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Home My WebLink AboutPermit D99-0068 - Hempel Residence - AdditionHempel, Scott Parcel No: 004000 -0755 Address: 14637 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: OWNER CONTACT ENGINEER Permit Center Authorized Signature: Signature:_ DEVELOPMENT PERMIT OCCUPANT HEMPEL SCOTT 14637 46 AV S, TUKWILA, WA 98168 SCOTT HEMPEL 14637 46 AV S, TUKWILA WA 98168 SCOTT HEMPEL 14637 46 AV S, TUKWILA WA 98168 City of Tt1kt44141. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Occupancy: DWELLING UBC: 1997 Fire. Protection: South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: DALEY- MORROW - POBLETE INC Phone: (253)854 -9344 1215 CENTRAL AV S STE 133, KENT, WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *i. Permit Description: CONSTRUCTION OF A 1,431 SQ FT ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE, 805 SQ FT ATTACHED GARAGE AND 180 SQ FT OF UNCOVERED DECK. PW ACTIVITIES INCLUDE NEW ACCESS, LAND ALTERING AND STORM DRAINAGE ON SITE AND IN THE PUBLIC RIGHT OF WAY ALONG WEST EDGE OF 46TH AVE S. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 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 tate or local laws regulating construction or the performs —of wArk. I authorized to sign for and obtain this development p 2 J " Print Name: Permit No: D99 -0068 Status: ISSUED Issued: 06/14/1999 Expires: 12/11/1999 Phone: 206 - 242 -5513 Phone: 206 - 242 -5513 Phone: 206 - 242 -5513 Date :6 Date Construction Valuation: $ 139,487.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS? Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 48 Fill: 48 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *i TOTAL DEVELOPMENT PERMIT FEES: $ 2,124.29 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 13. The site shall have permanent erasion control measures in place as soon as passible after final grading has been completed and prior to the ,Final Inspection. 14. The off site storm drainage system shall be turned over to the City along with appropriate turnover documentation prior to the Final Inspection. AIR TESTABLE PIPE SHALL nr. iicrn 1:'np eTnom npnrmor,r. _ Ad. d 1^e 6,s1 d Suite: 1 na nt` :Status. ISSUED ' r DEVPERM Applied • 03/01./t939' - Parcel # :, '04.000+',.075 5 - Issued 06/14/1999 :. ** *` r * *; * **,* .:k**: : * *k * *' * * * * * *k ** * * * * * * * * ** * * * ** *•k * * * * ** *fir` *,l * ** ** Permit ' Coedi 1. too`. ::charliies. 'will be made ;to the ,plans .unless ,E'ngi1'.eer •a the rukwila Bu11difl D1vi E .truss dra wings acid c ^ c ; be on a avail,able t,h ' b.uilding tnspectur f:oi 4` n spection pu'r poses. 'Docuniei t< 5ha11 , .:11Y:ekr the, seal and :signature Washington State Pro fess!iorlal 'Engineer . Any exposed;, t'n�sulaH backing 'm hal „l aterial ,s h av e 7 a S read ::Rating % of 25 ar 1 eSs ofd ;, ; loiter i al'' hall 71b ear f 7.cat', on show i nq the '*':' f l �p r e, e_r m for ance' r -at,i ng''wt e:o lher t 'A1''1 o'n c ion it43 b e, n d'oe;X,;in ��con,formance,,,:wi th approved pla a rcI requ m i *ee nts' of the `( ai'for...m B u i l d i n g , C4 We (.:199 Edition;) as am ended Un0l,f tiro i Mechani c al E d i t i o n ) , ti o1'n I and ;10=1 h 6,0 n ' State . Erte;rg y �LCod e (1 § Ed i t i.on) ��' �. x xPl-umb' 1 ' ig perrni lt s' s_ 5 b e obtf d through the 5e-attl�e= Ki nt�r� #3� ° � . r �s a. . P 1 um b i n . l~Or b ,,c + Co.0 t't De'pa �,tment of �ltbl 1c �I.:a1 9: W i t ns , ted 4'401 t.liat agency °, - ir ^g''"al .pipi n y T ry 6- 7 2 " ) 1 r d rr ''71.r-,4 ( 01 2 2 �. f , � iAl ' ' ,:(;V/4 i t , 5 1 , Al .1 el ectr ,oal work :.and eq•u'i pmerlt;nsha .-- conform' :strirc y� ito ' ' '' t :12 r ta�nd r'•ds- orf th:e. N at u ona,l E r i ca ..,Code (NFPA ,70t.'. nd UFCr 10.10 ) ,,All e1'ecttr'ica;1','.wir, E us to - ' inspectle.d . th 4$,tate Eleotri Inspect: : ar,, Wa sf�i ''` gtonSt p' ate Deartmen, o f ,Lab • a Lndu i'es (U 10. 104') : # 4Joti"lr. the - City of TuI6wi4a Bu11dving D`0ila o A,prior to }' ''') sung anycoi Crete . This procedu n ad i t.ion t requl41reme1'lhs ,for special .inspectlion. 1 { All w to'' re m a l ln in 1 aced concrete \s�'la 1 be tr�eatet „woo Val i ds, i of Perm irt.' The issuance d,f a 'per m1 -t- or. approval f .) plans,'. s.'pec i f i,cat i and comp ;s ri 'ot be con „for, or an approval of;' any of . p'�^o,y i s.i ohs, of the building Dade orp;f, any 0. o 11. PUBLIC . 10R1S Contractor shall notify Public Works Utility Inspector at; 206 433- 0179 - of .comMencement and completion of work at least 24 hours in advance. 12, - Temporary erosion contro.l.measures shall be implemented as • the first order of.business to prevent sedimentation off- site or into :existing storm drainage facilities Project Name/Tenant: ycw,/oCZ le Cie./ e./ �� \ A Qc�C� 1 Value of Construction: ? Site Address: / 471 37 c71 7 - 14 ?( - 4.4. 5 . City State /Zip: T 'wry Tax Parcel Number: 00 S'c"' 2,66' - X S • 5 Property Owner: - ca77 A• ye f oe/ Street Address: / tG 37 - `f‘ c 5 City State /Zip: 5e.e, 60A- 7e /L8 Fax #: ■ oG - ` 33 90 Sz'f- Contractor: dcvw c / Phone: Z • Z 12, • 512, Street Address: City State /Zip: Fax #: Architect: / - / ____/ [ h °.c 7407 /✓4.uu / Phone: A 5 - q u/ - 4z$ S 0 Street Address: 4'o4 5 . z 7 ' 57' City State /Zip: 1-:w wei. ,Wti3 Fax #: 25 - "y/ - e / gs Engineer: y //4 Phone: Street Address: City State /Zip: Fax #: Contact Person: ' c 7 A. /--k. ppct Phone: -�� z 5 S/ 3 Street Address: / /54637 - 54"7'c 5- City State /Zip: Z-A GrJw 9'X /!c' Fax #: Aa6 S " ,d X `f Description of work to be done: �� \ A Qc�C� 1 Type of work: ing e- Family Residence 26.1 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: /` 2vo sq. ft. Dwelling sq. ft. Covered Deck(s) t ' b T sq.'Ctarage /Carport 4 / 32• T 49 sg4te ocessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: /LI'3/ sq. ft. Dwelling sq. ft. Covered Deck(s) Sa 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) /C 'Fp.Ae sor 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. CITY OF in: TWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Single - Family Residential Permit Application a It r: Project Number: Perm Numbe 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 ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date gallon /xpil Applicy: (initials) PLEASE SIGN BACK OF APPLICATION FORM SI'PERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Si � ,� Q/ /V � w Date: 3 _ _ c Print nark o � / / c �� f3lf.,P .w Phone :64. Z`L S'1% 3 F ax # .ia� 433 5 ' ' ' Address: / y67,G S City /State /Zip: Z4../4. J` /Cq ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING ➢ DRAWINGS PREPARED BY PrEGISTERED ARCHITECT OR PROP iIONAL ENGINEER MAY BE REQUIRED BY THE BUILDIN JFFICIAL y' N�N�L BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ G ITS P S AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED �❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H - 11a). 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) Q ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Site Plan (see example Form H -16) 'is. Existing fire hydrant location(s). "2 Proposed access road. N 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). North arrow and scale. '5, Building setback from property lines. Any proposed or existing easements must be shown on plan. N 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). '8. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 1Q. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 14. 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. �ta, See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑❑ Foundation plan and details Floor plan ❑ 10 Roof plan ❑ r1 Building elevations (all views) ❑ in Building height ❑ 0 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. ❑ J Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PLRMIT.DOC 2/13/97 /U K._ Project: .' t t �/ u r ? ` !7cm� / T Inspection1 rb�( Address: 1 y 3� Y� Date D a d d 06./ Special instructions: G;.( .V h,r79 be... ��'LYU r %/j t7 /Y7 Su C'.eV? y . 11) W OYt . Date an ed: ///9 0/ 7'70 a m p.m. Reques er• Phone: INSPECTION RECORD -; Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Date: Q $47. ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: *r. i.s;r "+±4r.D.4 14x,Q6 J44ele gaal (206)431 -3670 Corrections required prior to approval. COMMENTS: Type of Inspection• /) : / c , G /.re• ' z 'CA cf., o . / C , ? a i, Date wan _ . 3 . 1 I1 L/) Phone: 5—) 5 ,a Ail-- ey -' S k , 4-0 4 /h /1 t_ . - i '7 M ( 0641,/ n I OA Type of Inspection• A.dress: Date call d: Special instructions: Date wan ed. 1 i 1r p.m. Request • : of Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ei Approved per applicable codes. E4 Corrections required prior to approval. Inspector: INSPECTION RECORD Retain a copy with permit Date: • PERMIT NO. (206)431 -3670 0 $47.00 REINSPECTION YE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: d:b !1FtF.111e1L! 1,.E_1. :" I COMMENTS: Type of Inspection: si) I * OgC-a 7 deil/hogS 7 APS /6 litifi-i.t 7 Gii # 3 ,a- • ,IL,14(1a.as2,,e," ' seA, k i 1 7 d i ": _p in-ace-L. / 6 ' VC.- 7D 6h -- 7• for I", Phone: ,00.c7 sch 6_6 q sJ2A-trt.. 44r ik / 3 Projell ' t . - Type of Inspection: si) Address: 194 37 • tif6 oi-e `'). Date called: 3/9/ Special instructions: • • Date wanted: ; „, / L - 0 /VW a.m. P.m. Reg= / Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . (206)431-3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 6 ki Date: 7 00 L3 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P oject: ine Ty f nspection: Address: I LI !4'3 L DAtP rnlIg.d: ` 1 a dal instructions: D w n / te - d a.m. p.m. uest ,:i. C ek/ )9 F9 -5493,2 INSPECTION NO.: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Date: Date: • PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3 /N Jk . Inspector: G✓ J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Project: (I i -- ( lig VIAPQ-k kz.e oiekt 1 Type of Ins ectio Zt)cl 1 \ IDOQrC I . s: ' Addres 416 4 v-c A ....s Date called: 627 1 \.... 2.000 • Special instructions: .,- Date wanted: 2-0 Requester: INSP.EC,MN RECORD , Retain a copy with permit INSPECTION NO. CITY OF-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 -00 to PERMIT NO. (206)431-3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. $47. SPECTION FE • QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje . • . . 1 40e Type oflwection: C-1 .■ lea /7" D t : A ress: i i Special instructions: — -- . Date wanted. a.m. Requester: Phone: 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • • INSPECTION RECORD Retain a.cnpy with permit PERMIT NO. (206)431-3670 114, ApProyed per applicable codes: El Corrections required prior to approval. COMMENTS: /.0•1 let" X- /7 41 ta - 1.el ‘j 0 4 A0, 0 e 49 /2 /k_ ee911,41,440- • $47.00 REINSPECTION FEE4kQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . '• - 2.- T In peciitn: . . kt/‘' aD *: Special instructions: Dae anted: t erin) P.m.' Re ter: + i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWIIABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. N 0 Approved per applicable codes. (206)431-3670 Corrections required prior to approval. COMMENTS: A s e c I 4 ' 41 enst 1411 (11 17 T ( 0,11/14 e,4— 1 i2 v ) )-- s . 14 ai (5 , c; a fee4-, ‘-ef ei p/Asosql.v-- • r -,/.097.4•14.1 1 1 , . ..„ .• , e2 Z2, / 9 Date: Laa 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspec ' n: C O c � Address: i '16 7 41 71 Date calle . II i 5177 W j it' /, A n c 1 /// f tt,.G.Q ! 50 44 ( krl 66 . 2 :. -e-60,P 66 Sa /q414) . 3 : .- b P(/G Std 72 W. 4' ` N637 / 064/ 4 ku rt u rA/ o#eJ I. A, /I / /b/i � ''' •. . c.A- TO 5401i 1/ /2 if lid S l ; /0 *9 (1.4 y ft(a / sy . a c,.71 , LA oje t Type of Inspec ' n: C O c � Address: i '16 7 41 71 Date calle . II i 5177 Special instructions: .... Date w nted: I , a.m. P.m. Re �'� J / .Yk A 1 o e: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 T NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1/ /g 9 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 COMMENTS: Type of in ection: 6 ,- v 1 ipo /q 5‘r c6 1 e Ala , peg, I - t . Gas w /fri-d i iV # >''. 5D r a I `/� /.5' I/6 T a*-e Sa, /SO 44 14 fi i d 55J i is " Aiti s /J,/1- da(4-4 f. I sc. 1y . /' Type of in ection: 6 ,- v Addres Date cal d: Special instructions: Date . anted: a.m.. p.m. Re ester: P ne No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 I Inspector: Approved per applicable codes. J� Corrections required prior to approval. CC Date: j NF, I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: :A ...1�•f... Date: PERMIT NO. (206) 431 -3670 INSPECTION NO. CITY OF, TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,zTukwila, WA 98188 Project :: A dress: 44( - 7 1 N;s7kooi.t. Special instructions: Approved per applicable codes. Type of inspection: Sp Date wanted: a.m. p.m. Requester Phone o.: C rrections required prior to approval. COMMENTS: Inspector: IN §PECTION RECORD Retain a copy with permit 06) 431 - 3670 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: . Date: i 4 a.. "Lr:4P ir? X r: k`^; sl 'ks!4::X...'t {:i!J.iY�r'T. > ISV:SP:414 ', 79, "•:0 RMIT NO. ; INSPECTION RECOR Retain a copy with pelt t INSPECTION NO. CITY:OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prof t: • 5Cc.., 1-1-en12 Special Instructions: Approved per applicable codes. )0/0 Type of inspecti • : Date called: I Date wa ed: R qu ster: a.m. p.m. P •n: No.: Corrections required priorxdapproval. COMMENTS: f� a -42y q fl Aei004) s,14 -� P/ Yb I Inspector: I I Date: viol, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: ..I (4 V Project: 1 _ 1p Fj „ T n'vi _ _Q ape of Inspectior 0 -f ; A f t dd s b t,. S Date called: f � ! pecial instructions: Date wanted: / a.m. < z� �� 5Im: Requester: / ( (� a Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 COMMENTS: 4), ‘e 5 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date:� El $47.00 REINSPECTIOf4EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . � S cott NemPe l T i Type of Inspection: re- Con :A ddress: . I 14 b +1, Ave D ate c alled: 1 -IS -99 Special instructions: fJ Pre- eon Q.Yl" 5i I e. 1O -I8-99 ) 0 i co Date wanted p p a:m. 1Q -18- t f p.m. Requesters �'. Hempel Phone: /2L{2 -5513 ". INSPECTION NO: ITY OF TUKWILA BUILDING DIVISION • 3 00 Southcenter Blvd, #100, Tukwila WA 98188. _Approved per applicable codes. El C', rrections required prior to approval. w COMMENTS: CS - i-d efa ' 5. 0 - --ecA 9 / 7 -P4 m(4VZ% w r CO Inspector: INSPECTION RECORD Retain a copy with permit 6)431 -3670 Date: $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedul reinspection.• Receipt No: ' Date: 10:00 Project:. t�L��i ��/ Typp.of In ecti on: rIc - teA - a S f +ez Ad r t , 4/ 72.1 Date called: Special Instructions: DaM , ec} Re ues a a. •- -;,...irk.. Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspec Date: 8 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 't Project 7 9_ hr, / ., k/ iPe of Inspection: .0„,, /2;;I e....., Addres s: i_ l 37 e e 'r' i l e-la Date cal .. -Special instructions: .:::...' (..•••-■'?9,3 '.: ' . 4 /2 ;c) Date wanted: 7 ,.... / . :9 , P. . Requester: iP ‘? Phone: 24/2 - .-2 • RECORD Retain a copy with permit INSPECTION NO. . • , CITY OF TUKWIIA BUILDING DIVISION • , „ 6300 Southcenter Blvd; #100, Tukwila, WA 98188 PERMIT NO (206)431-3670 17: COMMENTS: (44.4 / c, Approved per applicable codes. El Corrections required prior to approval. - $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' Project: / 4 0 t o, Type of Inspecabn:, , , , / -0 , 6 A r.-2,e.a. 44-, 40( s: Addres 3 4.6 A Date called: g- 9 ? Special instructions: Date wanted: IK Requester: e •- - Phone: 2,—.557 1 • - • '"' • `-' • • : • INECTION RECORD • Reta a copy with perm INSPECTION NO. • : : . • CITY OF TUKWILA BUILDING DIVISION • 6300 oLithcantar Blvd, #100, Tukwila, WA 98188 • . , V . j ... Approved per applicable codes. PERMIT NO. !) (206)431-3670 Corrections required prior to approval. COMMENTS:'.• a kee $47.00 REINSPECTION FEE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: eu, .414/4.1,A .ALt^l'AWAVWen7eitc,,ita:e:ilbtAiabiZat&lia4MiligliZ1.44P1112gadailii1644d ' ' INSPECTION RECORD Retain a copy with permit Project: Address: Special instructions: • 6, '4 W Type of Insuction: Date called: Date wantet, / Requester:. • ‘9 Phone: • • • • 2. • Approved per applicable codes. El Corrections required prior to appi eA"P/./2A.—.. 0 S COMMENTS: %NW E] $47.00 REINSPECTION F • ' EQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 * * * * ** *,V` * * * * * * * * * * * * *, * * **'**** * * * * * * * * * * * * ** * * * * * *,� *,�• * *, *': • I TYn 'OF .1UKWILA, ',:'W, "� (J ; r TRA *' :i* * *** *** * *:* * * *:7i A'***.*****.'** * ** * * * * * * * * *,i:, * ** * *l** *:* *.* * *,* * *.: TR ANSMIT N umb er: 8 9800083 Amount ' 1':,300.00` 06/1 : 1,99 ' 12 . 03 Pa Methods CASH ' Not•at.7on:.SCOTT HEMPE.L' In, ,,GAS< • Permit No D9. 006 ,Type 1 VPERM' EVELOPMENT. PERMIT P arcel . 101::, : . , ..; ' . 0 0 ,1:,... 000755 ; ` S 1 te Add 14637. °AV S • .• ;; TSo.t al Fe`es': • 124 •2, '. "29 M T h i s Payment 1 , 300 00 • Total ;ALL:: Pmts : . 2,091.54 °• Balance 32.`75 *** if **'******************* * *'. * * * * * * * * * * * * * * * * * * * * * * * * ** • • A ccoun t Codo Description • Amount 0 ,00/322 100 :.BUILD R •1,21.7..15 00O/"34.5.8,3. PLAN 'CHECK. :. - '..UTILITY 20.00 0 STAT 'BUILDING SURCHARGE 4.5.0 ....,......•. 00/3.4 4 INSP . FEE .= .:.UTILITY.: 1'5. 0.0•- , .. 4;12/342; 400 INSP. :' FEE <• -' •STORM DRAIN 15.: 0,0::-. •000/322 100 .LAND, FEE `27•.•75..: n r *** * *'1 *.* *f* { *'T *. *.T' *'k:* * * * : * * ** ** * _ , *4 4 * * ** * ** * *,*'* *.if * Al **. v.. TUKWILAVWA i } , , T RANSMIT, : *. * * *; * * * *. * *: * * * * ** *' ** * *w* * ** *441(4444i*** ** ** *: * * ** : ;' RANSM`T mb I Nuer: R9800083 Amount: 32: .06/14/99 12 05 ;. P .aymen,t Method: CH `N .5t0`�T HEMPLE „' In i t :"'CA$ Permit No: D99 ^ :T y pe: DEVPE DEVELOPMENT PERMI • Parc.......... l o : 004,000 -0755 S i t.e Ad dress,: 14 46 ,AV ' Total;: Fees: 2, 124. . 29 h'i Payment 32 75 Total ALL Pmts: 2;124::29:,' ' Ba1.ance . 00 ******#****'**** **.* * * * * * * * * * ** ** *' * * * * * *;t,k..k'* *kit * * * ** ** * *** ** c Code De Amoun 00/-3 1 LAND.; ALTERING`; PERMIT.;. FEE ' 9'.25 04/ g_30 LAND, 'ALTERING PLAN`. CHECK - 23.50 4'O8 0,644 ,016-:' TOTAL Kraypri• • TV tJF TUt(W1LA WA -, .12.ANSP,W DRA1ER SEA CONS nit L' Pdrniit No: i))9-OOC Tvrie DEVppl14 DEt.ELOPM10 t11a 1 222 25 Account Code .Descriptian ' Amount 00O/345..E3O PLAN CHECK RCS — 7'41,54' ; • 1- 10 1031 03/03' 171 9 TOTAL 791 ', 54 Asphalt Concrete or Bituminous Plant Mix Replacement Patch Cut with Pneumatic Pavement Cutter Existing Asphalt Pavement Existing Rigid Base 5/13' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut Existing Oil Mat 5 /B' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Concrete 150% of Existing Depth TYPICAL PATCH FOR RIGID PAVEMENT Asphalt Concrete or Bituminous Plant Mix Replacement Patch 150% of Existing Depth TYPICAL PATCH FOR FLEXIBLE PAVEMENT Saw Cut Existing Concrete Pavement 5 /13' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut Existing Asphalt Pavement 5 /8' Minus Compacted Crushed Rock unless otherwise Ordered by The City. NOTES: 1. All work to conform to the current Standard Specifications for Road. Bridge. and Municipal Construction. 2. A minimum of a one year guarantee it required on all pavement patching and overlays. 3. Controlled density fill to place of crushed rock material may be required in cases of recent pavement overlay. or as directed by City Engineer. • City of Tukwila Vq3 PAVEMENT PATCHING Met to NM" DATE: 11/15/96 RS -3 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. A - e... /74<jz4A fr,:va / 6 6' .4s" <Loa f Ac.0 c 6 a Y° 41 .6..A s° C° 30 3d 9 / •� y °- a• ° Li //a ‘°- 3 ° /% eterzd z ° - z ° l CITY OF UKWILA Permit Cen 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH , 1. HEAT SOURCE: 64 s (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to ch option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYP CITY ECEIVED OF TUKWILA MAR 0 1 1999 PERMIT CENTER The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA Z./ S.F. x 100 = TOTAL GLAZING AREA 44 (add entire column) PROPOSED GLAZING PERCENTAGE . 2 H -15 ••-e. 1014-06 CHAc—(ER 6, PRESCRIPTIVE OPTIL4 S FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I 14 eh , atat* r "At requirements of each of the options in the charts below. From the table that - Mt. refers to your neat urce, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVA Glazing rnx:.• wit attics :11:1 • . _ abovergredei below grade. Interior OR exterior : Slab'otrgiade.; OPT I 0 HEAT SOURCE: OTHER (gas. oil, propane, heat pumps) PT OPT II OPT III • 0 0 • :;.:•• 12%; Ot-30 R R-15"•: R15 R-10 9-1 o OPT V 0 >'•74- 21%' 0.60'. 0.40 • := R;30'. ::••• R-19- R=10 R-19 R-10 OPT VI* OPT VII* 0 0 • • - * < two stories The ">" symbol means more than or equal to; "<" means less than or equal to. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. El YES El NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 •, ENRGYCOD.DOC 2/13/97 CHAttER 6, PRESCRIPTIVE OPTLIS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I : • a ;Ionigra HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT I o o o ft OPT V OPT VI OPT VII* OPT VIII* 0 0 0 0 * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. 0 YES 0 NO Option may be a better choice. Notes: Approved by: Date: 7 1 Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM la WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) ,•� in *Whole house fan also serves as a kitchen or bath spot fan: 0 YES No If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: YES 0 NO If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: 0 Central forced air furnace which delivers outside makeup air through the ducting system. CITY OFrUKWILA Permit Cent& 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 P Address 144/ ' , 1 7 , P it # * SE: C apter6'Q•.uafification:.F ential > Prescri iV 9 IOpti {` ri ff a t i':r. � {. o s � grrr • Heat: Source: :Ott 'er: Fuels. ,4- 2 " . " ' • tft apj .to; .... u:est'ed ro CHECK ✓ One Intructions:.• ...•• . • .• • �:!:'•. :, u .,,..... ..e ••••.. 1) review -: requirements':of eachot:the'optio i 'dwellin des' n••; the Gtazin ercenta e:t icall determih 9 t9... 9rf? . .. 9 . YP. Y :match selected':optionfre :withou :exc p :'r'.' }'.•. '+w`•`: Y:' {ii }O: ?: } • ,.i s it � '<� � •:: :iJl:ti .. 'y, ti,-- - 1 , .. ~ . ' 5': eiow. Choose'an optionithat b es >:wpjch optif;SYiiii.01oose :' Your building ,must Cp ; >or substi u HVAG<Efficiency :'...,. • • :'0P7:11 14 OP :T 1V..... V O:P:T V:1:!: >:• Opt:Vli' 0 0 Med •1 0.70 0,40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 Med 12% 0.65 0.40 . (R - 2.5) R -30 R -30 R -1.5 R -15 R -10 R -19 R -10 0 High 21% 0.75 0.40 (R -2.5) R - 30 R -30 R -19 'R - 19 R -10 R -19 R -10 Med y; 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R - R -19 R -10 0 0 Low 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -1 R -10 R -19 R -10 Med 25% 0.45 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 0 Med 30% 0.40 0.40 (R -2.5) R -30 R - 30 R -19 R -19 R -10 R -25 R -10 Footnotes: 1) The following options are applicable to buildings 2 stories or less: 0.50' MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. • 2) Minimum HVAC equipment requirement. tow' denotes an AFUE of 0.74. 'Med' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. For Heat Pumps: 'low' denotes an HSPF of 6.35; 'Med' denotes an HSPF of 6.8; and 'High' denotes an HSPF of 7.7. Water and ground source heat pumps shall be condiderod as 'med' and shall have a minimum COP per WSEC Table 5 -7. 3) Glazing and door U- values may be weighted to meet the option U -value requirements. ■ uompty >•:vltt tp m:e t5:':o eel r'pPos 'lily t(j l twin i divi'duat::R >:a U lrai ies as: fi;:.,••:.:.. } .: 'R, !f ' 'Rh{. fiY:i!Y :r�kfi ompanentrP:erfor lance req isrJ:es nt.S ete; ;:. ?Rrfi••R:;Sv;R >':: {?k..{:.: r {.•r ; {�:;::.i :.5': >:r: a; ? hi Y t?e perfor.me wtff x::1;994 WS Ct«. ':: e ''.coImput er <:• ro . r.:amrsuc WA►Tfl1N RECEIVED CITY OF TUKWILA MAR ( 1 1999 PERMIT CENTER ' : :! { :Y : >jV ^j::Ytif : 0::f: }i ''''.: } ?f {: " %> :::::::VW Sy::•i� +..i.4 , :.lYi:j3i�< i:{:R4 ev w4, . ctr + u3 1 ..., , t :::::$ „:i* ::G.!..$ , . S :i { £S!.:. :,$.> .•.� !£ {.??,i•:.?>a ?3 #, :...:444:::.:.....:1.0 selta.ote.d' �t(arn tskapp ?..: ._.._.. C f+ - ? 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C:! �• k: fX;: �sf` s 'C•# � a ki��,, :fiE3.1., , { } }�yyy , • '} Aar .:PPOIMC.f eaUles:...:.::: AKLA X U-VALUE= LJA V atue ,.. .... ...,:..„,,,,..,.:.,„.:.:.: ., ... z ,,, - ... z ::::% ' .. '6' :. ..:a „, ... . .. Iiiitikiiiiif ..:";::::::.?... :.... :'..fig::::1:10 ' .. . ii ii '' , httflidn': "7:::::: ....;`.00(0.1#70ST:!......::::§04:...011KORMER: ::',ROMAINNERIN.04:iTi!;:iirgiNeNal Z. , • .':::'' V:: ia:i.:":::.::!i.:1 - Gth Total Door '- . .':::::::,:!:::::::::Piii%.; i i .. '1 •trd Site Id/Address Permittt Buntline De 11 A i royal -041 : 19944Residenti . 1•6scrititiiies(hapteL,. cr;Door Instructions: Fill out the window luad door schedules. Use actual NFRC tested U-value data whenever possible. or use the appropriate WSEC default table (1)-6A for most mrtnufactured windows). Use the Glazing to Floor Area Calculation to help you determine the your particular Prescriptive Option. dtti*.Sdhed u I is;:s lifib tin: -: LLL 'aFrOnte.;1 '0.0 41.4 . 47 K.40 1-0 ,413 1.11 4 0,<•17 1 ' ot? 1.Dbx*P2') AREA x U-VALUE = UA.Value 17, i7J z. II I I It It Glazing: te 1 One 5 WINGING DOOR, whether glass (such as a glass french door) or opaque (such a an omtunental panel door), of 24 square feet or less. may he excluded from the floor/glazing area percentage calculation and the door weighted average U-value calculation. Use the top line of the Door Schedule for the one swinging door (NOT a slider) you wish to exclude from your calculations. 1. Enter one of the following: Table 10 10-6B, or NFRC test. 2. WSEC requires single pane glazing be doubled for the glazing to flour area percentage calculation, Therefore, single pane area is re-added to this equation. Make sure you include both window and door single panes. o.1...wearbrrat" itunprs Ohl 3vc, •ectionrApprovecv.: if :..e': I . . 1. Slab Insulation (Table 6-2) shall be R-10 and located.on the: ' 0 A. Exterior (SEE INSULATION PHASE) 0 B. Interior - extending downward from the top slab surface and horizontally under the slab for a total distance of 24", or vertically 24". 0 C. Other method - ,wt allowed for Prescriptive Options; describe: 2. Radiant slab insulation (502.1.4.9) shall be R-10 and extend under the entire slab. 3. Below-grade masonry wall insulation (S.502.1.4.10) shall be located on the: 0 A. Exterior and rated R-10 (See insulation Phase) . 0 B. Interior (See insulation Phase) 0 C. Other method - not allowed for Prescriptive Options; describe: • 4. Thermal break(s) R-10 insulation shall be placed in the slab (S.502.1.4.8) between the conditioned and unconditioned spaces checked below, and extend from the top of the slab to the bottom, then underneath toward the conditioned space for a 24". 0 Dwelling/garage 0 Dwelling/connected space 0 Slab edge and foundation wall : 5. Radon requirements (VIAQ, S502.1,and/or 503) shall be met ifone of the following is checked: 0 A. Net foundation ventilation area is less than 1 Ft2 per 300 Ft2 of crawl space. 0 B. Foundation vents are closable. * 0 C. Crawl space acts as a supply plenum. . . . . 0 D. Site is located in a higher radon risk county (Ferry, Okanogan, Pend Oreille, Skamania, , Stevens, and Wahkiakum) A'ddres br Site ID: • , 0tVes • — Important: Supply information in the unshaded areas by checking the appropriate circles. .Disregard topics that don't describe your building or equipment. DO NOT place checks in the two left columns. Your Plan Reviewer will check the circles in the 'Compliance Required' column, and the field inspector will use the 'Inspection Approved' column to cheoksAMMOVems as they are correctly completed. This checklist is designed to be used in conjunction with the Window and Door Schedules plus either the Prescriptive Options or the Chanter 5 Oualification forms. It may also be used with a WATTSUN analysis. • FOUNDATION PHASE • 44. Qy ':<•:: ,( ' ` ' 12. Source Specific Exhaust Fans: for all bathrooms and Iaundry areas shall be a minimum of 50 CFM rated at .25 water gauge (w.g.) . Kitcheroran e•hood shall be 100 CFM rated at .10 w.g. •''• : : >:< A Whole House Ventilation exhaust fan may double duty for bath or laundry fan provided it meets whole house ventilation requirements. Exhaust fans must be ducted to terminate outdoors. . Q t: Q' 13. Exhaust fan ducts shall be Z 4" and properly sized (VTAQ, Table 3 -3), & insulated to R-4. ,c4::.0..1 14. 0 WHOLE HOUSE VENTILATION - EXHAUST OPTION : :' a) Install a 24 hour timer to control an exhaust fan. • b) 1.5 sone (quiet) exhaust fan sized (at .25 w.g.) as follows: :•:, ><, > { °,:.i • 1 -2 bedrooms: 50-75 CFM; 3 bedrooms: 80 -120 CFM; 4 bedrooms: 100 -150 CFM; 5 bedrooms:' 120 -180 CFM ;` : >. «;''•< c) FRESH AIR INLETS: are required for this option. Inlets are required in all bedrooms•and in ^' "'h - >''• each habitable room (includes bedrooms,kitchen,etc., but not bathrooms or utility rooms) 15. 0 WHOLE HOUSE VENTILATION - HVAC INTEGRATED OPTION a) Install a 24 hour timer to control intake damper and furnace blower. • . - b) Install an automatic (electric) damper in the outside air intake. Other devices , such as a manual damper or automatic flow regulation tyke, are only allowed when: airflow is tested or the device is installed as per manufacturers instructions to ensure a whole house air . change rate between .35 and .5. c) Install a outside air intake duct & connect to return air plenum, within 4 ' of blower and 'P•, sized as follows: SMOOTH Duct Diameters": 6" for 2 bedrooms; 7" for 3 bedrooms; 8" for 4 bedrooms *ADD 1" diameter - (or Flex duct; for lengths over 20'; each elbow after 3rd elbow NOTE: The terminal clement shall be same size as connecting ductwork or 8 ", whichever is larger. 6. All structural panels such as plywood, oriented strand board, particle board, and wafer board shall be labeled "EXPOSURE I ", "EXTERIOR ", OR HUD - APPROVED" (VTAQ, S.401.1). 7. Insulation baffles shall be placed in attics /ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above baits or 12" vertically above loosefill insulation (S.502.1.4.5). 8. Glazing efficiency / Maximum allowed glazing area Shall be as calculated on Glazing Schedule and per Prescriptive Options Form or Chapter 5 Trade -off calculation form. 9. Concealed Insulation shall be placed: a) Behind shower /tub b) Behind partition studs /corner 10. Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations: a) Between Sole plate /subfloor . d) • Partition stud penetrations b) Wiring /plumbing /duct register penetratiiih"'e)'"Light fixture /flue penetrations c) Rim joists /mud sills (heated lower floors) f) Around window and door frames 11. Recessed lighting fixtures (S.502.4.4) shall comply w /one or more of the following: a) IC rated, with no slots or holes in cans, caulked or sealed between can and ceiling. b) IC rated with label certifying an ASTM E328 tested air leakage 5'2.0 CFM c) Any UL listed fixture enclosed by a/" gypboard box• or other manufactured box with 1/2" • clearance to combustibles, and 3" clearance to insulation. Address or Site ID: FRAMING PHASE Compliance Required ✓ Inspection Approved: 0 a Q ' S W ?q.;;;�:;;: ;:`•:;i ?�k`:: {�Y:::i5:::::::� #{•:� . .:P,..i, ..,'; {.:ti;`:;:�i:io,'.;... : ti3:' • •: Ci i�' S: Y. f..: Y:f: k3i>.{• Y' �1: �: �: i ss:' i;,. ';k.::':;v; r n ?:::?i:tv>.;.:: e.: }YY: �. � �i�fiYi ":ii; %: £: . : D U �. . t '!<i .. sY.. �! tt a : .a y� ?l. . {r • y�f :{•s;•r.•Y }• c�•y :E•>.. }. } z s�,:•r,,. }:... , .rs:.•: > {:;3 },,.. ,... {:.3. ss �. 's '. s:, i$� .. � ' s .Y { ��r a. ,... ,�.,�;;�: cp .. o:� r.`:fi.... j r ;.,>.,: >, YS ,:. Ys,•..:. Y. »... .,�N:K' .z ., Y.. .,z 4� .:t4., Y H S.h 4 a..,.YYi lr,tan . .l .G�� .<.,. aYrst .rsf I��f Il t ► r.. liM tou i s s:icT.ens�es : be .c. i �. ed ruril ;sr:>men.a� o < : l iaustui �r` a lu fi , tw. :E ii� >' ,•:. `. , :. }Y:� a? {s > }• >• Y• :•YY:a:`•,. >•a . :. .:. •Y,, , •. a'� 1 • ' , � • \, vY •Y» .. [�n , ;c.. ., :: ... .. :. .,.. .:>::.kl. {,. <� { <{?'.,,::: :c. { :. �: ?:Y.. § # i. , . { `? , . ,,. . . ? ?,.�' ? { ; ? :•:r +.: ?,.Y'. � .�{;Y, >.)�::�;,<•::a•Yv} ; alsa:x quti s,the�ntr Ir.: >bedre�at s:attid >c�t r ` 'Y�. . .-w i :lace~ • spection Approved / >,Fra�u: <l?hasc u :re)rrarts.: : }!Y.:r:.; :.; },.:.tg }''�. :.•.: {:�{ ;: fps . <.i % } +: {YC, < <.�• } Yr:• > { :. :,; nspec Y: ..Date. ` <�` `;< >�< >;`,:: •• :.P:> Q a Q• O Q` a . •:0. 0. • •0: 0` Q Q' 0. 16. Exterior slab on grade insulation, shall be R -1() (Prescriptive Options) OR R- for calculated options. _ • Q;.; . Q° O Q; , ' Q; : Q; " •0•? O >_. 17. Exterior below grade wall insulation•shiall be R -10 (Prescriptive Options) OR R - for calculated options. _ • ' ' 18. Exterior slab or wall insulation shall be approved for below- grade.use. 19. Walls, including rim joists, shall be insulated without compression according to selected Prescriptive Option or calculations to R - 11 - 20. Interior below grade walls shall be insulated without compression to R - . 21. Skylight walls shall be insulated without compression to the wall R- value. 22. Vaulted ceilings shall be insulated without compression to R- . 23. Vapor retarders shall be installed toward the warm surface as represented below (502.1.6): Select one option for floors, walls, and appropriate ceilings: Floors 0 Plywood w /exterior glue 0 Poly (? 4 Mil) ® Backed batts Walls 0 Poly plastic (( 4 Mil) .0 Face - stapled, backed batts 0 Low -perm paint Ceilings ® Not required where ventilation space averages z 12" above insulation. 0 Face - stapled backed batts 0 Poly.,plastici 0 Low -perm paint 24. Heating system efficiency and sizing requirements shall be met as represented below (S.503): 25. Heat pump efficiency, as listed in the ARl directory, shall be met as follows: 0 Split system, air source heat pump: HSPF 6.8 COP Z 3.0 0 Single package, air source heap um HSPF Z 6.6 COP Z 3.0 0 Water source heat pump: COP Z 3.8. 0 Ground source heat pump: COP z 3.0 ti 26. Central combustion heating AFUE rating, as listed in the GAMA Directory, shall be ®z .78 (Med. Prescriptive Options & Chap 5 Calculation) 0 Z .88 (High Efficiency Options) 0 .74 (Low Efficiency Options) 0 'Other (as per Systems Analysis Qualification) '27. Non - central combustion heating systems shall have intermittent ignition. 28. Maximum heating system output (150% of design heat load) is KW or BTU /hr. • 29. High efficiency forced -air furnace (S 56,000_B/hs output) may exceed the Design Heat Load (DHL). GAMA listed AFUE is Z78 + 1 per each 5000 BTU /hr output that it exceeds the DHL. Heating system requirements will be met with the following system (53034.1.1): Mfg Model# Max. output KW or BTU /hr. Type HSPF • ' • and/or COP • Address or Site ID: i 1:9941 AT >:R:es: dentiaL Checklist' page. 3 • INSULATION PHASE Com • liance Re • uired ./ Ins aection:Anaroved J ,Cisifatin'p . wa aaaleaaiiin :- • .Addy':: ir si I D: FINAL PHASE I I 1:994:WSEC' identiakCheekligt • ' '''''''''''' e 4 Compliance Required / Ins ection Approved / 0 0 0 0 0. 0 0 0 0. 0. 0 . • •• 1 O 30. Envelope floors shall be insulated without compression with support 24" (Lc. to: R- 1 0 31. Non-vaulted, attic ceilings shall be insulated without compression to: R- 7 42. Service recirculating hot water piping in unconditioned spaces shall be insulated to Table 5-12. O 32. Doors shall meet U-values as per the Door Schedule Si Prescriptive Option (or as calculated per Chap. 4 or 5 Qualification). 0 33. Exposed foam insulation shall comply as follows (S.502.2.4.7): a) Protected with metal or plastic flashing, or other suitable material that expands below grade. b) Insulation is approved for sub-grade, exterior use and properly installed. O 34. Airflow between fresh air ports and whole-house fan ensured by undercut doors/grilles. o 35. Loosefill insulation okay if (S.502.1.4.5): • a) Maximum ceiling slope not >3 in 12. b) 30" clearance distance from top of bottom chord to underside of roof sheathing at roof rid_ge.: Q 36. 6 mil black polyethylene ground cover shall be lapped 12" at joints & extend to foundation wall... • O 37. Clearances shall meet listed minimums between insulation and (S 502.4.3): a) Chimney b) Non-IC rated recessed lights: 1/2" to combustibles, 3" to insulation o 38. Attic hatch shall be insulated to required ceiling R-value and weatherstripped (S.502.1.4.4). 0 -39. Attic access shall have wood dam or equivalent to retain loose fill insulation in attic (5.502.1.4.4). ' 0 40. All exterior doors (except 20 minute doors) shall be weatherstripped (S;502.4.3). :*0. 41. Service hot & cold water piping in unconditioned spaces shall be insulated to R-3 (S.503.11). fig 43. Heat pump thermostat shall have programmable capability (S. 503.3.5). 0' 44. Thermostat provided for each HVAC system with range of 55-75° F (heating) (S 503.8.1.1). Q 45. Readily accessible, automatic or manual meansiprovided to restrict or shut-off Heating input to each zone during periods not requiring heat (S 503.8.3.1). . 0 46. Mechanical ventilation system shall have proper timers, and/or switches (VIAQ, S 302.3). •• • • 47. Mechanical ventilation ducts shall have R-4 insulation in unconditioned spaces (VIAQ< S. 302.5). • 48. Mechanical ventilation supply ducts in conditioned spaces shall have R-4 insulation. o 49. Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). O 50. Supply and return air ducts shall havq sealed duct joints in unconditioned spaces (S. 503.102). d. 51. HVAC plentuns, supply, & return air ducts shall have R-8 insulation. ( Prescriptive and Chapter 5) • o 4,4 52 Hot water heater(s) shall have (S.504.3, 504A): a) Separate power, or gas shut-off c) Temperature setting 5 120° F. b) 1987 NAECA Label on tank d) Non-compressible R-10 pad (unheated spaces, electric only) k 53. Swimming ools (S.504.5) shall have a) Accessible ON/OFF switch (pump, heater) b) Pool cover c) ,Piping insulated to S. 503.11 54. All fireplaces (VIAQ S.402.3) shall have: .nalmostemtatiossiticat 'tee a) 6 square inch combustion air supply duct w/ accessible damper directly connected to the fire box b) Tight-fitting glass or metal doors c) Tight-fitting flue damper 55. Solid fuel burning appliance(s) (VIAQ, S. 402.2) shall have: a) Tight-fitting glass or metal doors b) Outside combustion air source directly connected to the fire box WSEC Final Phase Requirenten6 411 PERMIT CENTER NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. AEG. /74/5a4.1 ,gw G° -6 .Gs' <a 1/ Cl 0_ d 'ZLL /'1 ka c S 6 ° Yo 11 .6..A c 6° 3o / l S` -3 /2- / CI, (I 6" C 6 Z° // 9 °- C ° y 8 /7 ‘ o — 3 ° /V 1. HEAT SOURCE: ( -7, 64 s �...rn.�]...m......inM••rw ��Y'St)'.t::r'�JTT':faM1 S�Y{rf4]ni'.YXM.k.^i�ra. e..M...,a...�mtn rrv�<a+- wYnrw.vr..nv CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE RECEIVED CITY OF TUKWILA MAR 9 1999 PERMIT CENTER The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. TOTAL GLAZING AREA vn ENRGYCOD.DOC 2/13/97 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH S.F. + TOTAL CONDITIONED FLOOR AREA ACTIVITY #: (gas, oil, propane, heat pump, electric) TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE H -15 7s b NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. • HVAG .AFUE.... yGlazing~max:;:.' • %,'of , floor:' wDoorkU- value.. 3Geiflfn wit!) attics, Vaulted,:: > Wells- above grade: below.grade':: interior: e terior Floor: Slab :on grade HEAT SOURCE: OTHER (gas. oil, propane, heat pumps) PT '► OPT I 0 OPT II 0 OPT III 0 017.5t (R -2 :5D • R =10' • OPT V 0 0.60' OPT VI* OPT VII* 0 0 25 %_ 0:50....... 0.40• .: . (R 2:5).:x... ' < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs maybe made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: it \ s V \", ** . II 1 i. " S ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I 21% . (R R-38' R =21'. PLAN REVIEW (for official use only) Glazing;max: vaiw D'o,ora ialuei 1 CeilTn O s•Wallsry 'abo vet grs Floor; 4 >.: `.Slab on gr * < two stories ' R5 foam sheeting required in addition to R19 cavity insulation. z Glazing trade -offs may be made if the Option U -value requirement is not exceeded. Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM 0 50 CFM (1 -2 BEDROOMS) 0 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) WHOLE HOUSE FAN' (CHOOSE ONE) "Whole house fan also serves as a kitchen or bath spot fan: 0 YES NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed 0 Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: YES 0 NO "Sr If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: 0 Central forced air furnace which delivers outside makeup air through the ducting system. CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 9 IP 12'S S8759'071 J S87'57'23 EX. SHED R/W eX. CB -TYPE I RIM - 302.20 I.E. ( S)= 300.40 I.E. (15" N)= 300.1 NEW I.E. (12" S).--T. 300.10 NOTE: CONTRACTOR TO VERIFY IF IF EX. 8" SD IS STILL IN USED. SOURCE TO BE LOCATED AND ADJUST IF NECESSARY. , k Q. CONTACT ENGINEER FOR ADJUSTMENT. "3% sis --IS 401 247.69' 247.78' S LINE OF THE N. 1/2 1 111 I / 123.89' N87'59'0714 25.00' CORNER 6F\LOT 11 DAM'S HOMES 10' WIDE AREA TO—" BE DEDICATED FOR \ R.O. W. PURPOSES UPON REC. OF THIS \ SHORT PLAT 119.791 15' d CB No.2 B No -c 7 '55'40 "E BEARINGS) 123.84' 1P 12'S I' H S87'59 '07"E 't- EX. SHED 1387.66'(C) S. 146TH STREET -161 247.69' X R/W EX. CB - TYPE I RIM = 302.20 I.E. (8" S) = 300.40 I.E. (15" N) 300. 1 NEW I.E. (12" S)= 300.10 NOTE: CONTRACTOR TO VERIFY IF IF EX. 8" SD IS STILL IN USED. SOURCE TO BE LOCATED AND ADJUST IF NECESSARY. CONTACT ENGINEER FOR ADJUSTMENT. EX. CB3 0 N87'59'07 "W . 25.00' CORNER OFNLOT 11 DAM'S HOM ?S TRACTS 0 CO 9803302026 Filed for Record at Request of Admiral Escrow, Inc. Escrow Number: 19543J Franklin Pearson By. Alice Pear on STATE OF WASHINGTON County of King ALICE MAY PEARSON AFTER RECORDING MAIL TO: Scott Hempel 14637 46th Ave. S. Seattle, WA 98168 Dated this 25th day of March , 1998 By.' Statutory Warranty Deed Grantor(s): Franklin Pearson, Alice M. Pearson Grantee(s): Scott A. Hempel Abbreviated Legal: Lot 11 - 12 , Block 6 , ADAMS HOME TRACTS , as per Plat recorded in Volume 11 of Plats, Page 31 inclusive, records of King County, WA Additional legal(s) on page: Assessor's Tax Parcel Number(s): 004000- 0755 -09 1ST AM 3S 7d/3 THE GRANTOR Franklin Pearson and Alice May Pearson, who acquired title as Alice M. Brown, husband and wife CD for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION 0 in hand paid, conveys and warrants to Scott A. Hempel, a single man the following described real estate, situated in the County of King , State of Washington: co) THE NORTH HALF OF LOTS 11 AND 12, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO 0 THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2,4,t1 =„0 :L) By } SS : By I certify that I know or have satisfactory evidence that FRANKLIN PEARSON AND are the person s who appeared before me, and said person s acknowledged that they signed this instrument and acknowledge it to be their free and voluntary act for the uses and purposes mentioned in this instrument. Dated: March 14 ' , ,0 �„�•# 8 ,• # ## 4/ G' p pA E.Yq ••,• • e , NOTARY A t . ;. I- V;,LIC : 2 ?i'tVA3 I \ '% 'rrmssat Page 1 LYND YATES Notary Public in and for the State of WASHINGTON Residing at Kent My appointment expires: 8/09/99 RECEIVED CITY OF TUKWILA MAP 0 1 WI PERMIT CANTER LPB -1D GG'8 Siii TOO 9030338 A1111103 SHIN lid 00:81 :T0 9202- OEE08E r PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: . /e!' ? et e ©c! Location: /4637 - j9 .5' File #: b99 Action: ReA.ii 5 ion Mae Date: 3/2 gq Reviewed By: jPQ,fl'Q-. 5 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN OVERLAY PROGRAM MISC. STUDIES RFA WD 125 PW STANDARDS PRE -APP /4.62ACC 6k-Cci) i n 4114.0%e fra-ve-t-& n.:11(.4 512 e,it J �� (Show / • 5114A) 2 fi6-- �ur' 1 1^.&ru - S2d5 62-Ssecit2iee4 t,)1711- s 62-e Qom` r�� -� ic7 1 5t0,441L or a w c/ Y PI/W 54 OP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS ,, 1,,,, fil,-.v.sd RFA PW STANDARDS PUBLIC WORKS PROJECT REVIEW CONIli LENTS Project Name: Weill Location: File#: Action: Date: CODE REQUIREMENTS OVERLAY PROGRAM DQ 9 -OD68 DEVED 6.03. 99 Reviewed. By: Joa,42,212. e r PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION �. A „ h'e,a4zt 5hQ,2C meseBrruk "evijeaL 4/4y p,0142/K. p e�r 6. meth' TAcitte'c 1rl/oiks, The ?ire. shall be 54014n & s °He pa cec., S� c4,tc4 six shat be moped AA's/de e/ i drives,y a ch ae4 � 5 acceo /ire c y. v TIC- s has be 5 p ed O silfrted ea. PE Exi 5FR (7e4 COMP PLAN MISC. STUDIES WD125 PRE -APP CIP MAINTENANCE NEEDS VAL -VUE PROBLEM AREAS e Steven M. ' Mayor Steve Lancaster, Director January 9,:2001 3co� ` . Hempel .. 1463746/\VS��.�� _wVVA 98168 � SUB ECT: Sincerely, Tammy Beck Permit Technician File: D99-0068 C Permit Status #D99-0068 Hempel Remodel 14637 46 AV S Spocx. of °=="°°�� Community ' ' � | Dear Hempel: . ' _.`'' In reViewing our current permit files, it appears that your perrnit for the construction ' ^ ' of a new 1,434 uare foot addition to an existing single family residence issued, on June 14, 1999 has not received aGna| inspection asof the daL of this ��er6v the City cfTukvvUo Building Division. the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provision of is code shall expire by limitation and become null and void if the building or ��vvorkauthodzed6v such permit issuspendedorobandonedatanybmea�ardhavvorkiscommencod�va '. '. 180 days Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and/or Uniform Mechanical Code. Please contac the Permit Center at (206 431-3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. :%; 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431,3670 • Fax: 206-431-366g' • City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: June 10, 1999 JJS/jjs NOTIFICATION OF UTILITY PERMIT ACTION SUBJECT: HEMPEL SFR REMODEL/ADDITION 14637 46 Ave S. Pr oject No. P99-0022 Permit No. : D99-0068 Contact Person: Scott Hempel Phone: (206)242-5513 PERMIT FEE Access $ 25.00 Land Altering 60.50 Storm Drainage 25.00 TOTAL: $110.50 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application/plans) PW Utilities Inspector (with copy of application/plans) John W Rants, Mayor James F Morrow, RE., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 10,1999: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax: (206) 431-3665 June 4, 1999 Scott Hempel. 14637 - 46th Avenue S Tukwila, WA 98168 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Dear Mr. Hempel: This letter is to inform you of corrections that must be addressed before your 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division 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. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 (206)431 -3672. Sincerely, CORRECTION LETTER #2 Development Permit Application Number D99 -0068 Hempel Residence 14637 — 46th Avenue S Walt 44 Brenda Holt Permit Coordinator encl xc: File No. D99 -0068 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 6 ..,t.i ts1 0/ 46I. %.'S• —II 0)40: \ 11) City. of Tukwila John W. Rants, Mayor fr-...,-& . 4) k <I. -..e.• . %,:ov i -- I ea / Steve Lancaster, Director liC '..... ............... .. ji /908 • March 1999 Scott Hempel 14637 46th Avenue S Tukwila, WA 98168 encl xc: File No. D99-0068 Department of Community Development Dear Mr. Hempel: RE: CORRECTION LETTER #1 Development Permit Application Number D99-0068 Hempel Residence 14637 46th Av S This letter is to inform you of corrections that must be addressed before your 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 review comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division 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. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 (206)431-3672. Sincerely, 4 Brenda Holt Permit Coordinator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .�. AFTER RECORDING MAIL TO: Scott A. Hempel 14637 46th Ave. S. Seattle, WA 98168 Filed for Record at Request of Admiral Escrow, Inc. Escrow Number: 19543J Statutory Warranty Deed Grantor(s): Franklin Pearson, Alice M. Pearson Grantee(s): Scott A. Hempel Abbreviated Legal: Lot 11 - 12 , Block 6 , ADAMS HOME TRACTS , as per Plat recorded in Volume 11 of Plats, Page 31 inclusive, records of King County, WA Additional legal(s) on page: Assessor's Tax Parcel Number(s): 004000 - 0755 -09 1 ST AM SS 7443e, - THE GRANTOR Franklin Pearson and Alice May Pearson, who acquired title tisl as Alice M. Brown, husband and wife 0 for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION O in hand paid, conveys and warrants to Scott A. Hempel, a single man the following described real estate, situated in the County of King , State of Washington: M THE NORTH HALF OF LOTS 11 AND 12, BLOCK 6, ADAMS HOME TRACTS, ACCORDING TO O THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Dated this 25th day of March , 1998 By ejA.0, By Franklin Pearson By. : 71764 4 ", , -47/I.c %�� By Alice M. Pear n STATE OF WASHINGTON } SS: County of King } I certify that I know or have satisfactory evidence that FRANKLIN PEARSON AND ALICE MAY PEARSON are the person s who appeared before me, and said person s acknowledged that they signed this instrument and acknowledge it to be thei free and voluntary act for the uses and purposes mentioned in this instrument. Dated: March qqq ▪ d� ...: YgrC:'•. � *1 4 • i 8 NOTARY : G�` .. 1 JLLIC 2: ▪ 4 •0niu•a� `z, LYNDA/ YATES Notary`` ublic in and for the State of WASHINGTON Residing at Kent My appointment expires: 8/09/99 RECEIVED CITY OF TUKWILA MAR 0 , iggq PERMIT CENTER 000S Page 1 LPB40 GG'8 SR TOO S0H033H AINf103 °NIA lid 00 :8PTO 9d02- 0EC066 0 S N N CTIVITY NUMBER D99 -0068 PROJECT NAME: HEMPHILL REMODEL. ITE ADDRESS: 14637 46`!' AVE. DATE: 3 -13 -2000 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division I I qyo61<s rks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES /THURS ROUTING: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Planning Division I - I Permit Coordinator DUE DATE:3- 14-2000 Not Applicable f l No further Review Required DUE DATE 4 -11 -2000 ■ DATE: Approved I I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: WRROUTE.DOC 5/'19 u\ PLA Porrr;\ Cooled. N REVIEW/ROUTING DEPARTMENTS: Building Division n Pu li WAtt DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete ❑ Complete Comments: TUES /THURS ROUTING: Please Route Approved n Approved with Conditions CORRECTION DETERMINATION: Approved \PR•ROUTE.DOC 6/98 Fire Prevention Structural n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator DUE DATE: 6 -10 -99 Not Applicable C No further Review Required ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -8 -99 Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions n Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ri�:' 7' T" S:' r+ 'd °�M:?r�;).",f �?;hf':' �!"5��, .��.Y ?S' « V. s...:»�S :YS,:�r`�:.ifl.GS;iM,:EM'iX2,M DEPARTMENTS: Complete 114 Comments: Routed by Staff V'R- ROUTE.DOC 6/98 acror. PLAN REVIEW /ROUTING SLIP 'JO'riginal Submittal R to Incomplete Letter Response to'Correction`Letter # 1 Revision # -_ After; Permit Is Issued r Building Division HI Pub ''c o ks r Structural Ott fad DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -27 -99 TUES /THURS ROUTING: Please Route 4 � IA Fire Prevention .�q tfi. �Sy� � { �5 }�,�y �w.�/W� 1 'IV k:tif,Ei.1' i'itN ?tt,i sY . ^sta "1 flzhoi 1' ,P.." +i .10;4 }:..' i,Lt'2 � Pi'hl'e�i)'_" .1. %. ;d;4181b �i. Lr+,Zr * btt' Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions El n No further Review Required In (if routed by staff, make copy to master file and enter into Sierra) I I (r 2 maAld REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable REVIEWER'S INITIALS: DATE: DUE DATE: 6 -24 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE: Approved I I Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: B g Division �C Public Works U15 clawavi 5- \PR•ROU7 E.DOC W7B ce,rmi+ C. C.apm PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0068 PROJECT NAME: HEMPEL REMODEL XX Original Plan Submittal Response to Correction Letter # DATE: 3 -1 -99 Response to Incomplete Letter Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: Complete Comments: Incomplete TUES /THURS ROUTING: Please Route 0 Fire Prevention tg Structural as ❑ (Tues, Thurs) Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ CPL Planning Division Permit Coordinator DUE DATE: 3 -2 -99 Not Applicable ❑ No further Review Required DUE DATE: 3 -30 -99 Not Approved (attach comments) WM DATE: Not Approved (attach c ments)H1 p(,) Cav€oft Or d 32't-1M NIT DATE: REVIEWERS IALS: DUE DATE: REVIEWERS INITIALS: DATE: Revision No. Date Received I Staff Initials Date Issued Date Issued Staff Initials Immin 3- 7- 2. 11 L t-1- I - 4 - O- tv,r� 6iNori play` Summary of Revision: Cohs4r 1 ni'vsek,sitruC401/e Received By: ( .(c/� / 4 • M- r „,, io / Revision No. Date Received Staff Initials Date Issued Staff Initials a I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date I Staff Issued I Initials I I I Summary of Revision: Received By: PROJECT NAME: e ! ' IY1041 Site Address: 1 L to. 3-7 UPI^ 8 t an s at vt dif C REVISION LOG PERMIO:. t Original Issue Date: please print) (please print) (please print) (please print please print 1:1 City of Tukwila • Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # � after Permit is Issued Project Name: 1 ` EMPEL. Revision: 11 L. .LI Project Address: Contact Person: 5c.Ofi /1e144. pet Plan Check/Permit Number: othi-tce I A SiO /414 .-c4a-pe Wes a*/ 2J' / t9-;.4-id aaloue. r P..c.rer Sheet Number(s): "Cloud" or highlight all areas of rev ion including date of revision Received at the City of Tukwila Permit Center by: j' Entered in Sierra on 4( 'PO Phone Number. Dq -00 ■ (2os)Z42. 5S/3 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431%3670 • Fax (206) 431%3665 John W. Mayor Steve Lancaster, Director 06/29/99 ; Date: 42-e-cn El Response to Incomplete Letter $ Response to Correction Letter 2, El Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 '• --71-7, , 4 • • . 7, N:4 •••• • 1 7 . " • t•,,,;41 ; • 1 ) • • • ' ; Project Name: Project Address 144 44 Contact Person: Summary of Revision: 7) ae--( --447/;/1 /2,2 "le - EeEntered in Sierra on (i)*" -61 Plan Check/Perrnit Number: D ob 66 Submitted to City of Tukwila Permit Center RECEIVED MY OF TUKWILA JUN S 1999 PERMIT CENTER Phone Number: QC*C RECEIVED c rry O JUN 3 1 999 PERMIT CENTER Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. 3/4/99 Project Name: Project Address: CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 5 -26 4 15 Plan Check/Permit Number: [)4' O � (l Response to Incomplete Letter Response to Correction Letter* I ❑ Revision after Permit Issued F1ei, Nemo Rei4e.ia I� 37 14M Contact Person: 50ft Summary of Revision: A Pte' a a.�a dt of a #r o Adoli U 7 12"14 Phone Number: Zc - - S573 o a� "qr 1 5 1999 PERMIT CENTER Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center ..Jd.� i ntered in Sierra on CI TY FFT KwILA 3/4/99 06/10/1999 14:25 206- 241 -5694 R S SEARLE PAGE 01 06/10/1999 14:25 206 -241 -5694 R S SEARLE PAGE 01 LINE DISTANCE BEARING LI 20' N 01'09'00' E L2 99.61' N 87'58'15" W L3 37.15' N 01'09'00' E L4 20' N 87'58'15" W L5 140.02' S 01'09'58" W L6 20' S 87'58'15" E L7 36.45' N 01'09'58" E L8 99.17' S 87'58'15" E CURVE LENGTH RADIUS DELTA C1 36.79' 23.20' 90'51'47" C2 36.09' 23.20' 89'08'13" GENERAL NOTES: NW CORNER OF LOI I - -- OF ADAM'S HOMES TRACTS I. ALL CONSTRUCTION SIIALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF TUKWILA. THE DESIGN ELF.MI_NTS WITHIN THESE PLANS HAVE BEEN REVIEWED BY fFiE CITY OF TUKWILA. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY Tf!E PLAN REVIEWER_ ; ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APROVED /`\ BY THE CITY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (e.g., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEENT THE CITY OF TUKWILA INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH THE CITY OF TUKWILA; NORMALLY, THIS IS 7 A.M. 10 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. T -ALL BE TIIE ArrucAN r'S; Ceti IR AC r0,5 RESPONSIBiU FY ie OB rnIF1 ,'.I.t CONS TRUC DON EASEMENTS NECESSARY BEFORE INITIATING OFFSDE WORK WHICH IIIE ROAD RIGHT -OF -WAY. 8. DATUM SHALL BE NAVD 1988 UNLESS OTFIERWISE APPROVED BY ODES. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENI DENSITY. 10. ALL ROADSAY SURRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2- 06.3). I1. OPEN CLIP IING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICAII Y APPROVED BY IIIE CITY OF TUKWILA. 12. IIIC CON IRACIOR SHALL BE RESPONSIBLE TOR PROVIDING AUE QUA IF SAFEGUARDS, SAFETY DEVICES, PRO :EC TIVE EQUIPMEN I, FLAGGERS, AND ANY OUTER NEEDED AC 'IONS In PROTECT THE LIFE, HEAL TIT, AND SAFETY OF 11 IE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WI III IIIE PERT ORMANCC OT WORK COVERED LIT IIIE CON IRACIU12. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY 111A1 MAY IN IERRUPI NORMAL TRAFFIC FLOW: SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION I- 07.23, "TRAFFIC CONTROL." or IIIE WSDOT SIALWARD SPECIFICA (IONS SHALL APPLY IN ITS ENTIRETY. 13. ALL LOCATION OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY TIE LI) SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCH DOHS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CON IRAC TOR SHALL CON I OCT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- 800 - 424 -5555) Al LEAS 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE DIRECTOR SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 1 FOUND REBA /? AND CAP L5/ 23604 .0.3 E & .12'S j OF PROPERTY CORNER ' c O cp O \ _OA S87°59'071 12.3.84 HOU S E R 0 P. sQ FT. 225 L0 3 1 587 °57'23 "F L L4 I 20100 20.4JO EF) L3 L7 C2 1P� OROt1N I-0T55 (1711. I `1491 247.69' X _ 24778' S LINE OF THE N. 1/2 OF LOTS 11 & 12, BLOCK 6, ADAMS HOME TRACTS — X u 1187 °59'07'14 25.00' NE CORNER OF LOT 11 OF ADAM'S HOMES TRACTS 123.84' oQ PADplTI N ui LOT 1 P EXISTING HOUSE 14637 46TH AVE. S. 1,150 SO. FL L2 - - - - - - _ _ 12_.87 _ _ _ SS L8 ROU SE PROP s0 ET. 225 . r jJ 123.89' X 58 °58'15 E l 89' 10 R 10' WIDE AREA TO BE DEDICATED FOR R.O.5) PURPOSES UPON REC. OF THIS SHORT PLAT 119.79' NO'20'45 "W D99 -0068 N it SD N EX. C C O 00 N 03 EXPIRES JAN. 9, 2000 Na 0! VMiD UN LESS LCA, AND DA. — THE E. LINE OF 1 /lE NW 1/4, NE 1/4, OF SEC. 22 -23 -4 PROPOSED FIRE HYDRANT (LOCATION OF PANT MARK BY WATER DISTRICT NO. 125) APPROX. LOCATION OF EX. 4" WA]ERaAIN EX. CB -TYPE I RIM = 313.61 I.E. (12" S)= 311.01 5 EX. CB -TYPE I RIM = 313.96 I.E. (12" N)= 310.70 I.E. (12" W)= 310.60 RECEIVED MAR 1 0 2000 TUKWILl, PUBLIC WORKS DALEY- MORROW — POBLETE, INC. 1215 CENTRAL. AVENUE SOUTH, SUITE 133 KENT, WASHING G - TON 98032 PHONE: (253)85 -9344 FAX: (253)854 -6663 ENGINEERING - SURVEYING LAND PLANNING 9 VICINITY MAP NTS LEGEND: C-RAPH,[C SCALE 20 SITE ( IN FEET ) 1 inch = 20 fL. • CATCH BASIN STORM DRAIN ROOF & FOOTING DRAIN • CLEAN OUT • 3/4" WATER METER W/ 1" SERVICE SS SANITARY SEWER W WATER TheMe plans have been reviewed by tha P blie Works Department for conformance with current City standards. AcceptiMOO IS subject to errors and omissions which do NAhoriae , .o' _' of ido'icd standards or . ThC , -. ?'TIty for the Edoquacy o f rests IT` :' :le designer. Addit'ons, or revie':: ...e drawings after this nf1 void t ,'. "_nce and will require a of rev: ':-:rings for subsequent i Final acceptance Is sublectto fic'. the Public Works oila s Inspector. Dam: 3 13 Zoo c. By: R N0 DRA1 51 ASP /JCS '['kit,IJOUEIR 1Or4404eNTs efia'A 1)99— 0065 RevisIoo t OAIE SCOTT HEMPEL 14637 46TH AVENUE SO., TUKWILA, WA 98168 PHONE No. (206) 242 -5513 HEMPEL SHORT PLAT HORIZONTAL CONTROL AND COMPOSITE UTILITY PLAN CALL = 20 'E SEPT. 8, 1999 .action by 40 0ESCMf/OON 99200ENG S. 144TH ST S. 146TH ST. S. 148TH ST 99200 CET 2 APPRO ED FROM TO SD PIPE SCHEDULE LENGTH SIZE INVERT ELEVATION MATERIAL SLOPE EX. CB CB No.1 38.9' 12" DI 0.51% CB No.1 CB No.2 300' 12" ADS N -12 2.67% CB No.2 CB No.3 70.1' 12" ADS N -12 1.56% CB No.3 CB No.4 144.6' 12" ADS N -12 0.55% CATCH BASIN SCHEDULE STRUCTURE No. TYPE RIM ELEVATION INVERT ELEVATION CB No.1 TYPE I 303.30± 300.30± CB No.2 TYPE I 311.30± 308.30 CB No.3 TYPE I 312.30± 309.40 CO No.4 TYPE I 313.00 310.20 EXIST. ASPHALT CONCRETE 6" MIN. COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED CRUSHED ROCK BACKFILL 2% 20' TRACT C (SEE PLAN) 10' 2' CLASS - 6" AsoDALI CONCRETE 1 1,2" COMPACTED 1EP111 CRirHFD SUREACIN, IUP CDURSE 2 i COMPACTED DEPTH A -A CRUSHED SURFACIN BASE COURSE RD BE M ADH COMMON ACCESS DRIVEWAY IIIAL REA I ON THALII AY MON I Erl ML : UH A CODOI DONS. N.T.S. ASPHALI CONCRETE CLASS B (3" MIN.) REPLACEM NT PATCH 10 BE THEKE THAN PREVIOUSLY EXISTED. o 0 0 0 " NOTES: 0 0 0 o a 0 0 0 0 00 0 O _ O O (TINA( . JOIN! MU, BE SAW CU P PAX PATCHING DETAIL ( N.T.S. \ C 0 F M i Q,4TG -e(06 1E7 L PER C . OTT £e-rA l I_ - 3. I. ALL TRENCHES IN ROADWAY" AREAS - .DALE BF HATI(I II l f 11 ! Al DAY, UNLESS PERMISSION IS GRANTED HT DO OTHERWISE BY III( CITY ENGINEER. AND TRAFFIC ENGINEER. 2. ALL JOINTS BETWEEN THE NEW iP EXI'; I. ASPHALI PA."LWENI SHALL BE PAINTED WHIT HOT ASPHALI 1111 ASI•IIAI I I!MIL,10f1 3. ALL TEMPORARY PATCHES ON TRENCHES .HALL HL nitimArirri IL PATCHED WITHIN TWO (2) WEEKS OF COMPLF IION Of WORE WI IIIIN THE ROADWAY AREA. l 'K NAIL I '1 R R() 1( ),.1 J! NW CORNER OF LOT 12 OF ADAM'S HOMES TRACTS V (R)S87 °55' 40'7 (BASIS OF BEARINGS) 7 FOUND REBAR AND CAP LS/ 23604 .03 '5 de .12'S OF PROPERTY CORNER S87 °59 '07"E 123.84' PR OP. 1 50 . FT. 2250 r 3 I-i 1QEX. FENCE 123.89 9 1Q TO BE REMOVED Q 6" PVC ROOF, FOOTING, AND AREA DRAIN Q3 COMMON ACCESS DRIVEWAY ® PRIVATE DRIVEWAY OO INSTALL "NO PARKING FIRE LANE" SIGN U INS IALLA HUN & CONS I IEUC IIUN UNDUE LOT 1 BUILDING PERMIT • NDS PRIVATE AREA DRAIN OR I:QUIVAI.I.N I, DIM .51.1.1,() I I81 CI FAIJLTLI I w/ II;AI I I( III AI:IIIU I II, .687 1387.66'(C) S. 146TH STRL 247.78' S. LINE OF THE N. 1/2 ( iT I (ITS I I .1, 12, LII (10K (>, :1(1/1740 IIUML 1 /s11•U D99- 0068 123.89 G R/ W EX. CB -TYPE I RIM = 302.20 I.E. (8" 5)= 300.40 I.E. (15" N)= 300.1 NEW I.E. (12" S)= 300.10 NOTE: CONTRACTOR TO VERIFY IF IF EX. 8" SD IS STILL IN USED. SOURCE TO BE LOCATED AND ADJUST IF NECESSARY. CONTACT ENGINEER FOR ADJUSTMENT. N8759 '07"W 25.00' NE CORNER OF LOT 11 247.69' OF ADAM'S HOMES TRACTS X - X X• 123!84' No USE 9Ro(• So FT. 13 2 10' WIDE AREA TO BE DEDICATED FOR R.O.W. PURPOSES UPON REC. CF THIS SHORT PLAT 179. 79 V EX. C83 SD R N o. EX. CET= EX. C 1 15' \ I, EXISTING HOUSE ® 14637 46TH AVE. S. 1,150 SO. FT. 1.77% 2.73% CB No.2 CB No.3 DALE i - MORROW- POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 N N1 • (2',5):5'.1 '1 -'x I'A'r- ( )35'�I 1.1� NOTE: PROPOSED CONVEYANCE FACILITIES ALONG 46 AVE. S. SHALL BE INSTALLED OUTSIDE TRAVELED LANE AND WITHIN HE R.O.W. CONTACT ENGINEER IF CONFLICTS ARE ENCOUNTERED DURING CONS (RUC I ION. ADDITIONAL STRUCTURES MAY BE REQUIRED. - THE E. LINE OF THE NW 1/4, NE 1/4, OF SEC. 22 -23 -4 APPROX. LOCATION OF EX. 4" WATERMAIN EX. CB --TYPE I RIM = 313.61 I.E. (12" S)= 311.01 EX. CB -TYPE I RIM - 31.3 OF I.E. (12' N)= 3 /U. /0 I.E. (12" W)= 310.60 - r 1 3 L ENGINEERING - SURVEYING l ) � LAND I 'LANNIN(.T REV. O. E LEGEND: 0 - MONUMENT • .I I•I 1, VICINITY MAP N TS 10 GRAPHIC SCALE ( IN FEET ) '- PROPOSED FIRE HYDRANT 1 inch = 20 fL. ( LOCADON OF PAINT MARK g plans have been reviewed by Hie it BY WATER DISTRICT NO. 125 orks Department for Conformance with cune>e4 City standards. Acceptantels subject', -- r and Omission which do not authorize 3 of .� adopts. rdards orOtltia es - 1 / forth° .1 :y of thedhilpn 9 desiQne/ t, ' i /ons, de1tiplg or 1 - •1 : . ./ ,,ese dravengs after this il/ void this as eptant* and T a ems! of r = . . °'ings for SE. a approval. Final c°.;:,7Ence is to /:.:., _._ aectiont, the Pub:c W orks utilltIOsec jcr. Orta: 13 2®00 BY: SET 2X2 WOOD LINE STAKE ® SET 5/8" REBAR & CAP LS/29537 A SET OR FOUND PK NAIL 0 FOUND REBAR (NO CAP) (R) RECORD OF SURVEY © SEWER MANHOLE I'UWLI, PULL R FIRE HYDRANT (I.D. /335) X TRAVERSE POINT (C) CALCULATED DISTANCE (M) MEASURED DISTANCE EDGE OF EX. PAVEMENT zo RtECE MAR 1 0 9()1-11 00008W'ION .1: ;C "ryTr1 ., /PPFOVtO ruRL3L WVtiKS SCOTT HEMPEL 14637 4631.1 AVENUE SO., TUKWILA, WA 98168 P1 N0. (221(') 242 -,/I/ HEMPEL SHORT PLAT CONSTRUCTION PLAN SD PIPE SCHEDULE FROM TO LENGTH SIZE MATERIAL SLOPE EX. CB CB No.1 38.9' 12" DI 0.51% CB No.1 CB No.2 286' 12" ADS 5 -12 2.73% CATCH BASIN SCHEDULE STRUCTURE No. TYPE RIM ELEVATION INVERT ELEVATOR CB No.1 TYPE I 303.30+ 300.30+ CB No.2 TYPE I 311.10+ 308.10 EMS i. ASPHAL I CONCRETE -1 ASPHALT CONCRETE CLASS B (3 MIN_) REPLACEMENT PATCH TO BE 1 THICKER THAN PREVIOUSLY E XIS TED. COMPACTED CRUSHED ROCK BACKFILL 20 TRACT C (SEE PLAN) • PRIVATE DRIVEWAY (LOT 1) N. T.S PAVEMENT PATCHING DETAIL GENERAL NOTES: FINAL JOINT MUST /BE SAW CUT 1 11 2" MIN. f CONCF:ETE SLAB (4' MIN.) ° T O MIN. TED S CRUSHED ° °0 SURFACING G TOP TOP COURSE o 0 0 0 ° : o ° ° NOTES- ° 0 0 0 0 0 1. ALL TRENCHES IN ROADWA! AREAS SHALL BE BACKFILLED EACH DAY, UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY" ENGINEER AND TRAFF C ENGINEER. 2. ALL JOINTS BETWEEN THE NEW & EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) ',EEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF TUKWILA. 2 HE DESIGN ELEMENTS WITHIN THESE FLANS HAVE BEEN REVIEWED BY THE CITY OF TUKWILA SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APROVED BY THE CITY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD. GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVA.L OF ANY OTHER CONSTRUCTION (e -g., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, FTC•)• 4 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, 4 PRECONSTRUCTION MEETING MUST BE HELD BETWEENT THE CITY OF TUKWILA INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH THE CITY OF TUKWILA; NORMALLY, THIS IS 7 A. h! TO TO P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANTS/CONTRACTOR'S RESPONSIBILITY' TO OBT /4N ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFFSITE WORK WITHIN THE ROAD RIGHT -OF -WAY. 8. DATUM. SHALL BE NA Al 1988 UNLESS OTHERWISE APPROVED BY DDES. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 'ERCENT DENSITY. 10. ALL ROADWAY SUBRADE SHALL BE BACKFILLED AND COMPACTED TO 9i PERCENT DENSITY (WSDOT 2- 06.3)- 11. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECFICALLY APPROVED BY THE HTY OF TUKWILA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE ;AFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NET.DED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT- OF -V /AY THAT MAY INTERRUPT NORMAL TRAFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1- 07.23. "TRAFFIC CONTROL. OF THE WSDOT STANDARD SPECIFICATIONS SHALL APELY IN ITS ENTIRETY. 13. ALL LOCATION OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTEBLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILTY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGR UTILITIES LOCATION SERVICE (I -800- 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE DIRECTOR SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. COMPACTED BASE (PIT RUN) \ 0� NW CORNER OF LOT 12 OF ADAM'S HOMES TRACTS V PR NAIL PER ROE 102 -24 1 1 OA (R)S8 (BASIS OF BEARINGS) 1 38766'(C) 2 FOUND REBAR AND CAP LS/ 23604 .03'E & .12'5 OF PROPERTY CORNER 2 5 8 7° 57'23"E 0 6" PVC ROOF & FOOTING DRAIN 0 PRIVATE DRIVEWAY 0 NDS PRIVATE AREA DRAIN OR EQUIVALENT RIM= 311.50± EX. SHED D99 -0068 S. 14 6TH S TREE T 58759 247.69' X EX. ASPHALT DRIVEWAY EX. CARPORT EX. GARAGE 247 78' S LINE OF THE N. 1/2 G{F LOTS 11 & 12, BLOCK 6, ADAMS HOME TRACTS R/W EX. CB -TYPE I RIM = 302.20 I.E. (8" S)= 300.40 I.E. (15" N)= 300.1 NEW I.E. (12" S)= 300.10 NOTE: CONTRACTOR TO VERIFY IF IF EX. 8" SD IS STILL IN USED. SOURCE TO BE LOCATED AND ADJUST IF NECESSARY. CONTACT ENGINEER FOR ADJUSTMENT. G_X;STiIVN B "so N RNATL CONY PAopp LOT 1 ICS 4540OT. N87 °59 '07"W 25.00' NE CORNER OF LOT 11 OF ADAM'S HOMES ',TRACTS EXISTING HOUSE 14637 46TH AVE. S. 1,150 50 . FT. S - X 10' WIDE AREA TO BE DEDICATED FOR R.O.W. PURPOSES UPON REC OF THIS SHOP' PLAT 119 79 - NO °20'45 "W\, SD F2 1 EX. CB 0 H sac O O1 10 11 �O These plane have beat tad by the Public Iverks Dapartnera torcaesalans& wart current City :standards. Acceptance le al I5/ to errors and orris 15 :;Tor .vhich do not aY1tl0lA Yblatone of adopT.ed SIT . ..ards or ordinteate. Itet IlisaloneihilitY for 'ne ac.equacy of the MO wits Moly with the design- s . :,dditIoana, dKetl no of ovidatas to these drawings a,,ar this dais w* Wok! this scoop= and will require a resubrelbe of M i n e drawings for subse- quent approval. Final acceptance is 8$f ecl ffi Ned In pectIon by the Public Wade maga YNpalana Date: / //0/9, 5/ . l RCLESS !EXPIRES JAN. 9. 2000 ! ED D DATED OC CB No.2/ I° EX. C{41 \15 0 NJ OF EX. 4" WATERMAIN THE E. LINE OF THE NW 1/4, NE 1/4, OF SEC. 22 -23 - -4 EX. CB -TYPE I RIM = 313.61 RI 1.E. (12" 5)= 311.01 EX. CB -TYPE I RIM = 313.96 I.E. (12" N)= 310.70 I.E. (12' W)= 310.60 DALEY MORROW - POBLETE, INC. 1215 CEN AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854 - 9344 FAX: (253)854 -6663 ENGINEERING - SURVEYING LAND PLANNING iu P2V)O0ee- DGr M(IUTs Q5C A KN-D 'F&N FsIHH E l N THE 12/6H7 OF , % 4- Y NOTE: PROPOSED CONVEYANCE FACILITIES ALONG 46TH AVE. S SHALL BE INSTALLED OUTSIDE TRAVELED LANE AND WITHIN THE R.O.W. CONTACT ENGINEER IF CONFLICTS ARf_ ENCOUNTERED DURING CONSTRUCTION. ADDITIONAL STRUCTURES MAY BE REQUIRED. PROPOSED FIRE HYDRANT (LOCATION OF PAINT MARK BY WATER DISTRICT NO. 125) - APPROX. LOCATION REV. NO. OAIE MLD 9 LEGEND: AA S e ' ASP; JCS AW C 7" = 20' JUNE 5, 1999 N VICINITY MAP N TS OESCP'PI10 GRAPHIC SCALE 10 ( IN FEET ) 1 inch = 20 ft. HEMPEL SHORT PLAT CONSTRUCTION PLAN 99200ENG 99200 RECEIVED CITY OF TUKW4.q „UN R 9 11ST PERMIT CENTER MONUMENT SET 2X2 5/000 LINE STAKE @ SET 5/8" REBAR & CAP LS/29557 A SET OR FOUND PK NAIL O FOUND REBAR (NO CAP) (R) RECORD OF SURVEY (S� SEWER MANHOLE - 0 - POWER POLE • FIRE HYDRANT (1. D. 1335) X TRAVERSE POINT (C) CALCULATED DISTANCE (M) MEASURED DISTANCE EDGE OF EX'. PAVEMENT SCOTT HEMPEL 14637 46TH AVENUE SO., TUKWILA, WA 98168 PHONE No. (206) 242 -5513 APPROVED H LA, — At7:7 1'1 D99 -0068 4Z'H ,t ,4:1! 4:04'i ' s sSJ ,ate 4,1%.l ; 4? 7 a t ors? L++:+ .•r 4 .rr H4.1�:a;f1 , 1 I understand that the Plan Check approvals are subject to errors and omissions and approval of 1 plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit No..-- y SZPARATE PERKer REQUIRED FAR= MECHANICAL �,ATRIAAL s®4 EE a C to71,4A GAA, PtP1S n9461 Of ,',2.,q L C;j■ OF jti{(WILA APPROVED 131999 h" IVt1 � i.0 Bk;l~ 3s;NG Ift 0 0 a a 4 3 a3 sr, ea 7 S. 4 4 - T - { aLc t Lx I icy !I - L -- . _4- i b--- - {{ a I 1—> —I- r a , I, 5.9), 4 , G.L'x r r Y: = L (H � `a ' - g -- i,C,.-. S j Ll I -, 7 1 -,=>"),- - t-,'-=7 1 `,.., " i sue/ l +r A } ti. G�(�s1c a. 1.4, '°7% —tp ( 4 A Z 1,`PPR0VFD JUN i' X999 D99 -0068 'e' «z,. z .7I p 40 ll J N jLC rJ'. r jCi 4 IZ.. " 4-„4,, r}r 7 f tIT' OF TU ILA U JUN 1 31999 NJ ly�J 4 [iJ % -1 4) r.. .� CITY OF TUKWILA 4 0 n \! F) MAR 1 Fagg D99 -0068 i LG L V INIMORIMERMiiMMINNIMIN EHi ' In‘womil* *Rua • , ■ • T r I I I 1 .4__ I: I , I ; • _ _ 1-- — — WiEVESEIMIMUNIM *111.11111111•111111111111■•••••1111.101111 n I _ - - - ii I / 1,1 4 , - ; II 11 1 , ■ = 1 D99-0068 CITY OF - fiiKWILA APPROVED JUN 1 3 199C IA 00 7 Gb 0 IA JLT it 1 • 4 — ';',.• '..) La* r•'; T ITFTT 406 S. 289 St. Federal Way, WA 98003 11111111111•■■■ (253) 941.4850 L. 11-10 Architect REGISTERED ARCHITECT Yb RSTAD STATE OF ASHINGTO RECEIVED CITY OF TUKWI MAR 9 1 199 'ENMIT CENTER GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 1 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CO1 ?ATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SHOP DRAWINGS FOR OPEN WEB WOOD TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR- ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO U.B.C. STANDARD 26 -9. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. NEINFORCING STEEL SHALL CONFORM TO ASTM A615 -76A, GRADE 40, fy = 40,000 PSI. WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -83 AND 318 -83. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -C'• MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 ?AR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS -OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL FL FIELD BENT LT ESL SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e.WA.LLS BELOW GROUND) OR WEATHER (::6 LAPS OR LARGER) 2" (#5 BARS OR SM.ALE RI -1i2" COLTS SHALL CONFORM TO ASTM A307. c,(rNNS'iO, COLTS SHALL BE 'EEO HEAD" SELF-DRILLING HORS AS MANUFACTURED BY PHILLIPS DRILL COMPANY OR APPROVED EQUAL INSTALLED I'. STRICT ACCORDANCE WITH THE MANL ACT' R PUBLISHED RECOMMENDATIONS. ,. � 's 9. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH I4. C. L.B. STANDARD GRADING NULLS FOR WEST COAST LUMDER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: SOP C L LIVE. LOAD TOP CH.wRD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 25 PSF 10 PSF PSF 45 PSF 3" JOISTS: (INCLUDING 2 X 6 AND LARGER HEM -FIR N0. 2 OR DOUGLAS FIR N0. 2, MINIMUM MEMBERS USED AS STUDS AND BASIC DESIGN STRESS fb = 1,000 PSI PLATES) BEAMS AND STRINGERS: DOUGLAS FIR NO. 1, MINIMUM BASIC DESI'.GN STRESS, fb = 1,3_0 .PSI POSTS AND TIMPERS: DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fc = PSI S , PLAT _S AND "RISC. LIGLiT FRAMING: DOUGLAS FIR OR -.EM -FIR STANDARD GRADE P AND BOTTOM PLATES AT BEARING WALLS: DOUGLAS FIR CONSTRUCTION GRADE i'J. PREFABRICATED WOOD ROOF TRUSSES SHALL BF DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH T "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPi 7 ?" 3r THE TRUSS INSTITUTE " SP CONDITIONS c,1C, O HE PLANS O cSS L L AT _ Ifi T TLTE rCR THE SPANS r. �� 'i � r T � !.;r.D,.:, SHALL PE AS FJLLO'vS: WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (CATGIIAIL OP EQUAL). FURNISH SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) FOR APPROVAL TO FABRICATION. r STAMP PRIOR .G F ;,s�.1,.r,Tl�h. SUBMITTED DOCUMENTS SHALL BEAR THE SThi•1P OF A REGISTERED PROFESSIONAL ENGIEIEEP STATE OF WASHINGTON. PROVIDE FOR SHAPES, ._CARING POINTS, GIRDER TRUSSES, INTERSECTIONS, HIP AND VALLEY FRAMING, ETC. SHOWN ON THE DRAWINGS. PROVIDE FOi? ALL TEMPORARY AND PERMANENT TRUSS BRACING END BR_LGING. MINIMUM 2 CHORDS. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GL:.0 IN CONFORMANCE WITH U.B.C. STANDARD NO. 2F -9. SEE FLANS FOR THICKNESS, PANE_ IBENTIFICA.TIO.J INDEX AND NAILING REP'JIPE"!`NTS. N • E T n I. D "IIs� DETAILS �0 S.- �fJ OTHERWISE - �, ;I..� S�..LL .,_ CO`;S'R.,:TE� TO THE MINIMUM H OF TBE U" IFORM BUILDING CODE. VINIME•i :NAILING,. UNLESS OTHERWISE NOTED, SHALL CONEORM TO TABLE 25 -Q OF THE UNIFORM BUILDING.CODE. ALL vI: ( PLATES D BLOCKING IN DIRECT CONTACT WITH CONCRETE SHALL BE •RESSURE- E rII AN APPROVED PRESERVATIVE. NOTATIONS ON DRAWINGS RELATING TO FRAMMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG - TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. 15. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FUR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, T4CHJI UES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 17. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 18. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 19. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 20. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. �i. DESIGN CRITERIA ROOF LIVE LOAD 25 PSF WIND 80 MPH, EXP. B EA'TH:QUAKE ZONE 3, K = 1.33 ALLOWABLE SOIL PRESSURE 2,000 PSF (Natural soils or compacted fill) (Contractor verify) STANDARDS OF THE UNIFORM BUILDING CODE. WOOD FRAMING NOTES 22. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 25 -Q OF THE UNIFORM BUILDING CODE. 23. PROVIDE 2 - 2 X 10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. 24. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. 25. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U SERIES METAL JOIST' HANGERS TO SUIT .THE JOILST SIZE. INDIvILU;'' *MB RS.OF BUILT-UP'P °STS AND BEAMS, SHALL EACH BE ATTA.,H D WITH 160 SPIKES AT 12" _.c. STAGGERED_ ALL 110`.1D FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MI ?' I'''B M 27. PLYWOOD ROOF SHEATING )UNLESS OTHERWISE NOTED ON PLAN) SHALL RE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH <d NAILS V 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND V 12' o.c. TO INTERMEDIATE SUPPORTS. PPROVIDE APPROVED PLYWOOD EDGE 'CLIPS V 16" o.c. AT UNBLOCKED ROOF SHEATHING EDGES. TOENAIL BLOCKING TO SUPPORTS WITH 16d P 12" c.c. UNLESS OTHERWISE NOTED. 29. PROVIDE 2 - 2 X 8 HEADERS OVER AND DOUBLE. STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS IIOT DETAILED OTHERWISE_ ATTACH WITH "SIMPSON STRONG -TIE" P.C. POST CAPS OR EQUAL. 29. PROVIDE 3 - 2 X 8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DERAILED OTHERWISE. ATTACH WITH 'SIMPSON STRONG -TIE' P.C. POST CAPS OR EQUAL. 30 PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 1 NA GYPSUM WALLBOARD i P BOTTOM M .T NAIL GY r.,J.l IvNL-60ARD TG ALL _ STUDS, TOP AND u0 TO��i PLA � rS AND Et'>iOCF.! NG WITH COOLER- HAILS 0 7" c.c. USE 5d FOR 1/2" WALLBOARD. PROVIDE', SOLID DLOGI'ING AT ALL FREE' EDGES. D99 -0068 (7 OF TGOILA JUN 3 `..q sah V a) out