Loading...
HomeMy WebLinkAboutPermit File 2011 Bradley Drive X. City of Anacortes Invoice/Permit#: BLD-2018-0080 904 6th Street Applied date: 02/16/2018 P.O.Box 547 Issue date: 02/16/2018 Anacortes, WA 98221-0547 Expire date: 08/15/2019 (360) 293-1901 Job Address: 2011 BRADLEY DR Permit Type: Mechanical Permit ANACORTES WA 98221-3011 Project: APN: Remarks: Install natural gas fireplace insert replacing like for like. Owner: GERALD REILLY Contractor: BARRON HEATING &A C Address: 2011 BRADLEY DR Address: 5100 PACIFIC HWY ANACORTES WA 98221-3011 FERNDALE WA 98248-9080 Phone: (425)736-1275 Phone: (800)328-7774 License#: BARROHA179D7 General Information: Fees: #of Gas Fireplace 1 Mechanical Permit Fees 34.15 Total Calculated: 34.15 Deposits/Receipts: 0.00 Total Due: 34.15 1` T :L r i i t--.. er. rn fL '- C --J 7, lii ,U r... n ,t I-• t t U, V} i-+• x'- I CO CD ,y. CJ 0 5 CZ, Z:- A fh. L., [] 743, (.4 c.a co as CO ' CD c- C iri •�'"r7 rn r!- 7' 7'..• H • �• m n �? r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA` 5,20It{:I ~ CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMF Iq.cf; HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PR9Vl.SIcN8: OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR:t+1d'i, rrj-I�i` GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER;$.TAT :J{ LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. CO co as1..� -r� •• SIGNATURE OF OWNER OR AUTHORIZED AGENT D BY '' v 1 o,,, CITY OF ANACORTES WASHINGTON D N cogt`' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 2011 Bradley Drive STREET&NUMBER Owner: Brian Delutio Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: BLD-2005-0123 Date Issued: April 22 , 2005 • Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 23rd Day of February 20 06 / fiat AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. a r III�IIflhII�NIU�iINIII�IIiih�NIIIDiIIII,�IINIIINIIIII Skagit County Auditor 5/16/2006 Page 1 of 3 3:28PM iar32g5 , Chicago Title Company has placed this document for recording as a customer courtesy and accepts no - liability for Its accuracy or validity ACCOMMODATION RECORDING When recorded return to: City of Anacortes P.O. Box 547 L Anacortes, WA 98221 This Agreement is made and entered into by and between the City of Anacortes, a municipal corporation, hereinafter referred to as "CITY" and Brian E. DeLutio and Jennifer B. DeLutio, hereinafter referred to as "OWNERS". Whereas, OWNERS, Brian E. and Jennifer B. DeLutio, the owners of the following described real estate located within the City of Anacortes, Skagit County, Washington, also known as 2011 Bradley Drive. Skyline No. 3, Lot 27. Parcel P59132 Whereas, the Owners has placed certain improvements in the right of way adjacent to said property consisting of: To encroach 2 feet by 3 feet into the city right of way on the Bradley Dr. side of the property to erect a lamp post by the side of drive way. Now, therefore, parties hereby agree as follows: Whereas, the City is agreeable to allowing said encroachment on certain terms and standard conditions: 1. The enclosed agreement must be signed and notarized by each property owner(s) and returned to Cherri Kahns, Executive Secretary. 2. The Owner(s) agree to comply with all applicable ordinances, laws and codes in constructing the encroachment and further agree to remove the said encroachment within a reasonable time upon request by the City of Anacortes or , a duly franchised public utility. The Owner(s) understand and agree that all costs incurred in removing said improvements shall be at the Owner's sole expense. 3. The Owner(s) agree to indemnify and hold the City harmless from any claims for damages resulting from construction, maintenance or existence of those improvements encroaching into said right-of-way. 4. The Owner(s) shall not obstruct water meters or other public or private facilities except as approved in this agreement. 5. The Owner(s) shall ensure that any public or private utilities are not impacted or • damaged by construction or use. 6. The Owner(s) shall leave a minimum of 48 inches of clearance between the curb or edge of street and any above grade construction. 7. The construction and use shall not create clearview obstructions at intersections or private property access. DATED this 1/ day of ,Y4,44( , 200$ OWNER: By: �.�c' Brian E. DeLutio OWNER: By: f. p.,a -- - 147 ( c � Jennifer . DeLutio 1 APPROVED By: & Lk__ :/„77 H. Dean Maxwell, ayor STATE OF WASHINGTON) ss COUNTY OF SKAGIT ) On this day personally appeared before me, Brian E. DeLutio, to me known to be the individual described in and who executed the foregoing agreement and acknowledged that he signed the same as his free and voluntary act and deed for the uses and as purposes therein mentioned. a __.-aCC) Given under my hand and official eat this , y 3,�,t , 2 �: . "' > > day . � �'O $ a lrR J. . ti �.. / o ct ' ° '\C • sl 1 (Si e) III �-� T 04 �� raOhr No 'ublic in'. d of =`^ _ • fir. o, g o8UC z; Print Name) o R a • •yd� 4ASJ36 �.0' Residing in f ') , Washington. __=Nw m +I�,t OF 4°fPSN�'� My commission expires: ‘b' O k' o w I STATE OF WASHINGTON) ss COUNTY OF SKAGIT ) On this day personally appeared before me, Jennifer B. DeLutio, to me known to be the individual described in and who executed the foregoing agreement and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. ik Given under my hand and official s;.1 this \ \ da of lit , 006. • its 4 (Sig° 1 le �FER J N. - ' . .li anal-for he,State of'�T ,�� Print Name) m S My, ' Residing in ,0 , Washington. C `2-N 0-01 /`o My commission expires: t.b' (D(n WASYC� 20 IIIIIIINIINNI�llllall �lll�llllllllllllllll 200605 60 Skagit Count 6l11 5/16/2006 Page county 3 of 3 3;28PM G��Y o ANRCORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 0 P.O. BOX 547,ANACORTES,WA 98221-0547 FAX(360) 293-1938 IAN MUNCE,DIRECTOR • EDWIN FRANK, BUILDING OFFICIAL•E-moil:ed@cityofonocortes.org• l Oo•R`S� TEMPORARY CERTIFICATE OF OCCUPANCY FOR A SINGLE FAMILY RSIDENCE 2011 BRADLEY DRIVE Owner: BRIAN DELUTIO 3604 CEDAR GLEN WAY Anacortes, Washington, 982 21 Occupancy of the above address is allowed with this temporary certificate of occupancy with the agreement that the following items will be completed on or before 30 days following the date this agreement is signed. 1. An interior retaining wall in the crawl space shall be constructed to retain soil suporting the foundation. 2. Exterior landings, steps and walks in the egress path. 3. Curb, gutter and driveway. 4. Site grading shall be completed. This agreement is guaranteed by an agreement whith the lender, Wells Fargo, by letter of commitment to withhold release of funds not less that$3,100.00 untill such time as the city approves construction of the above work items. For the City of Anacortes For Brian Delutio Edwin Frank, Building Official Date: /—as= o77C6 Date: /:7AAA:-6 WELLS HOME , FARGO iM RTOSE January 25, 2006 RE: DeLutio 2011 Bradley Dr. Anacortes, WA 98221 To Whom It May Concern: Wells Fargo Home Mortgage will be holding $3,100.00 in an escrow account for the driveway at loan closing. This amount will be released to the builder as soon as the driveway is completed. Please call me if you have any questions regarding this matter. Sincerely, �IGmQ L OC Diane L. Martin Well Fargo Home Mortgage, Branch Manager 360-293-1160 CITY OF ANACORTES "AS-BUILT" Sewer �__� n Storm CONTRACTOR 13C,, G�/1571Gp 64,--,, PLAT/DIVISION: BLOCK LOT ADDRESS: 2--0 /7 lire,:c/ i DATE: //94/ 6 PERMIT# 20o.C-0/- SCALE _ Yak t i;;i:`iSE' , 1f(TAWAMMIXtrittaWati:S.APPICFSW/M12":401;kVtrai t S T R E ---_.:_. ,--_,_. , .— __ ■ It‘ — Inn II i IliWM c' 1. M. C � - w — __. e \ \ ?CO G-/:7,L' n % r - 1 - �1 nI?> "N LOCATE STREET(S)ON GRID MAP INDICATE DEPTH AND DISTANCES OF CLEANOUTS `1,1 :''''' Engineering and Development Services PO Box 547,Anacortes,WA 98221 R Telephone 360.293.1920 '< " ` -- Fax 360.293.1938 : ""` E-mail engineering( cityofanacortes.orq RIGHT-OF-WAY PERMIT APPLICATION Submit this application with payment at least five days before the work starts. Please complete both sides of this form. (City completes shaded sections.) SITE < .a: ,`: O, -. (A A U LOCATION: oe O,77 ' OWNER INFORMATION CONTRACTOR INFORMATION Name �`� � ,�1 c. ,��� Name a ,e4,; T/2,/f-,,,�, &) Address /3% . Ve,d�a.�t . ,T `� % 1s �S% Address &,,C)/ &c 1r/r/ )tea City �;1 ��/ '' City f..,q,G,a2 c State . Zip = J State off Zip 22 / Telephone 62 Telephone v7 ` 6 / License Number g,:3 c /o ff'-- y% PROJECT INFORMATION Work Includes (check all that apply) Curb Cut ❑ Water ❑ Sewer ❑ Storm ❑ Gas ❑ Sidewalk ❑ Street Cut ❑ Phone ❑ Power ❑ Cable ❑ Culvert c Describe Work: ' / G• m z ', /Cr,,e0 � .�di-X `e{ 7c • ...• "ea- ;.,,: 'ma's_-. ,6(H < fir. , � XPE ttg+. �zR•. �C d. x ra.. a'48 , . r:..+" z�.. .. , 32". Tc,:. _ a• W:.;zn $':`v`h:v... ••s...• ;.,x.'*J':a^-�K`A-�rA ;-,s : ' •�< ,. w. �, ^ , . ,+.. ;fir - .A, fir., iay t a'���' �r �`. t .r T� ,� � t� �` <�'� �' .�.. I�� . �, �•°� * � cue ( �. ,,"R.,,: -"� �4 r sa q,4.rx_c;.u-v,„ ,,a ' ''" N gf, '• ash%; . € ^ Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of- way must be bonded. The applicant and owner must use warning signs, traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of- way to previous condition. The applicant and owner are liable for damage to public and private property. ":U;` a"zE;Ey�;:< w� :.�.:a"°� t�`tiv�x.e'syi�4 �' e�-`s'M"e:.waY'"��'F`'-:°•h :� °.`:ti�`Ya.«� „ / Applicantgnat Datea : S <s e -. . SITE DRAWING . . . 1 . Show north arrow 2. Label streets 3. Draw plan .„.,...... .... :__ / _ .....„....,. , .--- -----_ _:- \ \ k .,, . , .-- . tog,4,2DX,x- AC . . . . -,-,on.4;,:',',kr=4;:{ '''.:..:..,.;S'Y'....,.......zn.-.•-,-,- f,.-,..:.„,..-,,, „, —,..w„ ,,:7,'S,4:'sf-4,,,:,1,q,'..7. ,',.,c1;`1', ,W., ' • At •4.‘,':„„ft.. ,,7:,..,,,Zet,,,,,,t0A4an.SIVitk,:=4*,;MVO`ni.VPAVIi,M46,1k4.4.1,410"*AV3' i',.'.•',,,,,''''''',„c,,'•'.-7.',1. i.',-1.::'-:-i,.-44,4• . :-11:--,L,4ite,,,1,--,,,,, -1 v, . .., • k, '"- .-,i 404'Am,:akiaMMIMMAtititaNZIA,00,: tiatti 1:.''''nf,'=: ,'.'tkt. :;:?. C.:....-::_,'"-c .--'< .0- •.,'1$"..e!'3.__A—",!2ftli.4-...,..`.4.'4,,,.-;. :4--, '''.--„,-.-,w,A7,,..,4*. ,,,,, .‘:.!.d,,,''.,,.‘--*SQ.-',..••-s'•4,,-•2,,,,attrinFACM0040.11.WMARIVIRY10.0141tm-Viliti-40...4•""Vpil!,';'i: ,' 0.2*,1741A?:,_...., ;--,-*;,'.'4,W,..-044-440-4'.,,,IAV-16:;Ltig..4t4V.-..'Wbtit •!'',-'---IV...-:,-1404v,:-42,Nte-IVIAN.:14'.4%:4:04%iiitl*ZiZAAVIM.4.t-4,41,,,14''f-...,..;-..--ta::.',',-'''.:::-..-,-,-.-- A:g:%.'::,,ipt.Vkmoti,.:4,zAux.i.wfff.441.-.., ,,,m,-=4;.A4.4.1-w-,.-iNt,,,,,-KvAte, .:-:.,.-=i:..-...vk,4toetjrr46A,iratvf-Av.tzAmaz.ximtggmfzt•iIfza;*2e4., ..4,c,,..7;74,iN-r:*A;-F-eprktp!4',Nat ::,2.,. :Ne'{'PARfi.k".3 "!*043VW-00,1,,, -21.,v''tXtt**,i..4';'3".i*ft.,%iX,ZIA4--a,:-:.*--21a...,g1/4-4---14.14AMMis,:w;.#77.•74,2,77;717mEIVAIMI,)P,-,4.f ifi via:01-.7;,ikiklii k.4.. ....te-g, ,,-,:!.: 'Z'qkt72::::-7.."4,i'V'4.1ktfiglittigl,titwas.,.',..—'.i•.:4'14-444t*.z.=;47:;Tiim-vvm**WaVal,i i:Wda*.takhiMii,ZZAV2441#2:44N11;IE*4:i0V:k.mr a:-::::'. •:;:::-.- 4,....T. Wp7mr ,f7T-Vag-10 elriirt c,,,e 0't'0;,IAP:4ZV4V',i.niAR!Mrttfr4k.VM=:,z0.03Xi„,L'' :,-,?VgljgK'XftiiViz]ii.*,4--.. ..-•'0": '..- ,' =.-,,,%,.tAvz,,- t,u,:.,A.,•X-4,..--,,''',-'' ,*.tWorqr,icAs...o-i.. 441-1:84,ektvtimagtamtitizaissooktyfotioarovtomqinorvg4Ataatra .ms'L'''''!•V• i.344"' ''.--- . ':!'"0:4,Z*4V4-kadftr*Viggtat*;a4;44MPISVO'VAVVr44''f igiV,:ii",,,,V :41'l''' •-..'1'''''c-S*9'r'%''''''''''''''''' . . . MAINTAIN SMOOTH EDGE WHERE POSSIBLE 12" FOR CONCRETE CURB POUR MIN. / 12 / -1111 1=11 r- MIN MATCH EXISTING 1- -I 11�1 I 5 -1-I 111-11�111_ O PAVING TYPE AND -I 1- -E111111- ° :' :. ✓//��////�� � DEPTH 1---7--I 11�11-i I 4 • . _ 11-111-I i /-MIN. . ' • ' . 11-I I I__ I =1 i—III—I I / -=1 I 1-III' 11-Ii- 1 - --- - --- �— 11 1 . 11-1I 1= -= -- �I11- —I —I11_ ,- ,-- , , _ , i , _ , _ - III=111 ,1 11 ,Em_l- 011- II - II=11011, 11�111 e, -4 ,111 1rr-EP III— � 1 1i EXTEND CSTC TO O FULLY SUPPORT CURB IMPORTANT INFORMATION: PRIOR TO ANY CURB REMOVAL, CALL CITY INSPECTOR TO VERIFY THE CURB REMOVAL. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY AND ALL SUNKEN, TIPPED, CRACKED OR BROKEN CURB WITHIN THE PROJECT LIMITS. INSPECTOR TO DETERMINE THE EDGE CONDITION AFTER CURB REMOVAL. NOTES IF INSPECTOR REQUIRES SAWCUT: SCHEDULE CURB REPLACEMENTS AROUND THE PAVING SCHEDULE. z. FOR CURB AND SIDEWALK INFORMATION, REFER TO SECTION 8-04 AND 8-14 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. 3. PREPARED SUBGRADE (CURRENT WSDOT STANDARD SPECIFICATIONS 2-06) 4. 4" INCH MINIMUM OF 5/8 CRUSHED SURFACING TOP COURSE (CURRENT WSDOT SECTION 4-04) COMPACTED TO 95% OF MAX DENSITY. 5. INSTALL 3 INCH MINIMUM CLASS B ASPHALT PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (2002 WSDOT SECTION 5-04.3(10)B). 6. CROSS-SLOPE OF NEW ASPHALT SECTION SHALL BE LESS THAN OR EQUAL TO THE EXISTING CROSS- SLOPE AND SHALL NOT BE LESS THAN 1% WITHOUT APPROVAL OF THE CITY ENGINEER_ 7. ALL JOINTS BETWEEN OLD AND NEW ASPHALT TO BE SEALED (2002 WSDOT SECTION 5-05.3(8)B) USING A HOTE POURED JOINT SEALANT (2002 WSDOT SECTION 9-04.2(1)). 8. REMOVE 12 INCHES MINIMUM OF MATERIAL BEHIND CURB. ONCE NEW CURB IS INSTALLED TO EXISTING GRADE, REPLACE WITH COMPACTED DEPTH TOP SOIL (CURRENT WSDOT SECTION 9-14.1). NOTES FOR SMOOTH EDGE: 2. FOR CURB AND SIDEWALK INFORMATION, REFER TO SECTION 8-04 AND 8-14 OF THE CURRENT STANDARD SPECIFICATIONS. 3. PREPARED SUBGRADE (CURRENT WSDOT 2-06) 4. 4" INCH MINIMUM OF 5/8 CRUSHED SURFACING TOP COURSE (CURRENT WSDOT SECTION 4-04) COMPACTED TO 95% OF MAX DENSITY. 8. REMOVE 12 INCHES MINIMUM OF MATERIAL BEHIND CURB. ONCE NEW CURB IS INSTALLED TO EXISTING GRADE, REPLACE WITH COMPACTED DEPTH TOP SOIL (CURRENT WSDOT SECTION 9-14.1). ;LE: NOT TO SCALE GNAY a� DETAIL: ST-03 BRAWN BY: S.L. Allik FILE: ST-03 CURB REPLACEMENT.DWG01.111, CURB AND GUTTER EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: 'ti REPLACEMENT \91-20-2005 01-20-2006 HYDE c ° ttA Sep 18 05 07:17p ;c;°-> S-13 p.1 CITY OF ANACORTES "AS-BUILT" �`wer zs `� 600 / �7 r Storm CONCRACIOR: __6 G . _C_d_/`5�re/P, ).h U -- PLAT/DIVISION: // BLOCK LOT ADDRESS. _c2// t3 rAdk� . DATE: _--/�I_.�G.S--- d' PERMIT" BLD -a OOS-- O(a3 SCALE = I I —. S L T i R E E T I- I_ILL I � I 1 1"_J_ L---1 —1-/ -: y \ I I-_ NI , I I I i `.:': ' _I ;-. __L_ I I I I I HI____ I—I - I 1 _.__.. _1— j I-_! J -i — IH I --I-I I — --I--II - ! I • 1LI- 1- I i I( III i i I 1 ! I i i 1-I-1 I I I I__ EL_ I I _1_I—i__i-1 { I I—I I_ L_i `i`4 L_ -- !,, ! ■ 'I I I 1 _!--I_ I.__I I 1 -/ I- I o I-- I� ec.,ta!4,lda _, ► _I.__ I _!- ■__ iia 6. , "�' L , NF . 9_"1 P.U'CI . 4s _ 1 I I I -L 1j .ram:— • /' a f n1 4N 151.__kO k /, 1 I I I 1 H Id Au.,4 •C I I I L .: --1— 1 ._J I I I 8.MON --I 1-!-L.. _. : f - - �- - I -� �. . I I 11 _ . .-I : I L_� SR I I I I_i - I I 1 1— I . I i.nLn - —L_I I - -I--- •_ II I-- I— . -I r I I /riv�VA I I —1— ___ I I I I 'v.ilallII. _ ■ 1---L!- I-I 1 - i 1 ... . 111 n= 1 — I I I—I 1.__1 1 1 ; I_ Ilr'� MI 1 1 i 1 1-1---_--1 I I I — - I I—I__I I —; I. , _ _ I�Q �On� III I I L_I1—i -i 1. \SU US I 1 1 I _I_ I I ; LOCATE STREETS)ON GRID MAP INDICATE DEPTII ANI)DISTANCES OF CLEANVOUTS rs! Y 0$., City of Anacortes Permit#: BLD-2005-0123 904 6th Street Issue date: 04/22/2005 P.O.Box 547 Expire date: 04/22/2006 ' iD Anacortes, WA 98221-0547 ''sI' ',/ (360) 293-1901 Job Address: 2011 BRADLEY DR Permit Type: Single Family Residence Permit ANACORTES WA 98221-3011 Project: APN: P59132 Remarks: Construct new single family residence per approved plans as noted Owner: BRIAN DELUTIO Contractor: Address: 1309 MORNING DR Address: OAK HARBOR WA 98277 Phone: (360)279-8015 Phone: License#: General Information: Fees: Use Zone R3 Plan Review Deposit 100.00 Building Height 18.5 Building Permit Fee 1,260.50 Building Valuation 430630 Plan Review Fee 719.33 # Forced Air Furnace<=1,000 1 Mechanical Permit Fees 118.50 #of Bathtubs 2 Plumbing Permit Fee 139.00 #of Clothes Dryers 1 State Building Code Fee 4.50 #of Clothes Washers 1 Sewer Inspection Fee 50.00 #of Dishwashers 1 Storm Drain GFC-Residential 1,126.00 #of Gas Fireplace 1 Sewer GFC-Residential 5,646.00 #of Gas Piping 4 Park Impact Fee 615.00 #of Gas Water Heaters 1 Traffic Impact Fee 900.00 #of Hose Bibbs 3 Total Calculated: 10,678.83 #of Kitchen Sinks 1 Deposits/Receipts: 100.00 #of Lavatories 5 #of Showers 1 Total Due: 10,578.83 #of Ventilation Fans 6 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUC1,79N OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE6F OWNER OR AUTHORIZED AGENT ISSUED BY r � ..,c ag,r„' a�` it.— r x a a .� tom' y:x3 `` 3 s °. d Y;7).1 �X'a3�`;� s' iag. bp'?ag}4 tref i`ki5 w',4 �`4^ R.F h vM.. s;�,. Y.c A 2-�4 ""k Y �ar<< -:,srwrosaviteitt3; ;; p e g'-• '','� � , O 1.18, tNN4.; t §...,-; -vr by e 'c'.^.. l 4 Site Address: -P-V2I-AbIi2 y �1J _ Parcel No.: P6A O, Lot: 01 Block: Div: Addition: MniltVaS's g. >"° *, `T e : 4 , fa . # _ "i. xl9- iiCo rR s5, i-1 -t:a<o;Name Name Name ��I � TFRyn) l d t�ln ✓Ad' I..7)(_At43 Mailing Address Mailing Address Mailing Address I oi)9 ( YCt mC 1 r\v—r 1 C) City: State: Zip: City: State: Zip: City: State: Zip: of y1_ }imeme ,Loh 92)177 Contractor Lic.No.: Phone No.: ' (0J_3.79 •.?1,)niC Phone No.: Phone No.: Exp Date: Contact Person: A I_ \R`Y(_012_ Phone No.: ���(q' I Qq(� r... Y?.,s>:j'-La,+F�++[--°' ,K - t':t''' e,•�r iC`:,r'v::' :??:';�')^.:; �1�V:i,?,,x:�.y�.,7�,{�� r.-,-...�#,pq,:tr.'. - .,rs::-.p-_.N,�,r.�z„ . .-._ x_ 1'3-a':5'�v&i:.�:r:'Kt�.I.=.y:at:; .a h.:i;*:rx.t>:hr�af�.:: r a G. -j'°i'Y,'�r:-�',"�'I:J"^.gin ::;""` ���' t.�s .. - ......a, n�._..v...�t a ��1.$_C.3'.'fx•m,31., :.... -....r. ..�.;.,''''IV.' s,,.'t,>')�i'''ua'::J rn�rl:SJi (Check One) Single Family:X Multi-Family:_ Apartment: Condominimum: Senior Housing: Retail:_Office:_Restaurant:_ Manufacturing: Storage: Bank: Assembly:_Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OF WORK: OF t a) P--.�!OEtNC-C-_ .: "' �, rt?k,� -3.tir,"�„e:".'=.,�. "�.`,:a4:,��!#�'�;�� ,. .:.. :�"w�&. .,.._�. n�� .:1_+rit::. : t.a.�; �'t',�.s.��"-(2z.es}.=n"- :ra::-",z-1 Street Setback: X ft. 2nd Floor: sf (Circle Yor N) 'a. r^a 13t Side Setback: ft. 3`1 Floor: sf Shoreline/Wetlands Y t'n 2"d Side Setback ft. Basement: sf. Water on/Adj.To Property Y =;: cr.. j Rear Setback: C2O ft. Occ.Group: Soils Report Y -n a m to Use Zone: Carport Area: sf. Sensitive Area Y m Ill 0- Type of Construction: V- Garage Area: 7 I-3 sf. Latecomers Agreement Y oCi CD Lot Area:I le77 sf. No.of Stories: Fire Hydrant(250 Feet) a N �m No.of Dwellings: I Building Height: (o Variance Y s' 2 rJ Lot Covera e: Deck Area: 31 a,_ sf. Covenant ® N ls`Floor NH sf. Flood Zone X A AE VE :'= `' 0 F t� Project Valuation(Labor and Material Cost): _ `9 n THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION IQ AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I co AM THE LEGAL OWNER OF THE PROPER R WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNIN THIS E OF WO W L BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FO INSPECTIO S. SIGNATURE: / DATE: I W o- 2rn6-- 07.23 �r ihavizgasi;;;,,,tyisioemsgmti its N Prev ® v E v B D B E 2b\1 �Q SITE ADDRESS: > y? be ASSESSOR'S NO .: !BIR-COD-Q, 7-D(o^ - LOT: 7 BLOCK: ADDITION: Name:'g jno -F,IN,),f t2 jJ I Xflf Name: R )Ckfl A) Mailing Address:I2 Mop AIit..Y-i (r1 ITT LtJ Mailing Address: City:DAL_ µ A&tE State:1 j& Zip: 9aa7 7 City: State: Zip: Phone No.: t.v0 .jig -FL)\ Phone No.: Contractors license No.: NO: Type of Fixture NO: Type of Equipment 3 Water Closet 1.5 GPF Air Cond.Unit HP a Bathtub Refrigeration Unit HP J Shower 2.5 GPM Boiler trump 1 Dishwasher 2.5 GPM / Forced Air System BTU l S Lavatory 2.5 GPM Floor Furnace I Kitchen Sink 2.5 GPM Wall Heater I Clothes Washer I Clothes Dryer Urinal 1.0 GPM 5. Ventilation Fan Drinking Fountain 1 Range Hood I Floor Sink or Drain Air Handling Unit CFM Slop Sink Pre-Manf. Stove or Fireplace / Water Piping I Gas Fireplace 7 Hose Bibs / Gas Water Heater Back Flow Prevention Device q Gas Piping Other(Describe) Other(Describe) GAS: ELEC: OTHER: -US APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL )DES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS 'PLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS 'PLICATION IS ISSUED OR AN A ORIZED GENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING THIS TYPE OF ' ORK WILL BE COMP E KITH, SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION. GNATURE: i ' / DATE: l n /('>2 ) -5vf eat TAL__ STRUCTURAL CALCULATIONS FOR DELUTIO RESIDENCE Anacortes, WA February 23, 2005 Job No. 05-031 lent PREPARED BY: 111 �, ex' eG ST Eik -4QQ44 SCHEMMER ENGINEERING INC. �ss/�NA� NG 317 Commercial Avenue, Suite 101 EXPIRES: 04 / 16 /tg. Anacortes, Washington 98221 (360)293-9006 www.schemmereng.com P StMPEON Hl f•1O ®ITI0.4 _ &2x6 PT PL W/ h"91 AB 0 24" O.C. SIMPSON �; A35 EA JOIST 6 (2)#5 CONT. r --� • e .Fit NOTE: i DO NOT BACKFlLL UNTIL FLOOR SLAB AND 'o• FLOOR SHEATHING ARE IN PLACE! 8"/ / • FILTER FABRIC • S®9'lo C. \1 erticAS S-e �2°o.c. KnRa, • • MAXg1/1� AX •#5 0 9 " D.C.,ALT. HOOKS 24" MIN LAP ROCK • of-DRAIN a i (2)000NT. • I. 4"0 PERF. DRAIN LINEv t k 4" CONC. SLAB WA • \t 1'�O" FlBERMESH REINF. ; (2)#5 CONT. I 1 Zen �' I 1 BASEMENT RETAINING WALL V SCHEMMER ENGINEERING INC. 1610 COMMERCIM. AVENUE, SUITE A DATE: ANACORTES. WA 98221 (360) 293-9006 JOB No.: I 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 . (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: 7 c€D sq.ft. Total heated area: ,a`Y> sq.ft. Total window area divided by total heated area=glazing Z2 . 3 Updated: August 24,2004 Page 1 of 2 f INSTALLER"S CHECKLIST 6 mil black polyethylene covers the crawlspace area. R-10 insulation is installed at slab perimeters or beneath full slab if radiant heat is to be installed. Windows of correct U-value are installed. Window vent ports, if they will be used on this job, are installed. Openings around ducts,wires and pipes are sealed with caulk or insulation. Waterlines in unheated areas are insulated. Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan,if required,with a sone rating of 1.5 or less is installed,with timer or dehumidistat. Windows and doorframes are sealed to prevent air infiltration. Exterior doors are weather-stripped. Baffles to maintain vent openings in ceiling are properly installed. Correct insulation R-value is installed in the floor,walls and ceiling. Insulation is installed behind partitions and in corners;fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. Updated: August 25,2004 Page 2 of 2 N &- 073- 37s-° `32/psu Pe- aid STRUCTURAL CALCULATIONS FOR DELUTIO RESIDENCE RETAINING WALLS Anacortes, WA May 10, 2005 F Job No. 05-031 PREPARED BY: o ASkr�2 .1,>a z t. SCHEMMER ENGINEERING INC. jJ�' r 1, 11 317 Commercial Avenue, Suite 101 ` f``' F Anacortes, Washington 98221ie. %Gi<.4'..` - (360)293-9006 ' 3 www.schemmereng.com iExr'IRES: 04/ ' '� Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 11:05AM, 10 MAY 05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 -Rev. 580010 User.KW-0603023,Ver 580,1-Dec-2003 Restrained Retaining Wall Design Page 1 (c)1983-2003 ENERCALC Enoneenng Software Description Criteria 0 Soil Data 0 Footing Strengths&Dimensions r Retained Height = 12.00 ft Allow Soil Bearing = 2,500.0 psf fc = 2,500 psi Fy = 60,000 psi W Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Total Wall Height = 12.50 ft Heel Active Pressure = 55.0 psf/ft Toe Width = 0.58 ft Toe Active Pressure = 55.0 psf/ft Heel Width = 1.42 Top Support Height = 12.50 ft Passive Pressure = 250.0 psf/ft Total Footing Width = 2.00 Footing Thickness = 12.00 in Slope Behind Wall = 0.00:1 FootingliSoil Friction = 0.300 Height of Soil over Toe = 24.00 in Soil height to ignore Key Width = 0.00 in Soil Density = 110.00 pcf for passive pressure = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @ Top = 3.00 in @ Btm.= 3.00 in Design Summary i Concrete Stem Construction 1 Total Bearing Load = 2,699 lbs Thickness = 10.00 in Fy = 60,000 psi ...resultant ecc. = 0.00 in Wall Weight = 120.8 pcf Pc = 2,500 psi Soil Pressure @ Toe = 0 psf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 2,500 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 0 psf Stem OK stem OK Stem OK ACI Factored @ Heel = 0 psf FootingShear Toe = 0.0psi OK Design height = 12.50 ft 6.83 ft 0.00 ft @ Rebar Size = # 5 # 5 # 5 Footing Shear©Heel = 0.0 psi OK Rebar Spacing = 12.00 in 6.00 in 6.00 in Allowable = 85.0 psi Rebar Placed at = Center Center Center Reaction at Top = 736.5 lbs Rebar Depth 'd' = 5.00 in 5.00 in 5.00 in Reaction at Bottom = 3,801.0 lbs Design Data - fb/FB+fa/Fa = 0.000 0.415 0.936 Sliding Calcs Slab Resists All Sliding! Mu....Actual = 0.0 ft-# 4,945.9 ft-# 11,152.4 ft-# Lateral Sliding Force = 3,801.0 lbs Mn*Phi Allowable = 6,464.7 ft-# 11,908.8 ft-# 11,908.8 ft-# Shear Force @ this height = 0.0 lbs 5,292.9 lbs Shear.....Actual = 0.00 psi 88.22 psi Shear Allowable = 85.00 psi 85.00 psi footing Design Results Rebar Lap Required = 23.40 in 23.40 in Toe eel Rebar embedment into footing = 6.00 in Factored Pressure = 0 0 psf Other Acceptable Sizes&Spacings: Mu':Upward = 0 0 ft-# Toe: None S d -or- Not Mu':Downward = 0 0 ft-# req'd,Mu<S*Fr Mu: Design = 0 0 ft-# Heel:None Speed -or- Not req'd,Mu<S Fr Key: No key defined -or- No key defined Actual 1-Way Shear = 0.00 0.00 psi Allow 1-Way Shear = 85.00 85.00 psi Schemmer Engineering Inc. Title: Job# 9 9 317 Commercial Avenue Dsgnr: Date: 11:05AM, 10 MAY 05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev. 580010 User KW-0803023,Ver 5.8 O.1-Dec-2003 Restrained Retaining Wall Design Page 2 (c)19832003 ENERCALC Engineering Software Description Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing Forces acting on footing for soil pressure >>>Sliding Forces are restrained by the adjacent slab Load&Moment Summary For Footing:For Soil Pressure Coles Moment @ Top of Footing Applied from Stem = -6,560.2 ft-# Surcharge Over Heel = lbs ft ft-# Axial Dead Load on Stem = lbs ft ft-# Soil Over Toe = 128.3 lbs 0.29 ft 37.4 ft# Surcharge Over Toe = lbs ft ft-# Stem Weight = 1,510.4lbs 1.00 ft 1,510.4ft# Soil Over Heel = 770.0Ibs 1.71 ft 1,315.4ft# Footing Weight = 290.0 lbs 1.00 ft 290.0 ft-# Total Vertical Force = 2,698.E lbs Base Moment = -3,407.0 ft# Moment at Footing Base is not Stabilized by Vertical Loads NO SOIL PRESSURE CALLS DONE! . , ,5 I ' 10-0A050000000fNID14" .nncrote w/#5©12" ► 5' Lateral Restraint 736.5# •• 41, ' 4-- • .• N O 14• L 10.0005000000000W"Concrete w/#5 @ 6." 12'-0" 12-6' Q ems@ 1 G"a- e / P- 171 OQ Ia �n I t t 1 _I q cootie Sc,4 ) I V\-- < K & �_< i I J 10.0005000000000014"Concrete w/#5 @ 6.'2- its*st+ - N • :s*: .. ,-p0.\ 1/ v Sliding Restraint 9Csfs "'4y--e W'-�y I 1'M" #0@0.in f @Toe - 4uv irefl- . v17 M&J LINa- #0@0.in 7„ ' T-5" @ Heel 2-0„ Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr. Date: 10:43AM, 10 MAY 05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580010 User.KW-0603023,Ver 5.8.0,1-Dec.2003 Cantilevered Retaining Wall Design Page 1 1 (0)1983-2003 ENERCALC Engmeenng Software Description Criteria 0 ;Soil Data I Footing Strengths& Dimensions Retained Height = 4.00ft Allow Soil Bearing = 2,500.0 psf fc = 2,500 psi Fy = 40,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Heel Active Pressure = 35.0 psf/ft Toe Width = 0.00 ft Slope Behind Wall = 0.00:1 Toe Active Pressure = 35.0 psf/ft Heel Width = 2.50 Height of Soil over Toe = 4.00 In Passive Pressure = 250.0 psf/ft Total Footing Width = 2.50 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingilSoil Friction = 0.300 Wind on Stem = 0.0 psf Soil height to ignore Key Width = 0.00 in for passive pressure = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft r Cover @ Top = 3.00 in §Btm.= 3.00 in Surcharge Loads Surcharge Over Heel = 50.0 psf Surcharge Over Toe = 0.0 psf ' Used To Resist Sliding&Overturning Used for Sliding&Overturning Design Summary m Stem Construction Top Stem - Stem OK Total Bearing Load = 1,973 lbs Design height ft= 0.00 ...resultant ecc. = 4.24 in Wall Material Above"lit" = Concrete Soil Pressure @ Toe = 1,458 psf OK Thickness = 8.04 # 0 Soil Pressure @ Heel = 120 psf OK Rebar Size 16.00 Allowable = 2,500 psf Rebar Spacing = Soil Pressure Less Than Allowable Rebar Placed at Edge Design Data ACI Factored @ Toe = 1,768 psf ACI Factored @ Heel = 146 psf fb/FB+fa/Fa 0.321 Total Force @ Section lbs= 580.9 Footing Shear @ Toe = 0.0 psi OK Moment...Actual ft-#= 850.7 Footing Shear @ Heel = 20.8 psi OK Moment Allowable = 2,646.9 Allowable = 85.0 psi Shear Actual Wall Stability Ratios pgi= 8.1II Overturning = 2.91 OK Shear Allowable psi= 85.0 Sliding = 1.57(Vertical Co Bar Develop ABOVE Ht. in= 12.46 I Sliding Gales (Vertical Component Used) Bar Lap/Hook BELOW Ht. in= 6.00 Lateral Sliding Force = 517.0 lbs Wall Weight = 96.7 less 100%Passive Force= - 222.2 lbs Rebar Depth 'd' in= 6.00 less 100%Friction Force = - 591.8 lbs Masonry Data Added Force Req'd = 0.0 lbs OK Fm psi= Fs psi= ....for 1.5:1 Stability = 0.0 lbs OK Solid Grouting = _Footing Design Results ` Special Inspection Modular Ratio'n' Toe Heel Short Term Factor = Factored Pressure = 1,768 146 psf Equiv.Solid Thick. = Mu':Upward = 0 0 ft-# Masonry Block Type= Normal Weight Mu':Downward = 0 2,330 ft-# Concrete Data Mu: Design = 0 2,330 ft-# fc psi= 2,500.0 Actual 1-Way Shear = 0.00 20.78 psi Fy psi= 40,000.0 Allow 1-Way Shear = 0.00 85.00 psi Other Acceptable Sizes&Spacings Toe Reinforcing = None Spec'd Toe: Not req'd,Mu<S*Fr Heel Reinforcing = #4 @ 12.00 in Heel: #4@ 17.00 in,#5g 26.25 in,#6@ 37.00 in,#7©48.25 in,#8i 48.25 in,#gig 4 Key Reinforcing = None Spec'd Key: No key defined 1 Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 10:43AM, 10 MAY 05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:ACI 318-02,1997 UBC,20031BC,2003 NFPA 5000 Rev. 580010 Page 2 User.KW-0603023,Ver580,1-Dec-2003 Cantilevered Retaining Wall Design (c)1983.2003 ENERCALC Engineenng Software Description Summary of Overturning & Resisting Forces& Moments OVERTURNING..... RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft4 Heel Active Pressure = 517.0 1.79 928.0 Soil Over Heel = 806.7 1.58 1,277.2 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 91.7 1.56 145.1 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe _ SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 435.0 0.33 145.0 Total = 517.0 O.T.M. = 928.0 Earth @ Stem Transitions = Resisting/Overturning Ratio = 2.91 Footing Weight = 375.0 1.25 468.7 Vertical Loads used for Soil Pressure= 1,972.7 lbs Key Weight = Vert.Component = 264.4 2.50 661.0 Vertical component of active pressure used for soil pressure Total= 1,972.7 lbs R.M. 2,697.1 u 8 '71-71- 8.00005in Cons w/#4 c 16.in o/c 6" i ' ''''''''' A dOns— " 4-ti I(oT OC.- IP 2 4. H a_a 4-0' 41-611 014 Designer select 2-6 #4Q12.in all both.mint.-4 t Heel 2'-6" -I . Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 10:42AM, 10 MAY 05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 -Use. 580010 KW-08 1 c)1983W-03 ENE, ALC Ent-0eo2003 Cantilevered Retaining Wall Design Page 1 (c)19834003 ENERCALC Engmeenng Software Description Criteria N (Soil Data 5 Footing Strengths & Dimensions N 1 Retained Height = 6.00ft Allow Soil Bearing = 2,500.0 psf fc = 2,500 psi Fy = 40,000 psi Wall height above soil = 0.50ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Heel Active Pressure = 35.0 psf/ft Toe Width = 0.00 ft Slope Behind Wall = 0.00:1 Toe Active Pressure = 35.0 psf/ft Heel Width = 4.00 Height of Soil over Toe = 4.00 in Passive Pressure = 250.0 psf/ft Total Footing Width = 4.00 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingllSoil Friction = 0.300 (may Width = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Loads 1 Surcharge Over Heel = 50.0 psf Surcharge Over Toe = 0.0 psf Used To Resist Sliding&Overturning Used for Sliding&Overturning Design Summary 0 Stem Construction 1 Top Stem Stem OK Total Bearing Load = 4,113 lbs Design height ft= 0.00 ...resultant ecc. = 4.70 in Wall Material Above'Hi' = Concrete Soil Pressure @ Toe = 1,633 psf OK Thickness = 8.04 Soil Pressure @ Heel = 424 psf OK Rebar Size = # 4 Allowable = 2,500 psf Rebar Spacing 12.00 Soil Pressure Less Than Allowable Rebar Placed at = Edge Design Data ACI Factored @ Toe = 1,998 psf ACI Factored @Heel = 518 psf fb/FB+fa/Fa 0.760 Footing Shear Toe = 0.0 psi OK Total Force @ Section lbs= 1,230.0 Moment....Actual ft-#= 2,628.5 Footing Shear @ Heel = 48.5 psi OK Moment Allowable = 3,505.6 Allowable = 85.0 psi Shear Actual psi= 17.1 Wall Stability Ratios Overturning = 3.77 OK Shear Allowable psi= 85.0 Sliding = 1.50 (Vertical Co Bar Develop ABOVE Ht. in= 12.48 Sliding Cates (Vertical Component Used) Bar Lap/Hook BELOW Ht. in= 6.00 Lateral Sliding Force = 968.9 lbs Wall Weight = 96.7 less 100%Passive Force= - 222.2 lbs Rebar Depth 'd' in= 6.00 less 100%Friction Force = - 1,234.0 lbs Masonry Data psi- Added Force Req'd = 0.0 lbs OK Fs psi= ....for 1.5:1 Stability = 0.0 lbs OK Solid Grouting = Footing Design Results r Special Inspection = Modular Ratio'n' Toe Heel Short Term Factor = Factored Pressure = 1,998 518 psf Equiv.Solid Thick. = Mu':Upward = 0 0 ft-# Masonry Block Type= Normal Weight Mu':Downward = 0 9,626 ft-# Concrete Data Mu: Design = 0 9,626 ft-# fc psi= 2,500.0 Actual 1-Way Shear = 0.00 48.47 psi Fy psi= 40,000.0 Allow 1-Way Shear = 0.00 85.00 psi Other Acceptable Sizes&Spacings Toe Reinforcing = None Spec'd Toe: Not req'd,Mu<S`Fr Heel Reinforcing = #4 @ 4.75 in Heel: #4@ 4.75 in,#5@ 7.50 in,#6@ 10.50 in,#7@ 14.25 in,#8@ 18.75 in,#9@ 23. Key Reinforcing = None Spec'd Key: No key defined Schemmer Engineering Inc. Title: Job# 317 Commercial Avenue Dsgnr: Date: 10.42AM, 10 MAY05 Suite 101 Description: Anacortes,WA 98221 Scope: Code Ref:AC1318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev 580010 User KW-0803023,Ver 5.80,1-Dec-2003 Cantilevered Retaining Wall Design Page 2 (c)1983-2003 ENERCALC Engineenng Software Description Summary of Overturning& Resisting Forces& Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment ttem lbs ft ft-# lbs ft Mt Heel Active Pressure = 968.9 2.47 2,390.6 Soil Over Heel = 2,200.0 2.33 5,133.3 I Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 166.7 2.33 388.9 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 628.3 0.33 209.4 Total = 968.9 O.T.M. = 2,390.6 Earth @ Stem Transitions = ResistinglOvertuming Ratio = 3.77 Footing Weight = 600.0 2.00 1,200.0 Vertical Loads used for Soil Pressure= 4,113.2 lbs Key Weight = Vert.Component = 518.2 4.00 2,073.0 Vertical component of active pressure used for soil pressure Total= 4,113.2 lbs R.M. 9,004.E 1 0u 4 ji . , 8.00005in Cone W/#4 @ 12.in o/c 6" I A It I . i2 c`t 6 IVert 6.-0" 1G�4i.,tcy - fi t-cr. • C� 60 ` Designer select 4-0 #4tm4.75in all hor¢.reinf, Heel 4'-0" I k tat to " (0 N i Afi-y '1X-- s CALK- 1 HIGH POINT OF LOT FIEV= 100.10' WOO BUIL DING Hr.100,10+14.0'=174.10' ACNAL BUILDING HT=17285' 7 • 10, • :1(' '5,":. :. : '''. :11 (�mcR a<AmXOLr (�onc cwa :el _ \�� �Ls� \jai „ q, @`q . - - / aac s�oewu< '�4rq. o 'i• SF L / _ MY a _ / „,,,,,//////10/1 ary 1� a 11; \';�^�_ U hl I , � • 1 / _ \ h p ';PROPOSED 1 GE MONDE IT MDE.2o e1 1 1 RESIDENCE mxsnucnox ncass w/z 1/4 sow 1 i-_ ._ - - �' + MAIN FLOOR ELEV 154 �( r 1 ensE o cwc omv Aer wanmss") 1 �} / - _ - _ 1 _ 1 -,r • nAvos,ux ma sn1CXPIM LOCATION "I i } r _ f. rL{ 4 f,� . -;I DECK I a� w 1 ... 1 V )-5--i I ' ` ' r ii / // ��, fR� Ry Vim. 73...4. 4 ai 5 ........ Cr _.._ 1 ..___.• • YSEMI _..,••_•. 55191'fl'E - LOT6RLQQJ fJFRAS�f' • / • SITE PLAN LOT B2E-11,en sE I =I RLDG FOOIPRINr-3,023 S.F./8'=1'-G' LOT COVERAGE=255% •