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Permit D99-0276 - The Junction Lot 19 - New Residence
a The Junction Lot 19 City of Tukwila • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 377930 -0190 Address: 5626 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas/Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No:. TRYONCL013DH OCCUPANT CONTACT OWNER DEVELOPMENT PERMIT .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: S treanrs : THE JUNCTION -LOT 19 5626 S 150 ST, TUKWILA, WA '98188 DON. TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 • TRYON CONCEPTS LLC 'PO -PDX 146, RENTON, WA 98057 CONTRACTOR TRYON CONCEPTS LLC PO BOX 146, RENTON, WA *• k** k• k***** * *** ****kk***** ***** **** Permit Description: CONSTRUCTION OF .A 2,359 SO FT SINGLE.FAMILY RESIDENCE, 536 SQ'FT ATTACHED GARAGE, 26 SQ FT COVERED DECK AND 100 SO FT UNCOVERED DECK. PUBLIC.WORKS ACTIVITIES INCLUDE :SANITARY SIDE SEWE R, WATER SUPPLY., WATER METER, STORM DRAINAGE, LAND S ALTERING AND ACCESS. **** k*******k************* * * ** * ** ***kk* * * * *•k•k ** * ***** *• kkkk * * * *•k ****k******* **** **k•k•k* Construction Valuation: $ 214,958.86 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSJ: Y ' Fire Loop Hydrant: N No: Flood Control Zone: N • Hauling: N Start Time: End Time: Land Altering: Y Cut: 139 Fill: 139 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N *k** ** * *•k kkkk• k**************** k************************ * ****k•k•k*k *•kkkk•k*•k* **** *•k *kkk TOTAL DEVELOPMENT PERMIT FEES: $ 3,146.29 *******• k• k***** *** ***k**** *** *•k **•k * *** ****** . y k * k *k•kkak• kkk* *k•k•k * *k•k•kk•k•k * * *•k *k **** Date _lV Permit Center Authorized Signature:_ Permit No: Status: Issued: Expires: D99 -0276 ISSUED • 06/12/2000 12/09/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: ' Phone: Phone: 425- 255 -6518 Phone: 425- 228 -9750 Phone: 425- 255 -6518 Size(in): .00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development peri t. �--� Signature:_ Date : This permit shall become null and void if the work is not commenced within 180 day_ from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Print Name: CITY OF i6KWILA Address: 5626 S 150 ST Permit No: D99-0276 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 08/09/1999 Parcel #: 377930-0190 Issued: 06/12/2000 A*****************kk****kk************k*******kk*****k***k***k********* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection, records,' and approved plans shall be available at the 50 site prior to the start of any con- struction. TheseI.documents are to be maintained and avail- able until final inspection approval is grant,ad.. 3. Electrical permits Shall be obtained through the Washington State Division of ; Labor and Industries and all electrical work will be inspected by that agency (248-6630). 4. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 5. All 'mechanical work shall be under separate permit issued by the City of Tukwila. 6. 'All, to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edjtion) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval '0f plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this . ,code shall be valid. ,8;,,NOtify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. All wood to remain in placed concrete shall be treated wood. 10. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 11. 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. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY sTABILIzED:WRIoa To :FIr1AL:CONSTRUCTION APPROVAL. Driveways : i eo'mply with City. commercial . standards:. Driveway width. shall be a 25' minimum and 35' maximum.` - Slope shall be ;a• maximum of 'I5% Turning radii shall be 'minimum of 10' . 3 `Driveways .be paved for a minimum distance of 20' from . . . t of existing road . pavement: Any. material sp lled onto "any street shat: be cleaned up. immediately. `Haul inq over 50 cy shall require , :cation for a .Hauling Permit • 'to an.y. associated activi A0011ed Date: Issued Date: 08/09/1999 06/12/2000 WATER :METER QQ $.0o is :.QQ :.; $. 00 .170 ii.0o $ . oo $ . 00 $ $.00 $.00 $ . oo $.00 s.0o .0Q s Q0 ermi t: No ; . 099 -0276 Status - ISSUED STYE t -dress 5626. S :,150 Lac'at1on: Connect i an,` :Fees. :,. Insta 11 ', i t Add' 1 "Insta l l .:rDepos i t Plan_ Review Inspection : . ; Fe e : Water Tsur n On F:ee: .Special Asses ment:.. Other. Fee: TOTAL .'WATE �J PUBLIC WORKS` ENGINEER APPROVAL '*&*k *. * **: 1: kk* A: h• kk-tr: kA* A*• A•• k*: th* A* yA* A kk#* A:t A:1*:l:A•: t•k:1k •A *•k:ti:t *A* • :;)TY OF'' TUKY4):L.A. "WA _` QL7 , TRANSMIT k* *4 A• *: ***'AA "It4)4 *. *•A *:AAA• tA*:1•*k **:tA*A•k* ** Ir••tkA * *A•k•A•A• *4***A— N.t +'k. TRANSMIT Nurnbtrc 89800300 Amount: 2.0€31.79 06/12/00 13:00 Payment Met;hacl. CI1ECK 34ot atian: - TI4YON CONCEITS ini h WER + .14 .. Permit a: ID99 •0276 Type: DEVPEKM DEVELOPMENT Parcel: Nor. 377930- •0190 Site Address. 5626 S 151) ST Total Fees: 8,146..29 TFiis; Payment 2,01:11..75 Total ALL Pmts: 3 B al ii nce: .00 k * *** *A, A•* A I i * AA* s 'A*A** * *A*: * **A*k * *A *A ** * *ol ***AAA* *A * *.i.* * Account Code 000/322.1.00 000/145.830 000/345.830 000/386.904 000/34..400 412/342.400 402/342.400 401/388.102 401/:J6.520 401/342.400 401/343.405 000/322.100 000/345.850 • Description BUILDING RES PLAN CHECK - UTILITY PLAN CHECK - MAIER METER STATE: BUILDING l3URCH((t8E INSP FEE - UTILITY INSP FEE •- STORM DRAIN INSP FEE - SMC /S$S WATER CONNECTION WATER INSTALLATION (OEM WATER INSPECTION rEE WATER TURN -ON FEE LAND ALTERING PERMIT FEE' LAND ALTERING PLAN CHECK Amount 1,657.75 20.00 10.00 4.50 15.00 15.00 20.00 60.00 150.00 15.00 25.00 '57.50 :. 0031 06/13 1710 , TOTAL. 6709.05 avnie.nt *I< * *It• *>S• * •1,• * *Aiit MCC(?lr,lt;., ' fl Ir•k k**- A* * *i * * *1\ ac1:•lel* *k k•A•A 4* : Ais * * *4.—h h *k *.a *• YIti4-1.t, �, Y: o r r u I; Id d:I_ to • 7)--i 8 - r �t A NZ Jh x r •%. *fist•,- *:1`�5 *1a4.A.4 i* *al k•1 *��k *4,40.••,, ** ; :k k; *�.+t: \k *I. Ikir 111ANSK,TT Uurnberc li98Oot 08 0 )::f t):a, 31 P y nt t: t e Lhad w C.CtUCIt Ilat:nt i c ri: 1 PY011 CUNCEPTb Irt.i t : TLti 1_vnvr, UE PERI1 DEVEL.ft'MENT Pt.I ITT . 1.0 . 61„ t",4 .Total .f•1L.L. Pmts: • 1.0t:4.t 4 k k kit; ***,*'ke1 ****.Vki, %. *• /rk$ * *d *•A *k•A• *kk+4k *k*.i, _ I)e9c1�.j of i r.n Amount PLO!. CICECK — gE , 1.064:10 5854 08/11 9717 TOTAL 7699.30 COMMENTS: C v. 0 uti 1 5 Icfc : i2: ) ....- 0 p p t f Address: Yx c ( 5‘07(00 5. /56 0t. Fl Oryr Vol Special instructions: Date wanted: 91/ 610 / p.m. ReqKester: Phone: I 1 I ...,33 'EC_ Zi. A 1. v\-\ ■ 4 --- a I )? rd ved tiJc., N)p,,, i I 6k A '1 0 ,-. — c.) pe r a VT __ ) I C.. , Project: . 1 ‘...J 1.1A e 6mi f Inspectiy:' / Address: Yx c ( 5‘07(00 5. /56 0t. Datesgedr Vol Special instructions: Date wanted: 91/ 610 / p.m. ReqKester: Phone: - .ittl==7.1t2=7,-MSZosto..Vhxzma:srasze *.citummiezar,v , ` .... .. c() INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 la -Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit ' PERMIT NO. (206)431 D 'Corrections required prior to approval. Date: (ps. 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: • RAI • tAr 1 . . . Project: Type of I rtV tiki 01 u �� L Address: .(0.3-6 S (5 O S T Date called: ! 2 j is OD 1 / Special instructions: T►'ISr +a have_ 6( 4 Date wanted: 12 r . / a.m. p.m. Requester: � 1Jan ) IJ ) l, n Phone: zQ( -ass- g y mea o.V. I= rm nu^cs�czna - tacr.:.r� Approved per applicable codes. HOC=.S 'itl atzfr6l^.OlJParsturtem .m*P Vtawxrceem23CK ! ih vava 1mecimoomp., • INSPECTION RED Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /r00 Aliv:tct.09 Inspector. ^� Date: j q) $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: .. , lelje p - 61,6„ , Ae)/1 s: ,,-- A dres 1:00 5 Po Date called: i • i Special instructions: . • / ;00 1.14,144' MI/ be de . . -....._.._.,.,..,_ Date wanted: Requester: INSPECTION NO. Aritire2SMTZIMWACMEW.M7514 A 1 ,1 1 • ' INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 1A - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • - A=\1■ 6 t- - pPo Inspector.? /YADAY Date: f I 1 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: -1-� L 0 4 VI J O n c.∎ — pe of Inspectio qq r\.� Loa( ( Nc � . `I kn j Addres C O' , 50 5+- Da� If1: _0 Special instructions: Da e wanted: aa.rr . 1 DO p.m. Requester: n Phone: H2 - ;2575- CS`i. r f; r« .aZASSw;Cw:x'FAT.ZAafp"m.`AIMI °«sIMIC{E'M`3i"ST��r S' �s^y� " by�"w"Yt:$ tn. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. Date://___ / 3_66 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: _+ 4 ....n....,...e......a.- .r.11 _... _:.af..c..,.u.. xri,. , .c.. svn M.x .a. k.Ftill,N91tvia, -,tu NtAiiti v ° 'SIN, 42:dc.. 41tie,;.7!oe.n./:+rw ..1F4hk` Project: A I I ma y of Inspection: -"M • • I • A , dress: ,i %Pi" ,5 15 sr Date called: ti-r-c-,o 'Special instructions: Date wanted: ". quester: n •' 17' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 la / Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4.e *7 1/4 ew■ C 0 vo e14)+C Inspector: R tavo.. 9 4r. 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: COMMENTS: 0 K 4 C9Ver hok4se.. \nAetrlor 01%," el crora(e (L),1 Hs !. u ThSut In ~{-1Din ax4rovA -Nor ooer 9 a r 4 4.J2 V\r-e c c 40 6 ,t-,sul449d0 1 ) mu+ C Ov-e r Cr ra oP' \■ cl Date called: Special instructions: t Date wanted: a.m. Project: t JUnC-+I (~,t1 — 1.--b 19 Type of In ti.3c, t k !. u ThSut In ~{-1Din Address: ef f 5 it S1 — ' Date called: Special instructions: Date wanted: a.m. kquester: 1111DDr1 _ IXIMIMIStriZSIIRA'Vr4.021:51frall'ira - .V. .• : • . i i ;, .. .'1' ' ■ .. . . . INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 15C Corrections required prior to approval. Inspectof "R .4.24. 1 6, 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: .t.61•Vf.YIPC...tr La ••••••• — — , — • Project: Q iLti r1C` 1LV1 — 1-0l 1 1 Type of Inspection: FrG vrntn� Address: rfo2(Q 3 ISl?�" 5i-- Date called: 1 D _ ZS — v 0 Special instructions: Date wanted: IC) -- 2to'dQ p.m. Requester: T) or) Phone: 41-S - 2-GS - 4.5 IF : =411.= 1 1g..V:3Ya'3C='17YF...52TIOM �Yffik saSd°, 1 INSPECTION NO. INSPECTION RE D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-367 ` roved per applicable codes. n Corrections required prior to approval. COMMENTS: t r. S 1; lii' " 7 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Pi J Li ve: 7/,c-A) —Z.. cr /7 Type of Inspection: (4 4 Address: ,.-- . z. s /6 t' DAte called: r \ - 2, t - Db ...-.) Special instructions: Date wa t . CD 0 ED p.m. Requester: Phone: k : 10.4.• a A....Y.0m%, Not(pu • ' • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RE D Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: p •se ( cA't \cc i ro ue fl $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: Project: , t_ost 1 T jiiiic, Fie 14 Ty of Inspection: -frIoD r CrA(01 pc Address: 54'2,G S OD" sr Date call si Is-co Special instructions: to Daw 0 0 — p.m. Requester: DO il Tri),1) IA Phone: 1- 125 - 2c5 C51 2' &V,V.eaa. L2.1: 4 42.1a; saitt.IM,' • ; - km; • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. D97- 6276 PERMIT NO. (206)431-3670 prei COMMENTS: .)•) / 3- fle, t ratk / 4 /-D '44 r Fli., 0 7 6/7 4,_,. 6,../.10 // ‹..A4.6 Date:g Corrections required prior to approval. (—Art 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: COMMENTS: 75'HaD Aec c tz-/i i' eicAt..i.,„ {j 7'6 0 II r (--, sr E. e t i , s 61 CP..t d A. , . � � ,� ,.r � e CA . ' / I , I - c,. - , Ce 1. l (O x� / auf OO Requester: ---- f Lit` fist Tee . Cvw..6, P AS -65 !7 - W v-`T To u�i s'o r/(-3 RA SThJ � --_ , w. - ismt, l,! O i cL o c rJ,. fl , f • <<r o 4v --v(_ ( 4 ) L 1'a (2 St 0 5 E , Co w o-f 1-0-T Proj ct: Type of Ins ect'on: < 0 Address: 5(A-) s /145 Date called: TAP - Special instructions: WOO ‘‘Z,. V% Ye ss3 i n t (� c or 19 Date wanted: Requester: ---- an P AS -65 !7 ': V .I ! tt 304e xF`tV.: ttM'i;1X.r.'- "'r aye , r ,. ard^i .T`.k:u�r��'mV'a '+�"- '+a tr-VS at' S SS $C SD INSPECTION NO. INSPECTION RE ' 111 ��r 4 µ��� a - 2 6 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. Inspector: gv Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ' at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: ob Type of Inspection - .0 Address: ..... 13h/93 .,---64,-,0 #.0., Date called: • , VI/64.) Special instructions: t,,or i 7 .A ..<44A44 '(.. 1- e filoi -t-ct Requester: — .. 7DA.hy -- re, y Oki S t LA I:04.4.al # 5 1 1/44 P . r C.SNAO f1/4.) ej L.61•• SL. C..Ert.4 - CD cta C6 S t . C-0AA,Ail ' v; Proiect: Ve.F.K.. Type of Inspection - .0 Address: ..... e.,,- .,..,- Date called: • , VI/64.) Special instructions: t,,or i 7 Date wanted: a.m. i i he P.m. Requester: — .. 7DA.hy -- re, y Oki * Phone: 'Wral"..11 -INSPECTION RE Retain a copy with permit • INSPECTION NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: c\ \) Date: 5 / 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: Project: l_.° ►1 a of Inspection• t 'h rr , rot r )v C1C 1O�'° • 02 s (S D s s f " Dateialiel i Special instructions: Date want�eedn::7 w U • ''- - - Qaa.'�i p•m. Requester: P one: . ..{71 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. s-. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: (.r 0.142, ai. eX•. k.... ..:....,•ry cbcnc.,-k 1 1 M Mt t d.41 0 n Wit 'S S+ S . l — W - Special instructions: • e w e j`�j� tvel? a S -(o (g INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION at 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspect Date: 7`2`'` /„) 0 $47.00 REINSPECTI ' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: -s---ter .. ..�..r� D z. a 0 b ' Special instructions: Date wanted: 0 a.m. Requester: Er►C_ P 45 : 4 of .. n . Project: , unc_ CV _ O 19 p of I spection: t 1.-- 7 ctit ` ta c - -►nc 6ric 0 r ,Co S 15_0, cf -- D z. a 0 b ' Special instructions: Date wanted: 0 a.m. Requester: Er►C_ P 45 : MIKVI tzt INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 <pproved per applicable codes. lIns o INSPECTION RE D Retain a copy with permit Da t7 PERMIT NO. (206)431 -3670 00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Corrections required prior to approval. Receipt No: Date: c4 • ( 4"" :, 747 r . • • ••■••• • • 77 a 7,7--',„,--57.7 -v L Project Name 1 /9 Address 5 Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: ,^NA City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No . r,-)0 ';i1 a-11-01 Nuthorized Sigriature Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Project NamelTenant: GO-14- Value of Co�nnsst�ruction: Site Address: S 7? �, l s f / c�Kc�/Ga Tax P rcel Number: . ° 37 30 -o n° Property Owner: ��6tJ ��� U c'�5 GC Phone: g" 7 7 SG �lz5 zz Street Address: �^ _ i State /Zip: fid / (d6 ��u'�ol t ( 5 7 Fax #: S 22 e 723e- Contractor: Phone: Street Address: City State /Zip: Fax #: " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Architect: / 47/5 ,��i�r�� � .�/r t• Phone: - 7 5 6 5'320 Street State /Zip Address7..3/(CO: City s . kW rti v �rvo eg Fax #: 4 G4'(5 /P Engineer: , -ze 4 ( /S Phone: Street Address: o City State /Zip: Fax #: Contact Person �- Phone: Street Address: City City State /Zip: /`7`(4t:J j /Vn c...)C � --((p 4�c 1'G 5 Fax #: z5 ' �e ' ' Description of work to be done: / jj l� 44„nn Type of work: 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: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 43 1 — sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: , -; 1 35`/' sq. ft. Dwelling 'Ve sq. ft. Covered Deck(s) 5 (' sq. ft. Garage /Carport sq. ft. Accessory Structure(s) (c 6 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) I AZ7 F an Accessory dwelling, provide the following: D ( Lot area Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Proj .t Number: Permit Number: Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping In Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling in Land Altering: 0 Cut 0 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: in Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use El Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): Water Meter Temp # Size(s): Est. quantity gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date arcation cep - 9 Dateication expires: App(( tIop4aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: :7-00.7A. ' -- (A ye/ Date: ._8., IC Print name 0j FOLI)00 P 1556515 1 ; 2S5 96L5 Addref eV e g4 44 ‘ cit z C 04; 6 (oc cl ed -ci ALL SINGLE - FAMILY RESIDENTIA • RMIT APPLICATIONS MUST BE s ' ITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY A \ :CGISTERED ARCHITECT OR PROFE-...IONAL 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 ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. El ❑ 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) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ El Floor plan El ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height El El Building cross - section El ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ 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. ❑ El 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. El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 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. SFI'I:RMIT.DOC 2/13/97 1 ' Kappler Architects VERSION YI.7 INCLUDES ] STORY • Lateral Analysis for: SITE CRITERIA CONSTRUCTION CRITERIA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99044 -21 Date 613199 SPM TRYON CONSTRUCTION PLAN #2359 A LOCATION LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Pian #2359a 1997 -7 Lateral analysis wa1$51>4320 Long Wall 1; O.36,' .•8 n'•:i��`Q Tt�'R? NOT VALID UNLESS 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included 041-- o?N 7/23/99 PAGE 1 RECEIVED CITY OF TUKWILA AUG ° 9 1999 PERMIT CENTER WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor. P = 2 - ( 20 / ( r max ((sq root of As))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) VALUE USED Ce = Cq = qs = Iw = r max = -2.73 WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 9 :t 1 WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) r = I %'; X296.';. 1184 J 11676 therefore use r i story shear DESIGN CRITERIA FOR WIND ANALISYS P= P(ROOF) 13.0 P(FLOOR) 9.25 P(LOWER FL) 0 P(GARAGE) 0 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Pian #2359a_1997 -7 Lateral analysis wq$Sk$f. 320 Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH PSF t.11 . 13 2 2 3 1 :1 3 .2 2 {f 1740 42 11841 0.10 I P /LF 211 122 0 0 SF # FT # FT # FT # FT 7/23/99 PAGE 2 CITY OF TUKWIU p,UG -9 1999 PERMIT GEST'ER ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 1613Q. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W STORY SHEAR -"irtr;f5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL SHORT WALLI WEIGHT TOTAL WEIGHT W= KAPPLER ARCHITECTS BELLEVUE, WA 9904421 Tryon_Plan #2359a_1997 -7 Lateral analysis wat$ l4310t 420 38528 # 832441 IF NO LOWER LEVE BASE SHEAR: Vb= 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 I# Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi - 38528 44716 0 hi (Plate Ht.) 18.5 9.5 0 Wixhi 712768 424802 sum Hi x hi 712768 1137570 1137570 TOTAL FLOOR FORCE: Vi= 1850338 Wihi / sum Wihi 0.6266 0.3734 0.0000 Vi 7316 4360 0 11676 7/23/99 PAGE 3 RECEIVED CITY OF TUKV p,UG - 9 1999 PERMIT CENTER F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC EQUALENT UNIFORM LOADING F= V(WW)(h) /total (WW)(h) SEISMIC FORCE ROOF DIAPHRAM 160 132 0 0 CHECK TOP CHORD M= T =C= 2 -2X4 10.5 '`:.u _`c� ; ' 2 -2X6 16.0' ti 16d X0 1.33 # FT # FT # FT # FT SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 MIN BOLT SPACING 5/8" DIA. AB 790 MIN_BOLT SPACING 143.64 # /NAIL 1.33 1.33 914499.8427 SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON x-10567835 #FT 46438.4907 1160.962268 ALOW.Ft= 731.501 # /BOLT . s .I. 2.311 FT O.C. #/BOLT ag" =3.31,1 FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997.7 Lateral analysis wor$5441-19320 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT UPPER FLOOR MAIN FLOOR WIND GOVERNS SEISMIC GOVERNS:;: @ 211 # FT @ 343 # FT PEO \99 OK PERM'" c s_ VI 7/23/99 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC EQUALENT UNIFORM LOADING F= V(WW)(h) /total (WW)(h) SEISMIC FORCE ROOF DIAPHRAM 160 132 0 0 CHECK TOP CHORD M= T =C= 2 -2X4 10.5 '`:.u _`c� ; ' 2 -2X6 16.0' ti 16d X0 1.33 # FT # FT # FT # FT SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 MIN BOLT SPACING 5/8" DIA. AB 790 MIN_BOLT SPACING 143.64 # /NAIL 1.33 1.33 914499.8427 SEISMIC FORCE WIND & SEISMIC UNIFORM LOADING COMPARISON x-10567835 #FT 46438.4907 1160.962268 ALOW.Ft= 731.501 # /BOLT . s .I. 2.311 FT O.C. #/BOLT ag" =3.31,1 FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997.7 Lateral analysis wor$5441-19320 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT UPPER FLOOR MAIN FLOOR WIND GOVERNS SEISMIC GOVERNS:;: @ 211 # FT @ 343 # FT PEO \99 OK PERM'" c s_ VI 7/23/99 PAGE 4 I 0 0 0 0 0 #DIV /0! IV1 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /01 I 11.5 4 4 4.5 3.8 149 lIiueI MIN PLATE NAILING 12 INC O.C. Mo= Wail(DL) Roof (DL) Mr= T =C N REQUIRED 4754.77 4754.77 5349.12 4517.03 320 320 360 304 0 0 1134 957 426.67 426.67 2241.00 1597.27 1082.03 1082.03 690.69 768.36 CS16 -30 CS16 -30 NA NA I 20 7.5 0 11 0 228 legatteni MIN PLATE NAILING 8 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /0! 1528.12 #DIV /0! HTT 22 #DIV /0! CS16 -30 #DIV /0! I 8.5 17.5 4.5 0 0 81 I; ,f emal Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING c 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /0! #DIV /01 NA NA #DIV /0! #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 o: l a z 00 2/3DL UPPER FLOOR Load 211 Ht. 8 1 - z 0 u 2/3DL UPPER FLOOR Load 211 Ht. 8 2 REACTION HOLDDO REACTION HOLDDOW 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan#2359a_1997 -7 Lateral analysis wo11541414320 d d SHEAR V WALL TYPE d d 7/23/99 PAGE 5 p l1G _ 9 199 PERMIT CENTER ' 15 16.5 14 0 0 104 111NRONIM MIN PLATE NAILING 17 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13672.09 11600.56 0.00 0.00 1320 1120 0 0 0 0 0 0 7260.00 5226.67 0.00 0.00 388.61 455.28 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! 0 0 0 0 0 Limmogel MIN PLATE NAILING #DIV /01 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /0! #DIV /01 #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /0I #DIV /01 #DIV /0! #DIV /0! #DIV /0! #DIV /0! 15 15.5 20.5 0 0 884mp, MIN PLATE NAILING 20 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /01 #DIV /0! NA NA #DIV /01 #DIV /01 0 1 0 0 0 0tp41;.8 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 MIN PLATE NAILING #DIV /01 INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /01 #DIV /01 #DIV /01 NA _ #DIV /01 #DIV /0! _ #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 1 - CD EE 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 HL 8 w= 1- c? w 2/3DL ✓ REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 th ▪ J 2/3DL ✓ REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 J 2/3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c d d SHEAR V WALL TYPE c c d KAPPLER ARCHITECTS BELLEVUE, WA 99044 #2359x_1997 - 7 Lateral analysis wal$st8iet. s20 7/23/99 PAGE 6 OI"ry OF IA 9 199 9 PERMIT CENTER I 4 2 2 0 0 132 11SEM LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /0! #DIV /01 STHD 14 _ STHD 14 #DIV /01 #DIV /01 4 4.5 6 0 11649.34 13105.51 17474.01 0.00 680 765 1020 0 120 135 585 0 1066.67 1350.00 3210.00 0.00 2645.67 2612.33 2377.33 #DIV /0! STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! See beam calculations for added overtumina Toad I 20 14 10 0 0 2861amiall MIN PLATE NAILING 6 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 33977.24 24269.46 0.00 0.00 2380 1700 0 0 1680 0 0 0 18946.67 5666.67 0.00 0.00 1073.61 1860.28 #DIV /0! #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /0! I 8.5 3.25 4.5 8 6 134 010Mitail Mo= ' 3699.00 5121.69 9105.23 6828.92 Wall(DL) 552.5 765 1360 1020 Floor,Roof(DL 900 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. N REQUIRED STHD 14 RJ NA NA THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 < z 0O u. 2/3DL MAIN FLOOR Load Ht. 1- z 0 u. REACTION HOLDDO TRIB.LENGT 343) 14.5 8.5 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW a a a WALL SEGMENTS b c b b c c b c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Pian #2359x_1997 -7 Lateral analysis wc4$5 t. $20 d d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. Ak3G _ g 1999 FERMI CENTER 7/23/99 PAGE 7 I 15.5 15.5 19.5 0 0 152'' Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /0! #DIV /0! NA NA _ #DIV /0! _ #DIV /01 I 0 0 0 0 0 #DIV /0! INVIDIVMS1 MIN PLATE NAILING #DIV /01 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! _ #DIV /0! #DIV /0! _ #DIV /0! 1 25.5 6 13.5 7.5 2.5 296iiMM4 ) MIN PLATE NAILING 6 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 6293.60 1020 2295 1275 425 840 2025 900 300 3720.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ STHD 14 RJ _ STHD 14 RJ THD 14 RJ I 5 32.5 0 0 0 5311 ypi'_6 l Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED • 14561.67 0.00 0.00 0.00 MIN PLATE NAILING 33 INC O.C. 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /0! #DIV /01 #DIV /0! NA #DIV /01 #DIV /0! #DIV /0! w J FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 o:~ 1--0 w x 2/3DL ✓ REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 th Z J 2/3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW a TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359x_1997.7 Lateral analysis worMeet4320 d d d SHEAR V WALL TYPE CITY OF � � AUG - 9 1999 PERMIT CENTER 7/23/99 PAGE 8 ELEV. A ' FI .•0 Kappler Architects, P.S. 13400 Northup Way, Suite Bellevue, Washington 98005 (425) 641.5320 * Fax (425) 641-5318 Tryon Concepts °'M By PV�It MIT NI Nu PLAN # 2359 TlIS OWNS 8 © CCPYROHTED AND IS TIE EXCLUSIVE PROPERTY OF TIE ARCHTECT mr wil MI L. I M'KMM99044■99O442I 07•? ?.999 I7 O45 Stmt. f L Wakelalkn Nnih n9 i tin ELEV. A ML1 _os mows, 1 Kappler Architects, P.S. 13400 Norlhup Way, suite 33 Bellevue, Washington 98005 ( 425) 641-5320 * Fax (425) 641-5318 Tryon Concepts ' •n W rearm m p ir eat rearm am . on PLAN # 2359 me DRAWING IS COPYRIGHTED AND 0 HE EXCLUSIVE PROPERTY of THE MGITECr wil NE MI 4.11NM trA990AAV910AA71 0/•77 1399 1 /G05/ i'ool nil Wakalalrn NaUoiu twri 0 0 rJ r 3r . i GO S CO 0 1 1 4 Kappler Architects P.S. 13400 Northup Way, suite 33 Bellevue, Washington 98005 (425) 6415320 * Fax (425) 641-5318 Tryon Concepts WO BY �'�' rnnA Q mom wr . r� In • PLAN # 2359 THS ORAWIMO IS © COPYR OMTEO AND Is TIE EXCLUSNE PROPERTY OF THE ARCHTECT r�i. No twri 0 0 rJ r 3r . i GO S CO 0 1 I t. l \I!M\t1fl990A4\990Ad210/.22•'399 176110 ;tool UL Wakstatut Nettnr5 r. am ram re. L SHEARWALL SCHEDULE lE anvil mai 441144 1 •11011 11042« urlr 114 sitar W1?N v 401 01 wn0w Ma V1 onmr 1021 •01 01 0.)0010 a>m 141100 '/n rO. CV n • C►01 11010011► !i i 3 33 ii[ tt C C IF CAI OE SCE OR SA' GAIL ONE SCE 1r • r ••• AA n • n • 1 I r • r• aon PO • O O • e ee eee eye a 9 9V 91:1 xx 's : b . .. .. .. . . . . • $'>! 9 5 $7 $t $7 b b t.: win: a M. N NS - �� gi @� E � ➢ I . ; _ 4i1 11211 1 ;; ;;; Et ` 9 i s MIN 1 e e 1 Vr GAO GO WEI OR S• GAO no /w MS z1 altg L•' OIS TTO ICES Sr MGM SEAAw . ITI •nl STLCN • PAlL EDGES em-4 WE/DDIAlMI NAMOOART. SONG OR COAL Mat rna amain 77•1 Cam OUNDATION SHEAR WALLS /ur TA'.rI SYMBOLS & LEGEND F1O o.0 LOA. moon ABDVE , a PONT LOAD P.M .MOVE W LOADNG • PONT LOAD INANIPONIG DO AN PONT LOAD T \YISANG DOYI i/ LOIDI WOOER PONT LOAD T•MIPE ED BY KCICEN Z NOLO DOW YIN 117E DENCNATKN WO VB[rICAL STRAP YTN S 7I DEIrAAAtlow 1r to se WED a 'Lome moil �Tq — NOI.70NTAL STRAP Wu sox ocioNamiced O AcCATIS SEAM CA Q •TICK YTN NOO® RAPIER ER O WWI MU. _ 7T•E O SWAN NALL 1- - � sacs. •sOl4 =MEC %NLL 017.W 7NETE: ;MEM OTIEIErrE NDTED. DGMEISf MO CA CLLAT10A AR NoT Fl1VV'DCj N TWA, D M1 J 1 1 t GEE CADLATIOSPOR D!!!91 OE19Ei t ALL ISEMILIALLS NOM OM TIE FLOOR FLAN ME Fp1II•1S ON TINT LEVEL mPCALLT SOP eMDED1 2. MNCIIORACE IS FOR INFAN•AI I SPMELS) ONLT- SIEVE POR GTEI CO WALLS AIE MOT DESOLATED AS SEAR PANELS, NAILS MN BE SPACED • W OLfM•) PER TABLE 73.1 -0. 1 OEM PORTIO6 OF WALLS ARE NOT DESIGNATED AD SEAR PANELS TIEN SEAR DETAILS DO MOT APPLY FOLLOW M!L USG IEOWIETENTS. 4 PRDVDE TWO SILOS AT AU. MOLD DOWN LOCATION& S. SE PWIIACIUB[f IEOIESENTS A)O CET MS FOR EAOI TTPE o COON( STRAP AND COMECTOI FOR P CPER N OA LATIOI S. ALL PL7I2012 ° DIMS 11IEAMW215 bMLL APL. D aamstTALLT OR V RTCN I T Cal SW& EDGES SHALL OE ITMGEIED AT LOOFA OF SILOS IIO sLGC® P9! CAMEL 1DO NOT MERDISVE NAILS WO MEATW& • Gums CR SODS IRE NOT MI ACCEPT MILE ALTSMTIVE TO NAILS FOR DESZMATED SEAR WALL PANELS LAWLESS PIE- APPICVED EIT THE SP A.DNG OFFICIAL �4 Rc iLitEADIEG ADO SEATING L•' OIB MIA RATED SEATWG I24A01 LAT IP IF MEW W GEAR INTIM PANYS TO ALL FCM DPM/IO( NALJG WALL BE SA AT S' Oc AT PA/EL EDGES MC E NN: AT NISPEDMTE RPPORTL NOME EDGE CLFY • N' OD • Ill L(SIl PoRTW EDGES ALLOMSLE PAMPAS I EAR.MIS.l sr 1 ROOK YEATI•C YA' COX 1FC. A•A RATED PLT1OOD (YOA)NAIID MO (AJED. ADIESI E SMALL 02E0101 TO APA SPECENOAT10I MG R PROVO( T . EDGES AT LOG PAIEL EDGES NAREG UMLL SE M! AT S' at AT PATEL EWES MC b' •• AT IMMOLATE EFFORTS ILLALLOMELEEE DMFlRMI I EAM2SWE7.Rp✓ i PLTICYO NEL BE LAO Y FACE LOAN PER ISOCLLAR 70 EFFORTS NOM MAIN FLOOR SHEAR WALLS SHEAR NOTES GUM OFETINIE NOTED' 1 UPPER FLOOR SHEAR WALLS ® BEDEWED CITY OF TUKWItA HEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS AUG - 9 1999 PERMIT CENTER co COI ima Q TILLE CO ND NON..'' 1997 U BC SHUT S3 ELEV. A f _., SHEARWAL ter__ k in a ; ; yr OM Oa MI OR SW MO OE WE 4 a r + r + •i+ ww • w i t + r+ 000 ON 0 n e 0 1 Et 01111110 IGCI OR SSTOIRTe SOO PA =OUR Pa SW am Am A sa 1. A I i 3i0 we Dan 1.7 MO 3TACCER 31A11I6 AuITSEA71 WWI • P.C. EDGES 1.4.4 IIIVENIYIBB1 wicooto117. TOM MEDAL TM ant carp FOUNDATION SHEAR WALLS .rM M'fI SYMBOLS & LEGEND Op PONY LOAD ARM abotot PONY LOAD PROW MOPE WA LOADS* • PONY LOAD TRAPP/41P6 DOW PONT LOAD TIeMOKO Dal r LOADS* ur•vr PORT LOAD TRANSrEIRIED BY KIOmE IIDLD OOSN WOW Sa OLWb4TION �' ;' TO IC STRAP CO Wit OFSGN1T101 To � WEED w NLOpE eaw �TLw — II012120MTAL SOUP Wu N3 Ot1ON/ 1 O .CICATE6 !API C ^• •TIDI DTP .CO® Minn z CROR O SALMI S MU. _ TYPE OP S•EAI WALL Y===r WALL ASOVe TM= WALL SELOS MEL ;LESS OTISSE.SS KRto. EOPSID06 AND CAI.0AATpo AR NOT PROJOED N nem ORYPG• J 1 SHEAR NOTES ni ChOLA1tme POE DOGE OEIt'111A L OS GE P. PLAN ARE roe PALLS OA TMAT LETS IITFlGLLLT rat 050m1 2. ANOAORAGE IS FOE MEAISWLUTPAIELS OL.T, GAETE PORTGNO a• sous AR NOT DESDNATED AS SMEAR I•ANIELIL NALS MAT OE SPACED • IS' OCITOU Pet TABLE 234-a 3. MBE PORTIONS O MALLS ARE NOT DEOGNATED AS sE.YE PANELS TEN SMEAR DETAILS 00 NOT APPLY POLLCO OK DOG RENTS A. PROVOS TAO S11DS AT ALL HOLD 0004 LOCATIO IL S. SEE RSSPKTISta1 SE is ace DUALS KO ECG TYPE 1a0001 STEAM A O caSECTa POR mem SSTALLATIOL CALL l4T1TOco 6TP*N1YEAa1LJ.S SW11 SE APPLIED M04ORALLT a YEQCELT G MUM EDGE! ROLL 1E 1TAOSEED AT CRIB O SAES 00 ELDO® PER •e•• 100 POI 041/ORLE MACS NTO LEA14R1 • STAPLES a aDlLE ARE NOT AM ACCEPTABLE ALTANIIK TO NAILS POE DESIGNATED SMEAR WALL PANELS OLEOS PRE- AFTROvED ET TIE EUI.DNG OPRCIAL ROOF S FLOOR !EATHP* L MX, EIEAnwUVDeerA RAGED EIU11 .1MAULATIPar MEW L* CLEAR SETAEHl P/6) TO ALL= Pa E7? /NICK PSALM WALL OE r AT 6 of AT PAIL tamp AD P cc AT ME!'EDIATE WPORT& FlOVDE EDGE CUPS •7A' CC. • ALL U*ETCATED EDGES ALLOSASLE DIAPMBI BEAR.SSISS7•MipT ARDOR SEATIO0 ZN' 411 TO A►A RATED PLTYXO 116130 WEED AO GAGED. AMINE SMALL COMM TO APA IPELRCA7101 AICi R NWIDE TO EDGES AT LOG PANEL EDGES BUM WALL SE OA AT Y at AT PRO. EDGES AO 11 ac AT SOEIS67WE IIIPPORI• ALLM16E ONNRAR IMAR•7SdJOdTVd 1 PLTL0L0 SMALL E LAD R FACE GAM PM'OOCLLAR TO RPFlOR11 MO EO 1 Lilco uui 1111 A, 11 _ i�► �� i =iv ;'�1 1111 • Nil INF 1111 14 AaA. Alla ENE V" MIS imiII 10E1 5 _ _ irre■millmTvii II I 1. At MAIN FLOOR SHEAR WALLS Sw UPPER FLOOR SHEAR I TC YE YE TT 11 71 SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCUII %r CLEAR! • LIMITS TO B PROPER LINES NDICATES DICATES E ISTINO /PRO ATURAL DR INAGE PATT X. 139' YAR • OP EXCAVAT TO RELOCATE ' IN REAR OF DDITIONAL VIL ENGINE DING 019990 25'.0 ,SIDE SEWE FROM DRIVEWAY AWA SANITARI, SEWER STUB OUT\ 1E =212.70' \ EXISTING TOPOGRAPHY. TEST TEE 11 � WATER SUPPLY STUB OUT 314' METER IE419.00' TYPE K COPPER WIRE PHONE • (425) 255.6518 TAX •• - LEGAL DESCRIPTION • N CS 10 "DEID MAIN FL • 234.0' PLAN 02359A i T � C.O. . '�� GARAgE • ' 4 ' 2285' , - � I 8' WATER 8' SEWER MAIN 3■ 13.0311\ ,1 4 5"c40 2.4e S Oil SITE PLAN FOR LOT 19 SCALE : 1'820' SUBDIVISION : BERGSTROM (THE JUNCTION) STREET ADDRESS : - LOT AREA : 6.901 Kill PLAN •• PLAN •2359A OU,NER : TRYON CONCEPTS ADDRESS : 14420 SE 84th ST. NEWCASTLE HOUSE TO BE BUILT GARAGE RIGHT S87' SETBACKS FRONT : 20' REAR • 10' SIDE • 5' SIDE : 5' p JoB 0 . PLAT FILE '• DATE. REVISED DATE. NOTES: WI In: :. ;T tiro design design . • : � 'c; i; , deletions or ) thew drawl; date will vc. :. ptanoe and a resubmittal r ' 'mwIrg0 for SI ^tI 1 approval. P to hew inspection* Dalt I. DRIVEWAY PAVED FROM S. I501h TO GARAGE N 2. SD. PIPE OF 4' NON - PERFORATED N -12 TESTABLE ADS c‘SNSS PIPE 15 5' SDR 35 ON A 6% SLOPE. CLEAN TS PER CITY INFRASTRUCTURE • ST S. 4. WATER SUPLY F ',, METER TO THE HOUSE ••,I5 3/4'. WATER METER ISL FOGTITE 5. WAT ER•6Ut?PLY • CONNECTED•tO WATER METER SETTER TEAUILL BE ED 1 MULCBLE BY \ OWNER B DATE\ i EMPORARY ERO&ION CONTROL BE STRAW ON THE DOWNHILL OF THE LOT PER 1998 KC. CE WATER DESIGN MANUAL X D. W. 236.0' . 232.0' LE 8 "PINE F1R$ HYDRANT R %C� LS #9)‘ ,,$4.5 94 ,92 99159.1410 99122.02 08.01 -99 SRU II -03 -99 MJM frappler Architects, P.5'. 13400 Northup Way, #33 Bellevue, Wa, 98005 Lel 425- 841-5320 fax 425 -841 -5318 NR CORRECTION T LTR# CITY OF TUKWILA NOV - 4 1999 PERMIT CENTER 99OZ7b CLEARI • LIMITS TO B PROPER LINES NDICATES E ISTINO /PROP ATURAL DR INAGE PATT APP X. 139' YARD � OF EXCAVAT ON TO ' RELOCATE ' IN REAR OF LO DDITIONAL VIL ENGINE DING 019990 25'.0' 4 % SIDE SEWE AND 10' MIN AWA FROM DRIVEWAY SANITAR' SEWER STUB OUT\ IE= 212.70' '.` EXISTING TOPOGRAPHY TEST TEE ' WATER SUPPLY STUB OUT 3/4' METER 1E ■219.00' TYPE K COPPER WIRE 8''WATER walk i S' SEWER MAIN So 13.03S\ NOTES: HOUSE TO BE BUILT GARAGE RIGHT 1, DRIVEWAY PAVED FROM 5. 150th TO GARAGE N N N 2, S.D. PIPE OF 4' NON - N -- TES 0 These plans have been reviewed by the Pub*, Works Department for conformance with coot City standards. Acceptance is subject to errors and omission' v'sic" lo not authorize 'ioiations of adopptee' , -;.d�rc. . . cr ordinances. for the ,t the design rest: :::" •;ith the design. . `;n; deletions or • ) these drawi date will vc •.:ptanoe and . :. a resubmittal r • :' swing for st i'-" • approval. Final acceptance is subject to flew Inspection by the Public Works tube Inspector. IDS: 4 4 55 PIPE 15 6' SDR 35 ON A 6% SLOPE. CLEAN TS PER CITY INFRASTRUCTURE ST 5 4. WATER SUPLY F METER TO THE NOUSE ••.IS 3/4'. WATER METER I$ FOGTITE h 5. WAiER•SU1?pLY • CONNECTED'TO WATER METER SETTER TE H1ILL BE 1 E0 4 MULCBLE BY \ OLLNER : BY COMPLETION DATE\ EMPORARY ER05IGN CONTROL BE STRAW ON THE DOU,NHILL OF THE LOT PER 1998 KC. CE WATER DESIGN MANUAL IX D. W. 236.0' 232.0' LE NR CORRECTION LTR # WATTSUN 5.6 FILE: M: \ \KAA \ \99\ \99044 \ \PLAN2359.WS Site: Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration Component PROPOSED DESIGN COMPONENTS Struc Mass Light Frame, Sheetrock walls 4I1 cM in2 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2359 ft2- HOUSE ID: TRYON CONCEPTS #2359 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. REFERENCE PROPOSED 401 372 Btu /hr -F 4.43 4.57 kWh /ft2 -yr Reference Value X o 04 U -0.029 1`99 U -0.200 �g U -0.058 U-0.031 01 ACH -0.350 Reference UA Description Value X Area = Floor R19 vented Joist 16oc U -0.041 Glazing @120 * * ** 2g1 vinyl clr /air U -0.049 Doors Wood 1 3/8 ", solid flush U -0.390 `AG Wall R13 STD Lap Wood U -0.082 Ceiling R30 blown Attic STD baffled U -0.036 'Infiltration Standard Air Sealing ACH -0.350 Proposed UA M- 3.000 2359 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 DTI • 07/28/99 Area = UA 1702 49.4 353.9 141.5 55.6 15.7 2439 141.5 1702 52.8 20908ft3( 133.9) 400.8 UA 7077 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 372.1 WATTSUN 5.6 . FILE: M: \ \KAA \ \99\ \99044 \ \PLAN2359.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.5% 1997 WA STATE ENERGY CODE COMPLIANCE REPORT PROPOSED Electric: Zoned 100 % 100 % 0.60 26473 Btu /hr 26473 Btu /hr 11.5 kW (150 %) 15600 kWh $ 858 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded 07/28/99 HOUSE ID: TRYON CONCEPTS #2359 PROPOSED North 292.7ft2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 INDOWTO ROOM NAME WIDTH (IN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) .... MAIN LIVING 6.00 5.50 33.00 1.00 - 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.72 1.00 13.72 - NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 8.00 _ 5.00 40.00 1.00 40.00 TOTAL MAIN 159.74 UPPER FLOOR MASTER BATH 4.00 4.00 16.00 1.00 16.00 .. M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 6.00 4.50 27.00 1.00 27.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 3.00 5.00 15.00 2.00 30.00 TOTAL UPPER _ 133.00 . SUMMARY TOTAL GLAZING SQ. FT. 292.74 TOTAL HOUSE SQ. FT. • 2,359.00 Glazing % 12.4% ::.,( i' ;a&i. Sk >i.,.. a °.fo:",w" s! :-z,. o:;rw 'iw'ahilav, w ;P.,..C'r i',ia. b vp -p .n•.u ' i" 1iw�; r + r Mi`C �'.:, Fa.. E: Fa��N�l iil t�,..¢..' k�! 3�•'. ?Y'S,�i�.�/.:�t�C.L��nri'.215 {tY .. kappler Associates Architects JOB NAME: JOB NUMBER Coovriaht 1994 TRYON CONCEPTS PLAN #2359 99044.10 DATE: BY: 6/2/99 7/28/99 GLAZING.xls 11 ll c). PROPOSED TOPOGRAPHY MAIN 7 L 234.0' PATIO EAR SETBA 20' FR • NT SETBA ' K. 4' EXP. AOO. • 1 C DRIVEWAY L LOPE NFORMATI ' N RING D INOS 6001910 'ID T TORM ATER ER TO MO ES N MA A • TION 1'''WATER MAIN asstil IN 1111/ SIDE APP ' CLEAR 3 LIMITS TO BI�� PROPER LINES 1 FOR DDmONAL SEE VIL ENGINE RECO DINO X19990 FOR SU MACE WATER CONTRO SYSTEM, RE COUNTY URFACE D DRIV ; WAY SE SANITARY SEWER STUB O"."T I EXISTING- o TOPOORAI *. WATER SUPPLY STUB OUT 3/4' METER IE■219.00' 7 66Air S.1 SO �P 2 , ,sss SITE PLAN FOR LpT 19 SCALE : 1' =20' SUBDIVISION • BERGSTROM (THE .ruICTION) STREET ADDRESS : - LOT AREA : 6.901 egf1 PLAN •: PLAN •2359A OIWER : TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE PHONE : (425) 255 -6518 TAX • : - LEGAL DESCRIPTION :Inc. dr. * 1 I �, � /I ,, W W: N 4; U 1 A.A413 1 . ° 14 Pir HOUSE TO BE BUILT GARAGE RIGHT • RECEIVED CITY OF TUKWILN PEiMIT CENTER N N N NOTES, DRIVEWAY PAVED FROM S. I501h TO GARAGE P 5D. PIPE OF 4' NON• \PERFORATED ADS N►�LSTABLE SETBACKS FRONT : AR : 10' IDE : 5' S E: 5' tS FIR $ HYDRANT Job PLAN FILE ": 9917 ?o2 DATE: 08 -C •99 5RU REVISED `ATE: 6 "M AP4 40 "MAPLE — STORM d AIN 11E•219.00' /Ca pp? r \\ A rcI2 to �? ts, P. ,S "S, 13400 Norlhui. Pay, #33 Bellevue, Es. 88\4 lel 425-841-5326 fax 425 - 841 -5318 3.O SS T3SDR 35 WATE Y FROM 'METER 10 114E HOUSE 15,3/4'. A TER METER ' WATER SUPPLY ECTED TO WATER ! T�BY4�'+ r E-WILL BE . INC NG SEED 1 MULCH BY Y Y PLyr DATE PORARY I CONTROL STRAW ON THE DOUNHILL THE LOT T.W. 236.0' B W. 232.0' DPI- 0:10\ f lre ,r,- w.wrn+ru, >.,,.,n..f. ,..n.vur,... vnrxuw,. nw.-., ew+ �, w:.+....,.. �.. �ww...,u, o. w. NO..,. xxsua •:r•..�.s +r�o.mkrrn:s.. • PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 19 5626 South 150 Street File #: b99 -0276 Date: 11.09.1999 Reviewer: L. JiII Mosqueda, Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. When drafting the site plans, please use larger arrows, different line weights, different line styles whenever possible to help the reviewer differntiate between a property line, pipe, easements, rights -of -way, and dimensioning. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac Exisitng topography you show on the plans should come from the As- Obuilts for the Bergstrom plat. Proposed topography you show on the plans should reflect changes you expect to make in the exisitinfg (Bergstrom) topography. If you do not Q /Projects /The Junction /Junction lot 19 b99 -0276 • expect to change exisitng topography, please state that on the revision form. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix b. Please state the specifics given in Appendix b for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. Please refer to Appendix b, as named above, for the specific permanent stabilization requirements. Residential driveway accesses are limited to 10-20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. Q/Projects/The Junction/Junction lot 19 b99-0276 November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0276 The Junction — Lot #19 5626 South 150th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, renda Dolt Permit Coordinator encl xc: File No. D99 -0276 Rwda LEYYtio atutti LL'a4Yt:tAturtettr..*Viacs. John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 t HC:WSlletiwl:MrJM�MAV lsfu.- 4 August 16, 1999 . Don Tryon 14420 SE 84th Street r Newcastle, WA 98059 . RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0276 The Junction - Lot 19 5626 South 150th Street Dear Mr. Tryon: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 9, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the attached. 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, "ePti,AtieL-At-/ Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0276 City of Tukwila . t.. wVlX. v». arb! I,+. �rt> 1. MUSM!'. P: 1. l:'!! �I✓1[fFtHxAltfrRV.l+ln�iYVr.S. Department of Community Development Steve Lancaster, Director Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Site plan and elevation not keyed. 2. Plans are flipped from site plan. 3. Foundation details may not fit site elevations. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431 -3665 Public 11- Complete Approved V'RROUIC.DOC 5/99 DEPARTMENTS: Building Division n ¶ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0276 DATE: 1 -5 -99 PROJECT NAME: THE JUNCTION Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 111 Revision # _ After Permit Is Issued . „ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: DUE DATE Approved with Conditions n n REVIEWER'S INITIALS: ..y y.'rY,l; y.. xx, r 7+” x^Y.'. «�a'�l ^.'rr•' _r'A ,'+ :trnr;c; z,;tt.,�.. . ,..,tae.., ., . „�M- `��1::�'i:;.; �±�'r . , :...,.7; A:A a- %. .• � . i , .. Planning Division Permit Coordinator DUE DATE: 11-9-99 Not Applicable n Comments: TUES /THURS ROU NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 12 -7-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n n DATE: DEPARTMENTS: B ding Division E Aux. to 1-4 et 4I 111l , QrrY+ CXYO • `�'i-� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0276 PROJECT. NAME: THE JUNCTION — LOT 19 Original Plan Submittal Response to Correction Letter # DATE: 9 -21 -99 XX Response to Incomplete Letter # 1 Revision # _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete M. Incomplete Comments: TUES /THURS ROUTING: Please Route 12■1 Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10-21-99 Approved Approved with Conditions Not Approved (attach comments) OliteAjiM -41 MA9,12_0( ( 113 @—) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: FN g q --qq Structural PI nning Divisio g Permit Coordinator DUE DATE: 9-23-99 Not Applicable DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: V'RROUTE.DOC 5/99 DEPARTMENTS: B in Division Pgbllic Wor s (.UrYVI i ori.1iA APPROVALS OR CORRECTIONS: (ten days) Approved WRROUTE.DOC 5/99 -44 ,&Jo Fire Prevention Mai g-15 Structural �� -f.'': .;+x.�'�Yn, =rr.v« r.:;y*a�•'.. >•, ,+dv,. .;in.. `.r,i' �;a+.t", qti;! c PLAN REVIEW /ROUTING SLIP ,ACTIVITY NUMBER D99 -0276 DATE 8 -9 .PROJECT NAME THE JUNCTION LOT 19 X. Original Plan Submittal Response to Correction. Letter # Response to Incomplete Letter _Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE 9 -9 -99 DETERMINATION OF COMPLETENESS: (Tues.,'Thurs.) DUE DATE: 8 -12 -99 Complete ri Incomplete ICI Not Applicable Comments: r w (iW (y knalled - fiely TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: Approved with Conditions ri Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 .� � i � r�ti. �-�w G � E c.S i3 ��b1- f k »c y : r a � tia �i fi > 'C• . s 'A7, "� 7 %i P +!'{x ?i�Yr'r �•.• City of Tukwila Department of Community Development Steve Lancaster, Director X . Response to Incomplete Letter # Response to Correction Letter # 0 Revision # after Permit is Issued Plan Check/Permit Number: D • Project Name: J LL.I1 PI) • 14 Project Address: S 15a Contact Person: Pith al Phone Number: Summary of Revision: s 9 4 S 1 \ p , ei 4 4 .' ( T 2 1 1099 PERMIT gVy p John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:Q.��F --- (r Entered in Sierra on 2 -- 1M 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 City of Tukwila Fire Department Fire Department Review Control #D99 -0276 (511) Dear Sir: Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd August 16, 1999 Re: The Junction lot 19 - 5626 South 150th Street John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 2. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 ..:„ • •••.•• :e•% 4 . ...• • • • '1,4•••• • &•.4 . .• • .• • • 'at - ',.•••••• 7:1 • .4.:..to.= • 't a ‘• • ; •-•• .7. . • " • ." ' " ` : . . '• '• ••• . " .. • • 1. • 4 g • ...... . ..,... t.:.r,...:.ili.'•... • - • ' t :: :4: .44 , .44 :, .... ... ?"... . . ' . . CONT - GENERAL . " " -, REGISTERED AS PROVIDED BY - LAW S ! ' • i .."';:;:-:::•.:. - . .... , .. ':•• f..;••=1:::::- .. ..- . 6 • i....:,:.•;11.::.:.:•:F.:7.:".'1"-T: . .. REGIST . # EXP. DATE . ,... . •.'..' :... '... ....-....,':,••.!,:•.1: CC01-i-,?..::::TRYONCL013Dli 02./01/2000... :••:, -..:.,• ....:. ...?„. ..,... - ... . • "-' • '' .' ' . S EFFEdT , I'VE .. DATE - . 0.3/ 08/19,9 „.9. .:, - ” ... -- ''• ...-:::::.; -:. • : -•-• - ITRYON CONCEPTS LLC .,..,...:: . • ----• =----. ..:: 1:::1P0 ' BOX .•146 " • , - ... . ' RENTON WA • 980 : •• .•... -. !. . • • • . • . • ••• --- -•••••- • • • • -s• • •- • . - •• : . ' • : ' • • • .14 : • t •• •• - .„ ..• •7 ••" • •• . :.•• :••• l'••••• t •• •-• • 7" • .4•• .:: • . . .14 -..• r r • 3 . • .. -•• ”.• • • • - • • :. •••- r..•••4 • • 1 • • • , • • • . • . . , .14....1,•• . ;z1,.,.• ••••," -7 a,t!.tr , ?' • - • • • • • t . . , .. . .., ... 4: . . . ,.., • . -:•-.• ••;:' 1.' :. ! • •• • 1• . • • -. - • ..,:,.:.1 -. ,. :.! • ..• • . . . - .:. 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' ' • • -• • • : • ••:'...., - ......7 .,:. .' .'1; ...;': .:: ..::.. ::. .. .. :i .:' '':':'' • 7 .." .. : •. ' • ;... .. . . . .. . .. . .. . . . . . . .. . • •.:.• • • • :A v*" • t 1..r .t 7 .. • tv :.•-• ... • • Master Bed. I6'0'x13'I' rAl I Bath Bonus 15'6'x13'3" M. Bath Bed. #3 11'9'X10'0' Garage Patio 10'x10' Hall FILE COPY I umlatefana that the Plan Check approvals are r fubjatat roes end omissions and approval of plane demo not authorize the violation of any odopted @ade or ordinance. Receipt . of con- • l tar' suopvOfapprovedp Data SEPARATE RmMIr REQUIRED FOR: ! MEN •� ELECTRICAL punixota OA3woe err, OF ' KWILA DavISION Side Elevation m Rear Elevation Tryon Concepts ® COPYRIGHT Iawueua+® WORK KAPPLER ASSOCIATES ARCHITECTS Upper Floor PLAN # 2359 SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 1204 SF AL CODE NOTES UPPER FLOOR 1155 SF . A2. FOUNDATION & TOTAL 2359 SF M AIN FLOOR FRAMING A3 MAIN FLOOR PLAN GARAGE 536 SF A4. UPPER FLOOR FRAMING DECK s PATIO 126 SF A5. UPPER4FLOOR PLAN SOUA.P FOOTAGE is MEASURED To THE A6. UPPER ROOF FRAMING OUTSIDE FACE OF WALLS. STAIRS ARE A7 '. ELEVATIONS .& T COUNTED ONCE IN CALCULATIONS. OPEN BUILDING SECTIONS TO BELOW SPACES AND GARAC:E9 ARE NOT INCLUDED IN CALCULATIONS. DL 'STANDARD DETAILS D2. STANDARD, DETAILS 51. LATERAL DETAILS S2. LATERAL DETAILS 53. LATERAL WALL SCHEDULE Piviabn GENERAL, REQUINTS coversh.t.s beet peva. In a generic out. fon) foliceng . Mande.. by ...ma. Standards institute (094). b fa as a the Contrator/Cerer. Mb out. le Ina.. to week with a material abet. Ibt folio,. the .81/ format. Not all I.s are wee.rlly negated to capita U. ...project. Coo... lath rentractor/Osear for cdp.e liethe of epecificatiore 1ntNn this coveraheet It rell sb. 'Coordinate elth inatertala finiah aebotan • 2 hese dewing. are copyightat KAMER ARCHITECT3. PA rata. all right. cetera. and copyrIght a We design wider the federal copeight as f ilbstrationa or sakingamsinga my form d authorize. of ..ER ARCHITECTS, P.A., 3. Authorized narodat.0 mug bear the ase of KaPPLER ARCHITECT5. PA 4 Calsensuoreacsiag aawings by asir very nature are diagram/Ric and do not peport to th . an details r construct.. aestion, geteraly ar. to ths anteechralldesigri heed end o teb.1.1 detailing ahn these dung.. As deinc.ations, interaetat., a. revbbre are all part of the anntruct. pro.. KAPPLER ARD4ITECTS, P2 therefore .. Ib for ary area .rect. or conse.mtlal damages as a result or not M construct. proems. 5. Do not way o r modify . utak dr. except with wittantestniction 1.11KAPPLER AFCHITECTS. Report diaospardes, a. casions to ARCHITECTS, PS. .ediatele 6.E. to . nab. or construct. and the builarg proce. the. and Contractor/Deer medico of the Wick, compass., and aesenblies. T. net of uorag dotage la considered 'builder ard does not Saude opecifications or baldleg naterlde at. Therefore it la i.e....se respoesibflity to prov. and coordinate ape..., ha., precast e. Mallet. or aeseril. KAFPLER ARCHRECIF P 111ty or rresposIbility fa discrepandos or cont. shl. oar through Cantractorghner ape.. materlab thee respective health. . KAFPLER ARCHITECTS, PS. aarusea no kallity or respasbillty for any I. aitch nay be ..I . or referral to by situractuer as band name hens ca. cut are done afar ca... only 1.. net scats these dam., for critical doers._ verify an dloanslme and clatun, berorre corm:nag sc. and be rasponable for that accuracy and report dbcrapandes anfiek. to t. 21"..t inneollately. 8. 1. t/O 1 . of a trades toast. FP a. adeonate Marfa. of an trade works. 1. contractor .11 be nap.. fee all required safety pracaution. a. procedres required to do the nork. 9 Masa apecifically delined othesase Interoretat. for ail dee., 0.arviat. supplemental .lintfon& f dloa accept. neareasd atandade. All U contact .0 represent that a .ustry Mandarde fa the respective trades in the boat. In shift th proJect 1 ulk. 1. Prov.e oast aerie ea., LE" z 14 p Ut3C.13112 3.1.1. and weathareep per energy reearenate. Allow Ir aniam apace war wood Jo. a. CP ma. apace ads wood girders. attic woad, x 30' Lath 30' anima ...oat at tmeastruc.d readily accessible open, per LIB.C..a. i6051 Inutile and esa.r-strao per energy 3 require.. Rovkle vent.. per UB.C. as album: A) Crawl tipa. ren.s. area shill be not less than 1 st. par DO sf. trder .or area. Openings .11 be placed as close to the corners as practical and ahall provide aces ventitatkie on at least too approximately app.. aides per act. 23r13. B) At. ventilation, ninthum ar. .11 . not lets& .n at. per DO sf. of attic area or I se per 30 et atuc area tf la in . welt and 1/2 at least 3' above ��& e la per UBC. section 15053 ed elegy rapt... 4. elope MI decks, sok s, driveway, and pat. away Pow balding. Minimun U4• per foot. 5. Garage/14a. ocapance separation A) Occupancy *spare. hos garage to Fase ehall . of fair neestIve castration, and . on tie garage side,. extend ram a-ll to roof shwas The ceiling: joist., se., pona al. beans eaporung structure abans .11.* ceased with 5. type GUM then a Iherg area la abc.. garage.. 1 layers of UT type Se GIU3 at rata and Ira pa UDC 302.4 and table 1•13 B.) Door betwea garage a...6..11 be Ught Mu. <elf - olosng ad. mood door 1 343• thick UBC action 302.43). A/ He.. 6 43' nallent mi. Yee' ream per UBC. section OMB. 13) At peiVats 1.11ad an... rar 8' naam. All other ab. tread le mana rfar 1' atel. per UDC_ 1120b3 C) Top haikkeIl .11. 34' manum and 35 max.n above the stair actbn o. not let..n t/1 or mons .1 3 Di from the mall and mith re.. at each end per UBC. 1006.9. D) !rebel ere bloaing at top and bot. of anger apan and II a.g stringer per 1113C. sect. 10521 E/ Cover twa. area under mair with 5/8' type 1. Laundry Ch. ...alter Shafts - prov.50 type 5i BILI3 or 26. gage declare. with leek jot. (31, MI openx. to s.ft surraces ahall Pe sedr dos. solid core door 1 21, Firestcppng rib per 1.113.4.2516. 9. &natural aneign catgra, Ti.ene nate,, are .oveled For ca... ony and do rot Imply that cap. stns., analyats. b. done ai struck.. lo 23 pm top chord dead load: r2 pm (10 if' tiled moey.seprol live toad 5.1 • TOT, LOAD 42 pal B1 Roof Ilve.d: 15 psi C) Poor I. load 40 pal E) Pi Stair and corridor live load: 100 pal Medenical ints: providee by manufactuer F) and 80. expo.raW,Roti add. • G) Eartispea Ions 3 N1 Allowable soil piastre Ness a ails repent", a qualified engineer la p•OvIded, all footings tedloundatlas .11. al au. 10E20. beak, Feaulva. prea.e 3S pat 10 Prefabrbated Fireplaces and Solid .1 Burning 416.6.0. .1tol . burning appliancem.ude Maga haves, flreplacs ate., roan .eteraffireplace atovea, Pa., built fireplaces, arid f.plece Inserto and all OMR COVN . U 3041-3046.U. .. • • tletal Crinsys tall be welded ebova . gory in etch . :appliance served la beated in sails having ens tour rine retiatance rating, atot with a apa. on MI a.. batmen chlaey and ercloatrig .16 aura.. sate., a. repair for Hs &all be without openinge per Ut.. 814.1.14.4. ftestoppng at cierey per WbC.... 106.21. Di 3.1 nem Freplace with hea. and err.. per renifacturers Praarlated fireplaces, cap... to bar 111. or ICB0 seal of approval ...al. per requiem. F.) The hank shall extend at Wet 16' in fix. a aui r to ea. aide of , ths fireplaceepeeng than . la maker than 6 er. If the operag b 6 at. or larger, the hearth 30 In front and IP to each aide, per uea 310111 DIV1.N 1 Dhesion 1 SITE WOliK eleatlieGELLatelagieltele.L.T.EraMELIEtWo..t.2 B) Chen, temenation: cheese met extend a tenems or Ter above anse pant of the building Wet kaer a the dime, Wm,. hive renforoed 1166. ap, alcpe. to .d ate, inesary.stere a cores. cap alai se. owed • peeing to ded eater. Parana to be eh 3/4" wan Mow or c.a. cap la Leed thasiee Is to be rag.. with 32) *2 bars a 1.41 be. as 01. Provide 1/2' oath acme spark...tor at Flue 1.111166.140. e> Flashing Nash reaterflash with .26 ga. gab.. sheet 1.1 or equiv.. tgae, E) Anchorage - Andbeige provided at all caltrees and f.re more thin 6 above gra., easpt when castheted enttely within ...kr alb of the balding, anchorage to be f x heel Maps cast at teat 12 nto the chaise teak an E0 degree b. with a 6' ex.. am. the vertical rento.ng bare on the cuterf ace of ttat rarely ea. atrap 6 to be a.. to . etniceral hinting of the r bad. WW2/ 1/1 bet. per strap. titers P.116 parallel to ths c.ey, straps are be e.g. to let croatice carecting at leam. 4 Job. and seared with fD nark, type. F/ Clearances: Provide l fireplace a chieng aid coda.. fraang aacterior aell (U2 are wall D. 6 gel,. Provide 2' dem. between many fire.. or alerey. coauatale framing e.n entree, withn leading struchre. nateriataall be 6' clear tam fireplace opening. No such eatertol 11 a the ot.Ing .h prop. more' thin V8 for each l' of clearance fr . the gaming Pr...teral mood .6..9 at all 6,1131.1101 fireplace ard . to be .21 abo. fireplace opeag f.plaos tallt Male. . area. header habit 6' for every , of weary projection into the room 0) ftsoks Clerber - bade charber to be are... of oby pro.. with marim thick. as saws: h. - 6', eide aalls • 8', front mall - Deiper - Dewar.. light Mag. opera. mith a r.dy aeons. meal or an approved automatic own. Dan. lieteopea..11 hive fres area eoll , t.:, , f*Leater tha ths required atm flue 6. 166 1.1 , • 44.2th and Been. - Hearth to be brick Ma. concrete or Otha approved non-ccebts.de material, or reenforad to .411, weal* .1 ali lamed loado P.M neat .end beyond firep.e as foibes: Cleaning 0 aq ft, to 5.99 Frag, 5' ea.... Cpeag 6 q e or larger, 70' in fro. le each Ode C. hearth and ex.sione to be rear.. Oh .4 b. • 6' cc, ea. way Pre-cut eb. or pre-cast ca.. asith fred extensions to be auppead b axasal• .gel • 14 - Proved, andionaga to fk. Wang as noted above gad... to ba diatingule.ble from adjs.< fliverg mate., K) Firebox L) provides a outside... for combustion air, 6 sq. h i..ct Mee,lth opera...per, outlet te be laat. Ine. th e firebox in the front 1 11) Fandat. 1 Foinciation walls Mr, ttak 2. Footing to be . 21 thick and .a. 6 beyod aeplece ea.. reenforced rah b. at 6' oc each may ard ...rig on Ma watikeb.le ace Footing bars to vertical dere, reereacement per ...era 23 and 31, ‘942.219(d11:4199,M9919131:1111 1 All construct. shall conform to ths Ftel Bullang Code N.116CJ and be In accor.ce elth MI State tems and Regulations and vale. codes bros. by Jirladicuonal requireeente, eed loce authorillea 1. Arrange .pectian that are wandatay due to Jurlakt.nal ,1 • • a 1 &d Terporay Facet. aseericke water, .iporary Loa!, per exialictionar nequirene.. 2. Provide Conteep.orary Cora. - i,kdh [V060. saline. and arta. ase. control and entrap,. ding construct. per Jabactiatal requirements 2222112EEMCIMOK Pert 3 Execut. t Rough gradh. 4 Flea going ale. a... specified 2. Tin. gadinge.clecapng 3 Ex..., badriellng, and ca... kr auctures aa need.. 4. Excavatioe backtag and capaothe for pave.nt as nee.. 5. .1.. dIsp.al of ..vated riat.a1 ae 6. lip.. of /11.6611,0 needed Rock removal as needed 0E100.2.21.31161.e.AYErersiM. Part 2 Product .k, road, and pa.. paving: A Aaraalt 1 clue 13, over a cr.. raker 1' A113, B. Crud. rock NV C. Concrete per Divls. I. Ft. and co. Card.. with cetera finish ael.a 2. 66.6, L Coordlm. with eateries flabh said. soh.. 3. Pave.* marag 1 Coordinate with materials h. eelect. sdendule efieLiegAGFA tig 2r3 BE Part 2 • Prod. !":"'"I'age ai pee orabd ape . 2. Storm sewage amstena. A Exter. catches., grate., and Va. L Coordinate with meal. ateedule. B Culver.: L Coa.ste anth *etc.,' Fah selectlat Dran pipe AD6 nonperf orate. u4 .e. 3. Unitary mega eye. A &wags col.tton mob PvC sae. cast iron 6 aoted D 5eptio.0.01. Per ordege of bide. designer, Part 3 - I eada.ge eys.. A $kips to era. a. arrow. h sial dr., material per .ails. 02g222221tilEKM313= Part-1 - Prool. l'9 1.texV. with eaVerir.h rerl.tion echsobla 1 Fences and gates) L Coordinate with war. Infah selectice.x.le faigf2.2.44=4:etKE Part 1 - Prod. Bader Dee. IND DIVISOR 1 ap.. to oat 1. ...rig Meall .censol skeit tocallans p. deb.. Grade SAFI,' • 2. 0.111.d alre f abr. at beat. pe plane and datalle WL431,ake Part 3 - Baca= , • A eke. la for ell bars .1 be kir or 30 d.etert, ache. it, Urger caner b. to match renroransm. Maw Cowed, per deka. a. UBC Chapter 024?-giigirraMf1Sli2M • . Part 3 • thread. , • E d bead.. structural oat :In concrete be by subcontractor end • meet els rape.. of the amines and .k.try '• ' -2. All fee....11 be placed amok a hirser Mr to alba aast.en tale. - • . enfeLfaiglfeaRaff21Kneie e sA e r‘N Ere. 18•=0S12001:M.e=5512531Ert Part 2 - Roast And... W x dawn. 1= and corera.ion -- aapba ...a. felt boated pa rafting, 4 ed-cr bolt at eg-0 min. OC, n• From corner and J. max. ea.asnt at 1.2 boils per place ...ad. Part 2 - Product alruebral concrete: 5 :sack sin • 2500 pm at 28 days 2. Arc...al concrete: expoeed aggregate fah WO. 5 aa Fa' = 1500 pal at 28 days, vath 30 rand aggregate. 3. Ade... A MI ax.ete .11 hive eater redoing solal.ree moat 13 Air .ertabse* .11. 5-8% n all c.a. exp.. to wea.r a cal..., agent: 1 Cooed.. with eatable. ft.... eche. Pad 3 - Exeiation DM. 4 MAWNRY MKIKRIZE, P. 2 - Product I. Noe M nertar alth integral nate... agent. Part 3 - thiecution ilMd4211gLAreceb92131E8 Part 2 - Frock). l And.. s. g.ge coragated steel step, noe-oorra. . 2. eat r.forcenak hand. la. type 9 gage wire le. .1 **dans P. Execution • I. Per uec Chapter 11 AllettOeWME P. Moduct A Miter.- nameerg: 1 Cocrd.. to. materiel. Mi. alai. ediedule. B. area bat.. meanie: 1 Coati.. with materials re. selection schedule C. Pavers/Mar... namermfg, L Coordinate with material. (Mich achedule 2. Ca...an isits- gads N-I unle. othase. holica.1 abee pa asengs. A Sp.... L Comana. talth materiab ankh selection and.. 3. a., masary una (Oa. bboke A Ester. locaUcaa: nameheg: L Carolina. with materiala eats,. schedila 5. 1.1or bationo namermfg: I. Coordinate ma.rlais fhish seled. adiedule. Part 3 Exean. 1. Bea and Venter: A. Bria veneer 0.11 b ha:parted co footing, fanotation. o.r aupporta. It .11 have la fee ba.ng at. tree at I per each 2 at of veneer. Prone. I' Waren air epa. be.een veneer, aed badene, a. approved flashing at base oF veneer, and WV road c.a.!. at 32 oc. at . ba. or veneer earcing from ae air space . . veneer .11 apiece no bad othir its orn .ght tte vertical dead lead or veneer above B. Per tBC C.pter 2I. 2. Concrate duo, A Concrete n a n c e r y at walla tall consta.d a e o n s to 4 9 , 1 C b e It .11 be lald reinforact enaored ea etain on Orange. 04400 STONE Part 2 - Pro.ct 1. As deign at drawings. A, Exterior bauona: name.r9 1. .ordhate leth material* flath select. schedule. FS. .r. naneafg . I. Coadlnate elth .ter. ale.. Pak. 3 ExecutIon L Stone Vane. A Sas Veneer. END DIVISION 4 MINCH 5 METALS Prbeda) f•Ff FASTPNIN. Part Product L Do. Uae gess aci dupe* per duga, a aa needed Intended pope.. eit51720220/122115231C9.11$1. Part 2 - Fad. guardrail.: Provide slaa and locat.4 as ehoen per dug E. 1211451.1 5 UCCie AM PLASTICS 06100 ..21 CARP/WRY Part 1 - Fa.ct 1 Framing Luber' Framing I.ar shall be merad corformarce with the WC.L.B. atandard grading re. Far mast coast: ksker no, 6, a &d la.t edition Kin . neessa A Joist and rafter.: (26 and • larger/Nen-Fr or beer. B Beate :Wingers. f 4x a. Larger/Doug-Mr M or better C. Post ad timbers' Doug-Ft ft D. blea, pia., and ri.). liget fr.:glare-M I mad. E. Te's a. el... Per marefactior laminated 14. acer: I Pale ape. 14F V5 CFAININ 2 Continuous or cantilever. 24F G. All othee baer: 1..ter Standard or better. Piroodloriented headboard (gene, APA graded. 1. Wall theattirig, ao. 'TYPICAL BUILDING runteuu, net thn J. Floor isheathirg: aee Trraat. emonia reit K As noted on da.gs. 2. Pee. Board: APAgaded A Underlaypent , 1 Fbons: 5/8' 0.1.0142 2. eats* viry, WOW elltheon 9 b maraca 3/4' fa.) placed alai. abstate ad to all. stnidtral *part adobe's' to eft 3. Trace A Pref.i.tad corm., pate mood roof awe .11 be designed.. stamped by neasfacknar accordarce bale, spate.. Far legal plate area. -• • mood d .a. to be avalleta iron aslant eee 1 Fra.g Notes' cri ct.n9a C. Roof de.), 6,61.11, toadn, a. bradeg shall be by eanufeettrer. D. Rad ar.auces or tna n. be deggr. menisarer. 4. Fade.. advs.. AI Ma ...a COMM wire of for nterded Atta... Jam to riteh ...re and bean eth area, lagers apnea or easi metal to ent intended pease_ 6apeenhardsire at di. baUors a outlined per dawn.. Bat ....a, a.. setter. pa Divb. S. 5_ post to eat foot.. Provide prase. treated poe. and pagthe tr 1 T F..9 we aeply ardess aan cet daage All good ft.. details Shall be ...ad to tee mamas a..arch M. All rang .11 oaf.. tin nag... Chipter 13 of the WC MM. nag .11 conform to table) 13-11-13-1 ot usc. .ght and spacing of etude dal oonfoth to table 23,43 a thell3C. 08.2.20111LadiCsageeitEr Part 2 - Proolat L Cabe., A. C.00rclinate alth mitertals aria ad.. schseaa. 2. M.. ardcangi A Coordinate echnateriais fir. selection ode.. 3. Paneeng: A Coor.a.Mtheaterbis fIrish 4. that and harden,. A Coordinate althea... fah astecuon .ecla B See dr.. 0a07.6 misc aaaembiy requiremete 5. Bookcases a. balt-in shekea: Coordiretewnh eatable 6. Plastic Waste a. eond err. natea1 A Coo... with eater. ft. wad. ache.. BAD DI.. 6 D.tal 1 INEFel, PaleiTtft PeOTECrati 01E0 IDNIFROCM. Part 2 - Prod. I arayea-on asulatat Part 3 - Meal. ae a coat ...a. 4024 Appendix 18E: fL1E1021,91,918-1,Z9EZIR Pat 2 - L G-0.4 co. er: mil pokeethele. black 1_ Bieking twap .s tFe TrPICAL EA.DMIC: MATERIALS' la cm . daterga. Part 3 - L ae DN 11, erven El2a2191,1 Part - Pro.. L Hoag. cr 01.-aleood.t.acas etraal wool. ad ..cied pelestytene A Wane, bee the 'TYPICAL BUILDING h14112221,6' at the.. a Cabe, See . • e•PICAL MM. UM on . hags. C. Pea 1 See O. TYPICAL BALD. MATER.6 ce the desk D. Fotr.ation Pergaer 2. aut., foam, Wads. ea. loam P. 3 - Eusioution See dots. fe enagy regaerots Pat 1 Prod. L aitales ard roofing tilea: A 5em the TrfeCALIBX13126 MATERIALS' list ...lags elembrame roan,: A. 3-py hot napped Part 3 - Mean. testa moreaure. recomeataticen and Chapter B of de UPBC V.L4aielLaralleTERIAL. L $idng: 4 Sce Wet evisiCAL EXILE.. MATE... last on the deleage 7 Ten A. See tee 'TIP., MD. MATERIALS' Ilst on the Orange 3. ffit. : A S. 'TYFICAL Ether. VATERIALV kat ...tags. 4 Other, A 5. the ITPICAL 13.1101. tIATB*1.6 I on the otanage Part 3 - I 6..11 ....were reccane.ation and th f the tE3C. eak0013.4.4 4EraA81291AZIZAL t 2 - Rode. L Gauge ea... p.ahed Part 3 - 1. .tall per C.pter 14 ma 15 a the .1, 411.1621P2E1WaffrentAkal - 2. :Ridge vent: nielMare. 6, EL Macon vett. maufactured by: L Coordinate with nia.a. fingaele.. achalukr. L Coordinate) onth agertale lin. a... s.a.e. A Cont.. aka aecoated 3. Damspouto 5 C t o=l c d'i n 1 1% 2x3 isdangular akeime pecoated- 1. Co.: 1..11 (mom tem B. Tie to I ctain aye._ eatefeee Part 2 - Fro.. I. rlardeete. A. Coo... mith materials eriah aelealal P. 2 • Prod., L di g (0) L Co.: .. aiding END DIVISION 1 Division 8 DOORS AND WINDOW eegiKY=Jeglfie (Loma Lena team Level, Upper lave Part 2 • F3o.ots Fael mood doc.: A Coorditia. with ...nab 0.3 aka.. 1. Flush weal deers. A. Coordnate oath material. Midi ahedde 1 ale and 'ardor* door, A. Coord.to .atertale fah aelection dada. 4. Patio do o r. A. Coord.. silth fash select. schedule b Other: A. Coon.. eith eatable fin. ae.tion schedule tga42,9_9EF,C14a2M. P. 2 - Fixeclude) 1 2. lrA.:".r9.raorced.,'Td..inat.e7..,,a.Lealar.v.r.b.,:(..zfkk);d,,,..n.a..,„OMrbt32e. 0111 0.1000MNYL alfeCab Part 2 • Proeibts A Eva, aka., roon 68. one operable el.. al. a net dear °paths 11 . 1442 ....- 4 1- of 51 et !eight .F1 be 14' eh. mid. 20' Riau* ualh MM.. sill height not inorefcltni, above the floe,. Uki.C. section 310. . . , B. Safete gad, par ileC Chapter 24. ' 2 C.- See plans iaayess and operat. '* , A Cola 1 Coordinate sith statertab Meth 0..t. ad.. B.. thy. 1 Cooed.. with neferlala ...le.. ache.. C990211991124EN. Part 2 - L typ... A Coad h. teth eater. fin..ect. ededule. 1. arIppag: A Coes... mate., fin. selection sch.lat 3. Dresholds: A. Cod.. eith satalab flesh adect.sciedule gleatLAJ,t1c1 Part 2 - Products 1. Gbeeth.ress to . .tenenrd by am. end loading pe DSC Table Chapter 24. 2. Safely glees per uec Chapter 24 3. M.. to be elver. 1/4 pia2 gb. emem a ;): iLKWATIMLLM.L1:e2A22. Part 2 Product L 2I:.e the 'TYPICAL BUIL.. MATE1.16 fiet on 12 drawings) A Flea L Coordinate tn. Cant...fewer material .... 2. .1ng a the TYPICAL men. Ina ., 74, unt ...go. t c7e r"' receirred are: A. Ten 'Xi GeB a recp.ot 1. Sas divicon assembly rap.. . • B. eaterpsof reord at .t or damp bcations perUBC.2511 ' • -• Wonderboard a dem- at alf tile battens alOtV 5. Metal caner be. pronle: - L Coordinate with mar. Fir..ectial soh.. Part 3 - Execut. L Apply a requ.d 28C. C.pter 25 and Table 25G and 254, Nall a 0.91, In place, per i29.9f2V1ILE Part 1 - Product L armlet:parry Mei ma.. tkee: A Coordhate Mth eaterralefl.h relocation aclockaa. Part 3 - theditlece t arer ennufacere'e red.endatIone. gml,g2igap_agear- Part 2 - Product& L Type A Coordinate mith materials en. es.. ...Ile. ft Part 1 - FlOdt. Igoe: A Coadina. *nth naiad. fhlth teactIon schedule 42Yraig...SARMY1 Part 1 - Products L Cart. and Pal: A. Coordinate olth ...lab he. eel.. acheoble. M2F2T_Part 2 - Painting over prepared .face per aufa.e. recceesdatices A. Coo.... materials rash ...ion ached. 22=12.11411..CrilleMblat Part 2 - Pr..s I. Type A Coordinate with Contractor/ Otiner malarial END agvIED4 SPECIALT. 10200 L./ER3 aND Part 7 - Products I. Hardware cloth area 1/4' x 34' on a., eser, a detailed. 2. Con.. r pea.. mete 0,offlt as detailed 3. Roof vent Mee 01100) 4. Ot.r ven. ae noted pm plane. Part 2 - Lo.urattedetracceace. C.06,11nate with rate.. rash selection eche. 2 2 01002f3 for min..- arearre ror Nab.. 1. See di.. 11 energy neoplements. N24912J.MME:flaCtf2LUIrrEl Part 2 - Prod. L Buliang Coadhate with wade. Meth saiection Pot 3 • ..0.1.1 L heal n bc.stion per Jur... requiraarta. 10t420_Taki.ELAND_Zgli)5=f25CEIEa L To. ad bath accesedrice, A Coad.te with nag. fleth aelection acheoble ka1VigASPEITIE L Swage Clot. A Coord.. with eatable fah seleaon schedule. 2. Clothes Lae. A Car... teth earl. finish selection ...le_ 3.P END DMSICN 10 DON. 11 EadilalENT Part 2. - Pro., L v deeming sys.: A. Goa.. with mated. flalah tolocUon achoe-, LML3_1!SASJOBNJASJEMS1 Part 2 - Mak. L .age door cpasal A Coor.a. mIth nat.. fleah eskialon ached.. ircnine board cab. (cr desert - Coardinate seth matertab fah ode.. sche.le. 3. Free-ata.ng applied.: A Coordinate with lobe. ft. asaction sateckils. END FURNIS111.9 12,W222ABINSILIBEADigelL Part 2 - Rod. , L nada treatment, Coordnato aaterials 21.h eel.. schedule END aev151.4 D.ion B SPEC./ CONSTR. 1 1/1M_alMA Pat 2 - Produets I Bidder dm. 12.15)&3101.251 Part 2 - Pro.. L 13y: A dl tht44 22,24 42222 a.... END DINSaCN 13 1.41.M.12221211MER ' Part 2 - Prod. Calosefter: 4 Plat.eikaar/moded nerb,. • , die .t ed. ateria finish a ischsdule. leNDDIVISICti • D241.1 4 • ' CONVE1'516 SYSTEMS IreVittteesel. 1 neuaninni ajataa to be War, done& 2 . Regulatory A Re. to DI.. 1 Gesaal 3 Coreator moa art paeans and 14VAC anagram layout A. Coordreate ialth other trade.. P. 2 - t Pres . Rags: 412.2 soth ABS ptalatIc of slaas req'd t the hard. wpm.. 1 Ftovids cad iron talth compression neoprene Jot. per Ida-air.* *ham on dr 2. Provide c.n-out• at ben. B. Vera. A135 Gatx Fa code, verify boat. a Appliance:I. D. W2 L2 L 22 Grad. 1 WV type K Mane. ea. 2 Above Grade Type L Weal aolc. 2. PI.. equipent A Hot alder heater: Xnale In tandem) • L Coordinate with avers material selootiort B. Pose bib, fr. proof *a Materield C Man s.t-ofT 1.1 111 garage D. P.Soing Oxltrag L Coardi.e with as. material ale... 3 Irrigat...ar design) A. Provide f t . cane.. in main 1. n garage by stain shit•olT ye. with ...ate 4A.11 and .6611 valve P. 3 - theca. 1 12 nets2 to design t. ey.m 2 24...14(I require... tact. ti a marner conga. alth inclustr, standards. Refer' to general r9,1168118,11. ESe2221,56K Part 2 - Product I. Forced Ain A Twice ayaten: Coordinate mith eater. lin. ao.d.s. B. E.t.a and Ins.. 1. Coordhate with nausea,* fach eel.. . C. Air L Coordinate elth materiab estection schndlle. D. Control. L Coordinate with materials fah aeactIon ottani:a E. Riegle. with adJudable apply: Coordinate naterbb Mnsh selection ed.. 2. Fano aes IT energy require... a Va. Coordhite tulth realab finia.bot. achadul. L Pat 3 - Execut. lte webs2 deiign the eye.. appapriate Jasdlotbeal rapkeweir. and funct. a ea. can't... al. holuanJ .fer t d reckarerenta. END DIV161.4 15 • ELECTRICAL geteTlg "aig2g12eim P.1 - General Elearical sesta. to be biaer 2. Regulate, recp.sents: refe- 2 DM,. 1 - General Red.wie. 1 Cat:actor 2 polder eau.. dlagreeegirg lerstIA, deelge cf.*, follow hefting pfai V provided A C.d.. with other tradee. 1Iggigrggif3 P. - Product L are a. Boxes. A Volt: a 6,3) Wire I. GR • Da. Loca.. B. Low voltage: Nand. tga 1. Pan.: Ciroult breaker box hilly label a el - A capeut, Daagr - Fa. Ciratithe Bidder Vesta 3. ...es: A Prem. CV 1 ire ...a ego evc ca.* at cona. Men tuall for eleca.1 service and War 2 •syD. 129 gaPanixed rod for eteaakel Tanana. 4. Dascas. F... and natal!. 11.13C. area. 310.9. 5. F. alank A. Prov. and install per tea chapter 3,030 and ae mega. by governing fire maishall P. 3 - Execution 2 11 2s22ler to .619n U, aye.. approplate Jurbactional d Anction si ma. conga.. the teuhry a..ards. Refer to general rec... and 1113 1.2220_2211,1111CceM2)D L Mann and security ckact. system. A. Coordinate with mate.ls 2. flhae 6,11. A Coord.te with eater.. ie. aelect. 3. Intercoo...tIon aystem Cocr.a. with meter. fin..edlon ache.. 4. aereo a. A Coord.e aeascUon (ARM P. 2 Predicts , • L Fixteeri. 1 Coordlna1 lath materiale, nobh 66121.6011 ediedule. 2. Cot.: A Baltdesit Coadinate 4th 2224 fhish t22 2244 3 Dimmer. Card.. with... rinia select. acte.e 4. Boxes: L Comae. Mth e., I2d2 n ahsdule. 5. Other: f. Coordinate Oh material& fah ...Ion echt.u. L 1..taller to design . algal to swop,42 isladlalang magmas. a. Maim 2 conente. elth the inebitnyar.arda. Refer to ger.* respreatente. esto o ace u, Division n ENERGY REQUIREMENTS U.1.49,112GTON STATE ENERGY CDOE: General atem ,e3u t water hsater.).11 have per (65043, Separate poser or gas ahnohr i onconaresebir o n r ,zad ediested ong) o p T'"" "rnd f = to 15 gpe (5 504 till 00 1 Baffles to matt. r apace above lnealatIon Baffles to eat. 6' above belt Insulat. 3 Baffles to extend 12 above b. fel inenatiat B. Mi. boat., Face *wk. beta Frkalen fit mac. bat. 5. Poly vend retarder or FV4 paint era die ap penn rating of 1 pax. 1. Concaled Insulat.1.11 be p.ed: 5. Behind petit. studaccrear A Cete dry a*, ra.ol vapor' baler on the want M. B. Molattre ol • I. Alta and erica epics acce. par. to be 4L.4 24 t■enihnr-ntritined 9. ...Ana I■ghuna ruwres (s.bm4,44, VeSkll insuIatfal 9. installed awl acfaivalett to as nelpired -24 show ' .les 6.1 or 62, , IL Vapor retarder. dell be Installed pa' (50116) 12 Six (is) all bleak pogethelene gio ca. .11 be lal&ped at po. ai. extend aoistout the avel apace.. fandatlan non,' A. 411 entanior dean (except. 20 tau. donna) elan be meat. st■ per f 902 4A) hdn and no,ni nut. plo. imandltlasid 1.prias .11. insulated t14-3 0,5144aro2 STATE Ale cuAurr Acr: ' 8, SLarralaral ak leak, f$9014.3., ann.. deirphit 9 I ed. ta12.8 22b 2I42 it'.,,inet?zgt4= D99-0276 • • :AA \99 \99044 \9904421 06 -04 -1999 15;49:56 Sheet EL Wor' ` t - "'athanS 2 13'-9 3/4' Kappler chit tth P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98Q05 (425) 641-5320 * Fax (425) 641-5318 9' - Vl' 4T -0' I/2' 11' -2 1/4' Torionc�ts PLAY it' 2359 TMIS DRAWING IS (P COrTruGn ED•AND IS THE EXCLUSNE PROPERTY OF T tkm,rtTf_G'f; Date By nres L Description MIT SET 1IEGISTEKED �, H'l1 E Gi 4 _ 11 l , 13'-4 1/2' - - -- I � ' J d p i l'i 0 i I I ® ' 20 - 8' II �. ® !! J i , T� T— ti ._ " �y�yy� I I i I' i � iv - IIN Il MOWN 1 N W1 V ®© ±. . mir 11 r 1 i 1iimiH y 11 �� L_ ti p�`, � 1 I i '- -_ —_ 1 I– -- r - -n 1 1 _ I L, MI .. 3 — 0 , 1`– L i 1 i 3'.11/4' '•2 3/4' 3'-5' 1 1 r\[ I 1 _ - a -- .. 1 ._ -- ...,+...... L _ • a• }" f I q� y ! ` w �lu� tl� ■ nI 1 1 1 1 t f.1� 1 I I \ r i 1 L _J ` Lr 1 s I-- 11111 J r - -'I q r –,– A u _ I El S . I 1.1 w ' p1 I �._C mill! ,... .e�� ___" 1 :AA \99 \99044 \9904421 06 -04 -1999 15;49:56 Sheet EL Wor' ` t - "'athanS 2 13'-9 3/4' Kappler chit tth P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98Q05 (425) 641-5320 * Fax (425) 641-5318 9' - Vl' 4T -0' I/2' 11' -2 1/4' Torionc�ts PLAY it' 2359 TMIS DRAWING IS (P COrTruGn ED•AND IS THE EXCLUSNE PROPERTY OF T tkm,rtTf_G'f; Date By nres L Description MIT SET 1IEGISTEKED �, H'l1 E Gi 4 ,0 8050 6068 �� P -9 36311 r DUT Family (? -12 CARPET Nook Kitchen vRTYL viNYL w , § 1 I 1 • • 6® r- 102 1/1 ' . . 5' -81Q' 5' -10' 6 -1 l' -T' Ii I 1 ./ W I Pantry z VINYL /�� FUFN Pwdr. 1 �': VINYL ; == i Utility 'cf, L , VINYL C /I L7,5 L- E n ,8-.E �R. d n //��, C -e-tl J . 2Wa WALL III P-S i Dining �1 UP CARPET UR P 31 _ 'FLU_ 3' -1' I 2' -4 1'4' ., 2 % X 12 ' / - Lwini P -12 CAR (P2 ( P-3 3' -10 314' -v Garage CONC Entry } TILE r i® Covered Porch CONC - 4' -7 IR' 6 i 056 $ 8' -I 3/4' 1' -2 3/4' 16010 OVHD DOOR AI ( P -16 _ 1 -10 1/2' 1 x , W -3' , 5 -10 A 7 ' _ ® " . 13' -2' 20' -0'. : 201_0 40' -0 D99 -0276 �2. ENERGY AND AIR OUAILITY RFOIBKATION SEE DIV..1"i SHEET A -1 $ . SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. r3 SHEET, A-1 ,' '4. SEE TYPICAL MATERIALS LIST ON '.SECTION SHEET 5. SEE COVER &FIEET FOR ALL NOTES AND ,REOUIREMENT9 CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL, MAIN FLOOR 1204 SF UPPER FLOOR 1155 'SF TOTAL GARAGE 2359 SF 536 SF SF DECK. /: PATIO 126 SF SQUARE FOOTAGE 1S MEASURED, 20 THE OUTSIDE FACE OF WALLS.'. &TAIR9 ARE COUNTED ONCE IN CALCULATIONS. OPEN To BELOW SPACES'AND- GARA.GES -ARE NC}T'INCLUDED N CALCUL.ATtOMS J38 NO.: \ \ v r - Maw GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING - TOTAL % OF GLAZING 2359 SF 293.39 SF 124 S SF. 15 CALCULATED USING THE REWIRE SET FORTH RI THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPLIANCE Patio SYMBOLS AND LEGEND QF FAN- DIRECT VENT .TO OUTSIDE - BATHROOMS/LAUNDRY 50 CPI MIN. - KITCHEN 100CFIM MIN. -WHOLE HOUSE FAN '100•CFM MIN. VTOS ® WHOLE HoU5E EXHAUST FAN CCTWECTED A 24 HOUR TIMER - 100 CFM MIN„ NO - D THERMOSTAT . 50' ABOVE FLOOR. ® 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED Y 24 HOUR TIMER TO WHOLE HOUSE FAN MECHANICAL, PLUMBING,: AND ELECTRICAL SYSTEM FOR UNITE, PER Div. IS,16SEE SHEET AI A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR. PLENUM AT FURNACE" WITH MOTORIZD FLOW DAMpERS: B. PROVIDE THERMAL EXPANSION TANK AT WATER NEATER C. STRAP WATER NEATER TO FRAMING TOP AND BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. ;a FLOOR PLAN - KEY NOTES I OCCUPANCY SEPARATION: ' APPLY (V LAYER 5/8' TYPE 'X' G.WIS. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP FOOT AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I - T 13/8' MIN SOLID CORE DOOR WITH SELF CLONE, -m TO 00 TIGHT FITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTES LEO SECTION 100 m l P - 3 1 SHEET A -16 - S: F' Q . A. HEADROOM MN. 6' -8', WIDTH MM. B. TREADS 10' MRL DEPTH, RISERS 0' MAX. NT . C. HANDRAIL MIN. 34' TO MAX 35' ABOVE TREAD NOSING. HANDRAIL. 1 1/2' MIN. TO 2" MAX - CROSS SECTION - DIMENSION AND 11/2' - MN. CLEAR FROM WALL, RETURN RAIL ENDS C. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) : E. COVER - UEABLE SPACE IBJDER STAIR W/ 5/6' TYPE 'X': GW.B. . F. RITERP'EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE 'DIV. 01006 SHEET A -1 SAFETY GLG3tl G PER NBC, SECTION 2406 A. WINDOWS WITHIN 10' OF FLOOR B. WINDOWS WITHIN A 24' ARC ?F DOORS C. WINDOW: AT TUE-3 AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRIUELLS F. WITHIN E OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A - ( P -1 ( P -2 1 P-4 E, 5 EGRESS WINDOW PER UBC 5ECTICN 310.4 - SEE D 08600 SHE A - (P 6 ) IGNITERS FOR 00A8 FIFE =D APPLIANCES IN GARAGE TORE 18• MIN, ABOVE TOP OF SLAB. SEE DIV. 0 N4IE A - CO VER WALLS ADJACENT TO TUBS AND 51-lo RS WITH NON- A000000NT MATERIAL TO 't0' 4BCVE DRAIN INLETS. SEE DIV. 09250 SHEET A -1 l2) LAYERS 0P FLOOR 54404724210 OVER FRAMING. 8 FAX. RISER W1TH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE. AND WEATHER STRIP. SEE DIV. 01002.2 SHEET 4 22x30 ATTIC SPACE ACCESS W/ 30' 14E4D 0LEARA710E.. INSULATE AND U.EATHER STRIP, SEE DIV. 01002.1 SHEET A - [ [ P - 12 ) FLOOR MATERIAL BREAK LINE WALL LINE .ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES, A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, .SHALL CONFORM TO NBC REQUIREMENTS. SEE Div. 0100213 SHEET A -I 0.. ZERO CLEARANCE FIREPLACES SFIALL CONFORM TO USG REQUIREMENTS. &EE Diva 0100213 SHEET A -I C. HEARTH SHALL CONFORM TO 2BC ENGUIREMENT SEE 0IV_ 010020' AND 9 SHEET'A -I D. 5/8' TYPE 'X'. WWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE 'SITE FLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UDC 5092 A. AT STAIRS 62.020S' AT 36' ABOVE STAIR NO5114G5. • 5 VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE DIV l 5 SHEET A -I - PLANT SH ELF ( P -9 ( F -10 (P -14) ( P -I0 ) ( P -I1) ( P - I S P -19 ) 1P UPPER AND LOWER LINEN CABINETS P g 0 g \S S 2x6.STUDS W/ - R -11 INSULATION MIN. pEP°'T. P -21 ) P-22) SOFFIT AREA INTEGRATED : MAKE UP AIR ( P -23 ) 0 GABLE END TRUSS FUR DOWN FOR HvAC — 3 US' x9' GLB TJI pRO 2505 • p'x 11/2' x II 1/8' LSL RI F LEDGER AT ROOF LINE UPPER FLOOR/LOWER ROOF FRAMING PLAN Scefs -0 ' '. D99 0276 SYMBOLS & LEGEND POINT LOAD TRANSFERMG DOWN' ® POINT LOAD TRANSFERW' DOWN W/ LOADING HANGER. POINT LOAD TRANSFEREP BY KICKER Q V HOLD DOUN WITH. 612E DESIGNATION v , 'VERTICAL STRAPS WITH SIZE pESIOJAiION TO BE sISED ON FLOOR BELc ST_xir, —, HORIZONTAL STRAP WITH SIZE DESIGNATION. " O INDICATES BEAM CALCULATION WITH INDE NUMBER POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING 2' 24F v4 GLB 1 GENERAL FRAMING NOTEa F -3 I. SEE COVER SHEET FOR ALL GENERAL'NOTES REQUIREMENTS. 2. SEE TYPICAL. MATERIALS LIST ON SECTION SHEET 3. SEE COVERSNEET FOR ALL NOTES AND - REQUIREMENTS CONCERNING , PLISIBNG, AND ELECTRICAL. 4 TWJSS DESIGN BY MANUF. TNJSE PLAN SHOWN IS FOR:GENERaL LAYOUT ONLY SEE DIV, 6100 5)-IEET A -1 TRUSS LOADING SEE DIV, 0I0001A SHEET A -1 - TRUSS. SPAN PER FLOOR PLANS -- TRUSS TYPE PER ROOF FRAMMGPLAN 5. ROOF FRAMING SPACNG 24' oc. UN0. 6. ROOF P1TC1-1- EXTERIOR PER ELEVATION INTERIOR PER SECTION, T. RAFTER TAIL 2x4. VERIFY. 8. ROOF TAIL AND RAKE OVERHANCT PER ROOF PLAN, 9. ALL HEADERS ARE 4x10 DF !1 UNO. PROVIDE /U TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4'-0' LINO. SEE DI, 06100 61 -1EET A -I 1 FRAMING PLAN KEYNOTES F _ l BACK FRAMING. AND 6OFFIT AREA AS N 0UIRED TO ALLOW FOR HVAG DUCTNG. SEE. DIVIS SHEET A -I - - RAND PONY WALL O N TOP OF LOWER ROOF 1 F -2 FRAMING MEMBERS. F7'ORTiNG UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF J015T WITH FACE OF WALL 1 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE L F = J FACE OF WALL UPSET - EOTTCM OF BEAM EVEN W/ BOTTOM CF ( F -5 3 J018T .1.0 TOP C F 61.4 1 E UP A BOVE JOISTS 1 F_ TOp OF BEAM IS FLUSH ,111714 BOTTOM OF JOIST WITH. NO TOP PLATE. CUT ADJACENT FRAMING MEMs1ER.i. INTO BEA, FOR ADEQUATE SUPPORT. F -1 ATTIC SPACE VENT SEE CALCULA SEE DIV. 01002 SHEET A -I FLOOR JOIST - 0E0 SCHEDULE DWG. l F -4 ) SEE DIV, 06100 SHEET F -9 r F -10 F -I1 ( F -12 F -13 { F -14 F -I5 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -I FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOW BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS �X6 OvERFRAMING • 24' OC 206 CEILING JOISTS m 24' OC 16 13' -3' 8'-3 112' 8' -3 f' 040 Mstr. Bdrm. CARPET O_J TUB . I P 1 !II l Mstr. Bath m CAET RP .\ EF ,.. \ VTOS C .. • I I (5/SI-LVS m LINEN % 10' -1' 3 J2' -2 VL `: :' -.�. -I V8' 3' -10 3/8' ' Q SD ml iI ' ts, Tn M.G. y E 3TOS I G ARF ET I 91 R45 0 VTOS Bath ANTI_ LFt FZ (' e �n 5EBP F 6' -II L7 6' -3 IR' P _ 1 1 - - - ART NITGH W/ 4 42 ' SHELF P 3 i "� ,- , .. Bdrm #2 P -5 \ > : A CARPET 13 e Hail r °R CARPET sp. R �� 2 �_ y RtS 5E BP —� 4' -4 IQ' 5' -1' ' 0 j, BE Bp l' -4 I!2' Loft/ Opt. Bonus/ Opt. Bdrm #4 CARPET l 1' -` ' J ( `i'-3 112 Bdrm #3 GAFPET P -5 ) , ty 3050 \ \\ J 6046 I 1 i I ° T -I' 5,3' 2, - 11 6'41' --- --- _ l�_8. 15' -10' -- 14,-0' 29 -to SYMBOLS AND LEGEND ❑F FAN- DIRECT VENT TO OUTSIDE - BATHROOMS/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MIN: -WHOLE HOUSE FAN 100 CFM F1IN vTO9 WHOLE HOUSE EXI AUST FAN CONNECTED 4 24 HOUR TIMER 100 CFM M1NL. V TO QT THERMOSTAT a 50' ABOVE FLOOR Q IIOv SMOKE DETECTOR PER EEC WITH BATTERY BACKUP INTERCONNECTED 74 24 HOUR TIMER TO U1140LE HOUSE FAN MECHANICAL, PLUMBING, AND ELECTRICAL ;. SYSTEM FOR UNITS,.. PER DI V. 16,16 SEE SHEET AI A PROVIDE H' DIAMETER FRESH AIR INTAKE FRO1 OUTSIDE TO RETURN AIR PLENUM AT FURNACE U NTH MOTORIZED FLOW DAMPERS. FROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM D. PROVIDE PRESSURE RELIEF LINE PLIPieED TO OUTSIDE. 4 GENERAL PLAN - NOTES 1 FLOOR PLAN KEY NOTES P -1 1 l P-2 ( P - 3 1 ( P-4) ( a_5 ) ( P -6 ) ( P -1 ) ( P -8 1 ( P - ( F - 10) p-It (P -12 P -I3 ) ( - ) P -16 ( P -11 l F -I8) P - I9 R-20) ( P -2I ) ( P -22 ) P - 23 LP -24 ) L. SEE COVER SHEET FOR ALL 4EAERAL''NOTES AND REQUIREMENT®. 2, ENER:aV.AND AIR QUAIL!TT INFORMATION SEE DIV: 11 SHEEt A -I 3 SEE BUILDNG'ELEVATION FOR WINDOW• TIt4 EE DIV.8 SWEET,4 -1 4 $E OPERA TYPICAL G MATERIALS LIST 01.1 CTi:91v 5. SEE COVER SHEET FOR ALL NOTES ANC7 REQUIREMENTS CONCERNING ,.MECHANICAL; PLUMBING, AND ELECTRICAL. • CCCUPAFIC - r SEPARATION: APTLY (1) LAYER 5/8' TTPE 'X' GEO. TO ALL WALLS AND CEILINGS. Cr GARAGE. SIDE FROM FOUNDATION TO SHEATHING... WRAP POST AND BEAMS. APPLY (2) LAYERS TO TRJSSES AND TJI FLOOR JOIST SEE D!, 010029 SHEET A - - 13/8' MN_ SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIv. 01002.5 SHEET 4 -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 100 SHEET A -I6 A. HEADROOM. MIN 6' -8',: WIDTH MN. 3 -0 B. TREADS 10' MN. DEPTH, RISERS 8' MAX I4T. C. HANDRAIL MIN 34'. TO MAX 38' ABOVE TREAD. NOSING. H.:NDRAIL 1 1R'- MN, TO 2' MAX CROSS SECTION DIM1EN51ON AND I I/2' MN. CLEAR FROM WALL, RETURN RAIL ENDS • INSTALL FIRE BLOCK-11+G AT STRINGERS TOP AND BOTTOM AND ADJACENT U:ALL(4) • COVER USABLE SPACE UNDER STAIR 0/ 5/8' TYPE K GLUE, F 1TER"¢DIATE BALUSTERS SHALL BE. SPA! - E) W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 01006 SHEET A -1 SAFETY GLAZING PER UBC, SECTION 2406 A WNDOWS IIbTHN. 18' Of- rI OC^•R WNDOUB Win- IN A 24' ARC OF DOORS C. WNDCWS AT TUBS AND SVOU0RS D: GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR- BOTTOM cF STAIRS SEE DIV. 08800 SHEET A-1 - EGRESS WINDOW FAR UBC, SECTION 30.4 SEE Div. 09600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES 34 GARAGE TO BE 0 MN, A0OvE TOP CF. SLAB. SEE DIV. I5 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHO:0RS WITH NON- ABSOTEENTMATERIAL To 10 ABOVE DRAIN INLETS SEE DIV 09250 SFOET A 1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER 13TH 10' MM. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UB0,SECTION 1006 SHEET A -I 044 CRAWL SPACE ACCESS. INSULATE AND UEATHER STRIP.: SEE DIV. 010022 SHEET A -I 22 x30' ATTIC SPACE ACCESS 0/ 30' HEAD CLEARANCE. INSULATE AND . WEATHER STRIP. SEE Dfv. 01002J SHEET A -I FLOOR MATERIAL BREAK LNE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFC SPECIFICATIONS 'SHALL CONFORM TO USG REQUIREMENTS. SEE DIV. 010028 SHEET A -I B ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE' DIV. 010028 SHEET A -I 6.1—EARTH SHALL' CONORM TO 0190 REQUIREMENT. SEE DI, 010024 AND 9 SHEET A -1 D: 5/8' TYPE 'X' GU34 ON HOUSE SIDE OF CHASE CLOSURE TO ROOF. SHEATHING- - SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' 0I01ETER STEEL POST 36 GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' 4803E STAIR 6084665. B 3ENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC t SEE 013. 15 SHEET A -I d 1 og= PLANT SHELF UPPER AND LOUER LINEN CABINETS P SOFFIT AREA NTEGRATED MAKE UP AIR 2x6 STUDS 0/ R -I9 INSULATION MN. D99 -0276 ROOF VENT CALCULATION BASED ON 3 2 - HOLES PER VEIN' BLOCK .•OF _N __. • ON - . b:.. TOTAL ROOF AREA 1962 SF/ .5,51 -SF OF VENT AREA -REO 50 % AT SAVE • 325 6F REQUIRED 50 . % • 36' (NIN) ABOVE EAVE • 325. SF REQUIRED 6 ROOF JACKS AT 50 SQ . W. EACH. 110 SQ. N. 036 SF 92 LF.OF EAV.E VlTITS AT 52 3. INA 4784 SQ. IN..332 ' 6F o_ GABLE END VENTS' AT 9 •8 SQ. IN•o. SF _x9_ GABLE END VENTS AT 4 --x9 _ • Q. IN..o 6F 4 GABLE END VENTS AT DIA • 82 S.^,.. IN TOTAL. VENTS. PROVIDED ROOF JACKS • 208 SF EAVE vENTS • 332 _ 5F GABLE END VENTS • fl44 SF TOTAL 6F OF VENTS PROVIDED . f_ SF • AREA MAY BE 1/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION. UBC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH 4x12 SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD .FROIM ABOVE W/ LOADING 0 POINT LOAD TRANSFERNCs DOWN 61# POINT LOAD TRANSFERMG DOLLN LW LOADING HANGER POINT LOAD TRANSFERED BY KICKER /Q Y HOLD DCrJN WITH SIRE DESIGNATION • yl VERTICAL SITUP O BE USED ON FLOOR BELOW SIGid,^.,TICN 9Txx 140R1ZONTAL'STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH IlsVEID NUMBER , EXTENT OF SHEAR WALL Tl'PI c» SHEAR WALL , J WALLABOVE BELOW ).. NOTE- UNLESS OTHERUJISE'NOTED, ENc f AND. CALCULATIONS - NO7 PROVIDED IN ' DRAUftE 6 0 G1D 2 D99-027 GENERAL FRAMING NOTES "O I. SEE COVER 'SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2, SEE TYPICAL. MATERIALS .LIST ON SECTION SHEET 3. SEE COVERSI EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL, 4. TRUSS DESIGN BY MANUF. TRUSS PLAN. SHOW IS FOR OsENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A-I - TRUSS LOADING SEE DIV. 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 3 ROOF FRAMING SPACING, 24' oc. UNA. 6 ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 204. VERIFY. 6 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAT•!, 9, ALL HEADERS ARE 4x10 OF 2 UNA. PROVIDE (I) TRIMMER STUD UP TO 4' -0' SPAN AND /2) TRIMMER STUDS OVER 4' -0' 014.0. SEE DIV, 06100 SHEET A -I FRAMING PLAN KEYNOTES F _ I BACK FRAMING AND SOFFIT AREA AS l RECIUIRED TO ALLOW FOR HVAC DUCTING. SEE DIV.15 SHEET A -t (�F 2 RAKED ING PONY MBERS WALL ON TOP OF. LOWER UPPER ROOF. l FRAM SUPPORT ING ROOF FRAMING MEMBcRS. ALIGN EDGE OF JOIST WITH FACE OF WALL -3 I r —1 ALIGN INSIDE FACE OF BEAM INTH. OUTSIDE F aJ FACE. OF WALL C F 5 UPSET TTOM OF BEAMEVEN W/ BOTTOM OF J ?1ST AND TOP OF BEAM EXTENDS Up 4EOVE JOISTS F -6 I TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS IN"iv BEwM FOR ADEQUATE SUPPORT.. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 SHEET. 4 -I FLOOR JOIST. - SEE SCHEDULE DWG. l F - J SEE DIV. 06100 SHEET. A -I SEE ELEVATIONS. AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIV 06100 SHEET A -1 I FLUSH BOTTOM OF BEAM EVEN W/ BOTTOM ( F - OF JOISTS F -42 " 12 TOP CF BEAM FLUSH W/ TOP TS CF JOIST AND BEAM EXTEND 004 BELOW JO F -°9 1 -° 11 -I0 F - 13 l 1 - 14 3 1 F -15 ) TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HVAC BEAM AND BEAM BUMPS DOILN BELOW JOISTS 206 OVERFRAMING • 24'. OC 206 CEILING. JOISTS • 24' OC : m 01 \ WN HER HGT. G1 Bedroom #3 Bedroom #2 Walk In I Ih:....t LA LA a 4 UPPER FLOOR aster ath \ \ UPPER FLOOR 5:12 u 5 TOP OF BEAM e PORc � s_ _11 • ••1 1 j FLR JSTS PER PLAN \ TOP FLATS WIN HDR HGT. _ • i •ui•.iiuiu�s Living Utility Nook WM. FOR FGT. i \ MAIN FLOOR 1 1n r MAIN FLOOR t .� 11 tv... I rv ., .. � r, rv.. nv.. r r.. �. e s. e.vr n Nl h�1 a '�I'ln� �n1l 1 I111�11! ®d111® f 11 i 1111111 1 f ir @1 1 1 1 1g1lIIIlIld1% IONIT IIII n 1( �1111111 %1111 is l iii0 11! n �/ni11111n11n1iN1, n 11 I1= 1111 /11/ltillltnn1 111111111 1111 /lii_1fWIR11 1 qg 1 m m1n{� 1 nor �u1 i`siUitiiriii,� 11a111wIli 111�n11l111 1111/1 �l1111 /11111 a minor ..11 4111111a1a1i111a1 I1111a111r1 11111�n1 a1�111Ni1ilO1ni11aa1111BINU ` .411111111k. 1 tit1111(Ilfill mu mallaa1n1111nma01 1 111 D'- ealriaaa1n1a111011 1k 1111. t.� rrl�.aa�.rlrrrnui�,;,m1n r. a1..tn IH,IIn1,11e Ha °11im a lairr �� ; .ar -� �.,. -., ," 1111'1 °milililinil'� a1�1�1 " 1 R1I11a111lIIM1n1111/INI -. IB DIA GABLE END VENT 99044 -21 r• SIDE ELEVATION k I V8'•I' -9Y 24' DIA. GABLE END Vfrlr — IDNG 5:12 111 TOP PLATE WN FIDR WGT UPPER Fl OOR TOP PI A, WIN NOR NGT, MAIN. FLOOR REAR ELEVATION ecela VB'•I - O' c0 S. ROOFING: (DPI. BUILDING PAPER: (DIV. 7) ;� SHEATHING: (DIV. 6) e TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION IN ULA TION: ((D 7) SOFFIT: IDIV. 7) GWB: (D 9) EXTERIOR CONSTRUCTION WALL BUILDING WTTR(DDAP (DPI. 7j� WOOD 15 UILDIN I BUILDING FFRA (D(D 6) 2 X 4 STUDS AT 6i EQUAL INOULATION. (WV. 7) R43 BATT W/ INTEGRAL VAPOR BARRIER OWB: (DIV. 9) V2' GWB FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBFLOOR: (DIV. 6) FRA(9JNCi: (( IV . 6) INSULATION: (DP/. 7) SOFFIT: (DPI. SHINGLES (DIV 010003) 7 OM OR EQUAL PER PLAN R -30 BLOWN -IN lir RESAWN PLYWOOD s/S' GWB TRIM:(DIV. 6) WINDOW: HEAD 2x4 (WITH NO BRICK MOLD) JAMB: 2x4 SILL 2x4 CORNER BOARDS: INSIDE: 2x2 FASCIA: 2>�NOE 2x4,2x3 FINISH PER PLANS (DP/. 0(005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R-19 BATT VZ' RESAWN PLYWOOD TOP PLATE TOP PLATE \ \ MAIN FLOOR 2M0 13EL 1, BAND T . . FRONT ELEVATION Grab VL'.I'�' FLR JSTS PER PLAN R 9 1999 L. IEADRow M N b' -8' UUD14 MN 3.-0 PER 4. MULL NRE BLOC IN • STS*% TOP tBC 420615 U BOTTOM 4 ADJACENT WALLS/ PER IDC 2: TREADS S MN D8fi1 REEFS 8' MAX iEGHf SEC. 1261 3: RANDRAIL MK 34" TO MAX_ 78' ABOVE TREAD O COVERUSABLE SPACE UNDER STAIRWTH � HAMDRAC I I/P PN4 TOY MA Cl266 M'S'TTPE'x`WB FERIEC ON 0 1 1 . 4 1 Y2' M71 CLEAR X FTdO 1 ' b. MTER'ETIATE B SHALL" ME SPICED UW.t.13EIUR4R41L 84)3 PER 4180 SEO 10049 4' MART MET OPR20 PER l0Q 5008¢193 ) STAIR SECTION DETAIL 3/4"4 -or oe20o-0eao -o5 3/4!=t-o' i 1i O PER FLAN GABLE END DETAIL TYPICAL ROOF CONSTRICTION 20 BARE TTP. SEE ELEVATION 2X4 BAO FOR BARE - NAIL THRU 7A6' OSB WTN Rd • 0C. TTP. SOLD F2CIP 6.C/1M • OVERLM(r 6ACKSPAN SHEATHS( 2X OVERHANG TYE. BLOCCUIG AT CEILING LSE J TTP. ECIERICR tl14LN. CQt*TRUCTICN BALLOON FRM'E GABLE DX' eau P isTa itiar EAVE DETAIL 3/4=f -• EAVE DETAIL 3/•=80' `ti = ISEE ELEVATION E> D MISS TAIL TIP. GUTTER OVERIANG FASCIA PER ELEVATIO4 FER FLAN Mil i `�i OVEME G PER PLAN /BEE ELEVATION 20 6L001552 11.11111 0/ 2' • HOLES 24114 6CRE N 9EE 1E1E, \ EXPOSED ERUSS TAIL E FASCIA F32 SEVATIER aolp EAVE ;DETAIL- oelop- omoo -ts 3Y4 8NF'E. - 0;1847 6Y-ABOVE BATT. NE.: 0 ABOVE SLOU11 :442U.. TYPICAL ROGFCON5TR1CTIO4 2' MN CI . .R FbR VtairD4s RI OIUTS £ , ^ E FACE Cf UWl _ 2X. SLOOCM5 UUTH (31 2'.. S ROLES MI SCREDI 111, EXr MALI C'5TRIC11. BAFFEL - 0X10255 5' ABCs£ GATT. NSUL OR W4 12' ABOVE BLO NAIL. TTI•ICAL ROOF CONSTRICTION 2'h4L CM FOR VET4T41G HI. 48° OC.AT OUTSIDE FACE a UW1 2x.BLOCKS5 WTH (3) 2' ES t SOL WIN SCREEN E �\ POSED RAFTER TAIL P. 'SJ TI T1 R ASCIA PER ELEVATION • ROOF F CONSTRICTION 2' MIR CLR FOR WRING NI • 48' OC. AT OFFSIDE FACE CF .W4LL TTP. EXTERIOR UJALL caw-Fecaw-Fermi TYPICAL ROOF CCNOTRUCTWN 2 MN CLR FOR VENTING HI • 48 OC. AT OUTSIDE FACE OF WALL 2X BLOCCBG WEN (3/ 2' t H OLES 1411-1 SCREEN oa OaO13Ov -01 060:1-07300-02 oeao -02 oemo -orhO -O3 y\ ` ■- -\ 1 -- I `' TTP. GUTTER liwk- all OYER-144 f F ASCIA PER ELEVaT1d4 • TrF. EXTERIOR WALL CONSTRUCTION PER PLAN 2X6 BLOCKING TYP. E FOSIED RAFTER TAIL D99 -0276 'MF CE Or.> : c(5 0 ). 19 ' SET ¢'MN BELOW GRADE O TYP. DECK CROSS SECTION 3/44-0* L DELETE RAIL WHEN FINISHED DECK ELEVATION IS 30' OR LESS - ABOVE FINISHED GRADE/ 2x8 242 • 6 1/2' OC MLR pIST. BTILN NOT TO, EXGEED 4' SOLID BLOCKING OVER SUPPORTS 6/4 x 4 TK GDR. DC c4 ATTACH LEDGER. W/. 2 ROILS OF V2' LAG BCLT9 AT 16' oc TTP. TJI FLOOR FRAMING PER PLAN 2x pow UFALL 4x BEAM (SIZE TO REDUCE NUMBER OF POSTS • STORY CONDITION OR WI EN POST EXCEED d' M LEN TN SCAB U1/ 2X4 EA SIDE 2x (Y GF£A.TER DEPTH iNAN JOISTS) FINISH LANDSCAPE GRADE TOP OF PIER FLUSH WITH FM. SUB GRADE (3' BELOW FINISH LANDSCAPING) ON SOLID SUBSTRATE o9200-0617'04e FRAME OVER WALL DETAIL 3/4'=f -0 O SECTION ® BEAM ( L BARE. EXAM A' ABOVE MATT. NSUL OR V' ABOVE EWAN NELL. 114520 L RXF CONSTRICTION 2' Mk MR FOR V84T41G 2X BLKAC446 WTN (3) 2 1/2' t HOLES WIN 6554 SEE ELEVATION EXPOSED TRUSS TAIL TTP. GUTTER FASCIA PER ELEVATION TTP. EXTERIOR WALL CONSTRICTION ROOF SHEATTI G TRI89ES PER PLAN TYP. ROOF COBTRUCTION DBL OR G.T lirOi MANI main. PER FLAN Fu•48' O.C.A T OUESIDE F ACE LF WALL 2' MN CLR FOR VBSTELATICN 410CC44G BENT PER PLAN RAFTERS PER FLAN 2X4 SKYLIGHT. Sig FER FLAN PROVIDE Fi.ASNN3 AS RECO450252 BT ITC. 2x6 08500. 07300 - 16 2x4 • fC>OF A44J FRAMING 1451BERS TTP. GDS. • CEILING R70F FRN5( PER PLAN 1114LT. 311475 BEYOND D. RA, BLOCK AS NEEDED SEE PL/44 SEE PLAN FOR YEP. we 2 RN DP5243 .43 3/4' PLr1IL00 RISER I IS (44504001d7 TREAD MN BAWD NOSNG 3 2x STRAYS TTP. UON. MITER s1f*DJGER WEN 2 - D14 STR.!( BACK TIP. NAIL LOLL STRINGERS W/ (2) I6d TO UAL 31ND8 3/8' TYPE '10 5UB. As 55011 0 SEE NOTE-6 EELOW '2x KFCKER PLATE T ®EAVE DETAIL TTP0AL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION NI.48' OC. AT OUFSUOE FACE a WALL 20 ELCCY.4 Uturn.; (31 "s' t NOTES WITH 0 003084 EMP)SED RAFTER TAIL TTP. GUTTER FASCIA PER ELEVATION. TTP. DRER4R UAL_ CONSTRUCTION TTPUCAL ROOF CONSTRUCTION FOR TRIM 013100 07300 TR. PER ELEVATION BARGE BOAR? PER ELEVATION 204 BACKER FOR BARGE - NA4 14RU SKIP SFEATIS(s 44TH 16d • OC. TYP. 20' 121540006 • 4' 00. UV 20200110014 TYE...TER/CR WALL CONSTRUCTION L 1' SKYLIGHT FLARE WELL DETAIL 3 f EAVE DETAIL 3/44Yi' -7 PER PLAN TTP. €XIERCR WALL CO43TR 0704 W o ¢. 1 STA `4 l.� TTP. WAIL cM3TR)GTION WTH WALL SHEATHING PER SCWDILE BOTTOM PLATE NAILING PER SEAWALL SCIEDLLE 2x BLACKNG TTP. FLOOR CCNSTRICTICN MN I -. O firsm I �wUi O. CAW Iromalsaigami Imo_: TOP E NAIL PER 51 j . SCEC0.E BOTTOH PLATE NAILING PER 44EAIaI16.1.1 SCPDU.E PANEL EDGE 4 FIELD NALNG 2x BLOCKING TTP. FLOM CCHSSIRICTICN TYR LLALLCCNERUcTIONWTH WA11 SWATHING PER SCHEDULE SHEAR WALL SHEAR WALL L ° PERPENDICULAR TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS 3/4'4-0' T1000 -a6 3Oi 3/4=f-0 * � ► BOTTOM PLATE NALNG PER SWAIE ALL SCFEDU.E PANEL EDGE 4 FIELD NALNG PER SCHEDULE FLOCK JOISTS PER PLAN ALIGN FLOOR .0151 W WALL FEER� S E ARUALL SCHEDULE TTP. FLOOR CQISTRICFIRI TTP. WALL CCNSIRJCTION WITH WALL SHEATHSG PER SCHEDULE SHEAR WALL EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS - PARALLEL TO FLOOR JOISTS 314'4-0' ii000-0e�o-0a 3/4=1 -O NAL FLOOR WEANING 114I6,AFEA WTH 10d.• 6' oc: EDGES d • IV on FIELD BLOCK ALL EDGES 10d •b'o.0 ' PLTUDOD TO'BLOCK BOTTOM PLATE FLUU4G FER SFEARIU4LL SCHEDULE PAWL EDGE a HELD NAILS= - FER SOEDILE 2x BLOCKNG BLOCK ALL EDGES PAWL EDGE 4 HELD NAILING PER SCEDLLE A36 CUP PER SE.ARUALL SCHEDULE a TIP. WALL CCNSTRICTICN WITH WALL SHEATHING FEIN SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3/4 -OP rmoo-oeTOo-oa 4- NAL FLOOR SHEATHING THIS AREA WITH 10 d•6' cc EDGES IV d • Er oc. FIELD BLOCK ALL EDGES BOTTOM FLATE NALNG PER SFE4R0.ALL SOEDL L.E; PANEL EDGE 4 FIELD NAILIG PER 8cIEDU-E FLOOR JOISTS FIR FLAN 2x BLOCKS. • ALL PANEL EDGES PANEL EDGE 4 FEND NAILING PER SCHEDULE A35 CLIP PER SHEARWLL SCHEDULE TTP. WALL CONSTR1C110N WTN ULALL SHEATHPJSPER SCHEDULE i jii . W EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 -1. 17000-0810041 PAWL EDGE 4 FIELD NAILING PER SCHEME Welp NAIL FLOOR SWATHING THIS AIWA WITH: 10 d• EDGES 10 d • Er oz. HELD BLOCK ALL EDGES gintaww; 1111. A35 CLIP FER NWAR ALL SOHEDLLE BDROM PLATE NAILING PER SHEAR ALL SCEDLE IDd• 6' op FL.. TO MI JOIST - PAWL MOW 4 FELD NALPG PER SGEW.E RP. EXTERIOR WALL CCNSTRCTION W. WW1 BEATHIG PER SCEDUP TIP. FLOOR CONSTRICTION DOUBLE ST11D AT HOLDCEI CCTNDITICN 2 4 PAAFL EDGE SLO,KIYs CLS EARII.LL SCFEDILE BOTTOM PLATE NAILING FIER SNEA EMLL SCHEME IO d• 6' oc. PLTUD. TO RAI JOIST TYP. EXTERIOR WALL CC1141RICTICN WITH WALL SWATHING PER SCHEDULE TTP. BOOR CONSTRICT.' 7x4 PANEL EDGE BLOCKRYr TYR WALL CONSTRICTION WIN WALL SWAT.. FEIN SCFEDILE TYP. FLOOR FRIG. PER PLANS (DIV. 6) DOTTCM PLATE NALNG PER SHEAR ALL scums i0 d NAIL •6' on FLY. TO RAT JOIST PANEL EDGE 4 FIELD HALING FIR SOWDIN c TTP. WALL CONISTR)CTION WITH ULALL SFEAIHIG PER SCHEDULE CANTILEVERED FLOOR JOIST 3 /4'=t -OF - 11 - t Y CAL U64LL CCNeT11c1TCN WITH { WALL SHEATHNG FOR SCHEDULE FLOOR F RAM % PER PLAN SIMPSON HOLDOW FER FLAN AHD SHEARUALL SCHEDULE EP P50N 14OLDCUN STRAP PER PLAN Aro SHEAR WALL SCHEDI LE , SEE ARO41 DETAILS F-0R FD rlDana4 cammoNS _ 114^ 1301- SHEAR WALL PARALLEL C ) FLOOR JOIST - OFFSET CONDITIO � C)SHEAR WALL HOLDOWN 3 /4Nef -47 d NAL • 6' cc PLTWD. 10 BLOCKING fE SCE ULE ..111 17000.0eIoo-24 u1 =1 4 ROOF FLOOR S4 •EA' T {MG ; ! 1 ROOF SI EATHG VW . W OSB'APA RATED S4£ATHM €24/0) LAY NIP W( MMI'Li1 19 SHEAR }RILL PARALLEL CLEAR BETUEEN PANELS, TO ALLOW FOR EXPANSION. NAILi4 SHALL BE Bd AT 6' oe AT PANEL EDGES AND 12` oe AT INTE=RMEDIATE SUPPORT, S. PROVIDE ..EDGE CUPS • 24' O.C. TO FLOOR JOISTS FOUNDATION • ALL UNSUPPORTED EDGES. ALLJWARL.E DIAPHRAI SHEAR =180x0.82.14SpIT 2 ) /4 �,� 17 . 0 .5.0,.02 2. FLOOR SNEATI4 9 3)4' cDX 119 APA RATED PLYWOOD (4804) NAALED AND Gum ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 0L PROVIDE T4G EDGES AT LONG. PANEL EDGES. NAILING SHALL. BE 10d AT 6' x AT PANEL EDGES AID IV ex AT INTEMEDIATE HEPO4i5. ALLOWABLE DIAPHRAM SHEAE•28X092 :ITipef 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS 'AND END JOINTS STAGGERED 4'•0'. ... 3/4=f -o' SEE PLAN A. CLIP PER F SHEA_WAU.. SCHEDULE SAHCVIO or EER I E SEE ARCH. DETAALS FOR FOUNDATION O:NL: ONO. TYPICAL WALL CONSTR)CTICN 11A1H W4LL SHEATHING FER SCHEDULE FLOOR FRAMING PER PLAN BOTTOM ELATE NAILN's PER SHEARWALL SCHEDULE. TYR FLOOR CONSTRICTION TYP. EXTERIOR WALL CONSTRAATICN WITH WALT- SWATH. FER SCHEDULE. BOTTOM PLATE NAILING PER SEARUALL SCEDULE A. FIER a SEARUALL SCHEDULE CRFFLE WALL (Div. 6) SWATH CRIPPLE WALL SATE AS SEARW4LL ABOVE OR FER SCHEDULE SWL PLATE PER SCHEDULE SE AR 4. DETAILS FOR FOUNDATION COMDR.'S SHEAR WALL 0 CRIPPLE WALL 3/44-0' - og CRIPPLE WALL (DIV. b) SWAM. PER SCHEDULE PANEL EDGE 4 FIELD HALING PER SCHEDULE ANCHOR BOLT FER SNEARVALL SCHEDULE (2) 4 4 BAR CONT. (DIV. 3) J SHEAR WALL ! 0 CRIPPLE WALL - INTERIOR SHEAR NOTES Y'Fe NOTES ALL SHEARWALLS S140UN ON 114E FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SHOWN SHADED). 2. PROVIDE TWO STUDS AT ALL HOLD DOUN LOCATIONS. ' SEE MAWFACTUERR'S RECY1REMENTS AND DETAILS FOR EACH TYPE 3.OF HOLDOIN, STRAP, AHD CC48+ECTOR FOR PROFER INSTALLATION. 4. ALL PLYlUOOD -OR GTPS1@1 SHEARUALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STIIJS, EDGES SHALL BE STAGO' ED ..T CENTER OF STUDS AND BLOMED PER SCHEDULE S. DO NOT OVERDRIVE NAILS INTO %BATHING. 6. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATNE TO NAILS ISLES& PTE= APPROVED BY 11E BUILDING cfF'1CIAL D99 -0276 H E NOTE. ALL IFQRMA?IQIdO THIS SFEcEFd5. NOT NECESSARIL NCOR'OR D INTO-. .PROJE COOV 54ATE W114 P LA N S ,. C ?: �0. u,I Z 1 O LL �� C1 o_n -aio' a z 0 a , 199 pM� UPPER WALL TO LOWER ROOF CONNECTION Q® SHEAR WALL ® GABLE END SHEAR WALL 0 EAVE 1± 3 / 4 4 - 0 " 17000.0810 041 3/4W-0' rromasioas 3/4"44' ° SIMP ON MST :STRAP PER ` FLA144 61FM WALL SCHEME COL JOIST OR 1EADER PER PLAN PAWL EOGE 4 f1ELD NAILWa PIER SCHEDULE '.. TYP EXTERIOR BALL CGN57tICTKM, W BALL SNEATHNG PER SC3BDU.E TYP. FLOOR coreoa CIIOH' TTPICM. ROOF COI$TRICTKR! r 48oG (318 . d TOBWL • TR168 L6 30•48oG BLOCKING ' TO TOP FLATS d• 6' or- • BLOCKNG BLOCKING PER ARCM DETAILS SEE ELEVATION STANDAR ®HOLDOWN STRAP AT CRAWL SPACE spa• -r-a 17000.0B00-28 L ® HOLDOWN STRAP AT FLOORS L 10 DRAG STRUT CONNECTION Gd•8'OC. SHEATFIPG AND N41LE6 PER SHEAfaIMLL SCHEDULE 2X6 BLOCKING ROOF 6'EATNI G MD 4.4U pFEERR PLAN AND SWEAR.. 2X4 (2) W d EACH STUD 1R PLAN YNTH 64EATN FER 6LEA I®lALL SCHEDULE 164 TO MATCH SHEAR WALL NAILING EELOW 2XI2 WITH I6d TO MATCH SWARM.. NAILS. EGLpD PANEL EDGE 4 FIELD NAW.RG PER SCHEDULE TYP. WILL CCHSTR CTION WALL SHEARING PEP SCHEDULE ® INTERIOR SHEARWALL TO ROOF COND. HOLDOWN STRAP ® FLOORS spa -r-o rmoo.oewe-oe 3 /4=1-O• Tic -O tOO2O (2)6d 8 d NAIL •4'aG•EA. OINYJGGER 8 d NAIL • 6' or.. TO TOP PLATES I BLOCKNG O PLYWOOD ROOF CONDITION 3 /4•=f-0' 2X4 FITRGf '5. 4' O.C. WITH JOIST HANGER • MISS TYPICAL � CONSTRUCTION TT, EXTERIOR WALL CONSTRICTION W WALL SVEATHRG PER SCHEDULE PLYWOOD ROOF CONDITION T8 v J 3/4•=r -o D99 -0276 TYPICAL ROOF CCNSIRUCTICN 1425 TIE • EA TRITE LEER • 48' d • 6' dA •BLOCKING lE DcKWIG PER ARCH. DETAILS A35 CLIP PER SHEARWALL ECIEDULE NOTE:' BALL 9-F0*tAT10N GET TNI9 SHEET le' ;, NCi TE:CE ALLY INGo o? ATED INTO, PROJECT. C40F1,RNATE,014 • SHEARWA :L SCHEDULE ®I -1499 BPIi .. .. d . q11VN ¥ 1. WliONV / \} m \# ¢ BLS 7T & a w WOLLOS « +a er 0I -1 843' • 48 A36:. 16d •.p' V2' GUS CNE SIDE 5d NM, +.42 GI_4 OR COOLER NV • 48' A35 33 I6d • I0' 5)8 GUB ONE SIDE FOR V2' G2 -1 V!' WE TWO SIDES 5/8• • 48' 20• led • B• G2 -4 - CR \ NV • 48' 20' I(sd • 6 5/8' GII$ TWO SIDES FI -SA , a ! 5R' • 48' - 20• led • 5' PI - b 5/8 48• S/B 32 H' V' Wd • 5' led • 4' VIb' OBB. P1_3 ONE SIDE 5A3 •24' 'It • 3' L. FI -310 USE 3x STUDS ■� 1 5.3 • • 24• •3' CUPS Ibd • § PANEL EDGES 5•3' • IS' A33CUF5 (2)RC%US PI-2 USE 3z STUDS S TUDS •8• Ibd • 5' :2T ROSY l/Ib• OSB TWO SIDES P2 $TAGGER GNEATNNG JOINTS LW(2) STUDS • 5/8' • ib' .A35 CLIPS :5d • 4' PANEL EDGES (2) (d7U16 P2 5/8• • 122' A35 CLIPS led • 3' WSW -4 HARDBOARD, SIDaG ,,, CRI E FY]RT 2319 5/8'•48' 12' fed • 5• L a u f . M , '' of U 1®®1 111 �i�� *Rio GE I 0 TDB Ir�n,4 4r ° INN ies1111010 0l �' t 'I i IIi! P I 1 t I I1r _ II I N i .111W frairreali imirmn 11 1111.11114. 1 J !II iF o . PM* BETUSEN TRAM TO 110.11. INTMOR iSFEARRA.L® j se® mom rie I l I !IU ' MIL 995442 SY BOLS & LEGEND POINT kAAG. PROM ABOVE POINT LOAD MOM ABOVE W/ LOADING ® POINT LOAD TRANBFERING DOW POINT L OAD TRANSFERING PQM W/ LOADING HANYER L!K POINT LOAD TRANSFER= SY KICKER tom/ <y WOW DOWd WITH SIZE DESIGNATION ° - VERTICAL STRAP WITH SIZE DESIGNATION • TO SE USED ON FLOOR $BLOW BTxx _ HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER OF SHEAR WALL TYPE CP SHEAR WALL 7. --1 WALL ABOVE Wee= WALL BELOW 1,1511E. W4LEWS OTHERWISE NOTED: EPY+INEERING MID CALCULATIONS ARE NOT PRO 1DED N THESE PRAWN. SHEAR NOTES LNLE85 cm4ERIUSE NOTED irefilfiNagnagA I, SEE CALOL 4TKN$ PORDESIGN CRITERIA fERAL wits I ALL WE4° 1A �..Ll 4 SNQW ON TIE FLOOR PLAN ARE FOR WILLS ON THAT LEVEL (TYPICALLY SWKLN SHADED): 1. ANCHORAGE 15 FOR SF Lt41.L5(PANELS) ONLY, WERE PORTIONS OF WALLS ARE NOT DESIGNATED A5 SHEAR PANELS, NAILS MAY EE SPACED • IS O/CIMIN) PER TABLE 23 -I -0. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANEL5 THEN SHEAR DETAILS PO NOT APPLY. FOLLOW MIN - LINO. REQUIREMENTS. 4. PROVIDE TUO STUDS AT ALL HOLD POILN LOCATIONS. 5. SEE MAIUFACTU ER8 REQu o"ieNTS AND DETAILS FOR EACH TYPE OF HO.DOIN, STRAP, AND CONECTOR FOR •OPER NSTALLATOM b. ALL PLYWOOD OR GYPSUM SFFARU4LL$ SHALL BE APPLIED HORIZONTALLY OR VERTICALLY CH STUDS. EDGES SHALL EE STAGGERED AT CB4TER CP 545 AND BLOCKED PER SCI EDIPf. 100 NOT OVERDRIVE NAILS INTO SHEATH/4G. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY THE eUILDING OFFICIAL 13120F CFLOOR 5NEAT�+If I ROOF SHEATHING: 1/I6' APA RATED N•EATHIYG (14/02 LAY UP LW MNFAFT IS CLEAR BETLff 4 PANELS TO AtLOUI FOR 54 PA45 ,XN. NA9-.' 5444 L SE 8d AT b' cc At PANEL EDGES AND p' x AT NTEREDIATE SUPPORTS. FRCA IDE EDGE CLIPS • 24 O5 • ALL WSUPPORTED EDGES. ALLG WBL DIAP•AM SFEAR480x082 2. FLOOR:SHEATHIY= 3/4' CDX 346 APA RATED PLYWOOD (48/)4) NAILED AND GLUED. ADHESIVE SHALL COFFORI1 TO SPA SPECFICA11c$ AF 0t PROVIDE T4G EDGES AT LONG PMEL EDGES. NAILS.* SHALL BE led AT S' x AT PANEL EDGES AND IS oc AT NTER'EDIATE SUPPORTS. ALLOUTABLE DiAPFRNI SFEAR•2Sx08 .111psf 3. PLYWOOD SHALL SE LAD UV FACE GRAN FERFSNOIC LAR TO SUPPORTS MD END D99 -027 DEBIGHAT'IONS