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HomeMy WebLinkAboutPermit D2000-325 - ANDERSON RESIDENCE - NEW SINGLE FAMILY RESIDENCECASEY ANDERSON 14636 46T" AVENUE SOUTH D2000 -325 City of Tukwila \° Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Wetlands: Contractor License No: ASSISCCO51B6 _ Construction Valuation: $ 236,481.76 Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: 004000 -0698 14636 46 AV S NSFR DEVPERM LDR 001 North: 125 DEVELOPMENT PERMIT South: Sewer: Slopes: Fire .0 East: VAL VUE N aerel -1Q__ ► sue-1, I hereby certify that I have read examined th to be true and correct. All prov ons of law an work will be complied with, whether specified her Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Permit Center Authorized Signature -‘ify11A = 124_ 4-112_ Date: (206) 431 -3670 D2000 -325 ISSUED 01/26/2001 07/25/2001 DWELLING 1997 . Streams: Phone: Phone: 425 - 649 -8000 OCCUPANT CASEY ANDERSON 14636 46 AV S, TUKWILA, WA 98168 OWNER ANDERSON CASEY 14636 46 AV S, TUKWILA WA 98188 CONTACT CASEY ANDERSON 4712 S 144 ST, TUKWILA,_ WA 98168 CONTRACTOR ASSISTED CUSTOM CONSTRUCTIION 26918 204th AVE SE, KENT WA 98042 ._****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: CONSTRUCTION OF A NEW 2,550 SQ FT SINGLE FAMILY RESIDENCE, 586 SQ FT ATTACHED GARAGE, 176 SQ FT COVERED DECK AREA AND 360 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, STORM DRAINAGE, EROSION PREVENTION AND SEDIMENT CONTROL. .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: N Fire Loop. Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 100 Fill: 100 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r TOTAL DEVELOPMENT PERMIT FEES: $ 3,027.0 ************************************* ********* Public: N * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date _ 126AV___ s permi,' and know the same ordinances governing this in or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. \ t )-6 /o l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. z u6 cf � 0 co 0: w J I.- uW O J a z o z I - U O C O I- I u j fl I- -_ u. ~O w z 0 F " z ,Address 14636 46 AV S t +, Suite: Tenant; Type: DEVPERM Parcel #: 004000 -0698 CITY OF TUKWILA COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND Permit No: D2000 -325 . There shell be occupancy of the building ("s) until the final insp'ectio has been. completed by the Tukwila Buitdi'ng Inspector.. 10. All mechani;41 work shall be under separate permit the City of"'Tu:wi l,a. 11': All permits, inspection records, and approved.,.p.lans shall be available at the ,job site prior to' the star ., of ' any con- struction. These doc,uments are., to be, ,main.tained and avail- able until final inspection. appr.oval,',is granted. 12 FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. Status: ISSUED Applied: 10/02/2000 Issued: 01/26/2001 k•k • k******** *k**********• k*k•k kk** k***** kk*• k** kk** *•kk* ******k•k* ** *k•k*k**k•kkk* Permit Conditions: No changes will be made to the plans unless approved by the Engineer and the Tukwila ,Building-Division. Engineered truss drawings and calculations: shall be on site and available to the = building ,inspector for inspection purposes. Docurne,nts shall, bear the seal and "signature of a Washington State Professional Engineer. Any exposed :- . insulations backing:material.shall have a Flame Spread:, Rating of 25 ,o'r' less, and material shall bear i dent i - fication shown g° th e fire performance rating thereof. All construct ion t "o ' be done yin. conformance with ,:approved plans and requirements of the Uniform B u i l d i n g Code (19 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). Plumbing ,permits shall obtained through the Seattle-Kin County Department of Public Health:' Plumbing will be inspected•,by that .agency; " in'cluding all gas Piping (296-4722). NoWy Tukwila Buiidqng Division prior t placing any concrete. , , ; This'procedure' ` i.s. in addition to any • requi rements :,for spec i a l i nspect A1.1. wood to remain :in ,placed :. shall be treated wood. Validity of Permit the . ss rance; of a permit or approval. o plans, "specifications, and computations, shall not be con- strued to be a., permit for, or an 'approval of, . any viola:tio of ,an r " "' of, the provisions of the' bu i l di ng - 'code'; or of any other�'ordinence'.;of the jurisdiction. `No •permit presuming to g i ve'`authori ty to violate or cancel the Provisions of t h i s ' code shall be valid. issued by w�'. v:. ��:„ W.. Lr:. 1. �:. w�/ cu�J` l�. Wu. 3. w• a. u.: Wm. a;:; �....+ aY. a�,+ i, f: tiidYSa. Wo: i+:++-0'+' �W4HL. w' wu( n. �. wv` �4�. v.wiCGlSi1[.(- :.v.1J�uWSi:vsAt! k. WiRY:: n .:{L:s.LidAl.:wHiii+M1w..i..i':w Y.w.iwi+u.i:��ti'..1.4r`.� IMMEDIATELY FOLLOW NG „,STORMS. • Signature: FROM MAY 1 THROUGH� PTEMBER 30, INSPECT AND MAi'NTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL .DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. Install infiltration per the details enclosed with the permit. CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES. ..PROVIDE ADEQUATE TEMPORARY ACCESS AS; NOT TO INTERFERE WITH OTHER:VEHICLE MOVEMENT OR. CAUSE; TRUCKS TO TRAVEL OVER CURBS VEHICLES MUST ,MAKE COMPLETE STOP PRIOR TO iLIC`, RIGHT OF WAY. Th e Land Altering Per,mi t fee` i s based upon an estimated 100 cy of °cut and.100 cy of.fi,l .If the f;inal'quanti;ties differ from these amounts, contact the -- Permit Center b`ef final `in:s for _:an ad.i.ustment to the permit fees.' Contractor shall notify :Public `Works Utility Inspecto at 20:6431-0179 of`scommencement and completion -of vwor^k, a l eaSta'24,ahou,rs .,;in 'advance: empdra control measures shall be implemented :-as he first order of business to. prevent sedimentation off, s itte ar into textsting storm dra < nage facilities Th;e'site....s` hall have control measures in place as soon a's possible: after •.;final .grad ing has been compxleted r and pr for to the, Final` Inspection. Dr,i shall comp1 residential standards` Driveway , width shall bela 10' minimum and 20' maximum. Slop shah++ bermaxFimurn of 15 Turning :'radii shall be ,a .min'imum's fire 'f,eet I. hereby ce^tify that I have read these conditions and will comply with them azs`Eoutii ; ned All provisions cif laW,•,and :,ordinances governing this work w'i 11, be dAMP,l ied with, whether specified herein or no't. The granting of this permit does not ;presume to give autho'ri to violate or• cancel ' the provisions. ;:of any other work or laws regulating construc-tiperformance :'?of work. Print Name: Date: 1/ a1?/01 z I 00 '; W W I: . J H u.:. ui 0 g:3 u. d ' Z1.- 1- 0 Z w uj D o U 0 H i uj Z �- t- u _ ro u z 0 ' 0 z.. P ject Namefrenpnt: p L a54 y r-+Ylc e- 'scr -, Value of Construction: Site Address: , City State /Zip: l Lt b3 6 Li b ) (u .7 . 71.1 t.0-79 grfi /bF5 Tax Parcel Number: 00 6R8 phone: (_?o(,) 85 - 119 t P,toperty Owner: Lase. 1 Street Address:. City State /Zip: 4 1 - 7-1)- 5. l yy 5 t � kk+ Ia, g 9/68 Fax #: . P-0 b) 7 4- -6 y 7 Contractor: cc C-1.4 14o -e 5 Phone' ( 53) 431 Street Address: City State /Zip: )6/f5 - )-Oyes )4., SE k� 1, w )� y SO>- y Fax #: (1ras) t- 3 a - 1 1 18 ( Ari-C( GI,� 1'c -wt-e5 ()s3 (73 ) - 600, Street Address: City State/Zip: 6 9 I S 4 L - 1 . 6 wt 5 t . k n', 1, 0 4 . c T o Fax #: 0 4 25) l 13 -1 lig 9 , gineer: PM) , raa ress1O 5�. w CJ SU��e d� L Ci t pq Fax #: ontact Person: A I a.5-R-7 ) ci ( .0 b)05/ - 1 s -v'5 c�vl hone: phone: 191 Street Address: City State/Zip: II 71). 5, I yy - TIA kLo , W11 q£3/b& Fax #• t 6 6) - - b 9 7- ` - / Description of work to be done: 'bk01 - S' Cam, '(`r' wee c4 a n -e. w i N 5 hx C I e -1-. a-w,; 1 y v-t ti i C' c--e Type of work: XI New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: al Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: ' sq. ft. Dwelling --)-- sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) -6 sq. ft. Uncovered Deck Propose wee Square Footage: 5 50 sq. ft. Dwelling (7 sq. ft. Covered Deck(s) 5 Pi sq. ft. Garage Carport .e sq. ft. Accessory Structure(s) 360 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) e a e *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑Hauling Land Altering: 0 cut _ yds. Fill ❑ 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 Size(s): cubic yds. 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: ID -Z-00 Date a L lication expires: — 2 - Of Appnigken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 R STAFF USE ONLY Project Number: l7fl '3 2,26 Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. PPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL.PLAN'REVIEW OF THE ±FOLLOWIN 7 ; ' Addlt /otie/ reviews s hall'be : determined b the �Public `Works`De" artment ' ^' \ • ' runv.,.e M1 ,,..V£.,7Pl4;r"rt9.0A0 7"..5 +. ti Z � U to 0 J • = t- LL w 0 u.Q co = a F . w Z = F- Z w 0 0 �_ H w I H 0 u- Z w F- � O Z BUILDING 4 ' NER OR A D " AGENT , Signature: , • /� �� Date: I C.)/-/(70 Print name: - 1 . - - S . . e f /n ( d u o Phone: 950_, ) /9 f I l Fax #: 2 c Address: 7.2.. (-� �, t �/ City /State /Zip: ' 1,i 1. w ..1-1 ;i 1 4 l4t 9e1 EJv ALL SINGLE- FAMILY RESIDEN PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ta Copy of recorded Legal Description from King County ❑ Cr Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Er 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) a ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Er Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150'. long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ t - Foundation plan and details ❑ a Floor plan ❑ Er Roof plan ❑ I Building elevations (all views) ❑ 1.� Building height ❑ t I Building cross - section ❑ L`i Structural framing plans and details necessary to completely describe construction ❑ Tr 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. ❑ 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. t1J ❑ 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 ". Buildi O /Authorized Agent I fthe ap i other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, °. dnotarized letter from the property owner authorizing the agent to submit this permit appllcationind': • obtain the: permit will be required as: part: of thissubmittal ` ' " • 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. z I I- ~w Q Q • � JU O 0 (n CO (LI J = CO Li, w 2 • d • w Z I - zI- w • w U � o ff' � I- w 0 • O lLl Z U = O ~ z ELI A: •r , �SFlT i.Y.et, n� {t r r "�`'�.,• }; 3)�S�vr.f'h n l.. tr- [5 ********************************************** CITY CIF' TUKKWILA. WA Z 0 '.. TRANSMIT " ********************** * * * * * * ** * ** * ************************ YS . TRANSMIT Number: 80100116 Amount: 1. 01/26/01 15 :51 Payment Method. CHECK Notations CASEY ANDERSON Init: JTD ----------- - --------------------- ----- --------- - - -- ---... Permit No: D2000 -325 Type: DEVPERM DEVELOPMENT PERMIT Parcel Ne: 004000- 0.69F3 Site Address: 14636 46 AV S Total Fees: 3.027.07 This Pcivmer t 1 .682.45 Total' . ALL Pmts: 3.027.07 Bel ance.1 .00 ********. k************************** * *:* * ** ***** * * ** * * * * * * * * *** ** Accuu`nt;' Code Description Amount 000/3'22.10,0 BUILDING = RES 1 760.9.5 000/34 ,.030 PLAN CHECK UTILITY 10.00 00'0/386.904 STATE :BUILDING SURCHARGE '4.50 41 INSP. FEE -.STORM DRAIN 15..01) 00 0/322.100 LAND ALTERING PERMIT FEE 54.50 `000/345.030 LAND .ALTERING PLANT. CHECK 37.50 198 01 /30 9710 TOTAL 1943.64 Yil A. k.... %.aAaS+'4 ”4,4411140n i � S t i CO UP 9 W o: ' LL = ta , )- O H; O N ' ,O H. W 1 V LL O ..z U N . 0 It.A.tir*A***A 4,-**4c4 tr*.A k dCITY OF TUle.'ill'.1.A W T tt'A.A.k..kle+4r4.3-Als•S 4r4—At$A.A.*•.1 1 1 6 q 7 C V I c l i 4 1 • ■ * * * , / c 4 k*-4 *A k k.A 4.1t*-k.S, TRfiNBMIT NA.kmber‘: ii:98(.)0`,166 Amouht: 1., I 4 4..62 1002/00 09250 . Method: (HIEC( t 1 efISEY fAill:F_IISOINI t: • 7 ' e f• ICI it No: 1)2(>00.-32t, Type:: 1)L.VPEti.tbi Parcel flu: 004000.-0698 Si fIddisess: 14(33( 46 AV o .al F c 7 „gli). 0 Th iE Pnint J. .1.14 .62 Total ALL. i'rril;ci. 1 I 44 "''' al ance: *4 1,,v,s, 4,-***i■ 4 -a- *A-A. A-A*1k k *,k tis A A.* Act:t)unt Code Dest;ri pt iQfl flinottilt 000/;i4c."1.830 PI. PEq I I 4 '' , . . 0/03 9710 TOTAL 1144.62 • . , ..,•4:if ;4444.1.§6:i`4: z wi WI LL• w OE w IL < D. a; Z C): .Z W uj' 2 Di 0, 0 u)i '0 WLLJ ' Z u) : — P ,0 1-1 Z � r INSPECTION RECOk1) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr ' ct: ll 5 4 ' Address: Special instructions: `Lye /ono Type of Inspecti Date called Date ted Requester: %...Ap per applicable codes. Mel zy..L->' t(/e, 2/—Z-3 rec ions req d-p\ Z-74 -0 $47.00 REINSPECTION E REQUIRED. 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 p'proval 1.6;€ws7r,+ klw' 'w''i. "Mane':; cr +' �5`�7r: =v: E .ux'tSv xwStii - i COMMENTS: Date: INSPECTION RECORD • Retain a copy with permit 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Inspection:. Project: 7 , Address � 1 C Date called: )2 1 b� 6 L -t . Ave `� Date wanted: Gt 1 2.. 6_01 p.m. Requester: etas' e ; A.,, ie r Son Phone: 20(0 85 - Ill :Special instructions: Approved per applicable codes. $47.00 REINSPECTION -FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Receipt No: 1 D2000-3 zsl PERMIT NO. (206)431 -3670 Corrections required prior to approval. LU g � U U O co 0 co W WI : W O u. _ = CJ I— W Z � i— O Z 1` D W W` r. O : .Z : Cu U � F. H O Z Pro •: , . Ty • .f Inspection: . t �.' �; 4 (/4 ' .. S Pate 'Riles. j Special Instrgtions: Date wanted: ) 3 a.m. P m. Request:: /i A ir •' Phone: ,(f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes Corre tons required PERMIT NO: : 1 .X2 lt. /i.:. 11411AX4 . ':t:.... (206)431-3670 approval. COMMEN S. / II Is Inspector: O iiii Date: 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: Rra..... 2 , .i:6t.t' Pro ec (. t & ! (4 Typepf Inspectio : //c./ ✓rr; ;� 5V Address: J /0 ) Dat a ed., S ecial instructions: G - 7 " 1 Z `' Date wanted: aim.^ Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit \ • PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: tea . Inspe t6r. $47.00 REINSPECTIO V FEE REQUIRE at 6300 Southcenter Blyd., Suite 100. eceipt No: Date: Prior to inspection, fee must be paid all to schedule reinspection. Date: 3 G ixS Sy .�Y N e d hAwut y x e 'vim •;.t,.,. rr,MntS .. I w5 I„ W ' V1 (.10: 'rn O' W IL W IL ct` g W. I Z I—; 1- 0 Z • O W tL ~O • Z; III 0) O I- Z ' INSPECTION NO. INSPECTION REC &eI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'PERMIT NO. (206)431 -3670 Special instructions: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector L Q,$4 ,: I ' EINSPECTION REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 'Receipt No: f}, gn .I..„�Vt ."i„4i } i. k ��jj yy,, C'y. !}' �„�,.+ �w�;^ - {.�KC .,,�i� . u ri Y•L�..r �� "'� s$'!° ^ t. <' �e �Sa::trL•..a.s' i .S '+..:..ah. .e.. v.r.....:i�....c...1Syu - s 3. i 41 ats W • J V! 00 : co CO C3 W W I' (0 LL? W 0` g J: = d: 1-- W Z 1— 0 !. Z H, O 0 1 W W — 0 l .. Z 0H z P • ct: teil Type of Inspection: i J, 41,1/0$41 _ d ss: , — 69 it) 1 Date cal d: 4 n...t SOecial instrbctions: f' ' '•.''''- uate 'w te 0 1 t /-:,,- • - 1 , L....,..4 1 - R qus ter: '‘. . • INSPECTION REC • 40 Retain a copy with permit INSPECTION NO. - PERMIT NO. ; CITY'OF TUKWILA BUILDING DIVISION 1 ; 6300 Southcenter Blvd #100, Tukwila, WA 9818 t ' (206)431-3670 f,. f c 4 Po00 375 •,. Approved P'er apPileablecodes. ri Corrections required prior to aPPIoval. COMMENTS: : -• • Date: ( 0 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid `at 6300 Southcenter Blycl., Suite 100. Call to schedule reinspection. 1. . Receipt NO: • • • Date:" 4:44 a.44.1 Pr ject: /r S P G r Yso f1 T of Inspection - ry , t ✓l A dress: � ( u 31' V S D galled: c, ate /2h lied l I Special instructions: . Date w me C /2 Iini p.m. Re uester: COS_...1...1 Phone: 2 C) c0 - 25-0 l / 9 / NSPEcriON C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 6v1/11i - n v -i`i Inspector: Date: 67 2 .0 e Approved per applicable codes. 777= '''710 r 7--775 CTION REC • py with permit (206)431 -367 Corrections required prior to approval. $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t4sect; S - r s t e w Toe of Inspecgon: rcur,., , rk 5 4 1 iP se; ! 4/60 D e ca le e3 /0/ Special instructions: ��e Cc �. / i— - 4 AMi ( DAe an ley C l b ot Regl t . Phone: 90/o- S 1111 . COMMENTS!) E.--10/0/Li ` 7 $ hi S 2'! 'r-/ p; e/mdffr2-4 x.11 �A ! - .4 5 ..r �C, 44ext .0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. ! PERMIT NO. I INSPECTION RECO Retain, a copy with permit a (206)431 -3670 Corrections required prior to approval. $47.00 REINSPEC • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt, No: Date: .....o.,w+ v. t�. K...,...: rx:. t.. x,. ax• �s�: 4 '+; ra:. ra13�. t. S�£t,'4u:a.r.tsa4:ti.;G;::v «:�; +k5�{. ;a.1w!i'aS . iJ.*X'•#ds. tY?:if 544 �:r '3:• • 4:Jcd#£i 617aauYr9o:U "pit: ix 0• co p W _co z; J � W O IL. Q 0 ' = W H = z �. 0 w ~ O N' 0 H W W ; H r; LI Z U � , F= Z. ~ Z Pr ec : : _ A 1 1 � {'l of 44 . ecti / : INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. JrA 1 $47.00 REINSPECTION FEE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 / INSPECTION RECO ,e Retain a copy with permit • Corrections required prior to approval:. •{�_q�: �a{, j!°L wpv9�3�,�Ci�.�R " �rsMTufl.41. V.l.Ca Sli(t�idtiR.1:' « .`.;• tiA; i�' � :...::LP.'N."7YFS�L (.1 ..t ✓,.. .r. t .�,rv�.. sF+ .+:YUteu'AYu4Y.�k.a.. p fdl w.n9 1114 4 , 'u.t vo4 �u, "s. H,�kl�V:4i+'�.4ia'�sdr�4low flG.11n.;.,!4 4 .`'r".[h ".k..44g rX �Ua c 0 : W W: J, N Ili }} J co 3 =0 I- W I— O Z H' W W 0 '0 1— ` Z 0 U .. z U � 0 z Pr.'ect: ' Type of Inspect on: `) Address: � P ate canes:" pecial instructio s: Date wanted: a. ty- O/ ..l. Reques Poe: 5) Le31 14''Oaf? E Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 PERMIT NO. (206)431 -3 .11-Corrections required prior to approval. COMMENTS: r)t,, n � -4 \h� yv e vt:ot CA. Cc,v‘ r%P ' Inspector: < Date: j_ 1.2 ID $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:.4.'.611 ?,r.Jtid +.t •S! ait..''S�.Kmy Y' Aiit: r" uS. h w. z» iFw aaii ,45L`.'U'3'xYHbiiFJ)�tiiliiPa ,4g N.,'tG..p.v:.: + aai;hivS.:r- W.,V''- s,3k Project: �J 7 .(.1 Type of Inspect} on: r"-; i "Ira Al Address �� / - -y/ c0 Date called Specia i structions: A Date wanted. �a m — b/ .," Requester Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. 1.7e,va.3zsl PERMIT NO. (206)431 -3670 Corrections required prior to approval. MENTS: f—v El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 '�iFBY.f:�ls " .. Z 1 tY o 0) 0 . co J F ' y LL uj g J' = I•- _ H o w D w w Ui . W U= z 0 I— Projec y.�+ AtnAE(-,ei ' 1. -Secl Ty a of Inspection: n /I ` - 0c)" ,fib JYknS Da c lied: 3 ( . Address: ,/ C Special instructions: Date wa ted: a.m. 3 -2 of �l Requester: j,Qw (, :: Inc. 9 Phone: 75'5 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2oo - 32 . 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ho-e Jt t ) \con ) q h ot (1001 ;\ ;. b \P nn <7 4-t• ' � Pt h1t 'e6 Se. recti1\ 1 Y\ C1 j*. %O1/1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • [Receipt No: Date: sugagsm.J �titiVil . : ."_rnf- -otW — lusttte.. spit x^ =.7"1r,zakg'S.tia'! •r u a lv.t, taaA)Si. :i +'$`? ��.• Pro ect: ( 1 V Vebr.. 5 • Type of Inspg � i • FUvra ` i . ov' 1 1 1 - Address: \ (n72210 L--I 6 Ave S Date called: 3-9 -01 Special instructions: Date wanted: ? j -- 1,)-'0 / a.m. p.m Requester: rtc Phone: pproved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D2ocx - 3.25 PERMIT NO. (206)431 -3 Corrections required`priorto approval. COMMENTS: P-E> Ir11v-t Inspector`:1�� Date: 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: kuK1�.ieL'sd rs'Atioxii xtwhr'r"i1Swd. f.� . „ pi? re 11 6 J U; 00 :. w' W ' W 0 ': CO = CI W 1- _ Z I— O Z I W t1J CO 0 —: 0 H' w I— V i Z ` ti i U 0 1— 0 . -, Z Projectv) - C/ IG {PYS r� i ' 'Cv Type f Ins ec ion: bai 5 Ad ress: ef y am. . /4�3(L . Date ca led: 3 /Y /0 Special instructions: Aim-) 1 f P055 I b ex: a. ," 'c to t- p or Date wanted: /J / ;:m: p.m. R3 e9 f: 1/5 12- Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. Corrections required prior to approval. COMMENTS: v\ tvloos) �� �YJ't -P Ir' Inspector. Date: ?)-- G1-0 \ E $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: .. ,l11.�:Ll7�J4.R'1:ZLV(,yfj�j.p 1�iIV.4Ji.A'� , �.'.M.{i'96riY�"l.� , 414"'e 4. ' .wmdkk . ti t;< UtlAtaa.:3 o1.ky.Y i 4.1410 7 W . D U U) WW _ LL Q � W Z F! 1 0 Z F 11J U N' I— W W tii Z 0 o Project. t riAc\LQ Type of Inspe on: Address ce, (4 ( „ iinie Date called: ) 1.0 in 1 , f - ' Sp eidc cft t\ f . Date anted ) p.m . Req ester: LA) 1.:, r‘C_c) 1 h Phone: gs 4 0 I - (0a0 & INSPECTION REC lW Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: V i) of .6e wcU AL- a (4d2 7d4 c4/1 1 Fit.NA 1\1. (.1)/1-,/,e 'To CAA_ 1/19.14 od4 sci, r crc . 4-it-oo, 5. vi.'ca-tiv..ELA. ruff e...(tamr4A To 14 Iti Let,. - riu_tr.61A ski-p e A- 1 9-11A4- 17) Inspector: kl Date: - - El $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: ' • Nt&edikimtglaw 'A:4A ,troe z ,„ tu 6 = C.) (..) co 0 ' U) W W I: co u. w 0, g u_ < C O D LU — a 1— 0 z u j 2 n D I. u j (.) • r — 0 ▪ Z w c.) p..” O1 STRUCTURAL CALCULATIONS - USING 1997 UBC RECEIVED CITY OF TUKWILA OCT -• 2 2000 PERMIT CENTER CONTRACTOR: DO NOT USE THESE CALCULATIONS FOR CONSTRUCTION. SEE FULL SIZE 1/4" SCALE PLANS AND FULL SIZE S SHEETS FOR ENGINEERING REQUIREMENTS. «. COPY PI Check approvals ar '� e d .. rs and thatthF an h „ = o f 1 understand r ,cttQ c ;rc'� �,;.. J� . ANDREWS ENGINEERING - Structural Engineering 4924 109 St. S.W. Suite A Lakewood, WA 98499 (253) 584 -3475 14636 46 AVE. S. TUKWILA, WA FOR ANDERSON RESIDENCE Project No. 200039 Ezcco- 325 z w re 0 0 y 0 uJ J 2 F- N WO II U O �. o H. W 0 . Z W 0 0 z r. ANDREWS ENGINEERING I. SCOPE OF WORK 1 II. DESIGN CODES /LOADS 1 III. WIND DESIGN PRESSURE 1 IV. WIND LOADS 1 V. SEISMIC DESIGN 2 VI. SHEAR ON SHEAR WALLS 3 VII. OVERTURNING MOMENT 4 VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT 4 IX. HOLDOWN FORCES 6 X. SHEAR WALL SUMMARY 7 XI. SHEAR WALL SCHEDULE 8 STRUCTURAL NOTES: 9 XII. GRAVITY ANALYSIS 10 MARKED UP PLANS AND FRAMING PLANS FOR CALCS 17 PLAN REVIEWER: PLEASE CONTACT ME AT 1- 253 -584 -3475 PRIOR TO ISSUING A CORRECTION NOTICE ON ENGINEERING. I WILL BE HAPPY TO HELP YOU FIND WHAT YOU ARE LOOKING FOR OR FAX YOU WHAT YOU NEED. I HAVE ENGINEERED 2 TO 3 DOZEN HOUSE PLANS FOR KING COUNTY IN THE LAST 12 MONTHS. I HAVE WORKED HARD TO INCORPORATE ALL COMMENTS FROM EACH REVIEW INTO EACH PROJECT. STRUCTURAL CALCULATIONS TABLE OF CONTENTS STRUCTURAL ENGINEERING 4924 109 St. S.W. Suite A, Lakewood, WA 98499 (253) 584 -3475 ;a.'u , „ d 1 .;w+Lyktis"rw,« ANDREWS ENGINEERING Project: 14636 46TH AVE. S. TUKWILA, %y: Sandra Conklin I. SCOPE OF WORK Perform lateral and gravity analysis for residential structure. Mark up full size drawings with engineering requirements and attach full size S sheets with remaining engineering. II. DESIGN CODES Current Building Code as amended and adopted by local jurisdiction. LOADS: ROOF: COMP ROOF 3.0 PSF PLY 1.5 FRAMING 3.0 INSUL. 1.0 CEILING 2.5 MISC. 1.0 ROOF DL 15 PSF ROOF SL 25 ROOF- . 40 PSF III. WIND DESIGN PRESSURES "P" Exposure B, Wind Speed 80 mph Ce15 : =.62 Ce20 .= .67 Ce25 := .72 Ce30 := .76 0 to 15 feet 15 to 20 feet 20 to 25 feet 25 to 30 feet P1 : = gs•I•Cq•Ce15 P1 = 13.22.1b•ft- P2 := qs•I• Cq• Ce20 w3 : =w1 w3 = 164.38.1b•ft - ' FLOOR : FLOORING 1: PLY FRAMING INSUL. CEILING MISC. FLOOR DL FLOOR LL FLR TL wl := P2.5•ft+ P3.5•ft+ P4.1•ft wl =164.38.113q t w2 := P2.5•ft+ P3.3•ft w2 = 117.47.1b•ft 1 0' to 15' 1.0 PSF 2.0 2.5 1.0 2.5 1.0 10.0 PSF 40 PSF ,50 PSF qs := 16.4• lb ft I := 1.0 Cq: =1.3 Wind Pressure (psf) Height Above Ground P3 := qs• I• Cq•Ce25 P3 = 15.35.113q t P4 := qs• I• Cq• Ce30 P2 = 14.28.1b•ft 2 15' to 20' P4 = 16.2.1b•ft 2 IV. WIND LOADS PER FOOT LENGTH OF STRUCTURE w4:= P1.9.5•ft w4 = 125.57.1b•ft l w5 =w4 w5 = 125.57•Ib•ft w6 =w5 w6 = 125.57.1b•ft 20' to 25' 25' to 30' w7:= P1.10•ft w7 = 132.18.1b•ft 1 Job No. 200039 2/14/1900 1 of 21 30',to 40' . t. S�tiv. ve. h. t^ crs�a� :.iFE#.1,'Jdl:.�tirVlilN.•6tA are '�i:.`.cr.2e: ANDREWS ENGINEERING f Project: 14636 46TH AVE. S. TUKWILA ~?► ;By: Sandra Conklin SEISMIC LOADS: SECTION 1630.1.1 DESIGN BASE SHEAR: Ca: =.36 Determine w1 Determine w2 Determine w3 w1.1.5 =139.9111A I w2' 1.5 = 202.5.1b• ft 1 w3.1.5 = 2023.1b•ft 1 v 2.5 CaI R Design Base Shear = 16% of the dead weight of the structure W := 29.15 + 104.5.3 W = 570 Weight per linear foot Roof 10 psf Walls wl : =Wv wi = 93.27.1b•ft 1 ft ." W := 46.15+ 104.5.3 W =825 Weight per linear foot Roof 10 psf Walls w2 •:= W v lb w2 =135.11).0 ft W := 46.15+ 10.4.53 Roof 10 psf Walls Determine w4 W := 26.10+ 10.8.5.3 Floor 10 psf Walls Determine w5 W := 46.10+ 10.4.5.4 Floor 10 psf Walls Determine w6 W := 24.10+ 10.9.5.2 Floor 10 psf Walls Determine w7 W := 24.10 + 10.9.5.2 Floor 10 psf Walls SEISMIC LOADS WITH .1.5 REDUNDANCY FACTOR w4.1.5 = 126.41•lb•ft w5.1.5 =157.09.11)q t w6.1.5 = 105.55•lb•ft 1 w7.1.5 = 105.55.1b•ft -1 SEISMIC LOADS CONTROL LATERAL DESIGN v = 0.16 need not exceed this formula W = 825 Weight per linear foot w3 := W.v. lb ft Z : =.3 R : =5,5 I := 1.0 W =515 Weight per linear foot w4 := Wv w4 = 84.27•lb•ft ft W =640 Weight w5: =Wv w5 ft W =430 Weight w6: =Wv w6 ft W =430 Weight w7: =Wv w7 ft w3 = 135.1b•ft 1 per linear foot = 104.73•lb•ft 1 per linear foot = 70,36•1b•ft 1 per linear foot = 70.36.1b•ft 1 Job No. 200039 2/14/1900 2 of 21 ND: Cow -I NIL w Nd I-w Z ul ZZ of ' o 0 (a; • DH w wt I- —' I - Z' to 0 Z ANDREWS ENGINEERING ; eroject: 14636 46TH AVE. S. TUKWILA, - , By: Sandra Conklin 4 "VI. SHEAR ON SHEAR WALLS LI : =22•ft L2 : =24•ft L3 : =26•ft L4 := 13.75•ft 2nd Floor Shear Walls Wall AA: Laa : =16•ft wl•L1•.5 vaa Laa vaa =64.12.11A I Wall EE: Lee : =11•ft w3•L3•.5 + w3•L4•.5 vee Lee vee 243,92•lb•ft Wall A: La := 15•ft • w4•L1••5 +vaa•Laa va := La va = 130.2•1b•ft Wall D: Ld : =10• ft vd := vdd•Ldd+ w5•L3•.5 Ld vd = 311.65•lb•ft Wall G: Lg: =4•ft _ w7•L2• +vffLfl'•.5 vg Lg vg = 327.11.1b• f3 1 Wall BB: Lbb : = 20• ft vbb := wl•L1•.5 +w1•L2•.5 Lbb vbb = 107.26•lb.ft 1 Wall FF: Lff : =8•ft w3•L4•.5 vff Lff vff =116.02.1b•ft- Wall B: Lb: =20•ft Wall CC: Lee . =31•ft wl•L2•.5 vcc = Lcc vcc =36.1b.11 vb :- w4•L1•.5 +w4L2•.5 +vbb•Lbb Lb vb = 204.18.1b• ft 1 Wall E: Le: =6•ft w5•L3•.5•.5 ve :_ Le ve= I13.45• t:0ft Length Between Shear Walls Wall F : Lf := 10•ft Wall C: Lc := 44•ft vf = 535.3.1b•ft Wall DD: Ldd := 8•ft vdd := w2•L3•.5 Ldd vdd = 219.37.1b•ft 1 w412•.5 + vcc•Lcc vc Lc vc = 48.1b•ft 1 vc•Le = 2130.55.1b Job No. 200039 2/14/1900 3 of 21 `f _ vee•Lee;- w5•L3•.5 + w6•L2•.5 + vff Lff•.5 Lf ANDREWS ENGINEERING Project: 14636 46TH AVE. S. TUKWILA 1 , 1 13y: Sandra Conklin VII. OVERTURNING MOMENT ON WALLS 1-1W9 := 8•ft Shear Length Wall A Lal : =15•ft B Lb 1 : = 20• ft C Lc1 := 22•ft D Ld1 := 5•ft E Lel := 3•ft F Lfl : =10•ft G Lgl := 2.ft HW9 := 9.ft AA Laal : =16•ft BB Lbbl : =10•ft CC Lccl: =31•ft DD Lddl: =oft EE Leel : =10•ft FF Lffl: =8.ft Overturning Moment OTMaI := va•Lal•HW9 OTMbI : = vb. Lbl•HW9 OTMc1 : =vc•Lcl •HW9 OTMdl : =vd•1.d1•HW9 OTMe1 := ve•Lel•HW9 OTMfI := vf•Lfl•HW9 OTMg1 := vg•Lgl•HW9 OTMaa 1 := vaa• Laa 1 • HW9 OTMaal = 9234.1b• ft OTMbbI : =vbb•Lbbl•HW9OTMbbl = 9654.1b• ft OTMccl := vcc•Lccl•HW9 OTMccl = 10073.45•Ib•ft OTMddl : =vdd•Lddl•HW9 OTMddl = 7897.5•1b•ft OTMeel : = vee• Lee 1 • HW9 OTMeel = 21952.84.1b• ft OTMff1 : =vff•Lffl•HW9 OTMffI = 8353,12.1b•ft VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT Shear Dead Load on Wall Wall Roof Wall 2nd Floor Walls AA1 DLRFaaI := 2. ft• 15 lb •Laa1 ft 2 DLRFaa l = 480.1b BB1 DLRFbb1 : =2.ft. 1 l b •Lbbl ft 2 DLRFbb I = 300.1b CC1 DLRFccI : = 2•ft• 15 lb •Lcc1 ft 2 DLRFcc I = 930.1b DLWLaa1 := HW9.10• lb •Laa1 ft DLWLaa1 = 1440.1b DLWLbbI . =HW9.10 — . Lbbl ft 2 DLWLbb1 = 900•lb DLWLccI =HW9.10 lb •Lccl ft 2 DLLWLcc 1 = 2790.1b OTMa I = 15624.1b• ft OTMb1 =32668•lb•ft OTMcl =8522.18.1b•ft OTMd1 = 12465,82•lb•ft OTMe1 = 2722.91.16.ft OTMf1 = 42824.05•lb•ft OTMg1 = 5233.7.1b•ft Dead Load Resisting Moment DLaal := DLWLaaI t DLRFaaI DLaal = 1920.1b DLRMaal : = DLaal •Laal • .5 DLRMaaI = 15360•lb•ft DLbbl =DLWLbb1 + DLRFbb1 DLbbl = 1200.1b DLRMbb l := DLbb 1•Lbb l •.5 DLRMbb I = 6000.1b• ft DLcc 1 = DLWLcc 1 + DLRFcc 1 DLcc l = 3720.1b DLRMcc 1 = DLcc 1 • Lcc 1 • .5 DLRMcc 1 = 57660•lb•ft Job No. 200039 2/14/1900 4 of 21 ANDREWS ENGINEERING Project: 14636 48TH AVE. S. TUKWIIA'A 'By: Sandra Conklin DD1 DLRFddI := 15•ft• 15• lb •Lddl DLWLddI := HW9.10• lb ft 2 ft2 DLRFddI = 900•lb DLWLddI = 360.1b EE1 DLRFee1 := 2•ft• 15• lb •Lee1 ft DLRFee I = 300.1b FF1 DLRFffI =2•ft• 15• lb • ft 2 DLRFff1 = 240• lb 1st floor shear walls Al DLRFaI : =4•ft• 15• l b•Lal ft 2 DLRFa 1 = 900.1b B1 DLRFb1 := l4•ft• 15 lb •Lb1 ft 2 DLRFb1 = 4200.1b Cl DLRFcl := 4•ft• 15 l b•Lc1 ft 2 DLRFc I = 1320.1b D1 DLRFd1 := I1•ft• 15• lb •Ld1 ft 2 DLRFd I = 825.1b El DLRFeI := 15•ft• 15 lb •Lel ft 2 DLRFe I = 675.1b DLWLeeI := I- IW9.10 - lb . Lee1 ft DLWLeeI = 900.1b DLWLffI : = HW9.10 lb •Lffl ft 2 DLWLffI = 720•lb DLWLaI : =HW9• 10. lb •Lal ft DLWLaI = 1350.1b DLWLb I : = HW9.10 lb •Lb 1 ft 2 DLWLbI = 1800.1b DLWLcl = HW9.10• lb •Lc1 ft 2 DLWLc1 = 1980•lb DLWLd1 .= HW9.10• lb •Ldl ft DL WLd I = 450.1b DLWLe1 = HW9.10 - . Le1 ft DLWLe1 = 270.1b dl DLdd 1.= DLWLdd 1+ DLRFdd 1 DLddl = 1260•lb DLRMdd 1 := DLdd l • Ldd 1 • .5 DLRMddI = 2520.1b. ft DLeel := DLWLeeI + DLRFee I DLeel = 1200.1b DLRMeel : =DLeel •Leel•.5 DLRMeeI = 6000•lb•ft DLffI = DLWLffI + DLRFffI DLffI = 960.1b DLRMffl . = DLffI •Lffl •.5 DLRMffI = 384D•lb•ft DLa 1 = DLWLa 1 -f- DLRFa I DLaI = 2250•lb DLRMa1 := DLaI.Lal•.5 DLRMal = 16875.1b•ft DLb 1 := DLWLb l + DLRFb1 DLb 1 = 6000.1b DLRMb1 := DLb1•Lbl•.5 DLRMbl = 60000•Ib•ft DLo1 : = DLWLcl + DLRFc1 DLc1 = 3300.1b DLRMc1 := DLcI•Lcl•.5 DLRMc I = 36300.1b•ft DLd 1 : = DLWLd 1 + DLRFd l DLdI = 1275•lb DLRMdI = DLd1•Ldl•.5 DLRMdI = 3187.5•lb•ft DLe 1 . = DLWLe 1 + DLRFe 1 DLe1 = 945. lb DLRMe I = DLe 1 • Le 1 • .5 DLRMeI = 1417.5.1b•f1 Job No. 200039 2/14/1900 5 of 21 ANDREWS ENGINEERING Project: 14636 46TH AVE. S. TUKWILA 13y: Sandra Conklin Fl DLRFfI := 12. ft. 15• lb •Lf1 ft 2 DLRFf I = 1800.1b G1 DLRFg1 2.ft• 15• lb G1 ft DLRFgI =60•lb IX. HOLDOWN FORCES WALLS Second Floor AA HDFaal := OTMaaI - DLRMaaI Laal BB CC DD EE FF First Floor A C D E F DLWLf1 := HW9.10 lb •Lf1 R 2 DLWLf1 = 900.1b DLWLgI := HW9.10 lb •Lgl ft 2 DLWLg1 = 180•lb HDFbb 1 ; = OTMbb 1 - DLRMbb 1 Lbb 1 HDFcoI OTMccl - DLRMcc1 Lccl HDFddl := OTMdd1- DLRMdd1 Lddl HDFee1 :_ OTMeel - DLRMeeI Leel OTMffI - DLRMffI HDFffI :- Lffl HDFaI :- OTMa1- DLRMa1 Lai 1 : _ OTMb I - DLRMb 1 HDFb Lbl HDFcI :_ OTMc 1- DLRMo 1 Lcl HDFd1 :_ OTMdI - DLRMd1 Ldl HDFe1 OTMe1- DLRMeI Lel HDFfI _ OTlvffl - DLRMfI HD Feel Lfl DLfI := DLWLfI + DLRFfI DLfI = 2700.1b DLRMfl = DLfI Lfl .5 DLRMfl = 13500• lb- ft DLg1 : = DLWLgl + DLRFg1 DLgI = 240-lb DLRMgI := DLg1.Lgl•.5 DLRMgI = 240-1b- ft HDFaa1 =- 382.88.1b 1-IDFbbI = 365.37•lb HDFcc1 =- 1535.05.1b HDFdd l = 1344.37 • lb HDFee 1 = 1595.28.1b HDFffI = 564.14.1b HDFaI =- 83.4•lb HDFb1 =- 1366.58-lb IIDFcl =- 1262.63•1b HDFdI = 1855.66- lb HDFeI = 435.14•1b HDFfI = 4527.69•1b Job No. 200039 2/14/1900 6 of 21 Ut U .0; CO Oi .N W W o. J' u_ Q! = v. Z Ht Z H. . C '4 jo W W '7C U; 01 Air • - _ O F ANDREWS ENGINEERING Project: 14838 48TH AVE. S. TUKWILp ',. By: Sandra Conklin FIRST FLOOR WALLS Al. va = 130.2.1b• ft t HDFa 1:= - 83.4.1b 1 HDFbI =- 1366.58.1b B1 vb = 204.181b•ft 1 1 Cl vc = 48•1b•ft 1 D1 vd =31.1.65.1b•ft t 3 El ve =113.45•lb•ft 1 •1 , Fl of = 535.3.1b•ft 1 4 g1 vg =327.11•lb•ft 1 5 AA1 vaa = 64.12.1b0ft 1 1 BB1 vbb 107.26.1b•ft 2 CC1 vcc =36.1b•ft vdd = 219.37.1b•ft vee = 243.92.1b•ft 1 vff= 116.02•lb• 1 1 DD1 2 EE1 2 FF 2 G HDFgI := OTMgI - DLRMgI Lgl SHEAR WALL SUMMARY HDFc 1 = - 1262.63 • lb HDFd1 = 1855.66•lb 8 D @ 3 ", 2 -0 , hpand22 or hd2a, s1 or s2 HDFeI = 435.14•Ib 1-IDFgI = 2496.85•lb WALLS WITH SHEAR OVER 350 PLF ARE DETAILED WITH 3X SOLID MEMBER AT ABUTTING PANEL EDGES AND A 50% REDUCTION IN A.B. ALLOWABLE LOAD IS USED FOR A.B. SPACING. HDFfI = 4527.69•1b 10d@ 3 ", 0 -9, STHD14rj OR HD6A, S2OR S4 HDFg1 = 2496.85•lb 8D @3 ", 2 -0, sthdl0 , s12 HDFaaI =- 382.88.1b 8D@ 6 ", (2) 16D @ 6" 3 -0„ no holdowns HDFbb1 = 365.37•1b 8d @6" or 5d @4 ", (2) 16D @6 ", MTS20, SW6, sw12 HDFccI =- 1535.05.1b I-IDFddl = 1344.37•lb HDFeel = 1595.28•Ib HDFffI =564.14.1b Job No. 200039 2/14/1900 7 of 21 'CO ILI W O Z 5 Z O Hi tui , O' , 1011 = W' V , w z N F- O ; ■ ANDREWS ENGINEERING .� Project: 14636 46TH AVE. S. TUKWILA, ' 43y: Sandra Conklin 41 —. SHEAR WALL SCHEDULE ( SEE ATTACHED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Panel Edge Holdowns @ ea. End Sole Plate Nailing Wall (See Ftnt 1) Nailing (See Ftnts. 3 & 4) Anchor Bolt Spacing (See Ftnt. 2) 7/16" OSB or 15/32" 8d @ 6" o.c. (1) Side 1/2" GWB both sides 5d @ 4" o.c. with edges blocked or 7/16" OSB or 15/32" or PLWD (1) Side 8d @ 6" o.c. 7/16" OSB or 15/32" 8d © 3" o.c. PLWD (1) Side 4 •7/16" OSB or 15/32" 10d @ 3" o.c. PLWD (1) Side 7/16" OSB or 15/32" 8d @ 3" o.c. PLWD (1) Side NO HOLDOWNS REQD MTS20 TWIST STRAP HPAHD22 STRAP OR HD6A STHD14RJ OR HD6A STHDIO STRAP (2) 16d @ 6" o.c. A.B. @ 3' -0" o.c. (2)16d @ 6" o.c. A.B. @ 2' -O" o.c. A.B. @ 0' -9" o.c. A.B. @ 2' -0" o.c. Applicable Detail(s) SEE DET SW6 or SW12 SEE DET S1 OR S2 SEE DET S2 OR S4 SEE DET S12 FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" CDX PLWD, OR 7/16" OSB, APA RATED. EXTERIOR WALLS NOT ON SCHEDULE SHALL HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING AND STAPLING 12" IN FIELD EXCEPT 6" O.C. FOR 24" STUD SPACING. SCREWS MAY BE SUBSTITUTED FOR NAILS ON GYPSUM WALL BOARD NAILING CALLOUTS. (2). MINIMUM 2 ANCHOR BOLT PER WALL. 12" MIN FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4) LOCATE CRAWL SPACE VENTS MIN 6" CLEAR FROM HOLDOWNS. (5). WALLS WITH SHEAR OVER 350 PLF ARE DETAILED WITH 3X SOLID MEMBER AT ABUTTING PANEL EDGES AND A 50% REDUCTION IN A.B. ALLOWABLE LOAD IS USED FOR A.B. SPACING. Job No. 200039 2/14/1900 8 of 21 SHEAR PLF SEE FTNT 5 204 244 312 535 327 rt ux V' oO': rn � w ' W O ' 2 Z t- W W; C ) :I 'WI ;� V `'. u. F-' ,t) _ oh Z ANDREWS ENGINEERING l Project: 14636 46TH AVE. ` TUKWILA, WA :By: Sandra Conklin STRUCTURAL NOTES: (SEE ATTACHED FRAMING PLANS FOR NOTE LOCATIONS.) 1. SEE DETAIL R1 ATTACHED FOR TYPICAL VALLEY DETAILS. 2. PROVIDE ROOF SHEATHING ON ROOF FRAMING AND BELOW ALL OVERFRAMING. NAIL MINIMUM PER CODE UNLESS NOTED OTHERWISE THESE NOTES. 3. INSTALL HURRICANE CLIPS AT EVERY TRUSS SUPPORT. 4. EXTEND GARAGE DOOR HEADER TO OUTER ENDS OF SHEAR WALLS AND CONNECT SHEAR WALL SHTG TO HDR ENDS WITH 8d @3" O.0 AT EDGES AND IN FIELD. 5. CONNECT BOT CHORD OF GIRDER TRUSS TO TOP PLATES OF ADJACENT WALL WITH SIMPSON MTS20 TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GIRDER TRUSS WITH 8d © 67O.C. 12. PROVIDE SOLID 2X BLKG OR TJI BLKG BETWEEN JOISTS THIS LINE. CONNECT FLOOR SHTG TO BLKG WITH 8d @ 6" O.C. WHERE NO WALL BELOW CONNECT BOT OF BLKG TOGETHER WITH SIMPSON CS20 -R COIL STRAP. EXTEND STRAP OVER ADJACENT WALL TOP PLATES 24" AND CONNECT. 13. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, (VISUALLY GRADED PER WCLIB, WWPA): DOUG FIR NO. 2 OR BETTER, I JOISTS AND RAFTERS HEM FIR NO.2 OR BETTER UNLESS NOTED OTHERWISE ON REDUCED FRAMING PLANS. GLULAM BEAMS Fb 2200 PSI MIN, Job No. 200039 2/14/1900 9 of 21 6. CONNECT BOT CHORD OF THIS TRUSS TO TOP PLATES OF WALL BELOW WITH SIMPSON A35 CLIPS © 36" O.C. IF TRUSS IS OFFSET FROM WALL PROVIDE CONTINUOUS 2X FILLER FLUSH WITH BOT OF TRUSS AND TOP OF TOP PLATES AND CONNECT 2X TO TRUSS AND `PLATES WITH SAME CLIPS PER DETAIL R2 ATTACHED. CONNECT ROOF SHTG TO TOP CHORD THIS TRUSS WITH 8d @6" O.C. 7. STRAP BEAM END TO ADJACENT WALL TOP PLATES WITH SIMPSON LSTA36 STRAP. 8. STRAP SPLICES IN TOP PLATES THIS WALL WITH LSTA36 STRAP. 9. CONNECT RIM JOIST TO TOP PLATES OF SHEAR WALL BELOW WITH SIMPSON A35 @ 48" O.C. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 6" O.C. 10. STRAP DISCONTINUITIES IN JOISTS THIS LINE WITH SIMPSON LSTA36 STRAP. CONNECT JOIST TO TOP PLATES OF SHEAR WALL BELOW WITH SIMPSON A35 @ 36" O.C. CONNECT FLR SHTG TO JOIST THIS LINE WITH 8d @ 6" O.C. 11. PROVIDE SOLID 2X BLKG OR TJI BLKG BETWEEN JOISTS THIS WALL LINE. CONNECT FLR SHTG TO BLKG WITH 8d @6" O.C. CONNECT BLKG TO TOP PLATES A35 CLIP (1) PER BLOCK. TYPE 'A Uld N TYPE C N A TYPE D Spar TYPE E ! • ANDREWS ENGINEERING Span N N, I a I Ra Span 2/2/97 10 OF2/ XII. GRAVITY ANALYSIS: Prefabricated roof trusses are not included. Trusses to be designed and stamped by a engineer licensed in the state where structure is to be located. See the ' attached reduced framing plans for the locations of the numbered beams on the following sheels. The beam Type, (A thru H) given below beam number referes to the type of loading on the beam. See this sheet and following sheet for the free body diagram of each loading type and applicable formulas. /vfmax - Mmax - P.Span 4 Mmax - Uld•Span2 P. Span Mmax = P.a•b Uld.Span 2 8 Span Uld a b - - Ra - Span 5 R.2 \ = Lid 8 4 S 1.5.; !Uhl. -p 2 an : Uld • Fanax = - 1.5.P..5 fvma.x A &max - N . A if a<b frmax = 1.5. b P.— 1 - Span A . Span • 1.5. :Uld.— Uld + P - 2 2 A a! if a>b fvcnax = 1.5 P •- Span A • 15 ( Ra - Lid t\ - ANDREWS ENGINEERING Job No. 200039 - Project: 14636 46TH AVE. 3. TUKWILA, WA 2/16/1900 By: Sandra Conklin 11 of 21 1 DOUG FIR No. 2 Cd : =1.15 TYPE A UBC TABLE 23 -I -A -4 Fb := 875.Cd 6X8 BEAM Fb = 1006.25 Fv := 85• Cd 2 TYPE A 4X10 BEAM 3 TYPE A 6X10 BEAM Span : =6 Tw : =14 Uld : =40•Tw Uld =560 Mmax := Uld• Span2 Mmax = 2520 fb := Mmax 12 fb = 586.47 O.K. 8 S DOUG FIR No. 2 UBC TABLE 23 -I -A -1 Span : =9 Tw : =5 Uld : =40•Tw Minas Uld•Span2 8 1.5•Uld•( an .831 fv / Mmax =2025 A DOUG FIR No. 2 UBC TABLE 23 -I -A-4 Cd: =1.15 Cf: =1.2 Fb := 875•Cd•Cf Fb = 1207.5 Fv := 95• Cd Fv = 109.25 1.5•Uld•( .831 fv := 2 I Uld =200 Mmax 12 := fb = 486.86 O.K. S A Cd : =1.15 Fb := 875• Cd Fb = 1006.25 Fv := 85.Cd Fv = 97.75 A:= 5.5.7.5 A =41.25 5:= 5.57.52 S =51.56 6 fv =44.19 O.K. A:= 3.5.9.25 A =32.38 s := 3.5.9.252 5 =49.91 6 fv =34.01 O.K. A:= 5.5.9.5 A =52.25 S:= 5 S =82.73 6 Span := 8 Tw := 17 Uld : = 40• Tw Uld =680 2 Mmax := Uld Span Mmax = 5440 fb := M "' 12 fb =789.08 O.K 8 S 1.5•Uld•( .83) fv := 2 fv =61.88 O.K. A ..: ANDREWS ENGINEERING •-Th Project: 14636 46TH AVE. S. TUKWIL WA By Sandra Conklin :e. . ..^:'. 4 DOUG FIR No. 2 Cd := 1.15 A :=5.5.9.5 A = 52.25 TYPE a+d UBC TABLE 23-I-A-4 Fb := 875.Cd 6X10 BEAM Fb = 1006.25 5.5.9.5 S = 82.73 Fv := 85.Cd 6 Span := 8 Tw :=3 Uhl := 40.Tw + 80 P :=40.14.3 P = 1680 1.5•Uld• (- 1 .— / - a — nS 1.0) fv 2 A 5 TYPE A Fb := 2200 CHECK 5-1/8 X 10.5 GLULAM Fv := 165 Mmax := P. 1 + Uld. Span2 Mmax =3280 fb Mmax.12 fb =475.77 O.K. 8 1.5.[Uld.(--L- .83) + Pi fv 2 A DOUG FIR No. 1 Fb := 1350 A :=5.5.11.5 A =63.25 UBC TABLE 23-I-A-4 5.5.11.5 Fv := 85 S S121.23 Span := 15 Tw := 6 Uld := 70.Tw Uld = 420 Uld.Span Mmax Mmax =11812.5 fb Mmax.12 8 1.5•Uld. ( Span .83 fv 2 6 fb =1169.27 O.K. fv = 64.74 O.K. A := 5.125.10.5 A =53.81 S 5.125.10.52S -94.17 6 fv =66.43 O.K. Span := 15 Tw := 6 Uld := 70.Tw Mmax Uld.Span2 Manx = 11812.5 lb :_Mm12 fb =1505.23 O.K. 8 A Uld =420 fv =78.09 O.K. Job No. 200039 2/16/1900 12 of 21 ANDREWS ENGINEERING ^� Project: 14636 48TH AVE. S. TUKWIL By: Sandra Conklin 6 TYPE A CHECK 3 -1/8 X 9 GLULAM 7 TYPE A CHECK 5 -1/8 X 18 GLULAM Fb := 2200 Fv: =165 Span : =19 Tw : =1.75 Uld := 50•Tw Uld =87.5 Mmax := Uld•Span2 Mmax = 3948.44 lb :_ Mmax• 12 lb = 1123.11 O.K. 8 S l .5 Utd ( Spy .831 fv :_ ` 2 ! fv =40.46 O.K. OR 2.69 X 9 -1/2 PARALLAM Fb := 2200 Fv := 165 1.5•Uld•( 1.331 fv 2 / A A A:= 3.125.9 A =28.13 S 3.125 92 S = 42.19 6 A:= 5.125.18 A =92.25 5: =5.125I8x S= 276.75 6 Span := 24 Tw := 7 Uld := 50• Tw + 4.40 + 80 Uld = 590 Mmax := I1ld Span 2 Mmax = 42480 lb := Mmax. 12 8 S fb = 1841.95 O.K. fv = 102.36 O.K. Job No. 200039 2/16/1900 13 of 21 ANDREWS ENGINEERING Job No. 200039 .Project: 14636 46TH AVE. S. TUKWILA, • :by: Sandra Conklin 2/14/1900 14 of 21 4x6 POST SUPTG BM 7 Doug Fir #2 Table 23 -I -A -1 Fc := 1300 Fc =1300 Pr := 7000 C fa := Pr A FcE Fc 2•.8 = 0.73 g LONG STUDS AT SIDE WALL Doug Fir or Hem Fir Stud Grade (2) 2X6 Table 23 -I -A -1 Fb := 675.1.67 Fb = 1127.25 Fe := 800.1.67 Fe =1336 Design Wind pressure on stud P4.- Mmax :- 12 8 Pr:= (27.5).2 Pr = 7000 fc = 363.64 psi C =0.89 O.K Mmax = 1322.35 A:= 5.5.3.5 A =19.25 5.5.3.52 S:= S =11.23 6 Fc l := Fc. FcE . _ .3.1400000 ( 1-1.12 \ 2 3.5 J •FcE ' C- C Fc .8 A:= 2.1.5.5.5 A =16.5 5:= 21.55.52 S =15.13 6 H : =8 FcE = 558.27 ' Fc l =496.81 H: =17 qs : =16.4 I : =1.0 Ce15 := .62 Cq : =1.2 P4 := gs•1•Cq•Ce15 P4 =12.2 psf wall elements tb Mmax. 12 fb = 1049.14 S Pr =55 d1 +1/2 snow +wind load combination ANDREWS ENGINEERING Project: 14636 46TH AVE. S. TUKWILA, 'Th ;By: Sandra Conklin f c : = Pr A I + FcE Fc 2•.8 2 fb � Fc1 4' - fc Mmas := P4.5•112 8 Pr:= 27.5.1.12 fc := Pr • A 1 + FcE C Fc fc ) �FcI / 2..8 FcE th - 0.95 fc =3.33 psi C =0.77 - 0.94 `9 LONG STUDS AT SIDE WALL Doug Fir or Hem Fir Stud Grade (2) 2X6 Table 23 -I -A -1 Fb := 675.1.67 Fb =1127.25 Fe := 800.1.67 Fe =1336 Design Wind pressure on stud C =0.79 O.K qs : =16.4 I := 1.0 Ce15 : =.62 Cq : =1.2 P4 : =gs•I•Cq•Ce15 P4 = 12.2 psf wall elements Mmax = 1952.26 fc =13.33 psi Fb• (1 - f0 FcE) O.K Fcl : =Fc. A:= 3.1.5.5.5 A =24.75 S:= 3.1 S. =22.69 6 Fcl =Fe. • := 3'1400000 FcE H ( (1 2 I5.5 FcE ' C- C - .8 lb = Mma.Y•12 fb= 1032.6 S Pr =330 d1 +1/2 snow +wind load combination FcE - 3.1400000 1 /H.12 \ 2 j 5.5 ) FcEIS C- C2 Fc .8 FcE = 305.29 Fc 1 = 289.3 H: =16 FcE = 344.65 Fe l = 323.91 Job No. 200039 • 2/14/1900 15 of 21 t c .J:tN�t ,gin 2tr :;fk,!i1 ANDREWS ENGINEERING Rroject: 14636 46TH AVE. S. TUKWILA, V By: Sandra Conklin 10 TYPE C 6X10 BEAM Span : =6 Tw: =5 Uld : =50•Tw +6.70 P:= 40.4.14 P =2240 Mmax : = P. Span Uld Span 2 4 8 11 TYPE A 4X10 BEAM DOUG FIR No. 2 Cd := 1.15 UBC TABLE 23 -I -A -4 Fb 875•Cd Fb = 1006.25 Fv =85.Cd 1.5•[Uld• (Span fv : = 2 DOUG FIR No. 2 UBC TABLE 23 -I -A -1 Mmax =6375 A .83) + Cf: =1.2 Fb := 875•Cf Fb = 1050 Fv: =95 Span :=6 Tw : =13 Uld := 50• Tw Uld =650 Mmax :- Uld•Span2 Mmax =2925 lb := Mmax• 12 fb = 703.25 O.K. 8 S 1.5•Uld•( .831 fv :_ `2 I A i A := 5.5.9.5 A =52.25 5.5.9.5 S := 6 lb = Mmax. 12 tb = 924.7 S fv = 65.35 O.K. S= 82.7 O.K. fv =73.89 O.K. A = 3.5.9.25 A =32.38 5:= 3.5.9.252 S =49.91 6 Job No. 200039 2/14/1900 16 of 21 zia;m1:'i4r14:44,A ...dkg i,. 'dS.. ii4tFJe ..}4.11...itih(tA..ri it «ir co G ' • COW1 W Or LL Q+ O , z Hl O -f. W • —0 •W U H= 0 ~` C3 co WIC 1■1 i aa11111I♦iiai . i�'a I•'RIO MI II}�I11111 R1111l11111• Tmwwwaw �I1.��If11E1�l.1llil.� �!Iww'wllwi — Iw��' w. w '��Iwl �l'w. —■ •:R I♦I 1111111111111111111111111111 l♦I♦ :II �'I♦ill�i,U iR'ti 1111 G r" IiII.tti�t l'Ri — w �w't�i i wryn ��.w.wlt�.�t w'� 1/f71w�A'.�I�• w•I♦:I . I`AMI♦,I111111 �W III,11il♦,I ♦ i �:� •MIEM1111•1•1/ Z•I Val 11•111.111111:111111.11=1 swam =rum w :inom9wlw'•ANEIw — ea rw:wlimuwsw gm No n miemleseremegenowt.N111 INIT=.4.E1•1•1111,•1111114/ if MI ■ N w ••••11,I•tw u111\1' MIT tt••1111Ct= rf 111 •11111 1 STos JIA1111RaWls :RIIIr 4 '. w'1�1AlIwNRU 'w �«14 AV1 =m Ott • �' siL�O o11 D.�,1=1.11 a AN'. wtL1011114nuu sn i '_713/16X3'418 1. Y CIACLE TOP ANDERS / Man 6' - 10" OPEN TO BELOW 22' -3" r 7 -OW' 3' -51'" 5' -6" FAMILY ROOM 7' -145 8' -1145" DRAWING 04 OF 08 CUSTOM HOMES ASSISTED CUSTOM CONSTRUCTION, INC. UPPER FLOOR LAYOUT' URAAN l0H CASEY ANDERSON RENSIONS DATE er OR BT 8/09PM OA It 8/31199 SCALE: 1/4" ' 1' — U 9 102I199 1030199 11/16199 ALAN ALAN ALAN ALAN ALAN ALAN EVERY ETTORT HAS BEEN MADE TO .0.010 ERROR PREPARITCN C: NS PLAN, HOWEVER, D4E OESE CANNOT GUARANTEE AGAINST HUMAN ERROR ANC NO PESPCNSBRETY FOR ANT DAMAGES, IHCWCIN STRUCTURAL FAILURES. DUE TO ANY DERCIEHCIE: GUIS9ONS. OR ERRORS IN THE DESICTL ANT OAS ANCT IN 119E PUNS SHOULD BC BROUGHT TO D- ITCH OF 719E OESI■IEO PRIOR TO COMMENC RAG M THE RESPCH$BIUTY OF Ski. DESIGNS FOP DIES PLANS SHALL CHO NIH THE TSSUAJICE Or A DUI 'W.AWY81EctKIPA IYE, 4 d. 1 01TIIA!.`'4'a�'i. ' 41.471.4 �IfYI��IG�ItI�I��1�I�i •1��J1•— I1•1111I1111111111I111=1111•11111I11MII ar - ■ dl1IMCIIIIIIIIIMININIIMIIIMINATII L.7 MIN MI ION ".......7 MEL d.11111111•1 MN wow 1>_ mom moms mommtamin■1 1ww1sma mos _i- 1•I NIMI — 11111f a'4 ∎1•1111111■111111111.1•111 VAIIl I i=MIW1!_tlIIIIIIMMIM 1 ■,[♦ IOYI111•11I=11111y&S111111111♦I 1.111111111•111■1 \'•It♦ WVIIM■1I11111111111MMINII=1I11MININIMPAMIN6 /1IIIlIll♦MINV al�t♦It� 1 �l��l�l�t♦I�I/It•IIMII♦I�f�l �I� 1� 1tt1 �Y�,I �1 ∎1MINII M1aINIEMIN17111•1111M/MMIIMsfIIIIMlIIIMINIMl !•I1/0/ I=11I111•1I1111i1ir /I1■I■1111111NM1 11111•I111111111M11ItlIIMMIIlIM!•IINIIMIII; ••••0111•11.1Y t111MONIMILl♦1M1.1 GAS FIREPLACE V 2'-0 -. ` __\ . 46' -3" 2' -10" 12' -2+" r 6' -2" 6' Ito BEDROOM 02 LIVING ROOM 14' -0" 6' -0" X 3' -0" u,t�,:h';G ii wh.�l w,sWE'x11a7.ir '16zC'.ZlSll i= 3' -0" 5' -3" d'-s1/2" O% ' 4' -716" 5' -10" 2' -0" 2' -8" 3' -8" . 7313 10' 2' - 8" 16' I" 2 CAR GARAGE UPPER FLOOR 1 t' -0" L. 2 24' -0" 5' -5' 5' -0" X 3' -0" G 48' -3" [VAIN TOO MASONS CASEY ANDERSON O, or iG 0 S anu/00 I AI AN tommsofteratenanif ,..,,. ,. _..._ urar. sra�s^+A�,:er.. eo<. e�eausa *x�.xan.,rv»rm"rKmomo•.*.mr,mn 0 rno - w WI J r co w 0; g --I = d ' F _ Z 1- a z � co w w` f- ill W - z U N 0 z 2 X 6 HP 12 OVER FRAME ,ENGINEER TRUSSES m 24. O.C. FASCIA . VERAANO ATTIC ACCESS 6:12 6:12 1' -6' SEE SHEET 06FORLOWER ROOF HEADER CALL OUT. 6XIOFM2 Z H-i W' n U o ' ; OH� W W' = U; : O, z: w L H I/4• TAG PLYWOOD OROSBSHEETED; P.T.4 X4 POSTS TYP. 4X10OF.62 BEAMS TYP. CRAWL SPACE - 1260 SQ FT i P.T 2 ® X 8 M 2 DECKIOLSTS l 2 x 6 P.T. MUD SILL FASTENED TO ! 8' X 4r CONCRETE FOUNDATION WALL WTTIH UT' X IV i.BOLTS 6 s O/C MLY. 16' X r CONCRETE FOOTING'S TYP. SEE SHEET (B) SECTION (2) 8' FND. WALL, I j Ur X 8' SCREENED VENTS TYP. 22' -3" 24' -0" 2"X2'XS'IS• TED FOOTING 4 X4 P.T. DEC POST 4X8P.T.42: MS 4' -2 4' -9tb' 14' -0" 9' -2 0 Md r 6' x z -' X 8' ISOLATED FOOTINGS 6 X 6 P.T. DECK POSTS o ' CUSTOM HOMES ASSISTED CUSTOM CONSTRUC TION, INC. FOUNDATION & MAIN FLOOR JOIST LAYOUT DRAM ion CASEY ANDERSON Pon; B r SAFE LATE SCALE: I /4' . 1' -U' BENSONS DATE or 8/09/99 801039 9/30'99 1021039 1080039 1 1/26039 ALAN ALAN ALAN ALAN ALAN ALAN DRAWING 05 OF 08 6 -6" -S 10=5 11' -0' MAC! FLOOR - 1260 SQ FT UPPER FLOOR - 1290 SQ FT TOTAL HEATED AREA 1.150 SQ FT 10' --•Li 6' -6" N 1 r NOTE: E'hRY ErRRr MAO BEEN MADE TO AV0.0 ERROR PREPARAT,ON C9 T111$ PLAN, HCMESSR, 1OE OESIU CANNOT GUARANTEE AGAINST HUMAN ERROR AND NO PEERCWSBIUJY MR ANY DAMAGES, INCLMOR■ STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES, CWSBONS, OR ERRORS IN 103E OE9GN. ANT DISCI ANCI IN TOE PUNS 91OIAD BE BROUGHT TO ME NON OF 191E DESIGNER PROP TD COMUENCING MCI 191E RESPONSIBILITY OF SAY. EEFGNS TSP DIESE PLANS SHALL END WIN ME ISSUANCE CF A BUILD NO PESPONSITHUTY FOR ANY °ABASES INK ASSISTED CUSTOM CONSTRUCTION, INC. STPUCTUPAL FAIWHES5 DUE TO ANY OUZO 1.0.0.0 WISDOMS, OR ERRORS IN THE COO N MCI IN THE PUNS SIDEIO BE BROUGHT UPPER FLOOR JOIST LAYOUT TION Cf THE DESIGNER PRIOR TO COBUEHC THE RESPOWROUTY OF SAY. CESCNS FOF PUNS SHALL END TFM THE ISSUANCE OF 6XRDFF2 `0V1010101. • 4XI0DF#2 DECK ROOF 6X8DE021 4 P.T. J 4X4P.T.; POST ' 4X4P. POST K • I I !IiI !I IIll X 2 64 X 9-U2 PARALLAM PSL USE SIM1 SON LUS210 HANGERS 6X8DP \\ :•^�•.\ \1`RS=Iisccaa �. \ \ \^i=S==eaaaa. \\ \ \ \�C=S==2 4X4P.T. 4X4P.T. POST POST X 6XBDFN2 6XRDFN2 6X5DFN2 5- X 16 PARALLAM PSL BEAM USE SIMPSONLU5210HANGERS — SS CCCZSl.\ N.MCC%CCZI \ % \ \CCCCIC NNN.• 3.12X9 -U2 STRAND D LSL CONTINUOUS BEAM K k ,.;hYMk��SiKn.ri+a•irtid:�x` n;i3itakl:it ly .iu,T;';kk TRTPDEPO R REv1S•LWS NOTL DRAWING a a A OA rE e e. OF 08 j ♦ D DArt E EMERY EFFORT HAS BEEN BADE TO A\OID PREPAPATON CF THIS PUN, HOWEVER, TM `"� IN' C 6XRDFF2 `0V1010101. • 4XI0DF#2 DECK ROOF 6X8DE021 4 P.T. J 4X4P.T.; POST ' 4X4P. POST K • I I !IiI !I IIll X 2 64 X 9-U2 PARALLAM PSL USE SIM1 SON LUS210 HANGERS 6X8DP \\ :•^�•.\ \1`RS=Iisccaa �. \ \ \^i=S==eaaaa. \\ \ \ \�C=S==2 4X4P.T. 4X4P.T. POST POST X 6XBDFN2 6XRDFN2 6X5DFN2 5- X 16 PARALLAM PSL BEAM USE SIMPSONLU5210HANGERS — SS CCCZSl.\ N.MCC%CCZI \ % \ \CCCCIC NNN.• 3.12X9 -U2 STRAND D LSL CONTINUOUS BEAM K k ,.;hYMk��SiKn.ri+a•irtid:�x` n;i3itakl:it ly .iu,T;';kk a L Y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1. e • I J DEC -03 -2001 11:36 November 12, 2001 S Cli t Crain PrimeSource BP • BMC WEST CORP KENT PRIME BUILDING P PRODUCTS, INC. AN ITOC'HU COMPANY To whom it may concern, PrimeSource Building Products, Inc. sold and delivered product number 112EGJ5T5 to our customer BMC West at 1720 5. Central, Kent, WA 98031. Our customer, BMC West then sold and delivered said product to their customer K.C. Anderson Construction. BMC West delivered the product to the deck project sight at 14636 - 46` Ave S., Tukwila, WA as told to me by James Reynolds. The product sold to BMC West is the PrimeSource Grip Rite electro- galvinized joist hanger nail 11/2" x.148 which meets /exceeds the ASTM specificat - B • 3 Type II. Please see attached ASTM designation copy. RECEPIED DEC 17 ?In COMMUNE t DEVEI_OPMEI 8247 S. 194TH STREET • KENT, WASHINGTON 98032 253 437.1606 • FAX: 253 437.1607 253 854 0065 P.02/03 i. DEC -03 -2001 11 :36 November 9, 2001 To Whom it my Concern: 1BMC WEST CORP KENT r BUILDING PRODUCTS, /NC. ANT1'OCHU COMPANY This letter confirms that collated nails distributed by PrimeSource BP. Under the brand Grp - Rite are manufactured in accordance with Federal Specification FF -N- 1058. Other specific code compliance's are as follows •- z 1- ur uj U0 O al Materials & Tolerances = w As required by ASTM Designation F1667 -95. "Standard Specification for Driven x 0 Fasteners: Nails, Spikes & Staples," Supplementary Requirements -- January 1996. _ Z Nails manufactured to these specifications can be classified as "Engineered ui UN 0 Construction Nails ASTM 1667". 0 � ; IC Domestic 210 full round head framing nails manufactured for PrimeSource by Golden State Nail, arc ICBO approved and are so indicated on each carton (IWP AD -ICBO # 2843). Electra -- Galvanizing Plated & coated to ASTM Specification 8633 Type IL Mechanical Galvanizing Plated to ASTM Specification B695 -91 Class 50 Type ii. ASTM 8695 -91 Class 50 meets or exceeds required zinc thickness & weight of zinc per square foot of ASTM A641 -82 Class 1, Zinc — Coated (Galvanized) Steel Wire - Galvanized collated nails with Metro Dade Logo & PA114 on the carton have passed metropolitan Dade County Building Code Compliance Office's Protocol PA114 appendix E, "Corrosion Test Procedure For Fasteners, Batten Bars & Stress Distribution Plates". Stainless Steel Manufactured from 304 stainless steel unless otherwise noted. High Carbon Manufactured from C1030 steel wire unless otherwise noted. 253 854 0065 P.03/03 pg ' w J N LL! W O u. co _a H ui Z F; z October 5, 2000 Casey Anderson 4712 South 144th Street Tukwila, WA 98168 Dear Mr. Anderson: RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -325 Anderson Residence 14636 — 46th Avenue S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 2, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: 1. Provide contour lines on site plan. Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the following: 2. Provide civil plans as outlined in the attached packet. 3. Provide separate cut and fill volumes. 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. Revisions must be made in person and will not be accepted through the mail or by a messenger 'service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, n4a— Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -325 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 ynwwae. nw-R^. FC. Mww .xrt.n+.cs�.wT•swaM.i''^�+�A`�'N Revision No. Date Received Staff Initials Date Issued Revision No. I Date Received Summary of Revision: Staff Initials Received By: Date Issued Staff . ..: Initials I I Summary of Revision: • Received By: - Revision No. Date Received Staff Initials Date Issued Staff Initials • - - - .... I � Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials Staff Initials Summary of Revision: Summary of Revision: Received By: PROJECT NAME: Site Address: 1''1 rs3 ( Li & i-w S - - • Original Issue Date: G--b Revision No. :1- Summary of Revision: Date Received %Ipw� ReSi ccQ.Nee PERMI - NO:. Z LS REVISION LOG Staff Date ' ' 'Staff Initials Issued Initials tO Received By: (please print) pl ease print) i (please print) (please print) (please print). mo J o . U to 0 to W 0 g u_ � 1- _ Z �. 0 z � CI I` = U '. 0 ; id z, -- I-- z I Revision No. • • Date Received Staff Initials Date Issued Staff Initials Summary of Revision: • Received By: PROJECT NAME: Site Address: 1''1 rs3 ( Li & i-w S - - • Original Issue Date: G--b Revision No. :1- Summary of Revision: Date Received %Ipw� ReSi ccQ.Nee PERMI - NO:. Z LS REVISION LOG Staff Date ' ' 'Staff Initials Issued Initials tO Received By: (please print) pl ease print) i (please print) (please print) (please print). mo J o . U to 0 to W 0 g u_ � 1- _ Z �. 0 z � CI I` = U '. 0 ; id z, -- I-- z ACTIVITY NUMBER: D2000 -325 DATE: 10 -2 -2000 PROJECT NAME: CASEY ANDERSON RESIDENCE SITE ADDRESS: 14636 46 AV S. SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B Division Fire evention lb..?/ 4c) P blic +i W rks Structural td ID - -u? DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 1 � 4 J. 4. TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: ■KKOUItAOC srr9 PERMIT COOK PLAN REVIEN/R�� �fING SLIP Incomplete Approved with Conditions Approved with Conditions n Plannin Division Al (o -3-eb Permit Coordinator DUE DATE: 10-3-2000 Not Applicable No further Review Required DUE DATE 10-31 -2000 Not Approved (attach comments) ri DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D2000 -325 PROJECT NAME: ANDERSON RESIDENCE SITE ADDRESS: 14636 46 AV S Original Plan Submittal DATE: 10 -30 -2000 SUITE NO: XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui ding Division Ng AUX/ U -24 -03 Publ'c Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 'PKKOUIL.DOC srro Fire Prevention 10•3D-ou Structural Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Planning ivision & !o - 31-iso Permit Coordinator DUE DATE: 10-31 -2000 Not Applicable No further Review Required I I n DATE: DUE DATE 11 -28 -2000 Not Approved (attach comments) I DATE: DUE DATE Not Approved (attach comments) n DATE: z • w QQ ▪ e • W5 0 0 Co 0 W W - LL w 0 : g Q w , 2 Z I0 — 11J ui 0 I- w W r - - O z; U N F - = 01--. z "` DATE: 05 -08 -01 ACTIVITY NUMBER D2000 -325 PROJECT NAME: ANDERSON RESIDENCE SITE ADDRESS: 14636 46TH AVE S SUITE NO Original Plan Submittal Response to Correction Letter # X Revision # ' 1 AFTER Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: 6 Pu D }vision IcWorks -45l Complete Please Route PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR ,CORRECTIONS: (ten days) ■11010U11.DOC Fire Prevention Approved N' Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 05 -10 -01 Incomplete U Not Applicable No further Review Required DUE DATE 06 -03-01 Not Approved (attach comments) II n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: jy r oM T COORD COPY J U; U 0; rn w 0! w ? z� DO • O— O Hi U ! , LL . . z U - 0 z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 C "n 30 X 7 PlanCheck/PermitNumber: D2000 -325 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued Project Name: ANDERSON RESIDENCE Project Address: 14636 — 46 Avenue S Contact Person: Casey Anderson Phone Number: Summary of Revision: et 5 G v' v-€ v r kAi c) � ) 1 c lef : c / 2 17r' y � ) ze,44 -�rf l aR ,"J �t a '� vim-- &-J( J 411 5 i 1 �G'c t v►� ` 7� 5 %1 cJY �(�c� —`�'�, r i? v a�i r 1 C� �+ l e'�) �, ti - 1 fehr rn -r 'r )` p t h S w-i 1 -4'i & e3,ii S -e-r .e 4 RECEIVED CITY OF TUKWILA OCR 3 A 2000 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on ID -30 -030 10/05/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date 11% % 3 2- 00 Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # '1— after Permit is Issued Project Name: 14 Y1 Project Address: I l ib 7 W6 14 v �. Contact Person: C e. s ''- Phone Number: 66 0 50- // 9 Summary of Revision: Y>✓n'k) kr8,e da ild -ttoo r'' 1"' a nent St 5, The wa,LI 1 he r f /azecl 10 z edo - -1 2,43 -u a,rcPy^a ` 5 vvt 140 A 1' s -e fe.r aft ash - / e,nC 71151r tA 5' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 6 /e // Plan Check/Permit Number: D 00 — 3 5 RECEIVED CITY OF TUI<wI' A MAY 0 8 2001 PE CENTE08 /30/00 z 9 U O; O 0, W W F ul0; g Q _ w , I Z F z O H: 2 U 0 ift AD Y 0 F- =W ii z U N 0 �. z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Fgi4-.Ct43.1. nwxylikrA4tvonalmm.nit14 ^i!v Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /' 3 %/ 9 3-00 1 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued 14 v1 f 5 c)1'1 G S ii Project Name: 1n Project Address: 1 y�7 2 W6' 14 v-e_ �. Contact Person: C Summary of Revision: Y e 1c i r J cr e� rid . •-1,51, ►^ w`r2 ` ad j aces. + 42,N‘5, J 1 ,nn� he n r�lazed w, i z ev -and - 122,, ,�e,ei 4. u a,rriya.i ( S S m /`to►d c As.-e_r w--, .1 p ro VicLeci ea i✓t a�h en ;�l r ti ?IT - c`i��'►5* 5 Entered in Sierra on Plan Check/Permit Number: D 0067c 3 . 5 Phone Number: co of Iv h00 Ni 3 p 2001 socl- 66,' 50. -)/9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RECEIVED CITY OF MAY 0 8 2001 PERMIT CENTE08 /30/00 rt l424 % L.iSYii;�x1iL:�ia tiktYt.+44. +�'�s'cs. ,w 4:5:tit,t THE GRANTOR: WALLACE SEVERNS, AS PERSONAL REPRESENTATIVE OF THE ESTATE OF ROBERT WAYNE SEVERNS, DECEASED, for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to: CASEY A. ANDERSON, A SINGLE MAN, the following described real estate in King County, State of Washington, to -wit: LOT 20, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 152 FEET THEREOF; `rm. AND EXCEPT THE NORTH 70 FEET THEREOF. Cr) 0 County of King SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Tax Parcel Number. 004000-0698-09 Abbr Lgl: Pt t 0 Blk 5 ADAMS HOME TRCTS 19th Dated this tbd day Rtd and Approv CASEY.- 1NDERSON . ....... h An e* Y a; :i t : :: ),7 ; ! 1= 7 `4 ItPJ B 'gar a- F`1l State of Washin Februar On this 19th day of February, 1999 personally appeared before me WALLACE SEVERNS, AS PERSONAL • REPRESENTATIVE OF THE ESTATE OF ROBERT WAYNE SEVERNS, DECEASED, to me known to be the personal • representative of said estate described in and who executed the within and foregoing instrument in such capacity, and acknowledged g that he is legally empowered and has signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. w GIVEN under my hand and official seal this 19th day of February ce H xi My appointment expires: January 29, 2003 °- LPB #10 0 0 N Cu Cu 44 [ti 0, 0, ) ss: ) Statutory Warranty Do' 999 Pt . Dzcco- Ei6?Oi 7 Opt /i 1/99 //( vs OLD REPUBLIC TITLE, LTD. ?O WAL CE SEVE RECEIVED UI I Y OF TUKWILA ( I 'en'(I PERMIT CENTER tary Public in and for the State of Washington Notary Name: Mark K. Plunkett Residing at: Seattle Escrow Number: 98215601 1246.1M 7000U-00 .11�L " r .11N4«'46hid VW' t '. A. •,,- i 414".4.iY§'.Jn`dr„ { i �. Wl'{ ']�Y1.NJRAS'. YA Mr yntwelq. - "b!S q .'+141NOWn.vonortorf nvfotrop -ae. rtrariNVONMIren'tVINTWOrtIOMMLP.Y4 .i�C'1X%'dd YJp ;t 'ia .' CITY OF TUKWILA Permit Cen` 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach m and Legal Description showing hydrant location and size of main): X1(7 & fib 4v a. O:wner, information * :.....: Name: C-1 4Ylet S e Address: 1 17.) 7-- S.. /1/2/ fi� k�`�z 96Yt Phone: p-O() 3 -3?-6 y Name: C 5 M'vlor'��Sd 7 gddress:'i i) 1- ` J- j 71/ /4 t, C l Phone: (a-o b) ?•'i 3- 3)-6 t i This certificate is for the purposes of: cik Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision RECEIVED ❑ Other CITY OF TUKWILA Estimated number of service connections and meter size(s): n r - 9 7fillfl Vehicular distance from nearest hydrant to the closest point of structure ft. rEfMIT con" Area is served by (Water y dis ict): iv 17 41? 5 Ow Agent Signatu PART B: (To be completed by water utility district) The •posed project is located within Date: , —I — (City /County) The improvements required to upgrade the water system to bring 11 into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) 2DOD Bas on the improvements listed above, water can be provided and will be available at the site with a flow of f gpm at 20 psi residual for a duration of 2 hours at a velocity of to fps as documented by the attached calculations. I hereby certify that the above information is true and correct. JJ Agency /Phone Zs, G f —(L Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date WTRAVAIL.DOC 6/5/96 Oir Sr„',prnryt).7 .w• (6 S z ~ w re J U' U 0) 0 ' (0 ILI J _w w g a' CO D _ v I- w z = 1-0 z w 2 � U0 O w w I ll. 0 w Z UY O z Part A: (To Be Completed by Applicant) Purpose of Certificate: X Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: X Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: C a te -5c7v) Phone: 1 )4 6) 2Z/3-3) 6 y Property VI 2dd Address or Ap roxim to Location (e_ Zcfc - k io - t1 fit 1 1bT VC ,, RECE%vtl Legal Description(Attach Map and Legal Description if necessary): CITY OF TUKWILA " a.c= -mil�e OCT -- 2 2000 PERMIT CENTER Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer (7 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an Improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): • 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. I a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ LFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required c. Other: . D2nc0 -325 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY I hereb certify that the above sewer agency information is true. This certification shall be valid for one year fr th date of signature. IN ■amat■ol■V a l Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability "WORKING 1Uw.1 RD 'r n ENVIRONMENT' SEWER DISTRICT 7 0 10 ......, nwww•..�KM ..... MMIW++umwpgwRR+rt,rpr -R4*^ ,11t. m. .m+M!!IIIH ..1 14816 Military Road South P.O. Box 68063 Tukwila, WA 98168 (206) 242 -3236 j *J1 1 , / r . Title YW6_ia�Krtv H 9///l7 Date �.,,. ... ...\.. _ . r * rll:. i! JitM. f? tWM�llRfl4 .F2bt'M.kM•.u�,'vR!•Ny.R.rl z cc 00 N WI J � co u_ w 0. II O 0 I- uj H IL 0 w z t- z F625- 052.000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL R :.ccoit r� a A SSISCCO51B6 01/01/2001 „EFFECTIVE DATE y s:, /261199 1 .f. ♦i4. .._.•.Y+.. .. Y...u:.1v. ....._L" 4.... till u..._ .. 1....:. .. . . ASSISTED CUSTOM CONST INC 26918 204TH AVE SE KENT WA 98042 4/714 Of / 1rJ,_. G' . F-^e.c/ ■vde.-7 /` 9 . :Dale./ J( 61 /3 Xl-)C1 COMPOSITION OR CEDAR STfA7CE ROOFING 5/4 X S CEDAR BAR 5/4 X 8 CEDAR PASO .. .Er mil♦. - - -.....- �w --��- Aid MIN maiis EMI M®w , 111111111M 1111111•111111111•11111111111111111 Mb.- ` .lWlWW11rr IOr®NNIrl•INWINNI WIlll►.. �..w. -.. -411111WWW111111111WWWWINowm as an WRIWININNINNOWINNIII1.., 1111.M1 WS Mon MIMI WNW WIWI Wrik, momii.o.i/i0/11111111 AM MOW NMI 1•1111111.18 01111181 =ON WPM NOM 01•181881•11011111•111111111111.11111111018111118.7. CEDAR SIDE WALL SHAKE X R CEDAR BELLYBAND 0 TVP ors 1'-6 12 i ` 8 V 41111 nib - lee. A ngi ion � _ dOEMan MN MU 1: . in am an IIEENINIE MEE EN INE WEE nth 110 oNlingsWINERMI WE MINIM WOM ..issi■asM Ewan 5151 Maw W INNM■N!l~rlr>rrr�,. .s.......�..�.�e...e..eee aw. ®. a....�.aa. �ma 91elo..a. r.w e.Bi........re�..e....w AR SIDE WALL SHAKE X R CEDAR 'BELLYBAND P.T. 4 X 4 PoSTt ,„ X R" OVERHEAD DOORS 5/4 X 4 CEDAR WRAP CEDAR DECKING & LJL, 11(ONT ELEVATION TVP. ATTIC VENTS NOTE: VENTILATE ROOF TO 1/300 TH OF INSULATED C D2000 -325 SEPARATE PERMIT REQUIRED FOR: ECHANICAL LECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION ........- .........--...-t ',.....,.....4.,...... ... ....4■.......... ..............s .......,,,,..... ■,..... ■ ....--,----44.-..-......................----4.-----=.....--.................7..467............__' -a.--46............,-.--4...--.-............._...... ... - ....... r. , ••■•■••+-...-.--.. ---,...-^- ....--....-...- ..-•......••••- ••■•••••.....-.." -...-..-.."- -- .- ....._ -- •- ....,..... - .4.- -- - Vo..._ - _-*.._.. - ,........ --.. ,._.. -4I__._ -l^-. - ........ - ......_ -- •- •iF-,_ ............... -..._....._. ......114...... ....F.,.. ■�- .. __M..... _... ,_ .....4...._ •- ..-.yam_ - •.-tea - -- ...1f -� - ....i..._ .�- +.... r•,,,r, --- - __ *!•-•-.- . - . _ - . ............ . - .•.■_•_sue _ • - - - - t understand that the Plan Check approvals are subject to errors and omissions and approval of Odds does not authorize the violation of any .idotzt, d' code or ordinance. Receipt of 'con- tractor's copy of appro plans acknowi edged. „9-log 4,01. -1Z t .0-4g X 40-S ONtCI1lS „0 -,9 its X0000 $ c+ OF IMP. APPROVED tiO'22 BOO w o `e) RECEKW1tA crY 11' ;EVV 1 22. GENtE APPROVED O' 22tzat %s`t ElR�iIRlw l!!i!lrRRMwl i4 fFRlloRl�Rd -� IIIIE111111111111IIi ll'1 f111I1li111111111111111 1 IIIIIIII11111IIIIIII111 f11 „ttg-,1l v-11:`,1. ' 0 1 A 1 3 1 0 .1 Q L # &I VXZ ' 01 0 D2000 -325 L 3 J.V1a ROFE "'"' 2 ila ERMIT CENTER CRAWL DACE SECTION DETAIL SEE MAIN FLOOR PLAN FOR 2X6 EiAMR fit AIu 12 OP OF PLATE FAMILY ROOM DARK ROOM TOP OF SUR -PL( TOP OF PLATE s* O 2 7C 14 L UNN. CONT. 2X TO LOWER ROOF MEMBERS WITH (2) 16c NAILS. CONN UPPER SHTG DR SLATS TO 2X Wi 8d @ 6' O.C. OR REGULAR TO St Cast SEE S wilts FOR TRUSS REQUIRDIG THIS COMECTION 2 X FLAT. SIMPSON A35 SPAC BIG PER STRUCTORA NOTES SDPSCP4 AM. SPACING PER STRUCTURAL NOTES riiireS-7,511111111111 ; TYFJCAL vALLEy :E-TL • STRUCTURAL NOTES: (SEE ATTACHED FRAMING PLANS FOR NOTE LOCATIONS.) >SEEDETAIL RI ATTACHED FOR TYPICAL VALLEY MIMS. It=114113E ROOF SHEATHING ON ROOF FRAMING APO BELOW ALL OVERFRAMING. NAL PER CODE UNLESS NOTED OTHERWISE THESE NOTES. INSTALL HURRICANE CLIPS AT EVERY TRUSS SUPPORT. ItEXTEND GARAGE DOOR HEADER TO OUTER ENDS OF SPAR WALLS AND CONNECT EAR WALL SHTG TO HDR ENDS VIRTH &NWT 0.0 AT EDGES AND IN FIELD. 1::=ECT BOT CHORD OF GOWER TRUSS TO TOP PLATES OF ADJACENT WALL WITH taws TWIST STRAP. CONNECT ROOF SHTG TO TOP CHORD OF GOER TRtJSS WITH 8d >CONNECT BOT CHORD OF TI-BS TRUSS TO TOP PLATES OF VALL BELOW WITH SEBDSOP A35 CUPS 36" O.C. IF MSS IS OFFSET FROL4 WALL PROVE CONTIMOUS 2X FLIER FLUSH WITH SOT OF TRUSS AND TOP OF TOP PLATES AND CONNECT 2X TO TRUSS NO RATES WITH SAW CUPS PER DETAIL R2 ATTACHED. CONNECT ROOF SHTG TO TOP CHORD THIS TRUSS WITH &NW O.C. >TRAP SEAM END TO ADJACENT WALL. TOP PLATES WITH SWIPSON ISTA36 STRAP. >S TRAP SPLICES IN TOP PLATES THIS WALL WITH LSTA3S STRAP. CONNECT Rild JOIST TO TOP PLATES OF SHEAR WALL BELOW WITH SNPSON A35 0.C. CONNECT FLR SHTO TO JOIST THIS UNE W/TH Sd e 6* O.C. S TRAP DISCONIVAATIES IN JOISTS THIS UNE WITH SWPSON LSTA36 STRAP. CONNECT flST TO TOP PLATES OF *WAR WALL BIS-CW WITH SIMPSON A35 3r O.C. CONNECT FLR SHTG TO JOIST THIS UM %MTh Sd ©V O.C. ,'&14tOSAIN SOW 2X *AG OR TA BUM BETWEEN JOISTS THIS WALL LINE. OCIANECT SHTG TO OL'S& MATH War O.C. CONNECT BLKG TO TOP PLATES A35 CLIP (1) PER BLOCK. SOLO 2X 54.11aKat 1.11 BLAU WEEK Joisrsitis LINE. CONNECT FLOOR suss veiti oder O.C. WHERE NO WALL BELOW CONNECT BOT OF BIXO TOGETHER T44 SIMPSON CS20-R Cos. STRAP. EXTEND STRAP OVER ADJACENT WALL TOP PLATES 24•AND CONNECT. WE OF WOCO ASSUMED FOR WOO, MSUALLY GRADED PER Wet" NO. 2 OR BETTER, JOISTS AIE3 RAFTERS HEM FIR P10. 2 OR BETTER ON MIXXNED PLA,-„htS. MIAMI SEAMS Fb 2200 PSI ( SEE ATrACIWD81614RFLOORVVALL' PLAIWISCHEDULEFOR SHEAR WALL LOCATIONS) Shear Sheidhing Panel Edge Haddam' (I) ea. End Sole Phde NaEng Wall (Seat Ftrd 1) Ng (See Pints. 3 4) Anchor Bolt Spadng (See Pat 2) C)7tfr oSS or 15/32u (1) Ski0 (;')ttrGwBbth8tdo. Sd e valh edgesidocked or 1716" OSB0( 15/3T or PLYI03 (1) Sic* &FOB* oz. OMIT' OSEI or isrsr ad 3" cm PLWD (1) Ode o.c. NO HOLI3OWNS c2)ted or o.c. REQD A.B. 3"-V o.c. C)7 /IV OSI3 or istsr PLViD (1) Side 0 Me" CM or 15132" led@ 3* oz. Sd 0 311 0.e. IMMO TVAST (2)111d IEWIDII2 STRAP A.B. 7-V o.c. OR KIM STRII14R.1 OR A.B. cr-r o.c. MBA STHDIO STRAP A.B. @ 7-V o.c. FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EVERION SI.WATIMAIG ON EXTERIOR WALLS NOT 1l COX FILMS% ORTIfirOlikiti,A RK hitalultPMAEL Eceemodon, - sows- 0-M. ?Mae GYPILWIIIMLL BOARD C?). IMIS4UNI2 PAX** BOLT SCIUNW WASHERS ON ANOMOR OL TE, Applcable Deaf(*) SPAR PIP SEE FINT 5 204 244 SEE DET SI OR S2 312 SEE DET 52 OR 34 535 SEE DET 512 SEE DET sws or SW12 ABOVE SHALL BE Isar ON SOMME SHALL HAVE mersrivuoa 12" IN FWD SCREW SE SUBSTITUTED FOR NAI.S ON TS. 12. MIN FROM otos. PROVIDE 2 xr X stie. (3). AU. IIARDWAM SHALL BE Si OR EQUAL eBLOCATE4RtiOvt SPACE WItiviOttirotssRigROMHOLOOSOn. iwns 3X StXXI WAIL ALLOWABIE LOAD R2. melamaginumastawanzes THE FINIMB*3 IMO MATERIALS:Jell) PRIOR TO FRAMMI INSPESTION BY LOCAL TO BE LED IN comssicrioN wratne HOUSE PLANS OPTION tois BEEN us INSTEAD OF THE FRAL FORCE RESISTANT SYSTEM IN y. ALLOOOLTivaiseEOLAREWENTS46vvoRhauttemp. 'MAW • POLSOSSIIVEttiALL es PER 1 WOOD AND CONCRETE a-peTess AS MENDED ABMIENCTION. TIOCUMINS. AND FLOOR 1,1.A14(3) . ThESE TIE SHEAR WALL INDICATED THE INO PANEL Ease tassica, Al4D TIE S MEETS: EAQ#4 flE ,00,AutIAAFetS iff-THE 12L�0 REPRESENT ONE THE TOTAL GIVEN*1 RECEIVE° ary TuoitlA GI 2 2VM pERMR. CEWER D2000-325 CITY Of TUMLA APPROVED NOv 2 2 2000 titS OlE1) UILT:7O OMS, • structural documents - .. .AL NOTES CODE U IF`JT+ 76304$10 GOCE Retaxwe e ::S ARE TO 8E rOU.Ureo PER THE MfT CDMON. AS AS ALL AEA^ CAMLE CODES, AC ,AUTNORRJTLSS NAM. .LRISOIGTIOK LL I La.2I NG cotesBY T50N TT1Ie.. rRaE 7_c•C, MOM LOAD Se Ge. 'PI.SP. MP SPEED, DO MN OPOSURE CATESORY, e cO RAGTOR SHALE- MFR., ALL DPi1CNO$G AHD CCOIOTIONS IN THE FIELD AND PROVIDE -11._.0.1 BR.AGINS A9 REPUTED UNTIL ALL PERMANENT COMEG1ION6 HAVE Lem *6 +µLID R FS TIE GONTRAGTOR9 RESPadDERY TO IDENTIFY ALL pG02EPANGIES -D ' r cESteNE R AT THE TTME THEY ATE NOTED FOUN?,ATi ON :Ya.15S9 A !60$19 enter e.4,oN T' A GL 4PI9 SO-+ 0.611161 i5 PROVIDED. - PDATTGN D4°JN6t4 IS BASED oN AN ASSUMED AVERAGE SOIL MARA* OF 2000 P5r -ND SNOT" -1r ER FOOTINGS MALL MAR t`4• MMNn'LW MELON NNyeD MADE O'er` 5TORT WERI E E R 000,465 41+ALL BEM a' rec snort FRUSPED 6RN7G ^� se Ak9 ON 5.6 •2. SG TAE 0-1-1 .N MITT LBG ALL FOO ISMS TO SEAR ON 'R C AC,TURBED EAR-* ECLOM ORSAHKC SERFAGE SOILS. SKILL TO BE THOROLOMT Cg1�ACT'ED KU ATIDI VEINS SHALL •Or *'ERIC E PfT1 DIRECT LOAD PATH Or GOLU4/5. ROOM 7'X1.46,6• T1K ST151 4A5146 AT ALL APPXO6 DOLTS PER Rw1 tBG SEGTNON IN.d•12 CONCRETE GL ASS A. D USE F'G A - FOOT.* AND 200 5--4 5 U2 F 40ATOB 5 - SL.e8 oN MACE 2500 5-4 5 10 .VR MYRA... ASE iT MR TO b%) TD EE USED M ALL GONGRETE MAT oleo EXPOSED Tc FEAT., 60550174 900 Seams (4 07. PER 1001 6 CEMENT) TO BE IAN M ALL CO.., 9 ...AY BE DE51611LOD M ACCORDANCE MTN T1e PIROVMIONS Q SECTION 404 or M RATISR - GOUT *ADO Pew IOC POW MINIMUM SLUMP SACKS/C. Y. RE INFO? [NO _ST L ,AS, A615 GRADE O. RIOPFO$RGIN6 OWL DETAILS SHALL BE P.PA® ET AN E'P7R10K.ED N.42/26,12 ED DETAIL!. AID GORNTO; TO STANDARD PRAGTice OJTLf46. o M ALI REPORT 979. GONGRETE_S,42YER Of REINFOR�sII`�S'7 ERR LEG I.ai� 11 IT CONUETE GASP ASAMST AND AEIp4M14TLY EIPCTIED TO BART$. 1 417. GONOETE EXR79eo TO rrAMTN OR FEATHER I IRE i<le* a No GOWMRS NOT ExroSm TV EARTH OR PLATER 9E4• RAM AND WALLS NOT EXPOSED 12 EARTH OUR WEATHER. LAP GOUA'14 VEVOICAt9. cLA 6 •A• CONCRETE NO MAMMA, COLUMN _. PALL vrOnc..ALS 52 OINC1T9R6. LA, ALL OT1R REIWORGM6 24 TN..* SPLICES AT TE"e+014 R4EEA0•45 SHALL MOT BE TRMITTED FRAM i Nc ALL PRAMRN* TT7 CAPP'L+- P/TM L.00 G44APITR 25. MAIL. VISE NO 4JPAG.- 9 TO C.O'FORN• TO 18HC TABLE 25-3-13-,- • TAME 151143-1 FOR 00E : S SEE TAM-6 �4 -:,-51 a 13- 111 -0-2. ALL M000 M GOVTAGT FART' GOKAQTE TR7 LZ TREATED. 5' 44111 ::1!AtEAHCE BETP1354 MOOD AND EA4RTN 16' -*144. (-EARN a BE TCE4 FLOOR JOISTS ,NCI EARTH :2• -444 GLEAA,VCZ BCTREE. ROOK BEN45 AHO 6,.711 LU 4EER STRENGTH (UNITS iN PSI) ST. O.6 SI .O GRADE ./PST. R..V•TEICS, (2X40) - PR 42. (2XI2) MANS, •E40E00. 141+705. NeXRS• 4'[12 MODAL 0066 -.4 A' A' SDRS, DO.46 -•6 6VM TTN450.6 DCU6 -P4 L,4,$RG4• f7+F -V5) ,ACRo -LAM LV1 4,0,05$6• ROM 5.5F GEA:O ;.-oAD 0.5r DEAD LOAC 5 AM DEAD LOAD 5 A45F DEAD :DAD ,IRLRNOR PARTrro. ExTENTOR PART:T101A r s E 5 3 51 1.400010 T'S 1.400000 E IC'TS 1300000 T5 Ns, 3000010 ^5 iCi70 1,100000 MI MO 1600000 TES 2400 1000000 295 *CO 2000000 a F LIVE LOAD Ap P5F 40 69F LM17: LOAD 50 Per D FSF LIVE LOAD a Pi P5F 60 P5F -NE LOAD 6S P5F T E+SF PSr DOORS AND WINDOWS ( t1• . T T MEratb MIL 5 041 STEP TO MN 56' DEEP X ALL 6LAZD TO EE Pet reec nselle 6-2 U4L29' 6 NOTED OR14354SE. ALL 94CYLI614T5 ANC 9KYKALLS To 0.' swrETY LM4444.TE0 644:6 U4.1286 1421e7 ontee'f9e. FsNH4GN DOORLS TO 3 DOUBLE RILAZED NON TESTED 4466/4420 U VALUE Or .40, UH.E56 NOTED 0T16115E, MC.. SAELTI SL.AZI46- FACTORY MILT MNDOre TO 3 COl61RU;TED TO PBOCT 14X144 IPLTRATON OF 05 CPM PER LUe L FOOT OF OPERABLE SASH rePtIMETEW AS TWEED BY STNOARD AST. a 26519. SITE BUILT AND MAUL WORC SNOT SALT MODEM SASH Me EXEMPT FROM INFILTRATION ORLTBRNA ABOVE, Our MAT OE MADE TIGHTLY 49T1516 AND MATTER STRIPED oR CC,MLKCO. 9UD646 064416 DOORS TO P19046T MAXIMI4 I!'ILIRATION Or OS GFTN (FILTRATION Pea 32 UME roar or DOOR ANCA EACH LIe.4T. SHALL FEAR THE MNtrAGTIPR9R5 LABEL DGSIGN ATIN6 re TTPe AND TMGRTCSG 0P 64.A65 113045FIGATION Or GLAZING. M HA71.DQb LOGATONS SMALL EC IN AGGGRDANGe WMTl LOG tecTiow 2.06. Psalms SOLID GORE 00065 • 154TRY AFO mom 6ARA6E TO LN1N6 MOOS (' A9' TELL '.. A5 ANY 0114ER DOORS TO 1Te EXTERIOR), rROEYDe SeLP•GL09L1LE Device ON DOOR To M.A.GE, PER UOG 5O2A EXCOMOM - 'YELP PLANS POT. - MAXIM. GLAZING AREA - 6LAZ6* 1T6- MO MODE. N84E005. - re16445e7 W GALGLLATNON FOR Re-STANDARD GLAZING, 5APE'PI 6LAZTT4G LoGAT70161 AS PLR USG SECTION 2406 .4, t. INGRESS APO mazes DOORS 2. 94-!D346 44.163 DOORS, er045016 GLASS DOORS • 9116CR NO DATNIte & LOBRL'9 • eLAZI* W 14E EXTADSED epee r4TMN A 24' AR4 of EFSCR VERTICAL !Gee OF A DOOR M DE LASED P0SRWK 4 BOTTOM EDGE M LE76 DIM 60• ABOVE ME PI LK6M SURFAACE 5. SLAMS GREATER TR4AN4 4 S.F. use THAN 16• Aeove FOAMED MOOR 6. MAIMS 64 6U044DR,AL9 1. 4 A5Ne 16'SST�A/MOLLS A. RITNfN S' Or TOP / BOTTOM OF STNRS, INSUI AT ON 44_ 8 NOTED 011 E, .. LAT.. To Be PER PEED TABLE 6-2 BCL6 AT594 BArPl25 TO 46... 4• AMYL neu ATOM SAM. TO EXT90 6. *trove SA1T IMSLLAT106 #WELL, TO EXT9C l2' A CAM LOC. FILL Ie1LAIMM INSULATE SOH. TEGJSNOr 545. P 14.550NS NO comas rAl2 STAPLE MTN,. mom, PIT FACED BATTS USE 4 I'tIL F.0, VAPOR RETARDER AT PALLS 619E RNA PAM PITH A DRY OP POW RATING 4T ' MAX PALLS ECTeD4 ROUSE AND SARA. R-IR UNO. CMDLEMlS OVER 61RAD0 T VIt RPM U444N 0 M . ALL ATTIC sPAGES TO HA' • COMM. R-6o (MIN) UNO, DUCTS M U4EATED !PACES R66 l9 C1WIL IATER.•EATCRS MALL FEET weareemetrs OF 461 $Arc.. INS SANER 1eATERS 440 Be SO LAGHED. iNASHIN6TON STATE ENERGY CODE - TABLE b -2 FAG 2441 - 87BGTVC .ELY L M. TABLE 6-2 - FE.9GRIPTVE 1652161134946 FOR GROUP R OCCUPANCY CLPLATE LONE 1 SEATS* BY 0Tat 1°Ulb - ...64,7,6 41.A005 00005. vAa.5* NAIL 1w14Mr. rw1.{Xr *LnoR° 9i.AS • rani' r rLGTR UYALAS 14-vA we Cef .'ABOVE m.0,1 MOO ON 2. M 6427 DUCT 5661 EE E0.1644212 TON DE oP 7$E POLLOrowS A- M INLET DUCT 9141E EE EGIRMED ELP14 A 47T7.32222 DA ''*St GONeGTFD TO se NTOMATG VETC.AMON GONTROL TIM* 594 E- A NIXED ONPOt INSTALLED AND Ser TO ice. 46.46. RID MOPS RATES A5 9Pe.UPIm M TABLE 2-2, OR.. 0- AN A41TOM A5G. MOO 166146.A'1116 0EVIG2 KM FIELD MEA5A EI7 M345484 460ATn6E Awesome e Or 0.1 50E3 PLATER 6ACVE AT TAE POINT PHQAE THE OUTSIDE AIR DUCT 19 G0 4eG D TO se wen.. Ale PLEH►4: 5. VENTILATION STSTE'S GOITROL'J. AN AUTOMATIC CONTROL SIL.04 A9` A GLOGC 11).12 SHALL BE INSTALLED M A N¢ADLY 414013161012 LOcAncrt. 711E T1$eR SH4U 3 GAPABLE'OP GONE 1PWJ5 OPOCAn0N NO NAVE AH 441I404A94 NO MANUAL. GONTR _ AT TIC TIME or TIE PMVi SePtiLTLO$L Te Mee BALL ' OE SET TO OPERATE TRe r440LE 1g19E,. FAN AND MOTORIZED DAmn t FOR A MR4MLM or Elom Hall& TN- INTEGRATED VELTRATNONN 61576. MALL 0040143TRATE COMPLIANCE MTN VIJ104 6e0TOM 90232 OF ETt1CR ON SITE ILIA TESTA 46 oft AN 174116m657 DeS1644. DE.016514A1I4344 Or COMFLMICE SHALL DE MADE AVAILAA2 PO. Se INaPEG77R EerOtE A Ciskti iCoefe OP OCOPAPOY /ILL 3 Pleb MOM KIw6 C UITT 166.421.612105 M INSTALLATION Or A GE TRNlY LOCATED MOLE HOLM 6444A45T PA. MTN A 44444144,641 Sae RATING Or 15 NO WED AGGORD516 TO Male 9-3 ND 00191941190 TO M AVT594ATO CONTROL. Men TLS FERN PACLITAM MESH AR 121510334010N APO M U= M POSSIOLITY Or MDPSM1IE LADEN AM 03543 OleVeN INTO TNE SWUM* GAVRESS Postios DOORS SMOLD EE Uosicirr GIe HALF INCH MOVE M PMSHED FLOOR. TABLE 3 -2 I. TINS TABLE SHALL MOT SE 14115 009 04 .LN16 66T9 CLNTAPRNG MORE THAN S. 0044*. TABLE 3-3 S0., 46,05 AHD NLT9 AREAS A6N6 NOP7i TO BE MONiD® MTN FLAT CUT NA66015 . rMGT1 NL9 ON OR ..STALLS" MOAN 1. Or MU4DOR'T OR CONCRETE TO EE ?gEATM PATNA AN APP ECF ED PRESIElVATNE SM.) BLOCKS. OF NOT LESS THAN 2 X T'-*GK$G96 SNNJ_ EE FRONDED AT DOS AND AT ALL ELMO. OP JOISTS NE, RAFTERS. 616.96 SUMFOR •, AROVIDE BLOCK/. 596 APPROJl9 l4RR1N146 AT 6'-0. O. POR FLACK JOR9„' 1O-o_ NOR ROOF -665. TYPICAL SILL DOLTS TO EE 112. DIAMETER AT 6' -0• OL_ .6 6.64 r **EpHE 4T. ALL METH- MN** A MGNONS AND HAMMERS 54AOrN OH M.0.40.66 SMALL ee enwe6 TTE correwrote9. A6 ..U.AGTI® Oi1 514P'504 comm. OR AP.ROVED MAN_ P "WOOD m -rm20D WALL A. ROOF S4E.AT4M6 SHALL BE T/2•4O24 OR 166 OSD. EA- 151001R GRADE, :042.9. ORNE RPKE 9PEG TED. 14,011)4 NAIL.* MALL BE a rel6T • 6' 04.. PN•1 1' AND L2. OO. IN WELD. MAN P06 SMALL se 2410. PLTP4000 RGPOR 9EATM46 41'4,41. BE S/4• COX 746 (OR ! aNA1.1. 6L166 OTNER.SC SFCG4rIED . M4M4P4 i AR.IN6 SHALL 3 10 PONY AT 6. OG_ • PANE- O76& NO G. O. att reLD SPAN .4126 5M 46,.1 4C 4010, STA4fELR END LASS AT NOM A. FLOOR MCATMN6. ALL CAE, GP RYN4OOD IN FLOOR *OOP AND rW5 eI414. EE SUPPORTED. RTr00D EDSCS AT FLOOR AND FOC. SMALL 3E SUPPORTED AT weer MN CLIPS, 6LOCAC6* OR ODER APPRORA9 4!1.0121 R_YMCGO apses AT PALLS SHALL Be OP.M LID Or IMAM.* .1.0 63 OR MOTTO- 096 *PATR®N. PRODUCTS Or SOUVALD4T }FAN RATM68 SMANL BE ALLO4PCD. STRUCTURAL GLUED- LAHINATED LUMBER Ng*, ARE DODU.A6 FIR PAERIF.CATLD TO 1 1.2116,16, OF UD. PRODUCT STANDARD PS . L NBE R SHALL SE OP MCP TRADE TO PROVDE NO4046 MORK60 STRESS vAL LES a 3402 PH 64 BENT..100 P51 IN i e oa 64 C. FPREINSION ARAiLL. TO 6RAPI SOO PH tAMPREOMM TO SRAM ND *9 054 AontEve 3EA46 iGo.664∎ 104 24. -v5? LAM/NAT. 14ETMR9 TO OE ADC C9rTIF4ED NATERMOor SLUE WOOD L i R U S 'meets st4AL _ se DE66.7i 6 A NMNS 6.-0- .' STATE ANBD ANuRYCATED FROM LACY 'PEW 0e.46$e. TMGbGS TO 6E 9TAMPEL B' TIC PNA}R,F AAC1LSA1.'R ol6 M A KNOT, CONTRROL A60.4GY 51X/4 AO TIC MASMN.TON STATE -IR4J3 FAg6,,ATOR6 GOACL_ ROOF TRUK. PM.. SHALE- Er suerar ten row APPROVAL fm,pot Tc FA150OCA HO$. .66 -31.446 AWNS MALL BE HELD AIRY P'Rom TE Trees 6OITOM 01.62. )CT4 AH A/P o., ',ST.., (S.C. A6 SAWS, 6TCd TO ENSURE THAT THE TCP6 SOTTO. c.60� rNL.L .0, .EAR O. *ME BALL. -TRP S TOT.^. 6RC7E. DE. AT ALL GO Ie io1e OP RAFTER., JAC. AR NAP • 62001F T40JS•le5 Sw\L BE PRAMQ.FD AHD Tea 470 TIE PRAMS MORN AHD 9U'4'ORTT•16 44„,,, .0 A9 TO FOt . . I$TMRAL PART OC THE NMg2 RIIDMd. ROM TRSF, 6E5 SHALL PAVE JON,5 FELL PRTLD AND SILL HAVE ALi TENSION M 9 FELL T6HTEAKO COPORE AMY LOONS. RACED LPO4 7 TRLe6. !TA•OMAL AND 5M,A9 OPlAG1446 Sim-Lt. !E L1,9 T'0 ERNNCE ALL '04S!tl. TRtL■_15e3 MALL EC oEe16•_ rOR4 Lr44P0106 L.C•ADR4+-s4 A6 r47LJ_G'1'T'J Tor mORD '.PS P-F or 1RI5UTA4RY AREA BOT'TON :06D 5 ►6 GP TRIZUTART' AREA TEE RGIO' 45 PM TOP ors 0 5 Per. aOTrO. CNO0D FIREPLACES MNA4g•,6NR _ PROPLAG '. AND CA4TN44E-9 ARE TO OE GO$CSONAGTED TO GOMFORN TO ALL A ps.,,C/1ELe FL7RT10Me OP TIE LDG AND I-MG. RUE 1:106 M+CMR4 9M• RARE Gi.AY (CAR r. 1.0iN'✓AyENT) .61 UFw SBY:TipN 5102 AND TABLE 6-6 P.AE AREA PER LOG TA!92 9N-A c443466 .3 SMALL 916.0027 ONLY DOR Gs P4 rCbH7 124.66 SPECIFICALLY op,,s4exp TO SWPO$Cr AD•mONAL LOADS. Ail i.AGES ANC TO se m2016ED MTH t 6NTLY rm.. WIC DAMPERS, OP MATED rNTH A ?4lW.:ADPL. ACGMECAOLE MA4IAL OR AMOCF*57 A4TOMATC. CONIRGI., ANT Mi 6n140£ :.YJNACIE OF C.060>5T10N AM *NNW O4G1 SPE OP 6 SGSIA4RL' re.te5 th AREA 4NRH7•ION.D PET, READILY c- LE "✓$PER LOGA.Te7 5.4 FRONT PART 0. F4 SOX r49FA ANGATM PAREM-A4CEY G.....M15 AND NOLATPD GC44.M49iTO TO BEE -AR UL, oft CEO *AL OP 0.4.46/4- MO TO 3 4N6TALLED PER MA.PALTLRER9 9HCEGONGAT747H45. KARR. TO DOOM ;Io 64 Po peT or A. IM ee7-Gt-.o SAG. 910E O' trt. LAGS �� ANA 'sRAUe eRAVe 4R,De 61A05 ,� '0A 0 T 040 Rip. ,[.9O 446 61-6 R-NO R -P R -b -Q- '2A Oh 040 5-50 190 R -0 61.6. IF40 1-10 .y. 21. 03 040 R9p 190 5-A . 1.14 •-.0 R -r R -Ne N 144;0 2+f Oh Q`•11 R-.Q V. 40� fi 040 OA0 t -Tp R-CNO 414 '•=N• R-NO R -4 1-10 N •R` 15Q O H tr Y R -54 190 R-N R-P 1410 R -A R -b NI K:T 505 040 C 40 490 190 R-M R-NR 1-40 R -25 R •RO •C^. SEE nSEG ` 3L. F -1 FOR...MYR:PTvr KOM,EYT5 ..OR E rP RE N9. NEAT • 5¢ 61,744 rn41N.Va RearcE*2T5 •OR rxr OPT,. .'STl9. FOR eXANPI-E. P A 4'Rd"O0 065163 A 6LAZn4 4A .G. TO THE Cr XTT.C'K.L' FLOOR Or ,R. H SHALL GORY MTN ALL "4,E N4gQrREMENTS OF TIE 2!4 6NAZiN6 O-TION (OR H$6573NJ PROPOSED 11,16445 rN+r GAMOT -.LET TIE L`GTZ Erlal hEtFS qr , 45'20 orw04 A60VG NAT L,LGai,TE a:0° ,A•NGE D-' U.AP•LRS 4 OR 5 ADP 11e3 GoOC REOU'L^KNT ,Pn,. -25 TO 4,-, ce,L 46 eKLPT 005.1E Q,PTLt OR .CST vKLTm crLwas ALT: 060,24 /0`/411 •QN£J COLNe 5 R.d•'!E' C'•- AP9 -0,011 OV -T -O SN64_21. RAr k OR -,L 3T J,YLT® G01_5455 01Jn 6R,DE VA4L J SEMLt 6e ...L. RD rrAE R C Ne EXTERIOR TO A±6N!MM LEVEL •,C OR P4 Ts., N- TOR TO °-t s+ , ✓E A5 HALLS ADPF_ GRADE EXT'- TOR.. W KLOr. SHAM PALLe 5r-,L, BE A rV.181 RE515TAM FOR Tai "TOOK" AcrALi© AGG oErs. TC THE • ✓VAGTLRL^RS 5/!0,04 055 .rr.TOM 6025 5 r.0050 PIE'-& GRAN, 40006 05 UP'05E0 TC A.CPVT Ark GO.6,66. R . OR O.EP 5,45 PreCKT FeL,lATtom SHAMS_ BE INTER RE9l5TANT MATERIA. • HARPAGIMED r,JR iT5 »aDG3 lbE. AEG '4f>TA.:EO AGGORDRNS TO 0.N4P,r.TI000 5,E4.5-1GATIC05. 505 56 ,O^1 60'2 -4 T ` ose Orr.. SEAL, re ...1 -GAME TC ER6L1175103 Lb6 TNA4 TMRG 570166. e TMs HALL 1161ATION RECUP404 NT VENOMS R -16 wA.� U•VRY 1149LLA.TRON PLUS 61-5 • 50,015.0 4.61{/. WAG 50,0 GIPNGtEMGY REpIaEK•lT 1,015` 47010,!5 AA AMR OF 0.14. 49 0041'19 444 ArtIE d' 0 +6..0610'50551 ,640 Frur OF OOb. MISC,ELL-ANI OUS NOTES 6LARD'•ALS TD eE 96' MK ABOVE FTMS44 MOOR. 2. NW DIEMLS TO 354• - 96• A450Ve MO56M. rlT4 H. GRIP OF 11/2` - thl 01066 SECTION S. 6D4 6UARDRAIL5 SHALL /446 $TER W ATE RAILS OR O$64#INTAL rATTBRH sm. THAT A 54456 4• M I A/6TOR GAANOT PARS SAROU it • 4. 01E ROM PfE 5?ARAT598 se er% etsnAtie Ares DP6216566. INSTALL SAY TYPE x 6.5164 MALL Soma, 06 N.S. WANA4 J%64lS AND ftILI* BNEE ?P AMade. roAL S. STeseeR Jones 14,14000 &LG. S. ®ROOM E 45441E LOT• EGRESS moors. M7CNW ter cceAR omens OF 6.T ea. FT. 1744. $EY cLEAW 04E194AEILE ream or 20' AN7 MJ #MP4 1ST GLEN °Pews HE1644r OF 24•. MN@04 FIN61C7 SILL $EI•NT OP 44• ABOVE ROOK •, EACH wrens* ROO4 en..L )= FreoviV D W A SMOKE OETECIIOPL MeensCM69GTe3) PER Seances 610.1. SMOKE DETECTORS MALL BE PROVIDED rV A SATTERY BAG ON. rot SEE. 540.40E A4ID, LCGA11y PER 65GT10N 310.34.4- 1. A 4042 ED AMOR SHALL SE rwovIDED MIA 032 •,4 X 9✓4' 0014‘06101411113431,15 ANCHOR T65 M AMa110R TG:a 794 N( 4.. OE arAceD A MA Or 24' 04. NO #SPORT Nil mole MAN 2 S6. PT. or VBS191. IN SEgg0 6014E 5 4 4 ME VOINEED LE6 OP THE NCADR 're S*WL LOOP AR UND A 441 AA CONT. KOHL JOINT Re6r060E116134T r1fZ. INT"E6RATED WHOLE HOUSE VENT SYSTEM SreurIGATIO a roe M 445 V2MnLATLON NO 40700. AIR M AL1T'R- G0V rob THE MTERMITTEMLY OPERATED INTEGRATED FORGED AIR VOTLATION SYSTEM. A 5QRGe specr9C VENTILATION 656.6.454TS I. EXHAUST PAN mecur E*1TS, A- BATNROCM9. LAIPORE9, AND POrOdR ROOMS - 50. GPM. • 035E YTB. 6 KTGia46 - 100 CP. • 025. 048. *AN6e HOODS At0 Dnr•I DRAFT RAM SES MAY EE RA1e7 AT 100 GPM • C. r46. 3. EMALEST DUCT IEQIIRS•LNTS A- Be WSUATED TO R-4 M UNC204121D0$C0 srAl.ES- 6 BE 0211.4ED Wu A BAGXD4RAlr DAMPER G- TEFL+NIATE OUTSIDE THE HALO. D- COMPLY P6T, TABLE 3-9 S r643LE HMOS VE6TLATIO4 REOIREM ENT. OUTDOOR AIR SHALL OE SUPPLIED To ALL NADITAOLE ROOMS T/POWIH 7K FORCED AM ICA,* SYSTEM *WS THE 142,601116 616102, FEE'S$ MR MET DUCT SHALL CO M, !'ON re Pm-Lome. M BE SOW ACCORD$. TO TABLE 5-9. 450E Duo= FROM THE EXTERIOR MO GOl•EGTED TO De RETIMM AIR STREAM FEET UPSTREAM Or THE 51dJAM Cr ee INSULATED TO R-4 R* 6 LGC.'1 2 r614N1N teATED ,REAR D- Li PRorcoIBLS FROM SC BARN' Or neeCT , LeAvES AM7 OP41R MAMMAL- C- NOT RCCENE MEIN AR PR o4 'T FOL.L0I466 AMTS. 1) ren46 794 PS'• Or AN APPL4NIGe VENT =LET, tx.E 6 1 C VENT 0J112r M TREE MET ,DOVE TE F@ese Ale toter, 2) NOM T i'6LL PICK IM OMECTOIAB L' ODORS, Nkes, on rLAMHABLE V S) A HAL RDCAS 0R L6eANTARY LOCATION. 41 A RG'OM OR SPACE HAVING net. EU6•B$i6 N4LWAfil•.B T EAL 5) CLOSER THAN 10 FROM A VENT 04.0666 Or A Mum** DNAntAese SYSTEM usceee Tee VENT °Peters 445 AT LEAST TINGLE FEET ABOVE Tie TIM M AIR MET 6) ATT.% GRAM SPACES, 491 6ARA6664 9 MG$ 6 I4:M 5 14C.1(7) MA. .100 • MGM 9 9 5 9 9 25- _ 6 NCH 9 6 MGM 140 LINT 625 1 MW TO i 111401 /0I re. S L PON E/K44 ADDTIQAL GSM sterneAGT 10 re= PROM user. 2. FLEA RIOTS Or 549 DNME11,6 ARE NOr PER 4TTED r•TN PAIL Or THIS SIS TABLE 3-5 PRES4RONNer DTZARAT:"p FORDS, AMR SUPPLY MGT VC 51- IASERR Or - 667..4 I4ANA -21 - 4$9464 T .6,24E 1 SCOROOk5 SMOOT. DUCT LZN6TN FLEX OUG` NI/MBER or DT AMCTER i T DRAMLTEO 1 0,30•36 f (2)+ 2 O & . 9 6' 20' N 1• 5 _-1 Al C- 20: ; r E 9 ___, 1. FOR LENGTHS OVER 20 P@T IMGTeree DUCT GTAYETER ! WM. 2. FOR ELEC. NRE190. F ORE TAN 9 MGRE640 ROT DRANCTIM 1 mc44 5/6\51 MECHANICAL SOLID FUEL SURNINS APPLIANCES • rva. !MANS APPLIANCE!, INCLCE MAMAS / F E STOVeJS EUL TF'Ro .AGa . AEO P.13,Ace peeRTS, soup MEL 9106.644, 9HKL COMPLY 6616 T C os/mo s of SE TI0 O 406 M 40'6 APRLANGd HEATING LAG. 00751 -0446 PET 0444.1. Le 6ROUO!!D PCT6 MATINS FACILITIES GAPAme OP MA9ITASSO A TemPerc4 GEE Or TO A AT A 1436T or 5 ABR'TAE TIE FLOOR M ALL WAINTA.OLE ROOMS Prey M tlHTSICE TLS VERAAT6E 1S AS SET roerM M SEGTOl4 902.1, P46H INSTO4 STATE E016T COM. 'SECTION SOIL LOG. 0e- 9671014. MIMEO IIMTestVG hE ELESeuE OP A EW.D9* r6RCH DiLLOBe S EC 201, COWmTereo 9P61Ge 51642.61414604 THlB646L MOW MAY ile searetreletect 1D oR FARM Pte 62e63041. owe, AS E4e4rreD BY M 0II43V61016. Or 3110504 ROSS_ WHIP ENT LOCATED PC5®i THE e1LFXN61960eL ore OM R TIE 40644•511116104 STAR B®446Y G4143E3 DAL. OBTAIN OOetertOM Ale PNOM 0410001Q MOM* M. PROVMJIO$S Cr SECTION 106 er4G S COA E,O NS& GO M SILD6* etesmore BALL. ea H4E1n4, G - L06A TSON MO SORGE Or coreLO504 AR 1ereindes JCT0145 102 UMC ALL 04404 -A1R MIRMAGes SHALL OE U35113 AHD LAMED •• AN 1AlP•OVED A613C.Y ,047 MSTAkLI2 TO L6661110 9rEF.11GATOR, SECTION 504. 9. AMALIA GED MITSOCO root 6461,11 \TOM M GJ.oeeT9, ALCOVE' an wove* 9PAces 04411E9 6O LASED- SHOTION 504 U4G. LLD rI:l PWWIR PORMALES was. se MT-Aura IN A le0004 USED OR 0!816$10 TO EE U6E9 A6 A 74460 14. GLOW& Olt IN ANY &GLOOM SWAGE TON AGCC06 OCT 700141N4 SUCH MP. OR SPA/IM except. DETECT `/ENT HAVAGEa° 9iGL03ED MINNAGE6 AM/ ELIYTMG I*ATi4•' PUI4CIAGCS- SECTION 9434 5). AMC NO FARM A6t MOW= IAWL SE INSTALLED M A C.L06ET OR ALCOVE te06 T446 12' 016 t 54464_2114g iMR 6 G! 47lR rUtNNGe9 STALLED TIMER 66Th A 416164 G2AR 1.4010210 WAGE LESS MANS. M,OM6 THE ODES. DMA MO TOP OF' a !.490.6. SECTION. 9151 RI. WC 0644 PetileOLdW 6A6+91660 APPLIN6a6 !NKL war 3 INSTALLED IN A PTT. isreerte4T OR OM AR LOCATE,. mein leAVIE!-114444-AR 665 16615 COLLECT fr PatAte,eR 6O HOLED SHALL NOT EE INSTALLED IN AN ABOVE-0•A02 UNDER -FLOOR SPACE OR DAIMSO T UI.E66 SUCK L OCAT10M 6S NR0601317 TOW AN APPRWED seem MAR 'RCMOY41 06 LIeURM® SA6. SeGIO$ 90419,044 MATINS 9* AIO COD{.RM E51IIPM®6I LOCATED 6A A 90106Ge M0 694C4.6lflRANES A GLOM. SPANS Oft PN.AMC CAPAOLE O' WARNS PLANNALRE VAPORS SAWN ee INSTALLED 6616 TC PLOTS AND 31,004E45 OR HEATH* 13241+09 MG emotes AT LEAST * 4140es AB049 THE R4204% LLNLL. 9ECTIOe 9065. LING. roe cosocita WSW 407 OE 9 T44.0 IN AM ware rAe66446 19 J$N 5 FALL moos OR CEL#4! SGAMAT646'A TRH (6ROIr R. DN5IO44 9 OGCU►AWGT) PROM A GARAGE (MNOt4 Lt D1 a� 9'!0�14L1 AGGIMA4DYL FROViDeD SIGH DUCT? 6 1 6N M 6#&6 AM G CP STEW NAVK# A -T OOCS6 NOT L21S6 144 0014 INCH MO 26 S&ALV M I: .i NO +Ave MD OPe36 68 PM; THE 6ARA66. SM.TON r -A.R ,9h 6YTI OS r Ot ret 0036e1•, AD 1,LA 65. TG* L ING, IN ATTICS OR ONL SPACES MALL COMPLY EMERY APPUAtee OESSErrerp To Si ' WISED *611.. re_GONNeG:YD M A' T6 6 6 9T`STEH4 G04PLY9* MTh 06446$56 6 .4iO TAMES NOS: 6-4 340 6-H4 UFO. EAST PAGTBRY WALT CMRIEY TYPE L VET, TYPE 1 546 VG1T off TIDE MN HAS y a w 6$,101 9r 9T#465 LN ARCGG654MYCE 06TH DIE TH .e Cr TA L IST'M6. M6h1164D,61.1 656 4016VCltioN5 AND THE 4fPLIGNME PRO). or SEC'S 803, 644. t40. A vv. omen 9A6 Veer 6644 teptststATE 1r"TR Rse C. 606.4' E 'LA.. 9-6044 A 777E L Veer* ernes4 SH41.i. TEt641. 16 MOT LOSS TNA44 2 1MET ABOVE TIC .61997 PORT r'6t31E MO VENT PAGWF91MMO. TIC 600' OF 19 %D9 640 AT L9,Aar 2' N*1ER T660.4 ANY mere* Or TC et 1/433046 mom 440' Or '6C. V!'A'L*... 6GGTITAIt 606S. 614.4. VEST OCPOSOTOES ESLAU.3 4N6TALLED PCT1.4 THE SPAi".ECR AREA MWO H THE MPiJAP S 8 LOCAlffi AH0 tow.k OE 0 6E.1Te7 TO A'DOM OR 6.41 ,14 94X4 A 6#J6 OR 85 10 14S4TA4M ne 0.EARANGE'TO CASPFSUSFCLOS PER TABLE two. 9-6. U4G. DUCTWORK A - DOT SYSTEMS SHALL Ee OF METAL AS SET FORTH 9 T.Y[E9 609. 6-A, 6-e AND 6-G OR FAG :ORY -44Ar/ AIR DUCT'S COMPLY+$. •61 UK. 510. NO. 6-I, U. 8- JOIM9 AND 9CAMS 96ALL EE SUBSTANTIALLY M4TI6/R', 5EGT1OH 605 (C), TABLE NO, 6-A (RECTAN6{i AR DUCTS) A. TABLE .0. 6-e PLAT. OVAL NO POND PIXTOI. uMG. - 'INSTALLATION 0' DUCTS SHALL COMPLY PITH SECTION 609, UPC. D - ..DUCT INSULATION MALL DE INSTALLED IN ACCORD- MTN TABLE 5-11 86610. INFILTRATION CONTROL 1. EXTERIOR JOINTS ARO1D 86POOre AND DOOR' FRA45, 663465 PATrEEN PLALL5 NO FOUNDATIONS, BCTre.:N F0415 AND ROGr AND BETNEEM MALL PRAMS; 0.6.466 AT r02'•6ATi5NS Or UTILITY 90RVICE9 DOOM. NALL5, FLOOR A4D 6001.9: AND ALL: OTFL912 SUCH 661.465 M TE O 9.DO* ENVELOPE, 141-1.0346 AGGE55 PANELS INTO UNHEATED 'ewes. 84140 BE SEALED, 141&690, 6A9KET60 OR PEANCRSTRIPP67 TO LIMIT MR LEAKAGE. 2. ALL vertex): DO0R9, OTTER TWM PIKE - RATEO 1700615, SMALL_ BE oesisP D TO LIF4T AIR LLAKAE6 AfROVO DIEM PERIMETER MEN 6 A CLOSED 6091TION. DOORS BCTr®l RESIDENCE NO 6ARAME ARE NOT GON6RO@RED PRE AND 41ST MEET TIE 490YP REOURES4BT- S. ALL EXTERIOR MOO* 644ALL EE 17!516$17 TO 0M IT IP1..TRA606 UNTO OR PROF` TIE BUILDING ENJE.are 666041 °9464.1. OE 9.O9TAM1AT P B/ ITSTM6 TO 9TANDA869 ASS. E 260 -75. SITE-BLALT AND MUYRORK 9HOr MADE $0OCEN 5,944 667 EXEr °r PROM TESTING BUT SHALL BE FEATIEWST UPPED, GAILICFD, AND MV)•i2 TI6IRLY 4. RECESSED L16Mr 6IXRRES TO LINT AIR LFAK.ABC PQR r9EG SEC. 502.4.4. VAPOR BARRIERS / &ROUND COVERS AN APPROVE() VAPOR DAFSG6R MALL EE PROPERLY INSTALLED IN ROOF 0664, M pRGLOeest SAPS!" 56A4ES 56A4 FORMED MERE CEUN65 ARE APPLIED DRREGTLY TO THE (ID44'JR51DE or ROOF 1121PT923, ANO AT ESTBRIOR MALLS. A 611101.10 GOV013 6 ML. (00061 MACK POLT266 199 OR f54VAL94T, SHALL Be LAO oven TE 6.000 M 844. CRAM 9PAces. 716.550.4. GOAUB6 944ALL 96 OV74APPED ate FOOT AT P,AC4 JOLT AND SHALL EXTEND TO re POUDATOI HALL -De NET IMEE '4 47 LATIM6 AREA NOR ATTG vENTILATION MAY SE 1900 OF 92 AREA OF M VD6ILATeO SWAGE PROV10 A YAPOR RETARDER 14AVIN6 A PERU. RATM6 NOT Pe4®346 1 M INSTALLED ON THE HARM SIDE OP THE I WI,LATO6. HEATING EQUIPMENT •664•4ED' /EATS* 9Y9T91 STP cAENGES ARE DET0044 17 Of THE TrAe OP GLAZING ROTA/LED. FOE A EIEAKD0144 0P 1462.446D HEAT.. 5691246 row 6.400 TY69 or MALMOO. SEE •1220 TABLE •-2 ' 112 ®ENERAL NOD* ere $NAG UNTS SANS. OB 9aLAIED MGM LTVMS AREAS: SET ON T0P or ,V4 IO' . E AND NAVE COMM A1* DUCT. MO 2.34•46T FLEE PM ALL RNAC E216452NT FOR LOP6519E 1E9100611 . SHALL EC 542ED NO 8EJa1ER TAN 6906 OF DIMON LOAD. MATER TANK TO 6C LAMED, PER !461 NAEGA APPLIA19E5 0!0164* TO 96 *WED Pi POSITION MALL EE 9ECURB_ 8 FASTENED 16 6160E 111-40 94.&T106 006 8.90RIG PATER $CATERS 33 GPM FLOM RE9TR4GTORS ON 9HOr1RS. WM AND LAVATORIES. FIREPLACES -(SITE BUILT AND ZERO - CLEARANCE) PIQ64_4029 944611 6E 6666/4019 66714 A - 6614TLY FI174484932 9N'PLR.S. OPERATED 6!144 A READILY AGGE66BL.E .AH)AL 06 APPROVED NT61M664. CONTROL - B - y1 OUTSIDE SORGE rat COMMOTION AR 6166W DUG, 573E 06 6 9G46RE MTN IEA4L1 GPSp11t2 DANPD6. 0l4LE7 MST BE 141510E FRONT CF 6165908 G - 664411_6 ATTN. 56499 OR NET44 DOORS 64TH A MLLE DRAFT R'594LCT1O4 FAX. 9010 64. -16066 AFik.1AKGESPOODBTO.5 SHALL BE FROVID90 M n4. A - 01769¢00 SOURCE GOMCU5T10N MR DUCTED 0465071-6 TO 169 44PPLIANCE. G - new, FTTTM6 6i.AS5� OR METAL DOORS HANAAGTt11>H69 5BrALLAT109,1 4NSTRR. 110,15 To ee ON 9TE FOR PRAM,. 1$SPEGOON WATER HEATERS_ $46796 MEAMER9 A. MOORED ED TO MM., THE REGUME 2NTS Or 1461 HAIEGA STANDARD AND 3 L.APELBD A5 9 CH. M Acorno i ELECTRIC MATER $F! TELL.= n6TAL LED !w 61696TED 9PAGG4 9MALL BC PLACED ON A44 INcomPsessietz 49AEAe 061 F600R 9666.6790 TO A '-4646484 OF 12-40. 666 PATER SEATERS PILL 6e MRRTBD ON AN 4S' 46614 PLATFORM 1=1714 COMB.. MR DUG7 AND EXHAUST 611E, TO OUTSIDE POE APrLiu5LE G0. - 8561-184066 09S484R97 TO EE *FED IN P05TIOK SHALL BE 9ECARB.7 FA5T43ED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE D6Ee4C2 AND 00651164800 TO SUSTAIN VERTICAL AND 14OR7206TAL LOADS P6116IN 142 91!!96 L466 6ATON6 9660.46 T IN THE BUILD** cope. PIPINe, INSULATION rt.,. root NOT MATL1V51ETM ereTet 6 OF FP4h9 FOR GONIMOM661 .0504 .AT440 TETT PATER SERVICE SY999.61 191112521.11.12 TO BE POLLA14D PD6 ICS- 5015.3 TABLE 5.49 96460. _ 9921409 6641 6: PIPE* TO BE 966.A513 NT6 Ras. SKYLIGHTS ._roc „x 9 TSCH 240 SCREENS .41152 NOT Ee PRO-1 AT 111M6441,5 rPI6 PELT DOWERED GLASS 619 USED A6 49404E SEAMS PM ',x0.71594 240.5. EXCArn0N 4, 014 BOTT 64 Or PANES Or 4MDUATI46 PL ASS LOST 4D 1 ALL or THE PO4.46'6 * 00/076543 ARe MET A - 149 64.,A216 AREA Dot% HOT excels, 46 440Se87E reel- 8 - TIC 454667 POMP OP TLC 6L46e 43 par TO BE Mote 644AN 12' ABOVE ANY MALAN . 9UeFA02 471 AGG64148LE AREA G - T1! 440444441 THOME* OF EACH FA6E 6065 440T 0214 - F-D BASF D - SCAM. A4E IEOARED 606 ALL SLAMS MO 3140164414} LOCATED MOtr .444 IY AeOY9 ANY MALKM6 SURPAO9 011 AG0E59.6E ASLPA /e -TTT7 f 1 D2000 -325 VZD003Z5 GENERAL MICANDRS A.C.C. CUSTOM HOMES INC. 269:8 - 204TH Ave. S.E. Kent, WA 98042 ASSISCCO5166 • PIWSN PER ELEVATION O/ 15 L5. OtD6. PAPER OR AIR IN ILTRATION - - - Pim. PER ELEVATION O/' AMGMOR 00..75 PER SHEAR �_ IbM Oa IT pOLAT1011 ^ R-P1 Soar a41LLATtGN 6/4• TM4x SEAM W. 3) PORCH SLAb e•4) PORCIH SLAB /RAISED BOO FDN. P((. 5) WIND i SEISMIC TIE STRAPS �_ 6/4• TM PLYWOOD • PER PLAN LIVING PW. 2X L PRESSLRE TREATED SILL PLA7E tiY 112 X W. ANC.IC.I 6017E PER SHEAR VAPOR !. . "TYPICAL GARAGE FDN. (;J 1--IOUSE /GARAGE FDN. �� SP. SRIC.K/STO VENEER BEAM CONNECTOR FLATE AT ROOF/FLAT x-71 a) DECK