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14-101619
City 0 Federal Way Cort7munity & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 FILE Building - Singie Family Permit #: 14 -101619 -00 -SF spection Request Line: (253) 835-3050 Project Name: BARUSO 0 1 Aliv Project Address: 5210 SW 320TH ST Parcel Number: 102103 9031 Project Description: NEW - Construction of a 3982 square foot 2-storyC.amily residence with a 68 square foot covered entry, 256 square foot covered poBmand a 1,133 square foot attached garage. �nclu� plEtbing & mechanical. ***3 Bedrs; $655,000 estimated selling price.*** OAK Aso Contractor GREG BAMSO SHFATBOY CONSTRUCTION INC SHAWN BARUSO 331SW ATBOCI985B5 (4/10/16) 33110 FEDERAL WADY A 9'8023 DER`A 980 COMA WAPO BOX 929 8448 Census CategoryIMOI - New SinFamily Includes: # 1 #�0 IS #3 #4 Occupancy Class: Construction Type: Occupancy Load:- Floor oadFloor Areas . ft. 0 0 0 ' Ad �on�1 Permit nformation New / Additional Sq. Feet - 1 st Floor .................... 2942 New / Additional Sq. Feet - 2nd Floor....... .........1040 New / Additional Sq. Feet - 3rd Floor .................... New / Additional S Feet - Basement ................... 0 Basic Plan? .................................... " .............. o New / Additional Sq. Feet - Deck .......................... 0 New / Additional Sq. Feet - Garage. ..... .....1133 Mechanical to be Included?....................................Yes Plumbing Work Valuation? ................ 7900 New/ Additional Sq. Feet - Other .......................... 324 Plumbing to be Included?.....................k esNew / Additional Sq. Feet - Total.......................... 5439 Zoning Designation..............................S echa 1 Fixtures Air Handling Units ....................... Conditioners - Stand Alone Un 1 Ducting........................................... Fans...............................................ee Inserts............................. 1 Furnaces......................................... Hot Water Tanks ............................ 1 Plumbing Fixtures 1 1 Bathtubs ......................................... 2 Dishwashers................................... 1 Lavatories....................................... 7 Showers .......................................... 1 Water Closets................................. 3 Hose Bibbs..................................... 2 CONDITIONS: An automatic fire sprinkler syst is required. N raming insp ction until the sprinkler system is installed and prove MIC prIF 'pR 4 PERMIT EXPIRES Tuesday, December 9, 2014 Permit Issued on Thursday, June 12, 2014 ' I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington _ and the�C,it of Federal Way. Owner or ageM'11T Date: City of Federal Way " '` M Certificate of Occupancy, rt' This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: BARUSO Address: 5210 SW 320TH ST Permit #: 14 -101619 -00 -SF Includes: 41 #2 #3 44 Occupancy Class: Construction Type: Occupancy Load: Floor Area (sq. ft.) 1 0 0 0 0 Owner Name: GREG BARUSO SHAWN BARUSO Owner Name: Owner Address: 33110 42ND PL SW FEDERAL WAY WA 9V23 ' %t, Building Official K. Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severly affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner / occupant or to any otherperson that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which itis situated. Such compliance is the responsibility of the owner and/or occupant of the premises. f THIS CARD IS TO REMAIN ON-SITE crrYOF Construction Inspection Record Federal Way INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 14 -101619 -00 -SF Address: 5210 SW 320TH ST Project: GREG BARUSO FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. SWM Precon Site Mtg (4400) Initial Erosion Control (4365) ❑ Footings/Setback (4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date Bjn7 Dateg _ - = Foundation Wall (4115) Approved to place concrete rS Date ❑ Slab/Concrete Floor (4255) Approved to place concrete By Date ❑ Shear Walls (4245) ❑ By Plumbing Groundwork (4190) Approved to cover Date Drainage/Downspout (4040) Approved to backfill By Date Rough Plumbing (4230) By Approved to install siding By By Underfloor Framing (4285) Approved to sheath floor Dat E] By Floor Sheathing (4105) Approved to install flooring PAL, Dates -- ❑ Shear Walls (4245) E] Roof Sheathing (4220) ❑ Rough Plumbing (4230) By Approved to install siding By Approved to install roofing By Approved By Date `� Z Z By Date By PA i✓ Date Lf (73 Fire/Draft Stops (4095) Gas Piping (4125) Mechanical Rough -in (4165) Approved Approved to release test Approved By i�-n Date 412 t r By V -f?, Date L{- I kj 4 I S' By V-0 Date +-� ( 2-, ( 15 Prior to scheduling a Framing inspection; Framing (4120) ❑ Interim Erosion Control 4370 ( ) Approved Electrical, Plumbing & Mechanical Rough -in and Approved to insulate By Date Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 BY y �_ ; . Date . ❑ Gypsum Wallboard Nailing (4130) Final Erosion Control (4375) Insulation (4150) Approved to install wallboard Approved to install mud & tape Approved By Date 5 E7 `; By ' /3 Date 51'i 11r By Date Final - Mechanical (4065) ❑ Final - Plumbing (4075) Final - Building (4050) Approved Approved Approved By Date By Date By Date ❑ Rough Electrical Approved ❑ Final Electrical Approved ❑ Right of Way Approved By Date By Date By Date 0 `CITY OF Federal Way Building Division' 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: Sa I o 320' k ST_ PERMIT#: I q` 1 d 1W (— n b 1 N `T' n`%?-' ,! & n in .1 n _.l —1— +, n _ n -V-. — . _ * _ 1. / .i e. I / v I fl � Ct VL -e- ti S lie,(r cc/c, I G k . IF YOU HAVE QUESTIONS CALL � -� (253) 835- Z � Z f WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQLIIREDTAD"BE%MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page t of 2, `Federal Way CITY OF Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS:52— (I O SL.Ij S�"" PERMIT#: l G) I Cr L GI LA m ?� S- A4 0 - 1 a i ST— 0? - el 'i� sir S - I`t6 uI69-3 i i z� I Z Sic- Ih cnrs _ 14A V1-'__ .P o ef to IF YOU HAVE QUESTIONS CALL (253) 835- 2b? WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQNiR-EN TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page G— of L CITY OF Fed �b f th, eral Way Building Division 33325 Eighth Avenue South Federal Way, WA 9003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE SZ10 _"Q) Z� � PERMIT#: I '� IF YOU HAVE QUESTIONS CALL (253) 835- Z_4,.L- WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIXffV BE MADE WITHIN 15 DAYS. �I DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of ADDRESS: `Federal Way CITY OF Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE A- ESS: 5z to 0 3Z��" PERMIT#: 14-' ) 0 1� Y1 /` a f � ,_ /'� tr i1 � 9 �. w Il�lw � �/�A .� �.1 /] OQ i .f^ G� !^.. ., � l •� `lsz .9 Y�4u, iq r H at (4- V Ckc 1( L I i ..14 k-"- ( o C-1cse"I IF YOU HAVE QUESTIONS CALL f (253) 835- WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQtjW.ZD TO BE MADE WITHIN 15 DAYS. 9_11�_ D_�' - 10�/ DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page 2, of L • • CITY OF PERMIT CENTER Federal8th Aye South Federal al Way, WA 98003-6325 (253) 835-2607 www.cityoffederalway.com 910? 9 Permit Extension Request .1.N3W18VdI© 1NgEnIr3C lgA3Q ✓ Scan and Email to: t)ct-tniteenterr?cityoffederalway.coitI :)IW0N0:A )9 AlINllvjwoD ✓ Mail to: 33325 8`h Ave S, Federal tray WA 98003 �rtl�?� ✓ Fax to: 253-835-2609 Permit number: /z/ I �al � SUV Owner/Agent: (print) Owner/Agent si Phone number: (N3) -& - --�g -A�L� 6 Email: LO -.,S , e- a x 't. Has work been started? [PT -es No Is it ready for next required inspection? ❑ Yes U— X How much is left to be completed? 0 0 Iv 1 Please provide a brief explanation indicating that circumstances beyond your control that have prevented you from taking action on this pe�1Tt:----- y y --'&b V%" uicy ywwccwc�, Fccuac a.uar F ✓✓—v✓✓—t vvi e - cnns�ian Fun[Doc D. m CONSULTING ENGINEER 12181 C Street S. - TACOMA, WA 98444 . (253) 537-8128 - FAX 531-1285 PROJECT. SHEET NO, BY: I DATE JOB NO. omr, Jab 1SJ407082 f4} {Be L._._ - .._ol- .. _..... .. I ._..__ -:.. _....._-..:_..._. Tha'fnrss C . it(C�rnty Truss, WA, 3x6 r 6x8 MT18Hs• HUS28 20 HUS28 HUS28 3x811 HUS28 1 f 3L 3X5 n trc $=2 5.00 f 12 3X6 5 .6 7 19 HUS25HUS28 18 1202 = 9x16 MT18H It HUS28 HUS28 HUS28 3x6 ff a 8x8 •. 9 14 -.._ ,. 13 12 08 :-- 3x4 ^ 1.5x4 It 1,50 11 0-3-T it -0.0 18-7 0 2d 2 12 21-3-a 37-Q 9 as 3 B t f A•3-7 I 4-8.9 3.9 12 1-'- 4-t. PlateOt(sels XV 10515434 201402-0 403d01.8Z(5028tT412 5:41{-00211 f16t73s1 a 19$3.80-71200 1r% _ X01 g11L102301.-z __ . LOADING(psf) TCLL 25.0 'SPACING 1.0.4 CSI DEFL in (for,) Udall Lid PLATES GRIP (Roof Snow -25.0) Plates increase 1.15 TC 0.7D Vert(LL) -0.4318-19 >670 360 MT20 1851f48 TOOL 8.0 Lumber Increase 1.15 BC 0.85 VW(TL) -0,6418-19 >451 240 MT18H 1851148 BCLL 0.0 • Rep Stress !nor NO WB 0:80 Horz(TL) , 0.17 10 fire rile BCDL ._ 7 0 µ _ Coda iRC2012ITP120M (Matrix) Attic -0,2116-17 474 360 Wefg W 7521b FT -i6% LUMBER ...,.................. BRACING TOP CHORD 2x4 DF 240OF2.OE 'Except` TOP CHORD Sfnrctural wool sheathing directly app! ed or 54-10 oc purlins; T3: 2x10 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0 -Doc bracing. BOT CHORD 2x4 HF Not *Except' JOINTS 1 Brace at JI(s): 16 61: 2x10 OF $S WEBS 2x4 HF Stud 'Except- Wa, W3, Wl f,W5: 2x4 OF 240OF 2.OE, V14:20 OF NO.I&Btr (REACTIONS (Ws4e) 1=7857105-0 {m1n. 0 4 G),1D-21 "n510.5•a {m n. 0.1-11), t4=1 92210 5 8 {nrin: 4 1 Sj Max Horz1--55(LC 11) Max Upiiffl=-92S(LC 101, 1 130(LC 11) Max Grav1-12°„62(LC 24 10-3i29(LC2 14=2764(LC 4) FORCES ffb) -Max. Comp:iMox. Ten. -All forces 250 (b) or less except when shown. TDP CHORD 1-2=-2448WI828, 2-3=-2 01 5 611 602. 3.4=•20113!1508, 4-22=-9722t71a, 5-2 2=9 6 52172 7, "=-100211189, 8 7=-8829!645, 7 ?3=-9704(731, 8-23=-97:327716, $-9=•x610/629, 9.10=•71/549 BUT CHORD 1-20=4714122723, 19-20=.1714122723, 18.19=-1369118729,14-18=•50917355, 13-14--A9017282, 12-13---494/1367.10-12=-46917357,16-17=-444/.5737, 15-16=-4446737 WEBS 7-21=-10271110, 4-19=-69719634,13.1 5=-5 86154, 8-15=-22aM77, 2-2 0=-24213 475, 2-19=-45751371, 9.13--1111140.5, 17 -18= -6381x660,17 -21=-55W826, 5-21=-16 013184,4-18=-113551692.6.21=-49315437, 14-16=41810,14-ifi .46061391,14-17=43951134o NOTES (18) 1) 3 -lily truss ro bo connected togefherw;th 104 (0.131 it3') hails as toltays: Top chords connected as follows: 2x4 -1 row OW -4-0 oc, 2x10 - 2 rows staggered at 0-9-0 ac. Bottom chards connected as follows: 2x10 - 2 rows staggered at 04.0 oc, 2x4 -1 raw at 0-9-0 o x Webs connected as feffows: 2x4 -1 (mv at 0.9-0 oc, 2) All bads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (6), unless otherwise indicated 3) Win& ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=67mph; TCDL=4.8psf„ BCDL=4.2psf: h=25ft; Cat. U,, Exp B; enclosed; h1WFRS (envelope) gabio end zone; cantilever left and fight exposed: end vertical fell and right exposed; LumberDOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10, Pf-25.0 pst (flat roof snow}: Category it; Eyp B; Parfialty Exp.; Ct=1.f 5) Unbalanced snow loads have been considered for this design. 6) This truss has boon do -signed for greater of min root five load of 16.0 list or 1.00 limes flat roof load of 25.0 psf on overhangsron-ccocuaont wish other live loads. 7) All plates are NIT20 plates unless otherwise indicated: 8) This truss has been designed for a 10.0 pst txrttom chord live bad nonconcurrent with any other live bads. 9) - This puss Cres been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.60 tall by2-0-0wide will fit between the bottom chord and any other members. - 10) Ceiling dead load (5.0 ps0 on marnber(s). 7-8, 7-21 11) Bottom chord five load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-17,15-16 12) Provide meohantcal connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) exrepl (jt=HS)1=926,10=217,14-139. 13) This truss is designed in accordance with the, 2012 International I Residential Coda sections R502.11.1 and R802.102 and referenced standard ANS VTPI I. 14) "Saint -rigid pl(chlxoaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 15) Use Simpson Strong -Tie HUS28 (22-1od Girder, 4-1OdTruss, Single Ply Girder) or equivalent spaced at 2-0-0a: max. starting at 1-11.12 from the left end to 17-11-12 to connect trusses) C1 (1 ply 2x6 HF) to front (Oce of bottom chord. alx)651011opi 2wharehangerisinconlectwith,lumber. I WARNING!- VERIFY DESiGN PARAMETERS AND READ ALL NOThS AN T)l19 TRUSS DRAWING NOTFS DEPOT,E t)St+. Design valid fbr use with Mitek cotmcc:Ors. '!itis design is based only upon pammciers shown, and is for an individual building component to be installed and iwaded vorticalty. Applicability of design par ntoers and proper incorporation of componcrit is responsibility, of building designer. Bracing shown is for lateral support of individual well members only. Additional temporary bracing to insure stability during cansiruction is the responsibility of the erector. Additional permantnt bracing of the overall structure is the responsibility of ilio building designer, For general giridanoc regarding fabrication, quality emdmt, storage delivery orcefiort and hrncing consult ANS)n'Pi I Quality Criteril llSTl$9.and BCS( I Building Component Safety Inforuration available Iron) Truss Plate Instituto, 533 D'Onofrio L)riwe, Mudison, Wt 53719 Scale =1:82.0 Digila➢y SIDeed by: Torry L. Powell, P.E. f P, i Co. INC rnrisr ir--:)n Fumocf,'. CONSULTING ENGINEER 12181 C Street S. TACOMA, WA 98444 - (253) 537-8128 - FAX 531-1285 PROJECT. SHEET NO. BY: DATE! I JOB NO. fru. s ._ Tn+ss Taps SJ407082 B6..:..._.....- Y aTTiC W.— Tha T u s Co.17riLounly Truss, WA, C{2, TSE {� 20.6-14 0J 7. ....—— - 6276-31 08 XY-114_6'- &to3-iAs 91--&5--26§7 11-6 f, 3x5 If sxi�--" s---2 Scale= 1;82.0 6.00 riff 5 3X6 .6 7 r"` 4x 23 3x01t 6- 22 '� 4x5 it "�`, � - 3x8-� �, 8 r 4x4 3 _ 1 f33 1. i�2-. 10 4 It HUS28 HUS28 PIUS28 HUS28 5x8 1l 6X8 MT18H - 20 19 18 14 13 12 4x5— HUS28 x5—HUS28 3x8 li 1202 = 9x16 MT78H II 4X8 3x4 = 1.5x4 t) HUS28 JAWS HUS28 HUS28 15x4 11 LOAUING(psf) SPACING 1-0.0 C$I DEFL in (for,) Ildelf Ud PLATES GRIP TCLL Z. Plates Increase 1.15 TC 0.70 Ved(LL) -0.43 18-19 >670 360 MT20 1851148 (Roof Snow=25.0) Lumber increase 4.15 BC 0.85 Vefl(TL) -0,6418.19 >451 240 MTI SH 1851148 TCOL 8.0 Rep Stress Inor NO WA 0.80 Hotz(TL) , 0.17 10 Ala Ala BCLL O.0 ' Code IRC2012ITP12007 (Malfix) Attic -0.21 15-17 474 360 Weighl: 7521b FT-- 1e% LUMBER BRACING TOP CHORD 2x4 OF 2400E 2.OE *Except* TOP CHORD Structural wood sheathing directly applied or 5.4-10 ac purlins. T3: 2x10 OF No.2 BOT CHORD Rigid ceiling directly applied or 1040 or bracinq BOT CHORD 2x4 HF No.2 *Except' JOINTS 1 Bracy at Jt(s)! 16 81: 2x10 OF $S WEBS 2x4 HF Stud 'Except' W8,W3,W11W5: 2x4 DF 2400F 2AE, V'14: 2x4 DF No.1GBtf REACTIONS (lb/sgo) 1=7857,'(1,5-8 (Alin, 0-4-6), 10=2155/0.5.8 (min 0.1-11), 74=1922!0-5.8 (nrin, 0-1.8) Max Herz I=-55(LC 11) Max Upliff1=-926(!.0 10), t0 - i4=-730(LC 11} Max Gravl dl. , <'(L.0 24 10=3129(1-0 2 , 14=2784(LC 4) FORCES (lb) - Max. Comp,/Max.-ran. -All forces 250 (1b) or less except whan shown. TOP CHORD 1-2=-24411611828, 2-3=-201&e116U2, 3-1=-20113!1 WO.4-22--9722(718,5-22=-96'j2/Z27,5-6=-100211189, 6-7=-8$2916-05, 7 ?3=-97041731, 8-23=-8132t7iB; 8-9=-86101029, &10=-7r',S1f549 SOT CHORD 1-20=-1714!22723,19 20=•1714122723, 18.19=-1389118729,14-18=-SO9R355, 13 14= 49011282, 12-13=-49411367,10.12=A89f7357, 16-17=-444!5737,15-16=-44415737 WEBS 7-21=-10271110.4-19=-69'1%34,13-15=-5C6/S4,8-16=-22801177, 2-20=-24213475,2-19---45751371, 9.13=-111/1405,17-18=-63618860, t7-21=-5 f 8828, 5 21=-16913184, 4 -1t) -11355f892, 6.21=49315437, 14-16=-418,'0;14-15=-46061391, 14-17=439$1340 NOTES (18) 1) 3.p1y truss to be connected together with 10d (0.131'W") nails as folloNs; Top chords connected as follows: 2x4 -1 row, at 0-4-0 tic, 2x10 - 2 rows staggered at 0-9.0 00, Bottom chords connected as follows: 200 - 2 rows staggered at 0-4-0 oc, 2x4 -1 row at 0-9-0 oa V\k+bs connected as foiicrnvs: 2x4 -1 (m at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) "back (B) face in the LOAD CASE(S) section, Ply to ply conrWWns have been provided to distribute only bads noted as (F) or (8), unless otherwise indica(ed- 3) W. ASCE 7-10, Vult=l10rnph (3 -second gust) \1(11102012)=87mph; I COt.=4.8pst; BCDL=4.2psf; h=251t; Cat, it; Exp B; enclosed; h1VYFRS (orna{ope) gable end zone; cantilever left and right exposed: end vertical left and right exposed, Lumber DOL -1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf-25.0 psf (flet roof snow); Category If; Eyp B; Partially Exp.; Ct-1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed let greater of min roof live load of 16.0 psf or 1.00 times fiat roof bad of 250 psi ort overhangs non-ccak,'unont with other live loads. 7) Ail plates are MT20 plates unless otherwise indicated. 8) This truss has been designod for a 10.0 psf borion7 chord live bad nonconcu(rent with any other live loads. g) ' This truss ties been designed for a live load of 20.Opsf on the bottom chord in all areas where a feclangte 3.6 014311 by 2.0-0 wide will it between the bottom chord and any other members. 10) Ceiling dead toad (5.0 ps0 on membar(s), 7-8, 7-21 1 t) Bottom chord five load (40.0 pall and additional bottom chord dead bad (10.0 psf) applied only to room. 16-17,15-16 12) Provide mechanical connection (by others) of truss to bearing plate capable of withs!anding 100 ib uplift at joints) except g1=16)1=926,10=217. 14=190. 13) This truss is designed in accordance with the 2012 International Residential Code sections R502A iA and 8802.10.2 and referenced standard ANSUfPi 1. 14) "Semirigid pllchbrea)ts with fixed heels" Member end fixity model was used in the analysis and design 01 this truss. 15) Use Simpson Strong -Tie HUS20 (22.10d Gi(der, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0oc max. starting at 1-11-12 from the left end to 17-11-12 to connect tfuss(es) Cl (1 ply 2x6 PIF) to front (ace of bottom chord. (16+)ifiiWeU riniV a j83whoro hanger is in contact wHh lumber. I WA"I E N Yui. I METERS AND READ ALL, NO'f-F:S ON T)LIS TRUSS DRAWING NOTES BEFORE TISK. Design vil of use wn Mitek coatteefots. '116s design is based only upon paroenelcis shown, and is for na individual building component to be installed and lender! vortioally. Applicability of dosigt parameters ami proper inGoryoration of component is resfitmsibility of building designer. Bracing shoam Ts far lateral support of individual web inemtnrc only. Additional temporary bracing to insure stability dosing coostn7dion is the responsibility of the erector. Additional permanent bracing of the overall structure is fire responsibility of fhc building designer, For general guidance rtgard"nig fabrication, quality ventral, storage delivery cnoetion and W608 consult ANSNPPI i Quality t'rileria,0SU-89 and JR.'81 I Building Component Safety Informnihm available &orn'rross Plate losikute, 533 D'OaoBio Drive, Madison, W1 53719 Digitally signed by: Terry L. Powell, P.E. the;X15SCO.INC'. C. cnnsuan Funboe pe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SHEET NO. DAVE: JOB NO. JBY� I 30c��i L��,�� tL c SJS E�?Ct C - Z � C. mrisCidn Funeoe pe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SH/EENT" NO. BY: DATE: JOB NO. NO. SY-, r C. mrisC an Funeoe D.- CONSULTING eCONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537-8128 • FAX 531-1285 PROJECT: SHEET NO. BY: DATE: JOB NO. lytv�s� i AO� Z� c, -7L-) 4*4* ,� CITY OF Federal Way III, PERMIT 01PPLICATION mac , 11�\qIb "1 19 9 2014 PERMIT NUMBER (4.10 1 ��' _ E,rry oR E 4 o C rmr� SITE ADDRESS,_{� a f 1A /" SUITE/UNIT # PROJECT VALUATION ZONING ASS ESSO!S TAX,[PARC O C 33 ` — �`//—//�� - `3 l _ - TYPE OF PERMIT BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT / US z, 124:f7 PROJECT DESCRIPTION ua' Detailed description of work to be included on this permit only NAME � / ��"`Jr'� PRIMARY PHONE PROPERTY OWNER / i/ cs _t' MAILING ADDRESS r" E-MAIL CITY S/o G1 ZIP NAME ! PHONE MAILING ADDRESS,� -�, Lf t' C , l""x E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME PRIMARY PHONE MAILING ADDRESS /z �' % - C �f �� �B-MAIL. 53 5'3/ -1,7 ' APPLICANT CITY STATE ZIP �V F� �Z "6✓..J�4�� 011 " L 4, NAME �y�, PRIMARY PHONE PROJECT CONTACT MAILING ADDRESa (The individual to receive and E-MAIL 1� respond to all correspondence CIT I✓al'/L✓11 (�1` W w z FAx concerning this application) PROJECT FINANCING NAME OWNER -FINANCED Required value of $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best Of my knowledge, the information submitted in support j this peg—i application i- true and correct. I cert jy that i will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the ` SIGNATURE: DATE PRINT NAME: Bulletin #100 — January 1, 2013 Page 1 of 3 k:\Handouts\Permit Application y Aph . let -1 • VALUE OF MECHANICAL W RK MECHANICAL PERMIT s Indicate how many of each type o re to be installed or relocated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercw) BOILERS FURNACES HOT WATER TANKS pas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMITIs Indicate how many of each tjype offtxture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/Shower combo) LAVS (Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitcben/utility) WATER HEATERS (Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ONN PROPERTY? / WATER PURVEYOR J / /'G - �'�`�' i �� I / SEWER PURVEYOR a / �` VALUE OF EXISTING IMPROVEMENTS $ �//'` Cif. I 1 FFIRE EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRIN�"ER SYSTEM? PROPOSED S PRESSION SYSTEM? ❑ Yes r,� No s ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR (or Mobile Home) SECOND FLOOR AREA DESCRIPTION �� L2 �%2 Occupa Groups) Construction Type COVERED ENTRY Additional Information TOTAL BUILDING DECK TENANT AREA ONLY GARAGE l' CARPORT ❑ _...... _.............. -------._u�. OTHER (describe) �k: Z -j1 Area Totals EXISTING rZOPOSED , y3 7 TOTAL **ANEW HOMW ONLY** ESTIMATED SELLING PRICE $ # OF BEDROOMS COMMERCIAL — NEW/ADDITION AREA DESCRIPTION Area in S uare Feet Occupancy Group(s) Construction a # of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL — REMODEL/TENANT IMPROVEM S AREA DESCRIPTION Area in Square Feet Occupa Groups) Construction Type # of Stories Additional Information TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin # 100— January 1, 2013 Page 2 of 3 k:\Handouts\Permit Application RES U B M ITTE R 'NIENT OF COMMUNITY DEN ELOPNIE\T SERVICES 33325 81" Avenue South CITY OF Federal %Vav �t A 98003-632 JUN 0 4 2014 253-835-2607. Fax 251-S35-2609 Federal Wad i1t414 iiVi)II.L: '111\1L l'OI?1 CITY OF FEDERAL WAY _ CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Please note.- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. " ANY CHANGES TO DRAWINGS MUST BE CL OUDED, Project Number: G - - - ,�- Project Name: Project Address: (OZ(D30�1 Project Contact:D �a t Phone: RESUBMITTED ITEMS: # of Copies " Detailed Description of Item '* Always submit the same number of copies as required for your initial application." Resubmittal Requested t✓�� Letter Dated: aftl4Toer, RESUB A�• Dept/Div I N me OFFICE USE0 1 Q Distribution Date. ` BY, i # bescription Building _ i ( I Planningf i PW Fire Other Bulletin #129 — January I . 2011 Page i of I k:'Handouts,Resubmittal Information -11 tR1 ,AT BOYSTRUCTION, INC. June 4, 2014 City of Federal Way Kevin Peterson Engineering Plans Reviewer 333258 th Avenue South Federal Way, WA 98003-6325 RE: Permit #14-101619-OOSF; BARUSO — Resubmittal Information Dear Kevin, Please see the following responses in regards to your review comment letter dated May 6, 2014: Public Works: 1. We will accommodate the BMP's by using splashblocking per C.2.4.A Typical Splashblock for Basic Dispersion. 2. Please see site plan 3. N/A 4. Please see site plan 5. Please see site plan 6. A Right of Way Improvement Modification Request was submitted 5/6/14 Planning: 3. Please see site plan: a total of 66 trees will be retained on site outside of the clearing limits. I have included five copies of the revised site plan. Please do not hesitate to contact me if further information or clarification is needed. Sincerely Toni Re Fatboy Construction, Inc. C: 253.341.2630 E: toni@fatboyconstruction.net RESUBMITTED Encls. City of Federal Way Comment Letter date 5/6/14 Revised site plan (5 copies) JUN 0 4 2014 CITY OF FEDERAL WAY CDS Fatboy Construction, Inc. — PO Box 44429 Parkland WA 98448 — 253.576.8333 0 CITY OF Federal Way May 6, 2014 Fatboy Construction, Inc. Attn: Toni Re P.O. Box 44429 Tacoma, WA 98448 RE. • Permit #14 -101619 -00 -SF; BARUSO *NO SITEADORESS* Dear Ms. Re: 0 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 wwwcityoHederalway com The Public Works and Planning Departments have reviewed your application for the above -referenced permit. Prior to our approval of the permit, please address the following: Public Works: 1) Large Lot Flow Control Best Management Practices (BMP's) apply to your site, per the requirements of Section C.1.3.2. of Appendix C of the 2009 King County Surface Water Design Manual (KCSWDM). Please review the Large Lot BMP requirements of Appendix C to determine which BMP(s) can be applied to your site, and show the BMP(s) on the site plan. 2) Be advised that some BMP's are not allowed upslope of septic drainfield and reserve areas. In order for us to approve the BMP's, we will need to see contour/elevation data on the plans, to verify that the BMP's are not proposed upslope of the septic drainfield/reserve area. 3) If infiltration is proposed, soils infiltration rates shall be provided. 4) Show any Temporary Erosion and Sediment Control (TESC) measures proposed for use during construction of the project. 5) Please indicate on the plans that the driveway is to be paved. Federal Way Revised Code (FWRC) Section 19.130.120(2) requires, at a minimum, that the first 40 -feet of the driveway shall be paved. The pavement shall extend to the 1: vcsdc`,.docs`+savey 126537 17013.doc 0 0 edge of new roadway, if required (see item #4, below). A City right of way permit is required to construct this part of the driveway. Right of Way permit materials are available from Kathleen Messinger, Engineering Technician — (253) 835-2725. 6) According to Federal Way Revised Code (FWRC) Section 19.135.040, street improvements, per City standards, are required in SW 320t` St, along the property frontage. Improvements could include, but may not be limited to, pavement widening, curb, gutter, sidewalk, and planter strip with street trees. However, FWRC Section 19.135.070 also allows the applicant to request modification, deferral, or waiver of the required improvements. If the applicant chooses to make this request, please submit a written request per the enclosed handout — Right -of -Way Improvement Modification Request. Due to the size of Appendix C - Small Site Drainage Requirements, we cannot include a copy with this letter. However, you can find it on-line at: http_/Lwww.kin cco. n�.govlerwironment waterandland/stormwater/documentsJsurface- water-design-manual aspx. Planning: 1) All setback, height and lot coverage standards are met. 2) The future garage meets setback requirements. If you are intending to service it with a separate driveway off of SW 320"", check the feasibility of this with the City's Public Works Department. If you will branch off the one proposed driveway that should not be an issue. You will need a separate building permit when you are ready to construct the garage. 3) The site plan provided does not show a tree retention and/or replacement plan as required by FWRC 19.120.040(2). The tree retention standards require each development to maintain a minimum tree unit density. The minimum tree density in Single Family Residential (RS) zones is 25 tree units per acre. The subject property's required tree density is 63 tree units (25 tree units x 2.5 acres = 63 tree units). A tree unit is a value assigned to existing trees retained on the property. The larger the tree, the greater value it is assigned (e.g. an existing tree measuring between 18 inches to 24 inches in diameter at breast height qualifies as 2.5 tree units). Required tree density can be composed of retained trees and/or replacement plantings per FWRC 19.120.130. Given the large size of the property, we will not require a survey of all existing trees. Please show clearing limits and verify that a minimum of 64 tree units are retained on-site, outside of clearing limits. Due to the large number of trees on site it does not appear you will have difficulty meeting this requirement through L\csdc' docs`save',12653 717013.doe • LJ retention, but if you need to re -plant to meet the requirement, please show location, size and species of replacement trees. Please revise the site plan as necessary, provide the additional requested information, and re -submit 5 copies of the revisions. If you have any questions on the Public Works comments, please contact the undersigned at (253) 835-2734, or via e-mail at kevin,Peterson@c tyoffederalway.com. For questions on the Planning comments please contact Planning Manager Isaac Conlen at 253 835 2643 or isaac.conlenCu offederaiway.com. Sincerely, Kevin Peterson Engineering Plans Reviewer KP/3o Ends. cc: Project file Day file Isaac Conlen 1:lcsdc docs,save'k 12653717013.doc • 4!F CITY OF Federal Way RESUBMITTED DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8" Avenue South MAY 14 2014 Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 CITY OF FEDERAL WAY www.citvoffedcralway.com CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Pleasenote: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. "" ANY CHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: 11 -- 10 r '� It (7 — 00> cl) 'Q r--� Project Name: 11-3,+;v,, os,--> /4f s -,,-o 6,g Project Address: Project Contact: 72 L"U� Phone: 253 2 3 z G3 �Z RESUBMITTED ITEMS: # of Copies *" Detailed Description of Item Dept/Div 04 2- Building_ Planning PW Fire Other * * ** Always submit the same number of copies as required for your initial application. ** Resubmittal Requested by: toff Member) Letter Dated: �J RESUB #.• OFFICE USE ON Y Distiibution Date: '� (� ¢ By. a —:� Dept/Div Name # Description Building_ Planning PW Fire Other Bulletin #129 — January 1, 2011 Page 1 of I k:\Handouts\Resubmittal Information Public Health - Seattle and King County Site Design Application Form for Individual On -Site Sewage System (OSS) Submit 5 copies of application with 4 copies ofplans) Approximate Site Address: Name and address of property owner u Recor I D, umber ON artin., ATTACH A Dse Qdly ETAILED ROUTE/ DIRECTION MAP FOR LOCATING THE PROPERTY. Applicant Street Address 110 , mD 2c, S&-::111 / Name f f �usC� �'i�RL=C. I City -Zip Code _ � i ��% Phone :�C�b• 11-j.-��� Last First r6o'4- 3 Designer Street Address pj2 13c,,e p 1�Zt�� - �U City -Zip Code - C 3 . '3 Phone 3r C► ic/E THIS 1S NOT A PERMIT PROPERTY INFORMATION: Legal Description Attached ❑ Parcel # (APN) I 1 I CTI vZ I i I O I jI '7. I ©.I (t ( Section: t , u Township:Range: L-11 Subdivision Name: I I Lot: I _� Block: t - -1 1� Property Size I 1I ( 10 S4• ft. Acreage:v( �� � Rural Area ❑ Urban Area R Distance from property line to nearest sewer: L3I 3 lc) I + I �,4,( Wafer Supply U (IP) I = Individual Group B Supply Group A Supply >1000 Group A Supply <1000 Public Water Supply Name: I GIT g 'Q (=t4 (44 IID# L I Sensitive Area: (Y?N) If yes, specify U (L,W,O) L = Landslide W = Wetlands 0 = Other SYSTE INFORMATION: 'New Repair Design L__j Correction of OSS Failure? U Y/N Detailed Pians Attached (4 sets) Lyj YIN --------------- i_ Type of Building I ( IS j SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: I I 1 — [_? JD�' G = Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other Dates Sails Logged: Sail Logs Data Attached: (Min. 4/fot) f YM Layer Depth to Watertable or Restrictive + P y 13 Iy I Inches Maximum Slope in Drainfie Id/Reserve Area L7j % O10to Thi 91r4e check C MPny 1-999•724-3257 x ftfleschedWCW 0 GREGORY A: BARUSO%-2t125o 3311042ND 13 8 texture Type (1A-5) `�y hold. ewscr4xr�m FEDERAL WAY, WA 98023 t �bSPdecu996w 'tl'a �h Width 3 �% (253) 838-8265..-1 DA; �� f� Inches age Grinder U Y/N PAY TO THE inches 0= J ' i ed in this application. Non-compliance may O BANK OF AMERICA N.A. VALUED CUSTOMER SINCE 1976 .W Date: GEORGETOWN 025205 L ' - ' _ WASHINGTON - �����`ED INSTALLER UNLESS LEMC(I 1:1 2 50000 241: 4452546611' 3181 Photo by Eddie M. Sperling ❑ Pre -construction meeting required between designer, Installer, builderprior to permit Iss APPROVAL OF THIS DESIGN APPLICATIONLS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUT PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. TH El SHALL NOT8E CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSU THIS APPLICATION EXPIRES TWO YEARS FROM BATE OF APPROVAL l DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Any person aggrieved by any deasion or final order of the Health Officer may file a written application for appeal to the Health Officer within 60 calendar days of the date of the above decision. (Title 13, KC.B.O.H. Chapter 13,12 — Sewage Review Committee). CS 13.15.97 Rev.7i21/00 WMIA, 01 2014 ASTGATE ,AE?CEVED APR 0 11 2014 �QF FE ERAL WAY 0 0 COLE SEPTIC DESIGN, INC. Septic DesjgwServices Agreement CUSTOMER NAME 610re!� 4- !SA,,aAVN pjjoNE :,,'040 SITE ADDRESS CitV State Zip , MAILING ADDRESS 3'31110 07---4 I('differcnt than chow '— C it' PARCEL NUMBER 10 d:qo 31 T a AccounlV'umber LEGAL DESCRIPTION (MaY, be iwfached) WATER SUPPLY a PRIVATE (Orarked, ptea7e artach thw'e items fisted Mmw) N Well Log. N All Covenants a Bacteria Analysis heroical Tarsenic) 'Pests (nitrate & arsec) ; C ,L,'BLTC WATER t marked pleti've answer the ftem'F t�00w) 4 Name of Water S%, lem a ID Number K- 0 1 efter of Availability (Must alloch) State _,,'3 A(_ Zip e.'(0 SITE PLAN or SKVTCH WITH WEASURVINIENTS (house, driveway, well etc.) q)jeaw arwrio ACCURATE SURVEY Yes 0 No J Cole Septic Design bears no tin accurate and uji-to-date survev eple1zvett,,jj), CRITICAL AREAS Yes U No )d If "yes, shvilprovide CSD with do'cumentali011 Provilig Coul:11'approval, CSD is not reFI)ORSibleleer Providing welland and&)r geological simliev. The a copy of tile Critical Area Devignation or Checklist (Pkase il(Iach) NUNIBER OF BEDROOMS � - SQ. Fr. ��- I o PLEASE I-DENTIFY ANY WATER WELLS LOCATED WITHIN 100 FEETOF YOUR PROPERTY LINES Yes U No )t COLE SFI'I'IC DESIGN - I - By signing below. you ("Custorner-i acknowledge that you have read., understand, and agree to enter into this Septic Design Services Agreement ("Agreement`*) with Cole Septic Design, Inc. ("CSD") tinder the terms and conditions stated herein, Scope of Services. CSD agrees to perform certain preliminary site evaluation, design application and submittal. and other design procedures or county required work ("Work") specified below on the Property, substantially in accordance with the terms and conditions hereof. CSD will provide the following services: ... . ..... .... additional work and will result in additional costs to Customer. All other work not listed is considered CUSTOMER UNDERSTANDS AND ACKNO1,X'LFDGES THAT ANY WORK DONE BY CSD, INCLUDING THE EXCAVATION OF TEST HOLES AND SOIL LOGS, IS INHERENTLY DANGEROUS TO ANYONE OR ANYTHING CUSTOMER ALLOWS ONTO PROPERTY. CUSTONMER. IS SOLELY LIABLE FOR THE SECURITY OF T14F, PROPERI Y. j!rWmti n for the Work. fhe Customcr shall be responsible for the condition of and all preparation of Q 11.1 —.1- Work. the Property site necessary for CSD to enter the Property, conduct any preliminary site evaluations and othem,,ise pertbrin the Work. The Customer shall also be responsible for obtaining all governinental permitting. Tice responsibilities of Customer shall specifically include the following. g g 1.1,2 Criticgl,AreaDzs�. The Customer shall be responsible for obtaining any critical area designation from the Department of Development and Environmental Services (DDI.,S) necessary with respect to the Property and performance of the Work, 1.1. Letter of Water Avai'1114�tft. The Customer shall obtain a letter ofwater availabifity from the Customer's local water supplier if a public water supply is used. The letter of water availability shall be included with CSUs preliminary site design, In the event a Private well is proposed, all well covenants should be signed, notarized. and recorded at the appropriate county recording office, and submitted with CS11's preliminary site design. The Customer shall be required to obtain any installation permit tbr any private well. and arranging for any well log, bacteria tests, and any chemical tests, 1.1.4 Design �iqbmittal. The Customer shall obtain all necessary documentation for inclusion with the design submittal after the preliminary site evaluation by CSD. 'his may include. in addition to the critical area designation and letter of water availability noted above, recorded well covenants. site plan survey and other supporting documentation. Until this necessary dc'#curnentation is received by CSD. CSD will not schedule the project for design completion and subin it taL 1.2. Safetj. The Customer ackn,)% ledges that it has exclusive control of the Property. Accordingly, the Customer shall be responsible for assuring that all proper -safety precautions are taken to prevent injury to any person andior property related to any and all soil logs/test holes required for the soil studies of the Property, and Customer shall take all steps necessary= to safeguard Customer's Property. the test holes. and to protect those who enter Customers Property, whether invitee or licensee, including but not limited to CSD, its owners, employees, and agents, 1.3. Access. lhe Customer shall provide CSD free and clear access to the Property during normal business hours so CSD can perform necessan; Work, Customer shall maintain free and clear access to any soil logs/test holes required for soil studies, and assure that such test holes remain at the appropriate depth and condition for inspection. Customer shall be charged a fee for any test holes that must be re -excavated or repaired for any reason including to ready the Property for inspection by the appropriate authorities, 1.4. Backfill. The Customer shall be responsible for backfilling any and all Lest holes inane by CSD after the appropriate authorities have inspected the test hotel ,soil logs. 1-5. Recording Ieg4j_Docurnents. The Customer Shall he responsible for recording all legal documentation with the appropriate agencies unless otherwise agreed upon intivriting by both Customer and CSD, Additionally, COLE SEPTIC DESIGN Customer shall deliver copies of all necessary recorded documents to CSD to proceed with the design or release the stub -out and proceed with the as -built process. 1.6. 51&u9_eJease- The Customer shall contact CSD at least tweet, (20) days Prior to stub release to permit sufficient time for CSD to transt�r any necessary documents to the Customer. CSD shall not be responsible, for any delay caused by the failure of Customer to provide such notice, 1.7. L_'qtn.Ipetg�Lpe,g_jgn. customer is responsible for obtaining all supporting documentation in appropriate — _ form and turning copies of such documentation over to CSD in a timelN, manner, Upon receipt of such documentation and satisfaction of all of the abo,te. CSD will submit its completed design as well as all supporting documentation to the appropriate local. -state, or federal agency, 2. lCu-tomer Representations and Will-rantics., Customer represents and warrants that it has the proper authority to permit CSD to enter the Property, and where necessary, excavate test holes and perform soul profiles - a. CSD Representations and Warranties CSD represents that it is a licensed and bonded contractor, 4. Aulhoritv Rcsoonse. CSD ruakes no representation or warranty that the Work will result in Customer receiving a favorahle decision by any appropriate authority. 5. Film2- CSD is not responsible for the fifing or submitting of any plans, documents. letters, designations, or other materials with any local, state. or federal agency unless CSD affirmatively, I in writing, and with specificity states that it takes on such responibilitv, 6. De lays. CSD shall not he responsible for any delays caused by governmental agencies or entities in conducting inspections, processing tests, and returning any findings, Furthermore, CSD shall not be respom'Jible for the conditions ofthe soil, or its ability to complete the Work by a certain time due to circumstances beyond CS )'s control such as weather or govem.ment involvement, 7. Express and Implied Warranties. No express or implied warranties, guarantees or representations are given by CSD, its agents or employees, as to (a) the safety. security, or stability of any test holes, or (h) any federal, state, or local laws and regulations regarding soil testing and the processes and procedures related thereto. Customer is responsible for complying with all federal, state, and local laws and regulations regarding soil testing and the processes and procedures related thereto, as well as the Customer is responsible for the safety, securit'%, and stability orany test holes made by CSO. CSD disclaims and Customer waives any implied warranties, guarantees or representations of safety, surity, stability, or fitness for a particular purpose and this Agreement does not create any contractual duty for CSD to increase or maintain li2fCtyj security or stability. 8. lindernnifiteation. TO THE FULL EXTENT PERMITTED BY APPLICABLE LAW, THE CUSTOMER SPECIFICALLY AND EXPRESSLY AGREES TO INDEMNIFY, DEFEND AND HOI D CSD, CSD'S OWNERS, CSD'S EMPLOYEES AND AGENTS HARMLESS FROM AND AGAINST ALL SUITS. ACI IONS, PROCEEDINGS. CLAIMS, DEMANDS, JUDGMENTS, DAMAGES, PENALTIES, FINES. AND E X-PENSES BUT NOT LimiTED TO (INCLUDING B ATTORNEYS FEES. COSTS, AND INTEREST), ARISING OUT OF: i ANY ACT, OMISSION. FAULT OF CUSTOMER OR CSD, THEIR OWNERS, EMPLOYEES. AND AGENTS IN CONNECTION WITH OR INCIDENT TO THE PERFORINIANCE OF THE WORK; ANY INJURY TO PERSON, PROPERTY OR THE ENVIRONMENT ARISING OUT OF OR IN CONNECTION WITH TI JE PERFORMANCE OF THE WORK; ANY FAIUJRETC_� COMPLY WITH ALL APPLICABLE LAWS. ORDINANCES, RULES, REGULATIONS, ORDERS, LICENSES, PERMITS. OR ANY OTHER REQUIREMENTS OF ANY GOVERNIMENTAL AUTHORITY OR TO SECURE ALL LICENSES OR PERMITS: ANDiOR, ANY LIENS, CLAIMS, OR LAWSUITS ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF "THE WORK,- EXCEPT FOR ANY GROSS NEGLIGENCE OR INTENTIONAL MISCONDUCT ONTHE PART OFCM), 9. —fal"Ielit, Customer shall pay CSD in full and in advance of CSD commencing the Work, Any sums not timely paid hereunder shai I accrue interest at the lower of (a) 10% per annuni or (b) the highest rate allowable by law. COLE. SEP11CDESIGN .3- 10. Additional We " rk and Costs. Any additional work and costs, including but not limited to, changes or revisions due to a Disapproval or Hold Letter, as well as to site preparations or appeals upon a Disapproval to the Review Committee will be paid for by Customer in advance of any work being, performed by CSD thereon, 11. Miseglialleous. 11,1 titles' ' and C4pjj�. Section titles and captions in this Agreement are inserted as a matter of convenience and for reference and in no way define. limit. extend, or describe the scope of this Agreement or the intent of its provisions. t 1.2. Entire This Agreement constitutes the entire Agreement and understanding between the parties. No part of the A&wement may be altered in any way except by written agreement by both parties. Any oral representations or modification of any part of this Agreement ree nt shall be of no effect. If any provision of this Agreement shall be determined by a court of competentjurisdiction to be invalid, illegal. or uneutbrceable, thai portion shall be deemed severed front this Agreement and the rem.aining parts shall remain in force as though tile invalid, illegal (it Unenforceable portion had never been pari of this Agreement, 11 -4. A-ulho�j ty. Each party warrants and represents to the other that it has full Power and authority to enter into and perforin this Agteeilient, the execution and delivery of this Agreement has been authorized by all necessary action: and this Agreement constitutes a legal., valid.. and binding obligation of the parties. I — I It. applicable L;kwt%etroue. phis At and the right,; and ohligations created hereunder and in the Agreement shall be construed under Washington Jaw and the venue ol*an-,, action in connection with this Agreement shall be in King County, Washington. 11.6. Termination. Either party may terminate this Agreement by giving thirty (30) days advance notice to the other party. If CSD terminates this Agreement, any monies paid to CSD by Customer will be returned to Customer within fifteen (15) business days, less ftinds for services, already tendered (as determined by CST.) in its sole discretion). Any termination by Customer within five (5) days or less of work commencing will result in a forfeiture of all funds already paid by Customer to OR 11.7. force Maic . Any delays in the performance of any obligation of CSD under this Agreement shall he excused to the exlent that such delays are caused by war. national emergencies, natural disasters, strikes, labor disputes, utility failures, government relations, riots, adverse weather and other similar causes not within the control of CSD, and any tine periods required for performance shall be extended accordingly. 11-8. t!Lqjq-Mption. This Agreement or any section hereof shall not be constmed against, any pam.- due to the fact that dic Agreement or any section hereof was drafted by said party of their legal counsel, 11.9. Attorneys Fees, If any legal action or appeal is initiated by any party to this AiTeement to enforce any of the provisions hereof, or any party shall retain an attorney to protect its rights hereunder, including in any action in bankruptcy. the prevailing party shall be entitled tojudgment against the other party for all reasonable costs and expenses, including attorney's fees, incurred by the prevailing party in connection, with such action, appeal or bankruptcy COLE SEP11C DESIGN -4- 0 • May 08, 2014 Mr. Scott Sproul Assistant Building Official City Hall 33325-8 1h Ave South Federal Way, WA 98003-6325 (253)835-7000 Project: The Baruso Residence File # 14 -101619 -000 -00 -SF; BARUSO Dear Mr. Sproul, Enclosed are the additional information as you requested per your review comment letter dated April 30, 2014. SHEET A2.1 Item 1, 2, 3. 50 CFM fans are shown on in Master Toilet Room, Powder Room and Laundry Room. Original plan show 90 CFM for these rooms. Item 4. Using kitchen exhaust fan and vented windows. Item 5. Notes for rated door is shown on plan. Item I and 2. Smoke detectors were shown on the plans in side and outside the sleeping rooms. Item 3. 50 CFM fans are shown on in tub and toilet Room. Original plan show 90 CFM for this room. Item 4. Additional attic accesses are shown in master walk-in closet and bedroorn closet. SHEET A4.1 Item 1. See sheet S2. 1, it shows 11 7/8" TJI @ 16" O.C. Item 2. Vapor barrier, 6 mil polyethylene with 12" minimum overlapped at the joints. Item 3 See attached from the TJI manufacture for second floor TJI installation details. 0soID1DYsm,W Item I and 2. See sheet A5.3 for stairs details. RESUBMITTED Item 3. See attached detail B on sheet A4.1 showing guardrail details MAY 14 2014 CITY OF FEDERAL WAV CDS SHEET S2.1 is Item 1. See detail 15 on attached sheet S5.1. The TJI floor joists are resting on 2x6 treated plate. No hangers. Item 2. It is shown on the plan access to crawl space below the hobby room. SHEET S4.1 Item 1. See detail "A" on attached sheet A4.3 Item 2, 3 Over -framed and roof framing plan shall be provided by roof trusses manufacture. Contractor provides shop drawing from truss manufacture. They are going to be mailed separately. Item 4. Footing drain is shown on details 1,2 and 15 on attached sheet S5.1. SHEET S5.1 Item 1. Use Simpson Hanger LUS 28 it is added to detail #1 on the plan. Item 2 and 3. Deck ledger and fastener is added to detail #1 on the plan. Item 4. HITLI fasteners is changed to (2)'h" x4'/z expansion bolts, see attached plan sheet S5.1. Item 5. It is added to detail #2 on attached sheet S5.1 OTHERS Item 1. Use high HVAC under 3b and efficient water heater provide 1.5 credit. Item 2. See attached exterior elevations for safety glazing location. Item 3. All 4x10 headers shown on plans are install with 2" insulation in 2x6 exterior wall. There are 3 location where it is called for 6x10, this can be changed to 4x14 header with 2" insulation. It is added to the plan on sheet S4.1. Item 4. See attached sheet A5.2 for window flashing details. Item 5 Framing hardware are shown on plans. Item 6. Second floor framing is on sheet S3.1 Item 7. It is a typo, there is no sheet S2.2 Please do not hesitate to call me at 253-232-5342 if you have any questions. Sincerel T on c. Fat -boy Construction 0 0 CITY OF V Federal April 30, 2014 Toni Re Fatboy Construction Inc. PO Box 44429 Tacoma, WA 98448 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 Way (253) 835-7000 www at/affi--kfaiWay. rorn Re; File # 14 -101619 -000 -00 -SF; BARUSO *NO SITE ADDRESS* Dear Nis. Re: I am unable to complete the plan review of the above -referenced project until I receive additional information regarding, but not limited to. the following: Sheet A2.1 1. Show minimum 50 CFM fan in master bedroom toilet room. 2. Show minimum 50 CFM fan in powder room. 3. Show minimum 50 CFM fan in laundry room. 4. I -low will the home receive fresh air per WSEC 2012 403? 5. R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other Openings between the garage and residence shall be equipped with solid wood doors not less than 1 318 inches in thickness, solid or honeycomb -core steel doors not less than 13/8 inches thick, or 20 -minute fire -rated doors, equipped with a self-closing device. Amend the plans to add this note. Sheet A2.2 Smoke detectors shall be shown inside sleeping rooms and outside sleeping areas (IRC 314). Amend the plan for compliance. 2. Show carbon monoxide detectors outside sleeping areas (IRC 315). Amend the plan for compliance. 3. Show minimum 50 CFM fan in tub toilet area. 4. The plans detail access to the storage area, but not to other areas of the attic. Show location of attic access (IRC 807.1). Sheet AU 1. Could you direct me to the location on the plans where you identify the type of floor joist to be used on the first floor'? 2. The plans note vapor barrier in the tinder floor, but do not specify what is being installed. Amend the plans to be specific as to what is going to be used. 3. Submit the manufacturer's installation instructions for the T.11 pro 360 joist for the second floor. Sheet A4.3 1. No information has been provided for the constructing of the stairs and landing. Show riser and tread dimension requirements per IRC 311.7; specify all framing material and framing hardware. Please provide complete framing details. Ms. Re April 30, 2014 Page 2 2. Provide details for handrails per IRC 31 1.7.8. 3. Provide guardrail details per IRC 312.1. Sheet 52.1 1. At the footing line C. provide a section cut detail for where the joists are perpendicular to the foundation wall. All joist hangers shall be specified by manufacturer and model number. 2. Provide under -floor access to the underfloor at the exercise room and hobby room location (IRC 408.4). Sheet 54.1 1. Provide complete framing details for the 2 x 12 roof area. All rafter hangers shall be specified by manufacturer and model number, show all venting requirements, and blocking requirements. 2. Provide roof framing plans for the over -framed section of the roof, such items as all -valley nailer and rafters. 3. All framing hardware shall be specified on the plans by manufacturer and model number (IRC 106.1). 4. Provide a footing /foundation drain around the home (IRC 405.1). Amend the drawings. Sheet S5.1 1. Detail 91. All framing hardware shall be specified on the plans by manufacturer and model number (IRC 106.1). 2. Deck ledger shall be provided with flashing per IRC 507. Amend the drawings. 3. Provide information for attachment of deck ledger to the home (IRC 507). Amend the drawings. 4. Detail 93. The detail calls out a Hilti .Power fastener. Please be specific as to the type of fasteners, such as nail size. 5. Detail #2 at right side of entry shows a condition for the joist to be set down inside the foundation wall. I could not locate a joist detail for when the joists are perpendicular to the foundation wall. Provide a framing joist detail. Other Building Comments I . .Please revise the energy compliance form for energy credits. Homes over 3000 sq. ft. are required to provide 1.5 energy credits. The compliance form has only noted efficient water heating and this only provides 0.5 credits. 2. 1 identified on the plans all windows required to have safety glazing per IRC 308.4. Amend the plans for compliance. 3, Provide a hzader detail for the R-10 ridged insulation requirement of WSEC 2012. 4. Provide window flashing details per IRC 703. 5. All framing hardware shall be specified on the plans by manufacturer and model number (IRC 106.1). 6. Provide second floor framing plans. T Provide missing plan sheet S2.2. The purpose of this plan review is to verify code compliance, to the extent possible and reasonable, given the information provided on the plans and the city's plan review resources and capabilities. In no way does any city approval constitute a guarantee of code compliance; authorize any work in violation of any applicable codes; or relieve the owner of responsibility for complying with pertinent codes and ordinances. Provide 2 sets of the corrected drawings, and complete the enclosed resubmittal form. Plans requiring engineering must be stamped by the engineer and be accompanied by the engineer's calculations. I will review the resubmittal as expediently as possible. 1G-101419 D. I. D. 654776 CERTIFICATE OF WATER AVAILABILITY TACOMA WATER PART A - TO BE COMPLETED BY APPLICANT PROJECT ADDRESS: 51)0( SW 320TH ST, FEDERAL WAY, WA 98023 APPLICATION NUMBER. 20000124871 SUBDIVISIOWPROJECT NAME: PROPOSED NEW SFD PARCEL: PA1021039031 Proposed Water Usage: of connections) Customer Type: RESIDENTIAL Is there an Auxiliary Source of Water on the Parcel? NO om 1, the undersigned, or my appointed representative have requested the following purveyor to certify willingness and ability to provide the indicated service. I have read and uncerstand the information provided by the water Purveyor on this oertificate, and acknowledge that the proposed project may require improvements to the water system which would incur my financial obligation. Prior to final approval for construction of the water facilities, it is understood that a legal contract between myself and the water utility which specifies the term of water service, operational responsibilities, and financial obligation may be required. NAME: GREGORY A BARUSO SIGNATURE. - ADDRESS: 33110 42ND PL SW CITY: FEDERAL WAY STATE: WA ZIP. 98023-2667 (Please ensure that the above is completed PRIOR to submittal to Tacoma Water) PART 8 - TO BE COMPLETED BY WATER PURVEYOR Water System To Provide Service CITY OF TACOMA State I D# 86800N Equivalent Residential Units: The proposed development is within Our approved water service area. This water utility will be providing service. Approved number of connections: N/A. Number of Current/existing users- NIA Water service will be provided by. - Existing source capacity 164 MGD Existing Storage: 141 MG Direct Conner -ton to approved. existing water main -'Me customer is not a1lowed to install their water service pipe parailal to and 1175icte a Pierce County Right of Way. Obtaining an e"ent&ftt/Permission to install your water service pipe on acyacent private property maybe an alternative to constructing anew water in, Contact T&COMa VA ter for defallslrequiren�ents for construcEng a water marn, — me Are Water System facilities approved in accordance to DOH requirements? YES, Water service wilt be made available to this project by (date): WA. The date that A4 -19-f W"-1-99 is made MMf�al L4 determined after the customer fn Qptq the DZQU!Lemenis for service as indicated by the Water Q�iv*jM in acc"r gde !LM and upon receip of apk1i_q �bl Permits,-v-qQ wit QU UCENM,,Ly A PvRiD8 444 v CITY OF FEDERAL WAY 0 0 TO CERTIFICATE OF WATER AVAILABILITY TACOMAWATER PROJECT ADDRESS: 61XX SW 320TH ST, FEDERAL WAY, WA 98023 APPLICATION NUMBER: 20000124871 SUBDIVISION/PROJECT NAME: PROPOSED NEW SFD PARCEL: PA1021039031 FIRE FLOW INFORMATION: FOR ALL RESIDENTIAL PROJECTS, WATER MAINS: * Location of nearest main capable of supplying at least 500 GPM: 53RD AVE.,SW If not in street at front of property, distance from property to above main is: N/A feet. Page 2 Distance from centerline of property frontage to nearest hydrant measured along routes of fire apparatus travel is: 125 ± feet_ THE AMOUNT OF AVAILABLE FIRE FLOW INDICATED ABOVE IS IN ADDITION TO REQUIREMENTS FOR NORMAL DOMESTIC MAXIMUM USE. A WATER SYSTEM VICINITY MAP WHICH SHOWS THE WATER MAINS AND HYDRANTS SERVING THIS PROJECT IS REQUIRED FOR ALL PROJECTS. A contract has not been signed with the applicant for water service. The above information is an accurate account of the existing or necessary water system facilities. FOR PRELIMINARY SHORT PLAT OR SUBDIVISIONS: We understand that this document in absence of a legal contract, constitutes a certffication of willingness and ability to Provide water service subject to the conditions noted, WATER PURVEYOR- CITY OF TACOMA, T,P.U., WATER DIVISION. DATE.- 08/0212012 SIGNATURE: TITLE. Z FOR FINAL SHORT PLAT, SUBDIVISION, BUILDING PERMIT, SEPTIC DESIGN: WATER MAIN ONLY APPROVED FOR FINAL ACCEPTANCE, NOT PRIVATE CONTRACT ACCEPTANCE We the undersigned water purveyor, certify that we will assume full operational and maintenance responsibility for the above water system which has been designed, approved, and installed in accordance with Washington Administrative Code 246-290, RCW 90.44 (Water Rights Permits), Pierce County Code 17C.60, 165 and 19D.130, and an approved water system comprehensive 'Dian. WATER 4TY OF TACOMA, PURVEY0Z T.P.U., WATER DIVISION. DATE. 08/02/2012 SIGNATURE - e0,/, TITLE: This certificate Is valid for a period of THREE YEARS from the date Of Issue solely for the specific propertyiproiect Indicated. Changes in the number of Jots and/or use will require re-application by the applicant evaluation by the department and Issuance of a now certificate. (Board of Health Resolution No, 2001-3282 - Land Use Regulations) THE ABILITY- to PROVIDE SERVICE IS P9LiLN_MT ON PIERCE COUNTY'S WILLINGNESS TO RgBIgIT THE INSTALLATION. WHICH MAY _CUTE qR INCLUDE TING TH-- _IVINGSURFACEqFTHE STREET, • 31845 ' `, 1iNT G DLA 15 5 25 i7 38 31806 � 11 31806 31$49 0' 31$1& 31$39 g- 15 z 14 to G� r . � i 7 14 31826 31904 ,_ ' 31$36 1901 3181Ci y 3181 1 } 12 $ 13 D A S _ ».N T PARK T 0 ,t t ? g 12 31846 31821 31920 31856 31931 39# 31,930 10 QQ iG 11 5i/(� 59 2 , jar 34 {SRP — — — — — 2 4a 43 _ Gc�.3s�o — — — — — -- — _ ff 71* Daml—M a' S "Ide, W4 98!47 Offt.,%Ml Mo. -Fo 30 O.M. t. 4," Pm, 2G' -2W-,= TTY AftWWAW A. t8WAP"sW . . .... ............. . . ...... .. ... 785.38 SM TPM Ttl 39-296W 38-.95 FT, TH N W 4,75 =T 74 N W-39�." 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Krrag Ctwrzty �}te14 �t as rw�bi+i toF any 9'aT+�ii' spac.a ^arcecy 7zp�+ee,tet. n- censegvenE�s a ttsmages =nnudtrrg, tut no#fttnrF tp, 7Os5<auenees arsoSt ahsfiis resv,g from theca a+' m..rsuse a! e3^srmeaoc cOrrtamed ¢rn tl+rs a- Ary5fa o4 aza King County 6hes map pr rdpm:RE.Ort as iR�s anap pmhtbiie4 axcea.° wntten oermrssroa+ of ring Ccue;y. 4i0��::f"Xr"A1d Sc�rre. Ktng County sMAF . p.aRer^r �'om�a.�iur tiR.p `tw,tea.!��etr;K� �ov�45`sAk�4R� AkC" OF Federal Way August 9, 2012 Shawn M. Baruso 3311042 Id Place SW Federal Way, WA 98023-2667 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 '253) 835 -7000 www. cOnffederahvay corp R , E: Permit #12 -103550 -00 -AD; CRMCkL AREA VERIFICAMN LETTER Bariuso; Parcel #102103-9031 Dear Mr. Baruso - On August 1, 2012, the City of Federal Way's Department of Community Development Services received Your request for verification of any critical areas located on the above-mentioned Property, Parcel #102103-9031. After review of the subject parcel and the City's critical areas maps, staff has determined to the best of our knowledge that there is no evidence of any critical areas affecting the above - referenced parcel. Please do not hesitate to contact me should you have any further questions. I can be reached at 253-835-2634, or Kennith-GeorgeCa)cityoffederalway.com. Sincerely, ,IY -Kenrdth George Planning Intern 3m TD -M926 RECEIVED CITY OF APR 16 2018 '�. Federal Way co UNITY MEM. .. Permit number: Permit Extension Request Owner/Agent: (print) Owner/Agent si PERMIT CENTER 33325 8th Avenue South Federal Way; WA 98003-6325 (253) 835-2607 www.cityoffederalway.com Scan and Email to: permitcenter(a.,citvoffederalway.com � Mail to: 33325 8"' Ave S, Federal Way WA 98003 Fax to: 253-835-2609 � Phone number: Zj) - --- �2-- L Date Email: (PU,7 :� (4 '� (2 Has work been started? Yes ❑ No Is it ready for next required inspection? ❑ Yes 0 L f) No How much is left to be completed? / t�;) % Please provide a brief explanation indicating that circumstances beyond your control that have prevented, you from taking action on this permit: If you have any questions, please call 253-835-2607 � �55 2— &2",�— �o (LO) `CITY OF Federal '5�Lto �01-11 -5� RECEIVED Way OCT 25 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Permit Extension Request PERMIT CENTER 33325 8th Avenue South Federal Way, WA 98003-6325 (253)835-2607 www. cityoffederal way. com ✓ Scan and Email to: permitcenter(a,cityoffederalway.com ✓ Mail to: 33325 8r'' Ave S, Federal Way WA 98003 ✓ Fax to: 253-835-2609 Permit number: /zf —101 [G? / q �o Owner/Agent: Owner/Agent Phone number: Z;3) z - -E 2 L-5: I Email: Has work been started? �Yes❑ No Is it ready for next required inspection? ❑ Yes No How much is left to be completed? % 2 Please provide a brief explanation indicating that circumstances beyond your control that have prevented you from taking action on this permit: If you ave ny questions, please call 253-835-2607 F I W M Lr) I NI 13:1 /4( -/0/& /f S89°39'29"W 387.65' — — — — — INSET LINE (SEE SITE PLAN) \ z 0 z \\ : ROPOSED PRIMARY & RESERVE DRAINFIELD AREAS \:\ \\ illlillll:Ilillli I111111illallilli I 1 4 80 APPROVED I GRAPHIC SCALE 1" = 40' SEATTLE -KING COUNTY I o ° \ — —UTURE SHOP LOCATI DRAINFIELD CONTROL POINT SET RE -BAR NO CAP EL. 196.73' ASSUMED \\� \\ EP r PUBLIC HEALTH \\ \\ EHE I ,1\x`,11`````,, I M �\ \ \\ 11C11111b m DAT'; I N :0 \\ \y\� . \\ ° a I \S-\ ,0 I �, A SIGNED 0 & M SERVICE CONTRA( i\\ \ SL o and A RECORDED NOTICE ON TITL:, PROPOSED 4 BEDROOM S REQUIRED AT STUB OUT RE eP,QL I o� ESL 2 RE�IPENCE I z FF. EL. 204.95' F) I 49Fc I TANKS �- ' 1 0 I ON - -- - -- -//-- ------ - - -- - - - - - ----� Y O� / �tvtt�� 'BAY J. COLE ATERLINE / d u•,,s �,�,c,Yg.e5. S89°39'29"W 387.65' SW 320th ST. ROPOSED WATER METER FROM THE CITY OF TACOMA WATER DISTRICT COLE SEPTIC DESIGN P.O. BOX 1040 ENUMCLAW, WA. 98022 (360)825-1965 fax(360)825-8812 MAY 2 3 2014 0 CITY OF FEDERAL WAY CDS PROJECT: OSS DESIGNED FOR: GREG & SHAWN BARLISO 5224 SW 320th ST. PARCEL# 1021039031 SCALE 1 " = 40' DRAWN BY: 5100107 DATE: 3/26/14 DRAWING# 14-32-D t ----------------------------------------- ------ CLEANOUT ! MONITOR PORTS TYP. INSET LINE (SEE PLOT PLAN -- ESERVE DRAINFIELD 996 LINEAL FEET DRIP \\ 1w\\ I I I I I I I I I I I IRRIGATION PRECEDED BY MICROFAST .75 PRE - \\N SL 6 \ \ \\\ j I I I I I :III I I TREATMENT - DRIP LINE SPACING = 2.0' TREE TYP" I I I \\ \ O01 6AgN A. TREES TYP. X � - \ \ \ - \ 4�\ �l �a" . - Q 1p \�\ \.\ \\\ \\\\\\'� \\\\\\ 10 0 40 Eli LATERAL FEEDERS TYP. \\ \�� \ �v\ \ \ i , \ ` GRAPHIC SCALE 1"=20' VALVE BOX TYP. SL 7 \ \'- DIR TI " ' w PRIMARY DRAINFIELD AREA 318 LINEAL -- FEET PRESSURE DISTRIBUTION IN TYPE 4 SOILS. �p�ppr"U e \ \ O 3" CL. 200 PVC TRANSPORT LINE \ FUTURE SHOP LOCATION \, O \ 1650 GALLON RESERVE CUZ MICROFAST .75 TANK CCP 1650-2 LOCATION lL__t ------ ENCROACHMENT SL 3 F \ \ SL 1 O TREES TYP. vv DIR co STUB EL. 202.00' SL 2 RROPOSED 4 -BEDROOM RLSIDENCE 00 O o I FF. Et. 204.95' I a PANEL 1500 GALLON TANKS CCP 1500 ?� O ��� Al o� COLE SEPTIC DESIGN / P.O. BOX 1040 / ENUMCLAW, WA. 98022 — — — — — — — — — — — _!— — — — (360)825-1965 fax (360)825-8812 • — — — — — — —I RECEIVEL, 1 APR 0 1 2014 1 PA.STrATE PUBLIC HEALTH SOIL LOGS: 3-25-14 SL 1 0"-27" MEDIUM BROWN SANDY LOAM 27"-40" TAN SANDY LOAM 40"-45" CONSOLIDATED TAN SANDY LOAM - ROOTS TO 40" SL 2 0"-27" MEDIUM BROWN SANDY LOAM 27"-36" TAN / GRAY LOAMY MEDIUM SAND 36"-38" CONSOLIDATED SANDY LOAM - ROOTS TO 38" SL 3 0"-27" MEDIUM BROWN SANDY LOAM 27"-36" TAN / GRAY LOAMY MEDIUM SAND 36" - CONSOLIDATED SANDY LOAM - ROOTS TO 36" SL 4 0"-29" MEDIUM BROWN SANDY LOAM 29"-37" TAN / GRAY CONSOLIDATED LOAMY MEDIUM SAND ROOTS TO 29" SL 5 0"-22" MEDIUM BROWN SANDY LOAM 22"-41" TAN LOAMY FINE SAND - ROOTS TO 41" SL 6 0"-32" MEDIUM BROWN SANDY LOAM 32"-44" TAN / GRAY LOAMY MEDIUM SAND - ROOTS TO 44" SL 7 0"-26" TAN SANDY LOAM 26"-31" TAN LOAM - ROOTS TO 26" CLEARING NOTE: CLEARING WITHIN THE PRIMARY & RESERVE DRAINFIELD AREAS SHALL BE ACCOMPLISHED BY A LICENSED KING COUNTY MASTER INSTALLER. ANY LARGE TREES IN THE DRAINFIELD AREAS TO BE REMOVED SHALL BE CUT DOWN AND THE STWPS GROUND IN PLACE AS TO NOT DISTURB THE ORIGINAL SfTHIN THESE AREAS. PROJECT: OSS DESIGNED FOR: GRE=G & SHAWN BARUSO 5224 SW 320th ST. PARCEL# 1021039031 I I-�-ly SCALE: 1"=20' DRAWN BY: 5100107 DATE: 3/26/14 14-32-D �4' Upperrev Aree zsa2 s.F_ �,,; A` 189 39 29 W 387.68 m Upper Level Area 1 040 S.F. `z-,� U Go age 1 733 S.F. I +� T/� ]o Y Co "red FtrB-1 56 S.F. \ --,:� z Covered Back Porch 255 S.F. V v n, A I "rte �If f sery d Area mEES r v CLEARING NOTE, CLEARING m G wlrnERRlmwRvsREsenvE� COUNTELD MAAR ' SH IL IAN OMPLISHED BYARGETREES ATHLICENSED BRAID 20 )) \ to Ai O COUNT MASTER ,,, eR_ 'GE TRFESN H BRAID FIeI.D, �))))\\\\\\� \� AREAS T06Ea 10lED SHAILDE CU?DON.A ANO 4 5TUP AIS \ \ \\ S t Ce for LO$'On Control'" GROUND] PLACE STO NOT DISTURB THE ORIGINA_SOILS WITHIN T ,�r T �\ �� '0 �/ I THESE AREAS. Lr \1 Cleating "' �„c�, Unit �✓L�V^/�J� ; �a.a l 9Plosl�SpwBlack TYP 285.38 a \�` t 1 \ PRO SED46EDR OM I.� Po 285.38 Ro '4. rzonss F,L 194:_0,. p q I N A NIS) 0. Ca 36.35w I'm 6 \ .. + 1�J� Garage \ l \ , cos Trv. �. — - -' el Pad Clear Are ing o Limit k T,, t NI Silt Fence t r � � D,i,B.y Erosion Con�rol� - ,Clearin I Limit g I RESUBMITTED _—_—_—_—_ _— — _ __ ____ _ -------- f — —.---_ M--_—_—.—_—_— —.—_——_------------------ .—_-_— — w _—_ --_ — JUN 09201? ----.— - mw. -0" Poved Driveway SYi,C� (/ `A p q eF msnAL 9 neral Way Revises Cpge L�� I �F C Section o C REVISION: 06/03/14 �.. �it e for N89°39'29 "W 387.65'- PERMIT SET —I , Erosion Control --------------- -------------------------- -- -- — -- - North S.W. 320th Street StreetlmProementperctystnnd11ds NEW SITE PLAN Al .1� pp R germ way Re�eea code a `FWRC� Section19.135.040 i° = 20_0 OH N0: DRAWN TW DATE: 04/07/14 - ' INDEX OF DRAWINGS A1.0 COVER SEli NEIN SITE PLAN & A2.1 GEN'FA'._ C. AT MAII : L The Baruso R A2.2 Parcel 1021039031 A2.3 UPPE T 7 AN ROOF I. V A3.1 EXT�R ,. 2 A LIdS A3.2 EXTLIIOR \TIONS 52-- S,W. 320th Street A4.1 BDILL -, EL RS eraL Way, WA 98023 Fed_ A4.2 BU LONG SLC -,\S S1.1 GENE .IL I E ,0 D_ AILS S2.1 FOUNuA<) AAIN FOOR FRAMING PLAN 53.1 UPPE3 11 C R TZ! I I.N!O - IN BUILDING INFORMATION: 54.1 ROOF FRAMIN3 PLAN CONSTRUCTION TYPE: V B (2 Stories) S5.1 .DETAILS OCCUPANCY TYPE: Single Family (4 Bedrooms, 2 1/2 Baths) S5.2 DCT"! S BUILDING AREA Upperrev Aree zsa2 s.F_ �,,; A` 189 39 29 W 387.68 m Upper Level Area 1 040 S.F. `z-,� U Go age 1 733 S.F. I +� T/� ]o Y Co "red FtrB-1 56 S.F. \ --,:� z Covered Back Porch 255 S.F. V v n, A I "rte �If f sery d Area mEES r v CLEARING NOTE, CLEARING m G wlrnERRlmwRvsREsenvE� COUNTELD MAAR ' SH IL IAN OMPLISHED BYARGETREES ATHLICENSED BRAID 20 )) \ to Ai O COUNT MASTER ,,, eR_ 'GE TRFESN H BRAID FIeI.D, �))))\\\\\\� \� AREAS T06Ea 10lED SHAILDE CU?DON.A ANO 4 5TUP AIS \ \ \\ S t Ce for LO$'On Control'" GROUND] PLACE STO NOT DISTURB THE ORIGINA_SOILS WITHIN T ,�r T �\ �� '0 �/ I THESE AREAS. Lr \1 Cleating "' �„c�, Unit �✓L�V^/�J� ; �a.a l 9Plosl�SpwBlack TYP 285.38 a \�` t 1 \ PRO SED46EDR OM I.� Po 285.38 Ro '4. rzonss F,L 194:_0,. p q I N A NIS) 0. Ca 36.35w I'm 6 \ .. + 1�J� Garage \ l \ , cos Trv. �. — - -' el Pad Clear Are ing o Limit k T,, t NI Silt Fence t r � � D,i,B.y Erosion Con�rol� - ,Clearin I Limit g I RESUBMITTED _—_—_—_—_ _— — _ __ ____ _ -------- f — —.---_ M--_—_—.—_—_— —.—_——_------------------ .—_-_— — w _—_ --_ — JUN 09201? ----.— - mw. -0" Poved Driveway SYi,C� (/ `A p q eF msnAL 9 neral Way Revises Cpge L�� I �F C Section o C REVISION: 06/03/14 �.. �it e for N89°39'29 "W 387.65'- PERMIT SET —I , Erosion Control --------------- -------------------------- -- -- — -- - North S.W. 320th Street StreetlmProementperctystnnd11ds NEW SITE PLAN Al .1� pp R germ way Re�eea code a `FWRC� Section19.135.040 i° = 20_0 OH N0: DRAWN TW DATE: 04/07/14 - City of Federal Way Community Development Dept. 33325 8th Ave s Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: BARUSO ii Building - Single Family Permit #:14 -101619 -00 -SF Inspection Request Line: (253) 835-3050 Project Address: 5210 SW 320TH ST Parcel Number: 102103 9031 Project Description: NEW - Construction of a 3,982 square foot 2 -story single family residence with a 68 square foot covered entry, 256 square foot covered patio and a 1,133 square foot attached garage. Includes plumbing & mechanical. ***3 Bedrooms; $655,000 estimated selling price.*** Owner Applicant Contractor Lender GREG BARUSO SHAWN BARUSO TONI REFATBOY 1133 33110 42ND PL SW 33110 42ND PL SW CONSTRUCTION INC 2 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 PO BOX 44429 Yes Residential TACOMA WA 98448 Census Category: 101 - New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area (sq. ft.) 0.00 0.00 Additional Permit Information New / Additional Sq. Feet - 1st Floor ..................... 2942 New / Additional Sq. Feet - 3rd Floor ..................... 0 BasicPlan?........................................................... No New / Additional Sq. Feet - Garage ........................ 1133 Plumbing Work Valuation? ..................................... 7900 Number of Stories ................................................... 2 Plumbing to be Included? ........................................ Yes Will Certificate of Occupancy be Issued? ............... Yes Zoning Designation ................................................. RS 9.6 Total Valuation: 493,606.42 New / Additional Sq. Feet - 2nd Floor .................... 1040 New / Additional Sq. Feet - Basement .................... 0 New / Additional Sq. Feet - Deck ........................... 0 Mechanical to be Included? ..................................... Yes Mechanical Work Valuation? .................................. 7900 New / Additional Sq. Feet - Other .......................... 324 New / Additional Sq. Feet - Total ........................... 5439 Comprehensive Plan Designation ........................... SF - High -Density Residential .. .. �: ��'.'�..�'MsP'��5�'i,.—:=:..+K=�A.: ,6i-. •'. L'�: :7` tC;1m� s.:��. �'�T. �k.. i�'Rlh:`:^,. .t�.i r' ..s�i�' /�.'. ,_�-. Air Handling Units 1 Air Conditioners - Stand Alont 1 Ducting 1 Fans 5 Fireplace Inserts 1 Furnaces 1 Hot Water Tanks 1 '�-�✓±,�'�crs%!�✓:"'s•��N"%.L _.. _ , tr .•=='_' , .+='v'.,.,`�-G z: .. �;'^... f4•.f,4 '!1A Bathtubs 2 Dishwashers I Lavatories 7 Showers 1 Water Closets 3 Hose Bibbs 2 CONDITIONS: An automatic fire sprinkler system is required. No framing inspection until the sprinkler system is installed and approved. P""14 4 PERMIT EXPIRES Saturday, 20 October, 2018 Permit Issued on Thursday, June 12, 2014 1 hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washirloon and the City of Federal Way. / C� Owner or agent: Date: City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 111 of the International Building Code or Section R110 of the International Residential Code is certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: BARUSO Address: 5210 SW 320TH ST Permit # 14 -101619 -00 -SF Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area (sq. ft.) 0.00 0.00 Owner Name: GREG BARUSO Owner Address: 33110 42ND PL SW FEDERAL WAY WA 98023 Building Official g/Z6 Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severely affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises. Cn<y or Federal Way PERMIT #: 1410161900 THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 Address: 5210 SW 320TH ST Project: SHAWN BARUSO FEDERAL WAY WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE TMS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. Q SWM Precon Site Mtg (4400) 0 Initial Erosion Control (4365) 0 Footings/Setback (4110) El Approved 113Y To be done PRIOR to breaking ground 1BY Approved to place concrete By Date By Date By Date Q Foundation Wall (4115) 0 Drainage/Downspout (4040) 0 Plumbing Groundwork (4190) El Approved to place concrete 113Y Approved to backfill 1By 1BY Approved to cover By Date By Date By Date 0 Slab/Concrete Floor (4255) ® Underfloor Framing (4285) ® Floor Sheathing (4105) El Approved to place concrete 113Y Approved to sheath floor 1BY Approved to install flooring By Date By Date By Date ® Shear Walls (4245) El Roof Sheathing (4220) 0 Rough Plumbing (4230) El Approved to install siding IBY Approved to install roofing 1BY Approved By Date By Date By Date El Mechanical Rough -in (4165) ED Gas Piping (4125) Final Electrical Fire/Draft Stops (4095) El Approved Approved to release test Approved Approved By Date By Date By Date 1ti Interim Erosion Control (4370)=Ek-ctrkaLP1wmb1og g a Framing Inspection; ©7 Framing (4120) Approved & Mechanical Rough -in Approved to insulate nspections must be siped- By Date oved. IBC 109.3.4 gy Date 1e Insulation (4150)s ED Gypsum Wallboard Nailing (4130)® Final Electrical Final Erosion Control (4375) El Approved to install wallboard Approved to install mud &tape Approved Approved By Date By Date By Date Final - Mechanical (4065) ED Final - Plumbing (4075) Final Electrical Final - Building (4050) El Approved Approved Approved Approved By IJ Date ?12-& By Date �U_/ By Date $ Z�t Rough Electrical Final Electrical El Right of Way Approved Approved Approved By Date By Date By Date