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HomeMy WebLinkAboutPermit D99-0309 - City of Tukwila / Long Shop - Dry Rot and Chimney RepairEXPIRED City of Tukwila City of Tukwila Parcel No: 336590 -1016 Address: 5829 S 140 ST Suite No: Location: Category: ASFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: DAKOTC*181NF Permit Center Authorized Signature: DEVELOPMENT PERMIT .0 South: .0 Sewer: N/A Slopes: Y Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D99 -0309 ISSUED 09/15/1999 03/13/2000 Occupancy: DWELLING UBC: .1997 Fire Protection: East: .0 West: .0 OCCUPANT CITY OF TUKWILA Phone: 5829 S 140 ST, TUKWILA, WA 98188 OWNER CITY OF TUKWILA 6200 SOUTHCENTER BLVD. RE: PARKS & RECREATION. TUKWILA WA 98188 CONTACT TOM PULFORD Phone: X1644 6300 SOUTHCENTER BL: STE 100, TUKWILA, WA 98188 CONTRACTOR DAKOTA CONTRACTING 22825 272nd. AV SE, MAPLE VALLEY, WA 98038 ******* l ** k** * **** **** ** *** *********** ** **** fc** * ******ti* ** ******* *fir *** * ** **** * *** **** Permit Description: REPAIR FALLEN CHIMNEY & DRY ROT. ******************************************** k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 6,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 211.16 ***************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Date: - 15 — q9_ I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of • I am authorized to sign for and obtain this development,>jiit. ✓ '� q 1 S` 1 6 Signature: �� Date: Print Name: Utl-6OIW This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. OF 1'ii' , t 1i 562.;9. 'TO t 1 iJ:� 9--0309 LI:1 CE ` r*eccatit ,.1 at~u' i 1 SUE f1 • ! y i Atoll ed: .tlu'26 j % :l.:4 • l rte UE�t Ettif�i. .ar i e' I # � ;.,t l ? � 1 11+a ia�.uerf •09 •i `/:)..?!�9 • 4k Mk' 4i4k° kk• k• 4k. kk" 4. 4; k• k• k• k• Fk4,: 4' kkk' k4kk• kk k4 4k4.• 4• k. k :4 'k •44k44k•k:4•k•,4,4k•4k•kk• k•4k4k *.4k.•k,k.4k.44 F'er Wri C:c i ntiitici.n ; • -I�u .ehln e wi 11, be •made •t« "the 6} 1 ns 'tin. .1ass, a r by r.hez • E•n' 1,t1ee n+1 .t.h e • 1 ul:yr.i ] a u 1 .i.1 na f,1 v 1 .s 1 00 �i..; 1 t Der flti t . . . . 1n e :Ct,lt ?rt s e t)r'd ,. ^ctn;d 15.P lans sna i'1 ba atija " i l; b.1e .at the i;itr r - e D i r• to t :tr-'uc ileser''doir,un f r? tr',�ie niair�t4;ined: °.atilt`• .�4�i , • 'at te..UCIt.i1 T ]tl.1 insp ctlon aUt�r Q1t�i i !3r �ntec1 fE1ec c ,1 c rnitsfk :tt1a 11a. 11e ubt', Waah.tri'to tat e• Lr1v.i i`tin ofr:Lab r` arid: •.lrld tr- e an ` 11 r1 ectr is 1 k re+r °I: w i t i `;be 1 lie }C i l'ti +�!' t1U�it a9anc.. t .4 7. 6:630 1 ? `i F' 1"urnl «trig „rJ r ntx t'. s t 1 1: be c bt lrii?c1_ .r`c14ai3il tier .�e' tt 1e t rri u i5tvf D r� e na1- tnie t ot F' ub 1 I t.:'`.1-1a a 1 th +� P t umb i.n • • tic” Lid 1 riq >••a.1.1 gas n I L i sip +. :1 1, 'fll�' i`c: :tip I frrl?'r'� :..:+.ha 1 t 1�ts: - trri.( •SCl' ar'at.C. cher'ni r i -` UL',.t , b \' • t•le cl Tuk.w ill; :t • Onst.r`uc.t•ion t..1 be clone ".7r1. conf or manta • f►r.1th .ctC p l rjs. and r'eci,u 1 ran ent. • of • t)le , Un I7 t r m dui 1 i n'. Cade, ,i i 99!_; on.r • a'. anrerlile 1 Lki T Or'1it NeCh3n i. a ]' COO t' . 1'1992: Ed t t i l?ri and Wash;i,notOn`' Mate Ener ay. 199? ,Ed tion.i , Va,lTd i t� :01 F'.Cr''1r i•t. : an 'or " .,•1p Cir`ild�� Ll {ti'ICl : �u;c'Cif ions?.. an.i'cordi:cttaiti+Clri:. iy:311 not r ►e 'con -} .t u•ecl to be ue "t:'ntit. tur o an aDL r clya:.t, of an v`itttaC``i :c7�e Cct nv Ut;;_ tale 1ir'.1�1.i s ions • ot. Lile�.y;1i'tl t ] Ci'irl' c.Q.fe. •o ' of a other ~, ter �i'inan+:.e o'r thy. ►ur• 1 dict1o tee ter »i t ur e=,uin,i„,iu to u.r'Je "author tv 'to .v io la tt 4r • cance Cfle3' r•r'� :t4' i `'. 10n t"�,t.;•. �i i - > cvdC• :S,h;;l'.1.be 'J a l rci. Projeptifll�r np(fe C , ,. P - l � Type of work: ❑ ❑ Value of Construction: N--- Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) 4t Ad res ( itoivip j , r2 ti b*, City State /Zip: T gr� 90 -10 Up. OS- Property Qw\9; G r -004400A Proposed New Square Footage: sq. ft. Garage Phone: Street A¢rir ) h t r,�.1, CI 'VV-- -- 13 L I) . v''� `t .I 4 �Yr� e /Zip: 'K- Fax #: Contractor: -0,� Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: v t,.,t1 �+A--p Phone: Street Address: City State /Zip: Fax #: Contact Person ,A� I Ult� �U ff� Phone: L',.,r, ? q ���� ,6sz 43 ^Oj7 1 / Street Addr s „ mA . _ 1 - J ,(r) y S j . / t 1 F " : Fax #: L - (---.Zr Q Ce C Description of work to be done: A ufe--i) Rts Type of work: ❑ ❑ New Single - Family Residence ❑ Addition - Single - Family Residence I nterior Remodel- Single- Family Residence ❑ Residential Accessory Structure* Remodel /Addition to Accessory Structure ❑ Garage(s) Deck(s) - Covered & Uncovered CI Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage sq. ft. Garage for Structure: lern sq. ft. Dwelling '' sq. ft. Covered Deck(s) /Carport '2 - Q sq. ft. Accessory Structure(s) Z(Q0 sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Garage .-C sq. ft. Dwelling ,r.: sq. ft. Covered Deck(s) /Carport sq. ft. Accessory Structure(s) (2 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, Lot area provide the following: Aveci of C,on6rr Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKV " A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SPPERMIT.DOC 2/13/97 l\ APPLICANT REQUEST FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: . (Additional reviews shall be determined by the. Public Works Department) Single - Family Residential Permit Application ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage ❑ Street Use Cl Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent tt Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicat�acce te� Date agpltcatigtLexpires: DOD Applica ' n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING N f? OR AU ' ORI ED AGENT: Signature: tv�Sl+..�.• - 1 4 (� J � . . Dater, [ rs Print nai'n ` , rµ i' V- �`,<:-.'.., �'r..k,( -6_.) pL? tr. v _p ( i C Fax it: C f ( °3 (4/ 5 Address: � c " S '�5�'-�C'�� C Z��t.' �n -�. �. ._.. , CityiStateiziptp IcA k-f\ . leleju° ALL SINGLE- FAMILY RESI SI'PERMIT.DOC 2/13/97 TIAL PERMIT APPLICATIONS MUS ^''E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARE() BY A REGISTERED ARCHITECT OR r riOFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. in ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State. of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i4cc6unt Code 000/3n.100 000/34t1.8::10 000/8U.904 C3:i 'CIF'; • 1UKWILA, .11 rc Ir •k �.} h •h :k * it } fir h :F :4 - k.�; !i ':1• k is - h f.+k�:ll4,•k� * .' * * * **' • h A * k •A :t * :t :} •k +t * •,k :t A A k * >t :t• 7GF•�N ;hitl h!. k :�h *:t:E:4 * * • A:� * *A**k:t*: tf* 4hA*: 1• k*• � b** A ; 4 k•A•&A•AA* *•A*4*A **AA#A'FkA** CRtli'FShi3:T Number: P9800149 Amount; 2J.1.16 09/15/99 09e'2 Payment Method: 1 P F.ot3tion: PARKS FaCCUUNF Init;z FLU Perm i t No: D9',4-0309 Pure: DEYPI=Ri'i UEYL• "I.OP391 A1• PERmIT Parcel 1'ZC)t .33b590-,1016 B i t e Hddrea. C 5829 B .t4() ST f tal F eee: 211, 1h lfl Payment ( 211.. tct I ALL Pmt b: ':'I1.1t, Balance: .00 4, -1 4 • 4 .k A a** Ak4 5* 0****. ti• 1t n•** fi**.4*. 4 *A a • /. *leA *A**�,\ *•i.A.AlA 'k4 * *ki, Deac:riation Burl t:'rHC -- RE8 PLAN CHECK •- ItL-'13 Gil Eli E CIU3:(..R U'.I ..i 8URCI• ARCiE e Acct :14 3I. 00,5qL/.7O, Loa (a3 6946 09/16 9717 TOTAL 0.00 Amount 125 .25 01.41 4.x:0 Proj 1 Type pf p tion:� l / A.F t, Address: 12g� S . /�O � / Date called: Special instructions: a, Date wanted: a.m. p.m. Requp i > 4_ 4 920.4s 7 Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 r•••• *w..W.s*0.w cry ; PERMIT NO. (206)431 -3670 Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS:. 0 ' /14 moor) /x 5721 (-Lc /,47 -- (Ox /(,-..4c. S , e.4ii - k fq ) S. ae i'e it /SP, c_77Vn/ CZ.. (n12 -1,6 s 7 /At /a/(6 o, /4/cut 477 ©n/. x/ cSIA3 >Ai ,c /46 A4( E AC -Cove — - it4'S7 Li SI .47t/ 4 T7 ' ('47 1/447. - /re,e ( uor - 1 %eoLzs u) j 9 /% s /- X it� 5 3 '' n P7 / / 1-re-v 07 I Se wt /!'- /..r e 4 "> ,e 1-17 A / S/, c �`7O t/ _Z " 7 -a-f S �, /`7 Ir ow (19-1.4--' R... .E.: /Z .164 7C p' £ -E 9 6 fi.CT fE //2 „ ` ✓e< r, $ 2''oc PC:e A Pro `TvKw� Cab, - T ype of Inspection: ' H -� " arr n ► ryi ` ad d s ,ci. 6 I D S Date called: C- is _ g e l 'Special instructions: Date wanted: ^ (, l& _ 7C ) ` " J I p.m. Requester1 r (l) oy d Phone: v l ( q Li INSPECTION RECORD Mtain a copy, with permit INSPECTION NO. CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Dala;4 ,/� 0 $47.00 RFINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • •r+ G , v FILE COPY I C:71 tho Plan Chcc , 2. ..:: , c: r:nz and omissions n ;1 � - A C:cs not authorize the violation of a:: ; tod code or adminis IliOMpt of contractor's cf a p1A ,r7"■.• • 4Z "c 0 1,ft45AN 0r4 8 jkLcy o Pt.vvy% CITY OF TUKWILA • APPROVED SEP'03199' AS NO ILO w. NtNt DI11• IoN tficr • r • OP os RECEIVED CITY QF TUKWILA AUG 2 f r S s yq Y . • ) 5.--- 171 �z, reei-v04: Se ovr: • ••" r' • C44- ?-0t4vrti- '4> 7 %,,Ad HVAtri i'IttA) NWT' Z*4 #04 Uf3c4(4 tar; - G41 rt. trt.4. L rt ""e. 64*y, RECEIVED CITY OF TUKWILA 11 Q R I ? 1)S 1 V NW ( 4 1141 Vrd:" rim+ef4 4.4-% (4-9 ttrc L ?A- P kJ( i S k urgvo Epoyik) cottploiNr44). e-51244-0 LAktAA %t..4•?6,.ak:; 01,0 A S S- L. kr ■1/4-14-‘1 g.41111 Aw/W 1 r c wsoipto Pc/puss _ ...I Loc..1 44. P a tL ?zoo fdtalArrii LAJ t L 40-ovtv) e-4rh f kluttn0 11itinct) rt-rL it•4- 1 V( ItezA C)) INg-t-A4) de;r441.3./.414-f L C.4.1N0.4-4.111) 11 TIN KO 41 C.01 t41.4.41V- WChT .61 "Ti f- - 1 1 44- 1410,.) Psoe,1 \Zi(t. IN‘ t r-tcr L 1/41 it ‘. Vq" 1'04 LAID " Skithi22 FtitiltL t.00LL mt... %ILL ) Thtcr d)V1q13" e4ato.g.. • t.ochs toCriklkItiz-. • CITY OF TUKVVILA APPROVED EP ii 1999 - - -AS -Itiaf ED AO PERMIT CENTER ef SUILDMIG__DIV/alOW.. ,••••••••• • \ • SIMUIVINam J.r.`" CoVtAX (- F(c4'1o (4_ C4s1"-AcsIvo t.UCt cot% pumizr, 13ft, -tu sOLAO 6 SA1 AK • 1.06-1 `pv-644.‘,41,0, /„/ eat \, qvaz- (44,4h/4 spNtLifrio rAc-fz. strittarefarmA.,,,c P 4 41) 1.0 . I(4 Crio. 1. eav fsA) ewe-a 4' ')/y Mt../P 'IN.clAA4X ?KA 1 r - SEP 0 3 1999 -AS NOTED - RECEIVED rine OF TUKWILA AUG 2 t CA-4-e L...c PERMIT CENTER )c 6 9Is f4tNty) - 4 Ye.: 1 4." FLNksV_itt,•-( Rie-M I 4? _ CITY Of TUMVIIA APPROVED Wytivis 1SUILDING_DLVISION _ . 4 • C1TY OF TV{ APPROVO EP 0 3 19 • AS ma? BUILCANG DI ti 4* 110••••••400 P • 71" • 04 •.) p 44- tia 1J • : ;!1 ' ' • (77 041 t • 41% t . C. pt 0") k.1 " r . . S.0 4 14 . s 4 I? 44 " .4"" ,c • ''. • 1110)0t P P 1: 4 t , Model No. Ga Dimensions Bolts (Total) W, & W2 L Di DZ D, D4 Qty Dia HL33 7 3y 2y 1y, — 2 — 2 % HL35 7 3% 5 1y, 2y 2 — 4 % HL53 7 5% 2y 1% — 2 2y 4 % HL55 7 5% 5 1% 2y 2 2y 8 % HL43 3 4% 3 1y — 2y, — 2 % HL46 3 4% 6 1y 3 2% — 4 % HL73 3 7y, 3 1y — 2% 3 4 _ ..,6,o E HL76 3 7% 6 1y 3 2% 3 Model No. Dimensions Allowable Bearing Loads (100) Fasteners Threaded Rod Length Allowable Model W O.C. Dim Between Anchor Dia. 5-7 Avg Uplift Loads No. 8.13 Anchors 4380 Girder Uit (133 & Conc. Wood 160) HGT -2 3 5/ y LBP % 8 -10d 28,333 8665 HGT -3 5y, 79,4 % LBP % 8 -10d 29,833 9685 HGT -4 6% 93( y, LBP % 16 -10d 29,137 9685 Model No. Dimensions Allowable Bearing Loads (100) H (Min -Max) Threaded Rod Length JP44 2.4 4% 4440' J57 5-7 4 4380 J813 8.13 B 4380 62 SIMPSON OPTIONAL DRILL THROUGH Typical HGT-3 Installation with HTT22s HGT (HGT-3 similar) Install two LBP° /." washers on top of each crescent washer (total four LBP%" washers) for wood Installation Two Methods of JP installation LBPVewashers for wood or 3h'dla. washers for concrete (washers not supplied) I Typical HGT-2 Installation into Concrete ('" dia. standard washers required for concrete) HL55 J Floor Beam Leveler 2'Ye' OPTIONAL GUSSET J /JP HGT HEA'ti 31RDER TlEDL.rNS The HGT -4 is a new size for 4 -2x widths. This series provides high uplift resistance for wood frame and concrete block construction. Can be installed on trusses and beam with top chord slopes from 3:12 to 8:12. Available in 2 -ply, 3 -ply and 4 -ply widths. MATERIAL: 7 gauge FINISH: Simpson gray paint INSTALLATION: When the HGT -3 is used with a 2 -ply girder or beam, shimming is required. Fasten to act as one unit. 1.Attached members must be designed to resist applied oads. 2. Allowable loads in 8' wide tie -beam using Simpson Epoxy -Tie: with 2500 psi tie -beam = 6,710 lbs (HGT -2) and 8,750 lbs (HGT -3); with 3000 psi tie -beam = 7,395 lbs (HGT -2) and 9,650 lbs (HGT -3). Load values have been reduced to reflect actual o.c. spacing of HGT anchors. Minimum embedment depth fora dia anchor is 5'. 3. Additional anchorage products to be designed by others. 4.Allowable loads have been increased 33% and 60% for earthquake or wind loading; no further increase allowed. HEAVY ANGLES RN AND GUSSETS Versatile angle gussets and heavy angles promote standardization and construction economy, and are compatible with Strong -Tie structural hardware. FINISH: HL33,35, 53, 55 are galvanized; others Simpson gray paint. OPTIONS: Gussets may be added to HL models when L> 5' • G a _ I number, as in HL46G). FLOOR BEAM LEVELERS PERMIT rcN Jack piers and standard floor beam levelers offer unique leveling simplicity during and after construction. JPs allow two simple methods of installation for economy and design versatility. Both models are adjustable; see table. MATERIAL: 12 gauge plates, 4/4 threaded rod, 11A6" O.D. steel pipe FINISH: None. Connectors installed in damp areas, or corrosive environments that are not exposed to rain or periodic washing, will deteriorate at a faster rate. Corrosion - resistant finishes and maintenance can improve the connector's service life. INSTALLATION: • Use all specified fasteners. See General Notes, • Holes are provided for installation with 10dx1I ' nails. • Do not use J /JPs for dynamic jacking of structures, such as houses. CODES: BOCA, ICBO, SBCCI NER -413. City of LA RR 2519. 1.Consider allowable loads for 4x4 post. 2. Loads may not be increased for short-term loading. ED Model No. Max Spacing to Replace Anchor Bolts Fasteners Uplift Avg Ult Allowable Loads Anchor Bolt stud/joist/plate (133) (160) y %. Qty Dia Uplift Ft F2 Uplift Ft F= FAP 5, ' 4' 2 X 3 - SDS, x 2) + shim thickness — — 950 365 — 950 365 FA6 2y 1y,' 2 Y: 7- 1Odx1/e — — 400 515 — 400 515 FA8 7.10dx1 J4 — — 400 515 — 400 515 HFA6 6' 6' 3 Y2 11- 10dx1}4 — — 1350 365 — 14001365 HFA8 11- 10dx1YY — — 1350 365 — 14001365 FJA — — 2 y 8- 10dx1Y 4500 1000 185 60 1205 185 60 2 -Y MB 4500 575 185 60 690 185 60 — FSA — — 2 y 8- 10dx1)4 5233 1000 — — 1205 — 2-XMB 5233 575 — — 690 — — This series is for retrofit or new construction. These products may be used together as a system or in individual applications, designed and tested for earthquake and high wind conditions. FA and HFA Foundation Anchors eliminate vertical drilling by nail- ing into the top of the mudsill. They facilitate installation when vertical space is limited, and resist forces between the foundation and mudsill. The FAP Plate connects the mudsill to the foundation.Designed to provide lateral load resistance. FJA Foundation Joist Anchor nails or bolts directly into floor joist, and provides a direct connection between the foundation andjoist. It provides uplift and lateral resistance. FSA Foundation Stud Anchor nails or bolts to floor joist, or nails to stud. Plywood shear -wall may require notching with stud -to- foundation installation. MATERIAL: FAP - 7 gauge; all others - 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners; see General Notes. • Select and install concrete anchor bolts in accordance with the manufacturer's recommendations. • See Epoxy -Tie and RFB, pages 20 and 21, for tested, load -rated epoxies and retrofit bolts. CODES: BOCA, ICBO, SBCCI NER -469 (FAR, FJA, FSA); NER -499 (HFA); City of LA RR 25158 (FAR, FJA, FSA) RR 25293. 1.Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other load durations govern. 2.For redwood mudsills, reduce Fl on HFA to 1215 ibs, and 840 lbs on FAP. 3. Use the RFB#4x6 with the Epoxy -Tie for the anchorage system. 4. FAP uses a minimum SOS wood screw length of 2W plus the shim thickness. 5.The shim must be fastened to the mudsill by means other than the FAP wood screw. 6.See page 12 for SDS wood screw information. 7.FAP may be installed with'/; lag bolts. Follow code requirements for predrilling. Typical FSA Installation Foundation to Joist FA/FAP/HFI •FilAIFSA ANCHORS ON a Add a shim between plate and sill when space is between Vie" and 11/2". When space exceeds 11/2" use the FA or HFA. The shim must be fas- tened to the mudsill by means other than the FAP SOS wood screw. Typical FAP Installation Foundation to Mudsilt SDSYd' dia. wood screw with a lengt of 21/2" plus shim thickn e m Typical FSA Installation Foundation to Stud FA P to Typical FJA installation Foundation to Joist FAS (FA6 similar) HFA6 ( H F A8 similar) SIMPSON StrengT1e F ' 2514' . 0 . FJA 19h' RECEIVED CITY OF TUKWiLA illC,2Ci 1 9i PERMIT CENTER Typical FA Installation Foundation to Mudsill Slotted for easy bending trapezoid foundations 23 w.... n+.... e. 5w.: uen Yr infnv».` 1! W? M" 1kSSY�YGJx '.3f.4 August 20, 2001 Mr. Toni Pulford 6300 Southcenter Boulevard, Ste 100 Tukwila, WA 98188 • RE: Permit Status D99 -0309 5829 South 140th Street Dear Mr.Pulford: Sincerely, Slel'ania Spencer Permit Technician is City of Tukwila Xc: Permit File No. 1)99-0309 Dunne Griffin, Building Official i In reviewing our current permit files, it appears that your permit for repair of fallen chimney and dry rot, issued on September 15, 1999, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. • Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, ,Suite 11100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206. 431.3665 DEPARTMENTS: Burg Division itik Public works Complete %\ Comments: \PRROU1 [.00C 5/99 '.i: `�fiJ;o .... ,,. .. ..... �::!':.. .'�. ��:.. .'x.. ..r ,. �4 ..",.? f:<: F'.? �..>": �;(':' ?�;; e; ?: � 1 ? i. i:; �,...:' T:' �` 1. ��.,. �,+:. c'.' �';; �';*' �' �' �, �::.. r. 1 p.;, Y �Tfii(.'.• t+. �s' z"'. f; �Y 'k:�?;�4:'.'lp�� ., .4)(- *1 Cam. CSp PLAN REVIEW/ROUTING SLIP N Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ACTIVITY NUMBER: D99 - 0309 DATE: 8 - - PROJECT NAME: TUKWILA CABIN REPAIR XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 8-31-99 Not Applicable n TUES /THURS ROUTING: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9-28 -99 Approved n Approved with Conditions.- Not Approved (attach comments) n at REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions C Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: F625-052.000 (8197) . DEPARTMENT OF LABOR AND INDUSTRIES :i AS PROVIDED BY LAW AS.. CONST CONT GENERAL 'Ek1).: DATE CCO DAKOTC*I81NF.08/ - FFECTIVE DATE.. 08/06/1982 DAKOTA CONTRACTING 22825 272ND AVE SE MAPLE VALLEY WA 98038