Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 2013 29th Place
ill ■ N <.� o CITY OF ANACORTES 1 WASHINGTON a �°coBtW BUILDING DEPARTMENT CERTIFICATE. OF OCCUPANCY i' 11 This is to certify that the(Description of Building or Structure): 1 I. Single Family Residence 11 ii Located At: 2013 29th Place STREET B NUMBER Owner: R&24 LLP li • Constructed By: Owner OWNER OR CONTRACTOR Bldg. Permit#: BLD-2005-0104 1 li Date Issued: July 12, 2006 Occ. Group: trl Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 21st Day of Febraamy 20 07 i AUTHOR', F FOAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■, ■ Final Inspection Checklist , Site Address: 2 O / f44' ( '� 2 9 ,- .ePermit No.: 0C 0 to Date Issued: 7/ 2/,9oning: Occ. Group: IQ 3 Constr. Type: V Owners Name: fe ¢-- /4 L G I Owners Mailing Address: 22/ c Al, , li cr r Irv,- State: [v/-f" Zip: ,Ana r or ]t'rS Variances: No Yes Safety Glass: No Yes Sewer Fee Paid: No Yes Hand Rails: No Yes 1.---7/ Sewer Inspected: No Yes Guard Rails: No Yes 1� WSEC Compliance: No Yes Traps: No Yes / S Attic Access: No Yes V Stove: No Yes Smoke Detectors: No Yes y Water Pressure: No Yes // T&P Drains: No Yes 7 House Numbers: No Yes I// Insulation Cert.: No Yes // Site Drainage: No Yes 1/ Curb Cut: e✓V No Yes • Crawlspace Instil: No Yes Bedroom Windows: No Yes 7' Water Heater Strp: No Yes Vapor Barrier: No Yes D.W. Air Gap: No Yes L- Water Meter Box: No Yes (/ • Auto Garage Door: No Yes IV Exterior Decks/Landings: Nod Yes v - Outside Caulking: No Yes V Garage/House Door: No Yes Inspected By: gj / co Crawl Space Access: No Yes t/ Date: /2/ 7/c 6- Exh. Duct/Dryer Vent Dampers: No Yes r -ro ` G rG( - 0 , - Ok -6.ne- cop ny vilicr) i 2. r < b7 c J 0 lad O , ., la INSULATION CERTIFICATE AREA DESCRIPTION R-VALUE THICKNESS ` '\A�M \Ctn- J ciaXC Ldo.� iZ. Ems. This is to certify the insulation has been installed in conformance with the rep irements indicated on this card. Installer's Signature / Date: - - R i ) U S) Lo- - 2eJ6�ct f L';;,-L,'% 2cCr5 Comp ny Name(Builder) Address American Insulation 6105-192nd St NE,Arlington,WA 98223 360-403-8202 % ... . - -- . - I ; I . - I ! ! ! 1 i 1 . I ' ; Is•IL.,t2., ' , 1 nc•Paa .cII.1,-/Ic...-• ! 4-fir:-rri-; ' :. ' : : I . : . . , ,:- ; 1 ,,-:- - ,,, ; - , , :: ::: --. , , 1 , at-, , 1 „ : , I 1 1 1 ! 1 : , : . ., ! '-'---'-' ! , 1 I 1 I kt...i.:, . .,. : • . , , ! 1 ' ' 1 , :III : 1 , . , , : , :. :. , . „. .. . ., I tr...., : • ,.. 1 ' , I , . , , . , ! . , , . . . . .. . , , 1 -,;,;:; , . 1 : , , , : . ; • - ; I; -! : . . . ,. . . . . ,• ;Ir.': ..- , , 1 I I I • . • I . - • ' •• ! I.I I , " I I . r I il I I r , I : ii ,;1 I•t•.;-- . If. r :, .:' • : L• c.1 I I ' : ' I -. I . 1 I I I I . P. . ' . . . I • • . . I• • . 1 '• • ! :. , . ; , • , ; 1 1 I s: fril,-- ' ; • • 1 1 1 1: • . ' .. 1 ; . ; . 1 , H. .: I ,' ." •'• '. 1 1 : : : 1• • : • .. . ; •,..,-;..) : • 1 I _ 1 . ' rt-r-fitr ,' 1 • I • : I 1 . • . . • 1 - • I ! I, • ,„ , 1 1 1 . . . .: • ; : . . : , . I 1 • I 11.....,,, 1 , 1 1 I : : . i 1 1: : • . . :: . I .. , 1 F-I. : :•••••. i 1' ,•1 ; 11 ( Ei :: ,, ,, • , . . . . • • . . .. . ., ri ., .. , , • ; . N ' , - : 1 . ! I .1 •! . . : ' q\ ()A\ 1/2, • , , • , , . , . . . . • ., _. , • , , . . . S 1.- -•I: , • : . --- ks '3 . 1 • i ; . . • 0' ._ 1 • - , , b '41 k ] 1 . . ', .. , ,, " •‘ . i ( ! . 4'6 2. \ . . . •,. 1 . ; I 1, t) • FIN • ; 1 . , • . •\,• , •.; , • , 1 1 • , ! • • e ', • . . ,. II, 1 . , . , . i, • ! . , vN I, 1 , , . F . I ; . I: i I :, i . \\., )1 I, . , , . . , , 1 ;f . K ,.. 1 ‘, ..... CITY OF ANACORTES "AS-BUILT" ticsewer ��)) `, r storm NTRACTOR: Mi/r/ C' r, 5, i ws �, PLATIDIVISION: { /.QGh,-�`�ryry��v t 1--t./.l BLOCK LOT ADDRESS: )b I 3 d�!1& Pt DATE: -77 0-71 6 G PERMIT#'gt- 0 -*toa -ail S SCALE ' ' c) = C-CL (C : - t' 1 111111111111111111111111113011 IlPi Si __meal_" LOCATE STREET(S)OTikGR1D MAP I J \ ;,. .441114,..• • fig.. . - _ .4.1.;',.45.. ..•- `."4•01P.t4' • • � ff .. , • r* -' ` ''.1..., yr,,_ t, dii t,' - - f' it f « s d.d . .14.�+{ Atit. p ' .1' aIti s.•t `' A ` Ai", • • etit ! . Y r . _1* , • C� �' lI. ll _ 716-A14/ - - N.1 mit, 144, • . 1,1 •40, AV" 41: • • • - p '14 „.ot 's...4z,„,„, ;NI"' • • , - -4. • - -.Ill 4 , • • ;IL 4Ir dt) 1101 "r*r • r • 1744 it 1 • •• 41r41% - * Ade:: 411111* "111° • • ..";1111111ef°Pal4 41 0.30.11 • • -10"- • P.* • • h • • • - • • 4 • r t ,. • 4 11. a 1 • 1 ... 1 1 . • .4 ' ._ • , r ik i 4 , ' ' V-. .7, • .:*I, ii • ,. . , . .. . •,' 4 ,,A,.., ... 1 •i.7•4 I . , s. _ . . '44 ,s ..,7' i..•: ,.... i • . • , 0 '. ' . ... . . .,. e, i . . , .ft). .,„:•, . ,,, - 't ., . • • . . .. - ._ ', 1 •- ,i . •ta Ut•, : ..1.4. • 4 ' .1.li 44 44 1L4,4- a ,1 111.1.40- , I ", -, '4• "' 1 .10 1 ... t ' . •I • ei 1 , ' • , it., •. '..,,,„ .. . , . « . . • . . jitio , WW1% It t --4 1. .. 40 Willfr ' A ' . . . . ,.. '41 t . $ 4 ' 11 . .1 X • hr 1 •, .70 • **It 4 - • • 41. • 6 • • • • ems} _ c ::'T t - Al :i . SII , ,i`' �- r 4 —-,,/iliktic 8, ...Ste► -‘ 1 J /♦ a P.k ' •. , e. . A l j , r is• CITY OF ANACORTES "AS-BUILT" r Sewer �ln � (�, Fit storm Cio"NTRACTOR: jjl</ " k S Ab5� PLATIDIVISION: �(e�56•4U}4 ;t-hii BLOCK LOT ADDRESS: -0 3` t`yl Y DATE: --7l 1 2-! d cc PERMIT#g z o203& -e0 ? 15 SCALE kL - STREET 11111■ aa► SillijaillaNgWein pl1iM 111,1111111111 aTionfra ■�■ ananam swam iMI MIMS ■■■■ MEM ate■■■ � �■�iii i■■��ii111,�■■� 1■■■■ ■■ 1111a•1111■ �A■■■■ tea■= -. OCATE STREET(S)ON ORW MAP 14. • Are' II • .14111.11111111 • , . a • .15t1" 4111111*16149btr W • • 4 Tilmitti-ro, Air aa 411101‘. 4.141 — — - a A r k • • .10'• " 11,111( .". .,*--- I - V a 1 ' r ii . 4 1ptili4;:. i , IZItO P i . 1. iT , . . . /14 Its' . f , . . . .:, .., , - . ., . 19f, . . . .. si-.• di i ''' s .. i 1 , miminuahlhamom,4:f . . - 10411111Pir".- ' ei ! * t ..... -• *it: , . 1 oiell'.'.if 1. 1 .• • t . . i" a .., --.,. . . . . _•• . ., , HI. . 4 ... . 1 . , , .. . . T . , . , , . . , lii o . 1 . i t 1 . I S * sr .4. s y lit - - 4 0 •i ' _ . . 4 . .-.. r« 4 1 Ill ti - iA'...--- 4. )1. '' ' le., if r r - - 1. , r • es. Anacortes Planning & Community Development Dept. Permit Center P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 °tot Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 a ( % 6/o7 January 30, 2007 � co'f !� R & MLLP C �� , 2219 Hickory Drive Anacortes, WA 98221 RE: 2013 29th Place Temporary Certificate of Occupancy Expiration Dear Ms Ross: This letter is to remind you that the"Temporary Certificate of Occupancy" for the above referenced address expired on January 7, 2007. Please call to schedule a reinspection on the attached corrections that were to be made to this address so that a final Certificate of Occupancy may be issued. If you have any questions, please do not hesitate to contact me at 293-1901. Sincerely, CITY OF ANACORTES gut 4A Paul Ingalls Building Inspector DM:11 as,.b _ Anacortes Planning & Community Development Dept. Permit Center co 44 P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 November 2, 2006 P7e�se fen c / R&MLLP ren'' ind 2219 Hickory Drive o f /h L G f Anacortes, WA 98221 re en d RE: 2013 29th 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 the corrections will be completed and a permanent certificate will be issued. If you have any questions,please contact me at 293-1901. Thank You, CITY OF ANACORTES Ade04,-; Paul Ingalls Building Inspector Acknowledgement: Signature ,/ Date � I , I 0625704-1 0003 09/14i2006 002 4 Permit Fees 007200 $55.00 G1`� , , ._ City of Anacortes Permit#: BLD-2006-0646 904 6th Street Issue date: 09/14/2006 ,lm.s Anacorx 547 !I ' Anacortes, WA 98221-0547 Expire date: 09/14/2007 ' (360) 293-1901 • Job Address: 2013 29TH PL Permit Type: Reinspection Permit ANACORTES WA 98221-3870 Project: APN: P122615 Remarks: Inspection-framing. Owner: R&M LLP Contractor: Address: 4620 HICKORY DR Address: ANACORTES WA 98221-8729 Phone: (360)661-3594 Phone: License#: General Information: Fees: #OF HOURS 1 Reinspection Fee 55.00 Total Calculated: 55.00 Deposits/Receipts: 0.00 Total Due: 55.00 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. I TURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Lii '� Q City of Anacortes Permit#:` BLD-2006-0104 904 6th Street Issue date: 07/12/2006 `,0 P.O.Box 547 .:;>* Anacortes, WA 98221-0547 Expire date: 07/12/2007 `' (360) 293-1901 4co iiic�:_ Job Address: 2013 29TH PL Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P122615 Remarks: Construct new single family residence per approved plans as noted Owner: RONMIN LLP Contractor: RONMINN LLC Address: 2219 HICKORY DR Address: 2219 HICKORY DR ANACORTES WA 98221-8730 ANACORTES WA 98221-8730 Phone: (360)661-3594 Phone: (360)293-2596 License#: RONMIL*955CB General Information: Fees: Occupancy Group it-1 Plan Review Deposit 100.00 Use Zone R2 Building Permit Fee 908.00 Lot Area 10049 Plan Review Fee 490.20 1st Floor Square Footage 2322 Mechanical Permit Fees 126.85 2nd Floor Square Footage 1016 Plumbing Permit Fee 153.00 Garage Square Footage 653 State Building Code Fee 4.50 #of Stories 2 Sewer Inspection Fee 50.00 Building Valuation 289895 Storm Drain GFC-Residential 1,126.00 # Forced Air Furnace<=1,000 1 Sewer GFC-Residential 6,397.00 #of Bathtubs 2 Park Impact Fee 615.00 #of Clothes Dryers 1 Traffic Impact Fee 900.00 #of Clothes Washers 1 Total Calculated: 10,870.55 #of Dishwashers 1 Deposits/Receipts: 100.00 #of Gas Fireplace 1 #of Gas Piping 5 Total Due: 10,770.55 #of Gas Water Heaters 1 #of Hose Bibbs 2 #of Kitchen Sinks 1 #of Lavatories 6 #of Showers 2 #of Ventilation Fans 7 #of Water Closets 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. 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 HE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. cl URE OF OWNER OR AUTHORIZED AGENT ISSUED BY e CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) , Site Address: , '1 Date: 3 '-"0 Co Contact Person: \ --"\--C-j Phone No.: Y S.-Lc)_ I 9 Cf Assessors No.: Lot: Block: Addition: (Building Department Checklist for Completeness) OK NA • OK NA ❑ Fire Department Access El Fire Hydrant Located within 250 feet ❑ Fire Flow Required 0 Shoreline or Wetlands ❑ Site Plan ❑ Covenant Approval O Variance Required ❑ Regulated Slopes ❑ Plat Facts and Findings Compliance ❑ 0 Survey in File ❑ ❑ Fill on Site Received and Reviewed by: Date: 3 - ^— (Engineering Department Checklist for Completeness) OK NA OK NA J' ❑ Water Extension/Meter IN ❑ Sewer Extension/Connection N ❑ Street Improvements/Sidewalks ® ❑ Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID I ❑ Latecomers Agreement 0 ❑ Street Drainage 0 0 Driveway location,slope,culvert ® ❑ Storm Drain Extension Received and Reviewed by: \*,----'''' Date: 0� (FURTHER COMMENTS Zoning: I )--- Lot Size: 1 Or .V Coverage Allowed: • 1.. I ver k �o age: f� •7 : r� � � Actual C Skagit County GIS Map .� County Boundary Railroads 4Roads n State Roads Local Roads Parcels �t Rivers and Streams — City• N N Limits b_9 Sections BJ E ca ANACORTES ES ` I ` f _ 1J , •,:, .; • E99ft Skagit County iMap Map Scale: SKAGIT COUNTY does not attest to the accuracy to the data contained herein 1 inch = 199 Feet and makes no warranty with respect to the correctness or validity of this map. (1 inch = 0.0 Miles) Data contained in this map is limited by the method and accuracy of its collection. 50'-0" RIGHT OF WAY F \ / -...____-----EXISTING 5'-0" SIDEWALK NOTE: PROVIDE 12' WIDE x 20' LONG PROPERTY LINE 78.90' CONSTRUCTION ACCESS W/ 2 1/4" ROCK BASE ©CONC DRIVEWAY LOCATIONS (TYP) o w 1 m CC w p N U �I WL.,_, 0 C.Y.) J• 0 1 Q W N m Q N CONC DRIVEWAY _x _---X kiX cry 0 0 CONC SIDEWALK X/ - _ N0 X X X--X-X-__�X--X-_X_/ �P X �X SILT FENCE ,7 i i / . / , : 11 L r: I . T-6" TO BLDG . tan 1 SETBACK ""r"L : PROPOSED . ( f I RES DEN . -,1: N 1.1 } l'ET-'_ f '' f f IP r 7-6" CONC PATIO SETBACK / N. \ / \ / \ 1 f....... TEMPORARY SOIL STOCKPILE LOCATION I I f 1 \ / • , \ / \ / \ / N. j LOT 33 (PLA\ 0561 ) I__ \ NORTH At SITE PLAN o -1 1' SCALE: = 1/8" = -0" o �f� 30% LOT COVERAGE ; LOT SIZE = 10,049 S.F. PROPERTY LINE - 78 90' . , CITY OF ANACORTES "AS-BUILT" X Sewer r Storm NTRACTOR: Mr (Wet S PLAT/DIVISION: (fiec ,-,4- (it IL-6-i BLOCK LOT ADDRESS: e9t) i 3 (AP- et DATE: --?(If tc)-/ 6 G • PERMIT#156- 0-.207)6 -0 3/ 5- SCALE Arb S Emaimmumsreurk . • 4' -- - • ,-wiw , _ . -/--( --pezv-- - - __.._ _ , . • _ _ , 0 1 I • . 11 ,_ . - . MEI - 116 ' 4 Krir 1 t s me is .. =Wok III a, 1 R 1111111.111 , ---"7, . - 1 II - - '------ - .- - al , ._ . 1 - LOCATE STREET(S)0/44GRED MAP . , f M' k t •',.iiiib'.. W ' " ille t { . y •i. 4 • • /r �'' / . . • ,.. .. _ , i tit .ti • • p r - • • • � - f .1( • • ...ofid///1117: • obJ/ • dr.r • - y c { • .... • " ,pr j, 11110. ile0 f • 1 : � ` s , i _ • i • i • r a . y a +titi1 . s S . s } �, , , ik_ -,. ik g .4,• , - iilec;b4..i , ..- witir,• } • f , 44 Ito., Firma% .; _ 6 I • • . , . 111 *- 111 *K. • 7e. • of 7•"- •14 *it 4 • I.• •-•rn,„ ••••,. • • eta • • ,• jet) *•6 • t • • 41, - f r ✓ r{'t i V f lt i• ".. .. - : r' 3 '1 y L i►,'af�1• CITY OF ANACORTES "AS-BUILT" r Sewer tz Storm NTRACTOR: La („ar,,,456.6, PLAT/DIVISION: Rek-56---4 Lit 2A1 BLOCK LOT ADDRESS: 90/3 9'lit, pi' DATE: PERMIT#gzo—.20a6 -0 ? 15 SCALE tiAl° q- . • .. • . STREET I , iNtipl ( , ____,,,,„„.„..209,s . , ; .... , fri 9 ' - - - . , - - . - F --,- _ - l 1----‘ ,----. , , r - . . .- . ,OCATE STREET(S)ONIGRID MAP .,., ,l' 1 I . ,-g '," 1 i E•`, of . • ,•.: 4 . .. ,• • !. •It* 4w** , 1 . 0 I;•,.0•01 ' %• ...,i . , ., ...• di•••••IL ir, • % . aim -.. • • - -• .1 1.P. diamma s, - , .440111 ' 4 IMIA • . • • '' • I .. • .... A . ' • • ...... r - • . it, . .. ... -- , 7• - .. . . ' - - .. .... . .• v • ....r, . 4 T , 4 ,• i #41P 1., '.,-- ." t .....40 • . .,.7 -.t ) . A . „. .JP 4 a • F r . r r • i • 1111111! • 0.1 24. 4,1 . 41, 12.1i L1.4 jai ‘1111W • • • '14 • Air • 4 ,,: J ,_ f t kt 1 �Ih , i 1 R 1 • \ Pil ' ii'i , I I AP� 14 5 ''I w / I It ,, ' _ x _ .i' moor. t. • 41--iiii, . 111 .'1111111.1: -. -..7"..: . k 1 .1..1 V } . ;9 l Is .. iiimmommormommnsol . di. anolmmmismumin . , - • I.. . . . a . t • . 1 , . . . • ' 1111k/'1. . . ' . • • le • :... li f' rip • , • ,, • . ' .. • .•• , • •IP I 1 4 4 sieill . - -Or. . . ... .. o . t -— .... • • ,....- .ilti a I • , , • - • }‘4. 01 i •-••••,,k t• It • 1.. • 20. . 400 . 4 . 0, • '911111" 111/4 , .. -,,t, ir iliAfr, • ... . - r 4, .. - :.-‘ e ',- • • ')i ! f. ... ...' P . ' .!... - 1 . ill . • . .1. - g 1 . Air A41 et.. . . - ... tie i • ' .1. 250 003 05 ! 2006 988 Q Celt of Anacortes Kt'lEI.L i. i rr 6{":l: S•i.L - •: Y Permit#: BLD-2006-0315 904 6th Street Issue date: 05/05/2006 P.O-Box 547 Anacortes, WA 98221-0547 Expire date: 05/05/2007 Job Address: 2013 29TH PL Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: P122615 Remarks: Foundation permit Owner: RONMIN LLP Contractor: Address: 2219 HICKORY DR Address: ANACORTES WA 98221-8730 Phone: (360)661-3594 Phone: License#: General Information: Fees: Building Valuation 10000 Building Permit Fee 80.50 Plan Review Fee 52.33 State Building Code Fee 4.50 Total Calculated: 137.33 Deposits/Receipts: 0.00 Total Due: 137.33 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. 171.46,-1, T CJ F OWNER OR AUTHORIZED AGENT ISSUED BY .xY a Anacortes Planning & Community Development Dept. ei Permit Center �y+ ry P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 March 6, 2006 Taylor Design P.O. Box 312 Clear Lake, WA 98235 RE: 2013 29th Place New single family residence The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. 1. Provide calculations to justify sizing of the 9 foot overhead garage door header— 3.5x9.5 PSI that carries the girder trusses. Thank You, CITY OF ANACORTES Don Measamer Senior Plans Examiner •ter Residential Energy Code (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 furnace 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 _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 X2. (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 • R-10 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.tt. Total heated area: 3d SSF5 sq.ft. Total window area divided by total heated area=glazing p I t Updated: August 24,2004 Page 1 of 2 STRUCTURAL CALCULATIONS FOR PLEASANT SLOPE PLAN #0561 Anacortes, WA November 2, 2005 Job No. 04-2811 Revised 9-14-06 - ' •'r ; PREPARED BY: A L- SCHEMMER ENGINEERING INC. 317 Commercial Avenue, Suite 101 Anacortes,Washington 98221 (360) 293-9006 '.\ :2$ www.schermnereng.com I II /4,3 iEf!'"-iFES ' j ir2e,t)i /17 17-43 f—Y3—(4`) p/e,6_12_ 4 ,teos-62 / Yri t 6'(-f- IS.-)c P c.--°, .r? -co '-,--- ( et ej -1:' Lc ? ,------- ( . t) • - - WI Aho Rre) 0-e ct • i41-4,44. (._. VieviA-- Trzi4 1 LAQ i 7. /..-itiit AAA o-re.4 f-A a-p.42._ LK:4(c-cr(.4 _ophilismpoij,,tel 4- :5 14.ita zie 4 t.4 i . I,A e.--6;ik,or I-4 ..i-t-..s A it' -z-it,2_41— IC,'47-110 ) (.3 ivor 41 is 0 e- ig c' i i i 8 elAS r 1 6 e 40 f c,7 -- / S1K I 2_ / /-4 A1cT Li .-,, , — _ 4-e7Y,e0 -76).=$4,- 4-4- 1Q0.1z2-- k- -7 ." 41--; 7- L kik il ii N it 0 rz- / 'No 4-7-605 .-1- r i zogo -4-- 840 7--- 2°).Z0 ,'30 8 42 it 176.0 11--- 14-1 g. ;!•6- 5-too 5- 1 ( 2- bieLookoAi _.--, 6.764,12 /4--- / .-7.4(-(43,,,ii.-‘2,..r,---- ; ftl- L-=''''',.:?" /Y-Ki-) c _ , ,,,,_,_...- i Ryan Lindblom,E.I. Title: Job# Schermer Engineering Inc. Dsgnr: Date: 8:01AM, 17 JAN 05 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope your title-block information. Rev 5&OL-3 i Page e 1 Cr2J'/63 zEv*Ec,:Oi1,i 120c21�'ciE ASCE 7-02 Earthquake Load Calcutations Description 98221 Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor - 1.00 ASCE 7-02 9.1.4 Seismic Use Group = T ASCE 7-02 Table 9.1.3 Ground Motion ASCE 7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.465 deg North Longitude = 122.617 deg West Location : Anacortes, Skagit County,WA 98221 Max. Ground Motions, 5% Damping,from USGS 1996 maps S s — 1.171 g,0.2 sec response S q _ 0.361 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa& Fv ASCE 7-02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.03 Fv = 1.68 Maximum Considered Eartquake Acceleration ASCE 7-02 Equation 9.4.1.2.4-1 & 2, 2003 IBC Equations 16-38& 16-39 Sms = Fa* Ss _ 1.208 S M1 = Fv* Si = 0.606 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--3 IBC 1615.1.3 Spg=Srrs * 2/3 = 0.805 Sol 'S * 2/3 = 0.404 Seismic Design Category = p ASCE 7-02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe) Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2, 2003 IBC Table1617.6.2 Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resist NOTE!See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 6.00 Building height Limits System Overstrength Factor "Wo" = 3.00 Category"A& B" Limit:No Limit Deflection Amplification Factor "Cd " = 4,00 Category"C" Limit: No Limit r Category"0"Limit: Limit=65 Category"E"Limit: Limit =65 Category"F"Limit: Limit=65 Ryan Lindblom, E.I. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 8:01AM. 17 JAN 05 Description: 317 Commercial Avenue;Suite 101 Anacortes,WA 98221 Scope: your title block information. Rev Jse K r'-G6D9D25 VEi{c;:.252DD°L-!•.ERCl,LC cErD,oi,;erilc ox vvacASCE f -02 Earthquake L0ad Calculations Page 2 Description 98221 Average Floor Area per Level = 0 ft2 User defined Shear Carrying % Ratio= 0.000 Reliability Factor" p "= 1.000 Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003 IBC 1617.4 The"Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE7-02 9.5.5 Determine Building Period • "Cu "factor from Table 9.5.5.3.1 = 1.30 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed = 0.000 sec Building Period "Ta."Calculated from Approximate Method selected = 0.000 sec " Cs " Response Coefficient ASCE 7-02 9.5.5.2.1 S Ds: Short Period Design Spectral Response per 9.4.1.2 = 0.805 " R" : Response Modification Factor from 9.5.2.2 = 6.00 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2.1-1 : Preliminary Cs = 0.13 From Eq. 9.5.5.2.1-2 Cs need not exceed = 0.00 From Eq. 9.5.5.2.1-3&4 Cs shall not be less than = 0.04 9.5.5.2.1 :Seismic Response Coefficient = 0.13 Seismic Base Shear ASCE 7-02 9.5.5.2 Cs = 0.1342 from 9.5.5.2.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs*W = 0.00 k Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4 " k" : hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height (WI*Hi)"k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi = 0.00 k Total Base Shear= 0.00 k Sum Wi* Hi = 0.0 k-ft Base Moment= 0.0 k-ft Diaphragm Forces : Seismic Design Category" D " " E "& " F " ASCE 7-02 9.5.2.6.4.4 Level# Wi Fi Sum Fi Sum Wi Fpx Wpx Weight at level of diaphragm and other structure elements attached to it. Fi Design Lateral Force applied at the level. Sum Fi Sum of"Lat. Force"of current level plus all levels above MIN Req'd Force @ Level 0.20*S DS*I*Wpx MAX Req'd Force @ Level 0.40*S DS*I*Wpx Fpx: Design Force @ Level Wpx*SUM(x->n) Fi / SUM(x->n)wi, x=Current level, n =Top Level Ryan Lindblom, El. Title: Job# Schemmer Engineering Inc. Dsgnr: Date: 8:01AM, 17 JAN 05 Description: 317 Commercial Avenue; Suite 101 Anacortes,WA 98221 Scope: your'title block information. Rev '56E007 ASCE 7-02 Earthquake Load Calculations Page 3 LSEf.15U:1_�:�^.''J'J�'2J i�Ef.t.�.G 1�/EG-LJJ:. C {Cj f 96 �2Li;1��I�CRGnLt,��i',GIhEC'fI:1G.SO4 YdcIL- 1 Des cription 98221 Combination of Load Effects ASCE 7-02 9.5.2.7, 2003 IBC 1617.1.1 D Qe H &V Load Effect E Load Description Dead Load Seismic Load 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E.=p'Qe +0.20'SUS'U = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SDS*D = 0.000 0.000 0.000 E=p*Qe +0.20*SOS*D = 0.000 G3 Q ' 0 ° 43 C..* (i)t ,, 0 0� 4/ t=.1 -, vo"" . `� '► o tY o o -15a C)LI 6 (ram/ ft,,,,: ) i. 00 ti, Q , El 1 A.r 0 ea '01111 t 0 ._•,, 5 . [r \-GI t i -Lt r-D ■ 0 1.. 0 q 11 , L_____r O 0 o ;I �� 0 i r i 0 O - g 0 a a Z.1 c '-10 to 1. . 0 0) 0 \ o ,b, ‘!' 0-6erA' e' l vJ14 t' -� tau- -O ° ACC **Wt./246/e- 14/44-t4- . 7o 06 7-16 . 0 21140 DO , r e • • le U ' i 10'4Y e F 1.67 Wf - (g' (e) Iti-4' "7 O 4 PexQY ivAAA- Weix5AJ-- -AireiAavpNoqkez9/e---- O (4 4) 0 • —111 L . 1.1 0 . r_1 ,3 . 1 L _1 , r.--0 • , . 7 11 , O 1 O , L , ec).1 0 r ii Tr 13 , o . . . % Z____ SHEARWALL SCHEDULE 8d COMMON (SHANK DIA. = 0.131"), 10d COMMON (SHANK DIA. = 0.148") MARK SHEATHING NAILING NOTES r7/16" CD—X ONE FACE 8d @ 6" O.C. PNL EDGES 1 ,2,6,9 OR STRUCT II OSB 8d © 12" O.C. FIELD r7/16" CD—X ONE FACE 8d @ 4" O.C. PNL EDGES 2,3,6,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD .66 7/16" CD—X ONE FACE 8d @ 3" 0.C. PNL EDGES 2,3,7,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD /4 \ '() 7/16" CD—X ONE FACE 8d @ 2" O.C. PNL EDGES 2,3,4,8,9 \ / OR STRUCT II OSB 8d @ 12" O.C. FIELD er7/16" CD—X TWO FACES 8d @ 4" O.C. P%IL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD 8 y 7/16" CD—X TWO FACES 8d @ 3" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" O.C. FIELD 022' 7/16" CD—X TWO FACES 8d @ 2" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 8d @ 12" 0.C. FIELD (8 > EXISTING OKAY /14 15/32" CDX ONE FACE 10d @ 2" 0.C. PNL EDGES 2,3,4,8,9 OR STRUCT II OSB 10d @ 12" 0.C. FIELD ® 1 /2" GWB TWO FACES 5d COOLER @ 4" 0.C. 2,6 PANEL EDGES AND FIELD 1 /2" GWB TWO FACES 5d COOLER @ 7" 0.C. AT SUP'PO TS, UNBLOCKED SHEARWALL NOTES SHEARWALL NOTES 1 . ALL EXTERIOR WALLS TO BE TYPE ( 1 ) U.N.O. 2. BLOCK ALL PANEL EDGES. 3. PROVIDE NOMINAL 3x FRAMING AT ABUTING PANEL EDGES RECIEVING EDGE NAILING. 4. PROVIDE 3x SILL PLATE. 5. OFFSET PANEL EDGES. 6. PROVIDE Y2"0 A.B. @ 48"O.C. W/ 1/4"x3"x3" PL WASHERS. 7. PROVIDE Y2"0 A.B. @ 24"O.C. W/ 1 /4"x3"x3" PL WASHERS. 8. PROVIDE ) "s6 A.B. @ 12"O.C. W/ 1 /4"x3"x3" PL WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C. • • 0} r .,; ti + ` A. 4 . „... , r r}`i I ` iiritilit'• lit . " . _ , t . .1 -•' . it.'-' .—41 i ' +\ Sp y,: i. 7` . .4, '• ' }'r •- y * .. :oOr, 1 ' ► 4 ' 2013 2(.-) ��r c e._,v)-- V. • i ♦, ',t e ,1'=., ' —fig fs v . ' -, . -1-'04 ,.......1•-:i .4'''",. ,. , • l' 4, 4:1' ' of 4 . 1,.. ...-.. .4: J.,, . ... . _. _ ....,... A '''1 .. • ''• lik " *•• io 4.0•41:-:•••• '..4111. . Y. 1 iillijkiNY • • L I 1'v o 4‘,pbtiitt,74*.,‘...:NV:' .....,:: {�d i"'� r'Pc5 J��r 1 •� Y 1 t T-a� ( , F • °��yr„am+� > , Nitwit(f ., 1 A '� �, ' - *rh' A. '� ; , • ,,, , , ..e. , ,- a ,,,,..- -i...: „,-,,,..,, ._.... , ; '-.7 , ...,,, • 1 .„. . ) NT. . .4 at I .ilL X; -•4 ) . ,te ' .4‘14°1_, a 0 a ,....• .• ' ... t , , ii 4,4 •jh ,:' ,,,. 4. • . rt "• r 19,... • t1Y ► s t if w i. _ .. _ • i „ ,�= : .• .414' I • ( . • t • �' ;I f1 r #•' 1 • Tv *I , (, t 4 ,. ,x « • t. x ammonl -.. - Mill I 4 ), ., . . _ . s �_ ., 1 tk • �I , 4741 t(` x r�• !� r +y �I , � ` / 41 " COI rfp `y-B. L r i • y 4. 'C i ' c �■� t «t . f T I. ) ,. ' - , '.f r 1- 'HA* , Ip • ,-_ - ! R. i , I J `I i r.1,. ' I tl,. / . ••• ''• . ,. • .,,. . . . , , ‘1...‘$,,. -k,. - 4•-• • ' . ,, } - . h• -1,. : r ' '11, f, •.. • _ - ‘ Sp4"11!tii.,!! !'• '-•''., ;',-,,,r ,'-,P, Ny't Ic-fli Isil,ti, c 1 w.- 1' -• "% t ' 1 1,,- 1 ' '° •‘ 1 1 , ''S „awahil 'V SP kt, , , •el, '-,,, :1, - 1.,. itit'ir,o, ! .4 NI......,,lits11,.;.:,:, v.,- . sP, .t la, 1,.., 44 •• t tli ie 4; 1 1' , , •i•' 1 ••.,, ‘. • 4. \ V 4 . tl_ .4,..i • ti, ,`,7*-.. „)1., I, 1:71 ,,t„.I., . 1 -1,• ,t. itol. , ,, ,,.i.r4ilit,., ,,. 1,,,i1 t 4/.rit..,..,r,. ...1 "41 tiVIIIII . . ' .e. . ,,, . --, . . .,A , .t ). • . , i.,..f.,,,,, i . • *.i, 44.•,. -n• \‘ A's '..., o‘k.„: • ' , • 'i N. )! " - ,,v ' .• , % . . • . . r ; , • I : , ., * . • ,,,:*., '‘; ; . '!‘‘ ,_ i'n'1").-1 . -,, ...14:-Pe.,`• 1 1 . ,% ., • , , ..1 , ..,4„ 14. -, 1 „. . ,• • A\. I, ,',; • ir 14 ' i •••P!, i C'..:. ' /4 lY, 1734% t' I• - 11- - .,,(, ird , .i,,, /1,?..., 4, It jai , - ... . . !r• , l,' 'I • 1 ' ...;"4,,,, ' ' 'It -44,.: * „........., ,. • i• -V 'VAI 111;:11,... //lir ° i, '',,'t, ' 111 to, :: S,N. s"' ‘'' -- ' . II 1 IV . , • _ . 0 *4.21111t1; , . ir ,. , • :,, • 4 111 ,.. ., ,, I • : 1'I • ,,. •,• 'iJ 7 I. i • 1 ' ,. ts.(..,1,,,i\I ,, • ,414, ':11, . 'A 4• ' •' ''40:1: .'4. 1r .'11. .41--." '4 -4 .1 44... .k., 1 ,...,•„...-,•4,..- 7.11.,,, ..i. . •... 1.1. .,, . . . . -........ .4` , -1•• fiiii.2 I* , o' ' •il';‘,.r.- `*-•k 4". /is 4.,Iir 4 ;.1 . , - -. ,°' • , , ... 4 r ..;,, Ill.t.r t ''.4 ' lit *• 1, :al* ' - .4 ' t . tli 4.7.11t... ' . A.- ! ,• .. i ,, „. ., 1 II .•, r‘-'•11°.''' -1 4 '- litfw'r••? :1:.4t." ....y -.1.0 4,i ...„, „,. . • In, '•,. • , .,•1.-..,, ,t, . ..,. , ..„ ...„ , ...._ • , •, - k •71 '4 • , --,. .4,,, , Alt i 011).11t44.•. -•sirI:' ...!,,, • 0 /1... ..-. •i , , , 41 • lir - ' '4 .:.'4 1 ,A; $ ' ''r t• '.k.' VN, - ,n• ! ..". , .1 "•••• . : . ,...,, , , ° .#' ' • ‘ :• .11 • . k,, • . . - ' of., . I .' '.- '4- •n•t• • . tn..1,.. • , ',......,• ,.•: . -a• ini,S It 4.14•• , ',..- 't, •.°, " . , .1_• :,..A, . ,,, `,.. ' ;64, '9 ',-•44., ..,• ..*'" '\ -;•!: . -,s.,''''. ., . t 4. to • t .. Ay ot , , ,tr,i., i'liak 14 • s '.. : . •-t p I.-11e.- 4..„....-,r.:.::, ;-! •,,,,,Aiii-„,...''''', z.,,, . ..37, . . _ ..._ . _ .