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HomeMy WebLinkAboutPermit File 3808 Copper Pond Permitrv. ,. 7r+r r � rrspe SLCt-�,.- ��- Lt14255-t t'tt 7 t'_t -#t._.,,�; - t-t..,-i Ci'' `O . City of Anacortes 1t=l; rZice rr> itik ; ' '4-per J :02P;,i \ 904 6th Street BLD-:)014 D datr d 7Y +3. P.O.Box 547 F` :r�+�=r+t�+•d�te: 07/28/2014 + WA 98221-0547 T r.�.r+�..�.- t.0.5i_,f �}5 t�j Anacortes, WA s01/24/2016 7 03FIN CC; +• s i_t li '>::', CO IV Sr �:��°`' (360) 293-1901 =�:T•.#:�::�::#:�::r:�::#::��L;u,��. Job Address: 3808 COPPER POND Permit Type: Grading Permit ANACORTES WA 98221-1162 Project: APN: P108199 Remarks: Raise level of yard approximately 64 cubic yards. Owner: BRITTON BETHANY L Contractor: PIONEER TREE SERVICE Address: 3808 COPPER POND Address: 4641 FELIX LN ANACORTES WA 98221-1162 OAK HARBOR WA 98277-7914 Phone: Phone: (360)675-1371 License#: General Information: Fees: CUBIC_YARDS 51 Grade and Fill 37.00 Grading Plan Review Fee 23.50 Total Calculated: 60.50 Deposits/Receipts: 0.00 Total Due: 60.50 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CO -TRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I H - :Y CERTIFY THAT I HAVE READ A D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS O` S AND ORDINANCE GOVER ING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE 1 Nat , , ifi G"' G OF A PERMIT D :S NOT ESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L• 'W REGU TI G STR1 C ION OR THE PERFORMANCE OF CONSTRUCTION. SIG Lyra OWNS~ •-Ilr LZED AGENT ISS BY lw e '� Ii>/9 — 0'; 2) 0 A. fr'h 4 rg7-1-Art)'—ithert. .44, 9cOg'f GRADE & FILL APPLICATION City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 - Street Address: 904 6th Street Phone: (360)293-1901 Fax: (360)293-1938 Owner Information Site Address: —950 CaoQv Prm Gi, Date: -7^ 2-S Applicant/Owner's Name: II"k V- L VV1,L- Mailing Address: '-'596C:)2 CSIIPA, Po&d PCk City: P4-e / 5 State: - Zip: 'A9 zZ Phone: 2-05"" (-. ``>2-ham Legal Description of Proposed Site: Lot: Block: Addition: Parcel No.: Contractor Information Contractor's Name: °0 'e- 3 )r(-4-4scAkMailing Address: 616 c-k\ -(`"L x r City:C)V-)le—�-44VV' il State: - Zip: 1 Z77)--2 Phone: ('v ` '? 5.--Cr? Contractors License No.: mkA- i"- Expiration Date: ', - L'z- r Describe work to be � performed: 0 5�- ��®4.-- Q � �� OI l �(( p�) Quantities of export&import material (cubic yards) !�-Y�� G of CL' `( 4 Check List: Yes No Not Applicable Approved Land Use Permit ❑ ❑ ❑ SEPA (over 500 cubic yards) ❑ ❑ ❑ Other Agency Permits (if required) ❑ ❑ El Fees I, hereby certify at I have read and examined this application and the City of Anacortes Grading Standards. Performance of the proposed wor sh follow all applicable laws and regu tions.The owner/applicant shall assume full and complete responsibility for said work and shall e responsible for the acquisit' n compliance of all applicable permits and/or authorizations,which may include, but a e not li ited to,WSD ydraulic P 'ec pproval(HPA),WSDOE Notice of Intent(NOI),any Corp of Engineers Fill Permits,the rquirem of th End ng e pec s c,and the Forest Practices Application (FPA). ` , Signed: Date: \ Applicant Approved: V.An�- __Z.Dvim--- Date: 7 ��' Building Department Revised Nov.9,2012 Ln vSE -10086 41 ,o;c, ath kW AA Ad GRADE AND FILL PERMIT GUIDELINES City of Anacortes Building Department P.O. Box 547 Anacortes,WA 98221 -Street Address: 904 6th Street Phone: (360)293-1901 Fax: (360)293-1938 Appendix Chapter 33—Excavation and Grading(Excerpt from Full Code Book Located at City Hall) Section 3306—Permits Required Ordinance No. 3306.1 Except as specified in Section 3306.2(see below)no person shall do any grading/clearing without first having obtained a grading permit from the City of Anacortes. A Grading permit is not required for the following: 1. When approved by the City of Anacortes,grading in an isolated,self-contained area if there is no danger to private or public property. 2. An excavation below finished grade for basements and footings of a building, retaining wall or other structure authorized by a valid building permit. This shall not exempt any fill made with the material from excavation or exempt any excavation having an unsupported height greater than 5 feet after the completion of such structure. 3. Cemetery graves. 4. Refuse disposal sites controlled by other regulations. 5. Excavations for well,tunnel,or utilizes. 6. Mining, quarrying,excavation, processing or stockpiling of rock,sand,gravel, aggregate or clay where established and provided for by law, provided such operations do not affect the lateral support of increase the stresses in or pressure upon any adjacent or contiguous property. 7. Exploratory excavations under the direction of soil engineers or engineering geologists. 8. An excavation that(1)is less than 2 feet in depth or(2)does not create a cut slope greater than 5 feet in height and steeper than 1 unit vertical in 1-1/2 units horizontal (66.7%)slope. 9. A fill less than 1 foot in depth and placed on natural terrain with a slope flatter than 1 unit vertical in 5 units horizontal(20%)slope,or less than 3 feet in depth, not intended to support structures,that does not exceed 50 cubic yards on any one lot and does not obstruct a drainage course. Exemptions from the permit requirements of this chapter shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this chapter or any other laws or ordinances of this jurisdiction. (Please check with the Planning Division should you have any questions). 3309.8 Regular Grading Permit Requirements. Each application for a grading permit shall be accompanied by a plan in sufficient clarity to indicate the nature and extent of the work. The plans shall give the location of work,the name of the owner and the name of person who prepared the plan. The plan shall include the following information: • A complete application • Vicinity Map • 5 each Site plans which shall include the following: ✓ Location of any buildings and/or impervious surfaces(driveways, parking lots, sport courts,etc.)where work is to be performed and the location of any buildings or structures within 25 feet of the proposed grading. ✓ Location of any existing wells and/or septic systems ✓ Existing topography ✓ Dimensions and depth of cuts and fills(Include proposed quantities of cuts, exports and imports) ✓ Indicate the nature and extent of work ✓ North Arrow ✓ Property lines and dimensions/copy of recent boundary survey ✓ Show all streams,wetlands, ponds,etc. ✓ Include SEPA*checklist if required ✓ Include any additional agency permit documentations(i.e.: HDPA,WSDOT, Skagit County,etc.) ✓ Soils engineering report if required by the City Engineer/Building Official ✓ Drainage analysis if required by the City Engineer/Building Official *Grading Requirements for more than 500 Cubic Yards If the grading involves 500 or more cubic yards,a SEPA(State Environmental Policy Act)review shall be applied for. The Planning Division can provide you with the necessary forms. (The fee for SEPA is$400.00) For questions contact Planning Department at 293-1907. Grading in excess of 1,000 cubic yards shall be performed in accordance with an approved grading plan prepared by a Licensed Washington State Civil Engineer. Plan Review Fees. When a plan or other data are required to be submitted, plan review fees shall be paid at the time of submitting plans and specifications for review. Said plan review fee shall be as set forth in Table A-33-A. Separate plan review fees shall comply with retaining walls or major drainage structures as required,and as determined by the City Engineer. For excavation and fill on the same site,the fee shall be based on the volume of the excavation or fill,whichever is greater. 50 cubic yards or less No fee 51 to 100 cubic yards $23.50 101 to 1,000 cubic yards $37.00 1,001 to 10,000 cubic yards $49.25 10,001 to 100,000 cubic yards-$49.25 for the first 10,000 cubic yards plus$24.50 for each additional 10,000 cubic yards or fraction thereof. 100,001 to 200,000 cubic yards-$269.75 for the first 100,000 cubic yards plus$13.25 for each additional 10,000 cubic yards or fraction thereof. 200,001 cubic yards or more-$402.25 for the first 200,000 cubic yards plus$7.25 for each additional 10,000 cubic yards or fraction thereof. Other fees: Additional plan review required by changes, additions,or revisions to approved plans @$50.50 per hour, (minimum charge one(1)hour). Grading Permit Fees. A fee for each grading permit shall be paid to the City of Anacortes as set forth in Table A-33- B. Separate permits and fees shall apply to retaining walls,or major drainage structures as required.There shall be no separate charge for standard terrace drains and similar facilities. 50 cubic yards or less $23.50 51 to 100 cubic yards $37.00 101 to 1,000 cubic yards-$37.00 for the first 100 cubic yards plus$17.50 for each additional 100 cubic yards or fraction thereof. 1,001 to 10,000 cubic yards—194.50 for the first 1,000 cubic yards plus$14.50 for each additional 1,000 cubic yards or fraction thereof. 10.001 to 100,000 cubic yards-$325.00 for the first 10,000 cubic yards plus$66.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 cubic yards or more-$919.00 for the first 100,000 cubic yards plus$36.50 for each additional 10,000 cubic yards or fraction thereof. Other fees: Additional inspections outside normal business hours @$50.50 per hour(minimum charge two (2) hours). Re-inspection fees assessed @$50.50 per hour(minimum charge (1) hour). Revised Nov.9,2012 2 �, COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M98-0232 P.O. BOX 547 APPLIED: 11/12/98 ANACORTES, WA 98221 ISSUED: 11/12/98 (206) 293-1901 EXPIRES : 11/12/99 SITE ADDRESS : 3808 COPPER POND RD ASSESSOR ' S PARCEL NO. : 4661-000-030-0000 PROJECT DESCRIPTION: New single family residence I — OWNER CONTRACTOR — LENDER RICHARD BIHON GOLDEN B BUILDERS 4513 BLAKELY DRIVE 4513 BLAKELY DRIVE ANACORTES WA 98221 ANACORTES WA 98221 293-1247 293-1247 GOLDEBB024D0 FEES I TYPE OF WORK -NEW AREA (sf) VALU...$: 114000 I Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 8550 REQUIRED SETBACKS---- ESPL $ -100.00 MD 11/12/98 9258 1 CENSUS CATEGORY -101 1ST FLR • 1674 FRONT • 0 ft PICK $ 304.20 MD 11/12/96 9258 ZONING 2ND FLR • 0 SIDE(1)..: 0 ft PRET $ 468.00 MD 11/12/98 9258 :R2 BASEMENT • 0 SIDE(2)..: 0 ft P16EC $ 13.00 MD 11/12/98 9258 OCCUPANCY GROUP GAR/CARPORT...: 440 REAR 0 ft PPDM $ 111.00 !an 11/12/98 9258 :R3 •? :? •? OTHER • 230 REQUIRED PARKING-- same $ 4.50 ND 11/12/98 9258 TYPE OF CONSTRUCTION TOTAL • 0 SEER $ 3483.00 MD 11/12/98 9258 1 :5N :? :? :? NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 MD 11/12/98 9258 OCCUPANT LOAD STORIES • 1 COMPACT • 0 STRM $ 1126.00 ND 11/12/98 9258 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf Ix8P $ 50.00 ND 11/12/98 9258 FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COWL. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 5919.90 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS • 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 1 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/D APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS - WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 1 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 I LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that th ab e information is correct, and agree to comply with ail 1 ordinances and laws regulating activities covered by this permit. 1 -fr A- .P__. 'I-. Issued by App icant or ner' Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 it f 0 ..... ....... ::::e . ::Y OF-AN:ACORTESS BUI DINaDI PARTMV.M. 'T : : _ ; : ::.;:: : ;.: ; :°: ° RESIDE1ITTIALCHERI,I T:........ .. .. . ......:.. (This form is to be completed prior to issuing the building permit) Site Address: 3?r5? Clopp,=xc_ Pois0 Date: Owner R; a H o a_n 6 *t...r Assessors No. Lot 3c Block Addition Cr'p nt t°oNo OK NA OK NA ❑ _ Fire Department Access ❑ Fire Hydrant Located within 250 feet ❑ Ll Fire Flow Required 0 . Covenant Not to Oppose Future LID ❑ E Water Extension 0 Er- Sewer Extension ❑ a— General Road Improvements 0 E Shoreline or Wetlands ❑ D' Drainage Plan Approved ❑ l' Site Plan ❑ C� Variance Required El----0 Covenant Approval 0 lT Plat Facts and Findings Compliance 0 Et" Regulated Slopes ❑ la" Fill on Site Er- 0 Survey in File €: FurtherConments :: ° €,€ ::.; €:_:: I Zoning: (L,g- P tad Lot Size: Ss c) S. Coverage Allowed: as 4 a- S,+r. Actual Coverage: 3-349 S.r = a'7 70 9 Plans Examiner: j 17 Date: I i-a Pri - (Signature) sadoha_ A A7:41120A. 0 3tfl CopPeR POND RKs la) £1adotl 4'641 cow 3OO°° 1.3 1H.eww a( 6.0 Cam"" Pa x I A tan JO \A 1 •.--10 - - - -- - - - - - - - - - - - - L 5 . .7'1%.%%\@ .s N Petala Xs 11 'to or c Io.$ MI. PAC.. II uj au- --- cons>cP PON b RD -----4 C ) CC �, 1.13 3,S - OS 2p94 tliCs $'S A1. 9 4 GPI 1, 9 %AP zytiCPC) Z$y9 y 4A P�� ,) j' >S6 Oti )`, St+tiOyLJb3 ,yS _-1 1TY0� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER G? P.O.BOX 547, RNRCORTES, WA 98221 I (360) 293-1901 - FAX (360) 293-1938 IAN NCE, DIRECTOR 4 COS- DW NU FRANK, BUILDING OFFICIAL November 4, 1998 Richard Bihon 4513 Blakely Drive Anacortes,WA 98221 RE: 3808 Copper Pond,New Single Family The following are comments and questions concerning the plan review done on the above- • mentioned project. Provide two sets of plans. C;341V- sr Provide assessors account number. Show window size on floor plan. Provide lateral analysis showing holdowns, shear walls, etc. Show floor joist layout on foundation plan. Show steel pipe to pad and beam connection. C'S Which basement plan will be used?nx--\�Y\& eI---Provide plot plan showing setbacks and lot elevations.Q) t--- Provide floor detail on cantilever at breakfast nook. e7 Z— E14<-'Show grade and species of joists, and rafters. LA • Provide contractors license. -27---Obtain city business license. Respectfully, CITY OF ANACORTES Robert Osborne Building Inspector , ..'_J.:.:...........<.J.:.,, ,N'k.:s,,,..>.a,,I,„x x...,<,::-.<o<oio- 'Yrx•..< _ �� .{><. >.N.k.':..:..:.<7».....x. . r. £ ..r.w n..<.s.-, ��'xE- iG> o :n.:° .kut:J"Y:;rY",o.:n.J:..:<c,:_..>::Ju...../ }Eo'i>k<>.SE:::<`-.:>.<.PG:.'. >.:3a. . ;A3<.�I£�,; ,,.:x`x:> x;s.«n�£k; �<.E..x,...y. .; >„a,.. : .x :�s s>3.::Jr :.E:::.::.e<&, ,xn�f€a'<`��sc�'x�<E:�:EyJ�'.��':°>s :<g o3.7gs'av yaree;„:-r,`aa .ee< ,roi:e '.£: B Ls �Yx` ,w.€:.`<sE:c R^. .£:<€.. •"--i. • ..xJ.<.<y� '. : � %'. x.f.. :JasT's•�. ' >£. : �F.: .J'?:^:Ef£..:E:<E. T:"E.nu,. ..omc..rJ`S,aJr{ .. - .� xR E?g i<.'; .?, .r ;.>. .€:<.:....re_.>.3.... ...._ J. .r,... .,rgves :.. ^<.J�i...... ..e.-..-.. .. .. k_.. :.,.. -.._. r�r^ `i AJ Y;.�x £:�-^-b.. 'u J. .€<.:-::'>'«:bi?.<�b^'.t�` '<4<::.fr �"e :::5'y y3o':':t&s e%y3..�fi 'n1�"�E2s.. JJ�(:'.:.f,.xvk.3£9"` .x:¢€y.^'J/� $."e<>-^guy £,. «... _ 1k:t`s. � ��:�+sr ' e•Fe fi :: ` "' 4.4:„„:„`rl? :` •: E rY : ;::<:;, .;'#' ,- v s£:: "L"rx's -2<bF'. x:dA, .F.:n.��. :.: :.. .. �." .- .:•��nx<fJ .�ti":rr�-.3.s`%"�5: � ,'<:� si ;L::3'dY.�'x>�.£..,J:�.rJ....,<.<3.w.J,: .,<_,- .. . r.:'l<n,:J.w.. :.,.: ,..^.Jx:J:rJc<sayJ.:.:TCJx. ... <.:7Ya°�'r•.'a:e5'`•,.. ,rF.`;�< 38D1 / _ 0� — ff30rtocx�c7 SITE ADDRESS: CO 1 2L>^6 Q PtiAl D k D ASSESSOR NO.: Eff et, LOT: BLOCK: DIV: ADDITION:&WEAL Pvr.f e] - tra ae. a' al; _pn ��.. J.:,;ailaJx.zesa� ;der Name: Name: Name: kuieg2t) RmYON t o STA7G &OC-DGN i, At+iepg,kS _ Mailing Address: Mailing Address: Mailing Address: vsi a< ecv nz TS'd3 Acne DI? _ City: State: Zip: City: State: Zip; City: State: Zip: Ativ4ca.e.res , tin( Qtzzi _ ANA co_atc-'s WA 99r22/ Phone No.: Phone No.: Phone No.: ;CO `24g - /2.Q) Contractor License:4.(3LnEARa2ve> I# , Contact Person: 2unnn Jj kw Phone No.: 74' -!Zy) Yo-. o<.o�. .`.-'-pFx:.w-< �.�Jr.II'F.a. i„.<.F. �i<F'�J<�< ti'zpJ::.<. •x-�bJrJ'<`- .c�:�`.(< "s6:'<nw y'� �[' :.� �,3. .-,i`"zi`w:.. ., a� �c#':e`>iA_.2�:<„:<km-"JJj��'�:<'Sx.. ,.is.>:�h� J:�:>Ix .`�; ,�.-o>�n":2:Y.c,'.��^ Vie' :.oe-..< ::..'Gm...:..fa.�:.�:.....:i,x f...x...^��.^,:�5<...M1� .ant§ : ..<.m '.,..,.a �1�� _<$�e`u'r.^e';�ya �..e�::tran�;,sri a «... ...r ..._.,- :.<x....,...,..._....... ...:.........:..:<'„a..f,,,,..ra.:.�...,J!<,Y.{�r:;,...,✓e..iso%_3.,✓.<s<:xua :iti�y�::><` � (Check One) Single Family: ✓ Multi-Family: Apartment: Condominium: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair: Other(Specify): DESCRIBE OF WORK: tatftmt<rP��,a..J ��- x�er<,.,.., i<.00.`'" x�. �,aJ ._.� ��7±#Yk`�I2?:�,�+�> <`�:: „�g^�°:r. .Jx,�.,;::�'>ns.-�.`<:u�:.a- q:��".� :<o<x<a o <M1 _" r ..avi' P.n aeg :a >Y. s .: -n Y'<, ',mow :un,'.x.:C ")� e-i.- 'Y. w`S. e<.,i'>.. .. .�S<ig:P....>£'Wm'ay.t o'J:a.D'"y C,Sn x'i.e ,�£:.:i F"� ^c�S--.`�:-molt/. �[ „S< ..Paa->tr.:.,$,. 4::a;x <tii:Ea.: xx<`aia: x.0 `.:w-s`^'�on�'ui::%a: ... ms::x>'EJr . <.:.e :5i ?:..%< ..:k :xce',<.2^ 's�c.-.,.:"Jz�-4'sx a.".@w-.« >,«°�..ar:e<s.�,:e.?:�zJ=�''`w'":ev..>J.. --.:x.o::?,:aa.'�.'"3Eex: ,�xu:J.<;r..J3°,. x S;:>:<axr�.<x_:ee:.,`::.r«>.?¢..:<�i%k�oa�w�.<f<u.<."x.:e<. .::cr+x::..aJ.a., J .-. .e< -' „kFx"`&' ea<-ra-v,irx<sz<c::c¢ �so2x:5S�:Qa:<::.a>a«:xax:`F.`.::�:�e<:i<x:°�«; eo..n:..s ..,P,e�:•.r.?>....av,<a.a"t':,-� ,:a<Je�<:-J:^«w«<:: .^«;«:;.¢.�:.;:;J:a^<-,<J..s..x,'s..r<..w e�.w„„x:.axJ �' Street Setback: 2$' ft. 2nd Floor: sf. (Circle Y or N) 1st Side Setback: Sr ft. 3rd Floor: sf. 2nd Side Setback: s ft. Basement: •sf Shoreline/Wetlands Y N Rear Setback: ,a.0 ft. Occ. Group; ({3 Water on/Adj.to Property Y N Use Zone: (J., No Carport Area: sf. Soils Report Y N Type of Construction: v I`/ Garage Area: .4.40 sf. Sensitive Area Y N Lot Area:S155-0 sf. No. of Stories: I Latecomers Agreement Y N No. of Dwellings: / Building Height: sf. Fire Hydrant(250 FT) . Y N Lot Coverage:a- ,4q s.v->a°tck, Deck Area: 3, sf. Variance Y N 1st Floor://o79' sf Covenant RPr'.F1I Gn N Project Valuation(Labor and Material Cost): V , )to $ i s4 �o-p OCT 0 9 1998 /TH BYIS APPLICATION IS LIMITATION AND BECOME NULL AND VOID IF PERMITD BY THE BUILDING IS OFFICIAL OBTAINED WITHIN 180 DAYS OF THIER THE PROVISIONS OF THE S APPLICATION. BYA' ••�G MY EXPIRE SIGNATURE I HEREBY CERTIFY THAT 1 AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OWNER ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPEC D RE OR NOT,IN INC ALLS FOR INSPECTIONS. SIGNATURE: /(.� DATE: 61Z 9 9S y:y., CITiPO r,.xo.:<.:.�..{T+�: ::>::...y=�,/£_:,...:... .: .■lry,,:n:.>:,:..........,.�(,..■wy, ��{ry■{�■�ry»i,;i.:.:i ram:%��+y'�#Pi3:S{'�/X.Yii<.:'. `!.'<. :5;:>'<.'..;,,.£T■.i,■</<+.{.<�?s..p.'p.'f<:'�'^�%yy�o'. ::. ;.:,r��;(?. Fog SITE ADDRESS: StO `6' GGPPea Pow) ASSESSOR'S NO .: LOT: ¥ 30 BLOCK: ADDITION: Name: 2ic,vatzn eat//oa/ Name: Gocnev 8 Acne omz Mailing Address: 3/&13 AL4/CG'<v 0,2 Mailing Address: <lS13 t3Litt Eyv DR City: /4y/ALO/LTec State: WA Zip: cr222./ City: A iterm7e5 State: JAM Zip: 9Sr22...t PhoneNo.: 293 - /ay) PhoneNo.: 34o - 293 -its ) Contractors License No.: SOE 0 e R i C ZQ t2 Q NO: Type of Fixture NO: Type of Equipment 9— Water Closet 1.5 GPF Air Cond. Unit HP . Bathtub/Sd/owei COtep,o Refrigeration Unit HP Shower 2.5 GPM Boiler BTU/HP Dishwasher 2.5 GPM t Forced Air System BTU Lavatory 2.5 GPM Floor Furnace Kitchen Sink 2.5 GPM Wall Heater t Clothes Washer ( Clothes Dryer Urinal 1.0 GPM 3 Ventilation Fan Drinking Fountain ( Range Hood Floor Sink or Drain Air Handling Unit CFM Slop Sink Pre-Manf. Stove or Fireplace I. Water Piping ( Gas Fireplace Z Hose Bibs ( Gas Water Heater Back Flow Prevention Device Gas Piping Other(Describe) Other(Describe) qq EE OAR) ELECENE[aTHER: OCT 0 9 1998 THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM M PIiI B 'qaprrIICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED W h 1 APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE CO L D , WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. SIGNATURE: A DATE: 9 9 i __ --- di.../.., ...L.,17, , t sst) (ty 70,,,,,,, sant \ odoz„,„„ A: Ain ( --) , 9 I I ., \ I i'll_bn 1 , "... —_GCEAA/ OurN /a i.✓cmas .ago✓e, NEAD2 1 Sohn I,iP k 1 I GU.VAIaZT7041 AAAPd AT 41. s' cy /wro :AA/Ah 1 Awn Sc wcs A/6 I ,n e/ / 41VA j‘.12 4 / I 380g W .r 1'pnJ 1 c \ CITY OF AiCORTES TITLE r _{ _ fit ipr— I S C S CALCULATED BY DATE 9 r2 Engineering Dept. �j' 1J� I23�r \`� W'' (360)293-1920 CHECKED BY L N L 1 DATE 4 "'C- � SHEET / OF / SCALE TN) , 1 ' / I ....., , Pc G I 960. ZZ -Le 1(9„ -- 5'Jar 4 1 S-f,'b r5 2z , 0 1 2 Richard Bihon 4513 Blakely Dr. Anacortes, WA 98221 Anacortes Building Department&or Engineering I am writing the letter under agreement of obtaining the final permit and occupancy at 3808 Copper Pond . I as the contractor agree to take full responsibility of the crack in the sidewalk at the above stated address. In four weeks I will be under way on the construction of a new residence at 3806 Copper Pond, During the pouring of the footings or stem wall I will replace the section of damaged walkway. If you have any questions or concerns regarding this issue please feel free to contact me. nc ely Richard Bihon Golden B Builders 293-1247 RECEIVED MAR 10 1999 BUILDING DEPT ACCSVS-012 tol LQG6iS °[cl.a 3yiypy C1 O—O—ZV 0-9-8 I I 1 L030 zo1 o 01 0 • Z01 01 r � n VZ01 d N 0 0 } VZ O1 N) N) Nl f 0 I W 0 LOS IO 1- O 0 O O O LOS d — LOS —O OLOS I — 0 OLOS N BLOS - — . ; ; 7 VLOS VLOS V L OS /< v�os O L01 — N O 0 c0 Co c0 (D c0 c0 c0 (0 L 0 0 0 0 0 0 0 O_ v N 0 O in in Ui in in N N N N 0 W W 0 1- t0— r ° 10— r Jo— ° r 0 — I I l 1 l 1 I 0-0-8 0-8—SL O—b—OZ 0—9—0 L v 02.41 A L G �n.�aa win -o e� ui�r�.Z 3tO CopPeR Povn # Exmain &mai/ 4/64/ Oj003 0Oo 1.3ucsaa. 0.0Cs." " v0 of Y Yf — io fi—t- t Tsr • , , - 1 /!7 F> /17 1 1 \A ,!! , • 1 1 1 , i 1 1 ,.-rD I - - - - - - 15 - ›.. .•Ck i : 0 itA xm spar 10.3 rm. PALL 11.3 p+ vAu- 4----- CoPP>CP PON t Rh --- 4 3$O1 LopPeR Pow) d -es-ii.L s" 1 Rice44,ea Anted 444/ 0000 3 0000 I.3 uN.sw6.4. CIOn Q00 .win' % - 3 .- Ya /0" ii ” - - - - - - - t' k' - t3� 1 / , 1 RECE ! `I ED //7 Fr i.", ..r,.^ ENG!NEEK`NG "\-A I i f :% .\...C„ i ) \ ,3 6.--/0 " - - -- - - - - - - - - - - - - J-5 . iNi i � Gt7"I' } c... \i A A 11 a A.I �o 10.$ 1l.1 u+ au- 4"-- Co Pe>cP PON n a ---,4 1 .4 u%' ., J. OUT 0, 327.75 200 IF 8I0—SWALE 0 S=0.5% MAX. WATER SURFACE=3291 ,. { ENTION POND 10 DRAINAGE / icos,tit �� EASEMENT • { W • PT. STA 1 .+45.48 \ I♦ p�� t't+� SAC 11.76' LTpii \ 33 34 5T�'21` r{ \ CURB INLET S5 'ikOP & 11.71r i N69 h 1 � � CB#11 TYPE 1 GEi , Y DRAINAGE \ 1SEMENT rtt t � � { 55LF it CPEP 32 �r�I CURB CUT & INV OUT 323.5 � ` DRIVEWAY { Aiii�� �ENTRANC(�5 { � 1 OpLi AI CONTROL MANHOLE TYPE II 0 N I 3C PT. STA 12+38.96 CTR. SAC. 4.99' LT N w 31Ck%C\\4\\ to 14- 36 { 101 DRAINAGE D cn EASEMENT CO \ Nlil CLEANOUT o 11:1) ,r TYP n, RECEIVED n 6' ADS FOR ROOF 3p; fd, 37 O & FOOTING DRAINS N INSTALLED BY ANGLE = 89d47'03" 1• BUILDER (TYP) F 8" PVC R a 1 VAI�T1EEi=3iNt, i.L = 17.05' -� il CC N ELEV.'334 Li- L. ��, aniali "'! TYPE 1 D 10+: : ice' z7; G' ; 12A m z , JIYPE 1 38 0 M • /23 ...:, - AddressrTh ( Permit# • 19.9*..WSEC::-Chapter 6 Qualification Forma Residential.:Prescript (Chapter.6)'.:Options for Zone.:1 _- - -` Heat Saurce...OtherFuels. Instructions : _. ::. ---- . .. 1) Carefully review the requirements of each:of the:options below_ Choose:an:topttan that best suits your dwelling design_ Glazing percentage:typically determines.which option to-choose::.Your.building Must ' I match the selected.optionrequirementswithout exceptions or.substitutions_ _ :.: 2) Check.V. the:0 above the requirements of your..option. :•Disregen components�orequipmentthat:dd. not'apply to your Your:permit:will be:processed:more:efficientlyif yew provide:altof the ' requested infromation: Department staff•.can-help you:with general questions about.this form: Can't Comp V •it none ofthe:Presriptiv ;(Chapter6)options:are acceptabeconsiethe C om o nent• i : r .Perform nce (ChoPter<5)'Approach hemaieadvantage ig.flezt€lityfojuggleindividdal_.tandl :ualt>es:as. lone as an overall maximum value istit excedl Nate.that.the;Componentt Perfarmence4-equiremente:_are: no less stringent than thG Prescrtpjive requirements. Caleplations:may:beperformed*itha:1.994,WSEU:. .: a er: . est entialOualificat€oafv'rm or::fiytisirig art aCceptabiecoinputer pragrz3m::sticFi as WA44.;;t1N: I OPT-I OPT:II OPT III:. OPTIV :OFT Ili • y:OPT Vt', • Opt,Vit' r CHECK ✓ One + 0 a 0 0 0 0 0 HVAC-Efficiency2 Med Med High Med Low Med Med Glazing max: %of Moor- 10% 12% 21% 21% 21% 25% 30% t}>valuel 0.70 0.65 0.75 0.65 0.60 0.45 0.40 Door:;u-va1ue3: 0.40 0.40 0.40 0.40 0.40 0.40 0.40 `.':-(or:"R‘uaiue) (R-2.5) (R-2.5) (R-2.5) (R-2.5) (R-2.5) (R-2.5) (R-2.5) Ceilings wtattics:_: R-30 R-30 R-30 R-30 R-30 R-38 R-30 vaulted''. t . R-30 R-30 R-30 R-30 R-30 R-30 R-30 Walls: - above.grade R-15 R-15 R-19 R-19 R-19 R-19 R-19 below grade intent*: or R-15 R-15 R-19 R-19 R-19 R-19 R-19 exterior. R-10 R-10 R-10 R-10 R-10 R-10 R-10 door:: R-19 R-19 R-19 R-19 R-19 R-25 R-25 Slab on grade: R-10 R-10 R-10 R-1 o R-10 R-10 R-10 1 Footnotes: 1) The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30(% or less. 2) Minimum HVAC equipment requirement. 'Low'denotes an AFUE of 0.74. 'Med'denotes an AFUE of 0.78. 'High'denotes an AFUE of 0.88. For Heat Pumps: 'low'denotes an HSPF of 6.35: 'Med'denotes an HSPF of 6.8;and'High'denotes an HSPF of 7.7. Water and ground source heat pumps shall be condidered as 'med' and shall have a minimum COP per WSEC Tahle.S7„ tl.tivt® 3) Glazing and door U-values may be weighted to meet the option U-value requirements. ti PiatltReview:: •FaroffiSal:use;oniy): °. .: i `^' --:::1::-.*: -::-.:. . .:...:::. .: .% -Wit -0 : :.. The selected.Option is.appropriate tar this dweg den_ YES U NC L1 's NOTES: llirt sig l3tJt[.01 G pEP Approved:By: : : Date , ,G0,,;F„s.- n r : Site Id/Address Permt[# Building Dept Approval 1994 Residential WSEC Prescriptive (Chapter 6) Qualification Window and Door Schedules Instructions: Fill out the window and door schedules. Use actual NFRC tested U-value data whenever possible, or use the appropriate WSEC default table (I0-6A for most manufactured windows). Use the Glazing to Floor Area Calculation to help you determine the your particular Prescriptive Option. Window Schedule(include skylights,sliding glass doors) AREA x U-VALUE = UA Value Location Frame Type/ Manufacturer& List Reference/ Size Quantity Area U-value UA Value (room) #of Panes Model •flf knownt. Source of U-value -ifing} (ft2) VJ.VVL M144A21) ,4N4. tate,..J.cj v L zVr.vev v.SIyxt/r,, 3 34: , -st /17 YY .d/TUJGAr � Vx 4 ( Zs/ ,. // 52 Rr:, / ., Nx a ( act !l S 2 4'xs' t to 5S VAS 2_c_ 9 c a;NrNd - v. s za 9.G Window Area: Glazing /5g UA: . 9 /2 One SWINGING DOOR, whether glass(such as a glass french door)or opaque (such as an omrunennd panel door),of 24 square feet or less.may he excluded from the floor/glazing area percentage calculation and the door weighted average U-value calculation. Use the top line of the Door Schedule for the one swinging door(NOT a slider) you wish to exclude from your calculations. Door Schedule - - AREA x U-VALUE = UA Value Location Type Glass - Single Manufacturer/Model: Size :Quantity Door U-value UA (roOni) Area Ft2 Pane? - (hxw) • •- _Area: Value include gtas' EtiterEzempt Swinging Door Size here 4 rnmxv Sze -c 0 0 X>r'aut r&ej. Z.1 I Di , 92 Y rt. Lot Way •' 0 0 If "t,.) I 2l _ e/i St I-L _t..r<pe.,r; rr Cl r I3 x> t 2.1 . Y2 se, Y-? Area of Total DoorArea: Door Door Glass:- ,y4 UA:, Glazing to Eloor:Area Calculation NOTE:Actual Single-Pane Area must not exceed l% of the floor area. (Window-Area . + Door Glass + Single Pane Area) _Conditioned Floor-Area= Glazing/floor.% ( __ '�"- G 4 3 +-- G ) Y l� %© Weighted Average Calculations • Window UA- L�'t �'s94x -2 Window Area 1sv _. , yS- Glazing Uo i Total Door UA 26NG -t-- Total Door Area G _ , ill Door Uo I. Enter one of the following: Table I0-6A, IIJ-6R.or NFRC test 2. WSEC requires single pane Blazing he doubled for the glazing to floor area petcentage calculation.Therefore,single pane area is re-added to this equation. Make sure you include both window and door single panes 1 r 1 \ / Permit No. 1994 WSEC Chapter 5, Residential Qualification Form page 2 Heat Source: Other Fuels, Zone 1 Target Dwelling Calculation Component Area (Ft2) X U = UA Root/Ceilings (1) f/ ?Y (Ft2) X .036 = jC,S'42 1 Cathedral Ceilings (2) o (Ft2) U values X .034 = o p Framed Floor (over unheated space) (3) /67,/ (Ft2) are taken X .041 = (.9 c/S"Z m A. Gross Wall //74 (Ft2) from WSEC B. Glazing (15%X Conditioned Floor Ft2,l (4) 7 2S g (Ft2) table 5-1 X .65 = ics— z7 E C. Doors (5) e (Ft2) X .40 = /L , se D. Exempt Swinging Door (6) O (Ft2) E .X E. Framed Wall (A-(B+C+D)=E (7) is-is (Ft2) X .062 = So,7Qv Below Grade Walls: C Interior The UA Value for ellher of these wall types must be derived using the = ' or Below Grade Calculations on page 1 Insert the Target Heat Loss Exterior value tnto the appropriate pox at right. _ Slab On Grade (8) (L.Feet) X .54 = Add 1-8 For Cross Check W/Proposed - 3-i/, 3yZ Target UA Proposed Dwelling Calculation (Add This Column) • Component Area (Ft2) A. Ceiling #1 ( ) (Ft2) U. UA tm e B. Skylight(S) #1 (1) (Ft2) X = Name U C. Net Ceiling #1 1A-B=C) (2) p .. (Ft2) X b3G =Lo a4 Street im V. D. Ceiling #2 ( _) (Ft2) c E. Skylight(S) #2 (3) (Ft2) X = Lot T' , 2 F. Net Ceilings #2 (D-E=F) (4) (Ft2) X = C"" - Phone l ) 'C 16 o Framed Floor (over unheated space) (5) /net (F12) X , c// =(k G; Notes: t u.. Slab On Grade' a (s) G (L. F) X = o GlazingLocation: wall# I (Ft2) o � ( ) �s X : vS. = r7,zs o Q°o Glazing (wall# 2 j Z4 (Ft2) X . vk = it. Yz a. m Glazing (wall# 3 ) v (Ft2) X , ys. = it it °1 cn Glazing (wall# zq ) zo (Ft2) X . ys = 9 4 .c C m Door (wall# ) _ Zo (Ft2) X , yL = 9 4, °. 0 Exempt Door (wall# 4 ) 2.c. (Ft2) G. Wall #1 (_ ) /e.rJ (Ft2) w H. Glazing & Doors (in wall #1) (7) a (Ft2) I. Net Wall #1 (G-H=1) (8) i ti9g (Ft2) X .Oct = 1S`6.21- _ to J. Wall #2 ( • ) (Ft2) f K. Glazing & Doors (in wall#2) (9) (Ft2) L. Net Wall #2 (J-K=L) (10) (F12) X I = It the Proposed UA _ Below Grade Wall See Below Grade Calculation _ value is less than or , Add 1-10 For Cross Check With Target 4- equal to the Target UA value,the dwelling - '27 Ct . design complies with *Slab on grade perimeter measured to Linear Feet Proposed UA the 1994 WSEC. rn5 Zm,hd as (Add This Column) 1994 WSEC Residential Design Heat Load Form Instructions: A. The following steps will determine the maximum heating system size: 1. Structural loss, value (1): May be taken directly from the Proposed UA box on Page 2. 2. Air leakage loss, Value (2): This is the volume (Ft3) of the conditioned space in the dwelling. 3. Duct Loss. value (3): Insert value from BTU/HR, Box (a).Climate Factor. 4. AT: The local ASHRAE climate factor is °F for your jurisdiction To determine AT: (AT= the temperature difference between Outdoor design temperature and Indoor Design Temperature). The heating or cooling Outdoor Design Temperatures shall be selected from 0.6%column for winter and 0.5%column for summer from the Puget Sound Chapter of ASHRAE publication "Recommended Outdoor Design Temperatures. Washington State. ASHRAE.). Indoor Design Temperature shall be 70 °F for heating and 78°F for cooling. Example: For Elma, WA.-Winter Indoor Design Temperature =70°F Outdoor Design Temperature =24°F ...so... (70°F)-(24°F) = 46 AT 5. Calculate values a, b, and c by multiplying the numbers in each horizontal row. 6. Add values a, b, and c. 7. Multiply the sum from Step#6 by 1.5 to obtain the maximum heating system output for the building. 8. If the heating system is electric, divide the BTU/hr.value from Step #7 by 3413 to get kWatt output. Heat loss path Values AT ACH Factors BTU/Hr Structural loss (1) (BTU/Hr/F) x = (a) Air leakage loss (2) (ft3) x x .60 x 0.018 = (b) Duct losses (3) (BTU/Hr/F) x .20 = (c) Permit No. Name Street Design Heat Load LOT# (a+b+c) city (BTU/Hr) • County _. Phone# ✓✓✓✓✓✓✓✓✓✓✓✓✓✓✓ Maximum Heating Output Manufacturer (Gas, oil, propane, wood) Type of System (Design Heat load x l.5) Model# (BTU/H r l Heating Ouput: KW 4, Btu/Hr. OR Notes: 40- Maximum Heating Output (Electric, heat pumps) (BTU/Hr./3413) (kWatts) +zea ls5 p°Is6 CD C Address or Site ID: Washington State Energy Code 1994 Residential Construction Checklist Zone 1 page 1 Important: Supply information in the unshaded areas by checking the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks in the two left columns. Your Plan Reviewer will check the circles in the 'Compliance Required' column, and the field inspector will use the 'Inspection Approved' column to check off items as they are correctly completed. This checklist is designed to be used in conjunction with the Window and Door Schedules plus either the Prescriptive Options or the Chapter 5 Qualification forms. It may also be used with a WATTSUN analysis. FOUNDATION PHASE Compliance Required ✓ Inspection Approved ✓ O 0 1. Slab Insulation(Table 6-2)shall be R-10 and located on the: O A. Exterior(SEE INSULATION PHASE) O B. Interior-extending downward from the top slab surface and horizontally under the slab for a total distance of 24", or vertically 24". 0 C. Other method-not allowed for Prescriptive Options;describe: O 0 2. Radiant slab insulation(502.1.4.9)shall be R-10 and extend under the entire slab. O a 3.Below-grade masonry wall insulation(S.502.1.4.10)shall be located on the: O A. Exterior and rated R-10 (See insulation Phase) ifiA 0 B. Interior(See insulation Phase) O C. Other method-not allowed for Prescriptive Options;describe: O 0 4.Thermal break(s) R-10 insulation shall be placed in the slab (S.502.1.4.8) between the conditioned and unconditioned spaces checked below, and extend from the top of the slab to the bottom, then underneath toward the conditioned space for a 24". 0 Dwelling/garage 0 Dwelling/connected space 0 Slab edge and foundation wall O a 5.Radon requirements (VIAQ S.502.1,and/or 503)shall be met if one of the following is checked: A. Net foundation ventilation area is less than 1 Ft2 per 300 Ft2 of crawl space. O B. Foundation vents are closable. O C. Crawl space acts as a supply plenum. O D. Site is located in a higher radon risk county (Ferry, Okanogan, Pend Oreille, Skamania, Stevens, and Wahkiakum) WSEC Foundation Phase Requirements: Inspected by: Date: Address or Site ID: 1994 WSEC Residential Checklist page 2 FRAMING PHASE Compliance Required ✓ Ins-?ection Approved ✓ (E) Q 6.All structural panels such as plywood, oriented strand board, particle board,and wafer board shall be labeled"EXPOSURE I", "EXTERIOR",OR HUD-APPROVED" (VIAQ S.401.1). ® Q 7. Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above baits or 12" vertically above loosefill insulation(S.502.1.4.5). (0 Q 8. Glazing efficiency/Maximum allowed glazing area Shall be as calculated on Glazing Schedule and per Prescriptive Options Form or Chapter 5 Trade-off calculation form. ® Q 9. Concealed Insulation shall be placed: a) Behind shower/tub b) Behind partition studs/corner (b Q 10. Standard air leakage(S.502.4.3)caulking is complete and installed in the following locations: a) Between Sole plate/subfloor d) Partition stud penetrations b) Wiring/plumbing/duct register penetrations e) Light fixture/flue penetrations c) Rim joists/mud sills (heated lower floors) f) Around window and door frames (t Q 11. Recessed lighting fixtures (5.502.4.4)shall comply w/one or more of the following: a) IC rated,with no slots or holes in cans,caulked or sealed between can and ceiling. b) IC rated with label certifying an ASTM E328 tested air leakage<2.0 CFM c) Any UL listed fixture enclosed by a 1/" gypboard box or other manufactured box with 1/2" clearance to combustibles,and 3" clearance to insulation. Ventilation Requirements for Indoor Air Quality The Ventilation and Indoor Air Quality Code(VIAQ)requires that residences be equipped with a means of exhausting pollutants from specific locations. The VIAQ also requires the introduction of fresh air into bedrooms and other habitable spaces. Compliance Required ✓ Ins-,ection Approved ✓ (rs 0 12. Source Specific Exhaust Fans: for all bathrooms and laundry areas shall be a minimum of 50 CFM rated at.25 water gauge(w.g.) . Kitchen range hood shall be 100 CFM rated at .10 w.g. A Whole House Ventilation exhaust fan may double duty for bath or laundry fan provided it meets whole house ventilation requirements.Exhaust fans must be ducted to terminate outdoors. Q 13. Exhaust fan ducts shall be>_4" and properly sized(VIAQ,Table 3-3), &insulated to R-4. Q Q 14. 0 WHOLE HOUSE VENTILATION- EXHAUST OPTION Q Q a) Install a 24 hour timer to control an exhaust fan. Q Q b) 1.5 sone (quiet) exhaust fan sized (at.25 w.g.) as follows: 1-2 bedrooms: 50-75 CFM; 3 bedrooms: 80-120 CFM; 4 bedrooms: 100-150 CFM; 5 bedrooms: 120-180 CFM Q Q c). FRESH AIR INLETS: are required for this option. Inlets are required in all bedrooms and in each habitable room (includes bedroonis,kitchen,etc.,but not bathrooms or utility rooms) 15. 0 WHOLE HOUSE VENTILATION-HVAC INTEGRATED OPTION ® Q a) Install a 24 hour timer to control intake damper and furnace blower. Q Q b) Install an automatic (electric) damper in the outside air intake. Other devices,such as a manual damper or automatic flow regulation device,are only allowed when: airflow is tested or the device is installed as per manufacturers instructions to ensure a whole house air change rate between .35 and .5. ® 0 c) Install a outside air intake duct&connect to return air plenum, within 4 ' of blower and sized as follows: SMOOTH Duct Diameters*: 6" for 2 bedrooms; 7" for 3 bedrooms; 8" for 4 bedrooms *ADD 1" diameter -for Flex duct; for lengths over 20'; each elbow after 3rd elbow NOTE:The terminal element shall be same size as connecting ductwork or 8", whichever is larger. WSEC Framing Phase Requirements: Inspected by: Date: Address or Site ID: 1994 WSEC Residential Checklist page 3 INSULATION PHASE Compliance Required ✓ Ins-,ection Approved ✓ O 0 16. Exterior slab on grade insulation, shall be R-10 (Prescriptive Options) OR O 0 R- for calculated options. O 0 17. Exterior below grade wall insulation shall be R-10(Prescriptive Options) OR O 0 R- for calculated options. O 0 18. Exterior slab or wall insulation shall he approved for below-grade use. (S) 0 19. Walls,including rim joists,shall be insulated without compression according to selected Prescriptive Option or calculations to R- IS O 0 20. Interior below grade walls shall be insulated without compression to R- O 0 21. Skylight walls shall be insulated without compression to the wall R-value. O 0 22. Vaulted ceilings shall be insulated without compression to R- O a 23. Vapor retarders shall be installed toward the warm surface as represented below (502.1.6): Select one option for floors, walls, and appropriate ceilings: Floors 0 Plywood w/exterior glue 0 Poly(>_4 Mil) 0 Backed batts Walls 0 Poly plastic 0 4 Mil) 0 Face-stapled,backed batts v1) Low-perm paint Ceilings 0 Not required where ventilation space averages?12" above insulation. 0 Face-stapled backed batts 0 Poly plastic(>_4 Mil) % Low-perm paint ® 0 24. Heating system efficiency and sizing requirements shall be met as represented below(S.503): O 0 25. Heat pump efficiency,as listed in the AM directory,shall be met as follows: O Split system,air source heat pump: HSPF>_6.8,COP>_3.0 O Single package, air source heap pump: HSPF>_6.6, COP>_3.0 O Water source heat pump:COP>_3.8. O Ground source heat pump: COP >_3.0 ® 0 26. Central combustion heating system AFUE rating, as listed in the GAMA Directory, shall be: >_.78 (Med. Prescriptive Options&Chap 5 Calculation) 0 >_ .88(High Efficiency Options) 0 >_ .74(Low Efficiency Options) 0 Other (as per Systems Analysis Qualification) ® 0 27. Non-central combustion heating systems shall have intermittent ignition. 0 0 28. Maximum heating system output(150% of design heat load)is KW or BTU/hr. O 0 29. High efficiency forced-air furnace(<56,000 BTU/hr output)may exceed the Design Heat Load (DHL). GAMA listed AFUE is>_78 +1 per each 5000 BTU/hr output that it exceeds the DHL. Heating system requirements will be met with the following system (S.503.4.1.1): Mfg Model# Max. output KW or BTU/hr. Type HSPF and/or COP WSEC Insulation Phase Requirements: Inspected by: Date: Address or site ID: . 1994 WSEC Residential Checklist page 4 FINAL PHASE Compliance Required ✓ Ins section Approved I 0 30. Envelope floors shall be insulated without compression with support<24" o.c. to: R- Q Q 31. Non-vaulted,attic ceilings shall be insulated without compression to: R- .,C (- Q 32. Doors shall meet U-values as per the Door Schedule & Prescriptive Option (or as calculated per Chap. 4 or 5 Qualification). Q 0 33. Exposed foam insulation shall comply as follows (5.502.2.4.7): a) Protected with metal or plastic flashing, or other suitable material that expands below grade. b) Insulation is approved for sub-grade, exterior use and properly installed. (S Q 34. Airflow between fresh air ports and whole-house fan ensured by undercut doors/grilles. 0 35. Loosefill insulation okay if(S.502.1.4.5): a) Maximum ceiling slope not>3 in 12. b) >_30" clearance distance from top of bottom chord to underside of roof sheathing at roof ridge. (3 Q 36. 6 mil black polyethylene ground cover shall be lapped 12" at joints&extend to foundation wall. ®. Q 37. Clearances shall meet listed minimums between insulation and(S 502.4.3): a) Chimney b) Non-IC rated recessed lights: 1/2" to combustibles, 3" to insulation Q• 38. Attic hatch shall be insulated to required ceiling R-value and weatherstripped(S.502.1.4.4). 6 0 39. Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(5.502.1.4.4). l 0- 0 40. All exterior doors(except 20 minute doors)shall be weatherstripped(S.502.4.3). (ci Q• 41. Service hot&cold water piping in unconditioned spaces shall be insulated to R-3 (S.503.11). g/ r0 42. Service recirculating hot water piping in unconditioned spaces shall be insulated to Table 5-12. t /C43. Heat pump thermostat shall have programmable capability(S. 503.3.5). © 0 44. Thermostat provided for each HVAC system with range of 55-75° F(heating) (S 503.8.1.1). Cr- 0 45. Readily accessible,automatic or manual means provided to restrict or shut-off Heating input to each zone during periods not requiring heat(S 503.8.3.1). Q 46. Mechanical ventilation system shall have proper timers, and/or switches(VIAQ S 302.3). Qf Q• 47. Mechanical ventilation ducts shall have R-4 insulation in unconditioned spaces(VIAQ<S.302.5). a Q 48. Mechanical ventilation supply ducts in conditioned spaces shall have R-4 insulation. ® Q 49. Supply ducts shall have volume dampers, or the equivalent, to balance system (S.503.6). 0- Q 50. Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S.503.10.2). 0 Q 51. HVAC plenums,supply,& return air ducts shall have R-8 insulation. ( Prescriptive and Chapter 5) a Q 52. Hot water heater(s) shall have (S.504.3,504.4): a)Separate power,or gas shut-off c)Temperature setting<120° F. b) 1987 NAECA Label on tank d) Non-compressible R-10 pad(unheated spaces,electric only) �Q Q 53. Swimming pools (S.504.5) shall have: I'I a) Accessible ON/OFF switch(pump,heater) b) Pool cover c) Piping insulated to S.503.11 ifbq Q 54. All fireplaces(VIAQ, S.402.3)shall have: a) 6 square inch combustion air supply duct w/ accessible damper directly connected to the fire box b) Tight-fitting glass or metal doors c) Tight-fitting flue damper 0 55. Solid fuel burning appliance(s) (VIAQ, S.402.2) shall have: a)Tight-fitting glass or metal doors b)Outside combustion air source directly connected to the fire box li WSEC Final Phase Requirements: RECEIVED Inspected by: Date: OCT 0 9 1998 BUILDING DEPT 38Ois CoPPeA POND � aU+A,oi,.. •, � .0 2:4iwa /UMat/ e-er J �? 1 �YGG/ ctiao30O00 �iti1 1.3 IMJ*s4. von ao Cµ4N r7 li T �x � - ...- ------1,-- --..,,,�.,-dam xi( -The Cit(iila 1 a Rt`G, t , crier, 1 — /04 g/11 t Sr i t i `% ECF / EL //7 " //7 NI i , i - 19� h rA w ENGINEEt=;'NC. 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C° ; 12i II -E / _ \ / /2, 4 ti; /.Jj 2.®v; A complete TJ-Xpert framing plan includes the True Joist MacMillan Builder's Guide ]TJ JOIST AND BEAN LIST Plot Oni 8 o Net ID Length roduct Qt Plie Qt J1 48' 1/2' TJI/Pro-150 joist J2 46' 1/2' TJI/Pro-150 joist J3 40' 1/2' TJI/Pro-150 joist 74 29' 1/2' TJI/Pro-150 joist 1 1 JS 23' 1/2" TJI/Pro-150 joist , J6 14' 1/2" TJI/Pro-150 joist J7 5' 1/2' TJI/Pro-150 joist M1 42' 1/2" x 7 1/4" 1.3E TimberStrand LSL M2 25' 1/2" x 7 1/4" 1.3E TimberStrand LSL • M3 17' 1/2" x 7 1/4" 1.3E TimberStrand LEL /A3\ Rid A3 • 1.25'// gig 1.25' ACCESSORIES LIST Pitt .• F,/ �. Rml 'I 1 Plot Unit tl of Net • N I p ID Length Product Qty Plies Qty Pml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 13 1 13 A3 • II II Shl 4' a 8' 3/4" OSB 56 1 56 4.25) _2 ti 1d 1 „ Rml r „ H -1 rd :r 11 1_ !! if N 8i u : ! - Al-• FI� II l\ A3- . . e. 1.25' 'g- r !! e. ,`is "' ram` vn 5 - !! ,1 3 r , Il This layout and the associated materials list ���� • has been prepared based on project plans - - - LEVEL COMMENTS t - - - i - - - - - an• d/oar information provided to /-�j In { _ - Weyerhaeuser Company.It remains the - • - ' i 1 Main Floor Framing' --• -- - !! , responsibility of the lumber dealer,builder, / JOB COMMENTS A3 :: architect.designer,or other responsible \3.2s> - persons to review this information to assure Frontier Industries -g - that it is appropriate,accurate and complete Britton Residence A5691 II , T LEVEL NOTES CREATED BY r File Name: A5697.JOB WEYERHAEUSER Level Name: Hain Floor 7401 SOUTH 228TH STREET RENT WA 98032 / Plot Date: 10/9/98 12:01 253/854-3550 Design Date: 10l9f98 12:00 FAX: 257/859-3590 1-�-i I! '$� a Drawing Scale: 1/8" • 1' SYMBOL LEGEND 01 mint Job Status: A3 /25' Foundation...Foundation Main Floor...Plotted J TJI Joist Type 1. - 10/9/98 12:00 H Rectangular Product Type ~`€ n / provideeassuravel ncenfot proper level times indicated above = Bearing Wall (1 25" stacking. Upper levels must have earlier — Beam design times. ® Column (COO) Design Methodology: ASD Pc Parallel Closure Type 1 �) Floor Area Loading Is: 40 psi Live Load e' Point Load 12 psf Dead Load _ Line Load Maximum Joist Deflection: L/480 Live load I T Area Load . L/240 Total Load Detail Callout Label Average TJ-Pro Rating for Floor: 41 (I) (See Builder's Guide) Glued 6 Nailed Decking is Assumed CD Bearing Width Label Direct Applied Ceiling is Assumed Floor Decking: 3/4" OSB �"� Joist Layout Symbol Normal O.C. Spacing - 16"4 Default Wall / Beam Width: 5.5"' TRUS JOIST MACMILLAN TJ-Xpert 5.3 (4613) 0 c5.3 ss.3 55.3 P5.3 /I - FOR THE TJ-%PERT WARRANTY ��� 'Unless noted otherwise l SEE BUILDER'S GUIDE