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HomeMy WebLinkAboutPermit File BLD-2017-0492 1620 34th Street _ _ _ _ • , , 4 _, ...,, t: , \ . I 4 . ‘,./ IP kik: mil . • . . .' " ' s LA` Isi Cil&f. i f �. ( !� 1 ` r Oill. y e. • 1...i i „1/4., .t : 41".....6 , lik ik LL \I , , 1/4. 1reenrci 41.4.....N .0 04,1 ‘..t:'1;.1..',1'.:::',:,, 12 NI „impla '}I 1 t1. a\ • , ii... Li% Ql\ i,„1:::s4- km IQ) CO `2°' a< 1,..\\ ILI t1/4,0 t‘4, ka, 'es- Limi eitilli . iS\i, Ce }, • . 3. . , „k..) . . . . . . . • } `Lai �T a.) } 0 i , .. . „, .. . \,... ...... bib ., { l i \--.1... Ct V Ct k i 1/431 3 �, 0 rmilailic Ili , La , ,-+....... ,... c...k., . Th,.. , , „„ ..... cz:se) ---P-k . . . . . ., .. ,.. .. . . E casi a.) chin . . .. . .:;.•.:;.. ._: :: . :.::,: 4i eit (1.1\ SCZ== ib lt tit Cl 0 a.) Csi( 11/41/414.11NINHIII3/4%1/4" diSre ON it .:: tilt HN>oebetqc1/4: 44.4. .... 4464.4a " %ttk ...., . : cti -4 •••• - • ....... s- a.)}'e e.CD lib p0.) ,.,! ;.:.: limr;:I';' .1 C `1 �'' ' Ca4 � gemr ffi • , 42 I La . — _ cry • .;. Lisa �. f -�_Iti) al �. ti = 'iaeoee KA7t' •,J , NI O 'C'W Oa v PAGE 1 OF 2 - iv :J'"'yWf SHORT PLAT NO: ANA-95-006 • •-=_- -- _ - --•" - w � a AIM � DATE OF APPROVALS: 8-i9-96 ___ O:.arNE'.RS DECLARATION : _ SURVEYOR ' S CERTIFICATE : ✓DWL"-""- I, JOHN J. VADAI PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT THIS SHORT SUBDIVISION IS BASED i€i�OW ALL MtN BBC 7tiESE P.RE5Et7T THAT WE THE UNDERSIGNED OWNER'S,HEREBY DECLARE THIS SHORT SUBDIVISION OF TRACT "D" OF "BURTNESS SHORT PLAT"_MADE WITH'OUR FREE CONSENT AND IN ACCORDANCE WITH OUR WISHES. UPON AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF ANACORTES SHORT SUBDIVISION ORDINANCE NO. 1805, AND THAT THE COURSES AND DISTANCES ARE RESTRICT,IVZ:1ANI) PROIECTIVE.•,CONVENANTS• KILL BE FILED WITH THIS SHORT SUBDIVISION. SHOWN CORRECTLY HEREON. . _" DATED IN ANACORTES ON THIS 87W DAY OF AUGUST. , 1996 FE is - _ •'� ` �.. _.tee-- .,_5.•.:. .,. DEDICATION OF 34 T #i;4,r-!S T'B'E.E'C=, A'�3`l D 35 T H PLACE : �• a t i 1 r:.:-_ • J0.411 VADAI 116. .-.. / WE, THE UNDERSIGNED OWNER'S atREBY;:DEI)ICATE:;THOSE PORTTOWS' OF. "34TH STREET AND 35TH PLACE" LYING WITHIN THE BOUNDARIES OF THIS CERTIFI'�E NO. 9636 Y�L✓� SHORT PLAT TO THE CITY OF ANACORTES, FOREVER`ROR=PUBLIC ACCESSkAND UTILITY PURPOSES, NOT INCONSISTENT WITH THE USE THEREOF FOR V. lNIB7r Se i PUBLIC HIGHWAY PURPOSES. ALSO GRANTING THE RIGHT TO,;MAKE ALL:,NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AS SHOWN ON APPROVALS : THIS "SURVEY MAP". ALSO THE RIGHT TO MAINTAIN ADRAIDI THE S'I�,EE'FS;_,OVER AND ACROSS ANY TRACT, WHERE WATER MIGhT TAKE A NATURAL COURSE. GRANTED HEREBY IS A WAIVER OF"ALLN1Y`.;C#AIMS' F,OR DAMAGES'AGAINST THE "CITY OF ANACORTES" WHICH MAY BE OCCASIONED THE WITHIN AND FOREGOING SHORT PLAT IS APPROVED IN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF TO THE ADJACENT LAND WITHIN THIS SHORT SUBDIVISION, BY'THE ESTABLISHED CONSTRUCTION, DRAINAGE AND MAINTENANCE OF SAID STREETS. ANACORTES SHORT SUBDIVISION ORDINANCE N0. 1805. r . -- DATED THIS $ - DAY OF ModerilAr , 1996 DEDICATION OF - TRACT " E " (DETENTION_POND): __-- -` -t-_; QQ WE THE UNDERSIGNED OWNER'S HEREBY DEDICATE TRACT "E" TO THE'CCITY 0F"ANACOATES, FOREV-FOR':-STORM DRAINAGE PURPOSES. ALSO THE • - -4`-� fif,N4V✓W. 8 i%4 - RIGHT TO MAINTAIN THE DETENTION POND. GRANTED HEREBY IS A WAIVER OF-ALL CLAIMS FOR_OAMAGRS AGAINST THE "CITY OF ANACORTES" IAN MUNCE GORDON W. BRUCHNER WHICH MAY BE OCCASIONED TO THE ADJACENT LAND WITHIN THIS SHORT SUBDIVISION. _ _ PLANNING DIRECTOR CITY ENGINEER • TREASURER ' S CERTIFICATE : EASEMENT P R O V I S IONS : "y. .:,•'.. 1) SKAGIT COUNTY: A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR, AND GRANTED TO: THE CITY OF ANACOR E$ 1'UGET.rSOUND`R3WER:s�iND LIGHT I HEREBY CERTIFY THAT ALL TAXES HERETOFORE LEVIED AND WHICH HAVE BECOME A LIEN UPON THE LAND COMPANY, GENERAL TELEPHONE COMPANY OF THE NORTHWEST, INC., NATIONWIDE CA.BLEVISIOt�.. INE.v�; AND CASCADE NATURAL GAS CORP., N HAVE HEREON BEEN FULLY PAID AND DISCHARGED ACCORDING TO THE RECORDS OF MY OFFICE UP ETC., AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS,,UNDER AND UPON THE PUBLIC ROADS LOCATED INSIDE:OF THIS SHORT PLAT;AND TO AND DESCRIBED INCLUDING THE YEAR 1F9 �. THE'EXTERIOR TEN (10) FEET PARALLEL AND ADJACENT TO THE STREET FRONTAGES OF 34TH STREET AND"35TH PLACE, IN WHIGUr TO - INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND UTILITIES, CONDUITS, CABLES`-AND-_i'iRES WITH NECESSAIt'/ DATED THIS a® DAY OF G�k,cq�,�.� 199b FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSES OF SERVING THE SUBDIVISION AND OTHER'PROPER` y.W�ITH ELEGTTitIC,:TELEPHONE, Q — AND T.V. CABLE SERVICES, GAS,ETC,, WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES STATED. IN WITNESS WE HAVE SET OUR HANDS AND SEALS ON THIS 87"7/ DAY OF ACJ'Gis7 , 1996 A.LF:s_: 115.- ' r" KAG T COUNTY T SURER DEPUTY TREASURER `..,2) CITY OF ANACORTES: .127-� _ - I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND THAT ALL SPECIAL VERN L. BURTNESS MURIEL A. BURTNESS - -` `- HUSBAND WIFE _ _-,•_-_. ASSESSMENTS ON ANY OF THE PROPERTY HEREIN CONTAINED AND DEDICATED AS STREETS, ALLEYS OR - ;_ ;., FOR OTHER PUBLIC USE, ARE PAID IN FULL. _' DATED THIS = / DAY OF al‘ , 1996 i- ACKNOWLEDGMENT : - REAS R, ITY OF ANACORTES STATE OF WASHINGTON) -'' = S.S. R E S T,R E•:;C T I O N S : '_.--^• ' COUNTY OF: SKAGIT ) RESTRICTIVE'AND,.IROTECTIVE CONVENANTSfCBVERING• ALL LOTS IN THIS SHORT PLAT ARE IN ACCORDANCE WITH I CERTIFY THAT,I KNOW OR HAVE SATISFACTORY EVIDENCE THAT VERN L. & MURIEL A. BURTNESS, HUSBAND AND WIFE, ARE THE PERSONS WHO THE DECLARATION OF PROTECTIVEC)NVENANTS, AS FILED IN VOLUME , OF OFFICIAL RECORDS AT APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND PAGE(S) , UNDER-,AUDITOR'S FILE NUMBED:::•.-96/1 8lG/ 3 RECORDS OF SKAGIT VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. COUNTY, WASHINGTON. ii• DATED ON THIS 8rAf DAY OF AUGUST , 1996 A.D. _• R E C 0 R D I N G C U R T I F I C A_.TS__E. ' - ,I. FILED FOR RECORD AT THE REQUEST OF`1OHN J.;=VADAI ON=THEE' r ZO '''DAY OF 1996 .:T ...aaa _ •vq0� ` � Q �- '9j 40_ MINUTES PAST S'�M, AND RECORDED°-IN -VOLUME..;,_;,!' ;' _QF:"SHORT PLATS,AT AGE(S)/32-/.33 NOT BLIC IN 4 OR THE STATE OF WASHINGTON i s NOTAJ�y UNDER AUDITOR'S FILE NUMBER: q4a g 6p -n.,: , RECORDS OF-S AcIT COUNTY, WASHINGTON. o = .,y,,,,. RESIN G AT: Ef -ACORretS s y PCJBLC' $ MY APPOINHENT EXPIRES: a—cam-9$ �4,-0,0,.2_9, rez PRINTED NAME: JOMA' tJ. VA.A/ _ `'',:f ,=5- I OF c. WAS. _ • 'L SKA T COUNTY AUDITOR -- `' DLPU A ITGR.. (f44-' ' ' -mot=:' .71 i, .-•. VERN L. MURIEL_A. BURT•NE'S -`- z' „ Diu PREPARED FOR: 1620 35TH PLACE._;` ':=` -''' - '''' S H 0 RT P LIIUA'T' oF TRACT D �N ANACORTES62035TH WA -5' 8221 .; =- TEL (360) ,29 -35°k4 �� °� w�'��'►oO9i SCALE: N/A ..-;: TLK JQ$-N0 _.., -• . DRAWN.-BY: 5-95'=! : BURTNESS' SHORT PLAT AN-86-001 °' DATE: 7/2/96 APPROVED BY: DRAWING NO: - '-1:,- (VOLUME 7 OF SHORT PLATS AT PAGES 83-84 A.F. #8604300004) \ DESCRIPTION: • SHORT PLAT -- PART.OF SW1/4 OF THE NE1/4 OF SECTION 25, TWP. 35N, RG. 1 E.,W.M. '' ?�+�"1 CITY OF ANACORTES, SKAGIT COUNTY, WASHINGTON Un JOHN J. VADAI & ASSOCIATES MERIDIAN: N/A Phone: (360) 293-9591 5809 SANDS WAY - SUITE F,Anacortes, Wn. u--,.--- /col- Sit 0) 64,, /3 c;— 1T' _ City of Anacortes Invoice/Permit#: BLD-2017-0492 904 6th Street Applied date: 09/18/2017 P.O.Box 547 Issue date: oe Anacortes, WA 98221-0547 93/1-7F2019- , �w,"° (360) 293-1901 Job Address: 1620 34TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P109544 Remarks: New SFR modular home with close in daylight basement Owner: BURTNESS RICHARD J TRUSTEE Contractor: BAKERVIEW BUILDERS Address: Address: 1604 35TH PL ANACORTES WA 98221-3336 Phone: Phone: (360)293-7989 License#: BAKERBI972JA General Information: Fees: Plan Review Deposit �200.00� State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,550.93 Sewer GFC-Residential 9,206.33 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 12,526.76 Deposits/Receipts: 0.00 Total Due: 12,526.76 11 -•� - •1-'•. 0 T i 1.4 r• r h., I-• T, o-r I h•5 {s lii 2• 1,0 --1 r. •L •� a I h•J t f't •-F l i } _ 0 3*. i•L,• h.j C r: 0 .. ii. m iji r. t , •3F -i 7 •i` i• i .-r •,, m . -11 ^ r-" THIS PERMIT BECOMES NULL A WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN-180 DAYS,q:D9 IF, CONSTRUCTION OR WORK IS SUSPENDED OR AB OR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I$�COMMENCED . rL HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLIC KNOW THE S ALL PR SVISIi It. OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WITH WHETHER SPECIFIED HEREIN OR NOT, Ttlgd GRANTING OF A PERMIT DOES NOT PRESUME HORITY TO VIOLATE OR CAN L—T-HE_PROVISIONS OF ANY OTHER STATE DI LOCAL LAW REGULATING CONS OR THE PERFORMANCE OF CONSTRUCTION. •_. ,r.• .J h•_ SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY .5 8 16 a r �' � 0`' : City of Anacortes Invoice/Permit#: BLD-2017-0492 904 6th Street Applied date: 09/18/2017 P.O.Box 547 Issue date: 06/14/2018 <y',. `W.:• Anacortes, WA 98221-0547 Expire date: 12/11/2019 (360) 293-1901 Job Address: 1620 34TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P109544 Remarks: New single family residence of 6 modular units over daylight basement garage. Owner: RICHARD BURTNESS Contractor: BAKERVIEW BUILDERS Address: 4547 SAINT ANDREWS CT Address: 1604 35TH PL FAIRFIELD CA 94534 ANACORTES WA 98221-3336 Phone: Phone: (360)293-7989 License#: BAKERBI972JA General Information: Fees: Building Valuation 176000 Plan Review Deposit 200.00 #of Gas Fireplace 2 Building Permit Fee 1,419.35 #of Gas Piping 1 Plan Review Fee 722.58 #of Water Piping 1 Mechanical Permit Fees 71.30 #of Hose Bibbs 4 Plumbing Permit Fee 69.00 #of Lavatories 1 State Building Code Fee 4.50 #of Ventilation Fans 3 Sewer Inspection Fee 50.00 #of Water Closets 1 Storm Drain GFC-Residential 1,550.93 Sewer GFC-Residential 9,206.33 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 14,808.99 Deposits/Receipts: 200.00 Total Due: 14,608.99 10w -.. in p r. ro -. c: - = '5 F..:.i F .. Ii, fr. P) --1 F-:. - 1 I .T 1 1 I �(1 CDfi •-..J I l CD • r• _•• I T> P•,i u. r.: i .- i! T ¢•.i 1:-: ' .4:. rn r•:' .. .-I- I--. rt. ...., ri ... (i i i Ili tom. .-1- G 1.17 :\ ([. — :., r n) -n V r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 attygQ t CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMNOEf3. +.�I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISI®N§ OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR:4:NOT:0-1-it GRANTING OF A PERMIT DOES NOT PRESUME O GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER;STATR C C LOOACCAW REG ING CONST-4 10 OR THE PERFORMANCE OF CONSTRUCTION. -.. `-` -. "' ,t' ' /- -_ r� CO :v SIGNATURE O OWN OR AUT' ORIZED • A T IS D sL '- ` CO to CON • TRUCTIO.N NOTES: GENERAL: Scope: Engineering calculations are based on code required design loads imposed on the structure once it has been completely installed on site. Design for resistance to forces imposed during transportation and placement are beyond the scope of these calculations and are the sole responsibility of the manufacturer. CODE: IBC CODE REQUIREMENTS ARE TO BE FOLLOWED. 2015 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, CONTRACTOR SHALL VERIFY ALL NOTES,DIMENSIONS&CONDITIONS PRIOR TO CONSTRUCTION&PROVIDE TEMP.BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND REPORT ALL DISCREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. LOADING' WIND=11.0 MPH,EXPOSURE B SEISMIC=SITE CLASS D,SEISMIC DESIGN CATEGORY D(SS=1.100 S1=.436) ROOF 17 PSF DEAD LOAD 25 PSF SNOW LOAD = 42 PSF FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF DECK 10 PSF DEAD LOAD + 4D PSF LIVE LOAD = 50 PSF INTERIOR PARTITION = 7 PSF EXTERIOR WALL = 9 PSF SITE WORK: GENERAL: UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED,FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6"(MINIMUM)BELOW FINISHED GRADE, ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED_ FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. FOUNDATION: GENERAL: CLASS AND USE Ft SLUMP MINIMUM SACKs/C.Y. A: FOOTINGS AND FOUNDATIONS 3000 3-4 5-1/2 B: SLABS ON GRADE 3000 3-4 5-1/2 1. AIR ENTRAINING AGENT(5%TO 7%)TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER. 2. MI%MAYBE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS 1904 OF THE 18C. 3_ WATER-CEMENT RATIO PER IBC. REINFORCING STEEL: ASTM A615 GRADE 40(#4 BARS&SMALLER)AND GRADE 60(#5 EARS&GREATER)REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AC1 REPORT 315. CONCRETE COVER OF REINFORCING: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, 1-1/2` BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER, 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER, LAP COLUMN VERTICALS. CLASS'A"CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED._ • I T . 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CV ,, `9� _•- ..fir., ...N� ile •4 n �� •- 1� can �' n in I.4•44. 4.••.4. •IIIS•4 • I. \ . 111 ... 0) Wr CIO ton • 4 ............ ....,,, ..tri, mi.....le,. . „o.. .....11 .....m"....,....” ••••••••••....•... 44 :IS . G ,t 'G t� c ••• C:1:11 C.3 aW V Page Project: 6749 BASEMENT . Carolyn Tyrrell Location: PIER PADS ( BASEMENT (I BRG WALL) Tyrrell Engineering , ez,<:: Footing 10405 8th Street East o [2015 International Building Code(2012 NOS)] Edgewood, WA 98372 Footing Size: 3.0 FT x 3,0 FT x 10.00 IN StruCalc Version 9,0.2_5 5/312017 11:12:59 AM Reinforcement: #4 Bars la 9.00 IN. O.C. E/W 1(4) min. Section Footing Design Adequate FOOTING.PROPELRTIEyS . .. - .WADING ITAAM Allowable Soil Bearing Pressure: Qs 1500 psf Concrete Compressive Strength: Ft= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOJING SIZ Width: W= 3 ft Length: L= 3 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d = 6.25 in CQLUMN AND sik4eptATE S1ZZ q Column Type: Wood Column Width: m = 6 in Column Depth: n= 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu = 1198 psf ----4 in---- Effective Allowable Soil Bearing Pressure: {fie= 1375 psf Required Footing Area: Areq = 7_84 sf 1 i i - Area Provided: A= 9.00 sf i Basepiate Bearing; Bearing Required: Bear= 15621 lb 'din Allowable Bearing: Bear-A= 99450 lb f rz_ n Q _ i i ce- Beam-Shear Calculations(One Way Shear): { in Beam Shear. Vul = 5098. lb Allowable Beam Shear: Vol = 16875 lb Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo = 49 In Punching Shear: Vu2 A. 13812 ib - FOQTING LOADING Allowable Punching Shear (ACI 11-35): vc2-a = 68906 lb Live Load: PL = 6700- lb Allowable Punching Shear(ACI 11-36): vc2-b = 81563 ib Dead Load: PO= 4084 lb Allowable Punching Shear(ACI 11-37): vc2-c= 45938 lb Total Load: PT= 10784 lb Controlling Allowable Punching Shear:. vc2= 45938 ib Ultimate Factored Load: Pu = 15621 lb Bending Calculations; - Weight to resist uplift wt 1.5 F.S,: U.R. = 725 lb _ Factored Moment: Mu = 70294 in-lb ' Nominal Moment Strength: Mn = 170825 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a w 0.41 in Steel Required Based on Moment: As(1) = 0.32 in2 Min. code Req'd Reinf. Shrink.lTemp. (ACI-10.5.4):As(2)= 0.72 in2 Controlling Reinforcing Steel: As-mid= 0.72 in2 Selected Reinforcement: #4's© 9.0 in. o.c. elw(4) fvlin. Reinforcement Area-Provided: As = 0.79 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup = 15 in $QTE3 _. -— —.- Project:6749 EASEMENT Carolyn Tyrrell l� Location: PIER PADS @ BEAM(1) Tyrrell Engineering Footing 10405 8th Street East /0.47? [2015 International Building Code(2012 NDS)1 Edgewood, WA 98372 Footing Size: 3,5 FT x 3,5 FT x 10.00 IN StruCatc Version 9.0.2.5 5131201711:12:59 AM Reinforcement #4 Bars @ 8.00 IN. O.C. EIW1(5) min. Section Footing Design Adequate -- FOOTING PROPERTIES LOADING DIAGRAM — — Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: Pc= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 3.5 ft Length: L= 3.5 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6,25 in COLUM1 AN? BAS4PLATE SIZE Column Type: Wood Column Width: m= 6 in Column Depth: n= 6 in FQQTINq CALCUL.ATIGNS Bearing Calculations: Ultimate Bearing Pressure: Qu = 1042 psf Effective Allowable Soil Bearing Pressure: Qe = 1375 pat i---s I,- --; Required Footing Area: Areq= 9.28 sf Area Provided: A = 12.25 sf { i 3 Baseplate Bearing: ( ' Bearing Required: Bear= 18196 lb ' I i I Allowable Bearing: Bear-A= 99450 lb 10 ti i Beam Shear Calculations (One Way Shear): --T- 1 Beam Shear: Vul = 6390 lb s [ I 3 in Allowable.Beam Shear: Vol = 19688 lb Punching Shear Calculations(Two Way Shear): a.s Critical Perimeter: . 0= 49 in i._. . __—7 Punching Shear: Vu2 = 16648 lb DOTING LOADINI Allowable Punching Shear(AC1 11-35): vc2-a= 68906 lb Live Load: Pi.= 7195 lb Allowable Punching Shear(ACI 11-36): vc2-b= 81563 lb Dead Load: PD= $570 lb Allowable Punching Shear(ACI 11-37): vc2-c= 45938 lb Total Load: PT= 12765 lb Controlling Allowable Punching Shear: vc2 = 45938 lb Ultimate Factored Load: Pu= 18196 lb Bending Calculations: Weight to resist uplift w11.5 F.S.: U.R. = 987 lb Factored Moment Mu ^ 95529 in-lb Nominal Moment Strength: Mn = 213014 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.44 in Steel Required Based on Moment: As(1)= 0.43 in2 Min. Code Req'd Reinf; Shrink./Ternp. (ACt-10.5.4): As(2) = 0,84 in2 Controlling Reinforcing Steel: As=regd= 0.84 in2 Selected Reinforcement: #4's.@ 8.0 In. o.c. Ow(5) Min. Reinforcement Area Provided: As = 0.98 in2 Development Length Calculations: Development Length Required: Ld.= 15 in Development Length Supplied: Ld-sup = 18 in ' Q ES - -_ `�. Y Prolece 6749 t3ASEIVIENT Carolyn Tyrrell ° Location: PIER PADS t BEAM(2) Tyrrell Engineering Footing 10406 8th Street East y [2015 International Building Code(2012 NOS)] •Edgewood, WA 98372 Footing Size: 4.0 FT x 4.0 FT x 10.00 IN StruCalo Version 9.0.2.5 5131201711:12:59•AM Reinforcement: #4 Bars a010.00 IN. D.C. FM t(5) min. Section Footing Design Adequate . FQOTILNG PROPERTIES LOADING DIAgRAM Allowable Soil Bearing Pressure.: Qs= 1500 psf Concrete Compressive Strength: Fc= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 -psi s Concrete Reinforcement Cover: C= 3 in FOOTING SIZE Width: W= 4 ft Length: • L_ 4 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d= 6.25 in _ CQLUMN AND BASE?LATE SIZE Column Type: Wood Column Width: m = 6 in Column Depth: n = 6 in FOOTINQ CALCULAJIONS , Bearing Calculations: Ultimate Bearing Pressure: Qu = 1112 pet Effective Allowable Soil Bearing Pressure: Qe= 1375 psf Required Footing Area: Areq= 12.94 sf ;—.6 i t Area Provided: A= 16.00 of T , , Baseplate Bearing: Searing-Required: Bear= 25249 lb t Allowable Bearing: Sear A= 99450 lb tO irt z ry , Beam Shear Calculations (One Way Shear): _ 3;, Seam Shear: Vu1 933� lb Allowable Beam Shear: Vel = 22500 lb Punching Shear Calculations (Two Way Shear): — ►sn�-�-- Critical Perimeter: Bo = 49 in _�. Punching Shear: Vu2= 23605 lb FQOTENG LOADING Allowable Punching Shear(ACI 11-35): vc2-a = 68906 lb Live Load: PL = 9732 lb Allowable Punching Shear(AC1 11-36): vc2-b= 81563 lb Dead Load: PD= 8066 lb Allowable Punching Shear(ACI 11-37): vc2-c= 45938 lb Total Load: PT= 17797 lb Controlling Allowable Punching Shear: vc2 = 45938 lb 1 Ultimate Factored Load: Pu= 26249 lb Bending Calculations: Weight to resist uplift wl 1.5 F,S,: U.R. = 1289 lb Factored Moment: Mu = 151495 in-lb " Nominal Moment Strength: Mn= 213985 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.38 in Steel Required Based on Moment: As(1)A 0.69 1n2 Mtn Code Req'd Reinf ShrinkiTernp. (ACI-10.5.4): As(2)= 0.96 in2 Controlling Reinforcing Steel: As-read = 0.96 in2 Selected Reinforcement: #4's ( 10.0 in. o.c. etw (5) Min. Reinforcement Area Provided: As= 0.98 in2 Development Length Calculations; . Development Length Required: Id= 15 in Development Length Supplied: Ld-sup= 21 in Pra]ect:6749 BASEMENTa $ Carolyn Tyrrell YU, Location: 1) BASEMENT HALL DOOR HDR Tyrrell Engineering Multi-Loaded Multi-Span.Beam 10405 8th Street East o [2015 International Building Code(2012:NOS)] , Edgewood, WA 98372 5.5 IN x 13.5 !N x 3.25 FT StruCalc Version 9,0.2.5 5/3/2017 11:12:58 AM 24F V4-Visually Graded Western Species-Dry Use Section Adequate By: 11.8% Controlling Factor: Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U5938 Dead Load 0.01 in Total Load 0.01 IN L/3335 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L1240 • REACTIONS A Live Load 7195 lb 5237 lb Dead Load 5570 lb 3971 lb Total Load 12765 lb 9208 lb I R; Bearing Length 3.57 in 2.58 In BEAM DATA center Span Length 3.25 ft .- LL = _ - - Unbraced Length Top 1.33 ft A 3.25 ft B Unbraced Length-Bottom 3.25 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 7 Camber Required 0.01 UNIFORM LQADS Center Notch Depth 0.00 Uniform Live Load 600 plf Uniform Dead Load 295 plf MATEBI&L PRQPERT1ES Beam Self Weight 16 plf 24F-V4-Visually Graded Western Species Total Uniform Load 911 plf Base Values Adiusted POINT LOADS-CENTEi SPAN. Bending Stress: Fb = 2400 psi Controlled by: Load.Number One Fb cmpr = 1850 psi Fb' = 2396 psi Live Load 9732 lb Cd= QO 1.00 Dead Load 7929 lb Shear Stress: Fv 265 psi Fv' 265 psi Location 1.25 #f Cd=1.QO Modulus of Elasticity: E = 1800 ksi E` = 1800 ksi TRAPEZ ?IDAL WADS -CENTER SPAN Comp. -l-to Grain: Fc--1-= 650 psi Fc - L.' e 650 psi Load Number one Left Live Load 375 pif Controlling Moment: 15138 ft-lb Left Dead Load 300 plf 1.27 Ft from left support of span 2 (Center Span) Right Live Load 375 pif Created by combining all dead loads and live loads on span(s) 2 Right Dead Load 300 Of Controlling Shear: 11757 lb Load Start 1.25 ft At a distance d from left support of span 2 (Center Span) Load End 3.25 ft Created by combining all dead loads and live loads on.span(s) 2 Load Length 2 ft Comparisons with required sections: Req'd Provided Section Modulus: 75.81 in3 167.06 in3 Area (Shear): 66.55 in2 74.25 in2 Moment of Inertia (deflection): 81.16 in4 1127.87 in4 Moment: 15138 ft-lb 33359 ft-lb Shear: 11.757lb 131181b NOTES a — ., Project: 6749 BASEMENT page Carolyn Tyrrell 12,7 Location: 2) MAIN FLOOR BEAM BASEMENT Tyrrell Engineering Multi-Loaded Multi-Span Beam 10405 8th Street East of t2015 International Building Code(2012 NDS)) Edgewood, WA .98372 5.5 IN x 15.0 IN x 8.0 FT StruCaic Version 9.0.2.5 5f3120171 t:12:59 AM 24F-V4-Visually Graded Western Species.-Dry Use Section Adequate By: 1,2% Controlling Factor: Shear PEFLECT1ONS Center J..UADING DtAQRAtI Live Load 0.04 IN U2724 Dead Load 0.03 in Total Load 0.06 IN.U1488 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 RaACTIOts 4 . Live Load 7907 lb 1825 lb Dead Load .6514 lb 1558 lb Total Load 14421 lb 3383 lb i Bearing Length 4.03 in 0.95 in I SEAM DATA Center Span Length 8 ft v . Unbraced Length-Top 1.33 if eft_Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.03 UNIFORM LOADi Center Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERViL P.R)PERTIE, Beam Self Weight 18 Of 24F-V4 -Visually Graded Western Species Total Uniform Load 18 plf Base Values Adjusted POINT LOADS -CENTER SPAN Bending Stress: Fb = 2400 psi Controlled by: Load Number One Fb cmpr= 1850 psi Fb'= 2396 psi Live Load 9732 lb Cd=l..©O C1=1.00 Dead Load 7929 lb Shear Stress: Fv = 265 psi Fv' = 265 psi Location 1.5 ft Cd=1.QQ Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Comp. -I-to Grain: Fe- 650 psi Fe- = 650 psi Controlling Moment 21546 ft-lb 1.52 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 14400 lb At a distance cl from left support of span-2 (Center Span) Created by combining all dead loads and live loads on spans)2 Comparisons with required sections: Reaed Provided Section Modulus: 107.92 in3 206.25 in3 Area (Shear): 81,E-1 1n2 .82.5 in2 Moment of Inertia(deflection): 249.57 in4 1546.88 in4 Moment 21546 ft-lb 41177 ft-lb Shear; 14400 lb 14575 lb OTE - -...._... .,.... page Project;6749 BASEMENT Carolyn Tyrrell ( Location: 3) GARAGE DOOR HORS Tyrrell Engineering Combination Roof And Floor Beam 10405 8th Street East [2015 International Building Code(2012 NOS)] Edgewood, WA 98372 3.5 IN x 9.25 IN x 10.5 FT .Stru.Calc Version 9.0.2.5 513/2017 11:12:59 AM #2 - Hem-Fir-Dry Use Section Adequate By: 10,9% Controlling Factor: Moment. D FL,ECIIQI'1S Center .LOADING I I4+ MRA Live Load 0.10 IN U1202 Dead Load 0.19 in Total Load 0.29 IN U433 Live Load Deflection Criteria: U360 Total Load Deflection Criteria; Lf240 REACTIO)IS A B Live Load 604 lb 604 lb Dead Load 1072 lb 1072 lb Total Load 1676 lb 1676 lb Bearing Length 1.18 in 1.18 in BEAMDATA Center new .,eyr' ate:.=_-.'."��:;C v'"3"k=.s �'.' k�r.'4 S�.:.`.x�.� -�=� Span Length 10.5 ft Unbraced Length Top 0 ft ' A 19.5 f - Roof Pitch 4 ;12 Floor Duration Factor 1.00 Roof Duration Factor 1,15. ROOF LOADING Notch Depth 0.00 Side 1 Side 2 MATERIAL PROF RT(ES Roof Live Load RLL= 25 psf 25 psf #2-Hem-Fir Roof Dead Load RDL = 20 psf 20 psf Base Values. Adjusted Roof Tributary Width RTW= 1 ft 2 ft Bending Stress: Fb= 850 psi Fb' = 1173 psi Cd=1.15 CF=1.20 , FLOOR LOADING Shear Stress: Fv= 150 psi Fv' = 173 psi Side 1 Wig? Cd=1.15 Floor Live Load FLL= 40 psf 40 psf Modulus of Elasticity: E= 1300 ksi E`= 1300 icsi i Floor Dead Load FDL= 15 psf 15. psf Comp. -1-to Grain: Fc--1-= 40.5 psi Fc--L.' = 405 psi Floor Tributary Width FTW= 1 ft 0 ft Controlling Moment: 4400 ft-lb Wall Load WALL = 120 pif , 5.25 ft from left support ' BEAM LOADII►IC Created by combining all dead and live loads. Roof Uniform Live Load: wL-roof= 75 plf Controlling Shear -1442 lb Roof Uniform Dead Load: wD-roof= 63 pif At a distance d from support. Floor Uniform Live Load: wL-floor= 40 Of Created by combining all dead and live loads, Floor Uniform Dead Load: wD-floor,= 15 pif , Beam Self Weight: BSW = 6 plfComparisons with required sections: Ber!'t! Provided Section Modulus: 45.01 in3 49.J1 in3 Combined Uniform.Live Load: wL= 115 pif Area(Shear): 12.54 in2- 32.38 in2 Combined Uniform Dead Load: wD = 204 pif Combined Uniform Total Load: wT= 319 Of Moment of Inertia (deflection); 127.92 in4 230.84 in4 Controlling Total Design Load: wT-cont= 319 pif _,�__ Moment: 4400 ft-lb .4879 t lb - — - Shear: -1442 lb. 3723 lb NOTES Project.6749 BASEMENT Carolyn Tyrrell j Location: DECK JOISTS Tyrrell Engineering 26 Floor Joist 10405 8th Street East (2-015 International Building Qode(2012 NDS)J Edgewood, WA 98372 1.5 IN x 9.25 IN x 15,0 FT . 12 Q.C. SfruCaic Version 9,0.2.5 5/3/201711.:12:59 AM #2- Hem-Fir-Wet Use Section Adequate By: 27.0% Controlling Factor: Deflection PEFLECTIQNS Center I LOADING DIAGRAM Live Load 0.39 IN Lf457 Dead Load 0.10 in Total Load 0.49 IN Ll366 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B ` Live Load 300. lb 300 lb Dead Load 75 lb 75 lb Total Load 375 lb 375 lb Bearing Length 0.92 in 0.92 in SUPPORT LOADS A j2 ,. - _ _ ...q y,� . �- -4 Live Load 300 Of 300 plf '� AIL -Dead Load 75 plf 75 plf A • is ft - 0 Total Load 375 pit 375 pif ' . l MATERIAL PROPERTIES - . -. V I #2- Hem-Fir JO! T DATA Center pace Values Adjusted , Span Length 15 ft Bending Stress: Fb = 850 psi Fb' = 1075 psi Unbraced Length-Top 0 ft Cd=1.O0 CF=1.10 Gr1.15 Unbraced Length-Bottom 0 ft Shear Stress: Fv= 150 psi Fv1 = 146 psi Floor sheathing applied to top of joists-top of joists fully braced, Cd=L_QQ Cm=4.97 Floor Duration Factor 1.00 Modulus of Elasticity E = 1300 ksi E' = 1170 ksi JOIST LOADJNG Cm=p 9fl Uniform Floor Loading Center Comp. -1-to Grain: Fc---= 405 psi Fe--L' = 271 psi Live Load LL= 40 psf Cm=O 67 Dead Load DL= 10 psf Total Loud TL = 50 psf- Controlling Moment: 1406 ft-lb 1 TL Adj. For Joist Spacing wT= .50 plf 7.5 Ft from left support of span 2 (Center Span) -.. , . Created by combining ail dead loads and live loads on span(s) 2 Controlling Shear: 338 lb At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Reo'd Provided Section Modulus: 15.69 in3 21.39 in3 Area(Shear): 3.48 in2 13.88 in2 Moment of inertia (deflection): 77.87 in4 98.93 in4 Moment: 1406 ft-lb 1917 ft-lb Shear 338 lb 1346 lb „d- NOTES .. .Tyrrell Engineering Title Timberland#6749 Page : 1 10405 8th Street East Job.# : Dsgnr. tit Date: 24 APR 2017 Edgewood, WA 98372 Description.... / Typical crawlspace fig&stem 5-1 This Waif in File: c:lusersldanldocumentstretainpr0 10 project filesltirnberlandt6749.rpx RitstriPro(c) 1987-2016, Bulid 11,t6.11.12 License: KW-06058102 Restrained Retaining Wall Code: IBC 2015,ACI 315-14,ACI 530-13 License To : TYRRELL ENGINEERING Lteda 1 Soil Data wow _________-/ Retained Height = 2.00ft Allow Soil Bearing = 1,500.0 psf Wail height above soil = 0.50 ft Equivalent Fluid Pressure Method Total Wall Height = 2.50 ft At-rest Heel Pressure _ 35.0 psffft j ,14 , Passive Pressure = 250.0 psflft Top Support Height = 2.50 ft 1;:: :,, ��;n;'• Soil Density 110.00 pcf _ . :;• Slope Behind Wa1 = 0.00 FootingilSoil Frictior = 0.350 -- t4. Height of Soil over Toe = 0,00 in Soil height to ignore for passive pressure = 12.00 in _. . Thumbnail Surcharge Loads 1 11110.Laterlwaum..oad Applied to Stem [Adjacent Footing Load1 Surcharge Over Heel = 0.0 psf Lateral Load - 0.0#tft Adjacent Footing Load = 0.0 lbs >>>Used To Resist Sliding&Overturning _..Height to Top = 0,00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding &Overturning _ Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stern I Load Type = Wind (W) Footing Type Line Load (Strength Level) Base Above/Below Soil _ 0.0Axial Dead Load 350.0 lbs at Back of Wall ft Axial live Load = 405.0 lbs Wind on Exposed Stern = 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 LEarth Pressure Seismic Load i Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load II F /WpWeight Multiplier = 0.000 g Added seismic per unit area 0.0 psf LpeSi n Summary „immigLConcrete Stun Construction I Total Bearing Load = 1,211 lbs Thickness = 8.00 in Fy = 40,000 psi. ...resultant ace, -- 0.15 in Wall Weight = 104.0 psf fc r 3,000 psi , Soil Pressure© Toe �-• 911 psf OK Stern is FREE to rotate at top of footing Soil Pressure @ Heel = 911 psf OK Allowable 1,500 psf Mmax Between Soil Pressure Less Than Allowable IS s Top Support Top& Base @ Base of Wall . ACl Factored Toe = 1,283 psf _ As<Min'AAs<Min° As< Min% ACI Factored @ Heel = 1,146 psf FootingShear Toe - 0.1 psi OK Design Height Above Ftc y 2.50 ft 0.97 ft u.uv u Rebar Size # 4 # 4 # 4 Footing Shear @ Heel = 3.9 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 82.2 psi Rebar Placed at = Center Center Center Reaction at Top = 17.7 lbs Rebar Depth 'd' w 4.00 in 4.00 in 4.00 ►n Reaction at Bottom = 105.8 lbs Design Data Sliding Stability Ratio = 3.35 OK fb/FB+ fa/Fa = 1.000 1.000 1.000 Sliding Cafcs .Mu....Actual = 0.0 ft-# .35.5 ft-# 0.0ft4 Lateral Sliding Force = 105.8 Os Mn* Phi Allowable = 1,755.8 ft-# 1,755.8 ft-# 1,756.8ti4 less 100% Passive farms - 69.4 lbs less 100% Friction Force= - 423.8 lbs Shear Force It this height = 29.9 lbs 82,1 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5 Stability - 0.0 lbs OK Shear.....Actual 0.62 psi 1.71 psi Shear...,.Aliowable -- 82.16 psi 82,16 psi Vertical component of active lateral soil pressure IS NOT considered In the calculation of soil bearing Other Acceptable.Sizes-& Spacings: Toe: None Speed -or- Not raged: Mu < phi*5*Iambdesgrt(f'crSm Load Factors . . HeekNone Spec'd -or- Not req`d, Mu <phi*5*larnbda*sgrt(rcy*Sm Building Code 1BC 2015,AC1 Key: No key defined -or- No key defined Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Tyrrell Engineering Title Timberland#6749 Page: 2 10405 8th Street East Job#f: Dsgnr: dt Date: 24 APR 2017 Edgewood, WA 98372 Description__ Typical crawlspace ftg &stem ,167/ 124 This Wall in File: c:lusere\danldocuments\retaiinpro 10 project trlesltimberiand\8749,rpx RetalnPro(c)1887r-2016, Build'11.16:f 1.1Z ""'"""' License:KW-00066102 Restrained Retaining Wall Code: IBC 2015,AC! 318-14,ACI 530-13 License To : TYRRELL ENGINEERING Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0 in2/ft (413) *As: 0 in2/ft Mtn Stern T&S Reinf Area 0.480 in2 200bdffy: 200(12)(4)/40000 : 9.24 in2/ft Min Stern T&S Reinf Area per ft of stem Height : 0.192 in2lft O.0018bh : 0.0018(12)(8) : 0.1728 in2/ft Horizontal Reinforcing Options : t--- - One layer of: Two layers of : Required Area : 0.1728 in2lft #4@ 12.50 in #4@ 25.00 in Provided Area : 0.15 itatft #5@ 19.38 in ##5@.38,75 in Maximum Area : 0.9754 in2ift @ 27,50 in #6@ 55.00 in Wax Between Ends Vertical Reinforcing Horizontal Reinforcing _ _.__As (based on applied moment) : 0.0032 in2/ft (4/3)*As : 0.0043 in2lft Min Stem T&S Reinf Area 0.293 in2 200bdify : 200(12)(4)/40000 ; 0.24 in2lft Min Stem T&S Reinf Area per ft of stern Height: 0.192 in2/ft 0.0018bh : 0.0018(12)(8) : 0.1728 in2/ft Horizontal Reinforcing Options : r .._-_.r .^._ One layer of: Two layers of: Required Area: 0.1728 in2lft #4@ 12,50 in #4@ 25.00 in • Provided Area : 0.15 in2Jft #5@ 19.38 in #5@ 38.75 in Maximum Area : 0.9754 in2/ft #60) 27.50 in #6(e 55.00 in Base Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0 in2/ft (413)* s : 0 in2/ft Min Stern T&S Reinf Area 0.187 in2 200bdffy: 200(12)(4)140000 : 0,24 in2ift Min Stern T&S Reinf Area per ft of stem Height : 0.192 in2/ft 0.0018bh : 0,0018(12)(8) : 0.1728 in2lft Horizontal Reinforcing Options : ----= One layer o,: Two layers of: Required Area : 0,1728 i.n2tft #4{cz 12.50 in #4@ 25.00 in Provided Area: 0.15 in2ift #5641 19.38 in #55@ 38.75 in Maximum Area : 0.9754 in2lft #5@ 27.50 in #60 55,00 in [ oting Strengths& Dimensions --) L Footing Design Results Toe Width = 0,33 ft Toe eel. Heel Width = 1.00 Factored Pressure -- 1,283 1,146 psf Total Footing Widif = 1,33 Mud : Upward = 70 64 ft-# Footing Thickness = 8.00 in Mu' : Downward 7 21 ft-# Key Width = 0.00 in Mu: Design - 63 -43 ft-# Key Depth = 0.00 in Actual 1-Way Shear = 0.10 3.92 psi Key Distance from Toe. = 0.00 it Allow 1-Way Shear = 82,16 82.16 psi fc. = 3,000 psi Fy = 40,000 psi . Footing Concrete Density = 150.00 pcf Alin footing T&S reinf Area 0.23 in2 Min, As % = 0.00i8 Min footing T&S reinf Area per foot 0.17 in2 ift Cover @ Top = 2.00 in @ Btm_= 3.00 in if one layer of horizontal bars: If two layers Of horizontal bars: #4( 13.89 in #4@ 27,78 in #5@ 21.53 in #5@ 43.06 in #6 30.56 in #6@ 61.11 in Tyrrell kngineering Title Timberland#6749 Page : 3 10405 8th Street East Job#: Dsgnr. dt Date: 24 APR 2017 Edgewood,WA 98372 Description.... 1-7/ Typical crawlspace ftg &stem 4 This Wall in File: c:iusersidanidocurnentsiretainpro 10 project iilesltimberlandt6749:rpx . RetainPro(c) 1987-2 tl 1 Build ii.18.11.12 License: KW-08058102 Restrained Retaining Wall Code: IBC 2015,ACl 318-14,ACI 530-13 License To :1YRRELL ENGINEERING ,� _.. . Summa of Forces on Footin ! : Slab is NOT resistin! slidin, , stem is PINNED at footin• Forces acting on footing for overturning,sliding, &soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... lbs ft ft-# Resisting Moments... lbs lbs ft ft-# Stem Shear©Top of Footing = -51.3 0.67 -34.2 Surcharge Over Heel = Heel Active Pressure = -54.4 0.32 -17.3 Adjacent Footing Load Sliding Force == 105.8 Axial Dead Load on Stem = 755,0 0.67 502.1 Overturning Moment = -51.5 Soil Over Toe Stem Weight = 250.0 Footing Overturning Stability Ratio 2.02 Surcharge Over Toe -- 0.67 166.3 Net Moment Used For Soil Pressure Calculations 15.1 ft-# Soil Over Heel = 73.0 1.16 84.9 Footing Weight = 133.0 0.67 88.4 Net Mom. at StemlFtg interface = 15.1 ft4t Total Vertical Force - 1,211.01bs Allow. Mom. ® StemlFtg interface= 1,0973 ft-# Resisting Moment = 841.7 Allow. Mom. Exceeds.Applied-Mom.? Yes Therefore Uniform. Soil Pressure= 910.5 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. r.Terrell Engineering Title Timberland#6749 Page ; 1 10405 8th Street.East Job#; Dsgnr. dt Date: 21 APR 2017 Edgewoad, WA 98372 Description.... Typical 8' basement wall l e/ Zh This wait in File: c:luserstdanldocumentstretainpro 10 project fiiesltimbertand16749.RPX RersinPro(c) 1987 2016, Build 11.16.'11.12 - License; a- 05s102 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To : TYRRELL ENGINEERING L1t0rta 1 Soil Data weal toeVRwirs Retained Height = 7.75 ft Allow Soil Bearing = 1,500.0 psf ,,:: ;,; Walt height above soil = 0.50 ft Equivalent Fluid Pressure Method .;'�, Total Wall Height - 8,25 ft At-rest Heel Pressure - 35.0 psflft - Top Support Height = 8.25 Passive Pressure - 250.0 psflft Soil Density = 110.00 pc€ Slope Behind Wal = 0.00 Faoting}ISoil Friction - 0.350 : .' ., Height of Soil over Toe = 0.00 in Soil height to ignore for passive pressure = 12.00 in 1 Thumbnail b i LSurcharge Loads 1 Uniform Lateral Load Applied to Stem Adjacent Footing Load - 0 Surcharge Over Heel -- 0.0 psf Lateral Load -- 0.0#(#t Adjacent.Footing Load = 0.0 lbs >>>Used To Resist Sliding& Overturning ...Height to Top - 0.00 ft Footing Width 0.00 ft Surcharge Over Toe = 0.0 psi ...Height to Bottorr = 0.00 ft Eccentricity - 0,00 in Used for Sliding & Overturning Wall to Fig CL Dist - 0.00 ft Axial Load Applied to Stem I Load Type = Wind (W) Footing Type Line Load (Strength Leven Base Above/Below Soil Axial Dead Load - 350.0 lbs at Back of Wan 0,0 ft Axial Live Load = 405.0 lbs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = ao in Poisson's Ratio = 0.300 ',Earth. Pressure Seismic Load i Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf LStern Weight Seismic Load 0 FP I Wp Weight Multiplier = 0.000 .9 Added seismic per unit area - 0.{i psf [Design Sulmnarymiaimmium ji Concrete Stem Construction Total Bearing Load = 2,085 lbs Thickness - 8.00 in Fy = 40,000 psi ...resultant eco. .. = 1,11 in Wall Weight = 100,0 psf Pc = 3,000 psi Soil Pressure Toe 1,390 psf OK Stem is FREE to rotate at top of footing Soil Pressure © Heel = 1,390 psf OK Allowable = 1,500 psf Mmax Between Soil Pressure Less Than Allowable . @ Top Support Top&Base @ Base of Wall ACI Factored @ Toe = 1,121 psf Stern OK Stem OK Stem OK AO Factored ra Heel - 2,432 psf Design Height Above Ftc -- 8.25 ft 3.45 it o.00 ft Footing Shear fg Toe = 0.8 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear© Heel .. 7.0 psi OK Rebar Spacing = 10.00 in 10.00 in 10.00 in Allowable = 82.2 psi Rebar Placed at = Center Center Center Reaction at Top = 328.1 lbs Rebar Depth 'd' - 4.00 in 4,00 in 4.00 in Reaction at Bottom - 910.6 lbs Design Data fbIFB+fa/Fa = 0.000 0.645 0.000 Sliding Calcs Mu....Actual = 0,0 ft-# 1,785..8 ft-# 0.0ft-# Lateral Sliding Force - 910.6 lbs Mn "Phi..,.Allowable 7 7 2, 66. ft-# 2,766.7 ft-# 2,766.7 ft-# Shear Force© this height = 526.6 lbs 1,1.55.1 lbs Shear Actual - 10.97 psi 24.07 psi Vertical component of active lateral soil pressure IS Shear...x Allowable = 82.16 psi 82.16 psi NOT considered in the calculation of soil bearing Other Acceptable Sizes &Spacings: Toe: None Spec'd -or- Not req'd: Mu <phi*5*lambda*sgrt(fc)*Sm Load Factors Heel:None Speed -or- Not reqd: Mu < phi*5"lambda*sgrt(fc)*Sre Building Code IBC 2015,ACI Key: No key defined -or- No key defined Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Tyrrell- Engineering Title Timberland#8749 Page: 2 10405 8th Street East Job# : Dsgnr; dt Date: 21 APR 2017 Edgewoods WA 98372 Description.... Typical 8' basement wall /417 24 This Wall in File: c;tuserstdantdocumentstretainpro 10 project filesltimbertandt6749.RPX . . RetainPro W 1987-2010, Build 11.16,.11,1.2 Lice nse :a!tc)160Sel02 Restrained Retaining Wall Code: IBC 2015,AC1318-14,ACt 530-13- License To : TYRRELL ENGINEERING . .• Concrete Stem Reber Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As(based on applied moment) ; 0 in2/ft (4/3)*As ; 0 in2/ft Min Stem T&$ Reinf Area 1.544 in2. 200bdlfy: 200(12)(4)/40000 : 0,24 in2l'ft Min Stem T&S Reinf Area per ft of stem Height : 0.192 in2/ft 0.001 2bhr : 0.0012(12)(8) : 0.1152 in2/ft Horizontal Reinforcing Options : 4------- One layer of: Two layers.of: Required Area : 01152 in2/ft #4@, 12.50 in #4@ 25.00 in Provided Area: 0.24 in2fft. #5@ 19.38 in #5© 34,75 in Maximum.Area : 0.9754 in2/ft # 27.50 in #6© 55.00 in • Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0.1617 in2/ft (4/3) *As : 0,2156 in2/ft Min Stem T&S Reinf Area 0.922 in2 200bd/fy : 200(12)(4)/40000 : 0.24 1n2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.192 in2/ft 0.0012bh : 0.0012(12)(8) : 0.1152 in2/ft Horizontal Reinforcing Options: One layer of:. Two layers of; Required Area :. 0.2156 in2lft #4@ 12.50 in #4@ 25.00 in Provided Area : 0.24 in2/ft #5a 19.38 in #5@ 38.75 in Maximum Area : 0.9754 in2/ft #6(g)_27.50 in #6t@ 55.00 in Base Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0 in2/ft (413) *As : 0 in2/ft Min Stern T&S Reinf Area 0.662 in2 200bd/fy: 20002)(4)/4Q00D : 0.24 in2lft Min Stem T&S Reinf Area per ft of stem Height: 0.192 1n2/ft 0.0012bh ; 0.0012(12)(8) 0.1152 in2lft Horizontal Reinforcing Options : ==4. =__� One layer of: Two layers of: Required Area : 0.1152 in2/ft #4@ 12.50 in #4@ 25.00 in Provided Area: 0.24 in2/ft #5@ 19.38 in #5@ 38,75 in Maximum Area : 0,9754 in2lft #6©27,50 in #6Q 55.00 in Footing Strengths &Dimensions 4 Footing Design Results Toe Width =. 0.42 ft 1 Heel Width = 1.08 Factored Pressure = 1,121 2,432 psf Total Footing Widtl• = 1.50 Mu' : Upward -- 108 201 ft- Footing Thickness _ 8.00 in Mu' : Downward = 10 99 ft-# Key Width _ 0.00 in Mu: Design = 97 -101 ft# Key Depth = 0.00 in Actual 1-Way Shear = 0.79 6.99 psi Key Distance from Toe = 0.00 ft Allow 1-Way Shear = 82.16 82.16 psi f c = 3,000 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min footing T&S reinf Area 0.26 in2 Mir:. As % = 0,0018 Min footing T&S reinf Area per foot 0.17 in2 fit Cover(g Top = 2.00 in �! Btm.= 3.00 in if one layer of horizontal bars: If two layers of horizontal bars; #4@ 13.89 in #4( 27.78 in #5 aid 21.53 in #5@ 43.06 in #6 c�+ 30.56 in #66 61,11 in a Tyrrell Ongineering Title Timberland#6749 Page: 3 104066 8th Street East Job#-: Asgnr. dt Date: 21 APR 2017 Edgewood,WA 98372 Description._.. Typical 8` basement wall 2.O This Wall in File: clusers\danldocumentslretainpro 10 project fileslttimbertand\6749.RP RetainPro(01987-2016, Build 14.16.11.12 License:KW-060661.02 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,AC1530-13 License To : TYRRELL ENGINEERING �,_, ....�- mow. . Summary. of Forces on Footing : Slab RESISTS sliding, stun Is PINNED at footing .. I Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = lbs ft ft-# Axial Dead Load on Stem = 755.0 lbs 0.75 ft 566:3ft-# Soil Over Toe = tbs ft ft-# Adjacent Footing Load = lbs -ft ft-# Surcharge Over Toe = lbs ft ft4 Stem Weight = 825.01bs 0.75 ft 618.8ft4 Soil Over Meet = 355.2 lbs 1.29 ft 458.8ft4 Footing Weight .= 150.0lbs 0.75 ft 112.5ft-# Total Vertical Force = 2,085.2lbs Moment = 1,756.3f 4 Net Morn. at Stem/Ftg Interface= -192.4 ft-# Allow. Mom. @ StecnlFtg Interface" 1,729.2 ft.# Allow. Mom. Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure= 1,390.1 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance_ . Tyrreii Engineering Title Timberland#6749 Page : 1 10405 8th Street East Job# : Dsgnr_ dt Date: 24 APR 2017 Edgewoodl WA 98372 Description.... i'tg&stem at new stairway 2-y 7,0 This Wall in Filer c:tusers\dan\documents\retainpro 10 project files‘timberland16749.rpx RetainPre(019874016, aultd 11.1-6_11.12 License :-KW-06050102 Cantilevered Retaining Wall Code: IBC 2012,ACI 318-.11,AC1 530_11 License To : TYRRELL.ENGINEERING [ Criteria Soil Data , .. .....mgamins ej • - Allow Soil Bearing = 1,500.0 psf :^:<.•': `' Retained Height - 3.50 ft -�: -,-- g Equivalent Fluid Pressure Method ': ` Wall height above soil = 0• 0 ft Active Heel Pressure = 35.0 psf/ft Behind Wall - 0.00 _ Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psflft .. Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf Soil Density, Toe - 0.00 pcf - : FootingliSoil Friction = 0.350 Soil height to ignore for passive pressure = 12,013 in Surcharge Loads 1 Lateral Load Applied to St7. em` k (Adjacent Footing Load Surcharge Over Heel 0.0 psf Lateral Load - 0_0*ft Adjacent Footing Load - 0.0 lbs Used To Resist Sliding &Overturning ...Height to Top = 0.00 ft Footing Width - 0.00 ft Surcharge Over Toe = .0.0 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall to Ftg CL Dist - 0.00 ft Load Tape = Wind I Axial Load Applied to Stem (Service Level) Footing Type Line Load Base Above/Below Soil 0.0 ft. Axial Dead Load = 225.0 lbs Wind on Exposed Stern = 0.0 psf at Back of Wall Axial Live Load = 108.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary 4 ,Stern Construction - • Bottomb _ Wall Stability Ratios Design Height Above Ft ft#Bar Lap 00 Overturning - 2:45 OK Well Material Above "Ht" = Concrete Stab Resists All Sliding I Design Method - LRFD Thickness 8.00 Total Bearing Load = 1,036 lbs Rebar Size = # 4 ...resultant eco. - 2.07 in Rebar Spacing = 16.00 e - 942 psf OKReber Placed at - Center Soil Pressure Soil Pressure CO� Heel = 243 sf OK Design Data p fb/FB+ fa/Fa - 0.228 Allowable = 1,500 psf Total Force @ Section Soil Pressure Less Than Allowable Service Level lbs= ACI Factored @ Toe = 1,318 psf ACI Factored 0 Heel - 340 psf Strength Level 1bs= 343.0 al Footing Shear L Toe - 7.6 psi OK Moment. evel ft-# Footing Shear @ Heel 0.8 psi OK Service Level Allowable _ g2,2 psi Strength Level ft-#= 400.2 Sliding Cafes Moment Allowable = 1,755.8 Lateral Sliding Force =. 303.8 lbs Service Level psi= Strength Level psi= 7.1 Shear..._Allowable psi= 82.2 Anet (Masonry) in2- Reber Depth 'd' in= 4.00 Masonry Data rm psi= Fs psi= Solid Grouting = Vertical component of active lateral soil pressure IS Modular Ration' _ NOT considered in the calculation of soil bearing Wall Weight psf= 100.0 Load Factors Short Term Factor = Building Code IBC 2012,ACI Equiv. Solid Thick_ = Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = ASD Earth, H 1.600 Concrete Data - - Wind, W 1.000 fa psi= 3,000.0 Seismic, E 1.000 Fy psi= 40,000.0 Tyrrell Engineering Title Timberland #6749 Page : 2 10405 8th Street East Job # : Dsgnr: dt Date: 24 APR 2017 Edgewood,WA 98372 Description.... ftg & stem at new stairway 2-2 24) This Wall in File:.c:luserstdaredacumentstretainpro 10 prciectfies1tirrberland\67d9.rpx RetainPrre(019872 016, Build 11.16.11.12 leena ( samoz Cantilevered .lej red Retainin g Wall Code. IBC 20123ACI 318-1I, Ct 530-11 License To: TYRRELL ENGINEERING Concrete Stem Rebar Area Details Bottom Stern Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0.0362 in2./ft (4/3) *As : 0.048-3 in2/ft Min Stern T&S Reinf Area 0.768 in2 200bdify : 200(12)(4)/40000: 0.24 in2/ft Mir! Stem T&S Reinf Area per ft of stem Height : 0.192 in2/ft 0.0012bh : 0.Q012(12)(8) : 0.1152 in2lft Horizontal Reinforcing.Options : = One layer of: Two layers of-: Required Area : 0.1152 in2/ft #4@ 12.50 in ##4@ 25.00 in Provided Area : 0.1.51n2/ft #5@ 19.38 in #5@ 38.7-5 in Maximum Area : 0.9754 irt2/ft #6@ 27.50 in #6© 55.00 in Footing Dimensions & Strengthspi Footing Design Results Toe Width .- 0.75-ft T,gee Feel Heel Width e 1.00 Factored Pressure a 1.318 340 psf Total Footing Width = 1.75 Mu' : Upward = 331 . 22 ft-# Footing Thickness e. 6.00 in Mu' : Downward = 34 32 ft-# Mu: Design .r. 298 10 ft-# Key Width = 0.00 in Actual 1-Way Shear = 7.59 0.75 psi Key Depth = 0.00 in Allow 1-Way Shear = 82.16 82.16 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = None Spec'd fc = 3,000 psi Fy = 40,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min. As % = 0.0018 Other Acceptable Sizes& Spacings Cover© Top 2.00 § Rime: 3.00 in Toe: Not req'd: Mu < phi*5larnb da*sgrt(f'c)*Sm Heel: Not req"d; Mu < phi*5*lambda*sgrt(f'c)*Srn Key: No key defined Min footing T&S reinf Area 0.30 in2 Min footing T&S reinf Area per foot 0.17 in2 i t If one layer of horizontal bars: If two layers of horizontal bars: #4@ 13.89 in #4©27.78 in #5© 21.53 in #5©43.06 in #6@ 30.56 in #6(4161.11 in i Surma of Overturnrn• & Resistin• Forces & Moments OVERTURNING .....RESISTING...., Force Distance Moment Force Distance Moment Item lbs ft ft,* lbs ft ft-# Heel Active Pressure = 303.8 1.39 422.0 Soil Over Heel -- 128.3 1.$5 203.2 Surcharge over Heel = Sloped Soil Over Heel Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load T Adjacent Footing Load Added Lateral Load -- Axial Dead Load on Stem= 225,0 1.08 243.8 Load @ Stem Above Soil = *Axial Live Load on Stem = 108.0 1.08 117.0 Soil Over Toe Surcharge Over Toe = Total 303.8D.T.M. 422.0 Stem Weight(s)- = 400.0 1,08 433.3 Earth a@ Stern Transitions.= b Footing Weight = 175,0 0.88 153,1 Resisting/Overturning Ratio = 2.45 Key Weight Vertical Loads used for Soil Pressure= 1,036,3 lbs Vert, Component -- Total = 928.3 lbs R.M.= l 6 1,033,4 *Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tyrrell engineering Title Timberland#6749 Page : 3 10405 8th Street East Job# : .Dsgnr: dt Date: 24 APR 2017 Edgewood,WA 98372 Description.... ftg &stem at new stairway i This Wall in File: c:lusersldanldocurnentslretainpro 10 project tilesitimberiand16749.rpx Lices a616, 8u;ld 1i.1s.11. 2ne:Kro Wo 02 Cantilevered Retaining Wall Code: IBC 2012,ACl 318-11 ,ACI 530-11 License To : TYRRELL ENGINEERING Lrtlt 1 Horizontal Deflection 0 Top of Wall due to §ettlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 poi Horizontal©e8 ©Top of Wall(approximate only) 0.060 in The above calculation is not valid if the heel soil bearing pressure excewds that of the toe. because the wall would then tend to rotate into the retained soil. • = Tyrrell.Engineering Title Timberland#8749 Page : 1 10405 8th Street East Job#: Dsgnr: dt Date: 24 APR 2017 Edgewood,WA 98372 Description.... Cantilevered wall at back of garage 2.-47 This Wall in File: c:lusersidan\documentslretainpro 10 project filesltimberlandi6749.rpx Retaini2ro(c) 198T 2.016, Build 11 e:M.12 - License: KW-06056102 Cantilevered Retaining Wall Code: IBC 201 s,AC1318-14,ACI-530-13 License To : TYRRELL ENGINEERING Criteria r 'Soil Data - = , . .. Retained Height - 6.00 ft Allow Soil Bearing = 1,500.0 psi Wall height above sail - 2.00 Equivalent Fluid Pressure Method Active Heel Pressure - 35.0 psf/ft Slope Behind Wall = 0.00 Height of Soil over Toe r 0.00 in Passive Pressure = 250.0 psi/ft Water height over heel = 0.0 ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 0.00 pcf FootingllSoll Friction - 0.350 Soil height to ignore for passive pressure -- 12.00 in - 4 • Surcharge Loads t Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psi Lateral Load = 0.0 lift Adjacent Footing Load = 0,0 lbs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Used for Sliding &Overturning Walt to Ftg CL Dist - 0.00 ft Load Type = Wind (W) Axial Load Applied to Stem i (Service Level) Footing Type Line Load Base Above/Below Soil Axial Dead Load = 115.0 lbs Wind on Exposed Stem = 0.0 psi at Back of Wall R 0.0 ft Axial Live Load - 80.0 lbs (Service Level) Poisson's Ratio = 0.300 Axial Load Eccentricity = 0.0 in Design Summary i . [stem Construiction I Bottom Bar LapiEmb Wall Stability Ratios Design HeightAbove Ftc ft= 0.00 Overturning = 1.86 OK Wall Material Above "Ht" = Concrete Slab Resists All Sliding I Design Method = LRFD Thickness - 8,00 Total Bearing Load = 1,515 lbs Reber Size = # 4 ...resultant ecc. = 4.80. in Reber Spacing = 10.00 Soil Pressure Toe = 949 psi OK Reber Placed at Center Data .. . Design Soil Pressure © Heel K 101 psf 4K - .. _. . fb1FB +fa/Fa = 0.729 Allowable 1,500 psi Total Force S Section Soil Pressure Less Than Allowable eauice Lave) lbs= AOl Factored S Toe = 1,273 psi Strength Level lbs= 1,008.0 ACI Factored @ Heel = 141 psi Footing Shear(Toe = 25.5 psi OK Moment.-.Actual Footing Shear s Heel = 3.6 psi OK Service Level ft-#= Allowable = 82.2 psi Strength Level ft-# 2,018.0 Sliding Calms Moment Allowable - 2,768.7 Lateral Sliding Force = 777.8 lbs Service Level psi= Strength Level psi..= 21.0 Shear.....Allowable psi= 82.2 Anet(Masonry) in2= Reber Depth 'd' in= 4.00 Masonry Data _. fm p.si Fs psi A-- Solid Grouting Vertical component of active lateral soil pressure, IS Modular Ratio'n` - NOT considered in the calculation of soil bearing Wail Weight psf= 100.0 Load Factors _ Short Term Factor = . Building Code IBC 2015,ACI Equiv. Solid Thick. Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.800 Masonry Design Method At ASD Earth, H 1.800 Concrete Data Wind, W 1.000 fc psi.= 3,000.0 Seismic, E 1.000 Fy - psi= 40,000.0 Tyrrell Engineering Title Timberland #6749 Page : 2 10405 8th Street East Job#: Dsgnr: dt Date: 24 APR 2017 Edgewood,WA 98372 Description.... Cantilevered wall at back of garage , 2---67,, ,,•- This Walt in File: cAuserssdanldocuments\retainpro 10 project filesltimberland16749.rpx RetatnPro(c)1981-2016, Build ii..16.19.�12 License:Kw-06056102 Cantilevered! Retaining Wall Code: IB.0 2015,ACI 318.-14,ACI 530-13 License To TYRRELL ENGINEERING Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0,1825 in2fft (413)*As.: 0,24341n2fft Min Stem T&S Reinf Area 1.536 in2 200bdffy : 2Q0(12)(4)/40000 : 0,24 in2lft Min Stern VAS Reinf Area per ft of stem Height.: 0.192 In21ft 0.0012bh :0.0012(12)(8) : 0.1152 in2/ft Horizontal Reinforcing Options ; One layer of: Two layers of: Required Area: 0.24 in2fft #4@ 12.50 in #4@ 25.00 in Provided Area: 0.24 in2/ft #5@ 19.38 in #5@ 38.75 in Maximum Area : 0.9754 in2lft #6@ 27.50 in #6@ 55.00 In Footing Dimensions & Strengths I _iimiFooting Design Results Toe Width _ 2.00 ft Iga Heel Heel Width - 1.00 Factored Pressure w• 1,273 141 psf Total Footing Width = 3.00 Mu' : Upward = 2,042 10 ft-# Footing Thickness = 8.00 in Mu' : Downward = 240 . 51 ft-# Mu: Design = 1,802 40 ft-# Key Width -. 0.00 in Actual 1Way Shear = 25.46 3.57 psi Key Depth - 0.00 in Allow 1-Way Shear = 82.16 82.16 psi Key Distance from Toe = 0.00 ft Toe Reinforcing = #4 @ 12.00 in f c = 3,000 psi Fy = 40,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf key Reinforcing = None Speed Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover© Top 2.00 Ofg Btrn= 3.00 in Toe: 12.53 in,#5@.19.42 in,#6 27.56 in, #7@ 37.58 in,#8@ 49.48.in, #9@ 6 Heel: Not req'd: Mu < phi*5iambda*sgrt(fc)*Sm Key: No key defined Min footing T&S reinf Area 0.52 in2 Min footing T&S reinf Areaper foot 0.17 in2 ift If one layer of horizontal bars: If two layers of horizontal bars: #4@ 13.89 in #4©.27.78 in #5@ 21.53 in #50 43.06 in #6€%' 30.56 in #6 aQ 61.11 in Summa of Overturnin! 4 Resisti a Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure - 777.8 2.22 1,728..4 Soil Over Heel = 220.0 2,83 823.3 surcharge over Heel = Sloped Soil Over Heel - Surcharge Over Toe = Surcharge Over Heel Adjacent Footing Load - Adjacent Footing Load Added Lateral Load = Axial Dead Load on Stem 115.0 2.33 288.3 Load @ Stem Above Soil = "Axial Live Load on Stem = 80.0 2.33 186.7 Soil Over Toe = Surcharge Over Toe = Total 777.8 O.T.M. 1,728.4 Stern Weight(s) = 800.0 2,33 1,866.7 Earth c Stem Transitions= Footing Weight = 300.0 1,50 450.0 Resisting/Overturning Ratio = 1.86 Key Weight Vertical Loads used for Soil Pressure = 1,515.0 lbs Vert. Component - Total = 1,435.0 lbs R.M.= 3,208.3 *Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tyr're>ji Engineering Title Timberland#6749 Page _ 3 10405 8th Street East Job#: Dsgnr: dt Date: 24 APR 2017 Edgewood,WA 98372 Description.,.. Cantilevered wall at back of garage '?. . This Wall in File: c:lusers\danldocumentstretainpro 1(}project files\timberiand16749.rpx RetainPro(c) 1987-2016, Build 11.16.'11.12 Usense : Kw4060558102 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACl 530-13 License To : TYRRELL ENGINEERING Tilt 1 Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction.Modulus 250.0 pci Horizontal Deft ©Top of Wall(approximate only) 0.067 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil_ -, i i ONE PERMIT PER FLOOR ,� 4 Department of Labor and Industries FACTORY PERMI\ Factory Assembled Structures , .:::;5 PO Box 44430 '. Do not complete shaded are Olympia WA 98504-4430 Pen I �i c1 _. .-i 1 Manufacturer No. Contact Phone fit`l 0 aLt^?c q r 44(6,!' Manufacturer Phone J , Address f( City State Zip iAO, 37�ir 5 iYvl ' 4 Nu. 5 ,At.W 144 P8oef,_11 indicating check the appropriate box the type of floor(unit)to be inspected and list the serial numbr model number and plan approval number in the spaces provided. \ ' 0 Commercial Coach Serial No. &74. Model No. Factory Built Structures ,g a 1 A El Temporary Worker Housing Plan Approval Number � Qf PaS 0-7 moss'7 Q Vendor!Medical Units - FLOOR FLOOR REIN. 1 ja i,1- � 1 Date Invoice# Date Invoice# COVER COVER REIN. d- Date Invoice# Date Invoice# INSULATION INSUL REIN. i1 I Z.-ice- 7',to L-it•-[ Date Invoice# Date Invoice# VAPOR BARRIER VB REIN_ IriffRAI —l-' IT?'`iZ:i-- Date Invoice# *•to In 'ice# FINAL FINAL REIN. rfri---- --'-- 1 2-t - S 77 :Z2 Date Invoice# Date Invoice Date Area Office Ins ect r 2- -1 -Cg i i I --- Return to Central Office, MS 4430 within 3 working day. er final inspection. 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FACTORY PERIVII PO Box 44430 ` 5: Do not complete shaded ar Olympia WA 98504-4430 > 1'eroiL Manufacturer No. � Contact Phone / -la c I g4 .9C /1CX4 _ Manufacturer IPhone { -1 i 11,0 tt t.#4nr, ih t(lay s I 4' 3 7. 3e., AddressCity State Zip i.,10/ 37-fV � tV Please check the appropriate box indicating the type of floor(unit)to be inspected and list the serial numbt model number and plan approval number in the spaces provided_ 0 Commercial Coach Serial No, airFactory Built Structures Madel No, 0 Temporary Worker Housing Plan Approval Number 0 Vendor/Medical Units b8 l part neat Use O y FLOOR FLOOR REIN. JC t 1- 8-.01. __224L4_2____ \ , Date Invoice# Date Invoice# COVER COVER REIN. s' 1141-a) "71b`tL Date Invoice# Date Invoice# INSULATION INSUL REIN, r ..., ' 12--(„-c 1 7 7t4`-ly I Date Invoice# Date Invoice# VAPOR BARRIER V$REIN- oil 1 - Date Invoice# s.to In ice# FINAL FINAL REIN. ir7--ild"::--1 7,-1 -03 77 z2.12. 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FILE COPY ��Y o Planning, Community, & Economic Development Department � +,R, PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 ' V 13 Elements of SWPPP (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg. 236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. 1 � Owner Name: i�?��/7 24d=!fSS k b& Site Address: /Z,2 O 34 —ST Prepared By: G/j /J/C k/SD d JiE`c7 24i.` dk--eS The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for X These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq. ft. sq.ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits i Before beginning land disturbing activities, including clearing and grading, clearly mark all clefts,sensitive-areas and their buffers, and trees that are to be preserved within the construction area. )V' Retain the duff layer, native top soil,and natural vegetation in an undisturbed state to the maximum degree practical. //v/ii/me, Page 1 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. cjVt' Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. Ar Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. XWhere feasible,design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5'10e,77 D2 1r-C- G a,'/ �3� co ei2 7? Lei( ,./7 x-QZ0,14 ELEMENT 5: Stabilize Soils Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding sodding, mulching, plastic covering,erosion control fabrics and matting,soil application of polyacrvlamide (PAM),the early application of rg avel base early on areas to be paved, and dust contra! )if. Control stormwater volume and velocity within the site to minimize soil erosion. Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion f Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. `r During the dry season (May 1—Sept 30):7 days o During the wet season (Oct 1—Apr 30): 2 days .4' Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. JY Stabilize soil stockpiles from.erosion, protect with sediment trapping measures, and where possible, be located away from storm drain inlets,waterways, and drainage channels. "Xl Minimize the amount of soil exposed during construction activity. X Minimize the disturbance of steep slopes. Minimize soil compaction and, unless infeasible, preserve topsoil. ELEMENT 6: Protect Slopes Design and construct cut-and-fill slopes irLa manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness,and roughening slope surfaces (Ex:track walking). Page 3 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets el?" Design, construct,and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains Iiste.din Element 6.above. Provide stabilization, including armoring material,adequate to prevent of outlets, adJ'_a_cent streambanks,slopes, and downstream reaches at the outlets of all conveyance systems. The_best method_for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. ELEMENT 9: Control Pollutants Design, install, implement,and maintain effective pollution prevention measures to minimize the discharge of pollutants. yHandle and dispose of all pollutants, including waste materials and demolition debris that occur on-site-in a manner that does not cause contamination of stormwater. Po_y_des.over,containment,and protection from vandalismfor all chemicals, liquid pro ucts, petroleum products,and other materials that have the potential to pose a_threat t human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110%of the volume contained in the lamest tank within the containment structure. Double-walled tanks do not re uigeadditional secondary containment. Conduct maintenance,fueling,and repair of hea y equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,witlocal sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. Apply feilizers and�esticides in a manerand at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. ed' Use BMPs to prevent conta_inatioaoof stormwater runoff by pH-modifying sources.The sources for this contamination include, but are not limited to: bulk cement,cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing,exposed aggregate processes, dewatering concrete vaults, concrete pumping,and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of f the water quality standards. - Page 5 of 8 March, 2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. (--eC l-Gno Lis2.-04;•7' - ELEMENT 11: Maintain BMPs L c Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. XRemove all temporary erosion and sediment control BMPs within 30 days after achieving final site tabilization orfter the temporary BMPs are no longer d.SQme temporay erosion and sediment control BMPs are bio-degradable and designed to remain in place following constru ' suchas compost socks. Provide_protection to all BMPs installed for the permanent controlof stormwater from sediment and co_paction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the cons ruction documents. )1 Remove or stabilize trapped sediment on site. P,ermanently stabilize disturbed soil resulting from removal of BMPs or vegetation. (-() // dO ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead ESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not requirethe inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. Phase development proiects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continy.d performance of their intend_ function. Maintain, update,and implement the SWPPP. XClearing and grading activities for developments shall be permitted only if conducted using an approved site development plan Le.g.,subdivision approval). From_Oct 1 through Apr 30,clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving hT site through a combination of the following: Page 7 of 8 March, 2017 0 Y PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ` �C' RESIDENTIAL BUILDING PERMIT APPLICATION 7 ' F � n � Mailing Address:P.O. Box 547, Anacortes, WA 98221 \`'9,l�w.,l IY Office Location: 904 6th Street, Anacortes WA 98821 S E P I, 8 2011 Phone: (360) 293-1901, Fax: (360) 293-1938 r r, ',' F,4�'��I CORTES PLEASE REFER TO T RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS Street,Suite#): Parcel(s)#: IL,P 3 4— - I ba � Z c Subdivision/Lot#: Project Valuation: $ /7g,0004© APPLICANT: Phone: Fax: � i ie,kI so Rl 360=7638-(5az. Address(Street,City#State Zip): E-Mail Address: 1400¢- ss !s tt , Ab -lEs PROPERTY OWNER: Phone: Fax: R%e 4*,2 i7 ` 4iI N Es S Address(Street,City,State,Zip): 4.'S.4 r SR'N7 14'?1 e' 'r Mail Address: •rgi'Of rE Lb, C g c714 c4 CONTACT PERSON: Phone: Fax: RC - te.kfsbd Address(Street, City,State,Zip): E-Mail Address: 1/004- s 4 Pt_ /94/f4 Lo S LENDING AGENC Phone: Fax: 4- Address(Street,City,State,Zip): E-Mail Addressg4 C_ONTRACTOR:* Phone: Fax: Address(Street, City,State,Zip): E-Mail Address: ) 4 3V�`—' PL4& grue012.f&-S r')�� a L.k.Ls oN roit,Ier.Goni Professional License#: Exp Date: *All Contractors&Subcontractors must have a valid City of Anacorter�a itilz7,41. 4- DIl business license prior to doing work in the City. Contact the City's Business License#: Ex Date: Finance Department at(360)299-196 . PROPOSED WO1,2K: $ 4 ©k21(I J tO� ��J� L(I!e'YL , til.• P i I ► forrn . Z �1 e L©sE /N G. 67t ,,JZ-- PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 2!7 Finished Basement: ►'1 Unfinished Basement ❑ 1St Floor SQ': 3/ZD Garage/Carport SQ': 2nd Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: Yes ❑ No$' Lot Area SQ':900 Is construction associated with an accessory dwelling unit? Yes ❑ No I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the Ci of Anacortes. Print Name: /Q9 1 -.l � . Oly Owner D Agent y(specify h0' iL--- Signature: .66!' Date: Page 1 of 3 ---"'"‘""-->"-EgoKERviEvir UILDERS June 18, 2018 1604 35th Pl.Anacortes Wa.98221 360-293-7989 #BakerB1972ja COA Engineering Soils Test 1620 34th street Concerning soils test conducted June 15 2018. A 24" hole was dug as per instructions. A stake was driven in the center of the hole with 1" increments. The soil conditions are as follows. The first 14"was dark soil with texture able to pack into a ball.The next 6"was coarse sand and gravel.From 20"to 24"was hard clay. The hole was filled with 6" of water,as per instructions. In 2 hours the water level dropped 1". In 6 hours it had dropped 2". After 12 hours there was still 3" of water in the hole. No further tests were performed. In conclusion I am requesting that we be able to dump the roof water into the storm sewer. Sin rely, CIS N ,Apor Bakerview Builders \A + id4 , •.vtl --11(17 • JUN192018 I� FILE COPY CITY OFANAGI°►P_i a. ANACORTES PUBLIC WORKS DEPARTMENT os ,°� Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 VP 0 t w E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 '1oo. Memo Date: October 4,2017 To: Paul Ingalls, Plans Examiner From: Steven Lange ..,....eL.ir___ Subject: Site Plan Review#1 for 1620 34th Street cc: Eric Shjarback, Justin Symonds The submitted site plan for 1620 34th Street was reviewed by the Public Works Engineering Department on October 4, 2017. • 10-04-17: Submittal, dated September 18, 2017, to Public Works Engineering • 10-04-17: Public Works review and memo back to Building Department The following comments are provided: • This project is in an area of known active well heads. It is recommended to install perimeter drains around the property to protect the foundation from subsurface flows. • Show all easement so record on the site plan. The reference BLA map has great information that should be shown on this site plan. • Identify all of the utility connection locations on the site plan. • There is an 11 SF building on-site, shown on the BLA map. Is this a Well House? If so, what is proposed to abandon the well head? • Identify the drainage easement agreement with the adjacent property and show on the site plan • The maximum driveway width for residential access is 20-feet. Per STR-28 of the 2011 EDS Standards, Chapter 3— Streets. • Driveway approach is a Type1. The sidewalk in this area will need to be replaced with 6-inch cement concrete. • No additional frontage improvements are required under this proposal. A.,,. • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services q....--/p Ingalls, Paul From: Ingalls, Paul Sent: Wednesday, October 11, 2017 10:00 AM To: 'rjdickison@frontier.com' Subject: Proposed home at 1620 34th Street Attachments: 1620 34th Street Building Dept plan review.doc; Planning Dept review.docx; 10-04-17 PW Review Memo 1620 34th Street.pdf Rick, I have attached my plan review notes and the notes from Planning & Public Works Departments. The most significant issue is my note#7 regarding fire area, hydrants and fire sprinklers. Please let us know how you plan to proceed. Paul Ingalls Plans Examiner City of Anacortes (360)293-1908 i GI�Y°� Anacortes Planning& Community Development Dept, Permit Center C kt P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 ° Don Measamer,Building Official,Planning Director FAX(360)293-1938 October 11, 2017 Rick Dickison 1604 35t Place Anacortes, WA 98221 RE: Plan Review notes for the proposed modular home at 1620 34to Street. Please address the following items so I can complete the plan review. 1. Please provide a full size accurate site plan, drawn to scale, showing the proposed location of the house, lot lines, setbacks, and all items requested in the review notes from the Planning Department and the Engineering Department. Indicate slope and drainage. 2. Supply stamped engineer's structural plans and details with calculations for the modular unit connections (marriage lines)to each other and to the foundation. The only engineering we have received is for the foundation construction. 3. The design load criteria stated on Sheet 6 is outdated. Please provide criteria based on the 2015 IBC. 4. Please provide the valuation for all of the onsite work including the foundation, basement garages, office,bathroom& stairs, and the decks. Include the cost of connecting the modular units to each other and to the foundation, and marriage line completion work. 5. Indicate on the plans the landing outside of the utility room exterior door and stairs to grade if needed. 6. What will be the level of completion of the modular units when delivered to the site? Will all of the interior and exterior wall finishes be complete except for the marriage lines? We will need an inspection report or certification from the Department of Labor& Industries verifying that all pre-built units have passed inspection. 7. The fire area,which is a total square footage of all areas under a roof, and the basement square footage, is about 5,630 s.f.;which exceeds the 4,800 square foot threshold where 2 fire hydrants within 225 feet of the lot are required. With over 4,800 s.f., a fire flow of 2,000 gpm is required flowed from 2 hydrants at once. See Table C102.1 and B105.1 (2) of the 2015 International Fire Code. There is only one hydrant close enough to count, but only if just 1,750 gpm fire flow was required,hydrant#334 is about 230 feet from the nearest corner of the lot. There is no fire flow test on record for that hydrant. The fire area would have to be less than 4,800 s.f. for that hydrant to qualify, and it would have to test at at least 1,750 gpm. The other alternative would be to install NFPA 13D fire sprinklers in the building. Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, October 4, 2017 10:09 AM To: Fyrrce, Groc Cc: Ingalls, Paul Subject: BLD-2017-0492, 1620 34th Street 10-4-17 RE: BLD-2017-0492,1620 34th Street Groc, I have completed my review of the building permit application to construct a residence at 1620 34th Street. The following revisions are needed: 1. Per AMC Chapter 16.50, one tree is required per 1,000 square feet of lot area.Therefore, since the property is 15,122 SQ', fifteen (15)trees are required. Please revise your landscape plan and show the location of the 15 trees on your property.Specify either the common name or species. Native vegetation is preferred. 2. Please revise your landscape plan.Twenty(20) percent of the site needs to be landscaped per AMC 17.41.020(G). Planting areas along street frontages shall be a minimum of fifteen (15)feet wide with trees planted at an average of thirty feet apart per AMC 17.41.020(D). Please specify on the landscape plan what type of plants(common name or species) will be planted and where they will be located. Native vegetation is preferred. 3. Please show all building elevations. Elevations for the north and south appear to be missing. 4. Show average original grade on your elevations and how you are meeting the maximum permitted height of 35' in the R3 Zone. 5. Identify, patios,sidewalks, driveways,covered porches, decks, etc., on your site plan. 6. Provide lot coverage calculations on your site plan and how you are less than the maximum permitted 35% threshold for the R3 Zoning District. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 BUILDING PERMIT APPLICATION REVIEW: DATE: Cc11 \--\- 11 PERMIT#: 11--0 v) CIV2...., SITE ADDRESS: --\--)r-, J PARCEL#: I \1' SURVEYED SITE PLAN: 1 yes ❑ no -(-D r- an, f • Does site plan & dimensions match survey yes ❑ no ZONING DISTRICT: V..:-. • Is the land usepermitted in zone yes ❑ no f N CRITICAL AREAS: j • Is any critical areas located either on the subject property or within 300 feet ❑ yes no SHORELINE JURISDICTION: ,s 3 • ❑ yes ❑ no • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment ❑ yes 0 no i J IMPERVIOUS SURFACE MAXIMUM: n .(� ) 5 ) 1-?,zic lA � ) -1 I MINIMUM SETBACKS: �(° ,,,,? MINIMUM LANDSCAPING: ',' ( _0 cF MINIMUM # OF TREES: C)'^ � �� ; \-1 \i-E*1S MAX LOT COVERAGE: 330/c MAX PERMITTED HEIGHT:35), A._.,, 311 10 \ : %q (—N, OFF-STREET PARKING: C5\ �,fQic-nli/6l � ) 0(04_5 1 EASEMENTS: Ci\\C S - M' ie- f) , L `US ,`3113 W k' r � Q 4 31120 w 1620 161,4 �� o 15�4 z w 32ND STREET 1708 1.706 1704 Q -NV i 32ND STREET 32ND STREET 161,7 1515 1511 1501 1703 3208 1709 1707 1705 3208 ' 3212 0.46 _ I - _ Z'T 3220 _ 3301 I ~ 3302 oC _3303 MO- I n O 0 3301 13302 3306 3309 v,3307 EE 3304 3305 :3306 3315 3310 3311 AilliWF ' N 3319 1618 3312 3314 1614 3320 -- - 161�0_1606 1602 _1520 1516 1510 3317 � 34TH STREET 340 5 1—I R — 3407 � 3403 1620 1 R.3 L . 1603 1519 1515 \3411 w 3411 1609 3406 D 1620 - . z w 3419 Q I w 3410 z 3501 "II / >1720 1604 - 35TH PLACE �1618 ' 3412 3509 1610 w 1719, 171I5' 3502 w 3515 z 1619 z > 1605 Q3519 = O 1802 36TH STREET 3515 1 Mir 1811 1805 1801 w D z w I �j.}' 3602y _17_18_1712_1706 1,7.02 1610 1608 1606 1604 -1602 1518' 3606 1810 1804 1800 36TH STREET DOWN JONES WAY 1 3608 w 1717 1711 1705 1701 1609 1607 1605 41603 ` Z Sources, Esn HERE DeLorme4 Cntermapo�i F.cap, -IJSGS„/ w FAO NPS, NRC N GeoBase LPG o o - - - a apan, 1805 1801 > o c Q METI, Esri China(Hpng Kongo swiss4opo Mapco India C©oen 4r a ao I / 1 contributors-andtheGI' LikaiCc u - "j*r., ri " �'i PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT f ' t RESIDENTIAL BUILDING PERMIT APPLICATION P 1, 8 2017 Mailing Address: P.O. Box 547, Anacortes, WA 98221 ` ti . Office Location: 904 6th Street, Anacortes WA 98821 coR. Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: It,7l0 `g Itn` cji-, I 09 S44 Subdivision/Lot#: Project Valuation: $ APP T: t. Phone: Fax: tc1L. i i ,k., 01.1 &&0=708-l?2. Address(Street,City,State Zip): E-Mail Address: Poo - , - t�L AM lE. PROPERTY OWNER: _ Phone: Fax: CAA-,2 ) `i,t4/zi tt Es s Address(Street,City, State,Zip): 4-54-1 SR}NT AdL " ' Mail Address: i�,144F1LLD Cff (7)43c4 CONTACT PERSON: Phone: Fax: } -1:C-k— ,l�l C k 15 DP/ Address(Street, City, State,Zip): E-Mail Address: I60+ 7---4r2L /I414co, 1-6S LENDING AGENCY Phone: Fax: Address(Street,City,State,Zip): E-Mail Address 4 CONTRACTOR:* Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: I 3S'7` PL6(!- 14r1/le0/2164S ri`` cl Late-Ls or! Q'roAtier,Gory, Professional License#: Exp Date: * All Contractors&Subcontractors must have a valid City of Anacortes . RI NI 4 20t 7 business license prior to doing work in the City. Contact the City's Business License#: Ex ate: Finance Department at(360)299-196 . PROPOSED WO1 K: S A ©L4�j 1�A1 Oa - �s2 1=(I 6'I'L 1L��, R !I TD1? ►\\ Vtor- n Pi PLASE /N . 9f' ,i7t �.r)� t 9 � � PROPOSED NEW SQUARE FOOTAGE: Basement SQ': 2 j7 Finished Basement: ►_I Unfinished Basement ❑ 1st Floor SQ': 3(2,p Garage/Carport SQ': 2'Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: Yes ❑ No,' Lot Area SQ': SCX O Is construction associated with an accessory dwelling unit? Yes ❑ No, I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the Ci of Anacortes. 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(:::\..."c„....a - , i' g {1�{�•' '(Y'IMYF�4,• r .rrwDIP"4 ��, ;t d } s Y � W'nly+ P. `fit. tPMp1rr' t;1,1 �jqg 'f. , 4• f' Il A•4Tiv Y YA•p� 1 ti 'ro GYM ' >`d v � 4a1 tyW6' �t U + R8 Ct 1. 7t • Aryl ban Fr i +�. . ]' 7YIYb 1 ndw 4 a •tiF �x G PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ` RESIDENTIAL BUILDING PERMIT APPLICATION Mailing Address:P.O. Box 547, Anacortes, WA 98221 + 47 Office Location: 904 6th Street, Anacortes WA 98821 c c rr L O l i{ I Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: 16 ,g it'n" J I 09 c44 Subdivision/Lot#: Project Valuation: $ APPLICANT: r Phone: Fax: c.,k h iC,1G1S01.1 34o-7D$-18Z Address(Street, City„State,Zip): E-Mail Address: U o 4- �� « PLAbildoelE . PROPERTY OWNER: Phone: Fax: 24ic A-rZ ) `- ,L.41273 NEs s �% Address(Street, City,State,Zip): 4-S4-7 sR)47 41Dt').�'`E-Mail Address: 44 eF tL Lh, C fl G143s4-- CONTACT PERSON: Phone: Fax: f .'cl - Ck-..iS73t4 Address(Street,City,State,Zip): E-Mail Address: 1 b,0 2L /94/ 4 C o,RY-6 LENDING AGENC : Phone: f Fax: Address(Street, City, State,Zip): E-Mail Address ''l ! CONTRACTOR:* N Phone: Fax: Address Street, City, State,Zip): E-Mail Address: 3 ?`' p(�}fic 74,4,400iz-lLs r-�11 d Lctciso1r roAt►er,Gon Professional License#: Exp Date: *All Contractors&Subcontractors must have a valid City ofAnacortes����i i�7z7A. U_I 1» g business license prior to doing work in the City. Contact the City's Business License#: Ex15.Date: Finance Department at(360)299-1968. PROPOSED WORK: St 1�� T 4 I -t�© Oil "leichL'f jv1'YL r,'0 Il- a. 11 `]P�-i,a +or- n p i r i P C oSE //./ P2.% 6 , )t.)� PROPOSED NEW SQUARE FOOTAGE: Basement SQ': gilli@it tot4%0 Finished Basement: ►1 Unfmished Basement ❑ 1'Floor SQ': 3/2,0 Garage/Carport SQ': c;n0 2'Floor SQ': Deck/Covered Porch/Patio SQ': 4� 7 Fire Sprinkler: Yes El % Lot Area SQ': 000 f` i "` � p Is construction associated with an accessory dwelling unit? Yes ❑ No'CI 4 ;� , I declare under penalty of perjury that the information I have provided on this form/application is true, corre .w „� complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the Ci of Anacortes. Print Name: /SDI Owner ❑ Agent V(specify&i --e.) /z. Signature: ( .„---e- Date: e- J Page 1 of 3 Hydrant Flow Test Report Test Date 3/29/2018 Test Time 8:30 AM Location Tested by Hydrant no. 634 Mark Taitano 1606 34th St Commercial Fire Protection, Inc. Anacortes, WA 98221 17199 Bennett Rd Mount Vernon, WA 98273 (360) 848-9093 Notes Read Hydrant Flow for 1620 34th St, Anacortes 82 psi static pressure Note: According to 2015 International Fire Code Table 65 psi residual pressure C102.1 flow from a single fire hydrant may only be hydrant elevation used to satisfy fire-flow requirement of 1750 gpm. Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 3.5 0.93 37 2068 gpm Flow Graph 100 4162.0 gpm at 20 psi 80 60 psi 40 20 0 01000 2000 3000 4000 5000 gpm Created with the free hydrant flow test program from www_igneusinc.com '1 1 1 evti lTI I n fr , J • Y.. St y,x L r �IS ,S• `% 1 , t'u elc'1 i4W 1 1 �LI " 1 11. '. 1 flt";_.?}IJ,H �r � M rt�� ; I ¢ 4, 1N , .. f..aa •frn 10. r' t • }i qI 'I Yk J le I • . 1 h ( ? ' { . 117 . . rA y; r - + r I t,,. l {: w:'. fJ I' ' it la o 1 ' r I•:rll•' ,�Aft' IM . II, ,. 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I (r1l 11 °` ' - 'I w r • 1f - 1 1 "{ GI �lyl' (,rl r i PP ' �� lArs 75r 'Ip� l�i �l1"? �' r 1 , I ,r 1 y/ ' f1 d s t • . r ( , ,Ll rl,l y,., �..7 h �� I r` , i1:.) 1 I I ' f r II ,I 1 4,4 Irswzi:‘ 11 /q ' . r 4 'f1rl G r r t Ph Q{}}�M1,y1 .I.11V1` I. • , • r� MI -id 11 I I ,• r I JP N at T • ( 1 I + - k 1 n J �'} I C. t C ' I K .L . 1 t 're - A' 1 3' �O ]x .. . ,, ' arv, 1 T 14 Ir4 _ . . • SGs�Y 0• PO I Ca Wes.=-- � DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT DATE: October 13, 2017 T : Paul Ingalls F O : Kait Nelson Associate Planner, PCED SUBJECT: 1620 34' Street, BLD-2017-0492; Stormwater Plan Review This building permit is subject to the 2012/2014 stormwater manual,minimum requirements 1-5. In order to complete my stormwater review,I will need information included in the Complete Stormwater Plan Checklist, and supporting documents associate with it. Kait Nelson Associate Planner 11 Z,.....0 / sv,-0. 7 f '4-544' • i ff f SIC Eimmi il I I 1 M I Ir 1T�111 •a C. D p, /1: a .151 \ \ V' v • v - a v v y a C• o a- p• d a n a a' —. -.� I .P 2-$ 4 �'t • e '4' c ,Dn P J s a • - e `D d v ' O P� o - e •D• `' a n ���lll---���-a •D,.• G n - a D . e ^ Dn- e D •D..- e _`r �<• \ STRAPS THIS SIDE '' �'' 14'-4K' j, 2'-S}• Q0FP. Q• a OF M/LBEF'JRE 'Q • v D , MOD 0 GET SET e. \ - 5.O SHOWER \ • a 1201 - 31TH N.W. D' Is0 ~ !BATHOFFICE S a AUBURN, WA 98001 4 > Ca 0 0 t Q PH: 1-800-488-5036 III < BEAM: • a " 2 5-In'x1Y GM(24F-V4) > . 1 . (14'.4" LENGTH) v:S e. STRAPS THIS SIDE- Q I ... OP H/L BEFORE \ • m "-4 MOD B GET SET'v � I _; f . . }i� D 1'T�'' _ e edI 1 .„ ! . ': L �v f� p i t i s v a v o v o v v v v Q d" 1 i3 O \ \ \ U-- Z . 4 21'-0' L ' y-0' /a. e / 5'-IIK' / 4'-2I ' / I Ib'-9K' 8'-0' E OPP, IV in ',, W F- p 'a. 1 BEAM, b \ Z Q I .° 4 \\\ 5-Ir2'xl5'GLB —BEAM• !1I V e 24F-V4 5•IR'xt3-I/2' l f ~ ) •v. • t IA D° ewe. HGUH 5.5-SDS 24FV4 I Q I • ( fiI I 0 O >}-- a Q •v v '—^ I p• �. 0 O —i W i •a� e ' Z Ca 1" 1- (o O I D 1 B D/ B'-0' „ a'-O' / 8'-0' / 8'-O' I ! e'-ti' ` 8'-0' / 4'$' `� 0 in NI I '� 0zL 1. W. aQ � 13.-0' i 3'-0' Q. XII 1I(— ^a• e I Q ix N .0 di • 1. .Q. a > e • , v . J D,� ' a • , a . J rDn. > a •• _ ' A I •Q M ( D ,i 6x6 HP'2 4 " ' LBEAM: I HANGETt DATE REVISION BY • POSTS II ••a (8 PLCS) 5-1/tx15' GILB SIMP. HuCQ612-SOS . - (24F-V4) I - 9/14/01 ENG-DRAFT TL e I GARAGE I BEAM: M 10/11/01 C/O 't TL . a, av !� 10/26/01 0/0 4 TL 5-V2'xI2' GLB (24F-V4) 4' CONC. SLAB MN. OVER .006 I (FULL 1�-NGTH) • p A VISQUEEN VAPOR BARRIER,2" SAND I w 10/31/01 0/0 '1 ri AND 4' CRUSHED ROCK BASE I `� ,•D b II/06201 C/O h TL • `"\ 11 Q Q oea, `RAT SLAB AT ENTIRE I' 0 B IV15/O1 0/O 4 TL CRAWL SPACE 1-4---BEAM: a '•( S-1./Yx15' GLIB 1 — II/29/01 C/O 'i IL 4/10/Il FOUN REV. IL 'e• 24F-V4 1 i I a o- i I i 4/30/I1 ENGRAFT IL • 4 I © \ �• SHIP. HGUM 5.5-SD9 I / m ' D (WI') I v • I � \a D I S � v- . p , a . ✓ -4v • - ; . r '/ ✓ - o < • ✓ d ✓ - ve • ✓Qva ✓ . -- . ve . p .�f v - .. • a < • ✓ n . aa . a a • aPa ✓ a < ,P < v . a. . v . ,Pa ✓ a < aPa a evP . v a u • vP a. v a u vP . Oe < P1 \ \ \ \ \ \ PERMIT REVIEW BLDG. PERMIT LEVEL SLAB SLOPE SLAB/ _ Style LESCHI n• . / / Sq. Feet 3120 34'-10' f 53'-2' / f ge'D• / No. Bdrm. THREE Drawn 89 TL • Dats 8/21/01 • Scale NO SCALE BASEMENT FLAN DESIGN NO. 'Aso APR 252018 44, W, c,: 2 JOB NO. °,� Jo 2 7 2.511 ,so , � 2512 cioNAL Ex NOTE: SHEET NO. SEE SHEET 96 FOR ALL COMMON ENGINEER'S SEAL FOR NOTES AND SCHEDULES. STRLGTI72AL ONLY 4A .s. . AUDITOR'S CM ' TI ICAT B of BLA—2017 006 A acoxt to ', IW/ ,. zhi gar on Filed for record at the request of FairWeather Surveyor. 201609080060 201,708300068 Lotitt;,, COUNTY AUDITOR Lot 6 Lot 7 Lot 6 Lot 9 S 89 26'08" W 75.45' §: ! Parcel B ...N. , o� , •sr• / U N 89;39'45" E 247.66 (247.72' Plat) _—_ I ) S 0071'37" E 8.32 (8.32' Plat) --- 34n Street ------ - 0 1 -411° owe �' ,• 'a'P. -' f x it . II :::': ' :011.1i4011 ------// 1 b- ._ ` .e `a •' " _l • .79 e� '' Lod �6 - O •- . 7_;-4 - ' - --.---..:5'.et ---1 .lo Utility scent,A.F. Lot 3 �S „No.8604300004 S 89 45'05" W 153.90' to cn pj Garage H g S SCALE: 1"=40 FEET MI m 0 u 20 40 80 a _ N m ® fd Original Gorr r.s a5 r'iarkcd, ` Fd,caged Street Mon. a� N noted, March 30,2016 8. S 89;39.45" W 150.00' 55 ' ---N 715; 65.00' ° � .8985.00' 5ef t' ctar$Gap(L5 No, 10637) a-5 noted, May 3, 2016, rire flydranf 43 LEGAL - LOT . ciF BLA-2D 1 7-OO6 ; $ Lot 2 N Lot 4 of Anacortes Short Plat No.ANA-95-006,as approved August 19,1996,and recorded August 20,1996,in S N Volume 12 of Short Plats,Pages 132 and 133.A.F.No.9608200002,records of Skagit County,Washington. 0 TOGETHER WITH:The North fifteen(15)feet of Lot A of Anacortes Short Plat titled'Curtness Short Plat 35 th lace -------_-: SPL-20016-1002',recorded September 8,2016,under Auditor's File No. 201609080060,records of Skagit County,Washington. • 0 Situated in The City of Anacortes,Skagit County,Washington -------------MI-in-Nate yS E C•0 NOTE: Nearest Fire Hydrant is on 34th Street, 230 feet away pesos *,aa�� c� . .." i9a87 Ai , �` 137.1 _:,: f(h EXPIRES ti/10/1n a�� a } I .. SUR `' YORPS E'ER>1 TICA " 3 e�A W itaef� Cusiveyof __ q 6 ct .. • �,� s'�� �� $� �_ , This map correctly represents a survey map merle by me or under my direction in conformance i�cii It I GM'1' 1419-15th Street � lC . �, ,tI4 N Anacortes, WA 98221 with the Survey Recording Act for Richard Burtness-Bakerview Construction phones:360.708.7953 cell Anacortes,Washington. 360.293.4787Office % - � AUDITOR'S INDEXING DATA I F ��++ 5)W o U SECTION TOWNSHIP RANGE t\" v' Registered Professional Land Surveyor,L.S.No. 19637 Date Flt25 35 1 01� L'G e HE NORTH EAST. W.M. AUDITOR'S OR'S CER L I IC L ae tr, of LA 017 000 A io& of e �7` jaohington Filed for record at the request of FairWeather Surveyor. 20 80908 C0060 207 7083000 68 P ' COUNTY AUDITOR Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 S 89°26'08" W 75.4:5' s ^ � __� Sheet 1of 1 r•�:®�Et,-.-.-.-._� �� ice^ 8 S ---"-"'•••........ •, L , P. arcel B .��c. B ; ok ,tS ,. N 8939'45_E 247.66 (247.72' Plat) __—____ Cam !II, _--- ------ __ — • I ;I 44k 1 S 0071'37" E 8.32 (8.32' Plat) 34th Street GL+' ._. •e. 0 i lAorsle ---//41----C)12C Lot 2 E- ';:� -,�. .'' ' - -_--,r`3'seti k-'-•-P IP Utility Easement No.8604�00•4 A.F. Lot 3 N4-cz:3• S 89 45'05" W 153.90' 0 g rn 0 Ns SCALE: 1 =40 FEET Garage Hausa g g F—I_—I -Ji___—?— — G G rn 0 20 40 80 a cn ni in 0 0 01E ( i37 aParcel Arn o >~d,Original Gorr rs as marked,SEP 1 2 @ ld. cased Street lion, as "' noted, March 30, 2Ol( . s [ls Js'4�A w ®150.00' s5•ss' --..CITY OF ANAcoRTEs _ Sel3ar 'IGap CL5 No, 196� ) s5 oa' ef as noted, May 3, 2016, ��,�cP c l ire 1lyd ran! LEGAL - LOT B ®F BLA-ZD 1 7- DO6 : � $ Lot 2 0 Lot 4 of Anacortes Short Plat No. ANA-95-006,as approved August 19, 1996,and recorded August 20,1996,in $ N Volume 12 of Short Plats,Pages 132 and 133. A.F.No.9608200002,records of Skagit County,Washington. TOGETHER WITH: The North fifteen(15)feet of Lot A of Anacortes Short Plat titled"8urtness Short Plat 35th• Pace 5PL-20016-1002",recorded September 8,2016,under Auditor's File No.201609080060,records of Skagit f� County,Washington. ®0 1 ~-a, 0 Situated in the City of Anacortes,Skagit County,Washington NOTE: Nearest Fire Hydrant is on 34th Street, 230 feet away of "i,, 4 lass:.. kiiiimo t 1 ' n/ro/ro i i\Sl�V/>1YlJJJJl SURVEYOR'S CERTIFICATE - FairWeather I �`7 :�y r This map correctly represents a survey map mock-by me or under my direction in conformance I7lti®cu. 1419-15th Street SkiveTr � Anacortes, WA 98221 with the Survey Recording Act for Richard Burtness-Bakerview Construction 1 y' phones:360.708.7953 cell Anacortes,Washington. 360.293.4787 Office i�,r?�Filddl`lC �„® OX lisultafit AUDITOR'S INDEXING DATA SW of SECTION TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No. 19637 Date 2 the 1 ,t NORTH EAST. W.M. Z_....001 a6'-01 / r 43'-6" ?2'•1O° / 20'-8' }'•0/ 9'-0° / ■ - I , / 4 5•4 / ■ ■ f24 Is, 9%. Ir . Tt � ^1 � v \ \ '< W W a v'pe° a ..7.p^d a e - - �1 v ` Ai • •v UC' r I V Q .a • • v• o G• a • d• a a v a • O a � V a • • v' a i• a :II 2x6 1. . e� 4.,- e °pe _ e 'pe a ° D ° ° ' o• v ° ° •p,•. e a ° ° v• a • 'D.,' ° n v •. ° •bw' •D • e . ° ' O' a D„• ° ° ' v 'D.• ° r .4 4 p° STRAPS TNIS SIDE S / 14'-4K" �. 2'-IK` / 'IOF M/L BEFORE 9 ' , MOD B GET SET _ ',< - 5.0 SHOWER�� F -_e. _ i� E - aJ U 9' ° BATH o OFFICE CO a 1201 - 31TH N.W, „ • A W - AUBURN, WA 98001 Q 4 ' • -I Si° a O m e PH: I-80O-488-5036 e p �n STRAPS TNIS SIDE "JJ o+ OMR e, OF M/L BEFORE \ (-----; •a MOD B GET SET r _ sr 2x6„ 8.O' S .v n/ _IW n . :� ...1ll- {— E 1. le le C vd • pA.4' p - . v < • aP"0 v -• e . vv • .P '4 p . v • • v ..4 v -• , O - - - �- — — — m — \— — — — �,�, _ 0 • / �— - - —T l Q_-- 3 -3-0 —2x8 — . - \ \ CI H e I-I I a ! — s \ q I- I, 211-0° L r V-O• �.v• a. / 5'-IIK' �, 4'-2K" �, I 16'-9K' �, 8'-0° �/ m J W W �t BEAM: in \ n ~ `• I Cf) Ci) 0 Oil LLfL -I Z 1- o 1 v 4 '• 4 I XQ c4 n IYfL in m v D M = au 'e b —I W • as-on e'-o° B-o° a-o" e-o e-o" 4F a N / / / / / / O • P z , E 4• I n q q Q 13.-0° 3'-0° /, ' < !1 p N fr e, IJ1O - a t. o� t. 9` - U - U - 8 - - 1 zL - � L - n - - � - n - - n - \ o - � 40 a [\ CO A • ° I `bx6 HF•2 D POSTS BEAM: DATE REVISION St a • CB FLOE) 5-I/2°x12' 4 I 9/14/01 ENG-DRAFT TL °e 1 GARAGE I K I0n1/OT G/0 •1 TL 0 °v i 4° CONC. SLAB MIN. OVER .CC6 1 n 10/26/0T CIO •1 TL > . 4 w YISQUEEN VAPOR BARRIER,2' SAND I w l0/31/oT C/O n TL D• 0 AND 4° CRUSHED ROCK BASE I m \"\ Q Q V 11/05/01 C/O '1 TL Q e4• `RAT SLAB AT ENTIRE '•4 R 01 I 0i° IVIS/OT C/O •1 IL • CRAWL SPACE ° "4I x aI1/25101 C/O 11 TL n: I 3/12/11 FOUN REV. TL n• I I •o i" ro-. D•' 'd1.1 e• 4 v 1 1 -\ 4 . ° ' p T °Vve • • pPd p e va • pP •4 p e . va • • p.P '4 v "rn• - v < • • p.P C. Ve •• vv • p.P .0 p -ro• - 1" <• . p.PE ' •• v < • • pP '0. p •. n• ` va • v.P •4. p •" n° ve • VP a4 v -rn° - va • pA `.4 Vc • ve • p.Pa p .re° va • V.P a4' p -r q. ve • pa p • o. a • pp•0• p . q.. va . pP . \ \ \ \ PERMIT REVIEW BLDG. PERMIT LEVEL SLAB SLOPE SLAB / Style LESCHI 22-0 / / Sq. Feet 3120 ae-0° / No. Sdrm. T4-IREE Drawn By TL Date S/21/01 Scale NO SCALE 'BASEMENT PLAN DESIGN NO. SCALE: 1/4"21'-O" 6149 JOB NO. 2512 NOTE: SHEET NO. SEE SHEET •6 FOR ALL COMMON ENGINEER'S SEAL FOR NOTES AND SGHEDULE5. STRUCTURAL ONLY I NAME AREA N D Ma1N FLocR 3no.o eq rt. kD , 1 1 FRONT COVERED DECK 44.5 sq ft. .c' 1 - PKz, REAR COVERED DECK 44.5 eq rt. v L U LU • C • [f REAR COVER ENCLOSED PORCH 240.0 sq ft. "d F F REVISED AREA9 <REAR UNCOVERED DECK 315.0 s9 i4. 20-e' 13-2 }-O"„ / I///� ' 1-b \ o ^ �f W `j1�'�"' {gf gip] I1���p . r�4%jf 6" 6' ry� 2636 CSMT ill 1 Q WALL BELOW (TEMP) .D 1- --- - 4- 1- -- — — — ----- - - PQ \ 7-1 rr I M 1 �, I^ • 1' _ pN m II I�i-l `�{ H • 0...). V I I I 6 ,� I I cA II rel - C m 1�---1 Q3 WALL 3-0 (FULL LITE) I I O gLi \ \ [ - 1 h y I 1 P t �� �ii�� - d O OBSC , i IC SHELVES \ �' --® _LS 1 29° HIGH U�_-'-- ..--• <?> -. __ __ _ _ _ =I. -. ►PANTRY u I MEDIA RM U LIE. UNicR PANTRY 6 12 DEEP 2-PLY 1 Z5k COVERED I �� CARPET x KITCHEN QQ CARPET TILE SINK i DRY)� 35 I/2' PLUMBING WALLWOOD CAB CRAG TRUSS PORCH (OPTS I P 1201 - 31TH N.W. n 'PI 1111- I 11 i 11 HALF WALL S (UNHEATED) AUBURN, WA 98001 U I 1 - _?1 -WINE ;n ! - ± j) PH: 1800488036Tyr „.,0 ' I 2-0I _ I (3) 2x12HP2u' 4 (3)2x12 HP2 ; �I — 5.O' '1- L. 111�,-0 III T� --•'� v O•uI ' o I II 8'O ' FRENCH DR 0 W 41 I(2" HALF WALL° 2 �� � CATHEDRAL CEILING W/ / (J I ,' �� ]i.. W/ 12' OVERHANG- 2x12IgF'2RAr,tHS - TILE " Q MR RADIU6 14'-4 1/2` CATQHF2 RAFTERS REVISED AREA _—Fes .- IL \ 12x6 ' I I 2x6 . MUM a �� 2xb t3 IIOIO GAR CR L• r \ �... Q VV (TRACK TO FOLLOW ROOF A (pp� (2) I-3/4"xl-V4" LINE OF INTERIOR) i 111 O %in q 5-1/8"xl-1/2" GLB 5.04k DRA MIGROLLAM _ O 24F-V8 TRUSS 5-1/8°x1-1/2' GLB I 1�11'1' -4 II- IL '- IL w > 24F-ve I /r 7.3•i OJ 0 0 CORNER GCNN. I- V O N (a)2x8 HFrl O a > �� ri TYP. • 4 PLCS. ..1 R 10 I I !D i O 11 ENTRY ,O / ' HEADER O I CABLE RAILING- LY 0 m a DINING RM w GREAT RM txx a UNCOVERED U i-- p 8 a0 m E i O TILE / I HARDWOOD 9 HARDWOOD x o u DECK ,1X,,11 1t QQ nat i,ft EI , wC ® X oa ON 517E BY TLH Ifs 1L1 _ (1- U --(3)2x8 HP2 i / n L 'S (HS ONLY) rl(\ J ? W Q O Nc'ADc'R • I 5-I/B'xl-1/d' GLB 0 ,j_` r- I- tri 0 • h %" ALL W/ % TALL Nip n �z �*1 43 24F-V8 4n' 0 J , L^ ® n ff QJ f a Qa9- �. = o9- Ha • ` � Qd WALL 2x6 �- - - - �- ---- 2.6_- , - ^) _ c - _ - - 1 ' 2x6 '/''may 2,6 - - - _. ®II e. . . - _ r 1 _ / 6080 FRENCH DR 1w. xP q ^- \ N J _ - -- - - -- v Si "� o e W5 30H0 , I'-`" 10 • w5 :____) ' k ;" I t TE REVISION BY 5'-O" / . I S'-0' O W %� • 36' 24' HIGH , I CATHEDRAL CEILING W/ n ':r—FLAT AMED r I •" VANITY - f �_� 2x12 HP2 RAFTERS -fr- T1 I �- CEILIN TILEI"a i • HEIGHT 4-0 BP L' I I •24' O.G. /Ol ENG•PRdFT L 17 III 1� K2,° I i MASTER BDRM Io/26/Ol clan IL • I M-BATH ` I 36" II I CARP qTI CARPET (3)242 HF'2 ► 10/31/01 C/O h TL -(3)2x12 HF•2 4 JrUJIC I a TILE O BDRM 2 F�ATHF BDRM 3 CARPET ro06/ol C/O •7 TL //// N II 2.�. O CARPET Tux r - CARPET 2•ti;• IVl5/Ol G/O•7 TL II POG. Is r TRUSS TILE SHOWER I 112-PLY I.025k e 0 �'�° 5.04<DRAG WALK•M m IV291O1 G/O •i TL �r / 1 I DRAG TRUSS W Y 3/I2/1l FOUN REV. TL 24x24 I / 1 tr \ 1 I 11 I Z U �.1N. O Yw �r fills Q 2- -2-PLY 1.025k N I / N. I 11 I ,a°p LJI �� CATHEDRAL CEILING W/ I m N DRAG TRU55 B . ,"SHAMPOO BOX I O r • 2x12 HF•2 RAFTERS , Q w �� (Dt° / ` i I ,gyp 3•24'O.G. COM U z F js 36" 20 m a, l9 I8 BENCH SEAT Q 1 BENCH SEAT O I2 �---r ' 1 lI'O J" �� O -- �—�1y PERMIT REVIEW lOBSG/TEMP) Ic 16 15 14 ABOVE CONT. HEADER BLDG. PERMIT 21 OB..G (OBSC/TEMP) (OBSC/TEMP) Style LESCI-11 Sq, Feet 3120 No. Bdrm. THREE Drawn By TL MA IN FLOOR PLAN NOTE: Date 5/21/01 LATERAL SYSTEM DESIGNED BY ENGINEER OPENING II) PRODUCT CODE R.O. SIZE TYPE COUNT OPENING ID PRODUCT CODE R.O. SIZE TYPE COUNT OPENING ID PRODUCT CODE R.O, SIZE TYPE COUNT FOR WIND 4 SEISMIC LOADS APPLIED AFTER Scale NO SCALE FINAL INSTALLATION. MODULE CONTRACTOR I,9, 11,22 1650 GP Ill/TRAP ABOVE SEE DETAIL H/6 TRAP 1 12 CC1-12448 R.O. 2'-I' x 3'-11v1." PIC I 21 CGM2460 R.O. 2'-1"x 4'-111s" PIC 1 IS SOLELY RESPONSIBLE FOR BRACING DESIGN NO. 2 CCM3660 2W-MODIFIED R.O. 6'-I' x 4'-1111,' CSMT I 13 (5)2-0" x 1'-0' R.O. 10-0" x I'-0" PIC/MULLED I 23 TOP TRAP R.O. DETAIL Gib TRAP I MODULES FOR LOADS OCCURING DURING TRANSPORTATION 4 PLACEMENT. e-ve 3 CGM2436 R.O. 2'-1" x 2'-11%" CSMT/OBSC I 14 CCM2448 R.O. 2'-I" x 3'-1116' PIC I 24 MIDDLE TRAP R.O. DETAIL G/6 TRAP 1 4 CCM3660 2W-MODIFIED R.O. b'-I" x 4'-1116' CANT I 15 CCM3212 R.O. 2'-9' x 5'-I11S' CBMT/OBSC I 25 15TM TRAP R.O. DETAIL G/6 TRAP I B NO. 5 CCM2448 R.O. 2'-I" x 3'-II%" CSMT I IS CCMP6024 R.O. 5'-I" x 1'-I1W PIG/OBSC I 26 CCMP6036 R.O.5'-I' x 3'-OW PIC I 6 CCM3648 R.O. 3'-I' x 3'-111C CSMT 1 Tl CCM2448 R.O. 2'-I' x 3'-II%' CSMT/OBSO I 21 CCM2012 R.D. 1'-9" x 5'-114b' PIC I 25-12 1 CCM2460 R.D. 2.-1"x 4'-11%" PIC I IS CCM2412 R.O.2'-I' x 5'-11%" PIG I 28 CCMP6O32 R.O. 5'-I' x 2'-i 5/8' PIC 8 - SHEET NO, 8 CCM2460 R.O. 2'-1"x 4'-II46" Plc I 19 CCM3660 al-MODIFIED R.O.6'-I' x 4'-111C CSMT I 29 12080 W/(4)3030 PIC ABOVE R.O. 12'-0' x 11'-0' SGD/PIG I 10 CC112448 R.O. 2'-1" x 3'-11$" PIC I 20 CGM2436 R.O. 2'-I'x 2'-01%" CSMT/OBSC I AUDITOR'S CERTIFICATE Filed for record at the request of FairWeather Surveyor. 201609080060 Lot of BLA= 2017= 006 Anacortes, W'Washington 201708300068 COUNTY AUDITOR Sheet 1 of 1 sct‘ke it Lot 5 146°°e 0 Lot 6 Lot 7 Lot 8 Lot 9 Z -- --89 2, 08"-- �5.-45'-- --- T10 ft Utility Easement '1 • `�\`\ '• ` A.F. No 200705150068 ', plum4" 12" L ---aCk------1— jig C3 b \ SCALE: 1 "=20 FEET I \ >? ` ' "e�;,. h„2" ` %r 0 20 40 80 CV N.:,�o' \ , •. ^ bi , ' � ` , • N 89°39'45" E 247.66 (247. 72' Plat) , 1'q2 , \ � � 9' �• . � � S 00.11'37" E 8.32 (8.32' Plat) ' ` , �, " . I aI P * 34th Street .., t , . ` ?, . �� .' : ti : are --- -----_— —_—_— APR... ., z 2 2018 o • -... T Lot 2 I 4 1 , , f 1 i \, loft Ut%%% Lot 0 \ �._._.-._ : •. .. _._.-._,,_._._._—.I -' I ' s A.F. No.9608 0 P e,2 __._ Meek -- ` id \ P4n8 _:�_ To ixr%rd \ C essi / .1_ `\ ,$ dr 153.90' . , S� 9°45'I W \ ''�, loft My .� '. •, AF NJ.zo1 ': /I/.9 0 0 `� N LEGENb 0 ti Garage Breeze House x 0 0 0 Way I,olti:For yt„,1 taxa see CO lv N AP,w,aa�oa a a -- • /d,Original Corners as marked, _, 0 t d, cased Street lion, as noted, II arch 50, 2016 o Dec ,,, (.0 noted, f Set i'eldar$Gap (I-5 No, /96 7) N �' CO as noted, Clay 3, 2016, `D ` Parcel A f Fire Hydrant m 0 fine Tree N • Plum tree Iv 0 55.89' --� ® Underground Power . S 89°39'45" W • 150.00' ---_• 65.00' 85.00' $Telephone /4,61\ (-.\\ e iftC o 1 , rags 6°p4 `avAL 1.-xo s Lam:yiviezz„,,,, LEGAL - LOT B OF BLA-201 7-006: Lot 4 of Anacortes Short Plat No.ANA-95-006,as approved August 19,1996,and recorded August 20,1996,in F airWe ather Surveyor me Volu 12 of Short Plats,Pages 132 and 133.A.F.No.9608200002,records of Skagit County,Washington. SURVEYOR'S CERTIFICATE This map correctly represents a survey map made by me or under my direction in conformance FUI WC.Ather 1419-15th Street TOGETHER WITH:The North fifteen(15)feet of Lot A of Anacortes Short Plat titled'Curtness Short Plat \ suitxyax Anacomes,WA 98221 SPL-20016-1002",recorded September 8,2016,under Auditors File No.201609080060,records of Skagit with the Survey Recording Act for RichardBurtness-Bakerview Construction phones:360.708.7953 cell County,Washington. (\ Anacortes,Washington. 360.293.4787 Office Geomatic Consultant Situated in the City of Anacortes,Skagit County,Washington AUDITOR'S INDEXING DATA SW Of SECTION TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No.19637 Date 25 35 1 NOTE:Nearest Fire Hydrant is on 34th Street,230 feet away the NE NORTH _ EAST W.M. AUDITOR'S CERTIFICATE Filed for record at the request of FairWeather Surveyor. 201609080060 Lot B of BLA= ® " _ ®6 Anacortes, Washington 201708300068 COUNTY AUDITOR Sheet 1 of 1 Lot 5 0.., 0 Lot 6 Lot 7 Lot 8 Lot 9 Z T-89-.2,6, !g8f-,--W-------75,.:451--- -- 10 ft.Utility Easement, � , '` , . A.F. No.20107051501068Pk„,q" ' 12' �` '`. `\ - —-' - 7 1S4 back-- - • '- S > _ - SCALE: 1 "=20 FEET ``� ''; ``�,�0 '?; ;.,Nis `�' 2" ) , ' ° S'dew4/k 0 2 0 4-0 8 0 Pat,cel B , , ti q 1 `; � ``'moo ! ' •'',- �a I , t ; �" `�,,Z'�• ; -..:.; N 89°39'45" E 247.66 (247. 72' Plat) —_— ;1- \\ S, -,'0111120N f.,. 9, S 00°11'37" E 8.32 (8.32' Plat) ---- ------------------- — ----- — -------- :\, [�p� `` � i 34th Street W `\1 \ `` F, '`. ��'` . ..1-:' 4. .• ,Pawn i' t . bet an- \ .�: cl ti 51 off' _ : ••r 4..- :- -", II"e./efA i -°. -\, - _ - \- �` �� ....' ,' `` .. ,1' Api? / 5. ///w-//� 1 + t �` . '" ` • \ 12 1 9. 9,' 2018 �\ ' e , - \ n ` ; ' ' ''' ,\. `` o ` -\., &;'- - -: • --: - . ' t3HEk- L-- ,,' _ A.f No.9.,10 ft VW' 8 ,2' Lo 3 { ` �wr `' 14+I2' __ `• �� NOAtofe?Irked i , .a. • `\ S 9 45 I W `, dr 153.90' - tuft fifty , . \ A.F. No.2t01 ,: .•,,.9 . 0 0 `4 N 0 LEGENb Garage Breeze House .1c o 0 0 Way NOM:Pa xtuA lagt kc is N N AF.w.201708h000615 0 - rn • P d,Original Corners as marked, (0 , m 0 rd, cased. Mn1ree1 o as cr)0 Deck m Holed, March 50, 2016 0 w 7 C° S . 'e1 Pefar Gap C1-5 No, I9G37) ' (0 as noted, Play 3, 2016, to `° Parcel A el Fire hydrant m 0 Pine Tree iv • Plum Tree N 0 55.89' 0 S 89'39'45" W • 150.00' e Underground Dower y\ • $Telephone 65.00' 85.00' o Villas tt/to/ts e LEGAL - LOT B OF BLA-201 7-006:Lot 4 of Anacortes Short Plat No.ANA-95-006,as roved A 19,1996,and recorded A 20,1996,in Fai� W��J e athe� Surveyor eyor Volume 12 of short Pints,Pogo 132 and 133.A.F.No.9608200002,records of Skagit County,Washington. - SURVEYOR'S CERTIFICATE This map correctly represents a survey map madedirectionin conformance by me or under my formae Folrli eatheI 1419-15th Street rt TOGETHER WITH:The North fifteen(15)feet of Lot A of Anacortes Short Plat titled'Daftness Short Plat /\sta�°r Anacortes,WA 98221 SPL-20016-1002",recorded September 8,2016,under Auditor's File No.201609080060,records of Skagit with the Survey Recording Act for Richard Burtness Bakerview Construction 1 phones:360.708.7953 cell County,Washington. Anacortes,Washington. 360.293.4787 Office GEOI)llltIC Consultant Situated in the City of Anacortes,Skagit County,Washington AUDITOR'S INDEXING DATA SW of SECTION TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No.19637 Date 25 35 1 NOTE:Nearest Fire Hydrant is on 34th Street,230 feet away the NE NORTH EAST W.M. Z %'O• < . 43-6' 22'-10' / 20'-0• }'oy e''0. / 4 Ca / / 4 54• / W SW W °♦�..� Y. s - • v \ \ \ F••d D• ; '� UP to ' f p Y \ tit V. • �. a o v. a C 4. t Ememi 1 `vd d ,D• O • 4 d d • a J a C - mil• P o 0. b • p Sao - - - ,Pn a •Dn e o . . d P„ d a d 'P,• e . p - e ,Dn• e d -Dw- d - ` c.9 . e - ^ . a n e n e . °•\>\ •1•,. Dn S ramensagalwiesetkoiskv 2-6 `,..,::. .,i \---'eC Y T STRAPS THIS 6FDE .y `I - 0 14'-41}' je 1'-Ib . <� OPP. 9 P ' 6 OF M/L BEFORE °� -3 1 G a f cq MOD 5 GET SET '^ ,, - •p., 5-O SHOWER 6 a _ GI el I n e O 1 BATH - m OFFICE o Q 1201 - 3-ITH N.W. 1 ° in Q e D A .4 I 4 AUBURN, WA 98001 _ 0 Y 2 N PH: 1-000-400-5036 � 2 BEAM: ' ! 1 V 5•V1ktr GLIB CUP-VA) P'• v 1 (14'-4° LENGTH) I. •' a. STRAPS THIS SIDE' �+ Q ��,�. �'.::°t •° OF M/L BEFORE • m ..'.:, .° �` MOD 0 GET SET i '"'•'s,- p 4 \ _ ..<rt.7t �r1. i .. I V II ser p M _ `v O!In • � O. 0 • P J } s 21'-0' y p A` 1` A© q 3e �v - LISEAMI / 5'-Illy' 4'-215` 1 16'-g14• 6•'0• : pJm� F e5 5•VYxlS'GLB BEAM, I 10 W z L:v 24FY4 5-V2'xIwV2' G�B24F- L" '- ,.,f^^�II U t U tp° It sIMP. HGUM 5.5sDS Y4 I ( ) V/ U I .:( I 00 v n In Z O g KK a , 0 W 4 II p. o c� in W os°' i , 1 a 4 X ixa D lal aS _ _ i x z Ean ms- F z a D/ e r 6 ! ...... / e I ev eo 46' 3 aOuai o I Z ' a 3dIL J3'-0' 3'-0' 4 •• ft qq �` b, NI I - a di a� � \ - -� A • O- a - ' O' > ` - - -� - - - - 1.1 °. - -o- - - -- - - y-� - y - - - - I - - �7• n• /� Q Q-�. , �J" . - - 7_J_ -' i \ �t 7 \V Q 1 [BEAM:p ' Dbx6 14P2 ;- 4l POSTS HANGER. DATE REVISION BY •r '•4 (9 S)PLC 5-1/2'x15' dLB SIMP. 1 i:C0612-505 T D 1 (24F-V4) I S/14/01 ENG-DRAFT TL ° °. I BEAM: - GARAGE• 1 0 1ollvoT c!o h IL 5•V.Yx12'GIB C24RV4J 0 _ D•' 'Q 4° CONC. SLAB MIN. OVER .006 I (RILL LENGTH) 0 lance/al CIO h TL p• /t YI5GlllEEETJ VAPOR BARRIER,2' SAND I - . \ iu AND 4'CRUSHED ROCK BASE Y b I O in 10/31l01 C/O h TL Q 4 ' ° m L n 4 RAT SLAB AT ENT/RE D I i (� 1V06101 C/O h TL CRAWL SPACE '•a 11....- BEAM: I x iVlS/OT C/O �( TL D 5-V2'x15' GLS 1 - 11/29/01 C/O h Ti. a p 24F-V4 I I I 4/10/I1 FOUN REV. TL - 4a 4/30/Il ENG-DRAFT TL ° I A \ D . SIMP. HGUM 5.5-6DS .° e P �• c • �A -.4d P• n' a ."p .n < n!•'P 7 c °c vp • e• cP VS O-• a va PiA DO. n o a .._0... p • e- a pP a. Y n ve -';�- e Y n a pp a` V e p -DV• V p �Y V - o p •1 T e -P n e •G n- a •P• -\ \ \ \ PERMIT REVIEW BLDG. PERMIT LEVEL SLAB ELOPE SLAB p / - Style LESCHI / n'-o- / r f" 34'-10' / 53'-2' Sq. Peet 3120 / /L 8s'-0' ` —V No. B . THREE Drawn Sy IL • Pats 8/21/01 . 8ASEMENT PLAN N -scale NO SCALE f"Jt DESIGN NO. SCALE; 1/4°4'-Ou APR 2 5 2018 4 � w ' �1�� oh JOB NO. 1 �0 27758 — 't,Jo��G 2512 NOTE• SEE SHEET '16 FOR ALL COMMON • SHEET NO. NOTES AND SCHEDULES. ENGINEER'S SEAL FOR - STRUCTURAL ONLY 4A AlunMPOWS CPIRTIFICATE 11 /��')(�j �1177(( 1(}�{}7%t (/(%%/{F,,jJ f(�jj� ( j, L jr� 1� f, jy/ �� P '�)'r rt Filed far record at the request of F^ir!slectho^Surveyor.. J'.`J'� B l �L Lam" EA—°O1 7—l.3"0 ALI�.S c r I�l�J CY, kV a hin��'o i I 20 1809080000 201708300068 00 COUNTY AUDITOR Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 s 8976 a8 W 75.45 ki• _ _ _ SheSheet ®f ...\:.. ___________ ------- o ! Parcel B �� 4. Bj •S>, N 89.39'45' E 247 6S (247.72' Plat) . I VW y 4 ig s 00°1137" E 8.32 (832' Plat) -- 3414 5-tv:v t -------- - '_, rV bex Lid. � -,v.I.d. ~_.- Al— a ! a'�' .:ttiS.: , _______/,. 1 ..:,' . Wooi/ r ra"• is o • ® 1 o ° ., I Lot 2 - r -- 51 b ---1 7 :t.: Lot 3,fs . Wilily NSa. S 8'9°45'05' W 153.90' • • m in $ SCALE: 9 =40�FE_ET�� Garage S ! I 1 n' 0 20 40 80 a ID 1 t (Vr� Fno 0 LEGEND 1 i ,.., o i Par°cel A o 1d,Origind Gorner 'a5 rrarkcd, III i s Er 1 8 >✓d,caxd 5freei Mon, a5 !� N noted, March 530,Zon, a 1 Liu 8 • t � S 89'39'45p W „ Y50.00' 1'— SS.89' --� �. , `' .�, s5.00, �' ® 5ef Pear Gap (L5 No, 19637) OF �,� a5 noted, 1-1c0/3, .2016, (O TES 11`'V t-irc tlydrant w LEGAL - LOT B OF B LEA-2O 1 7-006 : $ Lot 2 tv o; Lot 4 of Anacortes Short Plat No.ANA-95-006,as approved August 19,1996,and recorded August 20,1996,in $ Short N Volume12 of Plats,Pages 132 and 133.A F.No.9608200002,records of Skagit County,ttty,Washington. y TOGETHER WITH:The North fifteen(15)feet of Lot A of Anocortes Short Plat titled"Burtness Short Plat - )5 per, Noce 5PL-20016-1002°,recorded September 8,2016,under Auditor's File No.201609080060,records of Skagit — — J U N I� tee County,Washington. - ------ • 0 Situated in the City of Anaeortes,Skagit County,Washington • NOTE: Nearest Fire Hydrant is on 34 h Street, 230 feet away '- iii"iiiiii4 p4 Qj? i ‘4;i*ertS0/ • suRvEyors C , RTIPICA 'a — e FairWeather Surveyor ru This map correctly represents a survey map made by me or under my direction in conformance1419-15th Street Anacortzs,WA 98221 with the Survey Recording Act for Richard Burtness-Bakerview Construction phones:360.708.7953 veil Anacortes,Washington, . -.C: < 360.293.4787 Office Ge° , C'® AUDITOR'S INDEXING DATA SW of SECTION TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No. 14637 Date 1 the NE' NORTH EAST. W.M. AUDITOR'S TrinGA7 r- t o n � � �. } � F 1 rnnd`i•t4;_r"J�'L���'t of Fa'ir�kathap Surveyor. B o TA�—2 O `e-_�O FJ o A ? C''rt , Jlg �. nsg t os' i.,;d for r�..,_. Iti S'1 --i Cot-INSCP C4'i 201609(40060 ....1 EX. uT I L tTI S 5 it? ` 20117 30 c038 * IOC:. DRt•.n. h..c. Q E:A2a-w. �t 5 ��� 11:sow e COUNTY AUDITOR Lot ,, `� Lot 6 Lot 7 Lot 8 Lot 9 S 89`26'08' W 75.45' `O RYLAwheilac.._. i CrZ�hnm. A-) Ww15 �R '' "F -�\ �,� ------------------- Pg..wrNl>.b� ii PZrI'C , ati Sheet 1 of 1 b1 ov 1 {i�" 1p Lei-1-L�1— �. "et--+� 1(02� `..:,,Sp, - - - - - -id 89'39'45_E 247.66 (247.72' Prot) _ - ----- _ ril} r S 0071'37' £ 8.32 (8.32' Plat) 3 h Street ���' �'' 1/4i6. e7•-►t2•CALc R_v�-.)s a 6 —r-- i bex Lid -- •.� `,rIf I '�itn sure f,4:q.•S, "i, ----- ---- --- -- --- ��- ! , 1 7 - 1+uL L 14 S �S c 7 1)41 s ?ge-ItZnam.-`)s z ".111/// '+� • " ' _ 0 7 j .��'12-1�' $ --y:m� $ ` •-s_11s/ t_ mt , io rrfy A.F. Lot 3 Lot 2 1 �i n�asa�s000wr F:`= _ ___-=--- ' S 89°45'05- W 153.95' N coSCALE: 1"=40 FEET Garage o —gin rrr 0 20 40 80 a 0 in "' w Ns VIA —r Li \17fil reed A Lear I - uffm ) - c o LOTd,Original Gorrr�a5 marked, Pt i ,r) ' i il ,! LI; q S E P 1 t, �fyg �j(b CF�b rd. card 5frcet Mon. a., L i s s9 39°45® W 150 OD' 55.89' noted, March 30,ZOIG �-a �5'' �' 65.00' ® ® Sef PeDar$Gap(L5 No, 19631) _ ��.� s oo noted, Play 3, 201C�, �'�,t,3 :` y ��� dire Mydran! lxi LEGAL - LOT' B OF ISLA-20 1 7-006 : — l•f ��,� asC7 -- I t. $ L®t 2 sv cv Lot 4 of Anacortes Short Plat No.ANA-95-006,as approved August 19,1996,and recorded August 20,1996,in $ Volume 12 of Short Plats,Pages 132 and 133.A.F.No.9608200002,records of Skagit County,Washington. TOGETHER WITH:The North fifteen(15)feet of Lot A of Anacortes Short Plat titled"9urtness Short Plat tit PlaceSPL-20016-1002",recorded September 8,2016,under Auditor's File No.201609080060,records of Skagit County,Washington. s_®----_��--_�_ �q Situated in the City of Anacortes,Skagit County,Washington �5N f> c1-►�(Ak._ k-CGE'SS k$ NOTE: Nearest Fire Hydrant ie on 34th Street, 230 f f away � s°� w�`.4tr y;�r "i ' t _ " 1 1'r ee-c)V...5r1,, -x S tsrsa..,ar.-.L.2.1 ma)D : °r°�cii Latzo 0/AL look° 4, rCZA\k-7tA44 ( r R: �rr� ®�° E � �, FairWeather Surveyor This map correctly represents a armrey map made by me or under my direction in conformance ra 10 er 1419-15th Street Anacortes,WA 98291 with the Survey Recording Act for Richard Buttress-Bakerview Construction phones:360.708.7953 cell 360.293.4787 Office ���� Consultant Anacortes,Washington. • 0>< AUDITOR'S INDEXING DATA SW (Of SEC770N TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No.19637 Date 25 35 1 the NE NORTH EAST. W.M. goo or 20ant G_ OF 2 �asasa �r _ =- SHORT PLAT Nb: ANA-95-006 DATE OF APPROVALS: B-/9-96 CORIllHB,' ,,,_., „..,,,,,,•"''.'- ;,.,: "` OF-SEC..;.'25 ;•_;= CONV.MOH, UNPLATTED 29T STR. % ram"-- _ TORKEL H. EKSTOM {- (0-041-0018) + - N89'39'4 "E R HIN�`::. ' -N89'39'45"8 - 441.31 '.. I• R N89•39 5 - -� �`-` tH 297.A2 110., 97.31 B4.DO 80.00 '�` 70.b0 NORTH LINE / Im _ '`� I � I OF SW'�NEz I � �Ir-y 0 ; o IMP.,,. . • -,„,„ '"�_'::_'•" ASSESSOR'S ACCOUNT NUMBER: SA 91602 I • v' o. 0 zoo roi -..:.,_..::.::SA #1618;::_-,'.:..::-_..'`. '- (350125-0-065-0308) sc,_ H M o a N �,. : :=' '' ...SA #1614 m SA #1610 SA !{1606 POND) .Y o o `< '°° (DETENTION UNP LATTER to �' % +r W H O N " h °D co I ' JOSEPH KASCH rs40 0 r 0 .'--45 rn _ �o 8c w WILHELM L. PETERSON f Q :`: y I o• 3,� d • o "' " o7 =' 4 I 1 (0-053-0104) (0-052-0006) r� 0 ^ ,� Ei J ti o a o' 13 108 FT2) =tn , . 4- £ y „, as p z ( , _ O 0 N _ _�:.n%`� 112,,-s�i t .:FT2j-_�. 2 ^ I I ' `-� "y .^a Iky�- ( (y10+001 FT �9,735 FT2 0,518 FT2) r, I ' _ ti3. A=24 41 53 o I F H a'I� ° , " ->-_ '`= L=21.55 ° „ LOFT. UTILITY cn I �o v CO 3 d89 5. 45 E :,.,::.="' - "_:A•• ,49,,:, =„ •- A=40 23 15 IEASEMENT(TYPICAL I • c• b. Y o °� 75.35 + 1 SS .:'h• 14401 0 L_=14.1b_ '� �r0' -- L5� • -.N89°39'45"E - 302.21 .. oa < �Io 4 ,^, s� �� `'�B � •"� _- • 52.24 -- �- - -- 80.00 � 74.00 � � �'• " 1� 0 �2 3 [y_ " ...202.24 ... t 0 00 34TH STREET '' f .. E' x `SA #1620 4),w = .0 4 w R S89°58'ZO"E - 760.00_ y I =___ _ -.,� - _-_ - „ ,"� 1-N89°39'45"E - 301.86 •.. •- , 6j 1., `T'..^ ,• '•'" ;_ _N89'39 45 E - 247.72 - .-. - .- _ - . - . -.- .-._ -.- .- ., . 40.00 34TH STREET (80 R/W) pq o N �S4 89°3ff'41" p N0�20'I5'TW ?= 34TH STREET (50' R/W) 0 0 34TH STREET (60' R/W) A.F. �{$D02210D05 (SEE: GEN. INFO c ^ c - .. o. RIR SPIKE y h.,- 0 4 ' 13� R-5: . "e. 8.32 _ vr�C o M oI END IN 1979 1m o (12,752 FT2) Cn 1 °�' a. -_ s 1 -{ ? ::;.:p o..... _,..,, _ _--------- N89 37 38 E - 151.73 N89°41'S4"E - 149.78 ... t �I I o N. .p 43,,cr-,,'..,if 20.38 '-1 0 : - 10 7 1 •, : I • _ o p 7. 4 T A:75.8423'48"I o 115 15FT'. WATER & SEWER . I (H { 144.28 I z 65.72 C." `-% .;:. , C., =34.95 I `" EASEMENT(AF#635108) I z -RS89'39'45"W - 210.00 _ _ `I �_„ SA U1603 I 'L --- - A=4(1":o-3`.0°7"`. Pa - I I 10FT. -UTYLYTY f ` i • 0 1 MICHAEL E. JARBOE EASEMENT (TYPICAL) , / (0-054-0D04), N _;;,_ _, VERN L. BURTNESS C "'- :- I N (0-065-0001) 3 _�_. '' T`4 67.2=';T2) UNPLATTED :. N �_:. . 0 T 1 (5P. AN-91-001) I 3 515,269 FTZ� -`I ,; z I L E GAL DESCRIPTION - PER ISLAND TITLE COMPANY'S "SUBDIVISION GUARANTEE o+ VERN L. BURTNESS I �' == I EXHIBIT A" - (SA-14869): (0-065-0001) N 20.00 ''•: 122.70 is. z ,•,•.;. 1 • . 89'09'45"E - 142.70 ' .,;,,,,7„,_ "TRACT D OF ANACORTES SHORT PLAT NO. AN-86-DO1 AS APPROVED APRIL 28, 1986, AND RECORDED H I I:-=:`; M _ - APRIL 30, 1986, IN VOLUME 7 OF SHORT PLATS, PAGES 83 AND 84, UNDER AUDITOR'S FILE NO. 90.00 "' 'E-.1 ; - " . _ 8604300004, RECORDS OF SKAGIT COUNTY, WASHINGTON; BEING A PORTION OF THE SOUTHWEST ° , SA 1i1604_-.:{ ' w QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST OF THE _ o `,� ;_ W LLAMETTE MERIDIAN;' SHORTJ PLAT "TERMINUS" POINT OF �' I :=0 0 :_ / THIS EASEMENT IS o ^ `� �''• SITUATED IN THE CITY LIMITS OF ANACORTES, SKAGIT COUNTY, WASHINGTON. _ 133.66FT FROM THE � "�' � •' " r SE CORNER AND NOT '^ `� 2D,537 FT2) • o 'SUBJECT>.- 0: EASEMENTS, RESTRICTIONS, COVENANTS, RESERVATIONS, ETC., AS SHOWN ON THIS S 6 7 S E - 14 2.6 7 FT AS SHOWN ai . I '` < l <:"'''� DRAWING Ate OF RECORDS. I- ON DEED. I 10 FT. UTILITY ( r o ` • EASEMENT I 't�I _ 4 i TRACT „C,i c� -f� ` I ? ;i 4 34TH STREET C �, Ate? a\ M G.,E`N E:R A L INFORMATION : 1 '(SP.AN-86-001) 20 0 46 I o H = _ �� ' R.A. DICKINSON N 4•�0 �6'\� I N z ( (0-065-0209) •0 1 ^ . :;:,; z I N 1) ::'-:t1ATEli &UPPLY CI Y OF ANACORTES f 3 �EX.WOOD.RFiT.WI.L N89°3s'45'� \ r _I' :," { & PAVEMENT ARE li✓�RDACHING 7.92 c•' I ^ . I(SP-AN-91-001 r ( W 2}._ SEWAGE DISPOSAL: -'CITY;=OF ANACORTES. _ _ ON LOT 1,BY t0.3FT.) R=50.00 ; �� u I I d -I I 1 CONC.NAIL o N86'S3'52"i �� ,`3•�,�`ti , I I z • w 3) --EX,ISTING�''2;UNING: RESIDENTIAL;;MEDIUM DENSITY (R3) - (6,000.00 SQ. FT. MIN.). - J_� 2 i C SM N89°39'45"E S�SET , • •!_232.82 ,54, ti'1 I w a :;•::,< -- s-�_I--_t-- - ••-175.00- ••-" lo. •57,82-.--- Ste'- /- J 4) THE PREPARATION-AND SURVEY OF THIS SHORT SUBDIVISION IS BASED ON THE FOLLOWING SOURCES: 35TH PLACE �--- ------J 3 5 TH PLACE - � - -- - - L 10' . 74.87 / .68. A) ISLANTITLE COMPANY'SStBDIVLSTON GUARANTEE" - (SA-14869) • VICINITY M ASP 589°39'45" - 143.67 LOFT. POWER & GAS EASEMENT B) INFORMATPON.SHOt1N ON ANACORTES.,SHORT P•LP,TS.. NO'S: AN-86-001 AND AN-91-OOI. AUDITOR'S (NOT TO SCALE) (A.F. #8503150065 & 8504090074)` KENTH FORSMAN FILE NUMBERS(186e4300004 AIU# 9-105[31•Bt118}:RESPECTIVELY. UNPLATTED (0-070-0004) . _....-.:1,,'', ti _. . C) APPLICABLE STREET MONUMENTS FOUN.D AR SHOWN. . . _ S Y M B 0 L S : 5) THE CENTERLINE OF THE "DEDICATFA" 34TA STREET='_.(k-F'.(I $O02210005) LOCATED BETWEEN "K" AVE. AND THIS SHORT PLAT, IS LYING 1UTH,;,=`4:77 Sin- WW1-THE "PLATTED" CENTERLINE OF 34TH STREET -� o = REBAR & CAP WHICH WAS MEASURED AND INTERSECTED BETWEEN STREET MONUMENTS,-.FOUND- ON COMMERCIAL AND "M" 0' 50' 100' 150' 200' AVENUES, 29TH STREET ETC. ALSO, THEr$OUTH`-LINE ox,,THE i0. 1T:`P/W IS- NOT PARALLEL WITH THE R 0 = REFERENCE POINT ..- SCALE : 1 " = 5 O ' NORTH LINE, DUE TO ERRONEOUS DESCRIPTIONS SH04IriN TWE,,A8OVE "DEWAT N", RECORDED FEBRUARY ® = CONC. MON. (IN CASING) 21, 1980 AND IN "WARRANTY DEED" RECORDED ON'-JANUA ''23,'-3 74,.. UNDER`A.: -` #895218. F 1*) . STREET MONUMENT (FOUND) ;,. _'1t.`, -- =-- - 6) SURVEY EQUIPMENT USED: HP 3810-A STOTAL STATION). 5M QQ = SURFACE MONUMENT (FOUND) ,•,-. _. '' - SA #1603 = STREET ADDRESS 7) BASIS OF BEARING: BURTNESS' SHORT PLAT, AN-86-001 =;:R.'.F. #860k30000.4:: .," _-- _.. . _ . VERN L. . MURIEL X. DU ,T1kESS _ _- �! �� PREPARED FOR: 1620 35TH PLACE;;• ���'' _-=',r_ - .`•. ;,: :.."': S I 0 RI P I_Al OF TRACT Q o�' w�Vqo " - ANACORTES62035 , WA = 8221;'`' -. - (360):::$93= 19 �i �Pr - SCALE: 1 - 50 ❑RAWNBY: J.H. JOB'' 0•: .,;,�®..., Li, BURTNESS' SHORT PLAT AN-86-001 DATE: 7/2/96 APPROVED BY: - ,r-= DRAR''LNG NO: (VOLUME 7 OF SHORT PLATS AT PAGES 83-84 A.F. #8604300004) DESCRIPTION: PART OF SW1/4 OF THE NE1/4 OF SECTION 25, TWP. 35N, RG. 1 E.,W.M. % SHORT PLAT CITY OF ANACORTES, SKAGIT COUNTY, WASHINGTON ur'' 70HN J. VADAI 6 ASSocIATES MERIDZANq SEE ABOVE Phone: (360) 293-9591 5809 SANDS WAY - SUITE F,Anacortes, Wn. AUDITOR'S CERTIFICATE Filed for record at the request of FairWeather Surveyor. �� f _ 1 • to 201609080060 APR 2 5 2018 ® t • o f B LA 2 (it 1 7= iliA cort , s, 201708300068 COUNTY AUDITOR Sheet 1 of 1 M 014os -_0__Lot 5 - --89-26-a8- -W -75:451--- -- Lot 6 Lot 7 Lot 8 Lot 9 _z- 10 ft. Utility Easement, ' > , A.F. • Ab. 200705150068 C� iy, m4" ' I2" `\ --_ lt •,2,,,"� �0 ---------_- SCALE. 1 "=20 FEET , M- % \ S i' W "fr<4.01- C eV1 5 111116.• • Ala. INC \ ,,'' .: .....1:•:::.-:4:':'-;--....-":"."-777: — / n cokt-rA"\ lib -.1 lank• i -4 / .:-.-.:- o ` a 1�'C B yu2, ..l: wQ/k I 0 20 40 80 w t, iv\---- \ . • `� �,,,\ �h 2 •,• �I ,��� ------- N 89 39 45 E 247. 66 (247. 72 Plat) --- -I �``_ ',:�ra� `..'`;U •- 3- ° , -------------- ---------------------------------------------- CITY OF ANACORTES --4 • r, 9„ \ \ , `�� ►►00 1 a ;. - jl ; 8. 32 (8. 32 P1at) PLANNING & BUILDINGDEPT: tall \ .•f . ,xr . is A .- � co�1.J a, 'l" APPROVED PLANS rvirc,,,,,,..„ ...,...01/4i,,,,:,,,:1,::::,..:: :,.c.,::.:.,.- -.., - PERMIT ti: $10 '2-0/7 -04-.92 • \ ' ' APPROVED'BY: ` • \ \ �(L�� _6.2,..lsy/ V.------ k' 0 � • a ...) , , :' 1 . ,,' ° y: \ SUBJECT T6 F• ED tfV. APPROVED PLANS Z a : ` \ , •. SHALL NOT RE ALTERED WITHOUT AUT1ORZRLION \ \ - - 1 - - � / Cit Sr Oo �. i a \ • N` d . `� �� I i, �' 10 fi Ut%�%t ment, L o t 2 6\ 01--------t--:-,----:-:,-Is......1 ; . \, I / 10 ,r4 F. Na 96082° .•2 Lo t 3 L6 \ Plum 8" NUT�i- -`` ro be mated Cypress Tree_ i 12" N.• i Ab._ ' - ' S\‘ 39°45'• " W 15 . 90 \ to ft. /rtyEas - t, A.F. Ab. 20170;300069 Cl) 0 O LEGENbGarage Breeze House o . co Way NOS: For sctual layout see (1) N AF, No,20170800068 0 n-i • fd, Original Corner a5 narked, co 0 oaf, cased . /reef Ikon, a5 o Desk nded, March 30, 2016 o c/ . .5ef Pe Par $ Gap (L... No, 1%%37) Lo 0.5 noted, flay 3, 2016, co `° Parcel A v 0 dire hydrant rri 0 Pine Tree ��-�u.e. V.fal kaSsarclAnJ Pr`r eftLez- N • Pion Tree � � -�' N �`i t� ctst6 o �--- 55. 89' o �,�s o �- S 89°39'45" W 15 0. 00' --. ® Underground Power • �85. 00' • $ Telephone �'''✓`f 65. 00 0 oC. °N 5vl Ix � ' ` s S VIA 1,ts 19637 447 `r4V/STLl�'�Q* � l'NALLOD %EXPIRES 11/10/18 LEGAL - LOT B OF BLA-20 1 7-006 : Lot 4 of Anacortes Short Plat No. ANA-95-006,as approved August 19, 1996.and recorded August 20, 1996, in FairWeather Surveyor Volume 12 of Short Plats,Pages 132 and 133. A .F. No. 9608200002, records of Skagit County,Washington. SURVEYOR'S CERTIFICATE ,.. This map correctly represents a survey map made by me or under my direction in conformance Fahlicather 1419- 15th Sweet TOGETHER WITH: The North fifteen(15)feet of Lot A of Anacortes Short Plat titled"Burtness Short Plat i lorauvarer Anacortes, WA 98221 SPL-20016-1002",recorded September 8, 2016,under Auditor's File No, 201609080060,records of Skagit with the Survey Recording Act for Richard Burtaess-Bakerview Construction phones:360.708.7953 cell County,Washington. Anacortes,Washington. 360.293.4787 Office Geomatic Consultant Situated in the City of Anacortes, Skagit County,Washington AUDITOR'S INDEXING DATA SW of SECTION TOWNSHIP RANGE NOTE: Nearest Fire Hydrant is on 34th Street, 230 feet away Registered Professional Land Surveyor,L.S.No. 19637 Date 25 35 1 the NE NORTH EAST W.M. UNCOVERED NAME AREA DECKal) (ON SITE) LAMINATE SHINGLES (TOP FLOOR) MAIN FLOOR 3120.0 $q ft. MOD A MOD 8 ROOFING: METAL (BOTTOM FLOOR) I 54'-O" FRONT COVERED DECK 44.5 sq ft. SIDING: NU-RAY 1000 (NOR. AS SHOWN) 1 Zooli 14 NU-RAY 1000 (VERY. AS SHOWN) REAR COVERED DECK 44.5 aq ft. MOD MOD F WINDOWS: MARVIN REAR COVER ENCLOSED PORCH 240.0 aq ft. ENCLOSED SOFFITS: NO REAR UNCOVERED DECK 203.0 aq ft. MOD D MODE UPPER MOD ' W W j'iniftiaLE94...em en I-- o ATTACH TRUSSES ACROSS Mil- w/ SIMPSON TP45 TIE KEY PLAN PC) x+ PLATES SPACED 48 o.c. ALONG TOP CHORDS w/ 6-8d COMMON NAILS EACH TRUSS. APR 2 5 2019 Eimil CITY OF ANACORTES PLANNING & BUILDING DEPT: I APPROVED PLANS PERMIT#: gLp-20/7— t f z ADDRESS: 1201 - 31TH N.W. AUBURN, WA 98001 APPROVED SY: PH: I-800-488-5036 SUBJECT TO FIELD INSPECTION. APB RAM SHALL NOT BE ALTERED WITHOUT AUTHOWA w oo ~ U- 0 Ca = —I Ili w w 2x12 W/W FASCIA 2xI2 W/W FASCIA > O 01 U N Cn u p A � I.�.I � } Ca y• NU-RAY 1000 (VERY.) NU-RAY 1000 (VERT.) -► '�r v Z — w o Ul n 2 1 o - 2x6 wHITEwooD (� - W FASCIA _ �_ Z Ca S L Z -� 2x6 WHITEWOOD BARGE 3 D 1- 43 (III BOARD W/ 1x2 TRIM f „ I - z II Y. ZI _ ii _ . 0 to „IY _ \ _ _ Al - W - _ .'' = / a 2x2 WHITEWOOD _ _ _--��� = II 4 \ / m 14 _ _ WINDOW TRIM _ �' , = _ = = = = = = _ _ =-F= ��_ = _ _ __ _. _ _ _ _ _ _ — — II — - II DATE REVISION BY / • NU-RAY 1000 (HOR.) (I / — _ ' \ _ `` _ \ / - - r - — \ II 9/14/Ol ENG-DRAFT IL i - _ _ = _ " -. . 2x3 x 2x4 WHITEWOOD II _ - — CORNER BOARDS — - II 10/11/O1 C/O a7 TL � - — _ — - II 1O/26/O1 C/O a7 TL malliiiiiiii / SKIRT BOARD II ' II ` -/ 1 -- 10/31/01 C/O *7 IL APPROX. GRADE LINE II I I II / (I 11/O6/O1 C/O *7 IL I JJ II 11/15/01 C/O a7 TL II I I ' 1 — II 11/29/01 C/O *7 TL II V - / s e J FOUN REV. TL a .' `• II 4/10/11 II ,'/ ``� • .'/ ``� `�• — II 4/30/Il ENG-DRAFT TL I v , WEST ELEVATION I vII I II II �" I I II II SCALE: 1/4"=1'-0" . II I ,'., •`,I . , _,/,' ~�` 4 = i II PERMIT REVIEW II II �`'�. 4d i yz''/�,�Ape' eE— II BLDG, PERMIT L 4Style LESCI-II REVISED AREA Sq. Feet 3120 No. Bdrm. THREE EAST ELEVATION Drawn By TL SCALE: 1/4"=1'-O" Date S/21/01 Scale NO SCALE DESIGN NO. ts*ov r W ST RN UJ S INcTOM ►2725 0 4 Or COUNTY REQUIREMENT FOR LOAD CRITERIA: g 2512 1). 25 P.S.F. ROOF SNOW LOAD >%,40isriete.1, 2). WIND SPEED = 85 M.P.H. "EXPOSURE C" f DNA+ SHEET NO. ENGINEER'S SEAL FOR 1 STRUCTURAL ONLY NAME AREA MAN FLOOR 3120.0 sq ft. cm) FRONT COVERED DECK 44.5 sq ft. 40 zi REAR COVERED DECK 44.5 sq ft. REVISED AREA REAR COVER ENCLOSED PORCH 240.0 sq ft. IF C Plimmi REAR UNCOVERED DECK 315.0 sq ft. / 20'-8" -0" J �0t� // 1'-6" / 13'-2" ,/ • 6" ■ 11/ 611 12-2" -0j 6' CI:4r.7.1 2636 CSMTIiii4WALL BELOW (TEMP,) ;q O rZiB -sr_ — - - a� :A:LT II I UIU9 a o:4- ( I I In m I DN IEQ LALL 3-0 (FULL LITE) ®• I I O �, I n It HOOBSC / ® - .--.` 16" SHELVES /^ _ 1 . �� 3-0 ® ® -- u " Q/ ' OM � 2-PLY 1.025k ` 29 HIGH — — I —O, , I LS �_ _ _ _ _ - - _ — �........ // DRAG TRUSS `'` 0 I - J U WD RM ` -- > N I „ 48" UPPER CABS36" Dv GAS J ,per36 S/C RANGE I FIREPLACE DW/TILE / STUDY = PANTRY U II t21STRAP IIMEDIA RM CARPET UTIL. COUNTER N PANTRYPF KITGI-IENCARPET1(33.., TILE 12 DEEP2-PLY I 25k COVEREDII PD F/10II �UTIL SINK r - - r, HARDWOOD CABDRAGUSS PORCH (4 PLGSHIS WALL) / �� 32' • 1 DRY I 35 1/2" I IL 4 TILE 1201 - 31TH N.W. 6 PLUMBING WALL 1/1- ,III I (OPT I I `-_, HALF WALL / Ell (UNHEATED) AUBURN, WA 98001 e I a I - 11 -WINE Dui o o I 0 U - I PH: I-800-488-5036 • COUNT - -i CO0 'n ! 1 ' X �01 1 % % OVER W I WAS 1 z '4 rI//_____I/_____ _ WOK p O 11 (OPti I 2'6„ 0 g P-:ri ���// 2 __—(3) 2xI2 HFr2 I 3 _ �, L = L,W i�y���y��/ ��N co 3'-O - J i i ic() ;U (3) 2x12 HFs2 " Om 8'-0 5'-0" !III !ICI I FRENCH DR '� O CATHEDRAL CEILING W/ \ ' cE W _ 'a'V' 41 I/2" HALF WALL O °D 2xI2 HFM2 RAFTERS - / ~ - > -7 W/ 12" OVERHANG CATHEDRAL CEILING W/ TILE • r 4 cn ,w RADIUS 14'-4 I/2 •• O i FLAT FRAMED .. W _� i • 24" O.C. ,. 0 = i� O 2xI2 IHFs2 RAFTERS to �► CEILING X rtl . ' , I . 24" O.C. REVISED AREA 1-- F i I , � " 4 cD ;� s 0 i _... ...„ — Af_ U. O \ Ca = 1111111EINIMIW Ma 11010 GAR DR I � Qj _ (TRACK TO FOLLOW ROOF J _ (2) 1-3/4"xl-1/4" LINE OF INTERIOR) _I IU L11 5-1/8"xl-1/2" GLB = 5_O4k DRAG MICROLLAM 0 E 0 O H 24F-YS '// / / TRUSS ''I� 5-I/8"xl-I/2" GLB CO „(� U O 1 CORNER CONN. W U >O 4_1 i/ / 24F-VS /O w V�J LLI V! O Q TYP. • 4PLCS. � � � 11 i / m �/■� (3) 2x8HFr2 3 > FIX d o 4 I I ° ENTRY /� DINING RM WI PI GREAT RN HEADER p m CABLE RAILING t x 4 UNCOVERED ww0in r TILE lip HARDWOOD 4 HARDWOOD O � w II x . OV DECK = Oul cat w Qr q m1 o � w ) x ,, 0 ON SITE BYTLH in 111 � � 10„,... (3) 2x8 HF"2 ^/ I d E 0 O (HS ONLY) lii .��77 W V N ff. 0- Q HEADER i p (1� _( • " r+ / p ri 5-I/8"xl-I/2" GLB �I �.-p0n 5-1/8"xl-I/2" GLB TALL WALL LW / I 12" SOFFT BELOW WALLALL II N24F-vs EACH d DECK FLOOR JOIST:24F-VS / � � CORNER (4 TOTAL) 0 P.T. 2x10 I-IF•2 • 12" o.c. w/ O N t a® II LUS28 HANGER II 4 Z Z f _ �_ _ _ —_ (Y d 'JQ W a HB • N (I WALL - - - - — — — - - - - azlt ,- _ -- _ - - - - _ 6080 FRENCH DR \ -1 }- 4 p- co a ws ws (if!) _/ I I DATE REVISION BY 4 5'-0" `Q =/�--FLAT FRAMED - - V-0 0 co :: 36" 24" HIGH n 0 V •, • 1 I CATHEDRAL CEILING W/ I� CEILING# TILE n Q / •. VANITY _ 1 2x12 HFr1 RAFTERS DOUBLE STUD W/MST21 STRAP II 9/14/01 ENG-DRAFT TL HEIGHT 4-0 BP I •24" O.C. � .- PER DETAIL F/IO I II II 10/Il/Ol C/O *7 TL I O E I (4 PLCS • THIS WALL) 00 00 1 I 1p M-BATH R1 t I MASTER BDRM IL 4 10/26/01 C/O .7 TL CARPET (3) 2xI2 HFP2—� I (3) 2x12 HFs2 - - WIC I TILE CARP 10/31/01 CIO *7 TL CARPET 1I I Il/O6/Ol C/O *7 TL O BDRM 2 - ATH = BDRM 3 I a CARPET c. TILE c� _ CARPET CO 2-6" 2 .�o 11/15/01 C/O *7 TL -6" - 5.04k DRAG WALK-IN 1 I I POC. " . " \ TRUSS - TILE SHOWER 112-PLY 1.025k m 0 ` 11/29/01 C/O *7 TL 24x24 I i \ / 1 I I DRAG TRUSS ,o 4/10/Il FOUN REV. TL 4.IN. 1 o I Y W fAB I OL to / \ I I I 14 W _� 4/30/I1 ENG-DRAFT TL i 2-PLY 1.025k CATHEDRAL CEILING W/ Ip ti DRAG TRUSS SHAMPOO BOX I I so 2x12 HP2 RAFTERS MI , 4 P W t I I 10 • 24" O.C. rCoil) o z O (/ 36" I .9 3 20 3 0 _..2 _ U I BENCH SEAT co) I I BENCH SEAT / L3 PERMIT REVIEW TEMP) it 16 15 14 21 (OBSC/ OBSC ( EMP) O ABOVE CONT. HEADER BLDG, PERMIT IF (OBSC/TEMP) IIDOUBLESIMPSON STUDMST21 W/STRAP II Style LESCI-!I II PER DETAIL F/10 II (6 PLCS • THIS WALL) Sq. Feet 3120 IL A No. Bdrm, THREE Drawn By TL MAIN FLOOR FLAN NOTE: Date 8/21/01 LATERAL SYSTEM DESIGNED BY ENGINEER OPENING ID PRODUCT CODE R.O. SIZE TYPE COUNT OPENING ID PRODUCT CODE R.O. SIZE TYPE COUNT OPENING ID PRODUCT CODE R.O. SIZE TYPE COUNT FOR WIND 4 SEISMIC LOADS APPLIED AFTER Scale NO SCALE 1, 9, II, 22 1650 CP W/ TRAP ABOVE SEE DETAIL 14/6 TRAP 1 12 CCM2448 R.O. 2'-I" x 3'-114b" PIC I 21 CCM2460 R.O. 2'-1" x 4'-1146" PIG I FINAL INSTALLATION. MODULE CONTRACTOR IS SOLELY RESPONSIBLE FOR BRACING DESIGN NO, 2 CCM3660 2W-MODIFIED R.O. 6'-I" x 4'-1146" CSMT 1 13 (5) 2'-0" x I'-0" R.O. 10'-0" x I-0" PIC/MULLED I 23 TOP TRAP R.O. DETAIL G/6 TRAP 1 MODULES FOR LOADS OCCURING DURING TRANSPORTATION 4 PLACEMENT. 4,N , TIr 6149 3 CCM2436 R.O. 2'-1" x 2'-1146" CSMT/OBSC 1 14 CCM2448 R.O. 2'-I" x 3'-1146" PIC I 24 MIDDLE TRAP R.O. DETAIL G/6 TRAP I '74Q Cw 4 CCM3660 2W-MODIFIED R.O. 6'-I" x 4'-1146" CSMT 1 15 CCM3212 R.O. 2'-9" x 5'-1146" CSMT/OBSC I 25 BTM TRAP R.O. DETAIL G/6 TRAP I Q A IV ' t• Yt. 0 JOB NO. 5 CCM2448 R.O. 2'-1" x 3'-1146" CSMT I 16 CCMP6024 R.O. 5'-1" x 1'-1146" PIC/OBSC I 26 CCMP6036 R.O. W-I" x 3'-Ole PIC 1 / f- V. / ���� 6 CCM3648 R.O. 3'-I" x 3'-1146" CSMT I fl CCM2448 R.O. 2'-I" x 3'-It46" CSMT/OBSC I 21 GCM2012 R.O. I'-9" x 5'-114b" PIC I % - � �Cy O 272� �� 1 CCM2460 R.O. 2'-1" x 4'-114b" PIG I IS CCM2412 R.O. 2'-I" x 5'-114b" PIG I 28 cCMP6032 R.O. 5'-I" x 2'-1 5/8" PIC 8 !! �r " - CSMT I 29 12080 W/ (4) I ' " x 11' SGD/PIC I f ON 1?- SHEET NO, 8 CCM2460 R.O. 2-I x 4'-114b PIC I 19 CCM3660 2W MODIFIED R.O. 6-i x 4'-1146 3030 PIC ABOVE R.O. -0 -0 GD/P 10 CCM2448 R.O. 2'-I" x 3'-1146" PIC 1 20 CCM2436 R.O. 2'-I" x 2'-1146" CSMT/OBSC I 2 ENGINEER'S SEAL FOR STRUCTURAL ONLY w Cill NAME AREA UPPER MOD 810 /1.1111114 C/D ■ ■ w p4 411 PO Z 43'-6" 44'-6" if li 1 4 BUILDING OUTLINE BELOWFillill4 I I I 1 I I I I I I I I I I I I 1201 - 31TH N.W. AUBURN, WA 98001 PH: I-8OO-488-5036 I 54-0 / / 3'-0 -0" I 48' " 2'-10�s" / / �, / 9'-5 " 5'-1" 2'-11" 15'-I" 2'-I1" 5'-I" 2'-11" 5'-I" S'-St&'/ / / / / / / / / / i I .. 2 I I IIY I- F I I I IL 0 20 L — — — - -- - — — — — — — — J 0 = aiiiiimmiim 28 28 28 28 J 3 l-9y4 1 �� l l'-6 " 1 �� l'-9y" W //5 „ //5 „ //5It„ //516„ //5l„ Ui Z oD tu d co O FU I ,j. SWI WALL IN MOD OPEN TO BELOW —WALL IN MOD SWI � O m $ BELOW U BELOW0 I— W o W RIDGE LINE � w � a if- in • :16 c. ula WU 00. % z 1—a 3 I- a1O o � $ � � N nn � = Q. 1-� at) IY 28 O O O w N0 � I- 40_ - - — - - - - I - - - co DATE REVISION BY 9'-3W 5'-1" 2'-I1" -1" 2'-II" I 5'-I" 2'-11" 5'-1" S'-5�s"/ / / / / / d, / / / 9/14/01 ENG-DRAFT TL 5' 10/11/01 C/0 *7 IL 3'- -0 O" 48' " I 3'-0" / / / / 10/26/O1 C/O *7 TL / 1 / 10/31/01 C/O *7 TL I 11/O6/01 C/O *7 IL A I I I 11/15/01 C/O *7 TL I I I I1/29/01 C/O *7TL I I 4/10/1l FOUN REV. TL I 4/30/I1 ENG-DRAFT TL I I I I I I I I I L BUILDING OUTLINE BELOW • - J PERMIT REVIEW 42'-0" 46'-0�� AL BLDG. PERMIT X Style LESCHI Sq. Feet 3120 No. Bdrm. THREE Drawn By TL Date S/21/01 UPPER MOD. ELAN Scale NO SCALE DESIGN NO. SCALE: 1/4"=1'-O" _KOA J. IT ��,�o� Arc �0149 ri, 1 f i . 1 JOB NO. NOTE: I'd& ipt "�72� 2512 SEE SHEET •6 FOR ALL COMMON NOTES AND SCHEDULES. /r SWEET NO. 3 REVISF,11 (::::) Z__....001 96'-O" 43'-6' y 22'-10" 20'�B" �J'-0�, as-ONf11=14 C/) — • r.; /9 " JuN 1 4 2018 04 W O v t." V" " IT \ \ \ 0:11 Z _ o• _ e pie _ o• •° oN D o ' o IP UP —16 s• :t a 4 '9 011.4 I \ \ . ve .pA.7.e P. o • v e. �.0 e v o b .. a .per.7.e v n ve .pA."7e v o _ ve •D-"7. v o ve 'pA.v.e v n v a .pA.7 e vo ,v. ' a .pw.4e v o •_ ve 'pA.4 e O n _v ._ a spa.4a v 10.•_ yr_ a .pA.C7e _o n - ' I 2-6 \ .° 46 a' 4'>� i 1' ` 14'-419" I, 2'-1�s" < D OPP. 9 aF BEl�QE 4 4 v v D . MPS AT sQ' 4. I 5-0 SHOWER - \ 0 li, _i t 4 1201 - 31TN N.W. • � BATH o OFFICE � I a Q 4 I, g Q AUBURN, WA 9&001 in c $ I 9 PH: 1-000-480-S036 ' x 246' / BEAM: • D • A A C ( 55-1/2"x12" CsLB (24F-Y4) 2 (14'-4" LENGTH) , OF PORE h \ a MbD$ oEts t '- D, 4411 # \ „Ai4 A (.. 4 44 \v -crn O iv - p p - _ v p -. '" _ v p v ' - v p -. 3-0 _ fl ` aILL \ c o 4 . o' c p o 4 o .c o4 . '_ o • c p •4 - — — 0 - - a - - 111 dit.�..�. — --- — 21'-0" L as-0" /a46. 4 '-1115' i 4'-2ks" 1 I6'-914" 8'-0" AkA `n .-1 a % P. .oto � I.Awl4111 BEAM: I 41 O 4 5-1/2"x13-1/2" Gip \ > d) °• 1 24F-V4 I tn �.() U O IL p . . I •n O --` Z O fi F . .° '�� I 111 1 o X ( tx. 1L .a. — I DQ` a i211 ill u� a U I 0 0 /1n W 4 r Z ra i U1 Z I 4 0 ,° ik 7" 8'-0" I 8'-0" / 8'-O' / 4'-6" 3 to �. / I / to p . 4• . , nt ' j,� I IX h ' ' ' " I1az ne Iai— — Q — — Q — 8 — — ^' —• . — — I —� — — — Q ' a F� U I .� a^( tel • s LBEAM: I44NGER: DATE REVISION BY •° Atar . I4 a 5-I/2"xI5" Giu5 SIMP1CGi612-606 D. 4 ze (24E-V4) i 9/14/01 ENG-DRAFT , TL At 4 GARAGE I q6oP BEAM: 10/11/01 C/0 .7 TL v 6� 4" CONC. SLAB MIN. OVER .006 i (FULL LENGTH)5-1/2ex12. GLIB 4F-Y4) 0 10/26/01 C/O h it D. . , o . Q VIEO.UEEN VAPOR BARRIER,2" SAND I - Q a AND 4" CRUSHED ROCK BASE I W • Ilit' .�, in 10/31/01 C/O s7 IL Q in c 4 a IO �• 4 Q 11/06/01 C/O s7 TL RAT SLAB AT ENTIRE a r I . CRAWL SPACE a s Oin IVI5/01 C/O 4 IL /'O �RA's�s�P * I X p° lis•6 elF LT,RF 4 I 4 1V29/O1 C/O In TL rob IE err 5LT a • 4/10/I1 FOUN REV. TL '° 7 .. .... 11. I 4/30/I1 ENG-DRAFT IL D ' t �+ A \ 3 +'{ I E _ e . tt! 4 I 10 \ ' v - - - - - - . - - �� _ r. - - - . - �. PI \ v • p 4 p . . v • p 4 p .. . v • p 4 p ". .. • p 4 p .• . v • p va p .• . v • p 4 . v • p 4 p . •�•yj v p G p -, v. • • p 4 p . . v - v - - _ • i \ \ i° 4 .0 • . n' C ._P . . Q' C ._P • . n C .0 . . a' a . c . C . 1 4 . a . a • p 4• p -. . p 4- p �. • p • d- p . v . p 4• p -. v . p 11 p -. v - • T ._Q c' �P .P c ._4 n ._P n' .� a' c P n' a 0 n' a P �- a n' a p g•�+ba 1 \ \ \ \ PERMIT REVIEW "--4)( / ..jr —37 b• BLDG. PERMIT LEVEL SLAB SLOPE SLAB all / �,-o" style LESCI-II / —, A 34-1O" / --I53'-2" Sc. Feet 3120 88'-0" No. Bdrm. THREE Drawn By TL Date S/21/0- EASEMENT ELAN Scale NO SCALE DESIGN NO. SCALE: 1/4"=1'-0" W V O..' .t / a• 1," ,t JOB NO. 2'7259 - __ 2✓12 ONAL NOTE: sEE SHEET s6 FOR ALL COMMON SHEET NO. NOTES AND SCHEDULES. ENGINEER'S SEAL FOR STRUCTURAL ONLY 4 A all:1 V A rk AV AV `, REVISED Z_...„001 961 r / 88'-0" s'-O" - - _ / 1 43'-6" / 22'40" / 20'-8" 1-011 • J//AI VI ' in Wo �• .•e • v pee '. •. •. o• O e v• pee '. • •. ,,,• . e v ' •`. ‘‘. .14%. 1% = = pwe '. •. . n. r • 0 HOLDOWN: MODIFIED p D. SIMPSON I IPAHD22 ABi !Q <11131pcl1 PER DETAIL E/6. v a ib 31s" .4" , (24 F'LGB,TYP.) f `• 1---1 4. v v v' p. V. v' p t+ V' p c - • a" p V v' p 7 - v' p v ' • p' p v - v.I. p�- ' — M/L —T — — — — — t ,�` `--� e pe. e p o _ _ ._ a 'pe�e n _ e 'pe�e p o _ _ .� a ape. e - o _ 'pe- _ o _ .pe _ o .De e _ v , ' e - n _ . e - _ _ _ ae. _ o __ � e p e _ 1 -� 1 1 ,, • a--• ' p �I •G 1 i 1 + " D 714 n u i11pS , 51 ! ,4 i IZ"x6 CONT. ,. Q p , 1 ! LONG. • FTC. .•4 1. 411 le <El -11 ` Are i 1 :A I '4 �, i mo ! A. , ♦ 1201 - 31114N.W. O , e i 1 I 4 A ♦ ' " 1 A ♦ AUBURN, WA 98001 in '�I T- a s • i ! 4 iQ PI-1: 1-800-488-S036 • 48" x 48" x 10" GONG i gig11tA�s. sly ,) '� t ; AV ,. IPAD W/(5) •4 BARS EA.AY 6g t > 50" ( i -1 . '� P b 13 Carr Or I ♦ I 6'.6" 15'f 1 .6" 6x6 P.T. HFP2 ON #'� 1----— —, \ 1.1'\— ,, 24"x24"x8" 6'.g 21/32" 6'-0 21/32" 6'-8 2V32" / `F�i.4a: ►1 '4 •• FOOTING W/ r u �� to Q c (?J RS EACH WAY, -+ 48, ;-- r------- _1 ,.-.� ! 12 xb CONT. = Ot W (4 PLCS, TYP.) • __ __ __ __ ' 1 I I • , I i i r i CONC. FTC. , p AB6 O �- • v - . p "Q v '• ` v - • v '�4 v '. ` - v •C v `. v "4 v '. • I I 1 1 1 .• \ =\ a p . n- a . _ n' c _0 . c- a ` - . 4 - - I a F - + a : --I— i- '� -—; _ - "1� -� -- — i .y"�� ; - - ;- - - - - , o - • v' p _ . • \ \ \ CI F=- r- - - I 11 I 1 ! - o - . e e e Z n , I I I 1 I r - - - 4 }(9�� _ 21'-011 L ' y-0r -- -- . ik ; • '.J I ` I ` • Li:: lY1). L24" x 24" x 10" CONG i ! I :n ILI %M }.1 C �t' 1rrN Z W 4 o PAD W/(2) *4 BARS EA. D X 41 V le E��• A 41pa Mc is x 42 x 10 CONC ,,/� WAY (12 PLCS.) ( ) ID i '4M FA 1 i4 I, EA. PAD W/ *4 • 8" O.C. \ > VJ O 1' J ABI I ,°. v M1A� I 11F 1 EA. WAY A ILa ' & ' al ° 3 i i l I m -1 Z Ix O 4 ►F-16' x 8" CONT. CONC. FTC. la ` I — C ' olu ' VA X A' Q Q ' ° 8" CONT. CONC. FDN. WALL / It t I (x (L in in ABI DoN \ 10 / j 1 I O —j in= WZ :11:› I al f— 1- �' L4 I. m 0 AV • 1 �� I / a' -0N / 8-0• / 8'-O" / 4'-6" ►- as ! I O 4) • POINT LOADS i 41 I i 4 Z •' (6 PLCS.) i EY. 4. N 1 tl Q ! 4 % 13-0 I 3-0 4x8 WF'2 POSTS v 1 1 ^ 4 a' i PLCS. TYP.) 1fi r1 -------i "° r-- iS- - 1 - 1 i% 4 4 W 0 1.1 r , Illfp L ' xó' xCONcj DATE RISION BY 1 6' 21/32" / 6' 21/32" 5'-2 2V32 D 9/14/01 ENG-DRAFT TL / PAD W/(4) 4 BARS EA. \-- u i I I GARAGE I WAY 10/11/01 CIO 17 TL RAT SLAB AT ENTIRE 48" x 48" x 10" CONIC i 1 lic 1 4" CONC. SLAB MIN. OVER .006 �' �` 10/26/01 C/O '7 TL p•. CRAWL SPACE IPAD W/l5) •4 BARS EA. ; 1 VISQUEEN VAPOR BARRIER,2" SAND I i A ♦ 4 A ♦ i i It u j AND 4" CRUSHED ROCK BASE I ;� 10/31/01 C/O h TL <51 ABI '• ', t _• I _' 4 = 4 i 1 • - • 1 ' i I 4 11/06/01 CIO TL '� 1-7 4,, i • 1 S; 1 _ IVIS/O1 C/O '7 TL p° ! i A. ! ; +- '; 11/29/01 C/O n IL � cr....„,..) • (`" e■de$ .L i % �' 4/10/11 FOUN REV. TL \ \ i 4/30/11 ENG-DRAFT TL F ` • n •• :bI B -rbarit.fit MU. 1,41 tu. -I— Q I Ifi \ 110 I .<35 lit ��a`ea • v .....4 v -. ' • . `,1 v -. - . o - • v va• v .• . va . v a_ v '. . oa . v a. v '. - . oo . v 'd ,.- va • v va. v . 1.- ga • v a. v _, ,_- o ! • p -.-a` t '. . 4 o u_ v `. - . va • v a_ v -. ` . � a • v a v -. - '- o ' . v •e_ . -. . e ' . v ' . . o - , r - \ \ \ .0 . . d' C ._Q • . n' A .-P _. o' .0 n' .0 4.' .L> . �Q • 4 i - o' .4 is' .� a r P.G - o r -0 o' a p e r a 4 I a' a -Q �c—�--4 PERMIT REV(EW BLDG. PERMIT LEVEL BLAB SLOPE SLAB / ► Style LESCNI / - n-O• / 34'-10" / 53'-2" / Sq- Feet 3120 Ss'-0" / 'f No. Bdrm. • TI-1REE Ie A AA4 By TL \ i-1/2tl 1W1' ',-- Date 8/21/01 c , 4 BIM 4 TOP FOUNDATION PLAN Scale NO SCALE DESIGN NO. SCALE: I/4"=11 01 ( A-1 ' , . • '•a , • JOB NO. 27259 ...11 2512 IoNAL v NOTE: SHEET NO. SEE SHEET 16 FOR ALL COMMON NOTES AND SCHEDULES. ENGINEER'S SEAL FOR STRUCTURAL ONLY 45 ROOFING: LAMINATE SHINGLES (2) SIDING: NU-RAY 1000 (140R. AS SHOWN) NU-RAY 1000 (VERT. AS SHOWN) Z,....0004 WINDOWS: MARvIN ENCLOSED SOFFITS: NO /M114111C41.44 (11 • ■ W rz4 Wgill Z NU-RAY 1000 (VER`) 1 I 4.4 A iklllk 1 PII4�1 o p I 1 '•` 1 N • / N. \ _ / N. \ \ 1201 - 31Tl-1 N.W. i ) \ ;-= AUBURN, WA 98001 — PH: I-8OO-488-SO36 / N. / I. � / _ N. / / . " II 1 / NU-RAY 1000 (1a0R) MN- J _ - 1% Z 1 Y. � loll ] a ] „ ] „ ] v „ ] „ ] „ ] „ a „ ] ., a „ ] , a ., a „ a ., ] „ a ., 1 ., ] „ a „ ] „ a „ ] „ a „ ] „ ] „ ] ., a „ „ ] v ] „ ] „ ] ., ] „ ] ,, ] „ ] „ ] „ ] „ ] „ ] „ ] „ ] „ ] „ ] ,,, ] ] ] ] ] ] ] ] ] ] 1 1 ] ] 1 ] ] a ] O O V Vv (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v (A v O IV ' V ' V V ' V ' Y V ' V ' V ' V ' V ' V ' V ' V ' V ' V V ' V V A 'A V A V A V A 'A V A V A 'A 'A V A V A V A Y A V A V A V Q Z > > > > > > > > > > > > > > > > > Z - ] „ a ] „ ] „ ] „ ] „ ] „ 1 „ ] „ 1 „ a „ 1 „ ] „ ] „ ] ] I . (A v (A (A (A (A (A (A (A (A (A (A (A (A (A v (A V if V V V V V V V V V V V V V V I ' V ' „ ' V ' V ' V / Y - Y ' Y ' V ' V ' V ' V ' V ' V A > " > " > " > " > " > " > " > " > A > " > " > " > • 1 W/ W] ] a ] „ ] a ] ] ] ] ] ] Av (A (A (^ (A (A (A (A (A (A (A (A (A LLI Z rIL{ f- I V V V V V V V V V V ZL i I - V A > v A > V A > V A > V A > V A > 'A > V A > V A > V w U V r (A a (A (A v (A (A v (A (A v (A A V V V V V V V v/ 0 O V ' Y ' V ' Y ' V ' V y v, v I o 0 (Av V (A (A (A J �" V V Z ift il� O V A >' V A > y _ ] „ v i— a_ 0 W Z i- ? mz SOUTH ELEVATION Z o SCALE: 1/4"=11-O" • ptofY co 9 d) = zlY w 1- 4 (L 4 N NU-RAY 1000 (VERT) DATE REVISION BY 2x12 W/W FASCIA 9/14/01 ENC3-DRAFT TL 10/I1V0l C/O *7 TL r 10/26/01 C/O "? TL E 10/31/01 C/O *7 TL j 11/06/O1 C/O 1101 TL 1I/I5/O1 C/O *7 TL L I1/29/01 C/O *7 TL 4/10/I1 FOUN REV. TL : — — — = 91 _ 4/30/I1 ENG-DRAFT TL II - II I _i._ — - \ / \ / \ __ _ / N i /N. \ PERMIT REVIEW NU-RAY 1000 (NOR) N / _ 1 N. / �• \ /• BLDG. PERMIT 1 = m — = s , / 1 �` N. / \ / `�, 1 • I N / \ / Style LESCI-II II II — I , II I Sc. Feet 3120 II I No. Bdrm. THREE IIII ‘)ScePr rA Po•144 Jt5 Drawn By T v C A 11 ](A„ ](A v ]CAv ]CAv ](A v ]CAv ]CAv ](A v ]CAv ]<A v ](A v ]C A„ ]CAv ](A v I v ] v ] v ]� v a v a v 1 v ] v ] v ] v ]� v 1 v .I , I v ]� v i v v ] v ] v 1 v 1 v ] v 1 v 1 v ] v 1 v a v ]-- v a" a L II V V V V V VV V V V VV V II v ' V ' V ' V ' V ` V v ' V ' V ' V V V V A > �r A > A > A > A > A > A > A > A > A l A > A > ] ] „ ] „ ] „ ] „ ] „ ] ] ] ] ] Date 8/2-I/01 II _ (s (A (A (A (' V (= (A (A (Av I V 11 V V V V V V Y II - - v A > A > A > A > A > A > I II ] ] ] (A <A V (A v V I Scale NO SCALE IIV V V V V V II I II I DESIGN NO. II I ( I I II I0. TY 1 I II I CO 6149 II L J- � I J 40' A C II II AV - 4 't. 0 IL A = — = 4 fi r`� i ' JOB NO. REVISED ARE NORTH ELEVATION vz,27.5:6„ 25-t2 SCALE: 1/411=1 -011ONAL $ SHEET NO. ENGINEER'S SEAL FOR STRUCTURAL ONLY5 El SHEARWALL SCHEDULE I,2,3,4,6'1,8 8d a 6" o.c, MARK SHEATHING SHEATHING REMARKS •� / FLOOR PLAN NOTES: EDGE NAILING - NAIL SH T G TO BLOCKS PLLiiAS FOR SHEARWALLZoil _ 1.) DESIGN LOAD CRITERIA: IBC 2006. 15/32" PLYW'D EDGE NAILING - - 40 psf FLOOR LIVE LOAD SW1 ONE SIDE Sd 6" o.c. - 25 psf ROOF SNOW LOAD TOP PLATES 15/32" PLYW'D �I HEADER ���I WIND SPEED. 85 M.P.H. "EXPOSURE C" SW2 ONE SIDE ad ® 4 o.c. GABLE END OUTLOOKER PER PLAN SITE CLASS 'D' Se = 1.60 S 1 = 0.560 TOP CHORD /1411C4.44 (4 ill( SW3 15/32" PLYW'D 8d • 3" o.c. SEE NOTE 5. NOT USED NOTCH +• GABLE 3-16d AT OUTLOOKER f _ , w 2.) TIMBERLAND HOMES CERTIFIES TO BUILD ONE SIDE 4x2 FLAT BLOCKS END. OUTLOOKER TO GABLE END CONNECTION r�1 TO THE DEPARTMENT OF LABOR AND W/ LStA21 (TYP.) TO EXTEND TO 1st. O 15/32" PLYW'D TRUSS AND BACK INDUSTRIES GOLD SEAL STANDARDS. SW4 ONE SIDE ad a 2" o4.1,c, SEE NOTE 5 NAILED w/ 2-l0d 3.) DBL. 2x1O D.F.L. *2 FLOOR JOISTS TO BE OPENING m ►�'i 15/32" PLYW'D • l 3"o. EACH ROW INSTALLED BELOW ALL BEARING WALLS 8'-0" SW5 ad 4" o.c. SEE NOTE 5 NOT USED �� �Sd 3" o.c. OR 2-ROWS AND LONGER, PERPENDICULAR TO RIDGE EACH SIDE NOTE: BLOCKS 4 STRAPS MAY PER IRC SEC. R502.4 I5/32" PLYW'D BE INSTALLED ON THE WAM������1��r/-A-WA SW6 Sd +• 3 o.c. SEE NOTE 5. NOT USED rni EACH SIDE E 01°m1.1 SHEARINSIDE WALLS I TYPE 4.) INDIVIDUAL ROOM OUTDOOR AIR INLETS __ SHALL BE PROVIDED PER 2006 IRC 15/32" PLYW'DIlk SEC. R303 SWT EACH SIDE 8d m 2" o.c. SEE NOTE 5. NOT USED NOTES: WINDOW /� /� GABLE END OUTLOOKER PER PLAN ANCHOR COLT SCHEDULE 1. SCHEDULE IS BASED ON 2006 IBC AND ON WOOD WINDOW STRAP DETAIL TOP CHORD FRAMED WALLS WITH 2x4 (MINIMUM) HEM-FIR STUDS e 24" o.c.. 3-16d AT OUTLOOKER MARK SILL PLATE ANCHOR REMARKS NOTCH + GABLE TO GABLE END CONNECTION 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR 095. _, NOT TO SCALE 1/2" 4 * 48„ o.c. 3. SHEATHING THICKNESS MAY BE REDUCED t0 3/8" OR 1/16" PROVIDED STUDS ARE END. OUTLOOKER A'BI W/ 3"x3"x.229" WASHER 4. 16" o.c. MAXIMUM. TO EXTEND TO let. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. TRUSS AND BACK 1/2" o 36" o.c. A52 NOT USED WI. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES NAILED w/ 2-lOd 1201 - 31TI-I N.W. AND SHEATHING NAILING STAGGERED FOR SW3, 5W4, SW5, SW6, 4 . / I I AUBURN, WA 98001 W/ 3"x3"x.229" WASHER 6. ALL. NAILS ARE TO BE COMMON WIRE. I YO DETAIL I L �� 1SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d le 12" o.c. OUTLOO�GR NAILING DETAIL PH: I-800-488-5036 A) NOTT ALE 1/2" 0 0 24 o.c. g, Sl-IEATHING NAILS ARE TO BE DRIVEN SO THAt tHEIR HEADS ARE FLUSH WITH tHE SURFACE (C) O SC AB3 W/ 3"x3"x.229" WASHER NOT USED OF THE SHEATHING. NOT TO SCALE 5/8" o • 16" o.c.A 1-3/4" x 9-1/2" B W/ 34 "x3"x.229" WASHER MICRO-LAM LVL EACH 5/8" x 12" 0 12" o.c. FOUNDATION NOTES: SIDE OF M/L SI-EARWALL PER PLAN (�/ � N A85 NAIL SHEATHING TO 1L W W/ (2) 2x6 P.T. SILL 1/2" o�IBOEtS +• MARRIAGE LINE DOUBLE STUDS w/ I.) FOR POSITIVE CONNECTION BETWEEN POST AND PAD 6•-0 0.0. 4 2-OI 0 O 1-' 5/8" x 12" • IS" O.C. " " FROM EACH END OF ad • 6 O.C. EACHI O DOUBLE STUDS w/ MST21 " STRAP AND 1©d NAILS.USE SIMPSON PB-44 FOR 4x8 a AND 4x4 s 3/4" SUBFLOOR STUD (TYP.) p I ABS W/ (2) 2x6 P.T. SILL USE SIMPSON "PB-Se FOR 6x6's 4 6x8's (OR EQUAL) BUILDING SEE PLAN FOR LOCATION Z I_ USE SIMPSON "ABU-88" FOR axe's (OR EQUAL) HANGER: •... .. .... .. ...�/ ///r // /// //// / .///` AND QUANTITY, J STRUCTURAL NOTES: MODIFIED SIMPSON IIL SIMP_ LU= 4I 'HPAHD22'. SEE PLAN - J 2x6 BOTTOM PLATE rf.1d Z m 2.) FOOTING AND POST LOCATIONS MAY BE WITHIN CR:, FOR LOCATION AND O E 0 FOUNDATIONQUANTITY, " �` i` •- j 2" OF ROOF POINT LOAD LOCATIONS. / 3/4 SUBFLOOR EXTEND FOUNDATION TO SOLID BEARING 1,500 pa \ / l \ (I) CONT. •4 - - - RIM JOIST O BEARING CAPACITY, I-6 MINIMUM BELOW FINISH GRADE. 3.) SITE CONTRACTOR TO VERIFY ALL DIMENSIONS ON SIMPSON A-34 EACH 2x6 SKID PLATE U 1- W FOUNDATION PLAN. 4x8 POST lY O e. CONCRETE SIDE OF POST CONCRETE TO HAVE A 28 DAY MINIMUM COMPRESSIVE 4.) FOUNDATION CONTRACTOR RESPONSIBLE FOR SEWER, X PROVIDE *4 DOWEL w/ U UL U LJ X !.� A'• U1 r SEE FOUNDATION PLAN - SIMPSON PB-44 POST HOOK AT FOOTING FOUNDATION WALL STRENGTH OF 3000 psi. WATER, POWER AND GAS LINE KNOCK-OUTS IN BASE OR EQUAL2x6 SILL PLATE FOR FOOTING SIZES ADJACENT TO EACH n M IL O FOUNDATION. SEWER CLEAN OUT IS REQ'D TO BE o^ LAP 11-1PAI-1022'. DOWEL TO 6 AND +�-a - u 30* BUILDING FELT " = W Z REINFORCING STEEL PLACED OUTSIDE AND WITHIN OF 5 ft. OF THE z -� HOOK TO EXTEND 12" N fa 0 ALL REINFORCEMENT SHALL CONFORM TO ASTM A6I5 GRADE 40. FOUNDATION WALL BY THE SITE CONTRACTOR. 6 MIL. BLACK VISQUEEN ALONG FOOTING LENGTH, 1- 45 = APPROX. GRADE � � Z O. _ VAPOR BARRIER ��// WOOD FRAMING 5,) FOUNDATION VENTING PER 2006 IRC �_ NOTES: !L q W SCHEDULE OF LUMBER GRADING (W,C.L.I,B. BOOK NO. IS) CRAWL SPACE = 1471 eq. ft. / / % i c sq. �� � ��\ �� ��%�� ��\\/ 1. NAIL DOUBLE STUDS TOGETHER WITH 2-ROWS lOd COMMON NAILS • 16" o.c. +-• 1] 0 O cy 1 KILN DRY (U.N.O.) 14T1 =150 • 9.8ft. \ \ 10 0 A.) HEM-FIR NO. 2 FOR HEADERS EXCEPT AS SHOWN. 10 eq. ft. OF SCREENED VENT. REQ D, \ /\�\�\�j 2. SIMPSON HPAHD22 HOEDOWNS ARE TO BE INSTALLED PER MANUFACTI TER e Z (Y B.) DOUGLAS FIR NO. 2 POSTS AND JOISTS. (VENTS TO BE SIZED AND LOCATED IN \ \ \ \- INSTRUCTIONS EXCEPT NAILED END IS TO BE FIELD CUT AND DCTEND WITHIN W E_-- '4 IL G,) HEM-FIR STUD GRADE FOR SCUDS, WALL PLATES, SILL PLATES FIELD 13Y FOUNDATION CONTRACTOR) ��jj/ �j �j �j \�j �j� 2-I/2" OF TOP OF RIM JOIST USING ALL REMAINING HOLES. MINIMUM OF 12-I6d J AND BRIDGING. .\ /\ X\ /\ /\ /\ \ X\ / COMMON WIRE NAILS REQ'D. ADD ADDITIONAL HOLES AS NEEDED. `` ^�. 0 D.) PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE. 6.) CRAWL SPACE ACCESS: SEE FOUNDATION PLAN 3. RELOCATE VENTS AS REQUIRED TO SPACE AT LEAST 12" FROM ANY HOLDOWN. �‘ v W j Y h DATE REVISION BY E.) ALL STRUCTURAL CONNECTORS TO BE MANUFACTURED BY SITE CONTRACTOR TO LOCATE AND PROVIDE FOR REBAR REQUIREMENTS 4f �� 9/14/01 ENG-DRAFT IL SIMPSON STRONG-TIE, CRAWL SPACE ACCESS PANEL TO MEET LOCALC ` F.) WHERE CONNECTORS ARE SECURED TO PRESSURE TREATED WOOD CODE AND SITE REQUIREMENTS. LOCATION FOUNDATION DETAIL I-IOLDOUJN DETAIL �c7 rilk. .z. O 10/11/01 C/O *7 TL (ACQ-C, ACQ-D, GSA-A, CA-5 AND NON-DOT BORATES) SIMPSON TO BE DETERMINED SO AS NOT TO ALIGN w/ E 11, r, �" 0 ., 010/26/01 C/o *7 IL Z-MAX (GI85) COATED OR STAINLESS STEEL CONNECTORS HOEDOWNS, DOORWAYS, DECKS, AND ETC... ID NOT TO SCALE NOT TO SCALE ARE REQUIRED. ���CCC -i. 10/31/01 C/O *7 TL 27259 1.) FOUNDATION TO BE AS PER THE REQUIREMENTS 11/06/01 C/O "7 TL r�,�. OF THE LOCAL JURISDICTION. EWC' 11/15/07 c/o "7 IL 1�ZiTAI` 11/29/O1 C/O +7 TL T4/10/I1 FOUN REV. IL t t lt .'�'-0'I 4'-O" 4/30/1l ENG-DRAFT IL 16d • 6" o.c. FROM PLATE TO RIM AND SKID TO RIM AT SIM. \ 36" DV GAS FIREPLACE / 4,-O,I I _ PERMIT REVIEW EXTERIOR WALL ► MICRO-LAM LVL O O t-"-- cil cal -� N SHEATHING/SIDING PER ELEV. _ 3/4" TIG PLYWOOD / 3,�n \ BLDG. PERMIT 0 cfl 2x10 DFLn FLOOR - \ `� _ Style LESCHI 4 "Z" FLASHING \ \ I, \ 4OFJOISTS Ws: o.c, (TYP,) / 3'-r✓- 3/S" = FeetE (PARAI •1 TO RIM • SIM.) \ /' ELEC. FIREPLACE Sq. 3120 L 0 _ in 0 1/2" SPAN RATED SKIRTBOARD ` 2x6 SKID PLATE O // No. Bdrm, THREE III w/ Sd • 4" o.c. INTO , / _ MICRO-LAM LVL AND SILL PLATE / 1x6 FILLER - 9 I _ _ / Drawn By TL ,� FULL \ _ _ _ 1 0 (/ Q O APPROX. GRADE z 2x6 P.T. SILL PLATE _ LITE Date 8/21/01 -I co F = Q 2'-10 l/S" `'l 11n \ in m m \ SEE FOUNDATION PLAN = W \` \` \` \`\ 00 FOR ANCHOR BOLT O \\ �� \ Scale NO SCALE cT) � /\j/� g„ -f SIZE AND SPACING \ 1 1/2� 3'-C�" / / 1 1/2" DESIGN NO. 2-CONT. *4 BARS \/\\\//. //, / * • • \ _ \\o�. 16" / VERTU• CtOF WALL \ \ \. \ -� COVERED. P01�C Q \, Do o •0 0 ® W/ 6" HOOK • FTC, \ FLOOR FIREPLACE 6149 _ EPL cE ELEV. 4" a PERF. \ \ O o 0 0 DRAIN TILE w/ s/� �� •/ GRAVEL FILL. /�// / �//�'/� \ \\ " 6 MIL BLACK VISQUEEN 21-4 1/8" / 21-6" / rJ'1-O�� / n u • NOT TTO SCALE JOB NO. (IF REQ'D) \�/ VAPOR BARRIER I'-8" // 3'-1" // / jl"_IO 1/Q--� 3'-3 i/2 / 1.10 V /\,\\\,\\\,\\\,\\\N \ 2-CONT. *4 BARS 31 3" FRONT DR/WIN, DIMENSION 2512 FOUNDATION DETAIL NOT TO SCALE H TRAP WINDOW DIMENSION GREATRM FIREPLAC YNOT TO SCALE ED NOT TO SCALE SWEET NO. NOT TO SCALE ENGINEER'S SEAL FOR STRUCTURAL ONLY6 NOTES: 1. TIMBERLAND HOMES IS NOT RESPONSIBLE FOR ANY MATERIALS BELOW SKID PLATE Si UNLESS OTHERWISE NOTED. r 2. SPECIFICATIONS AND MATERIALS SHOWN ARE MINIMUM REQUIREMENTS AND MAY BE SUBSTITUTED FOR EQUAL OR Bt=i 1 EK MATERIALS. 4 i,,, INSULATION BAFFLE. NAIL TO INSIDE ROOFING:/ B FELT LAMINATED SHINGLESJIL EDGE OF UPPER RAFTER. ROOFING: METAL _ la(3) 2x8 HF•2 Xp li 2x6 STUDS • 16" O.C. FREEZE VENT OR 2x4 BLOCKING CONT. HEADER Q a TOTAL VENTILATION TO BE I/300th 0 1/2" CDX PLYWOOD SHEAVING (32/16) OF ATTIC AREA W/50% OF VENTS W/ Sd COl II fON NAILS • 6 O.C. • PANEL - TO BE AT EAVES. OR ATTIC VENTILATION 6" 2x6 HF•2 TOP PLATE O O a 2x6 BOTTOM PLATE • MUST EQUAL 1/150th OF ATTIC AREA. EDGES t 12 O.G. • INTERMEDIATE. \� 2x6 SKID PLATE (TYP.) p4 w INSTALL VENTS TO PROVIDE CROSS VENT. R-38 H.D. BATT INSULATION Ir—T 1� NOT : 50% OF EAVE VENTS TO BE \ \ 3/8" CDX PLYWOOD GLUED t 0 cm 0 SHEARWALL PER % ! I 3'-O BELOW THE OTHER 50% NAILED W/ 15 GA. STAPLES 4 fa 0 PLAN u��►= z�� • 6" O.G. ON EDGE 4 8" O.G. m 0 J 2x10 BLOCK _ .I II 2x6 FASCIA W/ l2� • INTERMEDIATE a U 3 BETWEEN BEAMS 4.1 0 16d NAILS PER TRUSS 'I ' 11 d - - - ` 1: ,OM I d O z a 6x10 BEAM III ill cn ROOF BEARING COLUMN PER 0 U x 0 1-3/4"x 9-I/2" MICROLLAM LVL II m Z 4 • - ____- _ 9 PLAN. ATTACH M/L GIRDER Q ; Q S TO COLUMN AND COLUMN d PA RATED SKIRTBOARD y_ = T ----- ___ - _ • TRUSS ID� I/2" A SIMPSON "WI" OR EQUAL —ROOF RAFTER. T - CONT. JOIST 1 �_ TO M/L RIM W/ SIMPSON LSTA9. Q 2 Q p w/ Sd • 4" o.c. MICROLLAM 2x6 TEMP. CEILING EVERY OTHER TRUSS III • 24" O.C. (TYP.) —_ I'' 16" `r — — — — -1 2x6 STUDS • O.C. a� w a • .006 VISQUEEN / FOR MARRIAGE WALL ATTACH GIRDER TRUSS ATTACH 2x6 LEDGER TO APOR BARRIER OR H TOP CHORDS WI Ellill SIMP LU24 CONT. HEADER W/ 3/8„ + BOLTS VAPOR BARRIER PAINT 1 2 1 2x6 DFL BTM PLATE •8 x 4" WOOD SCREWS HANGER W/ WASHERS • 24" O.C. 2x6 STUDS • 16" O.C. E a • 36" O.C. SIDING PER PLAN 10 il 1 2xIO DFL•2 FLOOR 2x6 LEDGER SHEAR WALL SUMMARY: o JOISTS • 16" O.C. 1/2" PAPA RATED SHEATHING, 5/8" T1-11, OR GYPSUM WALL BOARD: 1- 1- }a MANUFACTURED TRUSSES (3) 2x8 HF•2 1/16' LP SMART PANEL SIDING BLOCKED � ap �o EILINGbd G.W.S. NAILS • `=' • 24" O.C. (TYP.) CONT. HEADER WI NAILING PER SCHEDULE ON SHEET •X. lg, 1" O.C. EDGES t ----/ O ALL EXTERIOR WALLS: M INTERMEDIATE 'n e3 m GIRDER TRUSS PER PLAN NAIL SPACING • INTERMEDIATE SUPPORTS WALLS: G.W.B. NAILS • M TO BE 12" O.C. INSTALL TYVEK OUSEWRAP 1/2 GYP ,C. EDGES 4 aJ z o H OR CAULK AND SEAL ALL EXTERIOR JOINTk_ INTERMEDIATE AND SEAMS PER 2006 IRC SEC. R1O3. . :• iE DETAIL gw- \ /I NOT TO SCALE 1201 - 37TN N.W. R-21 WALL INSULATION -�w., / AUBURN, WA 98001 t•+ 3/4" SUBFLOOR. GLUED 4 PH: 1-800-488-5036 �" NAILED W/Sd RING 2x6 BOTTOM PLATE -, SH• 4'+O C.OEOLE AND 6" O.C. INTERMEDIATE. (._ \ M/L SECTION .- -' \ \ NOT TO SCALE A.--2x10 DFL*2 FLOOR JOISTS—../ • It" O.C. (TYP.) ( ( nnn9 )VVVVV( V(U \ \ \ NOTE: FLOOR INSULATION IS FIELD Z APPLIED, DEPT. OF LABOR 4 INDUSTRY o " APPROVED 4 INSPECTED BY LOCAL a m � � --I W JURISDICTION. 8 O 13 R-30 INSULATION o a s O * O 6 z Q = J3 -I w w FREEZE VENT OR 2x4 BLOCKING > fa 4 E U Tip SCTIOI�I _ Qill i u_ 0_ TOTAL VENTILATION TO BE 1/300th 'n C'i^) CA) OF ATTIC AREA W/50% OF VENTS V! V! U 0 NOT TO SCALE TO BE AT EAVES. OR ATTIC VENTILATION 3 al O Q MUST EQUAL 1/150th OF ATTIC AREA. --I INSTALL VENTS TO PROVIDE CROSS VENTILATION. TOP CHORD OF TRUSSZ (Y O 2x6 BLOCKS NOTE: 50% OF EAVE VENTS TO BE Ir& 0 1 111 — X !�. 0 Q 31-0" BELOW THE OTHER 50% W 2x2 W/W SPACER illiitkil � � O2x2 W/W SPACER INSULATION BAFFLE. NAIL TO INSIDE BOTTOM CHORD OF TRUSS III n = W U • 24" O.C. EDGE OF UPPER TRUSS CHORD. RIPI _ �� ~ Z LU la O (LINE UP W/ TRUSSES) �� C3) 2x8 HF•2w/(2) I/2 N ~O NNOTE: VENTILATION IS GLUED PLYWOOD FILLERS • ROOF JACK. MOUNT AS 2x12 W/W FASCIA I „ 1 z O 0 MANUFACTURED TRUSSES (CONTINUOUS HEADER) _1 fy CLOSE TO RIDGE LINE ON — r 14'-10° BACK OF HOUSE AS POSSIBLE. GAP FOR AIR -7 / Ili • 24" O.C. ITYP.) ■ (TYPICAL U.N,O.) n B it B = IL FLOW lonaiir �-+ Q IXii `I 12 I_I_2 - N Q O \ 1 �— \ \ \ 2x10 BLOCKS ► n.� rAWAIL W a 4 IL 4 (3) 2x8 H ►F•2 '- NOT TO SCALE DATE REVISION BY ® 0 \ CONT. HEADER R-38 INSULATION D — 9/14/01 ENG-DRAFT IL 1 .4 _, SHEARWALL PER MANUFACTURED TRUSSES 0 - 'n PLAN • 24" O.C. (TYP) Co s V\iN (SEE ENG. DWGS) 0 ILc'' i 10/26/01 C/O •? TL DETAIL s.4v w) 44fr 10/31/01 C/O *7 TL / �� (5) 6x10 BEAM �Y NOT TO SCALE C ` 11/06/01 C/O *7 TL R 38 INSULATION q::)) =� I ,111\ I \ \ �� 11/15/01 C/O *7 TL Eli 12 — 12 11/29/01 C/O *7 TL 2.125 0 ---------- � 2.125 Q d, 4/10/11 FOUN REV. TL _ in p%40/Srete,le 272 2X6 TEMP. CEILING - /30/11 ENG-DRAFT TL ������tIt��t���gt _ ap JOIST • 24" O.C. ea ',' •�����••���•����• I— FREEZE VENT OR 2x4 BLOCKING. ONAL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMII- PI ►',, \ 'co TOTAL VENTILATION TO BE I/300th ' (L) 2x8 PLYWOODL W/(2 1/2" I - — OF ATTIC AREA W/509% OF VENTS GLUED FILLERS — 2x4 TOP PLATE (CONTINUOUS HEADER) TO BE AT EAVES (OR) ATTIC VENTILATION ENGINEER'S SEAL FOR (TYPICAL U.N.O.) lo MUST EQUAL 1/150th OF ATTIC AREA- STRUCTURAL ONLY PERMIT REVIEW d INSTALL VENTS TO PROVIDE CROSS VENTILATION- 9 I- NOTE: 50% OF EAVE VENTS TO BE BLDG. PERMIT n O 7 3'-0" BELOW THE OTHER 50% Style LESCNI 2x4 (INTERIOR) STUDS 2x6 WALL 2x6 WALL dl :DC l, Feet 3120 il • I6" O.C. m-03 le 2x6 FASCIA W/ (2) 2x12 RAFTERo. Bdrm. THREE16d NAILS PER TRUSS rawn By TL 2x8 BLOCKS • o �� 141.011R-38 H,D. INSULATION Date 8/21/O-12X4 BTM PLATEEVERYBAY " e,.-2x10 DFL•2 FLOOR - 2x10 JOIST 11ip LUS24 HANGER Scale NO SCALE • 16" O.G. (TYP.) 2x10 FLR JOIST FLR (3) 2x8 HF•2 W/O.) V2" --{ I ,''i'"� il \ = GLUED PLYWOOD W/W FILLERS (3) 2x8 HF"2 w/(2) 1/2" GLUED PLYWOOD DESIGN NO. NOTE: FLOOR INSULATION IS FIELD (CONTINUOUS HEADEZ) APPLIED, DEPT. OF LABOR 4 INDUSTRY 2x 2 RAFTERS FILLERS (CONTINUOUS HEADER) -)( (TYPICAL U.N.OJ ' • 24" O.G. JURISDICTION. INSPECTED BY LOCAL (TYPICAL U.N.O,) R-30 INSULATION SHEARWALL PER PLAN — SIMPSON "HY OR E�JAL Q I EVERY OTHER RAFTER �0�49 I 2x6 HF•2 STUD • D 16" O.C. (� 2x6 TOP PLATE 6 U JOB NO. 1-_ CROSS SECTIONDETAIL 25'12 NOT TO SCALE (/ 'S) NOT TO SCALE - DET44 IL SHEET NO. 0 NOf TO SCALE HOUSE DECK r::) / lx5 MDF HEAD lx5 MDF HEAD TRIM w/ 1" EXTENSION4_,.i.0 4 TRIM w/ I" EXTENSION RIM JOIST: I-3/4" x 9-1/2" RIM JOIST: SYM. I AB'T' /11111111.11.1.11C444 (i) MICRO-LAM LVL P.T. 2x10 HF*2 _ Imo-MARRIAGE LINE • 1:24 (EXTERIOR OR MARRIAGE LINE) F� I ■■■ w RAILING PER CODE (2) P.T. 2x10 HF*2 1 I RIM JOIST w/ 1/4" P.T. ■■■ W O 1 r 1 r 1I Ir 1 r 1 r 1 \ PLYWOOD FILLER I INT. DR. PO 6'-0" SPLICE FILLER: DECKING MATERIAL PER COD ■■■ x / (2) P.T. 2xIO HF*2 P.T. I/4" PLYWOOD RIM JOIST w/ 1/4" P.T. Ix4 MDF -•— lx4 MDF " M� SIDE t BTM. TRIM SIDE TRIM 1/2 SHEETROCK p PLYWOOD FILLER (BUTT CUT) 0JOIST: 5" BASE (FLAT)P.T. 2x10 HF*2 i ►_� IF 91 Ir 11 P.T. 2x10 HF*2 JOISTS a 12" o.c. DECKII w/ LUS28 HANGER II E11.1.111 FLOOR JOIST: II P.T. 2x10 14F*2 a 12" o.c. w/II LUS28 HANGER II P.T. 2x6 SKID PLATE P.T. 2x6 SKID PLATE 3/4" SUBFLOOR IL 41 FLOOR JOIST: (BELOW WALL) (2) P.T. 2x10 1-1F*2 w/ LUS28-2 HANGER INTERIOR 3,45E 50ARD DETAIL 1201 - 31TH N.W. FLOOR JOIST: INT. WIN, 4 DR TRIM DETAILS AUBURN, WA 98001 2x10 DFL*2 • 16" o.c. w/ C NOT TO SCALE PH: I-800-488-5036 LUS28 HANGER DECK FRAMING DETAIL NOT TO SCALE NOT TO SCALE DECK FRAMING DETAIL (PLAN) (A) NOT TO SCALE 2x6 HF*2 STUDS w f-- • 16" O.G. it O E OI- 2X6 BTM PLATE u'- / 3'-9" MIN. / SYM. AB'T / , 1- CI Z I- 1 / 3'-9" MIN. M. AB'T CONTINUOUS HEADER (EXCEPT AT SIM.) I-3/4"X9-1/2" r.. 0 --IW (PER PLAN) MICROLLAM LVL �l/ 0 ` 0 al U 5 S (3) 2x10 DFL*2 W /' 11 ONTINUOUS HEADERS I (EXCEPT AT SIM.) - - 2X6 SKID PLATE , -II 0 CO U O (PER PLAN) - / / ,� M/L p \ \ (3) 2x12 DF*2 (3) 2x8 NF*2 - - r� / FI (2) 2x4 STUD • MST21 I Z i- 0 S CONT. HEADER ' `'� �� 3) 2x8 HF*2 a I STRAP (LOCATION PER PLAN) Q �� 1 Irrr(2) F SWEARWALL 16d • 5" o c XO(3) 2x12 DF*2 _ _ - - - PER PLAN O I 1 8d • 3" O.G. SHEARWALL 3/4 SUBFLOORILI SIMP15122 ROWSEDGE NAILING 2x10 HF*2 • 16" o.c. D sp. I I " !— I STRAPS EACH FACE , ,l ,. .. ,. N.il .. O N ROWS O.C. G I (4 TOTAL) i ` kl Z I I I STRAP TIE: SIMPSON MST21 1 I DOUBLE JOIST Z z E 1 X I W/ 16d NAILS EACH SIDE 2-PLY I o25k ► 1/2" APA RATED SKIRTBOARD 1 BELOW SHEARWALL ( 3 w Q OF THE WALL (4 TOTAL) w/ 8d a 4" o.c. INTO '4 .4 (L t I I I SCRAP TIE: SIMPSON MST21 F T I DRAG TRUSS 1 SIMP. A35 4 LTP4 (� 0 F (MAY BE APPLIED OVER SHEATHING) (3) 2x10 (TOP MOD) AND I �� �.io fit I I I t UV 16d NAILS WALL (4A TOTAL) Q I 1 (3) 2xs (BIM MOD) = g = - *rrilil • IS O.G. cO 0 O I p I (2) SIMP LS50 N 1 0 (MAY BE APPLIED OVER SHEATHING) a+ I FROM CONT. HEADER (SITE APPLIED) �� Z t0 5-1/S X-1-1/2 • 2x6 SKID PLATE _ GLB (I EACH FACE) I LOM A IOP ER �� lx6 FILLER 4 ft II PLAN H :' co 1 1 1/16N SPAN RATED no.c.SHEATHING -F -I- 24/0 MIN.w RATED a SHEATHING 2x6 P.T. SILL PLATE -I- + 24/0 MIN. w/ Sol • 4"o.c. I 2 ROWS • ALL SHEATHING I 2 ROWS a ALL SHEATHING 16 _ - _ - A EDGES PLUS NAILING SHOWN. I EDGES PLUS NAILING SHOWN. ANCHOR BOLT PER PLAN DATE REVISION BY I ALL EDGES BLOCKED. ALL EDGES BLOCKED. 5-1/8"X1-1/2" �i 8" CONC. WALL GU!, 24F-VS 9/14/01 ENG-DRAFT TL STRAP TIE: SIMPSON MST21 in{ STRAP TIE: SIMPSON M5T21 --+ I !• R 10/11/01 C/O •7 IL WI I6d NAILS (2 TYP.) I W/ I6d NAILS (2 TYP.) I \ -11 SIMP. A23 CLIPS • ` (2) 3/8"x10" LAGS t I I /l /� /� 10/26/O t C/O rt TL -1-L 2x6 BOTTOM PLATE �_ 2x6 BOTTOM PLATE (1 EACH FACE (MAY BE INSTALLED INTERIOR IOR ST'T r'�RW 4LL DETAIL �— OF DRAG STRUT) 10/31/01 C/O •7 IL RIM JOIST 4" / )' i 4" RIM JOIST MODULE B-CDIAGONALLY AT (14) NOT TO SCALE 11/06/01 C/O *7 IL HOLDOWN: MODIFIED 4 / 4 HOEDOWN: MODIFIED (3) 2x8 HF*2 HPAHD22 W/ 16d NAILS 1 - 2x6 SKID PLATE HPAHD22 W/ I6d NAILS - 2x6 SKID PLATE CONT. HEADER CONNECTION) 11/15/01 C/O *7 IL (PRE BORE NAIL HOLES) I n/29/o1 C/o •7 TL (PRE BORE NAIL HOLES) '3;' (2 TYP.) 11/29/Z FAUN 2x6 P.T. SILL PLATE REV. IL (2 TYP.) II II �\ I II �\ ANCHOR BOLT 1I II 2xb P.T.t SILL PLATE ANCHOR BOLT II II S PER PLAN 'W\�/\�, � PER PLAN "W\\�/\\�, 4/30/Il ENG-DRAFT TL . 11 CONCRETE FOUNDATION WALL - - CONCRETE FOUNDATION WALL DETAIL CONTINUOUS FOOTING w/ CONTINUOUS FOOTING p (----- Bd • 6" O.G. PROVIDE I - *4 �o L I)p PROVIDE 1 - *4 A L U NOT TO SCALE 6. 6" PERMIT REVIEW DOWEL AT EACH HOEDOWN DOWEL AT EACH HOEDOWN ---�� A A BLDG. PERMIT DRAG TRUSS w/ LATERAL RESTRAINT PANEL LATERAL RESTRAINT PANEL 5042* WORiZ. LOAD(WIND) II Style LESC1-1I (F) S NOT TO SCALE NOT TO SCALE q' Feet 3120 ANGLE IA36' II No.• 36" 0.c. Bdrm. THREE __"' Drawn By TL NOTE ANGLES MAY BE ►ji/ OMITTED IF SNEARWALL Date 8/2�/O� SHEATHING EXTENDS TO II SHEARWALL AND IS NAILED TO TRUSS TOP CHORD WITH SHEARWALL 'gill EDGE NAILING Scale NO SCALE EDGE SHEARWALL PER PLAN DESIGN NO. 1 'I 6149 - . 4. i _ JOB NO. I DRAG TRUSS TO SDI RWALL CONK. ', 27259 t",oT TO SCALE 25 12 '''•NAL -''. SHEET NO. 'S SEAL FCR �/j STRUCTURAL ONLY �/ ROOFING: LAMINATED SI-ANGLES A WI DBL. FELT ROOF _ Zo4 ROOFING: METAL SYM. AB IT MANUFACTURED TRUSSES I/2" CDX PLYWOOD SI.IEATW-LING (32/16) • 24" O.C. (TYP.) 1 IIIIIMMII)-4 CA W/ 8d COMMON NAILS * 6" O.C. * PANEL (SEE ENG. DRAWINGS) EDGES t 12" O.C. • INTERMEDIATE. • ■ / 36" MIN. .f' • w R-38 I-I.D. BATT INSULATION P4 CONTINUOUS HEADER (PER PLAN) IT] O FREEZE VENT OR 2x4 BLOCKING — TOTAL VENTILATION TO BE 1/300th = Z OF ATTIC AREA W/50% OF VENTS TO BE AT EAVES. OR ATTIC VENTILATION ` 5-1/2"x12" GLB ,--� MUST EQUAL 1/150th OF ATTIC AREA. 24F-V4 �I.� INSTALL VENTS TO PROVIDE CROSS VENTILATION. ——n T R——/ ' • '� AI NOTE: 50% OF EAVE VENTS TO BE ��1�1I1�1O� 3'-0" BELOW THE OTHER 50� II ''.1 I 1 ad 0 3" O.C. 2 ROWS NE 2x6 FASCIA E/ (2) - - 2x6 STUDS • 16" O.C. I I 16d T NAILS PER TRUSS (2) 2x6 TOP PLATE I I STRAP TIE. SIMPSON MST21 SIMPSON "WI" OR EQUAL . SIDING PER PLAN I I I W/ (16d) 8 GA. x 2-1/2" NAILS EVERY OTHER TRUSS (4) 2x6 HF*2 I I I (MAY BE APPLIED OVER SHEATHING.) STUDS I I 1 U _ _ ALL EXTERIOR WALLS: , ' ' v ' 1/16" SPAN RATED SHEATHING 1201 - 3'1TH N.W. NAIL SPACING • INTERMEDIATE SUPPORTS I I I 24/0 MIN. w/ 8d * 3 o.c. AUBURN, WA S8O01 t1 TO BE 12" O.C. INSTALL TYVEK I4OUSEWRAP I I I I 2 ROWS a. ALL SHEATHING � PH: I-800-488- 036 OR CAULK AND SEAL ALL EXTERIOR JOINTS I III EDGES PLUS NAILING SHOWN. AND SEAMS PER 2015 IRC SEC. R103. I I ALL EDGES BLOCKED. \ X R-21 WALL INSULATION I III - HOEDOWN PER PLAN 2x6 BOTTOM PLATE —Ir -TII n�' _1 0 °o II II V 4 11 1 2 8AS iSHOWN wG 3'x A.S.x3/16" 0 = o 2x10 F.J. IS THICK PLATE WASHERS— s IXw° %NC221Y , r 4 s ¶ - CONCRETE FOUNDATION WALL F- _ - w/ CONTINUOUS FOOTING > „n 0 F U & PROVIDE I 4 118O1IIEL V! 6 N (0 U p = FROM FOOTING INTO WALL AT til EACH HOLDOWN —t Z O i- O cfl U f— a_ o fi I I" TREAD O _ p _ C LATERAL RESTRAINT PANEL _1 � W z O _ — _ O — -L-- Not t0 SCALE Z (Q p _l ' 3/4" RISER to .• (3) 2x12 STRINGERS Z O F .. 2x4 STUDS s 16" O.C.—�' •4 10" O.G. W. d J hi — *4 * 10" O.C. *4 •* 10" O.C. HORIZONTAL (� 1i _ 0- '•4.• HORIZONTAL HORIZONTAL 1--t Q d) • • R-21 WALL INSULATION ' ZJ:' *4 * 16" O.C. *4 * 16" O.C. LX �*4 * 16" O.G. N Z O di = Z ►- 40 !�VERT. W/ 6" VERT. W/ 6" a .� e ' YERt. WI 6" 111 4 HOOK AT FIG. H00K AT FT'G. . & HOOK AT FIG. • �� 4" CONC. SLAB w 3'-4" a. a� \ — —%" / 1 11 DATE REVISION BY \ - • CONTINUOUS HEADER 9/14/01 ENG-DRAFT TL *4 (3) •4 CONT. (3) *4 CONT. 10/I1/01 CIOi TL (3) CONT. I 9�� 12" I, / 1, 12" / 9° I, it, `" 12" ,, I 5-I/2"x12" GLIB10/26/01 C/O •t TL ,}� I 24F-V4 10/31/01 C/O •? TL CROSS SECTION I- r / C/O *7 TL SECTIONCO5II 11 it/15/0115/OZ C/O 41 TL A NTS NTS I Sd I 2 ROWS* 4" O.C.TI, 11/25/01 C/O *7 TL 4/10/I1 FOUN REV, TL 4/30/11 ENG-DRAFT TL STRAP TIE. SIMPSON 1"ST21 I I W/ (I6d) S GA. x 2-1/2" NAILS (MAY BE APPLIED OVER SHEATHING) p ( I (BOTH FACES) IJ -O PERMIT REVIEW 1 i U �' �/16" APA RATED (BOTH FACES) BLDG. PERMIT SHEATHING 24/0 MIN. w/ Sd * 4" o.c. I 2 ROWS * ALL SHEATHING Style LESCHI EDGES PLUS NAILING SHOWN. ALL EDGES BLOCKED. Sq. Feet 3120 HOEDOWN: No. Bdrm. THREE - u —— —— LJ - SIMPSON STI-ID14 - —T---Tr--1— - Drawn By TL II II II It Ii II 5/8" dia. x 12" LG. A.B. — II II II (3) AS SHOWN w/ 3 x3 x3/16 Date 8/21/07 IJ lir di L6 t5 THICK PLATE WASHERS •Ill Scale NO SCALE Ty - 4t4t.44t, -ill] - CONCRETE FOUNDATION WALL �Q �, w/ CONTINUOU FOOTING DESIGN NO. (� PROVIDE I *4 I8 C+OWEL 061. ��49 ,! Oft °r FROM FOOTING INTO WALL AT At 4. EACH HOEDOWN itt , JOB NO. I V LATERAL RESTRAINT PANEL DNOT TO SCALE 2512 ENGINEER'S SEAL FOR SHEET NO. 8TRUC1IRAL ONLY e SEE DETAIL C/1O FOR JOISTS % rillil:) PARALLEL TO 2x6 EXTERIOR WALL CONC. WALL. 1/2" APA RATED SHEATHING BLOCK THE FIRST (2) JOIST IZ01 BAYS AND NAIL w/ IOd • I 4" o.c. AT BLOCKS AND JOISTS SIDING PER ELEVATION H - 3/4" T4G SUBFLOOR (2x10 BLOCKS • I6 exc.) 2x6 EXTERIOR WALL - • "SIDING PER ELEVATION �1 SIMP. GUM 5.50-SOS (Null") 5/8�" MN" M IN. i:11 VI LAG SCREW 2x10 FLOOR JOISTS 3/4' T4G SUBFLOOR W/ PENETRATION • 16" O.G. SIMPSON A23 EACH SIMPSON A23 EACH BLOCK ., „ ,. ., , ,� ` JOIST 2x10 FLOOR JOISTS i IN GLS (5) SIMP. LTP5 �' • le" O.C. �i���i�i�vi►C' w W 8d x 1-1/2" NAILS 1/2" SPAN RATED SHEATHING DBL. END JOISTrz4i( EACH FACE .� II IEMPirtli I/2 SPAN RATED SHEATHING14 0 :0 w/ 8d * 3 c.c. INTO�� " •1 RIM JOIST AND SILL PLATE ` w/ Sd * 3" o.c. INTO 5-1/2"x15" GLIB lx FILLER ' - \ I IIC I/2 II/2 Z' / 24F-V4 r \ �1_ 2x6 SKID PLATE A .�"/ RIM :T4NrLL PLATE PO Ili IIPt. 2x6 MUDSILL C�n ��`• 2x6 S PLATE - _ A. ' =II= 2x6 P.t. SILL PLATE ►i� lx6 FILLER `t 4p =di_ p. SEE DETAIL B/10 I CONC. WALL ^ II = . • • ANCHOR BOLL 0. °R'�\�/\�//�//�/�// /\\ FOR ALL OTHER L 2x6 P.T. SILL PLATE PER PLAN lk, .7 (3) 4 TIES TOP 6 <'►� \ PER PLAN `o //�//�//�//�//�///\ SDETAILS AND PECIFICATION mmill G s L\ 7• •'II° • •= . 1, \\/�\/\\/\\/\\/\ 1 ° SIMP. HTt5 w/ (8) SIMP. °, 16" p \\\ CAPILLARY 1 II tITEN 3/le"xl-I/2" SCREWS �, .c A'�\ 1,II° a ' �/ SILL SEALER A`,° ` .)° ,, iI A— O - \) �J \/� FREE DRAINING MATERIAL L O _ \/ ADJACENT TO WALL FULL > IEIC 4T CONG. WALL w/ n = = o \/\ JOISTS PARALLEL TO CONG. WALL a O v -`�.l . [ 1-1/2" • // / *4 BARS ID 10" O.C. 0 1201 - 3�1'H N.W. - ' �/� (HORIZONTAL) NOT TO SCALE +� i • p - / / AUBURN, WA 98001 ' • CONC. SLAB II A ° v - e //�, N • • m ° ' ,° ` ? • I- / / *4 BARS 10" O.G. PI-I: I-800-488-5036 II` 12" (p \ (VERTICAL) • Q OF WALL ° ° ° ° v ✓ X a • ^/ w/ b' ALTERNATE HOOK 1 _ EXPANSION JOINT ' '°• -.a. az \ ,' „' ^- 1' `' 1 _` - - - - - s — — e= _-. _ -� 1 24" a /�/ AT FOOTING 0 \/\ . ,i � - • [ L' `-j c J „ ° ' 1 4 �°�v C. G v L. 11 ° L r a ~ BITUMINOUS COATING •• 2 - -/ ;r, A- , v ° •- -` J•A - •"� a 4� r�� EJ-� - • V BELOW GRADE --1 \ \ ' 0 E (3) *5 TOP 4 BTM. 6" HOOK 24" (R-1O) CONT. / / • FOOTING40 0 _ O RIGID INSULATION ° \/\ Ll = .006 VISQUEEN //\/ IY (21 VAPOR BARRIER / / r LU Z Ill al pT>�IL. o \/� 4 PERF. DRAIN \� ,w,nn p E U i - - /�% TILE W/GRAVEL FILL l 0 >� NOT TO SCALE ' •': •- - :� - - \ //� (IF REQUIRED) ,,n 1►11IIIIIIItb1/11/11vT/11 a • V, Ili 21U O ic,10.07,6:61 g: /—�l . ft IX O 2" SAND BASE _ 11 �� v oo ill 4 NOTE: X OC Q. 4" CRUSHED ROCK ALL MATERIAL BELOW 2x6 ill n 1 (1 U BASE SICK IMAM AND ALL _1 111 I Ili , (2)-CONY. *4 BARS INSULATED WALL MATERIAL . ~ in O BY..OWNER. 512 +— N MARRIAGE LINE Ul a a Q one 3/4" T4G SUBFLOOR FULL 1-IEIGI-IT C TE WALL wI uj i 0 f e �• DOUBLE JOIST JOISTS f �� N r�1VViL>�R TO CONC. WALL. W a (L BELOW SHEARWALLJ NOT TO SCALE `� 111(10 SIMP. A� E LTP4 DATE REVISION Bl'iti_.. * 18 O.G. iiir.Is PER PLAN IL 2x6 SKID PLATE Z S 10/I'f/Ol 9/14/01 ENO-DRAFT ILiri 2x6 P.T. SILL PLATE CONTINUOUS HEADER tx6 FILLER � 10/26/o-t C/O *7 IL M ANCHOR BOLT PER CAPILLARY SYM ABY PLAN SILL SEALER 5-I/2"x12" GLB 0/31/01 C/O IL \� \, \, \� \�� \\,�• 24F-V4 1 c/o in TL SHEARWALL PER PLAN 11/5/01 :;: : TL to /\\/\ /\\/\\/ I I 11/29/01 C/O 407 TL ■ 4/10/11 FOUN REV. IL F- I I 8d • 3 O.C. do 0 II I I 2 ROWS II � 8 GONG. UJALL 4/30/I1 ENG-DRAFT TL OI I c STRAP TIE. SIMPSON MST21 DOUBLE STUD w/ ti_a _ I 1 W/ (led) 8 GA. x 2-1/2" NAILS MST2'1 STRAP APPLIED E - *4 BARS • 9" 0.C- I I (MAY BE APPLIED OVER SHEATHING) FROM WALL STUD TO (NORIZONtAL) I I RIM JOIST. LOCATION AND1 ' n QUANTITY PER PLAN. PERMIT REVIEW m 0 Ij' BLDG. PERMIT ,Q ea = *4 BARS • 12" O.G. '-1 (i) "- 1/16" APA RATED SHEATHING - Style LESCNI (VERTICAL) 24/0 MIN. w/ 8d • 3" o.c. 0 I 2 ROWS * ALL SHEATHINGIX o EDGES PLUS NAILING SHOWN. 4Sq, Feet 3120 it ALL EDGES BLOCKED. 0II II i O - BITUMINOUS COATING I O BELOW GRADE I No. Bdrm. THREE - HOEDOWN: - —II- � SIMPSON STHp14 1 — Drawn By TL —� �I � Date S/21/O1 II HEADER PIN PLAN ALL MATERIAL BELOW 2xb I{� II 5/8" dla, x 12' LG. A.B. ,006 VISQUEEN SKID PLATE AND ALL I� II l2) AS SHOWN w/ 3"x3"x3/16' Scale NO SCALE VAPOR BARRIER INSULATED WALL MATERIAL 'l,l��� THICK PLATE WASHERS BY-OWNER _ T I�I(�= s II -_ __ , 3. 1 DESIGN NO. -III - -c -CONCRETE FOUNDATION WALL Slue APPLIED 1181121 �� w ��/1 lr r►11/ (i/i�) j ��� n w/ GONtINJOI FOOTINGQ tey:0oo : ® ® e 11 PROVIDE I - M4 18' STi�'To MOD FROM OM RM.I JIbT �� c Q. 6149 „ o°�°'• 6" 3 �- ,p�DJAGENT TO EAC 1 t (7 ' .I 0 2 SAND BASE " �[ / *4 • 12" O. FROM FOOTING INTO WALL AT i )ULAR STRAP / 0 4" CRUSHED ROCK 24 -- -$ .�' 4 / EACH HOLDOUN , , / JOB NO. BASE 3.-0" / 74 27259 (4)-CONY. *4 BARS (1 IL lifOisTisVcr 2�✓12 LATERALLATERAL RESTRAINT PNELSTSTRAP D�T�4 I©NAL V \(-- FULL I -IEIGI-IT CONCRETE WALL NOT TO SCALE NOT TO SCALE NOT TO SCALE OF ENGINEER'S SEAL FOR SHEET NO. STRUCTURAL ONLY 10 1 AUDITOR'S CERTIFICATE Lot B of BLA—2917—006 Anacortes, Washington Filed for record at the request of FairWeather Surveyor. 201609080060 201708300068 Mt• COUNTY AUDITOR Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 S 8926'08" W 75.45' . s _ ____ Sheet 1of 1 o Parcel B 8> ; • s . * .i 1 N 89 39'45" £ 247.66 (247.72' Plot) _ _ _ _ _ _ ' • ,t) .• . .•.:* ,, ---------- �, 'dim x e •_ --------- --------- -wo / = 0 = ti / o L.-. ._w_,_:;-.` :' .-.-.-.-.rrsier�r----' so t utility Est.A.F. Lot 3 Lot 2 •,�8604300004 Z— • - S 89 45'05" W 153.90' 0 0 • SCALE: 1"=40 FEET Some House 1 o G --�811111111111111 o m 0 ' 20 40 80 y N LEGENb Parcel A • rd.Original Gornei oo narked 1"d, caged 5freef lion as S 89 39'45" W 150.00' 55.89' - noted, March,0, 2016 85.00 a la • 5ef 1�'eDoi Gap (1-5 No, 19G,'I) 9 • • 6 65.00' 3 noted, May A2016. t< 00 0y°c ry�ti • Fire ft ydrari W LEGAL - LOT B OF BLA-201 7-006 : Lot 2 PIN Lot 4 of Anacortes Short Plat No.ANA-95-006,as approved August 19,1996,and recorded August 20,1996,in S N Volume 12 of Short Plats,Pages 132 and 133.A .F.No.9608200002,records of Skagit County,Washington. TOGETHER WITH:The North fifteen(15)feet of Lot A of Anacortes Short Plat titled"Burtness Short Plat 35th Place SPL-20016-100Y,recorded September 8,2016,under Auditor's File No.201609080060,records of Skagit County,Washington. —-—-___ ---_--- -,, Situated in the City of Anacortes,Skagit County,Washington • Alh 3.5th-Place iE c. NOTE: Nearest FireHydrant is on 34th Street, 230 feet 5�'og Ol away '�: s i•i../.e. ri sit-,... . • 1 \50. 11870,4%,.--' EXPIRES 11/10/18 0 SURVEYOR'S CERTIFICATE FairWeather Surveyor This map correctly represents a survey map made by me or under my direction in c.-'- - moe 1419-15th Street Ameartes, WA 98222 withthe Survey Recording Act for Richard Burtness-BOcerview Const<uctioa phoneme 360.708.7953 cell y� ; 360.293.47s-r office Geomat c Co*rsul�ant . AUDITOR'S INDEXING DATA SW of SECTION TOWNSHIP RANGE Registered Professional Land Surveyor,L.S.No. 19637 Dame 25 35 1 the NE NORTH EAST. W.M. SURVEY & BOUNDARY LINE ADJUSTMENT FOR RICHARD J BURTNESS & BURTNESS. FAMILY TRUST AUDITOR'S CERTIFICATE: _ FILED FOR RECORD AT THE REQUEST OF HARMSEN & ASSOCIATES INC SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. CITY OF ANACORTES, SKAGIT COUNTY, WA INN' : lIPNI Skagit County Auditor 1183.o0 8/30/2017 Pete 1 of 2 2:37PM CONSENT • KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED DINERS. CERTIFY THAT I . , THIS BO UNDARY LINE ADJUSTMENT IS MADE AS A FREE ACT AND DEED. PI IW7NESs i ►, ,,,/. 3 .lI. �.' WHEREOF WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF � \ il , Y • .' . - ' �h UTY W,A ` 42017. PARCEL A: 1 ,"--\ ,-, fl V V - I .. . 271 YIL --- • RICFIAFiD ,A BURTNESS NI A K. BL TNESS ` KNOW ALL MEN BY THESE PRESENTS THAT YE. THE UNDERSIGNED OWNERS. CERTIFY THAT THIS BOUNDARY LINE ADJUSTMENT IS MADE AS A FREE ACT AND DEED. MN WITNESS WHEREOF LEGAL DESCRIPTIONS BEFORE ADJUSTMENT WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS __,(.2_,_ DAY OF r'4" �� - • 2017. SOURCE OF EXISTING LEGAL DESCRIPTIONS: J PARCEL B 34TH STREET FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. 5003353-0001733E, (P109544) ISSUED JANUARY 27, 2017: PARCEL B: PARCEL A: BURTNESS FAMILY TRUST: ------- _I LOT A OF ANACORTES SHORT PLAT NAMED "BURTNESS SHORT PLAT SPL-2016-1002", �� AREA OF �� RECORDED SEPTEMBER 8, 2016, UNDER AUDITOR'S FILE NO. 201609080060, RECORDS OF • r ,A ICB ` j jam_ � BOUNDARY LINE I SKAGIT COUNTY, WON OF ASHINGTACT ON;N; BEING pRt PLAT ANA-8 OF LOT 1 OF E SOUTHWEST QUARTER SHORT PLAT AN-91— 1, THE �" ANITRA K. BURTNESS (TRUSTEE) ADJUSTMENT PARCEL A NORTHEAST QUARTER OF SECTION 25. TOWNSHIP 35 NORTH, RANGE 1 EAST OF THE RI D J. BURTNESS (TRUSTEE) SEE)SHEET 2 OF 2 (P32042) WILLAMETTE MERIDIAN. ACKNOWLEDGMENTS SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. STATE OF ` 1• SS PARCEL B: COUNTY OF _..•I t, ? I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RICHARD J. BURTNESS AND LOT 4 OF ANACORTES SHORT PLAT NO. ANA-95-006 AS APPROVED AUGUSTv,9, 1996, AND • RECORDED AUGUST 20, 1996, IN VOLUME 12 OF SHORT PLATS, PAGES 132 AND 133, RECORDS ANITRA K. BURTNESS, HUSBAND AND WIFE ARE THE PERSONS WHO APPEARED BEFORE ME. AND OF SKAGITRECORDED COUNTY, 199 WASHINGTON; BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 35 NORTH, RANGE I EAST THE BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE ) . NILLA1ET E MERIDIAN. SITUATE IN THE-CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. INSTRUMENT. - 35TH PLACE WITNESS MY HAND AND OFFICIAL SEAL THIS : DAY OF Pi- 1- • 2017 LEG DESCRIPTIONS AfTER ADJUSTMENT PARCEL A: • NOTARY PUBLIC IN AND FOR THE STATE OF (s I I I ` ue VICINITY MAP LOT A OF ANACORIES SHORT PLAT TITLED "BURTNESS SHORT PLAT SPL-2016-1002", • SCALE 1"-100 FT RECORDED SEPTEMBER 8. 2016, UNDER AUDITOR'S FILE NO. 201609080060, RECORDS OF RESIDING AT ��,I �� ,' - (FROM SKAGIT COUNTY ASSESSOR DATA) SKAGIT COUNTY. WASHINGTON; / .-) / - C11 ,;,�.1 /� _, EXCEPT THE NORM FIFTEEN (15) FEET THEREOF. • MY APPOINTMENT EXPIRES > : :X i SITUATE INTHE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. STATE OF ( .4.L)." r i ss N PARCEL B: COUNTY OF ' �i' !,,,i Z V • .. ---t,p I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT RICHARD-J. BUR'ITVESS A1NQr`""� LOT 4 OF ANACORTES SHORT PLAT NO. ANA-95-006 AS APPROVED AUGUST 19, 1996, AND ANITRA K. BURTNESS, HUSBAND AND RIFE ARE THE PERSONS WHO APPEARED BEFORE ME. AND RECORDED AUGUST 2O 1996, IN VOLUME .12 OF SHORT PLATS, PAGES 132 AND 133, RECORDS - SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, ON OATH STATED THAT OF SKAGIT COUNTY. WASHINGTON; THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE TRUSTEES PARCEL NUMBERS AND OWNERS TOGETHER KITH THE NORTH FIFTEEN (15) FEET OF LOT A OF ANACORTES SHORT PLAT TITLED OF BURTNESS FAMILY TRUST TOBE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE PARCEL A: BURTNESS SHORT PLAT SPL-2016-1002". RECORDED SEPTEMBER 8, 2016, UNDER AUDITOR'S FILE NO. 201609080060, RECORDS OF SKAGIT COUNTY, WASHINGTON. USES AND PURPOSES MENTIONED IN TIE INSTRUMENT. SKAGIT COUNTY PARCEL NUMBER P32042 SITE ADDRESS: 1620 35TH PLACE OWNERS: RICHARD I. AND ANIMA K. BURTNESS SITUATE IN-THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. `-f ��I. . 2017, PARCEL B: WITNESS MY HAND-AND OFFICIAL SEAL THIS DAY OF SKAGIT COUNTY PARCEL NUMBER P109544 SITE ADDRESS: 1620 34TH STREET OWNERS: BURTNESS FAMILY TRUST: • NOTARY PUBLIC IN AND FOR THE STATE OF = ' ' RICHARD J BURTNESS (TRUSTEE) ANITRA K. BURTNESS (TRUSTEE) - , RESIDING AT :`u/1 MY APPOINTMENT EXPIRES ' - , Ny•�; a3Nrl ACCEPTANCE THIS BOUNDARY LINE ADJUSTMENT IS HEREBY EXAMINED ED AND APPROVED FOR ACCEPTANCE THIS l 7T`2)A -05 `1 /_ . 2017. �/ al , - / BLA-2017-0106 < -� , , . SURVEYOR'S CERTIFICATE •rl Y" _ _ _ _ THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR TINDER ��� � 1, 4 RICHARD J. & ANITRA K. BURTNESS C!T EER, + MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE j` �`/ I I WASHINGTON STATE SURVEY REC DING ACT AT THE REQUEST of ,,�` , ,�� BURTNESS FAMILY TRUST - 4- - RICHARD J. BURTNESS BR Y, 2017. y _ SUBDIVISION ADM/NlSTRAroR I I ;� �o BOUNDARY LINE ADJUSTMENT SEP 1 8 2011 - + - — + — �_ �� 1� tbarsigaie- r SCALE: 1" • 3a SHEET I L LA DRAWN Bt• JAH ( I JA ES A. HILOENBRAND. PLS, CFedS i L N 688 • 2/23/201741-IAj0 raw T j INC I OF 2 • CITY OF ANACORTES SEC 25 TWN 35N ROE tE CERTIFICATE 0. 53 REVISED: - 603 SOUTH FIRST STREET S.T.R- INDEX F/B: 108 . MOUNT VERNON. WA 98273 S1A11/4 NE 1/4. [P:\WORK\PROJECTS\2016\16-133 BURTNESS\LS\DWG\16-133 BURTNESS BLA.DWG UNPUBLISHED WORMQ2017 BY HARMSEN & ASSOCIATES INC JOBr 18.133 TEL: (360) 336-9199 25.35N.IE SURVEY & BOUNDARY LINE ADJUSTMENT FOR RICHARD J BURTNESS & BURTNESS FAMILY TRUST SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. lipmpRi CITY OF ANACORTES, SKAGIT COUNTY, WA Skagit County Auditor $143.00 8/30/2017 Page 2 of 2 2:37PM' 6' HiGH • WOOD FENCE •► 1/2" REBAR WITH f "HMI 27327" CAP Y-l;- 7,"� 106 ' ,' '�`�1�--we- tow o \\ • , // SET PREVIOUS / • / N SURVEY \\ N / • 30' �.. 10-FT DRAINAGE EASEMENT \\ �� • / - - - 0 15 30 60 AFN 200705150068 \ •s� / BASIS OF BEARINGS Si \ . / i'� N 34TH STREET N89'39'45"E ALONG THE CENTERLINE OF 34TH STREET, N \ / p �' AS MONUMENTED AND SHOWN HEREON, AND BY s PARCEL B � PAINTED ?"X4 fyb ® :'�: NBsi'39'45"E•247.66 Z47.7?�Pi) (BASIS OFBEARINGS) _ __ MN SHORT PLAT NO. ANA-95-006, RECORDED UNDER P109544 POST (STORM STUB! J. oi © SKAGIT COUNTY AUDITOR'S FILE NO. 9608200002 ,'il LOT 4, SHORT PLAT NO. GREEN PAINTED 2"X4' ► • 'N89'45'42"E ��15 ANA-95-006 POST (SEVER STUB!) ° '• • . . o' Q3,'f(M) 8.3?(SPt) (1620 34TH STREET) �- 46.98'(M) 50.00'(BPi N o UNDERGROUND POWER • LEGEND • & TELEPHONE STUBS • - - - - - - - - - - - - 4,.. _ • DENOTES 1/2" REBAR WITH "HAi 53688" CAP SET THIS SURVEY UNLESS STORAGE SHED OTHERWISE NOTED (i1 SQ FT.) .��. • / AREAS • 4" 2" N iaw OF 'S9'� • / DENOTES FOUND SQUARE CONCRETE MONUMENT WITH BRASS DISk ADJUSTED LINE / A79'(M) / (BASED ON FOUND AND ACCEPTED WITH PUNCH MARK IN CASING . " �r � / MONUMENTAiTON) TY !4e'31113 E 144.12(M) 144.28(SPi) Iii 9.a3 Lsp�li. _ - , ® DENOTES FOUND CONCRETE MONUMENT WITH 2" BRASS DISK WITH -• 'NB9'4s'06"E 15391'M 154,10'(SP3) -a' •1O-FT UTILITY EASEMENT • / PARCEL A: PUNCH MARK AT SURFACE / ( ) / / $ 'AFN 9608200002 BEFORE ADJUSTMENT: 23,487 SO. FT. 15.0 .- � / -� AFTER ADJUSTMENT: 21,156 SO. FT. 0 DENOTES FOUND 5/8" REBAR WITH "JJV & ASSOC PLS 9636" CAP, • NEW PROPERIYIJA / 77�� •'. I HELD AS CORNER Nil3'05"E 190' PARCEL B: STORAGE SHED BEFORE ADJUSTMENT: 12,791 SQ. FT. DENOTES FOUND 5/8" REBAR WITH "LS 19637" CAP, HELD AS CORNER (46 SO. FT.) =�6. INKII N DRAIN EBASEMENL eN76� AFTER ADJUSTMENT: 15,1?? SQ. FT. 0 S 15.7' OF ' . WOOD FENCE ^AFN ?.a17C8'� (M) DENOTES MEASURED BEARING AND DISTANCE ADJUSTED LINE .. r� • . • An '�•�r "'"""" - (SPi) DENOTES DISTANCE OF RECORD AS SHOWN ON SHORT PLAT N0. ANA-95-006, •• RESTRICTIVE COVENANTS .• RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE NO. 9608200002 • '.'_'�:•`•• GARAGE :-.1 ' _ a PARCEL B DEPICTED HEREON IS SUBJECT TO RESTRICTIVE COVENANTS DESCRIBED BY :'.`'. WAY ►4 THAT INSTRUMENT RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE NO. 9608200003 (SP2) DENOTES DISTANCE OF RECORD AS SHOWN ON SHORT PLAT NO. AN-91-001, RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE Na 9105310018 . • r .YD•:� • e (SP3) DEMOTES DISTANCE OF atom AS SHORN ON SNORT PLAT HQ SPL-2016-100?, ,. :: • � _ - DECK-- - ._ - I. I. . O RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE Na 2 VJINJI O oECK 5 I SETBACKS pin 17.34.000)IN " MINIMUM SETBACK REQUIREMENTSAN R3 DISTRICT SHALL BE AS FOLLOWS: AFN REFERENCE TO SKAGIT COUNTY AUDITOR'S FiLE NUMBER • :� A. m STORM DRAIN CATCH BASIN �T TELEPHONE RISER • I. FRONT YARD, MINIMUM DEPTH TWENTY FEET; _o te)I -_ PARCEL A B. OYD STORM YARD DRAIN CO CABLE RISER INTERIOR SIDE. A MINIMUM OF FIVE FEET ON ONE SIDE AND NO LESS THAN FFIEEN FEET SANITARY SEWER MANHOLE ♦ CABLERSO E GAS MARKER _ P32042 ON BOTH SIDES COMBINED, EXCEPT THAT IN NO INSTANCE !TALL A SETBACK ADJACENT =_-� LOT A SHORT PLAT Na TO A STREET BE LESS THAN TEN FEET. IN THE CASE OF A FAMILY HOME ON A "I' j 62L-2016-1002 LOT SIXTY FEET IWDE OR LESS, BOTH INTERIOR SIDE YARDS NAY BE A MINUM OF FIVE SEWER CLEANOUT ® UTILITY STUB AS NOTED (1620 35TH PLACE) I FEET IF THE HEIGHT OF THE HOME DOES NOT EXCEED TN�Y-F7VE FEET. Q POWER TRANSFORMER ••• •. , , CONCRETE A - 1 /---- - -- - - c. SIDE YARD ON A FLANKING STREET, TEN FEET FROM PROPERTY LINE. IF STREET iS A ® POWER METER L. ASPHALT DESIGNATED ARTERIAL. TWENTY FEET; II WATER METER • - -_ - WOOD DECK D. -I~I. N89'39110"E 9180.010 94.11'(SP3) _ REAR YARD, TWENTY FEET MINIMUM. d WATER SPICKET �«�-«-�-,4 - FENCE AS NOTED .4 65.01'(M) 65.00'(SP2) • 2da7'(M) YM•IERE THE REAR YARD DOES NOT ABUT A PLATTED ALLEY. NO PORTION OF THEW(- or 29.11(SP3) PRIMARY STRUCTURE SHALL EXTEND INTO THE SETBACK AREA, REGARDLESS OF DIE USE SURVEY NOTES • h I M� • OF THAT PRIMARY STRUCTURE. A DETACHED ACCESSORY STRUCTURE NO LARGER THAN 1. SURVEY PROCEDURESEQUIPMENT:ONE HUNDRED FORTY-FOUR SQUARE FEET AND TWELVE FEET IN HEIGHT MAY OE PLACED 1 IN A REAR YARD, OR iN THE REAR TWENTY-FIVE FEET OF AN INTERIOR SUE YARD. EQUIPMENT: MCA 1203+ 3-SECOND ELECTRONIC DIGITAL TOTAL STATION. - "I:. I PROVIDED THAT IT IS SET BACK A MINIMUM OF FIVE FEET FROM THE REAR PROPERTY PROD : FIELD TRAVERSE USING EXISTING MONUMENTATION; ALL CONTROL POWER EASEMENT a : ° :� I4%7 L NE, AND THREE FEET FROM ANY SIDE PROPERTY LINE. TRAVERSE ANGLES AND DISTANCES DOUBLE MEASURED; MEETS OR EXCEEDS THE AFN 8512030050 I -- g • WHERE THE REAR YARD ABUTS A PLATTED ALLEY, A DETACHED ACCESSORY STRUCTURE. STANDARDS CONTAINED IN RUC 322-130-090. I OR THAT PORTION OF THE PRIMARY STRUCTURE USED AS AN ACCESSORY 2. DISTANCES ARE IN US SURVEY FEET AND DECIMALS THEREOF. 4 - MAY BE BUILT IN A REAR YARD UP TO THE ALLEY PROPERTY LINE, PROVED THAT IT t5 3 CONTRiO.U.ING MONUANNT$ SHOWN ARE OF RECORD, ARE LOCALLY ACCEPTED AS I n SET BACK A MINIMUM OF THREE FEET FROM ANY SIDE PROPERTY LINE. AND LS NO REFRESENTAAVE OF THEIR POSITIONS.POWER EASEMENT Z ^ LARGER THAN ONE THOUSAND SQUARE FEET AND NO MORE THAN SIXTEEN MEET N PURPORTED OSI ONS. AND WERE VISITED DURING THE AFN 8504090074 I.. i 1 • HEIGHT. IF THE ACCESSORY STRUCTURE IS A GARAGE, BUILT SO THAT %®TITRES ENTER COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. a I THE GARAGE FROM THE ALLEY IN A DIRECTION SUBSTANTIALLY PERPENDICULAR TO TIEALLEY TITS SURVEY DEPICTS 11Ii0SE_EASEMENTS AND ENCUMBRANCES REFERENCED IN THAT ALLEY PROPERTY THE GARAGE SALLOW ADEQUATE TURNING DISTANCE FOR VENOM SHALL BE SET BACK A MINIONS, OF TEN FEET Mb TIE SUBDIVISION GUARANTEE Na 5003353-0001733E ISSUED BY FIRST AMERICAN TITLE CO• h INSURANCE COMPANY. PROVID�p THAT THE EXACT LOCATION OF SAID EASEMENTS _ - - , ONE DETACHED ACCESSORY STRUCTURE NOT EXCEEDING ORE HUNDRED FORTY-FIR AND ENCUMBRANCES COULD BE DETERMINED BY RECORD DESCRIPTION. THIS SURVEY MIN l o I SQUARE FEET SHALL BE PERMITTED WITHOUT COUNTING AS PART OF THE LOT i DOES NOT PURPORT TO SNOB ALL EASEMENTS OR ENCUMBRANCES. RECORDED OR 1 4 THE LOT COVERAGE OF ADDITIONAL ACCESSORY STRUCTURES OR ANY ACCESSORY UNRECORDED. THAT MAY AFFECT THE DEPICTED PROPERTR'S► N - d.13'262• •` STRUCTURE EXCEEDING ONE HUNDRED FORTY-FOUR SQUAREFEET SHALL COUNT AS PART • OF THE PERCENTAGE OF LOT COVERAGE PERMITTED IN MRS SORE '•. SURFACE VISIBLE UTILITY LOCRTPONS ARE DEPICTED HEREOF& AN BOUND I L•30.� 1) UTILITY MIdK-UP SERVICE NOT UTILIZED FOR THE PL OSE OF THIS SURVEY. i C•3O.2SYM) - _, �■ '2{'E .. ` _ IL T IS DEPICTED iEREON IN ACCORDANCE ■TH THE REQUIREMENTS OF - - _ _ - _ _ a _ _ �J MC 332-130-050. THIS SURVEY DOES NOT RESOLVE ISMS OF ENCROACHMENT, • I =~ ,� BUILDING LOT COVERAGE (PER 1T.3UIS OR OCCUPATION. N I Rap 110�.?� 1 MAXIMUM LAND COVERAGE BY BUILDINGS SHALL BE FIFTY Pit -0O6 I &me- . N BLA-zap? 1.•62.62' I 45 TH PLACE PARCEL A: L L �' VI-- -••__ _ •� GARAGE: 661.5 SQ. FT. .:11 RICHARD J & ANITRA K BURTNESS BREEZEWAY: 308.0 SO. FT. • 10-FT GAS & POWER EASEMENTS AFN 850313 15 & 8504090074 Mi ME _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HOUSE: 1883.2SUT: FT. 'jt: BURTNESS FAMILY TRUST ` TOTAL PERCENTAGE OF BUILDING LOT COVERAGE AFTER AA NT: 13.5z BOUNDARY LINE ADJUSTMENT TOTAL BUILDING LOT COVERAGE: 2852.7 SQ. FT. SCALE: 1" • 30' SHEET ' . °'►� bt DRAWN BY: JAHitu �4L 12/23/2017 *t'AT1WLY 2 OF 2 $ /'t& V1__p; : 603 SOUTH FIRST STREET S T.R. NMI FIB: MV 106 MOUNT VERNON, WA 98273 SW 1/4 NE 1/4 P:\WORK\PROJECTS\2016\16-133 BURTNESS\LS\DWG\16-133 BURTNESS BLA.DWG UNPUBLISHED WORK02017 BY HARMSEN & ASSOCIATES INC _ JOB/: 16-133 TEL: 1360) 336-9199 _ 26.35N-1E r