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13-100404 r . Building - Singlle FaMily City con iCommunity&Ebe Servces Permit #: 13-100404-00-SF 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: 25 Ph:(253)835-2607 Fax:(253)835-2609 p Q ( 835-3050 Project Name: TAC BUILD LLC Project Address: 30021 21ST AVE SW Parcel Number: 012103 9076 Project Description: ADD-Addition of 484 square foot garage and 140 square foot enclosed entry. Interior remodel to create utility/storage areas and master bedroom suite. Includes plumbing& mechanical , Owner Applicant Contractor Lender MICHAEL HOPKINS TOM-A-HAWK CONSTRUCTION TOM-A-HAWK CONSTRUCTION OWNER IS LENDER TAC BUILD LLC 2335 S CUSHMAN AVE TOMHAC*006CS(4/29/13) 2202 6TH AVE S TACOMA WA 98405 2335 S CUSHMAN AVE TACOMA WA 98405 TACOMA WA 98405 L • Census Category: 434-Residential alt/add-no change in n •. • i f units • Includes: #1 #2 # - #4 Occupancy Class: R-3 ` � Construction Type: Type V-B Occupancy Load: ,,, Floor Area(sq.ft.) 0 0 /y 0 N Additi 1 nformati New/Additional Sq.Feet-1st Floor 140 , �. N / dditional Sq.Feet-2nd Floor 0 New/Additional Sq.Feet-3rd Floor `'` Ne 'tional Sq.Feet-Basement 0 Occupancy#1-Construction Type. 4 / Ne ditional Sq.Feet-Deck 0 New/Additional Sq.Feet-Garage 450,(P anical to be Included? Yes Occupancy#1-Class '� „�R�:: /Additional Sq.Feet-Other 0 Plumbing to be Included? . es New/Additional Sq.Feet-Total 624 Occupancy#1 Use c^..Residence(1 gr 2 Zoning Designation RS 15.0 • s`' family) eP moo \O M aal Fixtures Fans 3 s 1 Gas Piping 1 Gas Pipe Outlets.... .. 2 o ater Tanks 1 ant < V Plumbing Fixtures Bathtubs. Dishwashers 1 Laundry Washer Outlets. 1 Lavatories 2 Sinks 1 Water Closets 1 Hose Bibbs.... ; 1 PERMIT EXPIRES Saturday, August 31, 2013 Permit Issued on Monday, March 4, 2013 I her by certify that the above information is correct and that le construction on the above described property and th occupancy and the use will be ' accordance with th= a , rules and regulations of the State of Washington and the Ci 1 of Federal Way. I1�ii; .rte .- Owner or agent: ��� Date: d / Ccz c� ' THIS CARD IS TO REMAIN+ON-SITE CITY OF Construction Inspection Record . - Federal Way INSPECTION REQUESTS: (253)835-3050 ' PERMIT#: 13-100404-00-SF Address: 30021 21ST AVE SW Project: MICHAEL HOPKINS FEDERAL WAY, WA 98023-2302 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. 0 SWM Precon Site Mtg(4400) 0 Initial Erosion Control(4365) 0 Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date By Date O Foundation Wall(4115) ❑ Drainage/Downspout(4040) El Plumbing Groundwork(4190) Approved to place concrete Approved to backfill Approved to cover By Date By Date By Date ' O Slab/Concrete Floor(4255) ❑ Underfloor Framing(4285) El Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Q >J Date 4 _I By Date ❑ Shear Walls(4245) ❑ Roof Sheathing(4220) ❑ Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved By () Date C --r By Date By Date k 4-1_,.--t. ❑ Mechanical Rough-in(4165) CI Gas Piping(4125) CI Fire/Draft Stops(4095) Approved Approved to release test Approved By a .v1A..., Date 9 s 16)."1b By(' _%41,, Date"L ,1c\-l3 By C1 IA. . Date G-%.,0 EI Interim Erosion Control(4370) prior to scheduling a Framing inspection, Framing(4120) Approved Electrical,Plumbing&Mechanical Rough-in and Approved to insulate Fire/Draft Stop inspections must be signed-off and By Date approved IBC 109.3.4 B Date I o— t4— ( .3 ❑ Insulation(4150) Ei Gypsum Wallboard Nailing(4130) 0 Final Erosion Control(4375) Approved to install wallboard Approved to install mud&tape Approved B —cS. Date to-I4_13 By Vi.16 Date rp- r . i[3 By Date •0 Final-Mechanical(4065) 0 Final-Plumbing((4075) El Final-Building(4050) Approved Approved Approved By c, ` _ Date 3 _ 1 4 By J Date a f—h—t By Date 0 Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date • CITY OF Building-Division 3325 Eighth Avenue South FederaI I/hay Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: ,3 05)..A ► 1 SCS PERMIT#: 1 `22-3-- ` tick `�� —S► -N w - - r—.e ,rte' ! d Y1 1r-• et, v.e r l X3/3 — alit iia ' Cie-,74- Q4 (.90 nn,-is icAl/ /Vo CX// 447 OAA-O .&5. 0 / 5-5 • IF YOU HAVE QUESTIONS CALL (253) 835- U.O WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. \7‘, Q DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of CITY OF Building Division 33325 Eighth Avenue South A*0.' „,., Fed a ra I 1111Federal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRE : cxL, / PERMIT#: 47// r L/ �' ✓ }-��,1►�,� 2s,/ / /eo'vn, . - k470(..,--e o J�G�rr' L,c�, l/ /OA �i�t��-2 C'U44J, c/c-: 4 c er c'' f- -t)L gls /14,111 re-C&:/// o fly«� �jPTr, 20( 7 —22-/ .'� IF YOU HAVE QUESTIONS CALL 754— (253) 835- A633 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE QUIRED TO BE MADE WITHIN 15 DAYS. 5/7// DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page ( of / 41/416, CITY OF Building Division 33325 Eighth Avenue South FederalVlay Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: ")) .% PERMIT#: 1. Q'4- c� \- \\ g'' ; a .n C.3. 6 e - .1 , y. D 4jp lye; _ (L.-0 w Nc y e V 4W J) t' t`% C? -e c .\? _ 0—�-tm - 4 4 .kj�4 �: »�v., -fid ` �►e IF YOU H E QUESTIONS CALL (253) 835- 1=1 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of 1 Ilkh, CITY OF . Building Division 33325 Eighth Avenue South Federal l! Iay4,,, ,,., Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE 501- ADDRESS: 02/ ,� 30 / av-e cCC2 PERMIT#: / 3"/ Yey - ,OLic, /0.;p.e._ /id a/4 afierew.0., ./ 1-e1i,--e ;7"t%" c (5E' ',t5 a_ C ii u,b'' lc: k)05' We&P. '' C274( (9 e ,l/ ;'(4 5 r,_)6.-t, j ,,, - 1,--e /mac , ,, IF YOU HAVE QUESTIONS CALL _ ,— c_z/ (253) 835-, 73 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE ',QUIRED TO BE MADE WITHIN 15 DAYS. •5-4/0 al , , DATE INSP CTOR DO NOT REMOVE THIS NOTICE Page of , • 4%, aria of Building Division 33325 Eighth Avenue South •41\..., Fed a ra I WayFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 3erYfl L SSW PERMIT#: -`b-'tZ-4 D1 IF YOU HAVE QUESTIONS CALL (253) 835- a to r WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of t 1 ti 4 Hodge engineering inc. 9 J 7/24/13 Letter#13.0016A RE: 30021 21st St SW Federal Way Bird Block Nailing To Whom It May Concern: I have provided the lateral and gravity load engineering for the single family residence at 30021 21st St. SW in Federal Way. At the request of the builder I have reviewed the bird block nailing. My detail 1/D1 note 2 specifies 8d nails at 6" on center at the roof sheathing break at the bird blocking. Detail attached for reference. The framer continued the roof truss tail plywood sheathing up past the bird blocking by 3-6" then started his OSB sheathing. The roof boundary edge nailing to the bird blocking was not completed. The H2.5T clips are in place and the 6" on center nailing to the truss top cord is complete. The bird blocking is nailed to the trusses. The clips and nailing are adequate to transfer the shear loading from the roof to the double top plate below for this rambler. Omitting the bird block nailing is not desirable but is acceptable for this residence. See attached truss plan, detail 1/D1, and shear wall loading plan view attached. Please contact me with any questions regarding this project. ,7/24/13 A -s"I) l ,. Letter#a ;t "'`4i� , 11111,1 e. John • ",e,�. 886 ' %: - ss'(W L.AI IRE 1:413W This letter is the professional opinion of the engineer of record and regards his engineering only. This letter does not allow the builder to disregard Code requirements. Any schedule or cost impact is the responsibility of the builder or owner. The Building Inspector, not the engineer, has the final authority to allow field changes to approved plans. ,' Hodge Engineering, Inc. John E. Hodge P.E. k.i; 2615 Jahn Ave NW Ste. E5 Gig Harbor,WA 98335 (253)857-7055 Fax(253)857-7599 LDNI1-1172HS d001 y % I slivN pa ray m � �JNI>10019 CIN19 IIVN 201 S4N3 3-19d9 11G Nl'd3H9 O / r/\P�`d131d NI 'D'O ZI C1NV S3943 l3NGd Ji' O JOd '7'O ,9 a p8 /m IIGN re 9NIN1d3NS d00N NG�d O � I� /m 'O'O ,7Z e S3SSf4�Jl bdW 'b.`� ` CD roil' 011 N01173SJ31NI 31V1d d01 �/ Ol N31dV�/SSI'1�1 NDV3 /AK c>4.1 O • . lV�ld.11 311 3NV71NN11H O 7010V,... A/(O'Nl) IH NO$dWIS alv1d ... i..doi aianoa do dol 01 9NINIV3NS 11Vl dN31X3 O 4-0----A, >Ib3�9 7NINlb3HS � / . ' .9NI>10019 CINIG. , N, , # . \i, 4fr # , S133NS N33m139 O / 43Nltlo3el dV=J .8/I 9NII11V3FiS J399V1S ONII 9S0 ,91/L ED ED T Y Y 8-00-00 x 38-00-00 .--__ 8-00-00 ,.._..rry ---6-*—-er__.--,N4,-_7N'cyi 1qq iA�!io-716 `'C78�t= .n..o-yW..1..co_.1- :0 CS r---re- ,in14,---Pie rcr!—YN T0.' N N N V "O .O 1O f0 .0 O i0 O 18 !O .O 10 0 .O 15 ii5 N N N ' , \' :ws:srs:s ate. Rem r-Ia cr %Ma,a ,• -,,,,,vzxa.svm, ^.a� ,,_ a ---1+- R2 s gg , L sxa 1 �1 : , 1 1 i; 1 �•rus2. 2, \ \ 482 •,j L.. 1 Irl t J8N JI.s2.r.. is Y J 7 ' �' `i g •I `z y 'a1SM -.b`y /i \\ 1.184 J86 �I. v ! 'II l ,i hp I I i 1 91 Pr J84i I / gCa5p 1.1 i r523� f 3 I+ 1 ! i� I EE a r J 8 \\1/4,, . y Ursa q I i< i; 1 I� � ii s �° & Jas! \ / ' / — — rr,, c1 piggy• S ! t I+ ` 81IX I M ! ' NI 'Jai? _ a ir ry176.2--:, ...e312!.4. :, �� ;J81,+°, s f ; ` 814 o) J81;._ Rio 1 4 L . r — ti-..._ .._.". ki _ —_i_� 816'' F 081: 1 :44 1 1 �1 I 1 iii.• ..,d Q xsz. f 481. --- -- -- I k <E A i 1i g 1 6 ' .. '. - 8141 • •••--„r, -t�zoac:r rm,'orM1.uaa�ns3a�arazssuums4a 3r - I '' . „1811111111111111 . k i f wsu 8121 D.3 -4 uszs , I U811Y ;� - ,, ' ,.115 o= , r • I n 1 .7'1 I w 11 Nom' j ! f .I !' ..116 usz. i Jail ,;_ d1 ! z ° �'; J o/ 2 !l f,' is i= HTB, ROOF TRUSS LAYOUT Al P 41 h".".1'N � I — 82. o 2-0300 7 '.'.' 1. / Ay r& ifill , P b 61. o! DESIGN LOADING(25-8-7)PSF @ 24 O.C. ff�„ ; i R }3 IR 444 ®lit a �' r ' d• WIND 85 MPH EXPOSURE"B” o J26 " I! SS I i 1 J26 sx i i tt B, o f h - �'� ;' 4 r ALL DIMENSIONS ARE IN: of 424 t G € , I u J24. 426 y ii 1 M. J26i o: °Jf _ # r j 1 _ - . '" : i� ti of Feet-Inches-Sixteenths(FF-II-SS) ! 422 ! 3 Y l 1 , h J22; 424 i f 3 I ' J24, 91 : 4.r � w4 _ a r ,. . € i !: ii `i °° 4 TRIANGLE DENOTES LEFT END N v }m m k it im Im ;e N 2f 422 r , ! . J22 i 11&4 �m c°� ym Y� co ar'oti� e^ k-, .' -1 j� I I t r t OF STAMPED TRUSS DRAWINGS 1 j"`GRAY LUMBER*' ___ 22-06-00 - -- I 9-06-00 / __-__22-00-00 ® I STEPHAN MACKEY% _ I the RUSScn- I sw,aoo: Mike Poorman .. 0Ln°uo w.v.x M0. • $coq: j Orton or ' DIMJ00I...or. IN.T.S.f RW 106114/13 I SJ305875 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL ANALYSIS.wsw Jan.17,2013 09:23:58 Level 1 of 1 57.5' 86.7 55' 66 7 .7 11111111 .111MM 111_i111111111i11M11111 55 47:5' C&C14.1 /17.4 C) 45' ms's_ �,2352 79... ..10 C-1 0 42.5' 0 �1 ti�� 40' 0 37:5' N G 0 35' t IO t o 2.5' 30' v v, 27.5' 0 25' v , 22.5' U I0 X20' m `es co U w I G 47.5 ' t ro 15' w _ v 12.5' B-1 g lb - G `L 10' N _co 7:5' co . m t coit54 I it - v 2:5'Al, 2666 A_1 - - --� - - 6� 0' 7 0 7 0C&C14.1 /17.47.570 0 0 7 0 A7O A00 6 �6v p�0 2:5' 11ii11i11111 ' _7-5 666..711111i11111111111i111111i 06.7 86.7 86.7 86.7 -10' -12.5' • -15 -17.5' 20' -10'-7.5' -5' -2.5' 0' 2.5' 5' 7.5' 10'12.5'15'17.5'20'22.5'25'27.5'30'32.5'35'37.5'40'42.5'45'47.5'50'52.5'55'57.5'60'62.5'65'67.5' Factored shearline force(lbs) LW-I Unfactored applied shear load(plf) • Factored holddown force(lbs) ®-® Unfactored dead load(plf,lbs) •C Compression force exists 0-0 Uplift wind load(plf,lbs) ■ Vertical element required --II Applied point load or discontinuous shearline force(lbs) Loads Shown:W;Forces:W+1.0D. 5 of 22 A __ __Page 1 of 8 Job Truss Truss Typo -Sly Ply STEVE MACKEY/RMW 57305875K COS TRIPLE FINK 3 1 TSE#8090S-50 Job Reference(optional) The Truss Cot Tri-County Inas.SumnerWA/EhggeneORl&xligtonNIA.TSE Rim:7.350s Jul 312012 Pant 7.430sJul 252013MITekIndustries,lac.Thu Sap 20175&t82013 Panel 1131411 a1NNta0EUk0Hdfg1gzOASy-EHFvpQg8JFJbgArYJGOrth2rYIR5r6pGObndNwy7.1RJ 2 8443 114.2 17.40 22-5-14 27.4-e 31-9.0 0 1 240 1 6-741 1 41411 1 55-54 1 5514 1 4-1411 1 4.4.5 ( 2.54 I • CAUTION,WHOM PRINTING HARD COPY 6.00 12 - Sane=1'79.8 USE occiANNTANDA/ARRUPS•SB777Nc ' 17 -.:•-•• \ 3x6 r .,.� 8x8\ 9x4 " �/ /.f I1 1.5x4�� q " 10 3x5 3 8 �� Aiith,1.5X4 if 9 alt :r - 1�- dd 3 / 15 17 18 14 13 12 t1 10 354= 3x4= 2x4 II 3x4= Dot= 4x8= TRUSS SUPPORTS 3009 MECH UNIT ACROSS S TRUSSES ON FRAMED PLATFORM.APPLY 241W02 SCAB TO ONE SIDE OF TRUSS AS SHOWN ON TRUSS'COSFne• • 41.10 17-40 21.9- 22$024-108 31-9-0 3484 1 &1-16 1 -1 212 2-146 I 6.10-10 12-5.0 I Plato Of set&(K,Y):(20-4:1-6, 1-..-- ---'4-0.0.1-81.W0P--12,0.1 + )12:0 -4 0.1-01 _ _ LOADING(psf) SPACING 2-0-0 Cal DEFL In Qac) Wee lid PLATES GRIP TOLL 26.0 Plates Increase MS TC 0.44 VertLL) -0.15 2-16 >999 360 MT2O 1861148 TOOL 8.0 Lumber Increase 1.113 BC 0.54 Ver1(1L) -0.94 2-15 >763 240 BOLL ea• Rep Stress Ina YES WB 082 Horz(TL) 0.03 10 de de SCOL 7.0 Code IRC2009ITP12007 (Matrix) Weight 145 lb FT=16% — LUMBER BRACING TOP CHORD 2x4 HF Not TOP CHORD Structural wood sheathing directly applied or 4-4-5 ocperens,except end verticals. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid calling directly applied or 60-0 ocbracing. WEBS 2x4 HF Stud'Except* WEBS 1 Rory al raldpt 8-14 W4W3:2x4 HF No.2,W5:2x4 HF 1650E 1.6E REACTIONS QWsice) 2=948/0.6.8(min.0.1.9),12=182610-5.8(min 03-0),10=31UMedsnlcal Manx Horz2=115(LC 5) • Max Up11112=-138(LC 5),12a-174(LC 5).10"63(LC 6) Max Grav2 948(LC 1),12s1825(LC 1),10=419(LC 10) FORCES(lb)-Maximum CampressloNMatenum Tension TOP CHORD 124/58,2-34-12811107,34=-1028e67,4-5=-8931106,58=311196,6.7=318819,7-16=418r216,8-143"-279/103,8.9=-9W38,9.10=113139 BOT CHORD 2-15=-110,1050,15.17=+33(462,17-18=33/662,14.13439/682,13.14=-52W111,12-13-5291111,11.12"-306183,10-11"661368 WEBS 5-14=-128M0,7-14=4911045,7-11=-72/509,8-134-507/155,5.14=-8001140,5.15=-16/496,3.15=3231115.7-12n-1011/192,e-10_-416/102 NOTES (10) 1)Unbalanced roof Iva loads have been considered for this design. 2)Wind:ASCE 7.05;BSmplg TCOL=4.Opsf;BCDL=4.2pat;h=2511;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantleverlefl and fight exposed; end vertical felt and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Thls buss has been designed(or a 10.0 pet bottom chord live load noncencrrrenl with any other live bads. 4)•This truss has been designed for a Iwo toed of 20.0paf on the bottom Glad it all areas where a rectangle 38-0 tell by 2-0-0 wide will et between the bottom chord and any other members,'MD BCOL=7-0pst 5)Refer to glydsr($)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 2,174 lb uplift at Joint12 and 63 lb uplift at joint 10. 7)This Inas Is designed in accordance with the 20091nlernatonel Reddened Code sections R502.11.1 and R802.10.2 and referenced standard ANSVIPI 1. 8)•Sorui-rigid p8dhbroaksweb fixed heels-Member end Salty modal was used in the analysis and design of Ibis trues. 9)Hanger(s)or other connection device(s)shall be provided sufficient t to support concentrated load(s)379 lb down and 98 lb up at 26-7.4 on top chord.The designiseledion of such cOnnedion device(s)Is the y of others.10)All dimensions given in (FF1188)format. LOAD CASES)Standard 1)Regular.Lumber hiaease"1.16,Plate Increase=1.16 Uniform Loads(pH) Vert 1-6=B6,0-3486,2-17a-14,17-18=-54,10-18=-14 Concentrated Loads(Ib) Vert 164-129 . C.% 80. .4 r J5,ifit :C'. i,:t ' - 44i 0 .19969. . : a0 , ro. .• DNA.',, - 9/30/13 Digitally signed by:Terry L-Powell,P.E. I WARNING]-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors.This design is based only upon parameters shown,and is farm individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability daring construction is the responsibility of Use erector.Additional pennenwn/bracing of the overall structure is the responsibility of the building designner.For general guidance regarding fabriation.quality control,storage delivery erection and bracing consult ANSI/TPI I Quality Criterla,USB.89 and SCSI I Building Component Safety Information available from Truss Plate Institute,583 D'Onofiio Drive,Madison,WI 53719 `y heTRUQ;mic, ' '- �~- i\t \ \\,,,,,,„ ,, 'A i s i gAit, / 11 -O V:'° t 9,5.13 11;1 Vii YittisklitgiVii VA- Vsk Ai Viii:ii '- % ‘i %,,,11 ,I.V.-ts 411 t“ t 14, A * tsl. -, \\I n kVO'it .,,%bi, 0 %vs vvitkvi s-t--% oei irootsis .- st 6 t s tv-A firi 9 VII T. // t irt. ., "1 loi Ats.t. s ' .6'' tlt % .-T-11:1' 1°' IA VA 11 11411 IA 11 It IS 1 I It t.5. *, -, 1 li Ittt A iittt4Pt I Ili ';'' i \ ‘'; '11, i 1 1 Vt. 1,,IM 1 4ekt, ikt IA 1,, .. , ./Ak\-- -; I i, Ail% i. A TAII ii ItV11. IP. 9 F . ti-\.9.1Ant vtett4 ,f, i 1,9 All 11 in 4 ,cp 2 t v lit: T t , v'' \\ 116 ‘‘.._\'‘i, r......- 14%;, ' kl it%4 I % % itt„ s i, ilit`ti - --Ii‘ i t slVivi *' 1 0 1 10 1 ti 1 1-4,-_, Ali t1t7 1‘ t ° k 1‘.‘‘ i isi 1 litA S% r. o ir• \VI' 1 A .0 . \ vtl I\ VIAVIA 1 ft 1 "I? I 1 -;, sos Itts.AAV.4 et a)A $ 4,1, Ott ::'• r \ it 1\ sq.\ *151 .. ,ie , 21;litoill tr.s 11).4. 14 ‘ % t 1 i ai V / n t \ '44. 4 \ VII 1 t I, .14 .4' A I -., 1-0 rd 1V;ritil kt Vi. t t SI gt --.° TiAts2t IA RI t 41 VtAttl 1 4 z % t 4 i 1 k 141. 1 . . \\ ts . k3 \(9 VI 1 0. 0 V. % % 1 'll. % 1 . ; . CA \ :',", \ 14- 24; INtiti$ " 1 1 1 \ 0 INIV`i k v 41. -....----A—.::..4,., ._:_...,,,\ t ,. --```.."!: -• klti, $ g ir'' . ia \il . Page 3 of 8 rob Truss Truss Type -ION Ply riEVE MACKEY/RMW 3305875K C06 Common Truss 2 2 b Refererte icn The Truss Co./Tr4ConmyTruss,Sumner WA/Eugene OR/Burlkpton WA.TSE Run:7.350 s Jul 3126 2 Print 7A30 a Jul 25 2013 MTek Ind soles,inc.Thu Sep 3617:58:20 2013 parrs I ID:NikBal NNIaOEMkOHdfglgzOASy-AfNgEel0EszlwU9xdl2Jy679 1 J4mZUv(3kSoy2fRH •240 6.7-8 11-0.2 17.40 21•x12 25.1.0 20-1-4 34-0.0 38-0-0 F 2.04 1 6.74 1 4-10.10 ! 55.14 ! 4.012 t 40.4 ! 4.0.4 1 4 .10-12 12.60 1 TRUSS SUPPORTS 3006 MECH UNIT 4x4= Sone a 1:74.4 ACROSS 5 TRUSSES ON FRAMED PLATFORM.APPLY 2ISHF82SCAB TO 8A0It26 --- ONE SIDE OF TRUSS AS SHOWN ON TRUSS "C86FOt" 4x4 4".'- ‘00.5.0.4.0., � 9x5 r� 22 7 3.4 O ,/ k 3x4 0 If 8 8 1.5x40 4 'Lw" 3x7 3 , 19 27 10 3x4 ss / IA19t.51s0 '� t1 x8. Vii+.-, `:�_5,,. • W�0 N 4x4 4 21 23 24 20 18 25 2617 16 15 4.4 3.4_ 8>6= 3.5= 3x4= 4.6= 3x4 II MUS28 6.1.10 1840 21.0 2 J 2b-1 Q 2s-1-4 3:2.OL 340-0 I 91-10 i 7-106 + 4-0-12 i 4-0-4 i 4Q4 ! 2.1012 1 240 I Otise: 1 : 20.3-100.1-14 :0-1-40.2., 2:O-3-O-i-8LJ16:01-12,0-2-0 16:0-1-120.1.8, 20.0.2- LOADING(paf) SPACING 2-0-0 CSI DEFL in (loc) Wen LAI PLATES GRIP TCLL 25.0 Plates Increase 1.15 It 0.55 Vert(LL) -0.18 20-21 >999 360 MT20 185/148 TCOL 8.0 Lumber Increase 1.15 BC 051 Vert(TL) -/312021 >999 240 BOLL 0.0• Rep Stress Ino NO WB 0.54 Horz(TL) 0.09 15 ala ole BCDI. 7.0 Code IRC2009I1712007 (Matrix) Weight 345 lb FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood aheaWng erectly applied or 4-7-4 oc wens.BOT CHORD 2x4 HF No.2'Except' BOT CHORD Rigid ceing(Erectly applied or 1040 oc Machg, Except 1 82:2.8 HF No.2 8.0.0 oo bradtg:15-16,13-15. WEBS 2x4 HF Stud•EXcept• W3,W4,W5,W11:2.4 HF No.2 REACTIONS(lb/size) 2=2261/0-5.8(mit 0-1-14).15=601010-5-8(min.04-2) Max Hotz2a-86(LC 6) Max Uplift2 98(LC 5),15=792(LC 6) FORCES(Ib)-Mandnsn CompressiordMexharm Tension TOP CHORD 12=0158,2.3x-4095/450,3-4=1852/431,4.5=37192451,5 6-3201/429,6-7=31811443.7-22=-4372/585,8-22.-4651/598.8.9=-4785/600, 9-10.-5370b33.10-11.-5670/654, DOT CHORD 2-21=393/3541.21-23=-324/3217.23-24=324/3217,20-24=-324/3217.18-20=-403/3999,16-250.48514803,25.26=-485l4803,17-26=465144803, 16.17=422/4128,15-16=-131/229,13.15=.131/229,19-27=6016,8-27=5018 WEBS 3-21=269/108,5-21=-8/433.5.20=.5341135.8-20-316/2494,7-20=-23301386.18.19=32212121,7-19.3160-1181,9-18=-1220/147. 9.17=-167/64.11-17=-1001186,11-16x.1952/301,12-16=•812/4570.1215=4818/756 NOTES (14) 1)2-ply truss to be connected togeuieredh 100(0.131"x3')nabs ea follows: Top Dards connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows 2x4.1 row et 09-000.2.13-2 rows staggered at(1.9-0 oc. Webs connected as follows 2.4-1 new al 0-9-0 o6 Except member 15.12 2x4-1 row 810-7-0 oc, 2)At bads are considered equally applied to all plies,except U noted as front(F)or bads(8)feoe In the LOAD CASE(S)section.Ply to ply connections have been 3)Unbalanced roof live loads have been as( es or Indicated for Ws design. 4)Wind:ASCE 7.05;85mplr,TCOL=4.8psf,BCDL=4.2psf:1w 25it;Cat.II;Exp B:enclosed;Mt RS(low-Ase)gable end zone.cantilever left end right exposed end va8cal lab end right exposed;Lumber O0L001.33 plate grip 001,01.33 5)This Mess has bean designed for a 10.0 psf bottom chord live load noncarcunwd with any other live loads. 6)•Ills truss has been designed for a live bad of 20Apaf on the bottom chord in all areas where a rectengfs 3.64 tall by 2-0-0 wide will fol between the bottom chord and any other members,with BCDL=7.Opsf. 7)Provide mecberecal connection(by others)of Masa to bearing plate capable of withstanding 298 lb uplift MOW 2 and 792 b uplift at joint 15. 8)This hues is designed Si accordance wth the 2009 International Residential Code sedans R602.11.1 and R802.10.2 and referenced standard ANSI/1P11. 9)"Semi-rigid pi ch reakswitr food heels'Member end ably model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tis MUS26(8-10d Order,6-10d Truss,Single Ply Girder)or equivalent at 21-0-12 from the left end to connect truss(es)E(1 ply 2x6 HF) to front face of bottom sherd. 11)Use USP JUS24(t1Vi61100 nails into Girder 810d nails into Truss)or equivalent at 22-7-4 from the left end to conned truss(es)03(1 ply 2x4 HF)to front face ci bottom drord. A 12)Fill all nail holes where hanger Is in contact with lumber. O. 13)Mortgage)mother connection devices)shall be provided sufficient to support concentrated load(s)398 Ib down and 196 lb up at 31-8-0 on top chord.The . � designiselecton of such connection device(s)IS to responsibility of otters. a a' ("' J1 ��4�� 14)All dimensions given In feel-lndles•ixteellth$(FRISS)formal. ? t f a LOAD CASE(S)Standard tir i .i1. f.' _ k Continuedonpage2 J A►d t. ! :R'�ii 9130113 Digitally signed by:Terry L.Powell.P.E. t WARNING!-VERIFY DESIGN PARAMETERS AND READ ALE NOTES ON THIS TRUSS DRAWING NOTES BOO=USE. Design valid for use With Mitek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of tie erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding SSrication,quality control,storage delivery erection and bracing consult ANSI/FPI I Quality Crferis,US&89 and SCSI I Building *��a�ms,, Component Safety information available from Truss Plate Institute,583 D }•Onofhio Drive,Madison,WI 53719 `he�y RUSSco INC. , . •MIVIM.1.115:0.411WWW.V.IMI.WIPSISQ.:13.1.40.0.41411..•*VMMVIRIM.10.1..N.I0M.3,14MUerFn . ,„.......„..—.—.„.......... , itij li 1 ZO.r VI 41 i il 1 . apitig 142.°,24iti LI : g Ilittli 1 iii 1 f f 111[15 IV? 1 I. - ti 2 IV VI 1 Z i P i 8 1 2 I til ill i ! g _ 1111941 . - i 1 Il [t111 "4 .-• 0 $ , 41,11w1 .4 1 i I t"tiri L 1 ; J . 4 I -i,,if anti?, ,4 -4 till J -41 Ls 2: 5W I • u' g1;6Iwg 4 ft 11' Li g2i, ,,,N g rmi lift il 3= : IS Mil ;ttgr 12 a 144 &HI , Iiiill j.§ . 4 lii 3 ...2. .0. r " q t 3 3 1 h lI k ' . 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I .:,:::. , :: 4e-37'1,4'. b :ik.. a ----. . ':.. -x z 0 7 If _ f- -.. It.: -,'.. ;:..- ! I ' Vf.:-,:.' ' '`. •.':.. ii,„1:._ .f 0 r '&'4 • ' 40:1f-7,%.----.,.;; '.... 70. 1.4-1.4.-447;••• .:3 . .----•"------- CITY OF Building Division 33325 Eighth Avenue South Federal JhIayFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 3 f> © -21 aPERMIT#: •V' sil>s4 :-N-3 G Q 42," 1 r 'tel �.�� u • r V IF YOU HAVE QUESTIONS CALL (253) 835- 2A. 21 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE l INSPECTOR DO NOT REMOVE THIS NOTICE Page of CITY OF Building Division ., .. Federal Way • 33325 Eighth Avenue South PO Box 9718 Federal Way,WA 98063-9718 Phone 253-835-2607 Fax 253-835-2609 INSPECTION NOTICE ADDRESS: - < CQ .Z K tooeko41 -S? 6 ; fit '27—e ra' # /3^ /03 741, -pati-- S•4 S to I ,t0 ck.IAD r-o v-t , "Z. \ v-c.A./19 I z C_ouvt c:t cr -e E up i) ��- IF YOU HAVE ANY QUESTIO CALL cU SPViti C-7-_77-1"2-i 253-835- <-- 1 e Call for reinspection before cover WHEN CORRECTIONS HAVE BEEN DE, CALL 253-835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. DATE TOR DO NOT REMOVE THIS NOTICE Page of 41/46. CITY OF Building Division 33325 Eighth Avenue South Federal WaFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRE . 3 0 2 1 PERMIT#: i vc 4-e L. 1., 4 a sS c.S.Q i 62 ‘j g , � , Yn rl'\\P . IF YOU HAVE QUESTIONS CALL (253) 835- ' . L,21 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of CITY OF Building Division 33325 Eighth Avenue South , Fed a ra I WayFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 02 l s(--(2) 2 PERMIT#: 1 J 100J-64- S t- 1-e cmc r- /LJ cr IF YOU HAVE QUESTIONS CALL �SP! Steil'--''e (253) 835- ?e- WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. /— 2 DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page' of Ahh, CITY OF Building Division 33325 Eighth Avenue South Federal JLJayrFederal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: ' PERMIT#: v+QO 444 V— \ _ ge.,4" \ r —Cc- ka G--(3,- 0,\j c' D � - _ (3 '' F=N, I at, er."., IF YOU HAVE QUESTIONS CALL (253) 835- -`-�Zq WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of 41/46,., CITY OF Building Division 3332Federal VIay Eighth Avenue South Federal Way,WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: (.34 c Q-1 %A. PERMIT#: )Z-1 Q Q t...V14, of e - 'O w t`t'A YAC '-e, h a`02,'' 3 L . Q o e. \nr `t IF YOU HAVE QUESTIO CALL (253) 835- '3 tc,2.1 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of CITY OF Building Division 33325 Eighth Avenue South Fed a ra I lIIay Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: .3007 l z,( 4- A u-c PERMIT#: kOQ 42 4 "S r • U C 7/2 . z "DV) V S to i\ L-e Cc 4-6„„,c O c l ti r1Yt - r/:1-11<4— )0 k.)04--- ra.t4 i/k c7L SLD C. -c V 1/1 S - W `S' r 0 l.t w 1/ b.,kr . r4/ 14 4 71/./1-- . 71r--2 Ga S 1 401(('C c.idt MA11,1a7,4/ /17..c514,//IA ,Y- /-clc�.. i 4(-4.0 s " 11,--c • -ec/v y-c o,,,l s cif 0)4-- G4 s -4 I M of v�v G G7'-f//'-c S /!n S 114 GI!/Y� ,1•%es • �`iSiW7 1A)i l�b -(1(4t p-s r AA MI z 4 c-o z ha it;Uva ir�i.,`O c-�� /vim( /Tr`A.-0 /e' c ri'ri1r�, ltJA.I In SI {G4l c4'• • ), ;41Sla Sre /•er Ak i D Vim- • /C i ec,✓ i -L (S l t,4 r? conA/ /i'4'a r.-e- 61Ppr PcQ s Qrdw do r-c s'�b.��v (,ti 5;� y ,•uS/-eG7� 'e2~ • IF YOU HAVE QUEST •NS CALL riS-C� SZ�C (253) 835-762' WHEN CORRECTIO 1S HAVE BEEN MADE, CALL (253) 835-3050 FOR RE-INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page l of r 004 .. REIVED PERMI PlPPLICAZ' ION Federal Way JAN 2 4 2013 9 b - • (C:ITY OF FEDERAL WAY OCJs l 3 % PERMIT NUMBER _ 60 --/- 0 (/ - S� TARGET DATE 44/451//CA � /� CA SITE ADDRESS SUITE/UNIT# 3 21 z/ --c p‘&9_ 5 —ed , PROJECT VALUATION ZONING / ASSESSOR'S TAX/PARCEL# $07, �c�, `=(. /S , d 0 / l e 3 _ 9 6 & TYPE OF PERMIT BUILDING pr PLUMBING ft PLUMBING' MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT '—r, -C _\ B ; !d k t,C • PROJECT DESCRIPTION c.,,,,ile4.4./,‘./71--„, C'�- �f. e t" A Detailed description of work to ., be included on this permit only NAME PRIMARY PHONE t PROPERTY OWNER II�C '4cJ• l� +Cl'1 trAE L kk /--) �/x.01 S .2'' 3" .•-7) _,'I ck/ MAILING ADDo E-MAIL a-1 02-- S 7-. _ =, rr1 _ ePrt.- rim/a;/: et eV1 CITY STATE ZIP 1C;1Vtit/l (.v•Q- G yC NAME q PHONE arm-A-It 11.�g—Cr / i-77 !C-t711 .z.)/.£"--z - (Y /1 MAILING ADDRESS E-MAIL CONTRACTOR Z 53 S . <t':61,-0,-v1la' lie' -- r7 Ali Aa;%/Lee C'C MA(l 61 FAX WA STATE CONTRACTOR'S LICENSE# IRATION DATE FEDERAL WAY BUSINESS LICENSE# / M 11C-r c( s i Izi /1'; i�-JCL elk (:C - 13` NAME � PRIMARY PHONE 5;7t1 771'< 7 ( /y/ i-4-t.,1..- i4)0. z.1/\- ._ APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX N A PRIMARY PHONE PROJECT CONTACT I47 7 C i' j-ja e,t' . (The individual to receive and MAILING ADDRESSE-MAIL _respond to all correspondence concerning this application) CITY STATE ZIP FAX NAME PROJECT FINANCING 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 of this permit application is true and correct.I certify 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 information supplied to the city as a part of this applic on. SIGNATURE: C_ -'- "—� '`" --`1.--DATE - PRINT NAME: al Vt f Bulletin#100–January 1,2013 Page 1 of 3 k:\Handouts\Permit Application S • 11 .4k DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8`h Avenue South Federal Way,WA 98003-6325 CITY OF 253-835-2607;Fax 253-835-2609 Federal Way FEB 12 2013 www.citvoffederalway.com CITY OF FEDERAL WAY CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or re vised 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: / 3' - // 0d 70 y _ oa _ oet Project Name: ____/eXtzt000re-- TA guild kJ.--Ci Project Address: Saw*/ er:ree Project Contact: / #', Phone: _F0 -9`�l RESUBMITTED ITEMS: #of Copies" LINN Description of Item 4fa- reActior **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : Letter Dated: a- I T 115 (Stan Member) RESUB y#- DISMUI10/7 Dana' aE_ '":e ;✓ De•t/Div Name # Descri•tion Buildin• F� /Alkall Plannin• PW rteMli • Fire ■ Other Bulletin#129—January 1,2011 Page 1 of 1 k:\Handouts\Resubmittal Information • DEPAR NT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8th Avenue South Federal Way,WA 98003-6325 CITY OF 253-835-2607;Fax 253-835-2609 Federal VVay APR 29 2013' www.cityoffederalway.com ciiv OFCDS FE FERAL WAY RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revisedpians or documents for an active project wiiinotbe accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the collect 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 ifyou are not sure about the number of copies required. ** ANY CHANGES TO DR4i 1NGSMUSTBECLOUDED. Project Number / - l 0 7 a - 00 - 5 F Project Name: /44/�/4,-C ��<y Project Address: 'OCA/ -/ r' i-1z Ste/ Project Contact: Sl( 7/‘ Phone: .9—S2 60,r 53e RESUBMITTED ITEMS: #of Copies** Detailed Description of Item oz. fc-v/SoO **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : Letter Date : (Staff Member) f x,.d3 L�3A, m+bx "'� - ..< RESUB I i Disbfbut on Date: mmor De•t/Div MEM # u escri•tion Buildin• Piannin• - � PW a Fire III Other Bulletin#129—January 1,2011 Page 1 of 1 k:\Handouts\Resubmittal Information ,, :. , • A. DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 33325 8s'Avenue South Federal Way,WA 98003-6325 CITY OF `+"', 253-835-2607;Fax 253-835-2609 Federal Way APR 19 2013 www.citvoffederalway.com 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 ifyou are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CLOUDED. 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