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Permit D98-0208 - DREAMCRAFT HOMES - NEW RESIDENCE
D98 -0208 12049 46 Ave. Dreamcraft Homes City of Tukwila WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1235 Address: 12049 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: UNKNOWN Wetlands: .0 South: Sewer: Slopes: Contractor License No: MJFHOI *092DA DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: N/A .0 East: .0 West: .0 Streams: D98 -0208 ISSUED 08/21/1998 02/17/1999 (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DREAMCRAFT HOMES 1204946 AV S, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,460 SO FT SINGLE FAMILY RESIDENCE WITH A 424 SC) FT ATTACHED GARAGE. PUBLIC WORKS - ACCESS, STORM DRAINAGE, LAND ALTERING, SANITARY SIDE SEWER AND PERM. WATER METER. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Construction Valuation: $ 111,503.56 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: 53 28 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,934.96 k** k************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTRACTOR CONTACT Permit Center Authorized Signature:_ Signature: '4th I�I 0J+' Print Name:___ Phone: 253 859 -9697 Phone: 253 259 -9697 Phone: 253- 854 -9697 Size(in): .00 End Time: Fill: Date: d u I hereby certify that I have read and examined 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 work. I am authorized to sign for and obtain this development permit. Date: Zjailq 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. t. CITY OF Ti Address: 12049 46 AV S Permit No: D98-0208 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 06/12/1993 Parcel 334740-1235 Issued: 03/21/1998 41kAle*leP*********** Permit Conditions: 1 No changes will be made to the plans unless approved by the Architect or Engineer and the Building Division. 2. Plumbing permits sha11.06 the Seattle-King County Department „ofyublit Health. PlUMblrig: be inspected by that ;agency, including all aaS'''pping ',(296-4722). 3. Electrical Permits-siial 1' be abtainedthrOuqhthe t4aShington State DiOSIOn of Labor Iridustri'es and all e1et ical work wilT ihspected by,thatagencYj2,118-6 4. All mechanical work shall be under separate by the City/of " 5. All permits, inspection .records, and approved 11 l avaiiable at the. Job ,sJte prior to the start of-'.any;d6p7 struction.' -These document s are to be maintained'and,,a01 insPection,.approlval is aranted. _ 6. Engineered. truss drawings' arid calculations shall be and'available to the',butldthq inspectIoh'., , purpose. Document s Shall bear the seal and ionature of.Ta Washing ton Sta ProfesSi Oh a 1 Enainee 7. AnYixposed ypsul•tions ,backing Mate0a,Lshall have.{ Flame Spead.P#ting. of cat ion Showing the/fire,perfOrmahce thereo,f., 8. A11 tO'be'AtIne incorif:ormaiYCe'''with'approVed plarisariOrequirements of the Uni,YorM„BW)di Code (1997'. Editfon) as'amended, Uniform MechaniCaT.,.,Code,(199,7'Edj:0.,on):, and 'WashiPat6n State Energy Code,A4997Editfon).' 9. Notif.y2. City of Tukwila Buil,d'ing DkiSlibnYOrfOr to placihg:,any concrete. This procedure S in addition to any requireMents for special inspection. 10.' All wood to reMaln in placed concrete shaWbe tkiiatedWO6d. 11'. There shall..,be no „the,buil'dinq(s)0"01J0' final inspeCtion has been completed by the TukWila,adflAing Inspector. 12. Validity of Firroi. The issuance Ofj'a plans, specificat*Ons,and'c6mOutatiOriS shall-not ' be con- strued to be a peri0,0Oror an Wrqval§fPany violation of any of the provisionidGtheutY41:ndde or of any other ordinance of the juriSdIctiOn: No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. The storm drainage system downstream of your discharge wi 11 not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot . owners. The City will not install the storm drainage improvement identified on the plan dated 2-18-97 and approved on 4-23-98. If applicant desires to complete any or all of the storm drainage system the City will issue a separate permit for work in the right-of-way or on an adioin1ni llt if eements lre."‹. from the lot owner.. • A7: • .• • .• 14. The sidewalks shall be installed per plan dated 2-18-97 and approved on 4-23-98. Any curb cut access shall be done per City of Tukwila's Standards. • 15. All conditions associated with BLA L96-0077 shall apply to this permit. 16. Temporary erosion control measures shall be implemented as the first order of business to prevent Sedimentation off- - site Or into existing storm drainage facilities. 17. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 18. Driveway width shall be a 10 minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. Driveway shall be paved IN,..1V 19. Hauling over 50 cy shal:17. for a Hauling Permit prior to any .associated 20. New constructipmand tipprovemeit residential s0*furech*Plt lowdSt;„“&qpi'Oncludina basement, eTeated;, a ,t..:110,:hilnitm"6f one fddt,#bove.ehe, level base fiood year) , All buitclAngs..011be constructed and at or above.:,elevation'fshown on approved storM,Orainige,p1 dated 2-18-97 and approved �n 4-23-98. (NGVThat6n0192'9). 21. Enclosed areas belOW the AOwest floor shall be des1 to Autome equalizeA'At'.ostattc 'flood forces. of tWo'opetilpgshavinga tot* area of not iessthen one square inch for every .. .square - foot . of enclosed areas subject . to/fjooding: he and:mith the bottom of al 1 opehiingshb iligher.:.th.anoneYfOot above grade. 000.ings may :be equiped;with screens,„louVers,pr. other, coeriogsOrJ,deVice$ pyovyded that they permit the 4Attpillatidi 1 enItry and ex t of f 1 oo dWa ers . - , • ; 22. AnchorinT-A11 new_ponstrUCtlon endVsubstantial improVeitets., she be'enchoredto/preventflot or 1atea1:. po!ement 7 23. LaridAlterihq to be 6ir'ried.oilt" , the plan dated 2-18-97 and approved (5': -23798. 24. Downspouts',, driveway, patio andidrafnage.'.fr(Wother', imperVlouS'areaS'-shall be collected in an an-site strorn drainYsYstem. Drains shall be 4' mir diameter, PVC . schedu1ef:,40 or correaated interior wall. NO ADS flex pipe. Drain, shall 6eAlaid/04th a minim64.i% slope for gravitvdischarae'to l�cation approved by Pubi ie Works Dept. ' 'Downspouts shall not co to footing `drains. Foot ing: dram a downspouts ma a single discharge pipe downStreamPf' lowetj6bting drain. 25. The City of Tukwila'iliaSI:anundergrondjngard'iriance requiring the power, telecommunfO4tjOnsnd be underground from the point of on the pole to the house. 26. The applicant must notify the City utility inspector at 206-433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. • `ueLlc pctSRN:EN(IINEER 'APFRUVALs >Y Tk F 260.0.0, WATER METER 8 WATER METEVC Perm t No: D98 -0208 Statute}: ISSUED Site Address: 12049 46 AV S Location: Water Meter Type: Water Meter size-; Ouaritinv., Work Or de Order ; . Connect Ins to 1 1.,,D;,eposi t :),Add , 1 Insta 1 1.<a4pos i t: P )'an Rev;i`ewr F.*e '1rspe`rti uri "Fee Water : T_ i'r rt On Fee :.:: Specia i , Assess me.nt: ':fOther "f=ee.: TUTAL WATER R Is : METE F, l ATER METER SUPPLEMENT DEVELOPMENT PERMIT Applied Date: Issued Date: 06/12/1998 08/21/1998.. Project Name/Tenant: b/�tl 1 a /I / .,.. Value of Cons ruction: 67.2 Site Address: /I / / • City State /Zip: Tax Parcel Number: .33k- - / L(() 1-3 'D -0 - s (- _ :)- l sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Property Owner: � (r0.M L.' 4' n •S Phone: Ca&D %cscl - c! (D4 Street Address: City State /Zip: 3l5 L k e,r- k . A ku 3a Fax #: C+3-1 - 5 s Contractor: I` 3 101 P. i & A. • Phone: • � » uJ _ c — Street Address: City State /Zip: 1 5 Lee- er- , en-i' WA- 3 F.x #: -..)3) S'- -1 - ' • ;• Architect: 1 Phone: - , Street Address: City State /Zip: Fax #: Engineer: rR n t � 0.-V • A -L - r E ; Sdc f oLks Phone: dr (0 5353 Street Address: City State /Zip: Dj PL... SE be' . • 0 — Ia Fax #: a (0 — J 3 'J.) . i Contact Person: r�_ , P - n N Q Street Address: City State /Zip: r . . a+ •. - 9,.3 - Fax #: cat :: - 530 Description of work to be done: NW) COnS c41 c� ) S1 I\ CrLrfkji r Ck t. Type of work: ew Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1'-1 v p sq. ft. Dwelling • sq. ft. Covered Deck(s) (- _ :)- l sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ' 1'i f59 *For an Accessory dwelling, provide the following: Lot area 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. r CITY OF TVKWILA Permit Center 4. 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Projed■ Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:' (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: Sanitar Side Sewer #: Storm Drainage ® Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: 54 Land Altering: 0 Cut .53 cubic yds. End Time: Size(s): 0 Fill S cubic yds. El Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑Water Main Extension 0 Private 0 Public Water Meter /Permanent # / Size(s): 3 /9 ❑ 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 arid 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 application accepted: 6 --72- -- PP) SFPERMIT.DOC 2/13/97 Date application expires: / .- 1Z Appl y taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: ■ Signature: ( r( Si 9 \ I i t L t,l - A r,; i" i e.,.,. 111 S c �..; ✓ f.:�u r ..� Date: Coll? l'1 �i Print name: '� I C.'.l ,i 1 1 �.. -a: " %_, Phone: �.. 3 SS cr 6 t'1 Fax # :�ti ; : b' L.t `'-')(-)K Address: (- City /State /Zip: j ,� c -P'AM L ' - Sl • Y AL P R IT APPLI 1. NS MUST BE SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A ISTERED ARCHITECT OR PROFE:` 3NAL ENGINEER MAY BE REQUIRED BY TH ByI DINGO FICIAL ALL' l G T 1 L•Li E AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED ❑ Copy of recorded Legal Description from King County lA ❑ 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) 1 ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: 3 ❑ 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. ❑ El 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. 1 ❑ 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, ar contfactorlicensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit appl(cation and obtain the permit will be required as part of this submittal. T '!, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PLRMIT.DOC 2/13/97 This pymewt aa.A****) Account Code 008/345.830 V00/322 . 1O0 000/345.830 4 OOO;, .83O ' 000/345.838 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342,400 401/343["405 401.388"104 402.388. 104 000/322°100 000/345.830 � * **a+-kir^ *k**iit**4*+^++*■*' A. • ,CITY'OF TUKNI�A,WA'�� � � ��' � ��AN8NI . + *� +� +` ' * ��+*+�**�**+*+* « +�+�+�**+ **+*+**++**^+*+**+*****+4* � Number: R9700815 Amount: 12.565.25 08/21/98 10:54 Pa9ment Method: CH[CK Notation� DkEAMCRAFT HOMES ^ �ni t : ULH Permit No D98-0208 Type: DEVPEXM DEVELOPMENT PERMIT Parcel No: 334740-1235 Site Address: 12049 46 AV S Total Fee*:, ' 13 180.96 12„565.25• Total ALL Pmts:' 1318{.96` UalaMce: 00 *+0.***1\lkiAa*.ita+*A+**a* Description Amount PLAN CHECK - NONREG -615'.71 BUILDING' - RES '�'' '. 947^25 PLAN CHECK - RES � � 615,71 PLAN CHECK - ul.ILITy 20.60 PLAN CHECK - WATER METER . 1O"OO STATE BUILDING SURCHARGE � O0 4.� INQP FEE - UTILITY `15.0Q` 2QSp FEE - STORM DRAIN � ' 15.00. INSP FEE ~ GME/SSS ' 2.0.00 WATER CONNECTION 60' ,.m WATER INSTALLATION (DEP) '� 1�0.U0 ' �~ NAT�� INSP�CTION F�E � 15.0: ` � � �r.'� ` -- l'�|� WATER TURN-ON FEE ` ���m�' wr� ' WATER 0SSESS~ALLENTONN � �! 3,96�•.; '/'' SEWER ASSESS ALL�NTONN '����8o1�� � �087�O8�24 ,+, -..~. .�0 • '' �� � ` � LAND ALTERING PERMIT ��� ����n � � ` � -' - '-�_'-�- �--�-� ._ -~.- .� LAND ALl[HING PLAN CHECK : 15.00 . � ' �����'`' `-_^~_~~_.~-----.-~~--~.'~~-. --_~~._-.- * *kA *s1 *4 .A* *A * ** *.kA*AA **AA*A. * ** *A * *A ** *4 *.t.AA ***A k•A *:A404:kh i AitA**** CITY OF TUIKWILA. IAA TRANSM] T *A**•.t *A *** t** A*• kk** A*• A*: A** ,' *4.*k* *A * * * *k * * * *A **Ak. * *:4* **k* * *b'y4 TRANSMIT Number, R97.00778 Amount: 61.5,.71 06 /12/98 15:56 Payment Method: CHECK Notation: DREAMCRAFT HOMES Ini I,:. BLH Permit No D98•- 0208. Noe: DEVPCRM DEVEL.OPMEW1 PERMIT Parcel ado: 334740 -1235 Location: 45 AV 8 & S. 122 BT Total Fees: 1.567.46 This Payment 6J.5.7J. Total ALL Pmts: 615.71, . Balance: 951...75 A *Ah * * *A *A•o% * * *A * *d * *A *+0*AlkA ** * * * **A• * *o4 t >>.*et'•AA * *41,* *A *Atk * * *. *st* Account Code Description Amount; 000/345.830 PLAN CHECK - NONRES - 15:71 � 2355 06/15 17i7 I ' - /7 INSPECTION RECO( Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W Inspector: Approved per applicable codes. DIT-09.03* PERMIT NO. Corrections prior to approval. Date: (206)431-3670 • • Ej $47.00 REINSPECTION E REQUIRED. Dior to inspection, fee must be pakjS at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,• ' 4140*.4(1444/eit-40-h T_I:tf:Iir=ette.4 Addres ntif Special instructions: Da a10 iL INSPECTION RECOC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W 1L ••• •,; 01r-oD-og • PERMITNO. 3 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: El $47.11 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: vreameraci- Names Project: T of Ins p to p nai Address: i 20 L i e y L i . Ave S Date called: 5_ h t _ ?D G 7 Special instructions: Lc /1 Date wanted: a.m. 1 5 -27 - 77 C7 Requester: A Alec Phone: tab/ 67q -oo 1s INSPECTION RECID Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dqs -ozo8 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 / 21 /q? q 4iv (/1r Inspector:, U Date: 1 7 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 'Receipt No: Date: COMMENTS: Type of Inspection: ig 514 /a, APii 5(d kkfr , (Ark o 77) e d IAA- NU& , r LAAA0 itqd IV (ii, /ter.* / (4.4 di ot (ix4a .0 i.--/•- Requester: if / .e . __AAr4 iiti <>10 r rtUd ille P / r J2 ` 1614- ,A„,_24 z .L. - 7 1 ?) 6eit wte $05 Project: ‘041-/24 Type of Inspection: /95 Address: / iiblA 4-v 5 Date called: 5 / / 3 Special instructions: 46f, // Date wanted: a.m. ' p.m. Requester: if / .e . Phone: ' Project: IN i..)reaMC fa 1- 10mes Type of Inspection: wafer m er Address: 0 / 4 tool AT S Date called: Special instructions: I ( Date wanted: P.m. Requester: ec phone: 6 6/107c1-00q5 iNSPECTION REC D Retain a copy with permit INSPECTION NO. , • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .1=1 Approved per applicable codes. COMMENTS: •;4 /6/ff ikteti ot4...AS Inspector: 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: D61 g-02.08 Date: 5 Date: PERMIT NO. (206)431 70 Cor' ctions required prior to approval. COMMENTS: Type of Inspection: C(1 toe. i'■ 4 J &*' s,..) - 1 - r , J-eir Special instructions: z.,7 11 /. ,t,ii-e lattt-e_4"4,4 O lio4 (ft i L cc,k6 e 1 • ceK, , am. P.m. Requesterd2G 0721q9 k 2/4 Al usivr AA riliyado-. / ( _C:111 Af...01 1 ti o cr r riF c)I-_ yv 1 010-4; 6ayd Project: ,l)k 96UK_04 f Type of Inspection: C(1 Address: 12,x 4E T1 &*' s,..) Date called. ii Special instructions: z.,7 11 Date wanted: if .1 am. P.m. Requesterd2G Phone: k RMIT N INSPECTION RECORD( Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1=} Approved per applicable codes. 1=1 Correctio quired prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - Receipt No: • (206)431-3670 Date: A y Project: D reanyle trQ 4'# Homes W Type of Inspection: lT 1, 7 waker me -ter inssat +ion Address: / 12 1 -16 /1veS Date called: 2_18 -qq Special instructions: Date wanted: 11c� t2() ; .m. 2+1 1 I 1 P. . Requester A i gG Phone: 2o 61 4 0 INSPECTION RECORD . Do —0.2.a Retain a copy with permit \ t INSPECTION NO. Lv✓ PERMIT NO. CI OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '(206)431 -3670 • 1/ Approved per applicable codes. n /required prior to approval. COMMENTS: • • �r ry fi; L • c cJ 1v 63�®� �ti l�c.c� . , 1 Asti 44 cfr L i L 5.0"0-P. w. aid ch LeltS 6 Ti 10 r/t -rl o Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: ProjeQlj Lifea. -+ re ft Type of inspection: S Address: i " v6 i4$ S Date c: a • t -/9 - Special instructions: Date wanted:: __ / -a0-9 p.m. Requester v cl Phone No.: 360- Q5 0..S3 - 3 S0 - /3� o INSPECTION NO. n Approved per applicable codes. Inspector: Receipt No.: INSPECTION RECORD v" Retain a copy with perm. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 D90 - o a o8 Q ( PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: � oject: . 1 � i Ty•e fi tin � • in • io•: � / - Ad: • : el v o ,( _ , Date called: / 5 / 7 ( Special instructions: 0 L i i' Date wanted: i a.m. Rerte Cf . oo. Phone t ) (0.91 � \� ^" t JU / , INSPECTION REC Retain a copy with pk ..,.,hit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 p roved per applicable codes. I1 (206) 431 -3670 „ Corrections required prior to approval. COMMENTS: Date: $42. ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 D )Uthcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: )Date: Pro jegt: 44e Type p�tioenz"itz Address: 1szo49 - * " -z Date called: Special instructions: Date w t �j �f�� a.m. P.m.. Requester: Phone No.: Approved per applicable codes. Receipt No.: INSPECTION REC ! - D Retain a copy with <, it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 ....rte, Date: 1) x ,8 - ogGet PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: , '6 4 %p. -+r/ Q' ,fit. (Sf- ��G77d clS rt9A 177244 c rP- 4 C (Au 4 S 1- e, r0 U PD447- 14 ($ F�c. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Project: '" Te Type of inspeokn: ct 10 Addrts4 0 4 r„ / (/,� (y i k 5 `� D ate called: / / y Special r instructions: Date wanted: t �j / / a. I , .m. Requester: /L ,, Phone No, . ci— 0 0 t INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 •C OMM E N T S:° T P--c (" � = "SV 77vd D k.,.- Inspec proved per applicable codes. r �e`ie 1 :nar N ;d'a'�"�"!�; 4 l s+ i' t+ ';�' > •;.: , ';u,;�i;tr"��'}±!r';� INSPECTION REC Retain a copy with • (r‘. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. - � Date: , F 42.00 EINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Prgj@q . f 4 044 Type of,i t 4 � A�i ., « � Date called: Special instructions: /3 Date wanted: a.m. P.m. Requester; ft-cec. Phone No.: AP.,, fiapY+ t+ iM! xyFSf7: t.", �SZ++ nar' ., ��ejy; 7* i" nir! mt; Y" dC1^' Nnl i '1'f`'�t.�,S:'^t°�P- �';.;,;r`" ;'* d' �i*r:✓` *��T'nn}P2!�fi".v�71j7�1! E CTI INSPECTION REC D 1 ' Retain a copy with nit INSPON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. 1 % A\ eAS -0 " c PERMIT NO. (206) 431 -3670 orrections required prior to approval. COMMENTS: � S /InQ,L/ 4r 5'0 ur?I 1,4JA ,. 17 t 'rO uC W cwt o ✓E (ACA sr - -. /2:6 A-¢ce KA-Pat 64-0,e(4-1L ern- . 4:0 4- ge r s P (EvAt J $42.00 R - NSPECTION FEE REQUIRED. Prior to inspectionf fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Projec R. - ' r nCV f 'c m � Ty of inspectio -�- a - . ► . - �rr� �'��c „ii, i e 4(a A s Date called: 1-6-9g Special instructions: Date wanted: 6 "'% wanted: ( 1,. Requester: AI Pt, 6w) (7)1G - 00q INSPECTION AEC Retain a copy with E proved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: l IInspector: ' PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: C) $42. ' 0 R - SPECTION FEE REQUIRED. Prior to inspection, fee ' must . be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Receipt No.: Date: Prrc jnetty v Arvii1/41,0 Type °inspection: — rrMil ) s: Addres ''' Ato-ii. k2,1) LI al 4 Date called: .- / 414- Special instru btions: • Date wanted: . 172:3 1 1 /1d Requester: e (-- Phone No.. _ 0 , 7474 . 410kree . „ = , • , 7 , 41 , ,imrlo. , ; • INSPECTION ‘ REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 r 1 Approved per applicable codes. 9r-Corrections required prior to approval. COMMENTS: Inspect Jyr-0 PERMIT NO. Us o (13 c_:( e/Aizio,,e Foy7 . O/ 7- f. - 7 ftit.t5i),(Qt OAWLSiat&.- Pcce 4' 6 AA - POS "i.e. pbs lc/ 7 WO/ 727 tgeo4eS A/Z..004 Ota/lfra- s D (206) 431-3670 /3 01, $42.00 EINSPECTION FEE REQUIRED. Prior o inspectibb; fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Ct: PaNVI GI G{ o�'Yt -f. f..,, Type of i pec ion: , , (� ? I r,l II-P, ' S ; ii ,A,, d re tv\ Date call ed: Special instructions: T ' Date wanted) 2,3 A ` a. . �� R �eL Phone N r^�� N ot 1. .1 0 Approved per applicable codes. COMMENTS: awrAtvewmktminzmpwrznamrommittvaiwver INSPECTION "REC Retain a copy with INSPECTION N O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 1 Date: !' PERMIT NO. (206) 431 -3670 Corrections required prior to approval. I n s p e c t o r : , I $4 ,00 �� INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon Receipt No.: Date: Project: � t _ Address: I iAi !i C h Type of inspection: ed PiCAte e (O'b .. .5 Date called: Special instruc ions: L, riii-)- Date wanted: -/-5—Q5) p.m. Requester: l tv :. Phone No.: / �� ,,� C6 INSPECTION RECT - 1 Retain a copy with pee alit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. Inspector: Receipt No.: I PERMIT NO. 206) 431 -3670 Corrections required prior to approval. Date: ri $42.00 REINSPECTION F REQUI • D. Prior to inspection, fee must be paid at 6300 Southcenter d,, Suite 100, Call to'schedule reinspection, Date: Pc t• T pe of ' ction: A dyes • Date called: Date vy �4 7 i y!' Q p.m. p ecial instructions: Requeste : Q1. • PA��No.: Inspector: NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: (5 41 AD LJ Approved per applicable codes. INSPECTION RECD, Retain a copy with p wit clmrsvIKee •a d zoo PERMIT NO. [\ Corrections required prior to approval. Date: /2 [7 $42,00 REINSPECTIO FEE. REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 -3670 P o' ct: ,RIB Type o� tioryt 1 �� -~ Date called: 4.0 ddre Al! Special i structi , • s: Date wane f '& t a.m. p.m. Requlster: Phone No.: Inspecto 4' $42,'iiIREINSPECTION FEE REQUIRED. Prior to in pe ion, fee must be'paid at 6300 Southcenter Blvd., Suite 100. Call to schedule einspection. Receipt No.: Date: t Date: oved per applicable codes. INSPECTION RECO Retain a copy with p &)i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Project: -" bCe. Lac+ (4 F S Type f inspection: 5 \tle e r W &-Q- Date called :� I2l1 A ress�: ` �� .r �� Special instructions: 6 41/6. • Date wan�t+e 3 i a. $ Requgster. (.I < rn r . Phone a S-• 3) S 5 - c 1C0CP - k�'. �+ u+ rar ^��c.•+a��r+mnxws�m�a'�����i INSPECTION RECQ� Retain a copy with p fnit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Inspector: ,c0" I Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: A .1" o /34C c✓e5z-u Date, $42.00 RfNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Pidect: ' ', / i Type of inspection: s . 0 Address: J2 y 5 . `G 4., 3 Date called: o 2 � c �. / Special instructions: ,� `k r V \s t� .' Date wanted: /O - 2 -/- 4 i+ a.m p.m. Requester f lesc Phone No.. 7, `i 1 7 "'.�9 - 7 4 ^�': e�5�i• -•. �'V..4 ±ai... w1±W�r.p^.w'+., . ._ ....',,, • `�. N�Yie - v •nl ': Y^ .YV.'..`:T;�•rc;:'n INSPECTION NO. INSPECTION RECOf Retain a copy with p .it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: loki?" hts_____A4241614 Inspector: Ociaoao MIT NO. (20 431 -3670 Corrections required prior to approval. Date: I U(LI / IT $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Proje • rod �. fr/r r►�s Ty ot. inspect a..r� ,fo f D J f � �, ohr Address: • ..) , /z. 04 7 9 6kV s Date calla p /0 15 qr Special instructions: �A ( Q `��' 1. I� aerie_ Date w,a t?: �tb � • l / � a.m. R eque r 'q PIN No.: . f 's3 � �S 9� Q 7 INSPECTION RECOM Retain a copy with p�.lit TION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 1 COMMENTS: r; • PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date ; �(�� [ $42.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Q. 0 c t G. - 61 1 Type of inspecti n: Address: 2 oq 4� `'1 � A-t/ S Date e call ► d• D 14 �� S' Special instructions: Date w+ n s h � (}) t a.m. p.m. Reques : Phon so ?.I 9 9 6 7 .� .�. ,. +'. '' 3''. s"'' y,$:+ 6? Ri; 7"". tTw ':s":H•�v":�:iw.v31.rt.1�''�.' 374"".. rt' C7( 7Sia. Y'M` 7[n5!`...:::,:r,»:+= ;rn.:*Rr+.x INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy, with gat CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 198 -oao PERMIT#NO. (206) 431 -3670 Corrections required prior to approval. r^] $42.O &REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bivd Suite 100. Call to schedule reinspection. I Receipt No.: Date: Prolec :a 6_,,..., r� 146 Type T � � �. - .4.-e of inspection: i -a -- Dat called: /0 q Cik • �'�U ,.. Address: l' _ [e US �{6 V S Special instructions: Date wanted: I c a.m. m. Request� Phone No.: 2� 2 / 0 7 . . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [ per applicable codes.. COMMENTS: INSPECTION RECD Retain a copy with pit fl— 02-GS PERMIT NO. (206) 431 -3670 Corrections required prior to approval. L Date: , ET $42.00 • EINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: swa Type of inspection: Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECO9r` . Retain a copy with pe .... y c.-3 P MIT NO. G 5 r 3 Inspector: I Receipt No.: 62J (20: 431 -3670 Corrections required prior to approval. _9/14 1) LA ad L.KPA 62.4 cw-c-A-0 dc-e_ Pptl -c.A, y /-tLJ od)-Le. o __ =► -k f aQA ate` Date: / /? [ — I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Project: ': � Type of inspection: Address: /o7 O /c `,�� 7 Date called: Special instructions: aUP S Date wanted: p.m. Requester: `E' 1 Phone No� C77-) ! 3.t C cE 5 7 Inspector: INSPEC ION NO, � � rrrr CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION REC Retain a copy with p nit ED $42.00 REINSPECTIO FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100, Receipt No.: Date: PERMIT NO. Date: b9-ozoge (206) 431 -3670 COMMENTS: Corrections required prior to approval. Prior to inspection, fee rnust Cali to schedule reinspection, • City of Tuk ill Fire Department • TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Proj.ect__Name 70o3g; 1 ° ti /20 vy , r 2 - Or/ ..��..t 2 ; o 3- .e1,_�.. Address/Z1, /70,1 / /2-o79 ,2e o [,td 71/ 4 s. . i/t 3o sd.Z 4 s/o , .$ ' 22 ^'s� ;Reta_in_current schedule / Needs. shift inspection x Approved.. without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct :_ Halon: Monitor: Pre -Fire: Permits: t ' kuthorized "Signature FINALAPP.FRM Rev.. 2/19/98 John W.'Rairts,Mayor Thomas P. Keefe, Fire Chief a . . j7 0208 L;y6 cz3 b:S 02 32 0R 014,1 09A- X17 Suite •# Dat? T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax• (206) S75-44139 • r • •t c. , :QY!... "h• TP; 11' 1'.: �9�h���°;' �1�� j. �f �jr�. } 7 ;t E',lei,�CA : ,F � ;,l��•4c � , ; 1} •.•'■ :,, )i {t•�;t:it.:• City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name )),'& f} t )l C ! 1 F i • 1- Address 0 V9 I ,, e , 67, 7 (' 1 16 A i. S. Retain current inspection schedule S �, Needs shift inspection :Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: C . uthorized Signature ^101q6: FINALAPP.FRM Rev. 2/19/98 R., b John W. Rants, Mayor Thomas P. Keefe, Fin. Chief Permit No. b9e" 03-415.- 096 - 0-7." Ci- /, - 0207 . 2' -- c).7 � c�1 Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-1439 • .. • .. . . • • . PROJECT NUMBER 2359 CLIENT rkikEw L CONSULTING ENGINEERS 20 May 1999 : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the OBSERVATIONS page t of 6 pages The investigation and report were authorized on 10 May 1999 by BiII Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing Toads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 6441080 FAX 425- 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down. The waves accelerate to a SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. rR rRr_r2�r, Z, -. PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 page 3 of 6 pages is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft\sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building Toads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. NEWEREENTAL PROJECT NUMBER 2359 20 May 1999 That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy Toad is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they LIQUEFACTION Another condition that occurs within Ioose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the remain relatively loose. page 4 of 6 pages If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. ■ PROJECT NUMBER 2359 Dale C. Hemphill P.E. Because the groundwater is fairly deep, there could not be enough settlement to • force the groundwater to the surface, even if the upper soils were all sand. Registered Engineer No. 14777 State of Washington 20 May 1999 page 6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. I EXPIRES 17 FEBRUARY 2000 I d CLC .tw 10' ?AMIE EASIn 1 1 1 Fi+' a r k /CL6 s� rte �, v s )y E re$: A, ∎-lroo a wkrF'` O S E iC CG"" EGrZ fg £S .9 • i CP I t APPROVED PER PUBLIC WORKS LEITER 'DATED 7"/Y-16 2 7 Z5 005 . 34' Ffeto (z.5' l'tz; - 0 � 1 tJl 11 'DOAA C•R4Flr 14+44 65 143.059 'nay , ?E &Ak 2,01 *. / (o) dos • • cir \ \ \ 14 152' \ \ 3 �y "najf Rbwtr VOIT le al. Wad IAA1 L'a,k 2A.1 ds \ 5' conc. wcek ---�, CITY OF TUKWILA SEP 2 8 1998 PERMIT CENTER :5 (euand AttiVAL) Dq Qty Notes Size Type Bar Glass Grids Argon Screen U-Value Price Each Extension 1 6050 XO 270 30 LOW -E 151 $133.96 $133.96 1 2840 PW 770 1 1. CLR 3X4 , 50- $54.39 $54.39 1 6050 XO 270 3 • LOW -E 6X5 . s r $171.92 $171.92 1 2640 SH24 570 10. 5 CLR G , so $66.80 $66.80 1 1068 PW 770 (, . 5 CLR TEMP 1X6 , 50 $100.74 $100.74 1 2640 SH24 570 12-5 CLR G . so $66.80 $66.80 1 5040 XO 270 - LOW -E . St $98.19 $98.19 1 2020 XO 270 `'i LOW -E , 5 r $44.17 $44.17 1 5040 XO 270 O LOW -E 6X4 • S r $123.37 $123.37 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 DATE FOR BELOW $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 5036 XO 270 1 & LOW-E . 5 i $89.43 $89.43 1 6068 170 (-40.5 LOW -E TEMP . 5 ► $277.77 $277.77 2 _ 2650 SH30 570 C. CLR G . 50 $73.73 $147.46 ' 1 5040 XO 270 aO LOW -E , S i $98.19 $98.19 - More Tia. a Naos ... A co.ribre t 19720 BOTHE L- EVEREIT HWY SE, BOTHELL, WA 98012 -8124 (206) 481-7101 • 1(800) 800 -5920 • FAX (206) 402 -4811 Customer Dreamcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: QUOTATION. ONLY Dimensions: RO/NOA tpt� ATTENTION: BRITTNEY BOLLIN <- - Quote Date: 4/25/98 Job Address: Project Start Date: Job Phone & Contact: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. job Name: REGAL 1460 Plan Revision Date: Sales Rep. 1047 PO Phone /Fax: 859 -9697 Contact: Mist. Notes: f b .... .✓...: �:: AiEs?H�KYS� ::�.i *k'i�•3C? :trti Total Sell w/o Tax.. $1,473.19 State Sales Tax 0 8.6 %..: $126.69 • Total Net Sell... 1$1,599.88 TERMS: NET 30 DAYS S t. o>v - -r-o ' I t Qc- L f2. FLCL. 2s _ __ ��w•�J'�` Z• oil - X 5 ? ca u.itim- , 9 6 ON I N A w 0 . 3 b ) b °t 4\t8C R)—(1-` (1to,4)(.(0 ) 113 = 1'3 4 .fig .1ct).4(.` \3.s qa--2y - ,t .4( t4.1 LwiZ = 34 (GO C i 3,2) 'dOF -4 cep l�t.) 'k.A..(3 (I3.5) i-396, 15. 4— tAYIL PL.?. Looc. 3 (g) 13 w�% $ 41M l3,1. Ps F V2.0 fa r st,. ' . Lt PQ. S-Lg t koku..= 3(%3.s(24)+4o(lb.z 7.4c (Iva 0 ,11.. Z Z7 1 Z Z� 3 5 -1 s -i 4 (:)•• lo z co(, 2 °1,3 m s 4 51. s$4 _/ 131.S2.4 S l O 6 '7 5 f o r 1 51..0 N'T- /4,4.t,,, v. 5 20 /37.6 =v - z4- —I u"7 y ,,-= 2.31 9/34.. _ Z 4 % FILE COPY - 1 • • -. , . ••., az 4 — 20 z 6554 30 Z ?92 --� 3L RECEIVED CITY OF TUKWILA JUN 1 2 1998 • PERMfF CENTER R. H O R N ASSOCIATES KENT, WA 98064 -5102 (206) 631.5353 Det-caot 1 - 1;4I = te, A Ave-. - -N-0 -4-32. t.. S S .cd) A A w s 'l k sc....5 - IN( P em . ct1/44.4 /011.. FT" —! 4 o10 .r " J 4�)4P(() h G J N 4 � o W� LL Pa oa iLL 14 l loo V V q�.0 t t2z r► 0 • '' ' 0 u n °� ; �-- ` 1/l N �i ev p rJ J 6 - U M A A.- .... . _. .J _ - AIM �J . .. - - `_4•01. 11 �A t o 4 Op p A 1 A 9 � Q M n i \ A � NIL_ yj 4 �9 A 09 M �V N to d' -t' r1 © — KA RR iEH AT NOG .` FASTS SPACM.. *ALL EDGED TOP MCC ?QM PLATE *& :NOR ANCHOR SOOTS SWIM . N C/40ft A/LOV AB E _ STEM NaTES Mt MN*" MTED SHEATHING easr OR III GA s r OC Mkt seoc - aR lay A.B. s r OC *34S tr oc 200 PLF ® wove BOTH SIDES Sr COOLER c OR GAS s r o lea s r OC aR L? A.D. s 4' CC A34 s Ira 200 PLF © ur 01E GIVE SIDE SO COOLER OR WALLBOARD • Me it OC OR la AXIS rOC A34 s 2C OC 100 PLF 1 D RATED VIC IAN APA SHEATHING as • r OC OR 1S GA • BMOC led • roc OR Ill AD. ay oc A34 s lr OC 240 PLF ® r 1104 APA 71 1 RATED SHEATHING Sd s r O.C. OR 1S GA s 3 OC 2- red sr0.C. OR 1il AA.* 3' O.C. ASS. 1.2'0.0 333 PLF 1.2 7ftr YSN APA MT® SHEATHING Sds rO.C. OR 1S GA .2 VT O.C. 2- ted•rO.C. OR 112 A.Q. s t O.C. ASS s 1t o.0 451 PLF 1.2 D SAME AS 4 win' cournuous EEAOER TO CORNER © SAYE AS 1 WITH rz PAH042 HOLD DOWNS PER PANEL .. NOTES 1 BLOCK ALL HORIZONTAL EDGES WITH 2X BLOC/ONG . • 2 WHEN SHEARWALL IS 24* OR LESS IN LENGTH, REFER TO MOM LATERAL RESTRAINT PANEL DETAILS F 3 overt ttJ Ata. Dw = • t c • •t S$$4 =SSD 1 8 &4 - Ssr, =3t 4G ` ' mss `S I-14 p % 4�- LotT,A, % foLYr00-0 8, I f � Lit Q60 = tl (c.> (% c') = toy - Pl t -3' - vi Z tvG0 = 1, s$ i D -2z. , $ �' ^r-okc ofl . W= L c o" are ec)) ..Lc. ci z 2 /* RECEIVED CITY OF TUKWILA • - • JUN 1 2 1998 1•4r• +MIT CENTER • RECEIVED CITY OF TUKWILA JUN 1.2 1998 • PERMIT CENTER • • I f Ar l r W1; , 1 t1 : , I � •t t ,1 1 1 C.,11111 1 O •.11 p A. 1.11 t." 14' i" / V 4 G 71 3:1 (j. WV n• 1 KIrctirwl Cr:l rd. 1:11 • ACA •111 • . 11 ►'1 1 .1 • 1 • , N W u c.1r• .•.nr . '•1= •1 • ork ,J Ta ikettee .,1. (l •u 'r^ � X� _ , •� •1 *1.11 • J.T 11..:1:; ,, ? ;` , 14 , • r .G MhT1 11 4 • • k .h • : 7.d /� - — ,;,,j ' li, ° ) F.• 14oi 4 1:+1. 0« . 1..' •i / 611 11 e.t I. J ..JrA►• r r.let PI P1 ,I.IVL = Khi; _•-1-1 _.• _ ' . 110191, •1 • fi . rl 1 Ct1. '�• 1wa11 C N i WV 111 FF Low r1= L' �►OAK 'I 4.01 l PaTIT 4 . , (71K/ •+ F1 C CF \' OF t.! N 1 rc:RMIT !VC-0 ruKwIIA 2 1998 ::ENTEF3 • 1 - t 141 • • 1 • : • .11 r I. w.1. •IA.l wtis NPAuo=,1. AI • .1 •' i M ALf! 1:1 I • •, 4 .► t 1 1 • ..I rtS ( 2 .I • f •1 l• •.11 •1 11» 1 I 1 • • .0 1 r• a .1 FYIAI:.1•• I..FI A ►•.'A W l; t . , .II•I 61 :, lt. Ill. I ..l • S IPI .. • AN 11.' ,.• •,F • 1 1 t 1 • ^.1r111 1 . ►•• • 11' " :.1• . ••�. F1ECE1VED CITY OF TUKWILA JUN : 1 2 1996 HERMIT CENTER RECEIVED CITY OFTUKWILA JUN 1 192, PERMIT CENTER: ` -- w.=c1r' LL =• Zs (NS b PS `77S PoS' toct_ Liz t4AL 4 g-q - 6`4CS (3) ;p 1 41330 I0 3Z'16 • • B-! f7 rL ��--= 490s7CcZ C4 j R.HORN ASSOCIATES 25954 W 98PLACE 2 S.E. 5353 • 4P V 4- RECEIVED CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER MEL :s gra �C • 1 3t) air _lJ ■'I ■Q sx3 - \- _ td ■■ - ■■ • L. �1 a rs. • • ■ • • • • .1 um NMI Ell 11 • 1111■■■ ■ 11 1111■ 111 ULIT • • 1 1 • ZIA 11 c J 1 . 1 2 Sr _ 1 . c..• _..3; Z G L LA it Mt IL . X111 G'5 a 5.i.. e>A'1) TO N O MAL 1b /SCR i , ZAFV4 2 .w I4: /VAR 0 • -r • . J 0 v I sriPK. Orris VAL. 14=0` 34 14•1•1 �GARAG•EJ fib - 10ei 11 i 4 •1q IN.aJL� C� .{ 4 SOP ■•Ir � 1.4v CAUflL. ■4It r fie.. mmrt = .. RECEIV :D ( Cnb - JUN •1''2.1998 PERMIT CENTER 11 5 e4� 3 4 x 1 � Yurrp tveo CITY OF TUKW LA JUN 1 2 199B PERMIT CENTER 08-18-1997 12:39:16 Name: Ralph J Born Project Name: REGAL PLAN DREAMCRAFT Page Title: BM 81 Based on Allowable Stress Design (ASD) UBC building code for TJM products available thr Application Floor - Res. Load Classification 'Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dead Load(psf) 10.0 Tributary Iidth('- °).... 1- 0.00 LOAD: 1 Conc(lbs) 2 Unif(plf) minimum The minimum depth size is 2 Pcs of 1.75" x 5.5" 1.8E Shear(lb) ' Moment(ft -lb) Live Defl.(in) Tdtel Deft.(in) Class LDF " Floor 1.00 'Floor 1.00 Maximum 1621 2950 Begin 4 6.00" 4 6.00" 7�- 0.00" Design 1408 2950 0.191 0.241 Allowable < 2411 < 3557 < 0.233 < 0.313 Span 1 A Max. Reaction•Total(lb) 775 1621 Live(lb) 611 1288 Required Brg. Length(in) 1.50(W) 2.18(W) Max. Unbreced Length(in) 32 TJ- Beam(TM) v4.60 217004179 0000 R Horn Associates PO BOX 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206 7631 -5353 Deflection Criteria ( S) LL Deft TL Deft Span 1 L/360 L/240 End Live Load Dead Load 1019 255 7i- 0.00" 280 ' 70 Rept Comment Add 1.75" x 7.25" Microllam(R) WS LVL 1.8E SIZE ANALYSIS - ASD Control 58% RT. end Span 1 under Floor Loading under MID Span 1 der Floor loading under MID Span 1 der Floor loading u L/348 MID Span 1•der Floor loading Copyright (c) 1997 by Trus Joist MacMillan, • limited partnership, Boise, Idaho,'USA. Microllam(R) is a registered trademark of Trus Joist MacMillan. TJ-Beam(TM) is a trademark of Trus Joist MacMillan. Page 1 of 1 TJBEAIiD ough Distribution Member Use BEAM Member Top Slope(in/ft)... 0.000 Roof Slope(fn/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A This analysis for TJM products only! Substitution voids this analysis. IMPORTANT! The analysis presented below is output from software developed by Trus Joist MecMillan(TJN). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted' design values. The specific product application, input design loads, and stated dimensions have been provided by ttie,software user. This output has not been reviewed by a TJM Associate. The maximum u:braced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. RFCEIVEO CITY OF TUKWILA JUN 1 2 1998 PERMIT CENTER • 06 -18 -1997 07:46:09 Name: Ralph J Nom Project Name: REGAL PLAN DREANCRAFT Page Title: BM 82 Based on Allowable Stress Design (ASD) UBC building code for TJM products available through Distribution Application Floor - Res. Load Classification Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dead Loed(psf) 10.0 Tributary Width('- ").... 1- 0.00 LOAD: .1 Conc(lbs) 2 Unif(plf) 3 Unif(plf) 4 Unif(plf) Class Snow Snow Floor Floor LOF 1.15 1.15 1.00 1.00 Begin 4'- 1.80" 0'- 0.00" 4'- 1.80" 8'- 1.80" A 12'- 3.00" Bearing length exceeds 3.5" at bearing 1 Shear(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) Maximum 4627 14905 Design 4133 14905 0.357 0.498 R Horn Associates PO BOX 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206-631-5353 A Span 1 4 1.80" 12'- 3.00" 12'- 3.00" TJ- Beam(TM) v4.60 217004179 0011 Deflection Criteria ( S) Member Use BEAM LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Span 1 L/360 L/240 Roof Stope(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A End Live Load 2750 350 80 80 Dead Load 1100 140 20 20 2.69" x 11.875" Parallam(R) A Allowable < 7102 < 17591 < 0.408 < 0.613 SIZE ANALYSIS - ASD A Max. Reaction Total(lb) 4627 2588 Live(lb) 3294(S1.15) 1885(S1.15) Required Brg. Lingth(in). 4.05(W) 2.26(W) Max. Unbraced Length(in) 32 Add Rept Rept Rept Comment WS PSL 2.0E This analysis for TJM products only! Substitution voids this analysis. ,MPORTANTI The analysis presented below is output from software developed by Trus Joist MecMillan(TJM). TJM warrants thft. sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The mexisun unbreced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Control 58% LT. end Span 1 under Snow Roof loading 85% MID Span 1 under Snow Roof loading L/411 MID Span'1 under Snow Roof loading L/295 MID Span 1 under Snow Roof loading Copyright (c) 1997 by Trus Joist MacMillan, a•limited partnership, Boise, Idaho, USA, Paralla(R) is • registered trademark of Trus Joist MacMillan. TJ- Beam(TM) is a trademark of Trus Joist MacMillan. Page 1 of 1 TJBEAMD IR CCIVL ?O CITY OF TI;KWILA JUN 1 2 1998 i=i AMIT CENTER ( :LEVATION CERTIFICATE - FEDEFAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME 1 ji L -t (__1,)F STREET ADDRESS (Including Apt., Unit, Suite and/or Bidg. Number) OR P.O. ROUTE AND BOX NUMBER 3.� v x =}-� tl, OTHER DESCRIPTION (Lot and Block Numbers, etc.) - c' -I_ j I i' L. r . t ti - Lc( 1 ' L 11 CITY Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX SECTION C BUILDING ELEVATION INFORMATION SECTION D COMMUNITY INFORMATION STATE ( i 5. FIRM ZONE O.M.B. No. 3067.0077 Expires July 31, 1999 ZIP CODE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE' 1 1 I 1 1 1 LJ feet NGVD (or other FIRM datum —see Section B, Item 7), 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level ti 2(a). FIRM Zones A1-A30, AE, AI-I, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1 1 1 L_) feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 1 1 1 1 1 LJ feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LLJ LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L1J LJ feet above ❑ or below ❑ (check • one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: if the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section 8, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ❑ No (See instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 1 I 1 1 LJ feet NGVD (or other FIRM datum -see Section B, Item 7). 1. If the community official responsible for verifying building elevations specifies that the reference level indicated In Section CJ1tem4:, is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 1 1 1 I LJ feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 -31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUAT104 1 E me, MDT // This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1–A30, AE, AH, A (with BFE),V1– V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features –If the certifier is unable to certify to breakaway /non- breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE ADDRESS SIGNATURE SECTION E CERTIFICATION COMPANY NAME CITY DATE PHONE STATE ZIP Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: REFERENCE LEVEL REFERENCE LEVEL BASE FL000 ELEVATION A ZONES ON SLAB V ZONES ADJACENT GRADE WITH BASEMENT A ADJACENT : GRADE ZONES ZONES ZONES BASE FL000 ELEVATION REFERENCE LEVEL REFERENCE LEVEL ON PILES, PIERS, OR COLUMNS A V The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. BASE FL000 ELEVATION ? h ADJACENT {. ` GRADE �. I -- Page 2 e RMIT CCIL'TER ig s :.tn[aw bm /4'183V PACIFIC NOET1t� 8T TITLE COMPANY OF MASH MOTOw, 1201 Third Avenge, suits 3800 Seattle, iWashington 91101 (206)622 - 1040 TO: Re /Max 19201 Renton, Washington 16155 Attn: Tim Burkhardt cc: pacific Northwest Tit • 116 Washington Ave. 3i Rant, Washington 9803 Attnr $ean/63040920 nreameraft sla E. Meeker 9t. Kent, Washington 9103 Attn.: mike 8IPPLIMRNTAL TITLE RgpO1T INC. Your Ref. We., creaming% seller: t;linker Corporation Mortgagor/Purchaser/ Dreamareft cur Order No., 140700 buraplemental Mo.: 1 The following matters effect rbe property covered by this order: The legal description (pas been amended to read aa follows: Lots 1 through 11, inc juaive and Lots 25 and 36, C3Cy of Tu ud11a► Boundary Line Adjustment No. L96 -0077, recorded under Recording Numbers 9001050589 and 9eoi1209L7, beiper a portion of. Lots 35 through 39, in lusiva, and Lots 42 thspugh e0 ineiuuivs, Block 5, and Lots 13 d 14, Block 6, Plat of C.D. Hillman'. Meadow Gardena AddiC4on to they City of oeatt:le, DivdeLot: ito. 1, aceorddng to the plat thereof re rdad in volume 12 of piece, pages 64, in King county, Waehingto; « except aa to the matter': reported her•iz bave, the i.itl.e to the property oovered by this order hits NOT bean re•examinad. Dated as of May 19, 1996 at 0:00 a.m. PACIFIC NORTUNE5T TITLE COM»»W By: Mike Starkey Title Officer ' t ,L N►1 LMNd : K 608 : 88-81-8 Vie-ows 311,14 YN 0 CITY OF TUKWILA JUN 1 2 1998 NnMIT CENTER July 15, 1998 Dear Vickie: Enclosures File: D98 -0208 C City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 .- SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0208 Dreamcraft Homes 12049 46 Av S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time the Building Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. P' erson Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 TO: FROM: DATE: SUBJECT: JJS /tkf C City of Tukwila Department of Public Works Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering July 14, 1998 Dreamcraft Homes - SFR 12049 - 46 Ave S Permit Number: D98 -0208 Contact Person: Vickie Martin Phone: (253) 859 -9697 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 14,1998: Allentown Water Connection Fee Allentown Sewer Connection Fee Access Land Altering Sanitary Side Sewer 3/4" Perm. Water Meter Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 3,968.00 7,278.00 25.00 37.50 20.00 260.00 25.00 TOTAL: $11,613.50 John W. Rants, Mayor Ross A. Barnst, P. E., Director Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4330179 • Fax (206) 4313665 ; • ^ City of Tukwila PLANNING DIVISION COMMENTS DATE: June 17, 1998 FILE: D98-0208 • NAME:" • Dreamcraft•Homes Please contact Michael Jenkins at (206) 431-3685 if you have any questions about the requested revisions. John W. Rants, Mayor Department of Community Development Steve Lancaster, Director • 1. The site plan does not match the elevations. Please revise the site plan accordingly or revise the plan for the home to match the site plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4.31-3670 • Fax (206) 431.3665 City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: June 17, 1998 FILE: D98-0208 NAME: Dreamcraftflomes Please contact Michael Jenkins at (206) 431-3685 if you have any questions about the requested revisions. John W. Rants, Mayor Steve Lancaster, Director 1. The site plan does not match the elevations. Please revise the site plan accordingly or revise the plan for the home to match the site plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 1 C ea cf k Cvii EW TII SLIP ACTIVITY NUMBER: PROJECT NAME: DREAMCRAFT HOMES D98 -0208 DATE: 7 -17 -98 Response to Incomplete Letter Original Plan Submittal XX Response to Correction Letter # 1 Revision After Permit Is Issued DEPARTMENTS: ilnin • G& — (74 7 Public Work \PR•ROUTE.DOC 6/98 TUES /THURS ROUTING: Please Route Fire Prevention tructural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Planning Division Per it Coordinator DUE DATE: 7 -21 -98 Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -18 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0208 PROJECT NAME: DREAMCRAFT HOMES %% Original Plan Submittal Response to Correction Letter # DATE: 6 -12 -98 Response to Incomplete Letter Revision After Permit Is Issued PCA CONe 11T� SLIP DEPARTMENTS: g Division k Fire �, Prevention la- W S uctur DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete J' Incomplete Comments: TUES /THURS ROUTING: Please Route Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions 0o00(ciri ,.4e( 01 iiS9. REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved — Approved with Conditions TJ2 Plar K, Division d ( l -% ($m Permit Coordinator D UE DATE: 6 -16 -98 Not Applicable No further Review Required DUE DATE: 7 -14 -98 ■ n Not Approved (attach comments) E DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 REVISION SUBMITTAL DATE: (.1 _' r PROJECT NAME: / . 2c 7 /1 . PROJECT ADDRESS: /2/21 "/ CONTACT PERSON: / -//' e" REVISION SUMMARY: SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: "Cloud" or highlight all areas of revisions and date revisions. PHONE: S.' ; 9-- 7 7( ; (5 F'L «JE (J //e c1TY O F TUKWILA SEP28998 P6 CITY USE ONLY " TER c�� 5rerra 3/19/96 REVISION SUBMITTAL DATE: PROJECT NAME: - Drear ' Q'r 0111),S ( r(. PROJECT ADDRESS: CONTACT PERSON; VI ( NUMBER(S) SUBMITTED TO: 9ti /9ti'd 147 PLAN CHECK/PERMIT NUMBER; D*oaoci3 c CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 il v PHONE: Alb "Cloud" or highlight all areas of revisions and date revisions. Pc' X53 - 9 c Uc {"7 II I • REVISION SUMMARY: U ISC_Gl �i f(; p a.n ___� Y�l�=f - h `Ple.UCCAlon ptctn CITY OF T11KWILA sut 7 %St PERMIT CENT:) 3/19/96 Md /Q3Q trIMNfIl Wd/S:90 86. ST lflf 4 Dear Sir: C City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief Fire Department Review Control #D98 -0208 (511) June 19, 1998 Re: Dreamcraft Homes - 12049 46th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5734404 • Fax (206) 57$4439 • J ( • City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 . Fax (206) 5754439 Re - -1ential Sewer Use Certific� - `ion (To be completed for all ne newer connections, reconnections, or changer use of existing connections. Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) KIN(: COUNTY This form does not apply to repairs or replacements of existing sewer connections.) Owner's Name t-,Jreck.• -11. ro r 4 -Lees (Last, Fir Middle Initial) Property Tax I.D. Number 33 Hn Q - 1a 3• Property Legal Address: Subdivision Name &_ Pt no . LA & - 0 0 17 Subdiv. # Lot # I Block # Building Name (if applicable) Property tre erty et Address Street 1.-3)X %(%� P S tre � �c. City, State, Zip Owner's Mailing Address (If different from above) Date of Connection: u- airs G kl- ee-kef Ye ti- LOti ci `Sh - Owner's Phone Number (3' ) '1 c cc( Property Contact Phone Number (ar.) ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District — TLLIV,ul lu., LL)9 C C Side Sewer Permit # Residential Customer Equivalent (RCE) •lz For King County use: Account # Monthly Rate Six Month Due Please check appropriate box: LSingle- family ❑ Duplex (0.8 RCE per unit) n 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) El 5 or more (0.64 RCE per unit) No. of Units x 0,64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. 1 certify that the information given is correct. 1 understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge, F?r;^�;��JC, Signature of Owner /Representative UL I r 1 r pate Gtr ���r �':RILA Print Name of Owner /Representative . (.I4t.C_ <- _�:'Lay nn_- ..___.. -._ �� . '�«1�itT CEN 1057 (Rev. 2/96) 1.0 1.6 2.4 3.2 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer REGISTERED AS PROVIDED BY LAW 'AS CONST CONT GENERAL REGIST. # . , EXP. DATE, • CCO1' • • MJFHOI *092DA 10/01/1998 EFFECTIVE. DATE . 03/01/1991 . M J. F HOLDINGS INC . 215• E MEEKER • :, . • . KENT WA's 98032 Signature 1 -L6 �'l Issued by DEPARTMENT OF LABOR AND INDUSTRIES' • 7.. Il rs Tr "111. a -r Aim lIr foam of IOoF 01 STI1 T11E.II 1@ °-r TYtICAt. 3. P ovi suFk r ;iota tilEss 1001. 411110 011 SitIN3lii Ws, STOII tCOlS sip 01)41111 S•M111l1 1of/F#t1' A1.1110Ea IiXIS +,4O rua PIELI 11r t s$ OF. ,F. *1) MOTE F101011E10111E • S. TO 1i1I FOI 141 All ON VAtt I FIIIS 13 era fall f10OI flits. Cllr AS APPROIIlATl Sllts. PA_ (IO Ot�01 F , A11tO1 IIOI tllE." " - rrr ftlT , {k�, jf OPEN °, Date 27 2s. :1 Job No. 2 0 17 CITY OF 'TUKWILA Drawn ' .. " Approved " Sheet riroLtven BU LDING DIVISION pa (..EAT N S' 0 LEoFT S►C)E E111111016: 1. Alt 110EIS100S 01 IIIS N1r111 IlArt VEEI CltECIE1 ill IE0EE00E1. 11 II 1 f OITlit 015'- I(SR0IS11Itiir 10 ruin 1tt 1I11EIISIOIS' 111 NE111CCULCr. k 101 OE 1C1Lt 10111r 111E1110111 'CALL IRE Alc1TTECr. P l"sx. et; P. 0 Rf= is E l-.E= VAT i oN .6,- ) l (iT S Lto k.wk --ovecrrt iS 4 2 % Mn.i. MAX. 51 PTR6QutitED 1.. &LADING o $u LANOtN6 e. 'DOOR. opt.. READ. Mat: WIc>Tb( of-v . RIG-HT P rtINC4 X 3la "D Izso 1004—lo yti' Sl p� T'YP. FILE COPY E E=VAT I ndertend that the Plan Check approv�!s taro .zot to errors and omissions and approval of plans does not authodp 11111 violation of any adopted code or eN6111111111 I1 d contractor's copy of plr1� 411111111411died. L1_1 ../ ! BY Date Permit No b0 cotrr )4.1.011.1. I t AL Ir-t LC>R.. . . CoP. J R. 1 CrYP� SEPARATL. REQUIRED ErMCAL Ig ES,O11 ICAL PUJMBIN a GAS . :NG err' .1t/ILA M 1 Bs. ,VISION F PL c. Ric k Err" ci }I CITY OF TUKWILA APPROVED Jul 301998 M N 0 OD w ') 1 4 al N (o • a m in O ,a • d o, cc N N I Dcit-mor Stitt. E COPY CENTER 141561 f:stAul,.. I.JAiL At'_r�vF 4.4 I4PA HD22. 4 coke. =LAt H PAH D 12 GR�.DM Ctrti-I BE=Af L, t.4.. Aw>va — 4 3 CZ-) w-1 EA, kI Co1 Crf P) L K16, 16 "of_', NF2 UrigxC,VECrEp _1. ' 4 K Z l. U Z .a. WAY s 4--' 2x10, 16 AIPJ:. - ., z.,00 ii::', `I K4 itD - rte - -1 T I!I ac �_ 10 14'- o -{ cow. I�AT1� Lo u 4 o o " r C/ lrTTt_rvp : / FP J 'vim HP AND 2Z • :I cow. vl -AL3 8 4 1' or f OuNDA(I ON PLAN I. ALL DIKENSIONS ON 111IS DRANIN6 HAVE HER CHECCED al's Karam IT IS IRE COIIRACTORS RESPOESIDIUI1T TO VERIFY ILL 1IKE1S10AS ARD IREIR ACCURACY, Do ROT USE A SCALE FOR AMY IIKEISIORI CALL IRE ARCHITECT, 2. CRANiSPACE: PIOYIDE (c NIL Y.1. LAPPED - : ec` 12' AT EACH JOINT AND MOOED TO FOUNDATION WILLS PROVIDE 11' Kll, CLE1lAICE UIDEI F1001 JOISTS, I2' 111, CLEARANCE UIDEI GIRDER (EARS. 9T 1 3. 11TERREDUIE f0011RG COISTR:lxy Flt P0S1S OR j(3dI 12' TRIO: CONCRETE PADS YITH SIRPSOR 10P AID SASE CAPS YITH 4 xlo_ 0.f, 2_ GIRDER LEANS - TYPICAL. All F001116O 10 IEAI 01 U111S11111E1 SOIL, A. foUNDA1101 Y[1TILATION; PROVIDE q• SQUARE FEET FOR g . YE1TS IS SHOWN 01 P111. ITPICAI CIIYLSPACE YEIT SHE 1' 1 16', 5, IMPORIAN1!!!! D0 101 LOCATE CRAYUSPACE TENTS UDDE1 LA1ElAL PANELS, 6. CRiY1SPACE ACCESS: 18' 1 2A' MIL 2. DOUILE F1001 JOISTS UIDEI ALL IEARIIG PAR1LT10lS TYPICAL, 8. GARAGE SUI 01 61ADE: k' CONCRETE SLA1 YITH GA (AS 10001100) 01E1 1' 01110111 FILL, SLOPE St11 10 GARAGE DOORS 3' - 1TPIC1l, 9. CONTRACTOR TO PROVIDE' LATERAL 1E011111 PANELS AS 1E0011E1 1Y CODE 111 AS INDICATED 01 IRIVINGS, SEE 5_3_ FOR TYPICAL COISTRUCTIO1 1E111LS, 10. 5 A.ke), NLU (f*J'. MIx �tAlll �PA.�E 723 s.F 728 =1 = `1•SS �.F .fit _ . VL- ►1T'S CITY OF - 1 LIK. LA JUN 12199S PERMIT CENTER vEw1 rw ivv: i.v BUILDING LDIN DIVISION 0 51 Cr CITY OF TUKWILA APPROVED JUL 30 1998 t-�! Date 2 - Job No. 12 -n17 Drawn 1 ca Approved Sheet Of MARK SHEATHING FASTENER SPACING $ALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES D 7/18' MIN APA RATED SHEATHING 8d 3 8' OC OR 18 GA a 8' OC 16d a 8' OC OR 1/7 A B la 4' OC A34 m 18 OC 200 PLF 1F2' GWB BOTH SIDES 5d COOLER OR GWB a r OC 18d a 6' OC OR 1F2 a 4'OC A34 a 18' O 200 PLF D ONE 1/r GWB SIDE 5d COOLER OR WALLBOARD a r OC 16d a 12' OC OR 1/2'AB a 4'OC A34 .r>? 24' OC 100 PLF ■ r RATED 7/16' MIN APA SHEATHING 8d a 8' OC OR 15 GA a 5 18d a 8 OR 1/2' A 8 a 4' OC A34 a 18. OC 240 PLF 7 /18' MIN APA RATED SHEATHING Bd OR 15 GA a 3 lir OC 2- 18daB•OC. OR 1/rA0 a3.0C A3$ a 12 O C 353 PLF 1, 2 7/18' MIN APA RATED SHEATHING Bd 11? 3' 0 C. OR 15 GA a 2 1/2' O.C. 2 163 8 O C OR 1!r A B a 2' O C. A35 a 1r O C 451 PLF 1, 2 D SAME AS 4 WITH CONTINUOUS HEADER TO CORNER D SAME AS 1 WITH (2) PAHD42 HOLD DOWNS PER PANEL . NOTES 1 BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING • 2 WHEN SHEARWALL IS 24' OR LESS IN LENGTH. REFER TO MINIMIN LATERAL RESTRAINT PANEL DETAILS Dqg-ow% ELIELLIE COPY CE T 148884 0 SEE ad - -- - L ` 1.1 X r;r tai 1 FAMILY IZ11 C.0111,11 ot1C..1,TEP 4x00 HOR ?o GORIER - rte p oPi? IJ ' 1 tl 14.14.1_011 ._U O Cc .TA P p ' SEE Nora 1 I 1 0 - N 5 p 1X1Fj -17 6- 1`4t„ r 3 un 4_ 0 4) 34 o" FL 4 GARAGE Conir - - 3Ye-)(1 6 /z G4 - -- • 1,400 GA'J r1 Lcvt R CLF_'A,TtA11 =V ' r Ia ;ALL Pt 12 HP.1A,Ar ( R-r( ILL LJL. CI-'G 2 LIP F1-r. Ar• t4 U0 LAS .111s y Io 0 Mid A w 4- t.9 ATP-J-cr (TY10 off 12Yre E J � ALL E5CTERIoR WALLS 1t) BARQ-tER.," SOYTaec.'E e -To A'PQ4 A+1te5 �20M 'DA E '1%tto v El{ t :L . c2Q f. E AUe-Hole. ' . 2 44EAGt eg-Tb 'PtzEUEN i LA► - 'PISrCAI[:EvtEt-tr -ijE t bTtoN 11pC. 131C• % "= It -01t FIRST FLOOR CITY OF TUKWILA APPROVED JUL 9 0 1998 FIRST FLOOR PLAN: 1. All DIMENSIONS OM THiS DRAY 16 NAVE iWEM CHECKED AND RECHECKED. 11 IT THE CONTRACTORS RESPONSIiIIIiY II YERiFY All DIMENSIONS IAD THEIR ACCURA0 DO 101 USE A SCALE FOR Alf DIMENSI(41 CALL THE ARCHITECT. Z. EXTERIOR WALL CORSIRUCT1011 2 X6STUDS AT j C� O.C, 'ALBS NOTED OTHERWISE. NOrE: IF 1 1 A EAIERIDR WILL CONSiRUCT1ON IS INSTALLED. i ;OYIDE R-11 ll1T INSULATION R IRSULAi :16 SHEATING. 1. INTERIOR WALL CONSTRUCTION: 2 X 4 STUDS AI 16' O.C. TYPICAL, UNLESS NOTED OTHERWISE, A, DOUBLE FLOOR JOISTS ORDER Atl IEARlN6 WALLS - TYPICAL. 5, TYPICAL HEADER LEAN TO IE'}Jl!!DFI UNLESS NOTED OTHERWISE, 6, WINDOW HEADS TO 1E At (o'- a'AIOYf FINISHED FLOOR - TYPICAL. UNLESS 101E1 OTHERWISE. 1, All STORAGE AND SPACES UNDER s' "AIRWAYS 10 lE FINISH(' VITN SIB' 14?E • 'X' - TYPICAL. B. CRAYLSPACE ACCESS: 18" 1 11" M;N, 9. FORAACES LOCATED VTTHIN iNF GARAGE SHALL NE INSTALLED WITH 1H' PILOTS 111 TURNERS OR HEATING RENEW All SNITCHES AT LEAST 18' AWE THE FLOOR LEVEL (NININUI BIU DATING A; REOUIR(1). 10. WATER HEATER PER ASHREA (9J-AO) OA [OUAI. 'r Y' -r'? - MrMIK/ krTc C SLDCe G4(r E: C.X4Z_ 11. FIRE PROTECTION: PROYIBE -1- LAYER SIB' TYPE '1' 611 11 All VARI /ERTICAl SURFACES (10 100E SKATING AS REOUiRED). •'-LATER AT All VAIN 14O111ONTAI SURFACES All -1' LAYER WRAP ( Q ON ALL STRUCTURAL DEANS All 1OSTS. - 1 . LATER 11 ADJACENT GARAGE ARP STORAGE ' UNDER SiIIRS.(z) Laves. r? 114 2- - E t IL �1UIS 8 Cy./ FIREILOCC HIKEER STUDS. - UXIT SNORER FLOW TO 2.5611 - WATERPROOF YAMS TO 111. 10' AIOYE HAIR TILES. . All HA1116 i0CIU11I6 WINDOWS 011111 70' OF HAIR T11E1 SHALL 'E SAFETY GLASS. - VDU APPLiCOIIE.(01 EXTERIOR WALLS) INSULATE 1E0111 11)1! SHOWR P001111005 All CORNERS. ,IlsiAli 1 NIL. PLY VAPOR 10101(0. 13, PROVIDE 650.11. OUTSiDE All OUCTEI TO THE FIRE101 OF FIREPLACES All 0001 STORES. PROM TIGHT FITTING 10015 AND A 11601 F111116 RAPERS. 11. P000I1( 1 1 1 POSJj STUD (OVAL) UNDER ALL (EARS (1 1 6 ORDER ALL DEAN SPLICES). S01I1 ROCS S0PP0011N6 FLOORS. FIL7L7'4:. 1t /E CITY OF='YlI tt� 1 2 19JS BUIL5iNG ©iVISIO PERMIT CENTER Sheet Of 0 cv W Z C1 N Date 2- 20- GIL Job No. 92.- 017 Drawn Kct Approved T LIB ° } EL EC. 2 ® - ' "L WA- CITY OF TUKWILA APPROVED J-U L 3 0 1998 BUILDING DiUI W JUN 1 2 1998 N i mex �t itl V im. • ti11 Liar >d r i- \ (` runaK Date., 2._ a..6- q 2 Job No. 12- 017 Drawn KD .Approved Shea i► )B SECOND FI.,00R E j ia'Rt -t 2J c IL m 24' - T -3h 0017 FAT, N tst I> 1\I01 ALL ExTERIDR, WALLS CITY OF TUKWILA APPROVED JUL 3 0 .1998 BUILDING DIVISION SICOND FLOOR PLAN: I. All DIMENSIONS OK THIS DRAPING NAYS DEED CHECKED AND IECHECNEI. IT IS TIE CONTRACTORS IESPONSIIILITY 10 YEAIFY ALL IINERSIONS All THETA ACCURACY, DO IOT USE A SCALE FOR ANY 11NEISlOE: CALL THE ARCHITECT, 1, ALL IRS AND SHOYEA STALLS: - fIRE11OCK IEIVEEN STUDS, LINIT SNOVEI FLOP 10 -3- D.P.A, - WATERPROOF WALLS TO Kit, 70' A10YE DRAIN !ILES, - All ELATING TDCLUDING VINOUS NULL* 10' Of DWI TILES SHAH 1E SAFETY GLASS, • !ISOLATE TENTH TU1 /SkOYER PARTITIONS AND ;DRIERS. INSTALL 4 Nit, POLY YAPOI IARRIER, S, ERTERIOR WALL COISIRUCIEON. 1 ASTUDS AI _i Ca_ O.C. • TYPICAL. UNLESS 101E1 OTHERWISE: NOTE: IF 2 1 E11E11O1 NALL CORSTVJC!l0N IS IISTALtE1. WITH R HIT TAMPION All I-S.1 !ISOLATING IDEATING. 4. INTERIOR WALL CGISTRUCTTODE 2 X 4 SUDS AT 16' O,C, • TYPICAL, OILESS 10111 OTfENVTSE, 5, DOUBLE FLOOR JOISTS UNDER All BEARING PARTITION WALLS -TYPICAL. 6, TYPICAL HEATER WI TO DE-'' X!"_DN 2 , UNLESS MOTET OTHERWISE, . 1, WTNOOV RUTS TO It AT 14 'A1oNE FLUSHED FLOOR - 1YPICAl, UNLESS NOTED OTHERWISE, 6, All STOWE III SPACES VIDE! STAIRWAYS 10 DI !INTAKE! YITN 516' PYP( ; • 'X' TYPICAL. 2 4. Amp ACCESS: 22' X 30' MIA, WITH 111, 30' HEAD CLEARANCE, ID. PROYLDE #. A 4 Post_ tot 110140010 UNDER ALL LEANS A N 6 iTDE1 ALL DEAI SPLICES). SOITI 110C1 SUPPORTING FLOOR. E. "017'.) 0T OF '1 JUN 1 2 199s PERMIT CENTER O H ‘t r.- • E u 0 C+1 O O CO Of to CV • 2> IL , to 04 to QZ 1 - - 1 / , 15 . 0 kid! 4 I -1-- 12 If. VikotiCriloUT WALL e=Lakl VI1Grit t- F: I_ —L 1 ■1 12. ( RO‘,1 KIX I, ALL DINENSIoNS 01 IHIS Iltuis6 NlyE HEN CHECKED All NUMMI. IT IS 1E CONINACIORS RESPOISTIIIITY TO YERIFY ILL IINENSIONS All INDS AcculACy, 00 101 uSI A SCALE FON UT 1INENS1011 CALL THE ARCHI1ECT, 1. PRE-NANUFAcluRil Roof !NOSES: 3. '000F VENTILATION INVINENENTS: - 2 X TENT SLOCUM SKILL NM FOUR - / ROLES AI I' O.C, VIII CORROSION RESISTANT VIRE NUR NESN VITH 0111I1014 1/4' 11 mmHg - TYPICAL' UIIESS °MIS'S(' 1. FL GAR. A, TYPICAL NEM MEAN 10 1E11 12, UNLESS IOTEI 011MISE, 1 fill :8' 4.4 ! S. TYPICAL ROOF MIMIC TO 1E 2 MKS . 6. CROSS NITCHEI Mil 01 IOC PLAN , 1 UNLESS 101(1 OINNIVISI. 0,C, • IMCAL. 1111011( OVNIMA1116' 2 1 Is AT .2....,..t!.. : 41: . si2 41' 4 1 v1-42.- 6-1: • ..- 0 . .,.., ID .7.7, 0 10 in 0 4 , 0 0 c4 (D: ‘\ 1: ?()L" 1311 )1:19-19°)1/4 BIS cr: : L r‘j'4ut'-ti JUN 1 2 199g PERPAOT CENTER - SHALL CARRy NANUFACTuREAS STAN% - SHALL ME IISIALIIN ill HAM AS PER NANUFACTuRERS SPECS, - (NUMMI' liTk All DETAILS SHALL IE APPROVES IT MlUILIIII OFFICIALS WORN ANY FIELD CUTS 01 TRUSS ALTERATIONS. - SHALL NAYS OMER SEIIILS AO OURS 01 SITE FOR f111111 IISPECTICI. VENTIMION iCHEIULE: • ROOF DESOIMICI -RUKIER OF ROOF PENT (tOCA1101) VIII 8is. SO.fl. IMISE1 I I 2.81 4 1. 2.1 0.C. Roc:: Date 2.- a -az Job NO. 12.017 Drawn kp Approved Sheet NAIL 5I EAT++i.NC TO HEADER *3 ".O:C. E.w. APA, RATED tSWEATI -!!NG 3ie' MIN. 24/0 E.xP.,i -• (2) 2y STUDS. NAIL •- 5I-IEATI -NNGTO EAGFI :STUD � rL - FL.. 51MPSON I- IPANO22 it • 0.j.01 bxJ ,FLAT°. -'� • r , #� M .W* E.. = ` Bn -q.. fN i u is Y Rs ab 1eGA' t3RIDGl hlCa OA.srE STAPLES OR PENNEY NAILS . 3" O.0 ALL PLATES,WEAPER5 AND STUDS. (2) 2x PLATE NAIL SNEATI -IING TO EACH PLATE ! (3) 2x PLATE L6' WIDE PANEL$. 1 ANCI4CcR BOLTS 1" MIN. EMBEDMENT e23 p ST U(ltDOwNS OPTIONA LOGR /Ot( -5111 r,T ! 046- R 3saorupAc.ry U.MP St4A♦ NOLOOK”.4 &ACK OF POSTS - 0 COCA T ION 1A 9.T $.« P.,Ar . CQNT.. Foorw& AT DOOR Op,..NtN& aRtu:g•r FL-UP 2 r�, K O.0 . Ex T. Tyr Ckw,,, k 3Q()v\ i In ctex Ei1iDDIG SEC(IDN: 1. ALL DIKASIONS Ok TNii IRAvirS RATE TEEN CRECNE1 Ilii R4CHECff) IT 11 Ili CONTRACTONS.JE$PONSIIILtTT TO RESIFT ALl IIOENSIORS All THEIR ACCURACT, 10 NOT USE A SCALE FOR ANY 111E141011 CALL IRE ARCHITECT, 2. INSULATION REQUIRE NTT ARE AS f)LLOAS1 CEIL1 " PALLS' 01 R-�S', AIR- INSULATING SNEATNII6. NEE: iiRUCTUAAI SNEATAING AN1 INERNAI SHEATRINL'REOU1AENEITS SrALt 1OIN It NET II TNEit ENTISER YAItS TEtOY:6011(• R- jr INSULATED 01 THE IITE1104. R1611 • R-la IF INSULATEI OR' "E EITERIOR, fL00RS..- R•ri`9 SLATS - 11 ANTI (AT I :AINETERD f. AIR SPICE 101E1 -PROTIIE 1' AIR SPACE AIM CEILI16 TRSULATIOX -!(HERE (AVE TEATS ARE'tISIALLFI. PUCK 1AFFELJ16 OF THE IE11 OPfl1NS. TO OEFLEGT 1A( IIICONTNI All 1)a'd( THE' 1101.11101. 1, ENERGY C01E GAtc01Ali0NS1 CITY OF TUKWILA APPROVE JUL 30 V398 . ' 1-1JIYlV � CITY OF o t✓ r; i'" JIJN NATI Ft.0016tASS AREA 16 1 5 F . SECOND f1001 61.10 AREA , 9 l sr" StO116Hi GLASS AREA _Ft s __ 2 DTHEI GLASS AREAS A TOUL.5RAS, z 5,z s (01011E11T TOTAL NEA11,I Fl ISRED f1.001,AREA) 1 44.4 6tASS TO FLDOR AuE4 X• . I �. ,311 (r,S,E.C, CHAP. 6 uMORS 21 x Date 2-4.44-1Z, Job:=N4. 9 D!. ,- 4 17 CAN awn K c► A pr'o ed OMANI MIMI FLOOR, Sep A���oi� qN0 Ail Witt riM7 CRY c's JUN 1219S PERMIT CENTER crry 1:2'195 PEgN-17 -C TE WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 04/12/97 Homeowner: FILE: C:\\WATTSUN5\\DREAMCRA.WS Site: REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration Builder: Dream Craft Homes 217 East Meeker (206)859-9697 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET = = PROPOSED DESIGN COMPONENTS ComPonent Desorifi Analyst: Jurisdiction: Utility: House Type: Single Family Floor Area: 1460 ft2 Weather Data: Seattle, WA Climate Zone: 1 REFERENCE PROPOSED 348 345 Btu/hr-F *** *** kWh/ft2-yr =*==== ========= ======= ========= ======= ==== Reference U-0.041 1015 41.6 U-0.650 219.0 142.3 U 3 14 U-0.062 2014 124.9 U-0.036 688 24,8 ACH- 0 .350 12600f t3 ( 80.7) HOUSE ID: . . . Reference UA 348 Value X Area = UA 908PM Dreamer**Kortme .*1450 5F Vinyl Windows NE;'' 1.00Wgn_ Al W 2 ' Family Roo 270 Clear Argon 6.00 1 Kitchen 270 Clear Argon_ 5.00 1 Kitchen -'12ittleir 170 1 .0-E Argon 6.00 3 Uvina Room 570 to-E Argon , 2.50 „ 1 Entry 770 Lo-E Argon 4.00 1 Entry 770 I-04e Argon 2.68 Bedroom #2 570 - Clear Argon 2.50 Bedroom #2 270 Clear Argon 5.00 1 ge-d #2 270 Ofeel'Ar000 5.00 1 Ma:der 350 C,learArgen 2.00 . _ipurum On 2.50 161detara.. , 5.00 1 Masierasdroorn 570 C earArg Giant* Percentsge -Calcuta 256.26 T otal 17.18456:i S. 4 0- 28 ' 0.85 168.57 11 5:: 7 /: ndows with Clear Air Space ‘..' System Efficiency: Modified Efficiency: Design ACH: Design Load(et 44F dt): Duct Losses(I Dsn Load): Total Load: Value X Area = UA System Size(Output): Floor . = ,. , R 160 U-0.041 1015 41.6 Glazing 41E% **VinY4,.:.EOr-...':-,'Elider :- Alpine 270 U-0.490. 137.5 67.4 **Vinyl ' Siilg; AlPing 570 U-0.350 57.5 20 , . ... ** Vinyl -7 Pi0#4re , --- Alpine 770 U-0.320 '17,3:: 5.5 * *Vinki : 'COOMent- - Alpine 380 U ' . 4.0 6 ' :Patti:5 Door - Alpine 170 U :':39.9:, 13.2 Doors ' - ;'/O0d. 2' 1/4", 'solid' flush - U-6.270 . 19.9 ' $.4 .u..=...,..!....w=..m.....*.=.=....======.. WATTSUN - 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 04/12/97 FILE: O;\\WATTSUNS\\DREAMCRA.NS HOUSE ID: H Us& 1,81. Area HA -..i4;iii;;;iiim;n;;;; 5.00 Slider 0.49 50.00 29.40 3.50 wider 0.49 17 .50 8 . 5 8 8.66 : 33 0.35 i;, :1 6.66 Picture 0.32' 4.00 Sing 0.49 0 1°-00 4.-;9-2 4.00 Slider - 0. 4.00 0 0. za te 7 w. 3:40 ao _ 4.00 Older 0.49 20.00 9.8 2.00 casenient 0.44 4 0 1 1 ,7 s 4.00 war 0.49 80 , 4.00 Single Hung 0.4 9 xo to 256.24 _ 11018 SCALE: APPVDOY DAT*: JUN 1 9 PERMIT CENTER DRAWING NUMBER • WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C:\\WATTSUN5\\DREAMCRA.WS HOUSE ID: Wood 1 3/8, solid flush U-0.390 17.7 6.9 AG Wall R13 STD Lap Wood U-0.082 1977 162.1 Ceiling R38 blown Attic STD baffled U-0.031 688 21.3 Infiltration Standard Air Sealing ACH-0.350 12600ft3 ( 80.7) Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: . Gas Furnace Make: RHEEM Model: • RGLGO5/ Average Annual Heat: Annual Cost: Ventilation System: Integrated Spot & Whole House Cooling System: .SEER: Cooling Load (at 4F dt) : System Eize(tOver): Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM Location • . SUPPLY vented cratqlspace RETURN Attic or garage PROPOSED South : ***ft2 Southeast : *** 'Nest r. Northeast Fff S Glz: *** $ *** 80 % 64 is 0.60 21889 Btu/hr 0 Btu/hr( 0%) 21889 Btu/hr 33000 Btu/hr (150%) MBtu NONE 0.0 (Ducted) Btu/hr tons (@125%) kWh/yr Partially Shaded Avg Rvalue Surface Area 127 8.0 292.0 ft2 R- 8.0 • 58.4 ft2 PROPOSED North • . ***ft2 Northwest : West • * . Southwest : *** 04/12/97 Proposed UA 345 M- 3.000 1460 4380 +� # ! !. " or io' A.15.. G 4Loo Q . 1 CPIS ti t , •1 Mitt fil . VN "; "IwRI 4°0;t' 1't-1< Duce Job No. Drawn Approved Sheet ALIT: izr NT5' -AB HI: • tx + w/_.l /e'4 ‘4''- e0" ©,G :r ° M ist -i #a5• Jll (...).(.3 C. tfi%-O2Og - r rrIGAL. FH 'P k4ALL 0 5 Arm r10us a pi&. s /iM f .x : 1.4, a 1111 (0 HIL v . -514kCK 1 1400C> su 1E- uriL t•a t: M'3u1...1MiM. r L 1'4,6 SUBPIA R- GLUE f MAIL !S`'T & POP PLAri fit Gh. V ROOF FRAMING AS PER ROOF FRAMING PLANS. CD 1/2" CDX SHEATHING, NAIL W/ dd @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: APPLIED OVER 90# FELT. FASTEN W/ GALV. FASTENERS (9) PER SHINGLE MIN.; OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 30# FELT. FASTEN V/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 92 -B). R- 3 FO. INSUL. (TYPICAL FOR CEILING). 1/2" G.W.B. M - rH' PLANi 'POP. PLAN - flideVi 4 SVAPtHC, `tiP F- 1(P c f•i cbF. KEYED NOTES 2- 2 X 4 PLATES (LAP SPLICES Q 48 "). H 'P F. ,G. Pt.- 44'2 1umF. HAILED l -r6 (1-4 1-101 X31 -LL- ^ 411.4. , 61 'wr pkgrop. luaNex \ 4 X 10 D.N. #2, WHERE REQ'D. (FOR WINDOWS & DOORS). 1/2" G.W.B.; ON 2 X4_ STUDS @ 8'.." O.C.; EXTERIOR SHEATHED W/ t /2" CDX PLYWOOD (NAIL W/ 6d @ 6" O.C.(EDGE) & 12" 0.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. O R- 4grOFG. INSULATION (TYPICAL FOR EXT. WALLS). Q 2 X41_ PLATE. 10 SUBFLOOR: 3 CDX GLUED & NAILED W/ 8d e 6" O.C. (EDGE), 8d @ 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X le? . RIM JOIST AT PERIMETER. 11 R- ,161 FG. INSULATION (TYPICAL FOR FIRST FLOOR). 2 SIDING AS PER ELEVATION, ON 15# FELT (AS PER U,B.C. 1707 (a)). tWWwz Wtt^ rim. Are 44W1 �4 p it c 0` W W a4 m :0 _: C S ) CI . ui ii) ca nt . Z'ap .c Q e .' G. f og ti , � r otsi � � tI1 A ja c' (..1 CC .- 4 4924 " y .x. yin C.P‹ SHeA a r it 41o1NG .5e6crior4 9 ''O'. ' bid + ,� ►'" �.. *iaa,�� — eAF IN v0 fF4 - r) . ri -iMa? 4F as Pox b t:. - t..r- . + MIL- Vim# -- .• • efe" A N6tt -.6 - FILL, • 41.41°M ,z t F • j - ros: 2 4 1 N Rm-f'1 t`4a 1 14 '4 - ror A1+17 'f" rr et, WA1..L. Arr A - 015 6FA?f Go`/tr 44 S S U-g r501 oF• P16. )Ito G( 1 44.114 tie *4 GL-1e. it-1Stp>r 1 .Iortti � . iii. (NvHi el.w t4+1v?.J, r n w/4.4 S sUtUL . tOTt5: DIII011 uI1Dtts COD! (1.1•C.31g74D11101 LIR LOi:5:: • toot 10100 }* -- . -23 ?St twit 4o Fit 111,01113 11/C1S '60 ?if utltlu i Itritlts 500 tit UIIII1C 10113 COUFSCIIIt Ct. 0.1 tot /1111105 III I1tE1r01 51!65 111D !Ii1C stFt1 - UU?OSDIH ' C ' 20 Ht / - ?LINO) 1IDL1 - CD.; ?1111 ID. /01 IL001.1 TO tt 11/14, HILL ID. 101 IOOtS IO 11 11 /0 /504111.3 -2. 73-3 11001E 101 s11tit1411 10'11 11548 ?Z tau . Z - -Q SBt11 out 123115201 littol to COof01! 1J rte. slat rum 5111115 ItQIISLILttI ?ES title 111 5005 501005 C011ECTIOHS - 111!110114111111111 /II 21111 Z3— =Q - - GLD- 61!,11&10: _5005 !1l (1111 112E1) IIZC s ?EC, 20! 1111ULtSt111, 1 101 , 11 C1ttrLff itin. (lb 1: 2000751 -1 h 1 I4S; ?St? 11StItt MX Hilt. 111 50001 11 COISICT 5/ COJCIElt TO 1t HIUUS111'TJEITL . 5005 110SS1 50.5(110 t0`.1! t511551! t!EU15 01 5001 5/ • 1121!11 113111UC! EO DZC/t ILL stz!Ctltlm 11!!!10 50.11 Si /12!: Ot 111111, (ID r 1000 PSt /'1130)17111, !11555 141/11 021E11111. 111 -fi$ 1005 Sly S!5 !IO 11'D!SI61UI 1! 111Cttai a51if410i 51151 - 11011tH.- 5ESIG! 1 11555 I1YYOrt 1011;511511115 tot IHtt0r11 615 50 11 111151151 ! ,'IOS sti!t 700 I!SKCrl0l 5rlss5t 501! 1) SILCDI!I 1 11;111 10515 tro. CO. 1 to I 1IS?ECTtl 1! 1! .11510515, Q 5. L 5 L1t5 0111OL *Fr - ;.{??torn 551551 ;1011 51151!1!1, 0115,0 111 51051!1'50 5111 !UT!C3L 1111115 IL!I!U 3IC0o3LI! 4.0 LC.(t5 0 C. 5? Gu! t11:1s 105 50;3! 10.4U ',?:ot 013t*itTLCIIE t. it110tL: IUGUS ` 501t.'551151111,:'t0511CtOtt,, , IOTFO1.cio o of tlitut to it 1115 051 01 541- I1i11!.10 5 5 / 5155101 STC` 0!' FQdl1., 11111. 51505 '1Q IL 1T1s0 ULLT 300!!) I1100 51!! 115-':5010? 'k 11051, ?101(515:1 5 175015 3!Ct 01,50101'305101 C10r11t ' tours Qt ?11?, oVE! Ju0 1'2 13) • P. E R.t O5T CE5dTER Date, Job No. Drawn Approved beat 4 A PA RATED I'ATH 11.14 . 3 1b 11 rig. 2A 0 EXP 1 A 2-2141 iA l+ A VIOOD P 1 � *Jowl- APP 1%0Or;ED -END D TO Cot4CP E.T E Co UrzTOVS \AtTq ZAOO* cAmica1 (MW) uitttlle� 4fib at Ye # A.s, rEMBEDMENT MAU . COM1lNUOU6 POO 'Ct` HEADER-* H VT11II A TO CI f Y btft. Al *J 0, .5. t M.r uous;.FOOTIN 2 -'2v 5 NAIL . IAEATADIA 70 E.A01 S' DD Qd:' N; JL? AT V o.G. M.L. 'LAAi 1 UUKlt r.. a firIlNS : ` PATES IL > S1tLA'TAD.1 I tamp MaADLR 7o coomeo AM PA1Ttt OR cri)Li Si-JDs s •im.vwt000 w + j r d. a.aris b1 0 . ovL a.AP rM`. o 1. JILL°AL. coNa.1+UUNO047ro>4 ,. soomrvs f'A IEL AT FLOOR OVER (' M : titir ,IOi ITh 'ETdA my dt land i?aueirrpmant Division anti iM.eiwrmI Dopsnoun t ton tIJ(rit8• ton 2 ) Tot Puoc-- • • IE afZ SI-A8 EDGE MAIL. PANEL A HE 1& rt 44 trvJ 2 STUDS OM. SA5011106 ,o act 81 D sd !JAILS AT S 6.C. ALL pLATES 1 .. 4STVDS 2 -2A PL.ATES rt & 64x4 iNiNdi . _ LA1ERAL RESTRA u i PA iEL Te. E :. FOF USE ;1N GARAGE END W ' At. A OWSHOWtDATIJ; IF A RD LOOR. TR`V, ; $1~'f`t*'N JOhI _ A BRACED 11 PANES i at 'fl . b R iJOOD SHAII EitU P TH E . IM JOIST AND SILL f�1.Xr PRo'IIDE.. Itot.OowN5, t3CiiTS AMID PLY AL L I M LI13E► AS SIV)v1t IF USED A$E3 PC21 Y : 4J l3S DETA tL •*- .A A. ., 2.11., itz, Rt~v1stoN. S- a -R( , • f QLo,, %LAS A6 . ll co ... 01 ROOF FRAMING AS PER ROOF FRAMING PLANS. 0 1/2" CDX SHEATHING, NAIL 47 8d @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: A ?PLIED OVER 30## FELT. FASTEN W/ GALV. FASTENERS (;1) PER SIfINGLE MIN.; OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 30 #p • FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 32 -B). O R- 3$ FG. INSUL. (TYPICAL FOR CEILING). 4O 1/2" G.W.D: 0 2- 2 X . AO PLATES (LAP O 4 X 10 D.F. #2, WHERE REQ'D. (FOR WINDOWS & DOORS). 7O 1/2" G.W:B. ; - ON 2 X STUDS @16 " 0.C.; EXTERIOR SHEATHED W/ 1/2" CDX PLYWOOD ,(NAIL W/ 6d @ 6" O C (.EDGE) &. 12" O.C. ... (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. R- l FG. INSULATION (TYPICAL FOR EXT. WALLS). 2 X.4 PLATE. 11 13 KEYED NOTES SPLICES @ 49 "). SUBFLOOR: •3/4" CDX GLUED & NAILED W/ 8 +•i @ 6" O.C. (EDGE), 8d (! 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X 10 RIM. JOIST AT PERIMETER. E "..4 hC"-.2 M--i 1—.1 24 cET'' M O ' 04 0 O co W R -__Lq FG. INSULATION (TYPICAL _z FOR FIRST FLOOR) S 12 SIDING AS PER ELEVATION, ON 15# tD FELT (AS PEP U.B.C. 1707 (a]). 3 1 ts ,tt L A i i.:EC 1Y /Mix{ 1 CITY OF U. PA, JUN 1 2 19g PERMIT CENTER. Sheet Of 5' D 1 Dors siesi Cass Wass. Ovsotassol. ilsolsoossIgq...4624 . • . y f t p t urt' " giv i ng NU METH PURI MOM* ' rne toot stances an& 62.6223 0229 at -4. - . ' .41n. - 01011.1L41 0444.0041124L1 fJW 1 4 4444401 36 /4 34. e isi El • 6 is 4 4 : II. 00100 0-2200 40633 0_4200 00013 , 00300 11.6114113 . 1.444411" 0712 _ dui _ 4.12 04141. it O. Fee Codas , VELOCITY prOssisil WOE LEWIN . lestom - 691111SURII 1010P 44aropes 60.6221 _) II .O , 8014 &Wow VI(L) ibid... WALI • Owl 14 a,..ci -- [:: V VVV V• 1 ,400 1,4 00 1,400 1.400 1.400 1.400 1 !MO 1.400 1,400 i.41:0 1,400 LIES 0712 _ dui _ 4.12 041 0,04 toe 004 0.11 SA1 021 i ,... 0 0 C C 1 'c -0 1 D • Owl 14 a,..ci -- [:: 1 4 - 4 8 - 0* _ 14 0 L �,; ,400 1,4 00 1,400 1.400 1.400 1.400 -- bit - 811 .. 6.11 oo 604 104 *04 063 act, 801 Caloublionit, (1061180d, EseinessIdE4oNsisat: ratan, P21133U011 sat LWOW parr VELOCITY PHILSS1160. MOP IIEC11011 l i s a s s ) 4 0 2 2 1 1 « - C oto4 8010.48 WY fleck* 6v.a=1 t. La u. w t � at s - 0 0 A AYOr!� :/1uu1 000rso r ________, '' • aro 1171111 • 214 =5}-10 rtd. o t< 4- VT11 e9 a6 • • ref. (HIM • Vz U.OWN31.• E e*Vtt \AVM -1?) see 1 5 40 1 19 et Pies:(4 rtnIC4ti PUPZ Folz imAttr * g,flt HG. - 64•-11 Al* ts. luery fa&101144111 type t,:ttit 411 volt 4.022222r, • P. 0. le nenitcAL ft • 0411 rill Ittltit airtight 'toll:, ithis, that.. be't01 staves, fa' ory hitt. 'hurts. hliii Ob 14.optiri by ltig ,toitaty', all sal id 11'1 • tart - 4ptiteriaap. - , '11"11._toepty with tit prOvisioas of c.riaer&cF- viAa: ' • 4, / • • t lwsIIhg nit biH bcpicwidit with kith; lototitillif 70 Olt.* Petit 3, (he floor i 111 .hibItable:T004. wOovi, -11._44t1.4$04 1.1„rarit ratihritag buildisg (104ttlatit4 41#10&110-billtrilitate WU) -Shit ciitild'iriabitst16'411-. frta 767 Orttdriars, stifle" b. prowisloal oI ittit 111 /11.0..L. 4.1.Oluilatt of :a httldtaf Tii.icii."ifirittC "bleb • bc:tratittarted terer.,frea th Extertrit. SecLke Z itirsikleptori 11sti lair, • Code. It!caiti 01i#144164 boIdIoq *0ve0pE h*U hit ..the ?natal "as #I fertile 7pt o t • , 14s . 10411, lout los slid sure* uf colibuitidn sir. teferes41 '14c1loo ' *511 • bill ka listed ud l'bIlld aoororti licit/ 114 lostaii"d te listed 4.00141.4161,,, Lt401 CO 2E202 .4440 _ P164 rt-.001e• • w FoireHri, tor- . 3A- rDeuct U r HAIL-5r) • e, k cilok4 Curft.rvl tio-noo OfHP4•414 • -.141 rr.G. tHsuL. HIN. Za ot 4 10" o • I e Frfibti 41a. El i rt-osgc) H1L. tit3L=r; VAR ItAr-FIOFL Hp7sn-L. wimp tintn: 24 Iti Prtrrt, qr -rir it, t VI*17 rtio 144k1.4.. 4 ASIM - 4: 614 47 " C I AA' etirr-pri or ivz et,PC arr flv4 APP1 lances lateradid for lastallatlae dente, . ilcoviis or realised 414061 dell be se eare-iir fumed" ehII be liati 1 lid 11 4 1102 er dealped to be .issd di 4 badatis, fetkraes; la ley .•atiguid Ipce iIbb 1 10111- - 101y 61 00- r 1004, 4X0tyi 21210t'sist hullos.- •acies' terraces, ud electric hotilg furehii. ;lath" - 4,1 . lo Vire -air fetus* "hill be IiitaIIid li e Ics.t tie alcove lei' tliss If laths' rider Hid tht turasee er . iiittres tattalltO 1114T64 111i6%21111021'Clur uorkIq spar" itu the 3• 11,04.,;(116 fact aid boy 41119 furnace. !intl." 11141 fled. pitrd1"1" - Pad•buell1a12:11)41"deti: 1 oi • 11 4,11EL )6300t -0 3 1 1/ ! 1 !. ketvItirtketkile=06 11414.01101,7 Ao 11101 001 •11i .4 - #66ta , .4 4 V , litatiog oft4L c . 1 4 014 1 4 eblei leeer4141-4 itokopoilift pot!! tipa , lI.**hls rapid" 1trilt fiif !Athos obott r - I I ri dalpirs:-itid lot be tistalled h itt"-d 1 tbrailb tie ecu, Iloor •i c.lIIs eep.rstIa 01'411114*-- Ilraiip 1,-11440 ' 1 4 r 1 164• 14 .266 -1 -+ 01 , ;1: 4 14 : 11 1 ,° 40 ... 04 1 1 & f " 143$ 444 Ian Oitsiiir, lari-alr ,furaCC hfl casiply fury, Apt/11100T 40' to O TO,t ttOlat fa' Route No. 1 specified ks U.M.C. Oesu0st16103 OM es..). 4 $ / a" 4, a' 4'8 bp 1.41 Ea 1 /of 81 *woo 4' itexil teismoned 44.6'14 s.4. T ors ROTC ek o-o woo. o too, bt40214.4 rtrafi, 6.2 • No. 2.-Eitsisssese dryer wont squivaissi 1311-64.C. 1 W00'410030404 Is 06.1401. 0.12 8.12 Oi4iiktI4*440)##.1ttitica'4i.:.v tuerue%Ioae ud • • ***frt tfiir (tit 4.,4#010*-,#*,..,)(ItilotObtovi*Pfok'a1,--:.,:.. Inc ter eec 4) ItafTflatt utudi at u •, - itto!tiat Viotost.., IS OttoittoOi4.tOOttiii: hat 4414eatatt 4411, bi taitilhd 111 Ills = 0.0* 003 0 OS 1182 100 003 w 020 111:41) 02264016 0. 14 Let 004 8,41 840 8.42 001 8.48 1011 .'110#tili!,..!1!):titiotit rig srirti i..ljjki_lt . -141-, ak_144tt I 000 1_, is 112. 41'titifloi,Itiois.4koft.iktjaisi tie fiat it frost air . tillq'iiiiii - 401/14 - 11i 1 ii 4;::::::::::71t.1:_:::: b . 1$110111 : 11 1 1: rosioro I. ., ,:::::,:1:ittt1,:ibi4...:::;;.1141: t .' " o - ifr :I ti l e t 4 1 1 cri lit 71i63■3' ittet a 3.i late" at. . 44 as 00411 lt Iroise d ape's . ...1 .., ,,, 3 Ti ‘C!,,!_, 1 0 t:qt '. , 2 110 °. 11 1' 4 .10 -_- Or! , 3 3 3, ,r__ s .., _, , ,,. , ,,, 100 :: . ' '''• ': 7,- . •', 11.-.,1106-t...1-4.4,0,ittlitD:STITO- e: it i l l i fi li i ii t:41fI::1 4 11;11 ' , ! ' rill 11: : ,1 7-t. : 11 4t te teget It i the Tfilasitt 11* 11&1111. .1.-e f.114. 00111012 a. hat iyatisi $11,11 b. 04iii1 Stit*i ni 4 liai.Ocy 1; 123121200 s 1.1;141:41:ipt:v14‘44"i:441:: b::41.711:11:1414-dil*ciitteatdlif:tr:11:itt411.1411,. ' 411 41141112 sate es s Ski I ill the •itif *21 114142 SO eut loii. ctindI. Mors fiats er ag split1'1"es tat21 l# 4 121(1. Figur* Km S.-Dry word ss apse1114.1 WLC. Seclion 1603 (*02 if sesis). 0411 II I 6 I 8414 1.0111 ptchoe) 44.04 PFEET CA404.8008 MUT PO P10UR8 NO. 4 NO. 0.0032 I 0.3700 I 170 0013 j 0.2700 i‘ b. islet dart shill b" 'quipped with • 'talil (required) or i motorlted, (recooaeld111) duper tbet "111 op*" "he' the egatilitlen its roily le ictiutted, it( resit" closid at ill other tins. c. 1 whole lost "abiust fsi shall be located is till "lild pot ItHt 3 bills", 11010011 111. 11! 111. 111 1 01 LISS 50 75 •1 10 110 1 100 150 3 011011 11401110 1 11110110 E7P001C1. - It6tlit Ent isit h ITti rated it Cis LC red tor. 1.5 lois .ritleg., d. 1 rtadlit aceOlibre 11 btu clock tisitr tit relay till! Utast:anti .114711111 to toitototo the furnace roboy toot sbois,looio oriotot o. sittrfor,44.ote ebill be liittitied 0 0 14 sot litpat th nearest of foist "ir t" 41 libLtibli coo's. Ibis rutin suit be 11/14:1111C1 ttettd just prior to the licti boopection by tit littilltr or c (12'11110 third party. tit tooter sail prowlit e latter of coapliance addriostal blab the 110 aid 19 raquiroalts Ind Jut be evahhebis far the 14spector beton, a esttificeta of occapsacy caa be 'staid. bcia-020g Vs I. wart 1 is.ts ' VELOCITY MISZOM v.,41.46 14.01.1 Routs Nu. 4--4144kistra4 espt vent eineveiont Section Mtn OW is srals). • ciocutinow pout rot MOMS NO, CsIoulaions.144.46410 tundiaar tt AWL% ViL OW1 4 sat DUCT term* thinlintWASt Atli) 0i.'_ p.m 'or tat SAO 4. SO4114 Specific Veatilotloa legaireelit: 1414 880111 snob. 84.0144.4 0 Q.}. 110416I440441 a. lotion's; !teary tools, led powder 14011 CES 1111. b. &Itches-104 111 to, flat shill hit' "aural Oath's Mid be risilly occessibio: Ail foot to be flow /it'd it OAS 1.1. s. !Thirst lector - 11111 ba,idiiihd:to 11 11 Incoadltioaed spaces. - ototpytit obit a beetdtatt faqir. -reinitiate iitokto tit 'binding .loot 114017, to .00/pl.,' itttit 111/111 3-3 below. fil oto 1111, ft/E oil. rt. Oil. SNOOTH RAI, 17. 11:1$ 16 III, 011. 34 15 4• 70 so - 5* 90 ' 5' 100 30 2 072! 100 6 ooto too 4• 1110011 4" 10 10 5 - 13 , 5• 100 10 6' 90 6' 0111 100 100 5• 101 ALLUDED Si SO too 6• 45 6' 0111 100 115 6• 15 6' 01E1 100 115 7• 70 •' 01/1 100 (5 110005 61I, ALLOVED, DEDUCT 10' 1101 LZIOTH 101 11111 ADDITIODAI 1L000) Date , Job No, Drawn Approved . Sheet ga 'V ilk 0 O 4 11P CIT 0.7- t; [LA of v....v......wwom*di."1i.4sigi3hw.owwiwwoaaa"w J 11 1 Mrtisl ffr NeP7'.5 1