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HomeMy WebLinkAboutPermit 4122 - Larson Residence• Job Address 14205 56th Ave. So. Tenant /Owner Joyce Larson Insp. Date of Issuance id - i2'S5" Description of Work New amily Residence Legal Description King County Assessors #39695q0-0 Address 12244 49th Ave. So. Seattle, WA ED, Attached Property Owner Joyce Larson Phone 767 -3243 Engineer Architect Address Phone Contractor Eck Construction Co. Address PO Box 68802 Seattle, WA 98188 Phone 242 -1756 Authorized Agent p - License No. v Value of Work 70,000 ire •rotection Q Sprinklers 50 Detectors Use Zone R -1 Type Construction / /0 App r- -eP -c t y Issued By: ,60,e INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. P 1st F1. Rebar P.C. Footing 9 -6 0260 2nd Fl. Fdtn. Bldg. Slab id• / /0 Frame Demo. Bond Wall Bd. Sur c 15.00 /U 12 / /l) $ T ot al /� �1 U Total Tot. Tot. 582.50 Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical ert. o ccupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. P 1st F1. P.C. 223.00 9 -6 0260 2nd Fl. Bldg. 343.00 id• / /0 Demo. Bond Sur c 15.00 /U 12 / /l) $ T ot al /� �1 U Total Tot. Tot. 582.50 CITY OF BUILDING PERMIT TUKWI A THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Utilities to be applied for Approved for IssuanceCBy - NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORKOR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON ACTION CTION OR THE PERFORMANCE OF CONSTRUCTION. Signature of Contractor or Authorized Agent ate 7d PERMIT NUMBER /44,,,2 Control Number 85 -265 Fire Dept. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 Job Address ]420:', b6tit Ave, So. Tenant /Owner Jo ce Lamson Insp. Date of Issuance M.47;,' J .- 17. ' escription o or New Si (le Fanti 1 v Residence Legal Description Ki na Count Assessors ,r ED Attaches 'roperty Owner Jovc Lar7ou 'd.ress 12244 49th Ave. So. Seattle, WA ` Phone 767 - •3243 - Engineer rchitect Address Footing Phone Contractor E , •n s r • " ► Co. Address PO box 68802 Seattle WA 98182 Fdtn. Phone 242 - 1766 Authorized Agent Dgnnis Eck License No. b" ;ki';') ' ? , uI: 2 1 1,') • -' Value of Work 70,300 Fire Protection Use Zone R - 1. Type" of Construction Appl ►•- Aceepted --By Issuee t i: h -6,. um Sprinklers IX] Detectors INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. # 1st Fl. Rebar P.C. Footing 3.4 . 0220 2nd F1. Fdtn. ....-4/< -- L Bldg. Slab 1,') • -' ;/(,j Frame Demo. Bond Wall Bd. :;t.ir co 10.00 /Z)„. / /0Q //(k , Stir cc 1.50 /0 ,/ Total Tot. Tot. _Iota l 5U.50 ' Dept. Approvals Req'd Insp. Date Pl 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy "' Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. # 1st Fl. P.C. 22: 3.4 . 0220 2nd F1. ( ....-4/< -- L Bldg. J 6 .M0+ 1,') • -' ;/(,j Demo. Bond :;t.ir co 10.00 /Z)„. / /0Q //(k , Stir cc 1.50 /0 ,/ Total Tot. Tot. _Iota l 5U.50 ' Special Conditions Utilities to be applied for Approved for Issuance By ( ....-4/< -- L BUILD PERMIT TUKWILA E RMIT ST BE STED CONSPICUOUSLY ON BUILDING NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE P OF CONSTRUCTION. / Signature of Contractor_ or Authorized Agent. '•A ate /,,r, ` � PERMIT NUMBER J j`�,. ;% } Control Number 8:; FINAL APPROVALS: Fire Dept.. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 y a�s' Address ,nlw,w ��.>.. CITY OF TUKWILA Building Division 6200 Southcenter Bou.ard Tukwila, Washington 98188 (206) 433 -1845 Special instructions: REQUESTED: —r-86 9 -3 - 86 .4f0'..-e. Date Requested Date /Time of Request Requestor INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) CITY OF TUKWILA - BUILDING DEPARTMENT Inspector Ag INSPECTION (� `., P7 CORD # y /�2 /N Type of Inspection Date 006 uwKYndwr? 1rrtix.» aef�. Paa,« er+ N++ asw,+ a. .n..awrwww..w�.w..n.«.....�..w. CITY OF TUKWILA Building Division 'C 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 14.105; ;510' Ai)(L.S. (1-401esovi 2) +LIALLA.) Address CITY OF TUKWILA - / BUILDING DEPARTMENT Inspector " /// .... w.. w.,,,. a., r 14. 1 44.1•1$0 1 0411..tLP_'4.t INSPECTIO =CORD Permit # 4(a Type of Inspection REQUESTED: 530 P. m . 5479 1201 Date /Time Requested Date /Time of Regi(est Requestor Special instructions: ;irha *i�/kz:x�race� i INSPECTION (details of actual inspection): SLor , 444:1 nor s,1tieJ i, ' ,4eI5eure, /)Se tiyaeel/le/O6. eGw Scala • 4' tdacs Zo# eI / i `aPIOP 27 isSuasree ' /�v t�: REMARKS (results, descrepancies, etc.) /e`rh,ca/ y �'��'a� rfe / /mod Date 673c0'1 CORRECTION NOTICE The following items are found to be in violation of Ordinance / i i ^ tvt4 ,9/ S d9/6- p ile r C /efr/ 6(.14-771 0 E- (9/1 Lit e. /- - ?// r;.��.�'z/ ear . ;a�' rf CITY OF TUKWILA Building Division 6200 Southcentor Blvd, -Tukwila, WA 98188 433 -1845 Date '9/ Job Address � 7 , ") Building Official /Inspector and shall be corrected. Perini t 4 Date (/ /o 7 Tenant/21W C- �'.�(' ' Time e:46- Address: • 141,0 — AVe- Date Wanted:G(.3- -f a.m. p.m. Contr. or Owner• ELL1k. C 54-• • Type of Inspection OWNER CONTRACTOR DATE ISSUED CITY OF TUKWILA BUILDING PERMIT (NSP''OTION RECORD POST AT OR NEAR FRONT OF BUILDING PROTECT ;ROM WEATHER City of Tukwila BtJ1ding Division 433 -1845 B.P. SPECIAL CONDITIONS trNOT JOB ADDRESS Control f WORK TO BE DONE Date Issued Inspector must sign all spaces pertaining to this job. TYPE OCCUPANCY TYPE Grading (Bldg. 433 -1845) Slab (Bldg. 433 -1845) Grout (Bldg. 433 -1845) Frame (Bldg. 433 -1845) Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1845) Mechanical (Bldg. 433 -1845) Wall Board (Bldg. 433 -1845) Utilities Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433 -1845) Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) DATE w INSP. NOTES Setback (Bldg. 433 -1845) Rebar /Footing /Found. (Bldg. 433 -1845) • 59 114 'pEc o?-5 t$ - T z 40‘ COPY TRUSS spAN 19340 N.E. 50th REDMOND, W49805 25t 7ti0 U. 0.G. 14" o.N. O Cantilever Plate fl Plate f2 Plate f3 2' -0" to L/6 - 3.2:10.5.! -312 11- 3.2 :6. T -36 R- 3.2 :10, 1-310 L/6 to L/4 - 3.2z7.5.T -38 1-4.0:6.2-46 1- 4.0 :9. 2-48 at L/4 - 2.4 :4.5.T -34 _R-41.0.6-2-46 R- 4.0 :9. T -48 FOR LUMBER REQUIREMENTS AND JOINT DETAILS NOT SHOWN SSE: T - 36 - 4 - 42' (4/3) S -15 -78 T - 36 - 5 - 42• (4/3) S -15 -78 • Lateral bracing required at 3'-0" o.c. waists on Mottos Cord of cantil d cad. 12 4 or 5 Plate 1 /733.- , S C14' aIv Plate 83 r Plate f1 a • 2 1-58 � Cantilever - A to 6" (4/12) to 4" (5/12) R- 3.2 :9. T -38 (6" to 18 ") (4/12) 2 :4 wedge R- 3.2:10.5, 2-310 (18" to 24 ") (4/12) 2:6 wedge 1- 3.2:9. T -38 (4" to 12 ") (5/12) 2 :4 wedge R- 3.2 :12. 1-312 (I2" to 18 ") (5/12) 2 :6 wedge varies 2' -0" to L/4 (4/1 1 6aries 18" to L/4 (5/12) s3',�'T^..:1';.ru` plata site ease ae left heel 4" (4/12). Cantilever - o " (5/12) :4 Coast. Grads Mee- Pir /Doag -Pia e Plate aims ease as left heel Cantilever - C TRUSSISPAN' - 19340' 80th REDMOND, WA 98053 aDTd :Odus.area•• esOWM 1 51 * ansdy w• N apta0ary d M 'ape*** carrecaa. 2. N 4r•d4 Mniporary and Daman•'•. 10 read WPM bad MO* ammmd aM pmdNd 59 Mama. 3 D•oDr wawa "dry cadam" of we in namormaam aewoawa 4 Deagn ea*wa taead 6revdg d 3'ac by da ITOCOMNIFFNIRO ct 5 Daagnarw aMi6anyrnews.StmborvdpRt.-,,. 6 Canby ha s L/TA ba•eear a9yr•*. 7. A6aaa d inge s aaapo s W anaaoa Mead bswa salad eAea Ma•n• O. Mammtmommidomimmimmowwwwwwimmammn OVERALL LEMCTN OF 36' 4• SPACED 24.0. 0.C. R1C41 CANT OF 2' 0" TRUSS LOOM TC UaIF 1OAO OF 3P,00PSF 1404 .0 TO 36.7 TC COSC LOAD OF 102.00183 AT 34.47 BC U' Loaf': OF 10.00PSFe FROM .n TO 36.7' • S P5F CEILING RE0'IC1104 TAgEN(S/5 *ALL) LNAN nuRAT109 INCREASE a t.1S LFF1 NEACT1b!. z 1246 RI5r17 REACTTOA a 1633 1RU33 NE•4ER FORCES (C04 1) T 1 •2818 4 1 2473 A l •803 v 3 a4? T 2 •2398 8 2 1704 • 2 801 w 4 -271 Ti -2127 a 3 ?197 r S ■4335 T 4 1902 8 8 •1405 CANTILEVER AT L/6 LEFT REACTION a *023 RICNT REACTION • MST TRU33 •f• ■ER FORCES (CON 1) T 1 - ?111 N 1 P • 1 •6 d. 3 •304 T 2 -1890 8 2 1836 • 2 800 w 4 A0S 7 3 ■715 8 3 273 v S •2472 T a 1769 8 4 •1678 CANTILEVER AT L /4. LEFT REACTION a 878 RICNT REACTION a TRUSS NE•5Ev PISCES (CON 1) T 1 •1546 8 1 1485 d 1 .855 1! •1106 4 2 843 a 2 857 / 666 5 3 ■1867 T 4 1940 8 4 .1840 2234 w 3 -iS ?e w 4 1551 N S .2205 Loft Bearing Required: 4.48 ■i /2.SS DP aq.ia. Right Bearing Required: 7.94 117 /5.05 DP aq.in. Map CT - 36 - 4 - 42• (4/3) Sr? �tamp=I aLLw dr• edea eara ►r.••••••wra•erwars••rrMre aa*aandal 4rTR: 11/1/79 �11•�aww ~TTa +w ~~.. � Wait' ccrrrw••� ua�c arrwrrs•raa.rar.raorfa . w R�•rara•w oe••waaa Um iamb .w - .>r w •r•••ow g asJr r•aa ow ••••••• .•w , •r.•.rer t rr ��yff W. S -1S -70 N: JM Qh: I *"'�81a`+•w rasa •aaa wwaw�r OM" 'IO•.•MamaNn.ar• rerv•a.a■wsdsr.•rdwwsd dl•��•s ws**atw*•warwr•werawwa.ara area.aaw.•warr + hava.•a.••*+r . r.rr• r•. Wok •*M.ra► ICAO. *Mn a .1•m sou 411 or ••4.414. 41104E • .EGGS- FOR SANS .3 , • Fr way be n..M•.....o. MM••t 4 ••••■., TOP CHORD 11011014 do •M! •E•••ERS -td Mot C•q.M MU MIL: 110111 Rte: T M 21 • 4S • Tti STrpUO OR E 1 N • 1 LATERAL SRACIVG as 4' 208 •4.117. IS 0' 3.5 4.0. 3 244 81.016.0,734 •2. 0. 2.0 •.0. 214 4•.014.1,T04 44' 4 0.0 4.0, 4 244 514.008.0,T4* 467' 0' 3. 4.0. • 211 R1.414.S,T •6 42 0' 1.0 4.0. • Or 214 44.044.5,T44 34 0' 1.5 4.0. • PM( JU101 DETAIL A (') 12 �.00 (•1 01100E [ •44.1. 42. (24) 4,4 6 / ?1/7'1 3.15.14 Olokpir,,4 Q-Sv /733e- -4t 7 & 4 //z - coihflcn% 13"M04,0) N 4. 4 *MIRED Fn0 Ted PAPAL POINT SPLICE (43*1 4S.017.S0310 TO 44' 6•(4442141 • 84.017.5.150 TO 42' 0'(.40 ?14) 111.016.0.TS6 TO 111' 4'(1.01 410 SPLICF 113.21T.5.t ?.n /R TO 44. 11 '14411?141 R ?.417.5, Tn In' 1t'(R• :2111 nFF 4 4011 PJIhi 3•LTCE (P ?) 114.n16.n.T47 rn 44• R. 01.214.4.744 To 4 ?' 0' *1.216.41.718 TO 16' •• 2 •1•0541111 30• 1' 23 OFF P•MEL 00I07 SPLIte (T:) 218 01.016.0,T16 TO 40 S' 244 R1.014.5,T44 TO 12 0' 241 R2.416.0.T ?.S /6 TO 11' 0' 201 02.114.502.5/1 TO 38' 0' PANEL POTNT SPLICE (TIP 216 45.611.S.TS8 TO 40' 4' 214 11.846.4,T% TO 42' 0' 216 P1.476.0.T36 TO 41 4' 211 *4.1116.0.754 TO 36. 0' 21. 1 4.414.S.,TSITO 10' 0' 80 3PL ICI 02.416.0.T2.5/6 TO 48' 4' *2.414.3.73• TO 42' •• .414.3.72.5/1 TO 16 0' TJ! PANEL POINT SPLICE (4.12) 44.411.0.7310 TO 44' 4' 44.417,5.T50 TO 42' no 00.4 64.0.134 TO 34' 4' t-n SPLICE 42.216.5,T2.5/4 TO 44' 4' 1 :.413,0.T ?.5/4 TO 30' 0' 01 10. 0' 3 0 . *AIIMUM TRUSS MEMOER F04CE0 T 1 .4544 4 1 _0344''i 1 • 2 •4013 0 2 3105 N 2 T 3 •2798 PANEL POINT SPLICE (132) 206 113.617.5,T30 To 40' 0' 216 44.416.0.T36 TO 12 0' 211 440I6.4,T56 TO 47' 0' 214 114.1116.4.TS1 TO 36' 0' 714 41.014.34,TS4TO 30' 0' N0 MICE 01.613.O.T1 /1.3 TO 00' 0' 01.613.0.131 TO 36i no 10.043.0.T31 TO 24' 0' *EQUAL PM(Ei3 0OT[OM 040110 QRMNTO 44' R' 0000■►IR *4.01105 TO 44' 4' 43.21105 TO l0' 4 43.244.0 TO 4S' 4' *3.217.5 TO 37'11' 8 2.111.0 TO 33' 1' nOUO.FI01 7110 TO 40' 8' 7312 10 13' •' 1310 TO 01' 1' 130 TO 33' 3' 12.5/4 TO 24' 0' TRUSS SPAN 19340 N.E. 80th 053 1450 F x200 F + . + ■•*.m.a•. / 4• - a.,,•t�... .Tt�•r• w.r� +� - :�iw --} 37 1' i 33 0 ' ot.• � t•••bew4a at 0.017•••0 sYa • =r wee . v+s b.•..•.a.w 31• 69 24• 0' • wow �vr.".w. 0 two m•• same 0`48 8 SPACED 24.0' 0,C. 4.0112 FM* 6/4 CONFICUR•TI0N MIN LL•0L ON R 32.0 CEILING •�T . 0 Fir • TOTAL 01310* LOAD • 42.0 09F • • 3 PSF CEILING REDUCTION TAKEN, AIIAL 370031 04L7 LOAD DONATION INCREASE • 1.13 REACTION• 1776 ■61? M 3 •1404 61S M 4 1267 • I , • INSPECTOR COP ME4•PIR 44.01103 TO 4S' 4' 03.21103 TO 44' 4' *3.214.0 10 43' *3.211.5 10 36' 8 2.111.0 TO 31' T410 7312 T310 746 145 7' 6' 0' M1M.FI4 TO 44' 4' 10 41" 0' 10 37'10' 10 30' 5' TO 25' 6' 1 •11•PM•L OS1l1OMP • mo.. ore was/ S•• t,4 1. 4•. r•e..0. •.r w• w•S4Y.r r•re .Y.••,•• mix - T1 • ••r1•r•e w. Weer' In TWO •w./1.44.1...S•.1t as. Min =We w }ime maims •.pin in Nlue /gem Wan 's7 Tee. w ••••• ••• We 11'• 7t' •c)s•t we • s• ••••• Ow p•• "Mr) • • anall PT= ewe" Ina wow ••• meet era ow sow ammo •ae17t•••O Hw•.M•.se•.•w•1•.•s.w••••••s•r.•••• •••w•••Ames)mee.•••••a•e1.•••Mwe•• 4114IM C•T4 •r •• •1.111 •11144► 104.1! •rr•..•..•P.ra anew wend 10•wORrwar T• ••••■• we M..•• .1..••Y 1 e•.r '0 .YewY •• 0. •Y wed el YAw w a P1 ••..e•c dry woos. tr le• 0 Awns we Motes a o gno0. =MN" Tea' CHORD BOTTOM CND Veld MEMBERS 24 TC T■56, R- 5.6x7.5 2x4 TC T -56, R -5.6x6 5" of 5.6" Symmetrical About Centerline Res.: S -15 -1 ! 733$ aa( CoMst 4t f 0"`, � s5 P. M. tU"BER 5NALL RE or virm.•UE GRADE IL SPECIE FOR tRUSS SPANS AS NOTED BELOW .Dropei Pr weft oe sobs ammo 0•5 5 5 50. SO2 t No 2 CONST SEL SYR NO 1 5.a DOUG FIR DOUG rIO .:•.•.111 RE ., 00136 FIR DOUG Fm r,0 NE.l.FOI M y �Lysf.i'o. 1 .3.'.16? _�'-L i Nf����'f�=Mill �*�^! n I+EMfIR oR AS NOTED ON OE51GN + 2x4 Loreto Grade Hem -Fir or better where 2.1 STANDA RD 00 STUD 12 4 Alternate Splice �: 2x6 TC T-46, R- 4.0x11 immum. 2x4 TC T -36, R -2.4x6 1 2. St' .. T-2. 5/ it -2.4x3 - -t. - 1/15 _ � r = LJ Alternate Splice T -58, R -5.6x6 DES. al: SH mar: No Splice T -46, R-4. axe to 42' -0" Splice RN- 9.8x12 to 42' -0" T -78, R-7. 2x9 to 38' -0" INSPECTOR nnpY 2x11 TC T -56, 11- 5.6x7.5 2x4 TC T -56, R -4.6x8 1.5" PANEL PONT SPLICE DETAIL No 2 NEr3-Fm " 28' -2 CONST NEM riR 2300• usR 21001 •.1511 Attach: 2x8 nailer with 3 -16d nails at each truss intersection. 4 -0" 42' -0" 3 EQUAL PANELS 807. CHORD "Li MD -: laltetea 1. ...-'. 0..rwreper. IPA 7700. 10 .1 ad•O•Oof MO M ere .lr_W.d so Idlow' DG4 - 42 - 4 - 37 (4/3) 2x6 BC moon , ..dt..rOwolleT - **wash r.1 r•- +r.0 - r.a r r. wrerndw ....•+.r Dan 3/30/78 bowl.l.+t •bawpw -o-I:alwomo + trti.n . From. Tr.w.P.. h. 1. 7t- o...."••er.mwmv kw. - .. .•..'... R sotto• •.dca.ldti taros. ill: *Isa .,••..w.• .32" tom Ise* eg. Twm..n.d too par hole,* 15'. 73 .. Ibr.... - R• Woo .,maK•MSaetear■.s+.... Ira' may *MI mar Mrm•,.d Polo a.l.P1.. 1/e ,ol r RSR1 42' (2) T -48. (2) R -4.0x9 to 42' -0" T -514, R- 4.8x15 to 36' -0" TRUSS SPAN 19340 N.E. 80th REDMOND, WA 98053 1700 .3511 (Ili•- .42- IR/ 41 7/b .1 C i..' 42' -0" Dutch Gable t for 4' -0" set back from end wall TRUSS I.111J If f. TC I::1F 1n41 nF 1C Ill j1- L• LF TC Ci•.L Lori or 1C Cos L LOA' (lF "C Ilra)F LOU; Ill 11141' Plwalllll: T.'r:Iran = 1.15 111 MI ACT ;DR = ?qSI Itf:I'T hEsrT11;., = fWitS.S t r .1.1 FWCFS (CI I) 1 1 -bhj0 4 1 0444 . 1 -13.0. T 2 -5972 1' ? 357? .. 1 1 .i - 59 7 2 h i 6 .19-. T 4 -hhS0 /011114w0: Nam et. Is KAKI on OM le... et Pm, and pis of as wt t...•r•.a couc.* =In p.m ... own wen an.. •• •a.wl 0010110201CATE lCE OF ROTE I•. a1C/aS E stn. O •.dear. 1e ea ,'oa ...d 41 aws...10 pa tiro bac d..q..Hri M.lC 00' 11,1601..3 slate GENERAL E`O TES; 'unless olnene.se speoPedl 1. 100i/taboo K ent..ely If+e res0ons-0rty of me resbeclr.e tontr 7 / M brsong. temporary and pennants! 10 , C3 , 311.11013 1 'Daces 10 be Oes.pnld POO 0O Led by others Desgn assures lateral brae g at 3 oc lop cho.d 17 oc boom c Des'pn assumes rub bear.ng a1 supports Sham w ..edge.. neces Camber buss 101 720 bed.een Su0p0'IS Adequate dra.nage.5 assumed 7 .3 eon!muius latex' brac.ng reou.i d Mhele shorn •• 9 Impact bdgng or lateral bac.ng recommended *here show' TRUSWAL RONEL • LFI-1 I.vhr, ARE& aE9'11 1n.110F/ 6.440F 5414 P1bf•T III:NG *REA .7€1".1 Ib.l1' / 6.46DDF SGl'. NOTTOI CIO. • ■s1�NI I. 46 IRV W 111141111111" X41 .1 Ill TOP Callow Callow O SIZE OP AF H AF L/15 •; nor PFM/ AF SA HP Si HP ■2 N► CON !IF PASO F 2100 F MILS F 1 /fie F f en R . • • • l5 • MSII(501.) MOM MOLL rill u Xl -.% x.11 t4 IllawaNdO Moat Cavaalne 1111110.: Sans: 101.: • C OF ~am slum 4 "KM FON TNUSS SANS AS NOTED BELOW fFt 7�fSPr ''f�i�F1'Ti�Fniv�i� =�rI i � fl [ rtmarr i <TitMiZI Ewa FWD maim - - -� Q_- - - - - 111' fTuwT1 CT: FtI S If [rilL5rTIa�TJF7TiLIIFTfi131 l fl T1iE11ZEI STfRM IFIEITfl YM STAIOMO ON STUD OWE NHA M L1. NO 02 IEfIm 01 116 faTEO ON XI STANDARD OR STUD GRADE MEM.FIR FOR eggs MEMOERS PEAR JOINT DETAIL A• 816 04.411141.0.T06 04.411141.0.T06 36 0' 2.0 216 Rs.O14.5,1S4 31' 0. 2.0 2X. !4.1X4.3.144 34' 0. 2.0 OFF PANEL POINT SPLICE (12) R2.416.0.T2.7/6 TO 36' 4' 1 R2.414.,T34 TO 10' 0 82.4X4.8.T2.5/a TO 2 0' T •36.4• 42. (24) 413 513117. 1.19.7* U l 73! 3, EcdC Ccivs7 - } S• 4,0. 4 4.0. • F•, OFF PANEL 1 SPLICE (T2) 216 *4.011.5.711 TO 36' 0' 210 1142.414.S.T2.9/4 TO 34' •' MAXIMUM TRUSS T 1 .7001 0 4.0. • PANEL POINT SPLICE (TJI) T 2 .2663 R 216 44.016.0.TS6 TO 36' S• 214 1 4.074.5• . T700 34' 0 NO SPLICE R1.613.O.T3/1.S TO 46' S• 10.013.0.731 TO 24' 1• 1.12 ■•T O• aaMNr• sew Now-Fir • *•eM•af pawn POINT SPLICE (SJ2l R4.016.0,TS6 TO 36' S• R4.014.s•T TO 24' 0• #/Z 6r IN NO SPLICE 112.414.5,174 TO 36. 0. 12.414.3,72.5/4 Tn 30' 0• 02.473.0.T2.5/4 TO 24' 0 r SPAN To 36'\ SPACED 24.0' O.C. 4.0112 PITCH 7 4/1_COM_IGIRA - LIfl LL•01 ON ROOF • 32.0 ISF DL ON CEILING s 10.0 PS/ • TOTAL DESIGN L0A0 a 42.1 ISF • • S ISF CEILING REDUCTION TARES, AXIAL STRESS ONLY LOAD DURATION INCREASE a 1.15 AMER FORCES REACTIONS 1332 1 2.21 M 1 .604 N 2 404 2 1050 INSPECTCB COPS 3 EQUAL PANELS BOTTOM CHORD A 'PANTO u' 000I•FII Kook* *2,010,0 To 31 S• 13.287.6 • TO 36' S• R2.4117.3 TO 32' .• 82.110.0 TO 34' a• 12.416.0 TO 26' 1' 82,4117.S TO 30! 3 12.0X4.3 TO 20' 2• R2.416.0 TO 24 To 12.4X1.5 TO 10' 0• 0008•FIR 134 TO 36! T2.7/4 TO 31' T2.5/6 TO 23' 12.5/4 TO 16' TRUSS SPAN 19340 N.E. 80th RED111.i` 9vn� • ■■•••••►w+N•+IA••NINPo+mar 3 m Noma w..eO..a u . - - -rr.- w.rw+r�r.F. 3 04411•4•1•••• • a•••.w....•.•. . W :rr •s s�•.•.••...7 a '-., 7 NOW • •• . V»••r�l••a. 7 .3 O ar. • Mi +w-. • •••• ••r.• wg •.•I••.iaaa•w•.4... '0 •.••a• W 04 .w.rdr• MEM•►IR 0• T41 TO 36 0 746 TO 33 6• T47 7O 2Sj 0' 136 TO ts! 12.5/6 TO 21' S• 0• 3• 6• 5' To•LO••a1C. - IFff.• MP•+ web, la rr••5. .. g.r••••ONI•r sag w4ANAION NNa. man wowed br palm 'rl ••••• 144 •. 3 O'• Taw w/rN.N• MN* r TO" ■ TS .c NOW somas. Sim 1•••••.•.oM.'•i IOI400.••.. 10'. Sr' sm. 'WO wanr•.••••.• *Os r 2Y•7Y' Pc. N•.w•••. ••••••!••••04 Ps% 101 • • now • SOW MmIe♦• oft ,.. ►•M w. a •.w ON ••44 4 .O•,IaalO. n..•••••• t!••••• e•• bcNd• N/• ••••L• •••••• ywM UR NNW RAM ram L_. !•••a••••.•••••••••1A.1/•••••• I• •••114111•1•04•• N•.• • ••••.I .,N•••tl "•a••••II M•. •r Mrfw Oa ••F • ova ism Nor "Mrs ase IC•OWOW/ ad IMP Hal a sgnoo• CO•IO•ny T DP csIOND p0TT CFO. WER MEMSEas 12. ttI'PEN SHALL SE OF NIONIOUM WADE a CHORD SCE .3x MI. Sin 11000 FIP NO 1 DOUG f M f,AIOM D Oii SEEN FIR. 2.3 92 NEN -MINOR AS NOTED ON OESION CHORD 2x4 1800F t -t R -5.6x6 it SyNtlwM & About Centerline ALT. SPL R -3.2x6 maxim: 4DC -30 -4 -42 teTE: 6/1/81 mm, C-15 -78 ma. ax: CIL NY: T413 1733,E • ' SPECtf s FOP TRUSS SPANS IS NOTED BELOW IOAuOIaa F. may be srbst9Med WINN, I1 4C w y.Med 1 NO 2 DOUG FIR ALT. SPL R -2.4x6 L/20. � CONST SEL sift UG DO cal HEW 1111 14" R- 3.2x7.5 (!10 S) R- 4.8x9(Spl) L /15x / r = - -4.8x6 NO 1 ICY FIR 1 1/2" PANEL POINT SPLICEDETAB. 1_ 4' -0 (R -4 :10.51 R -2.4x3 NO 2 NEM FIR CONST HEN 191 ++ 2x4 Const. HP where noted ++ (R- 1.6x3) (R- 4x10.5] 24 ALT. 2' -0 Stub, Plates in ( 1. To 30' -0 I .. 71181 MSR 3 EOUAL PANELS BOT CHORD R - 4x1:. INMMI cakkee30033 T Wraps • woe oak mow/ Non t• -• own ono are n*nolnyn.nnd n SIM "OW" ay Pa•• - T'1 SWAM w 41..115..1 lows T..a. w 11..K/. -1r-pm ■da a tb'. 7S' •c.14004 w as tti A� Neltalle 9! 0. 0.1 to NM pl. aela..11. Noe Tams am ae.dm,'.o /t-a- 2s". TS oc Ness -...M- RN Pisa 1044•4141N OaN. - a1 1 a • Woe Naar common .T awry fed K- cabala W talon ...tad FOl7TRf4itl' NMI saelabra .OenEd1M.1/m1- a.dPataton•• ute..n.<n eono r•aoaamcwl.bwr.el.a..n...sanoral 11501 NSn .•I 17001 SASS 40C- 30- -4 -42m TRUSS SPAN 19340 N.F. 80th REDMOND,: WA 981053 GENERAL NOTES: (unless °Metwrse spouted) 1 Installation rs entnely the teNi ns.h.Ay n1 it11• resTlecd-e conk 2 A11 beacuq t0•rpr..Ky and prm.,l...n to n, st Wiwa- ones 1 be de.gncd and prmded by 075. .s 3 Desgn assun•es 0 1.4. . I' us.• 1n nOoLoO0S re eA+r 4 DesKJn T :Sum.•s 1.117.1 h.JCUq at 1 rs lop cooed 12 oc bnnprn hcod 5 Oes.on assumes hull bedn.q al autKKl.•a Shin or ...:A 9' J o t-C • f 6 Canto. Suss to I. .720 5"17x..15 7 Adapuale dlaKCllje S J5 1l 8 1.3 CUMrnudR late•aI Wacvq rcgn.n.t *Mot• shown • 9 ',mote bndgn9 a Ialeral b.M.^V rec'.o.'n•wLw! *hem sM+n • 311' 0 DUTCH CABLE TRUSS FOR BET BACK OF 4' 0" FROM END MALL DATE 5/29/81 TRUES LOADING UNIFOP.N LOAD T. C. ■ 64.0 PLF NAILER LOAD ■ 64.0 PLF CONC HIP LOADS ■ 128.0 L88 UNIFORM LOAD B. C. - 15.0 PLF LOAD DURATION INCREASE ■ 1.15 LEFT REACTION ■ 1990 RICHT REACTION ■ 1998 TRUES MEMBER FORCES (CON 1) T 1 -4804 B 1 4633 U 1 -978 9 3 1251 T 2 -4227 B 2 3133 9 2 1251 9 4 -978 T 3 -4227 B 3 4633 T 4 -4884 LEFT BRNC AREA REC'D 7.0614F/ 4.580F SOIN RICHT BRNC AREA REO'O 7.06HF/ 4.500F SOIN E NTS INMATE I M Om RATE w NCNIS E11r1. S.M a at.....n...O.eea rar,ea -oleo,' Mosses W.. fn., d a W.M.M.7'w• Horn F• .s wog:Aw 1 1f_Gr►r O nt. alas 119. 757.u1 .a aw+ an bp. .Fm bass[ d..on ra.xa tea 1 C 0 0 11091107 and 17•1705 c zszsYnsysiE>vis a ‘•OSwtr' CO "•Pdny ._.__. _ _�...- .�._.,... _,.- ..,,..,,..+nw..- ..:Y._-....� _- exs.. a ', �. �±•ar.^� =,+-; <t3.< ^,`,... :.. cn.`Sfik :v:.. ^:,'3{' aLLU.a61.4 itI •aCn FUN N1P 4 ANS OF 3I2E AND IkAUt L13itu btLUM L�•0 as 30 /!F — 6'la3E 61 uF 62 ►'F SILL ji • •' S• •' 1' 6' 4• l2/ it • -- - 7' i l' 7' 6 7 41 • a' 4' 7'10• e' 2• 21 6 - __ •' 1' 7' e' 7'11" 14/ is • 1'►' 'I' v' 5' 9' 9' • •• • -1'I' s• 9'11 10' 3• _ ja 0 __ _. 9' I' 9' 0• 9' •• (2) is 6 'Plus Il' 2 Ill 7' WE a 12' 5' 11' 9• it' 2• tots I1' I• Id' •' 10'10• 12) laid — l3'ld • _ 13' 0' 13' 6' 4410 14' 0 13' 0' 14' 2 'Alt_ _ 12' 1' 11'10' 12' 1' tt) 2A1! IS' 7. 10' 9' IS' 3' 4414 1.' 5• IS' 6' 16' I -(2) denotes double member required. joined pith 16d nails staggered at 12" o. c. Note: Bottom chord of tacks not shown for clarity T -30 R- 2.41.9 -'DLT_41L B Mims: Iilp Framing - 2 sem 4125/77 - MA: 5-15.4 sissy: 3N tx- ar. (C31 06 _32 PSF_1C31•).1S). SS NF e) HF •1 OF 42 OF 33 NF et MF Rip tail to match overhang 1 6'- I • _61_4° 6' 0 ' 7' 5' 7' 9• 7' 4• 7' 96 e' 2' 7' 6' .- 7't1' - - -7' •• 9' 4• 9' 9' 9' 3' 9' 9' 10' 3' a' e• 4' e' f0•- 11' 1 11' 7• 11' 0' 11' 7' it' 2' 11' 6' 10' 4°_______10 10 )2'10 13' 6• 12' 9• 13' 6• 14' 2• 13' 5• - 0' - - -12' 4' -_1i'. 1•. )•' 7■ 15' 4' 14' 5' IS' 3• 16' 1' 15' 2• 7' 6• 7' 3• e' 0• 7' 7■ _ 7' 5' 9' 7' 9' 2■ 10' 1' 9' 7 _ 9'..2'— e' -9■ 11' 4' 10'10• 11'11' 11' 4• --j0, 9'- 10' e 13' 3' 12' 7' 13'11' 13' 3' - - 6' 1' 7' S. 7'10• 7' 7 • 9' •• 9'10• 9' 0 11' 1 11' •' —.. 10' 5' 12'11" 11' 7• _ ii' 0•_ 11'. s' _ _ 11 9 )5' 0• 14' 3' 14' 7 IS' 9' 15' 0• 15' •" TERMINAL IIIP END FRAMING USING STRUCTURAL 113P BEAMS e N1P6 jN 12371 --- Ns 37 P3F .. 2 201.1.153 r1 OF s2 OF 3S NF •1 NF !Hp terminal truss per deklga TO 9' 6 ' 0' .. _ S' 0' 7' 1 7' 4' 7' 0' 7' S' 7' 0 1' •• 7' 7' 5• - 7 ' 1 ' e'10• 9' 2' 0' 9' 9' 3' 9' 7' 9' 2' — e' 10"___10 9 '... e' •' 10' 6' 10'10' 10' a' 11' U' 11' 5' 10'10' 9 _10' 2' _ 9' 9 ' 12' 2' 12' 0• t• 1' 12'10' 13' 3• lt' b' .10 1'. • 11' 6' .11' O• 13'10• 1•' 0 I3' 7 14' •' 15' 0' 14' •' 5' 0' 6'11• 7' 3• 7 ' 1' 0' 0' 9' is 9' •• le' •' 10'10• 9' e• 12' 0 12' 7' 10'11' 13' 7 14' 3' NIPIEON 12376 -7'11 0' 2• 9' 0' 10' 1' 16' 3• 10' 1' 9' 2 . _ 9 ' 6 • 11' 4' 11' 9' 11'11' 12' •' as • • . l e' •' 12'10• 11' 3' 13' 5' 13'11' �• 47 PSI _ (C01.I.iS) . •l OF •j OF 60 NF et " 5' •■ - 5 7' 5' 4• 6' 7' b'10' at 6' 010• 7' 2' •'l0' a' a•_ 6'1) _6' 7 0' 3 0' •' •' 2 0' 1' 011' a' 6 ..7' 9 - _..._ 9' 7• 10 ' 1 ' 9' 6 11' 2' 11' 9' 10' 2' 12' •• 13' 1' DETAIL A Illp beam ledger attached to face of truss nailer attached to king post DETAIL A (alternate) TPUBWAL NONE". MINIMA OE ROfT ATLANTA . '. 24" o. c. Rafter to Nailer Connector for spans given below Roof LoadI 2 -16d toe 3 -16d toe 28 psf 1 9' -2 12' -8' 32 psf + 8' -3" 11' -4" 35 psf 1 7' -8" . 10' -6 37 psf 7' -4" 10' -(7 47 psf 6' -3" 8' -4" supporting member FILE NO. EJ CONN1 CTION DETAIL DATE; . 2/3/78 , 't REF_: S- DES. BY, -.TN CK. BY; TRUSWAL SYSTEMS WEST If VC. TRUSS SPAN 19340 N.E. 80th REDMOND, WA 98053 m ailer rafter to nailer connection see chart • For spans greater than those permitted above, use approved hanger. Joist Connection 2 -16d toe or end nails for, ans to 12' -0" Sean per EJ `'ariable�lf �) hb l 1 L T. TRUSS SPAN 19340 N.E. 80th REDMOND, WA 98053 R- 1.6x3, T -1.5/3 r equal END JACK (NO WEBS) CONNECTION DL [' ,I - OR 24" o. c. SPACING A'Iaximurn Ceiling Loac1 - 10 psf (N''% �.'r,r1 Roof Load per Chart (above) ""'� TRU WA1. PONIEL LT "TTI'•G C017t41*: LIVE LOAD =___. t.EAO LGAn =__ =A TOTAL Lf*O = = = =s 216 55 OF 046 ■1 OF ?i6 rl OF '1I. 43 1,1. ?s6 5T111i1W 216 S5 HF 216 r1 nF 216 412 HF 216 •s HF 216 ST0104 1,A lAnn 1.4 1%04 1.7 1250 1,5 7 1.5 77s 1.5 1410 1.5 1204 1.4 1044 1 575 1,2 579 T - 31, R - 1.6x3 1.15 (FM; CFILTrar. JOTSi PF =1,0. CS1 =1,0) 4.Fq.NF.S 4 PPUPFr.TIFS: 244. S = = • 1= 5.4•.9 216, 5 :7,564. T =7 i . 4 = ?S.OPSF 40,0PSF *0.OP5F 10,PPSF 7. 7.1PSF s5,40SF 47.nPSF 47,OPSF SIIF GRAOF F F4 914 SS OF 1.4 2101 7 6" 7. 1' (.' S" 016 r1 OF 1,4 1754 I h" 7' 1" 6' S" p16 r2 OF 1.7 1450 7' 5" 7' 0" F.' a 214 CIIN OF 1.5 IPSO h a" h' 2" 5' F" 21* r3 1.F 1.5 1100 S 7" S 5" 4'10" 224 STIIPOF 1.5 404 S' 7" s' S. a'ln" 214 Stn nF 1.5 604 1'10" 4• F 4' 2' ex. sS Ire 1.5 16sn 7. 1" h• A" 6 1" 216 *1 NA 1.5 1401 7 1" h' A' 6' 1" 214 42 HF 1.4 1151 h A" h' A" s q 214 Cnd HF 1.7 075 5' A" 5' h" 4 210. r5 HF 1.? 654 5 1" 4 4' a" 214 STOONF 1.2 6A4 5' n" 4'l0" 4' a" 214 570 HF 1.? 475 4• ;" a' 2" 3' A. 11'10" 11'10" 10'11" 0' 4" A' 4" 11' 7" 10' A" 9• 4' 7' S 7 5" 9AFTFP SL0PF<4:12 11' 2" 10.' 2" 11 2" 10' 2" 1n' 7" 0' S' 0' 1" 7' 2' 04' 1" 7' 2' In ' 6 " 9 ' h " 111. 5" a . 3 " 4 h" 4. 5. 7 • 2" 0' 5" 7 2" 6' 5" EJ VAQT *4LE (1/1) r.S1 =1.lS b/2 ?/77 11 IF_F= L / ?OP,L /1044 1 5 ■15 -5 PAFSP *u,CT7 IAx7. NAFTFP Akn JnTST SPANS SPACFn 24.40" OC OLA = sinP1s40:1? SLOPES. =4:1? AIL 51_GPES CEILING JOIST nF.F 6=1t. 1 =1L W =LL.K.OL N =LL PFFc =L / ?41 OEF 4=L/100 OEF. =L /lR0 0EF 4=L/240 25.OP5F 7.OPSF 32.0 4' 4" A 4' 7 4' A" 5'1n" 9'10" 5 0" 7•t0" 7' A" 7' 0" 5 5. 5 5' 3" 4' 6" 1;' 1' 1?' h" 11' 5" A' A' 0• A" 1 ?' 1" 11' 2" 10 2' 7' V" • q" IN RAFTER SLt)PF_ss4: 12 ;O.OPSF 7,0PSF 1 17,OPSF 7.10" 7.10" 7' 3" 6' 2" 5' 5" 5' 5" a • 4• 7 4" 7' P. 6 6' 5• 4 0'10" 0 2' 12' I" 11' A" 10 7" 4' 1" 1 4' 1" 11' R' 10 5 q h 7 2" 7 2" • 'v i1 40.OP5F 7.OPSF 47,093E 7' 1" 7 1' 6 5" 5' 6" 4'10" 4: 4 2" 6 !t" 6' a" 5' q" silnw 4' a" a' a" 3 4' 11' 2" 10' a" 9 5" 7 2" 7' 2" In' 0" 0' 3" 4 5" 6' 5" 6' 5" CEILING JOIST 10.OPSF 5.OPSF 15.093E 10' 3' 10' 3" 9'11" A' 5" 7' 5" 7' 5" 6' 5" 9 4" 9' A" 4'10" 7 6' 6' A" 6' A" 5' h" 16' 1" 15'11" 14 6" 11' 0" 11 0' 15' 2" 14' 2' 14. n' 9• 1 0 ' 9' in* 1 TRUSS SPAN 19340 N.E. 80th REDMOND, WA 98053 see chart for maximum spans respective lumber grades any pitch (see chart) 2x4 stud with T -31. R -1.6x3 * (not required if top chord supported) T -32 R-1. 6x3* * plates sized for handling only and may be replaced with any equal fastener NOTE: These details are also typical for fronting • hip roof. Ti e nailer strip in these details world represent ;kr to chased of Hip Tress 11 sod as such would be in the same p:ane as the top chord of the Dutch Gable tress steson. 14.1. A - DUTCH GABLE TRUSS - .AILER STRIP C - END JACKS D • JACKS 11 - HIP E • TAILS SPAN gi 2 o.c. • TRUSS SPAN 19340 N.E. 80th I\ n REDMOND, WA 98053 1.0•••■•1 Toenail Ild nail TYPICAL DETAILS FOR FRAMING DUTCH CAULE SET AND HIP END 2 - led nails DosnaUed) Note: Use wedge at heel for garage franatits - and members E a corner set (Omit B. C.) Typical Connection of End Jack to Nailer and Truss [ I ski Ss. 'hack Gab's. Set .sate: • a_ IC -I IIIIIMINA 11311 V isee oil solow iplori ashoftrill elm owe sod e. arbsANIN WM .• I III Odilfte, I _ .."" 2.. 0. 1. alai m 4 a• Ma @Mel. all. b.. -Ir • .- NM 1.••■ ...........1 imp ow lab 0 Ur. a Jr am, Illkaell Ile Oa ssamlime ...do who sr.......... woo armft• era ........ 14 olas■•••• a. &Oa 'Ors ft Do ea, • was in. 4. M. Jr. 0 2.4, Ir...a ea. ar.001/ I. meal • 0 1I IV • floa ..,, eas gig eg. in digg ri r. me I 1101411111■11%0, Pim= Um •1.41111 Ihr• m al wow ir Ow Ora. Illy: Ck. By: 1....s..116.1.••••• poll. 1.1 10 • II •6 al 515. am% pm. NI lia. W • or MO Iowa we prima los fos Oft a Ar •■ •■•■• an..........11. ft... . • ammo.. - SM. IN. 11.1.• V.ka •I f I e• n .•• •••.0 2 - lid nails lend nailed/ TRUSWAL SYSTEMS ANAHEIM DETROIT City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 Gary L VanDusen, Mayor Mr. Eck PO Box 68802 Seattle, Wa. 98188 RE: Single Family Residence at S. 142nd & 56th Ave. S. Site Utility Plan Dear Mr. Eck: 1o( / The Public Workd Department has reviewed your two site plan sheets for the subject property and approved them per the following comments: Twenty -four hours prior to beginning the work the contractor shall apply for and obtain the following permits: 1. Curbcut /Access Permit - (Permit Fee: $25.00). The joint access easement (for both access and utilities) shall be provided alone' with the application for this permit. The extended driveway to the strucutre shall be paved. The driveway shall be a minimum of 5 feet from the property lines,and be provided with a maximum slope of 15% grade. 2. Water Service Permit - (Permit Fee: $650.00) The service only to the* property has already been installed. The new private service shall be provided at a cover of 18 ". Appropriate precautions shall be taken to assure that excavations around the base of the rockery are provided in such a manner as NOT to undermine the rockery foundation. Pipe materials shall be identified and approved through through the Public Works Department (Dave Grage: 433- 1863). Special assessments provided already through original development. 3. Sanitary Side Sewer Permit - (Regular Connection Charge: $30.00) Special connection charge wiaved by original development. This permit covers from the new Private Main Manhole (See Private Plain Permit) to;:the•structure. Side sewer shall be provided with cleanouts at exit of structure and all horizontal or vertical bends. As this sanitary side sewer goes into a private main, requested as part of the application for this permit is the joint use agreement for use of the private main. 4. Storm Drainage Permit - (Permit Fee: $25.00) This permit covers installation of underground piping behind the house to two underground rock pockets, including the rock dry wells. If you have any questions regarding this matter, please do not hesitate to call me at 433 -1856. Page 2 er Enclosure (1) Phil raser Senior Engineer cc: Building Official Tukwila Maintenance Shops Assistant Engineer File *Service only and meter "box (without meter) installed in 1 :under" 56th Ave., S. Residential. Street Improvement Project.. ■•• • • 1. r 1 ,o,cyrvc plxzer ioI /H 4 fbFsii&el) eaol04 .5 rs Lc.9c /l,& t/ Z > 77 / � i J 4 . The sketch is for your aid in'tting your land with reference to streets and otu1� t�a r parcels. While it is believed to be P i(' correct, the Company assumes no liability for any loss occurring reason of reliance thereon. SAFECO TITLE INSURANCE COMPANY TC l R1 1 Lrs 13 414 T3 LocK 2 HI t3S SEA -E ARDEN TRACCS bet .. o T .66.,S A.F *153125058o 8LA -7- 74 N "IF . 19O 040682 ,CITY.OF TUKWILA CENTRAL PERMIT SYSTEM - ROUTING FORM PERMIT NUMBER TO: ❑ BLDG. /El PLNG. PROJECT c7,22 ADDRESS / DATE TRANSMITTED 9- 1 C.P.S. STAFF COORDINATOR ❑ P.W. ❑ FIRE l RESPONSE REQUESTED BY ❑ POLICE Q P. & R. RESPONSE RECEIVED 7 CONTROL NUMBER PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: D.R.C. REVIEW REQUESTED ❑ PLAN SUBMITTAL REQUESTED [� PLAN APPROVED 21 PLAN CHECK DATE 7 -'?-52,-2 15 COMMENTS PREPARED BY JOB ADDRESS pj,,?0,5 Sep 14 Ve • / : 4.;! 7 4, V , 7 (' 1, 4:, , .-- A ( .? • 17::: , 0' TENANT I 1 DATE OF APPL. X . J1 - DESCRIPTION OF USE. LEGAL DESCRIPTION ATTACHED PROPERTY . .OWNER / / / ,. I / . 0 c; ec" ADDRESS --./14 z..---, /. / - 5/ /45 .:) . PHONE '%Z 7 ENGINEER/ARCHITECT ADDRESS PHONE CONTRACTOR ' 7- c --- ;/.5 - 1P , Co . ADDBESS 2 / :2 e i . ,. ) PHONE AUTHORIZED AGENT / - - „/- C.:' . :!"-:.4: , ;s:"' , . — (.1.! • - LICENSE NO. , ''''',., ,/. !....?/. ,..,--,), la,, , . , yALUE OF WORK I FIRE PROTECTION PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE TYPE OF CONST ' 6 / le.je)....? 4 4 ADJUSTED VALUE GRADING CUBIC YARDS CUT FILL SIZE OF BUILDING SIZE OF UNIT WORK TO BE DONE: .. / ,-‘7 1ST FL. / t ':/ 7 : - 2ND FL. TOTALS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TIRO AND THE SAME TO BE T9UE AN9/CORRECT. -- ---- ,,t', e •-,,e . __..-- ;'1 ..--4: „., -„.• -e . , ...- FEES AMT. DATE REC, NO REC. BY /etd BP 313 SIGNATURE ,---. ..---- - .,.. . - ,::....,: ' ,. / 7 /..,.„-. /".•;- . (.(•---;. . DEMO. COMPANY ,.:-..-",:-.... ,/,'" %.„..,.--• < ---- 7 i - DATE / C :..-- - 0 ''''"'" PHONE f'r — s'- Jill/ 045 t(0 50 TOTAL APPLICATION FOR USES TOTALS PLANNING HEALTH PUBLIC WORKS FIRE SQ. FT. OCC. SENT DEPT. APPROVALS CORR. OCC. LOAD APPR. 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