Loading...
HomeMy WebLinkAboutPermit D2000-072 - FOSTERVIEW ESTATES - BASE PLAN 1843AFOSTERVIEW ESTATES PLAN 7843A D2000 -072 IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN Architect: MQ 4 City of Tukwila Department of Community Development Steve Lancaster, Director Valuation: $ I V2 (0 .2.1 Page l of 2 FOSTERVIEW ESTATES For Office Use Only: City's Basic Plan No.: D'zcco-o72. Basic Plan No.: lS43 A Address: l "f d l I SE I LD S' 0(p wvq g0 Phone Number: (42-S') ( 4 ( - 537.0 Contractor: Vta 1 M % F2 ( b/ fo UJ L . (3 (q— Address: PP < 0 5 tkxi,stt WA z�, Phone Number: (I(d) 9(0F) 7107 WA State Contractor License Numb6r: Pa.) M "X. 2 c25 4 L D Expiration Date: 2 ' l l9 ' 00 Basic Plan Information: Number of Floors: '2- Q Basement: Yes X No Square Footage: First Floor: 53J Second Floor: 6,4, Basement: I S Garage: (0 7 Deck: Covered: I I Uncovered: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z re 6D• J U, U co w w : O ' I L U O w Li ' O ui z GUIDELINES FOR Si,+GLE FAMILY BUILDING PERMIT BAs1.2 PLAN FOSTERVIEW ESTATES Basic Plan Submittal Information: 1. 2 complete sets of construction drawings to include the following: • floor plan • roof plan • building elevations (all views) • building height • building cross section • structural framing plans and details necessary to completely describe construction • Washington State Energy Code data and prescriptive heating system sizing. • Washington State Indoor Air Quality Code information. Conditions of Basic Plan Submittal vs Site Specific Plans: 1. Basic plan review fee shall be in accordance with Table 1 -A of the Uniform'Building Code adopted by the City of Tukwila. Site specific plan review fee is $400.00 plus any fees associated with the addition of decks, basements, etc. added to the plans at the time of site specific submittal. If it is determined that the site specific plans need to be reviewed by the City's structural consultant, the applicant agrees to pay the fees assessed for this review prior to permit issuance. 2. Architect of record agrees to submit site specific plans consistent with the basic plan • submitted for review. If the site specific plan is revised, the revisions must be clouded and appropriately identified in the revision block. The Building Official has the authority to require a full plan review fee for a site specific plan if there are significant revisions to the basic plan. 3. The approved basic plan is valid until any amendments have been made to the State Building Code as adopted by the City of Tukwila or no longer than 2 years from the date of this agreement. Site Specific Plan Submittal Information: 1. Single Family Residential Permit Application; 2. Four (4) copies of the site plan/civil drawings; 3. Four (4) sets of construction drawings, including foundation plan. 4. Three (3) copies of the geo -tech report; 5. Two (2) copies of Washington State Energy Code data and prescriptive heating system sizing; 6. Washington State Indoor Air Quality Code information. 7. Two (2) copies of soils engineering and calculations stamped and signed by the geo -tech engineer of record; 8. Sewer availability letter from Val -vue Sewer District; 9. Water availability letter from Water District #125; and 10. Statement from soils engineer ? ?? 11. Mechanical Permit Application; and 12. Specifications for mechanical equipment. TE Devel er Page 2 of 2 er to the back of each application for a detailed list of submittal requirements. op Date z Z Ce J U U 0 CD CI J H w • 0 u.Q • ° z = F- 0 w I Do 0 O N. off w w H H u' O ui U= 0 0 ~ z *•k4:•k * * * * *4•A•k *tit 0! A ** * *•Ak 2 T R A N S M I T **** **•ktl *X ** *A ** **— *kJcA— *4-A* * **A * *k **k**dc*** ** .k *TV• ** ** * **** :TTY OF TUKWILA, WA TRAI' EMIT Number: 890300244 Amount: 878.90 03/02/00 16:24 Payment Mc thocl: CHECK Nc;tbt ione 0Li i t0Iit DEVELOP Ina: TLE •k4' 1 * h0.** ** * ** *l.•k•h:1***f.Ai A;k *.•i,A A.**4*.P PaTmit; No: 02000 °072 Tvoe: DEVPERM DEVELOPMENT PERMIT 5 i to Address: 13400 4:: AV 4 Total Fees: 2.33 Total ALL Pmts: S78.90 ' This Payment; 878,90 Balance: 1.:4513,.29 * * *• * * * * ** **•A *iA** t*** el it* k*** AA.4. 4 k* J** **4A *:4 ** * * **, * * *,:'k*AA * *I: Account Code 0000x'322.100 Desc,r'ipti(?n BUILD):N6 -• RES Z O F— Ill ILI p U Amount 078.90 LU 0 N H H 0 z Y 2092 03/ 03 9717 TOTAL 878.90 �� v.. » r. ..J«..';i:ifs:...fr•xr;,i:S.x� t::da:i13.`, rt taG�ir�.> '.:dn: ?Li7! i. a. t?iA4 .1(0:. it:a itfT�;x !" tih3, fYG:24;v{`a+i�t';:lGirch•!.`:'. ua+ii.agAtn.4441, Z 1 00 k WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT ^FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Homeowner: Builder: Site: DUJARDIN PLAN #1872B COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component ' Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 414 9.31 Floor R19 vented Joist 16oc Glazing @121, * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood R19 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1855 ft2 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 PROPOSED 395 Btu /hr -F 9.13 kWh /ft2 -yr Reference Value X Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.062 U -0.036 ACH -0.350 Proposed UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 03/01/80 HOUSE ID: 99083.24 Weather Data: Seattle, WA R; Climate Zone: 1 Area = UA 891 36.5 278.3 180.9 56.0 21.8 2309 143.1 891 32.1 16867ft3( 108.0) Reference UA 414.5 X Area = UA 891 36.5 226.0 117.5 56.0 21.8 2010 164.8 351 21.8 891 32.1 16867ft3 (108.0) 394.5 Z Z rt 2 6 v U 0 (0 0. CO W W I CO u W 0 . J LL ?: in a . � Z F. I- 0 Z H. ui U C) CO 0 - O F- W W . U _ W � W Z U 0 H Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT . FILE: K: \ \KAA \ \99\ \99083 \ \9908324.WS Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): 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: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION PROPOSED South 56.5ft2 Southeast : East 56.5 Northeast : Eff S Glz: 4.0% Location PROPOSED Gas Furnace, DEFAULT 78 % 61 % 0 Solar Access: Partially Shaded Vented crawlspace Attic or garage 0.60 26324 Btu /hr 6031 Btu/hr(23%) 32355 Btu /hr 48500 Btu /hr (150 %) 84 MBtu $ 469 Integrated Spot & Whole House 0.0 () Btu /hr tons( @125 %) kWh /yr R- 8.0 R- 8.0 M- 3.000 1855 Avg Rvalue Surface Area 371.0 ft2 74.2 ft2 PROPOSED North 56.5ft2 Northwest : West 56.5 Southwest : 03/01/80 HOUSE ID: 99083.24 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 5565 Al;r?i4 a,'4 ;,4 ■ ':411.114X r'>r.. ?'.""'. �' +, 7w wain* Keppler AssociatesArchitects 40B NAME: DUJARDIN DEVELOPMENT CO. JOB NUMBER 99082.24 Copyrig 1994 . . ...v : 4S341h. $Ytmovr R VC DATE: BY: 2/29/00 MJM 2/29/00 GLAZ1872B.xls Z W ' Q Q � J U U0 co O LL w u Q D. a ' I- _ Z I- 0 Z I-- w U 'O - . ci w uj O Ui U = O F- Z WINDOW TOTALS NAM I (IN FEET) ET) I (IN FEET) Q SQUARE FEE I (HOW M l (i SQUA E FEET) (IN SQUARE FEET) LO ER FLOOR :. OFFICE I 3.00 I 5.00 I 15.001 1.00 I 15.001 15.00 MAIN FLOOR • . LIVING 6.00 4.50 27.00 1.00 27.00 . LIVING 1.00 5.00 5.00 1.00 5.00 STAIRWAY 3.00 3.00 9.00 1.00 9.00 FAMILY 7.00 4.50 31.50 1.00 31.50 NOOK 5.00 6.83 34.15 1.00 34.15 KITCHEN 4.00 3.92 _ 15.68 1.00 15.68 TOTAL MAIN 122.33 . UPPER FLOOR 1 M. BEDROOM 5.00 4.00 20.00 2.00 40.00 - M.BATH 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 _ 4.00 _ 20.00 1.00 20.00 TOTAL UPPER 88.00 SUMMARY TOTAL GLAZING SQ. FL i I 225.3 TOTAL HOUSE SQ. FT. 1,855.00 Glazing % 12.1% Keppler AssociatesArchitects 40B NAME: DUJARDIN DEVELOPMENT CO. JOB NUMBER 99082.24 Copyrig 1994 . . ...v : 4S341h. $Ytmovr R VC DATE: BY: 2/29/00 MJM 2/29/00 GLAZ1872B.xls Z W ' Q Q � J U U0 co O LL w u Q D. a ' I- _ Z I- 0 Z I-- w U 'O - . ci w uj O Ui U = O F- Z Kappler Architects P.S. MUM 174101uwc3 3 STCAY Job No. Date Lateral Analysis for: Dujardin Plan #1843_A City of Tukwilla 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 PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 854 ti c :i ;s2 SAIL AREA PLF FOR PERIMETER OF BUILDING UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS (1/2 Upper Floor +1 /2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99083- 23_Plan #1843a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 99083 -23 2129100 SPM SF SF SF SF Long Wall ;0.36 31 ";4cc;; rsl'ki tz.10 xa.:i; ; 12. 8 ,, :.11.0 ' 0.0 NOT VALID UNLESS STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 3/1/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 145 0.00 0 -15' P= 0.62 1.3 16.40 1 13.22 PSF 20' P= 0.67 1.3 16.40 1 14.28 PSF 25' P= 0.72 1.3 16.40 1 15.35 PSF 30' P= 0.76 1.3 16.40 1 16.20 PSF 16.20 208 15.35 138 13.22 145 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = 1w = r max = I -9.49 I ri= therefore use r story shear 10685 504 DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= 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 1361 37 504J 0.05 l WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 12.8 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99083- 23_Plan #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT # FT # FT 3/1/00 PAGE 2 1 Z re ~ w 6 U co W I W O Q : N I O '. � T z �. � Z I- 01- w w I ~ - ' - 0 W Z O F Z (P) Roof (Upper walls) 12 854 SF 10248 ADDITIONAL LOAD 0 854 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23688 30 710640 710640 0.4503 4811 Upper Floor (Main walls) 26400 Ihppi FP K TFc _ 1 1Q65040 5120 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI Iqg■311W WA 1578150 0.1984 2120 (P) Upper Floor (Main walls) 15 864 SF 12960 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 26400 (P) Main Floor (Lower walls) 15 791 SF 5932.5 S / S EX. WALLS 10 64 12 7680 F / B EX. WALLS 10 56 12 6720 INTER. WALLS 8 60 12 5760 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 26092.5 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ.16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL I WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= 23688 76180.5 *load reduced by half due to plan configuration of front wall being concrete Not included in total 0.1964 76180.5 14959 WORKING STRESS WOOD DESIGN 1.4 I 10685 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQM.4.06320 1975680 10685 I# 99083- 23_Plan #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 3/1/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 64480.73; ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 k; 1033.1.9! 16d �108`� .......... >.., ....., 143.64 # /NAIL 4713.50 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT 71:184? #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING ::2:.421 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Pian #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl .xls 828621.396 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 3/1/00 PAGE 4 Z ~ W : re 2 U . UO to O NW ; NLI_ W � z � I— O , Z H: 11J uj U� O P ` O I— I O I Z ' O F- z V W h Wh F Roof (Upper walls) 10685 23688 12.83366667 304003.896 3920 Upper Floor (Main walls) 10685 26400 9 237600 3064 Main Floor (Lower walls) 10685 26092.5 11 287018 3701 #N /A 10685 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5 64480.73; ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 k; 1033.1.9! 16d �108`� .......... >.., ....., 143.64 # /NAIL 4713.50 NAILS SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 208 # FT @ 346 # FT @ 492 # FT 71:184? #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING ::2:.421 FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;3.471 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Pian #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl .xls 828621.396 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #NIA Not included in total 140 109 132 0 208 138 145 0 # FT # FT # FT # FT # FT # FT # FT # FT 3/1/00 PAGE 4 Z ~ W : re 2 U . UO to O NW ; NLI_ W � z � I— O , Z H: 11J uj U� O P ` O I— I O I Z ' O F- z 8 4.5 4.5 3.5 2.25 113 4f/ft R14 Mo= 4060.24 4060.24 3157.97 2030.12 MIN PLATE NAILING 11 INC O.C. Wall(DL) 360 360 280 180 0 Roof (DL) 170 170 1440 900 0.00 Mr= 795.00 795.00 2006.67 810.00 I CS16 -30 T =C 725.61 725.61 328.94 542.28 MIN PLATE NAILING REQUIRED NA NA NA NA 15 INC O.C. I 12 11 5 0 0 156 k'R1=614 Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 I CS16 -30 #DIV /0! #DIV /0! I 8 3 5.5 11.5 0 83 1001$7 § Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1996.29 3659.86 7652.43 0.00 MIN PLATE NAILING 21 INC O.C. 240 440 920 0 990 1710 2340 720 1230.00 3941.67 12496.67 0.00 255.43 -51.24 - 421.24 #DIV /01 NA NA NA #DIV /01 I #N /A 0 0 0 0 #N /A (SO#N /AW.I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A I #N /A SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 Z 0 LL 2 /3DL UPPER FLOOR Load Ht. 8 0 2 REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b c b C b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Plan #1872a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 5 16 28 0 0 0 119 f„itP1-a„a�n`;t Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2240 0 0 0 720 0 0 0 27626.67 0.00 0.00 0.00 -36.05 #DIV /01 #DIV /0! #DIV /01 NA #DIV /01 #DIV /01 #DIV /01 I 16 27 0 0 0 12314510 $ MI Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 26617.15 0.00 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 2160 0 0 0 720 0 0 0 25920.00 0.00 0.00 0.00 25.82 #DIV /01 #DIV /01 #DIV /01 NA #DIV /01 #DIV /01 #DIV /0! I #N /A 0 0 0 0 #N /A [ ON/A V ) Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A 11FN/Am) Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #NIA #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 I- C9 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 208 208 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 208 208 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99083- 23_Plan #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE w- TWPAracesMWA∎Nrrear ag.nfk 3/1/00 PAGE 6 Z I=- W 6 J U 0 0 0 W ; J 2 LL WO l Q N a , - Ili T Z � F- 0 Z F- W ui 2 Q, 0 O = 0 I- W W --- o o .. Z. W N 0 Z 8 4 3 5 3.5 179 ,Z'; f :P14 a" u. : Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 10 INC O.C. 640 480 800 560 1260 1260 1608 975 2533.33 1740.00 4013.33 1790.83 795.73 849.06 626.39 917.39 NA CS16 -30 NA CS16 -30 I 12 12 9 3 0 173 iit,VR143MY Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 16612.80 12459.60 4153.20 0.00 MIN PLATE NAILING 10 INC O.C. 1920 1440 480 0 1080 2340 1200 0 12000.00 11340.00 1680.00 0.00 384.40 124.40 824.40 #DIV /01 NA NA CS16 -30 #DIV /0! 8 4 5 3.5 3 179 (W;P,,;1`g8) I Mo= 5716.23 7145.29 5001.70 4287.18 #N /A Wall(DL) 640 800 560 480 #N /A Floor,Roof(DL 1260 1980 1920 1200 0 Mr= 2533.33 4633.33 2893.33 1680.00 MIN PLATE NAILING T =C 795.73 502.39 602.39 869.06 10 INC O.C. REQUIRED STHD 14 NA STHD 14 _ STHD 14 0.00 I #N /A 0 0 0 0 #N /A ON /A ,$ I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT MAIN FLOOR Load Ht. 8 I- z O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 MAIN FLOOR Load Ht. 346 346 2 /3DL REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 8 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Plan #1872a_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 7 z W _I v' 0 0 N , W= J ~ CO IL: W O u_ a• �W z � H , z F- (Li ut O o •O .0 1- •111 U_ Z W U =' O~ z 16 12 5 5 0 252 /S P.14tst Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 24164.08 10068.37 10068.37 0.00 MIN PLATE NAILING 7 INC O.C. 960 400 400 0 1056 168 168 0 8064.00 946.67 946.67 0.00 1341.67 1824.34 1824.34 #DIV /0! STHD 14 _ STHD 14 STHD 14 #DIV /01 16 27 0 0 0 205 P1=6;M Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 44300.81 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 4320 0 0 0 0 0 0 0 38880.00 0.00 0.00 0.00 200.77 #DIV /01 #DIV /01 #DIV /0! NA #DIV /01 #DIV /01 #DIV /0! I #N /A 0 0 0 0 #N /A r `{*N /AA Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A I #NIA 0 0 0 0 #N /A ItgON/Anal Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A F FRONT TO BACK MAIN FLOOR Load Ht. 8 I— = CD 2 /3DL MAIN FLOOR Load Ht. 8 w J MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 346 REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 w U) 2 /3DL 0 REACTION z HOLDDOWN 346 0 w w = 2 /3DL 0 REACTION z HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Plan #1872a_(ExpB) 1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 8 Z tyTl,`,�1!llRwu"=0, 211, 2""' h- Nr.7.Zs vgg.�SV�4tPAa: i!4 Ll.ertpfffo tr,w' .+hnr, ,....e...._. ......� z W t 2 J U 0 O co W = J H Nu: W O I L 0 W U W f' O: .2E. U =: 0 I— z 8 4.5 1.75 1.75 0 492 ON.CONCi Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 24329.37 9461.42 9461.42 0.00 MIN PLATE NAILING 4 INC O.C. 990 385 385 0 1430 1430 3048 0 3630.00 1058.75 2002.58 0.00 4599.86 4801.53 4262.19 #DIV /0! ON CONC ON CONC ON CONC #DIV /0! I 12 8 4 8 0 2951 ?t.P14tWA Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC O.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /0! HTT22 HTT22 HTT22 #DIV /0! I #N /A 0 0 0 0 #N /A IMIONIA "Re4I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A BELOW GRADE MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A #N /A #NIA 0 0 0 0 #N /A l" #NIA`I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A RIGHT TO LEFT LOWER FLOOR Load Ht. 11 O u. 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 0 2 492 492 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 492 492 2 /3DL REACTION HOLDDOWN TRIB.LENGT SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Plan #1872a_(ExpB)_1997 -9 Lateral analysis worksheet) .xls WALL SEGMENTS b c b b c c d d SHEAR V WALL TYPE d d 3/1/00 PAGE 9 #N /A 0 0 0 0 #N /A I ¢3 #N /A SIM Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A I ON/A% 1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #N /A #N /A #N /A #N /A _ #NIA #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT 492 11 H CD Fre LOWER FLOOR Load Ht. w U) z Load Ht. LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr REACTION T =C HOLDDOWN REQUIRED 492 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr— REACTION T =C HOLDDOWN REQUIRED 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN a WALL SEGMENTS b c 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0.00 #DIV /0l #DIV /0! 0 0.00 0 0 0.00 #DIV /0l #DIV /0l PORTION RESTS ON CONC. WALL TRIB.LENGT a b c 16 27 86504.43 5940 0 53460.00 1223.87 STHD 14 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 0 0.00 0 0 0.00 #DIV /0! #DIV /0! _ 0 0.00 0 0 0.00 #DIV /0! #DIV /01 291 figin,P144M1 PORTION RESTS ON CONC. WALL TRIB.LENGT a b c d d d SHEAR V WALL TYPE 281 ; ?g'P1e4.1; f�;:. MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 23_Plan #1872a_(ExpB) _1997 -9 Lateral analysis worksheetl.xis d 3/1/00 PAGE 10 Z � W QQ � J 0 • 0 0 CO al W I. J � CO IL: W 0. Q � u. = W I— _ Z I— 0. Z 2 j. 0 � • 0 I—. I I— - O: ll l Z 1- 0 �. Z r L r L 44TT22 15/r DIA. ADO' MIN. EMBIEDED ea' MIN.ICOVERAGE ALL elDE6 (6) KAM. _ ' ' ••■••■•• r - 1 0 FOUNDATION SHEAR WALLS 011.001.1 p 111111/ timi SHEET I ■� I sob rm : 990&323 I ■,■. M Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641 -5318 DUJAR DI N Date By Desorption 0112 5� PERMIT 5ET PLAN #1843A THE DRAWING s ©coPYRGHTED AND EXCU V IEW ESTATES THE A • 0 Cri I P NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i 5EE FOUNDATION SHEAR WALLS FOR ALL CONCRETE HOLDDOWNS. LOWER FLOOR SHEAR WALLS k r r _ I Si-EET I .�. I -- Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 D UJARDIN Dace ey DesDescry!. p �yro 5� 'T SET LI • PLAN 1843A THs Dank S © COPYRIGHTED � THE VI EW ESTATES T L PI -4 • CRIPPLE YIALL6 Ab Q DPER GRADE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. > BMW ■•■■•• •••■•111 1■1.• 81.15 41•1•-•■■ ■•■••■••=1 1• MAIN FLOOR SHEAR WALLS • . , • WWII IM] I SHEET I IMINMMMI ■11•11•■ Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 • DUJARDIN Dale BY Dej la OM= 1221P£FCIIT 5E1' 01.1 M IM . PLAN #I843A FOSTERVIEW ESTATES THS DRA%MNG IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF TI-E ARCHITECT M No = L 0111••••■••••■•••••••■••■••■■•••• NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 11111Er—. I Ii rri J PI-d• • OEM •11•11, ••••••••• •■•••••■ 11- • 4 UPPER FLOOR SHEAR WALLS ■••••••••• • r L L -I, ■., I SI-CET I Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 . DUJARDIN Date By Desotticn . 03/2100 SRI PERMIT 5ET 1 l • PLAN #I843A : FOSTERVIEW ESTATES THS DRAWING S © COPYFOGHTED Al D S TPE EXCLUSIVE PROPERTY OF TPE APCHTECT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1111111-- J SEE FOIDATON SEAR W4LL5 FOR ALL CoNOETE H0.D000b J i � LOWER SHEAR WALLS Su W. F- FOUNDATION SHEAR WALLS b r N' r SYMBOLS & LEGEND STu 0 PONT LOAD FROM ABO.E PONT LOAD FROM 480/S UW LOADN5 PONT LOAD TRANSFERNG DOW PONT LOAD TRAnSFER! O DO.N W/ LOADN3 MANGER PONT LOAD TRANS•ERED By KEXER MOLD DO.N ATM 517E DESGNATIO4 VERBS:AL STRAP ton/ 5'78 DE5C14ATEN TO BE USED ON FLOOR BELOW wORI .C.04. STRAP IATM 517E DESYY4A.TIO4 FOICATES BEAM CALOLATIO4 ATM POSTED NYEER '•• EXTENT CE YEAR WALL TTI E OF YEAR WALL WALL ABOr! t=om WALL BELOW SOIL LPAESS OTMERA)SE NOTED, ENGNEERTG 4•0 COOL AT.0.5 ARE ROT PR ?nDED Ir THEY DRAM/IS � I � MAIN FLOOR SHEAR WALLS Sur M'•T.I SHEAR NOTES SWIM � VIES'! Oman NOTES DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE% L ALL SLIEARIALLS SMO:N ON TwE FLOOR PLAN ARE FOR WALLS ON TwAT LE /EL. (TYPICALLY YO.N WADED). T. ANTU GE IS • FOR 5•LEART;ALL&PA'.ELS) ONLY, UTLET PCRTOy45 CF WALLS ARE NOT DESIGNATED AS WEAR PANELS, NAILS MAY BE SPACED • '6' OC /MN) PER TABLE 73.1.0. 3. U-ERE PORTIONS Cc WALLS ARE NOT DESIGNATED AS S-EAR PANELS T•EN WEAR DETAILS DO NOT APP.T. FOLLOW MN. UDC. RECUIFZ:.MENTS. 4. PROY.DE TLLC STUDS AT ALL MOLD DOW LOCATIC•S. S. SEE Y.A•APACTURFR 5 REOJ W EATS AND DETAILS FOR EACH TYPE CF WOLDOAFL STRAP, AND CO'/ECTCR FOR PROPER INSTALLATION. 6. ALL PLTwOCD OR GY•SIM SWEAR TALLS WALL BE APPLIED wORIZOVTALLT OR VERTICALLY ON STUDS. EDGES WALL BE STAGGERED AT CENTER OF STUDS AND BLOOCED PER SCHEDULE. 1. DO NOT OnEFL7RIVE NAILS NTO SwEATHIVG. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED WEAR WALL PANELS IPLESS PRE•APPROVED BP TwE BUILDING OFFICIAL ROOF I FLOOR 4_4JF4TI.1lN L ROOF SwEATMNGI l!6' 05W APA RATED WEAT.ING (24 /0). LAT UP WI MNIM.11 VS' CLEAR BETWEEN PANELS TO ALLOW FOR ExPANSION. NAILING SMALL BE Ed AT 6' cc AT PANEL EDGES AND O. oc AT NTERI.IEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 74' OC. • ALL INSUPPORTED EDGES. ALLOWABLE DIAPHRAM SUEAR.IEC.O57.147p.F 7. FLOOR WEANING. 3/4' CDX TIC/ APA RATED PLYLLOOD (45/74) NAILED AND GLUED. ADHESIVE SMALL CONFORM TO APA SPECIFICATION AFG OL PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SMALL BE IOd AT 6' cc AT PANEL EDGES AND IC' we AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM WEAR.715M057.I1Tp,F 3. PLYILOOD SHALL BE LAID WI FACE GRAN PERPENDICULAR TO SUPPORTS AND END J ItWAH7 UPPER FLOI SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED PO•OT LOAD FROM ABOVE PONT LOAD FROM AIWA 44( LOADFKI POM LOAD TRAN9 DOW PONT LOAD TR4445F • HANDER FONT LOAD TRANSF .OLD DOW RUH Mii 01504ATICH VERTICAL STRAP 44134 DID( DESIGNATION 10 BE 1150 04 ILCOR EELDI 1404100AL STRAP UN IP= DE5I0IATIO4 PDIOATE5 BE4'1 GLLCULAT104 41741 INDEXED T0Y!EER DfTE`4T n DHEAR 1114LL � - . ErrE OF 51461.6 WALL : WALL AEOVE WALL BELOW L 1.74.655 OTHE•WSE NOTED. 0G1466RD45 LAO ATIO4S A . NOT .. . N 114 .0A11l65 J DESIGN CRITERIA L SEE CALCL!_' ATIC•Lg FOR DESIGN CRITERIA GENERAL NOTES L ALL WEARuAI.LS SHC1:N ON THE FLOOR PLAN ARE FCR WALLS 04 THAT LEVEL. (TYPICALLY S•.0 ED). 7. ANCHORAGE IS FOR SHEAR.4ALL34 T ONLY. 4HERE PCRTIO45 CP WALLS ARE NOT DES A5 S''EAR PANELS. NAILS MAT ESE SPACED • B. OCIPIN1 PER TABLE 23.1.01 3. L3•:•: PORTIONS CP WALLS 465 NOT GNATED AS S-+E4R PANELS THEN SHEAR DETAILS IOT APPLY. FCLLOD 7151 UDC. FECLLIS"'.EN15. 4. PROVIDE TWO STUDS AT ALL HOLD LOCATIO.S. S. SEE MAN.FACTUR•RS 10/647.... t 1 DETAILS FOR EACH TYPE O HC DC N. STRAP. AND COINECT .i FOR PROPER INSTALLATION. 6. ALL PLYWOOD CR GYP•.Al1 SHEAR/IALLS 5+44L1 BE APPI.IED HOR1704TALLY OR VERTICALLY 04 STUDS. EDGES SHALL BE STAGGERED At CENTER OF STIRS AND BLOCKED PER SCHEDULE 1. DO NOT OVERDRIVE NAILS NTO SwEAtWING. S. STAPLES CR SCREWS 1.65 NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FCR DESIGNATED 5HEAR WALL PANELS 31 P2°•APPROVED BY THE BUILDING OFFICIAL ROOF I FLOOR SHEATHING l RO06 SHEATHING, 1/6' 055 APA RATED SHEATHING (74/0). LAY UP WI MNIT'E1I I /S' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6' CC AT PANEL EDGES AND D co AT NTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 74' OC. • ALL WSUPPORTED EDGES. ALLOWABLE DIAPHRA'l SHEAR.IEO.O1574147p•( 7. FLOOR SHEATHING: 3/4' CDX TIG APA RATED PLYWOOD (45!24) NAILED AND GLUED. ADHESIVE SHALL COFOQ'I TO APA SPECIFICATION AFG OL PROVIDE TCC• EDGES AT LOG PANEL EDGES. NAILING SHALL BE 10d AT 6' cc 47 PANEL EDGES AND IC' CO AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHFLUI SHEAR.715.4E7•11Tp6( 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END SIN FLOOR SHEAR WALLS SHEAR NOTES 1111111L—.. ULESS 01NE E NOTED PO MOM wPrlur11 wins 1 1 7 f I f I tx UPPER FLOOR SHEAR WALLS 5u16 S1' UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS N 6 no 03 8 fi z CO c Co CNT 'w� X Rime C LL. 0 Wit 6 CD Q ISLE ..DE • G : II31323 1997 UBC SHEET S3 • ; ' Fos Reio-4e,s Gary Bumstead Dujerdln Development PO Box 1059 Snohomish, WA 98291 • i r•-1 -v -y r •ti H'' 1•1 -11 11.11)i ‘) September 26, 2000 Should you have any questions or coaunents, please do not hesitate to call. i GiS1tiii Ch►ICw1 RE: Hold Down Clarifications -.Cripple Wall Situations All/Cappler Home Plans for the Fosterview Plat Dear Gary: Per your request, our office has investigated the hold down condition as it relates to . cripple wall situations. 1S , is ' Our drawings designate a hold down in the concrete stem wall at the end of certain shear walla. This hold down is specified as an STHD14 or an STHD14 -RJ. In some situations, due to the crippl wall, this strap does not reach up through the floor j oast and grab onto the main floor walls. This letter is to clarify the intent and correct installation at cripple wall locations where the above - described condition occurs. ` " We have reviewed all of our home plans, and the maximum load at the STHD14 hold down is just under 2600 pounds. Above the STFiD14 connector, install an AST6236 strap. This strap will connect the cripple wall stud to the main floor studs directly alcove the STHD14 hold down. The AST•6236 strap takes 2575 pounds. This will transfer the load to the STHD. It is acceptable to have the AST strap adjacent to the STHD14 hold down by one stud. In which case, there should be a minimum of (15)- 16d nails attaching the adjacent studs together. Install the AST strap per the manufactures instructions. Our drawing specifies Simpson strong tie connectors. The job site is using Advanced connector system hardware. Our understanding is that this is an equal substitute so it poses no issue from our offices' perspective. Please provide this letter as substantiation that our office has reviewed and approved this condition clarifying the, intent of our drawing package. 14371 5E 1 6rft Street . �elrevue W9t 98007 1 • (425)641.5320 • fax: (4 C0400_20Pu.. lca viow.du w� � �w.44 urn' OF TuKwlLA SEP 2 7 2000 i'ERMIT CENTER 2 0 0 (0 0 w= • u. w0 �a = • d. �.w z F z ° w w 0 O - = w, LL O , • 11.1 Z U= O z Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: .I'nY your c o I l i p l c ' i e home _ p l a n n i n g r e s o u r c e RE: Deletion of LS 30 clips on shear wall bird blocking All of our basic plans have a Simpson Strong -Tie LS 30 clip called out at the shear wall locations attaching the top plate to the angled bird blocking. Simpson Strong -Tie now demonstrates that the H1 clip satisfies the cross member ending criteria for the trusses. Therefore the use of the LS clip is now deleted, as the H1 clip transfers the cross bending shear. We therefore would like to delete the LS on all shear walls. If you would like to discuss the load path conditions and review this with the Simpson Strong -Tie materials, I would be happy to do so. I appreciate your consideration in this matter and look forward to your reply. Should you have any questions or comments, please do not hesitate to call. f ,k e /' / •;it.�s'kt fir• . � 3 000 ! August 18, 2000 Sincerely, J : Kappler President "4-p 14311 SE 16th Street . 'Bellevue, W% 98007 1.800.888.4517 • (42 5)641.5320 . fax: (425)64 w ww.�CayylerliomeyCans.com z ~ ' w• 00 . (0 W _ U) w; w 0 . g Q D. d . _, z �... t- 0 z I ut 0 !Co a = - w f-. — O: i11 - z DEPARTMENTS: Building Division kP 3 -z Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -072 DATE: 3 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1843A SITE ADDRESS: 13400 42 " AVE S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ✓ Incomplete n Comments: TUES /THURS ROUTING: Please Route F Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 44-2000 Approved \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n Planning Division Permit Coordinator n DUE DATE:3- 7-2000 Not Applicable n Not Approved (attach comments) DATE: z ~ w UO 0 w � N WO Q , cn I- W Z N. Z ° w U� O 0 w Ir LO .. z W O � z i 31111111111111111111111111111111111111 - ' 4 ■fillr!!■!!! 1! Side Elevation DUJAR DI N PLAN #l843*Pt FOSTERVIEW ESTATES aD Kitchen Dinin 11'0'x10' 32' -0" Porch ppry 19''6 Family 15'4'x12' Foyer , Livin_g 12'0'x1! Lower Floor Plan Main Floor Plan UP 1 CITY OF TUKWILA BUILIDING DIVISION Ir r SEPARATE PERMIT REQUIRED FOR 0 MECHANICAL ❑ ELECTRICAL ❑ PLUMBING ❑ GAS PIPING l I SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 866 SF BASEMENT 154 SF TOTAL 1855 SF GARAGE 637 SF DECK / PATIO 117 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGE5 ARE NOT INCLUDED IN CALCULATIONS. M. Bdrm. 17'0'x13'7' REVISIONS Na CHANGES SHALL BE MA')E TO ` THE SCOPE OF WORK WITHOUT PR: - ` rROVAL OF TUKWILA BUILDING D:vIS >3 1 I IA ` 9S VALL F? R 1gAY A NEW AN SUS.: ,- 10 0.14E Ate;;; TIvt{K PLAN REVIEW FEET 0 ooPYRiuKT usommu MUb WORK SUPPLER ARCHITICTS P.1. DRAWING INDEX Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STAN DAR D DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE - a' pi; Clack 35 are .- ° _c5': - T -s. co r 1 ,3r,r rE fir ma -:s aCknawiedged Date Permit No Bdrm #3 10'7'x10'1' Bdrm. #2 13'11'x12'0' [c]: Frm t 10µ3k Upper Floor Plan X 2000-072 0 1 CITY OF TUW(WIUA APPROVED APR 0 4 2000 AS NO fin ? • 't!``G DTV/S1C 7 RECENED CITY OF TUKWILA MAR - 2 200+ PERMIT CENTER 4) z ti 00 CO L ? C �. ▪ ° - � cO '' x CO o ii_ . � �r o s� - co CV • W - V w LO CV Q Q. 1111E .y78 NO • 9908324 SHEET COVER SHEET 99083.24 M Kappler Architects, P.S. ';4; 11 SE 16th ;� r. Bellevue, Washington 98007 (425) 641 - 5320 * Fax (425) 641 - 5318 ST ANDARD CODE NOTES Date By • Descnptkxi \ ' , '` ` I ‘' ± , , '� Jo t'I!; ,,,,,,m, - THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION_1997 UBC. THIS DRAWING IS U COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF - DIE ARCHITECT . • ItItt ttt tit ifi S 41 eQ —, > ' FO 'emt,0A> ., is ilki fl2ad k D � o 4�a _aa � 1' ij f !titit lh 6 s 4,1 4 I t ! ! 1 1 Q; s a r J A :' :v \\MA.N 1ON\DWS \MATERS RRADwG RE \~1SON DATE: 08/12/99 12 3 z2 11! o ,, 142.9V t iN i Oil 44 r t 1_ a g I i Zi I 1 1 , ,g aJ . g 1 q) � i - 1 Tq a I a - .. -gt �b � s$` I4 g • 6 ' 2 I! ii 31 U 0 A s o 8 iU ..c01 ii P124 N9-141 ' Ir y [ IF V;:i i itiilli 4415 1 0W ii iiI a ii!W .4, IR it ij Qp ;W n141 g rr 111 3 : +fl as `� llil 1 1 I: 6 1; i iv!!! -14,116 110'; ellv V& a . Va 011q11 014 ii � 4 w al a 41: ;: U 11 1 • ' J t i j i Ali g 16g 1 e 1 1 al k 4 0 E ;IP; 4 ti 11 It! c i 1 _ 1_ nii li 1 41 1 t i 1 : A 1 IgIut 4 1 ti i l '; -1 I ( i iih I ;11 a a, tif i ti , --, Ill .., a 1- 1 4 1; - fll %in i 1%,!1! j 1, 9 F na� r N �� N n li igl ;I 1 41 a l 0 � Z a g iY a 0VOL , 711 r-p.r A w!.+ --0 i a R R 4$ s g 22 Q g si RUN' I as II li 1 It zg ig s 3 6 z '- "'T.? H 11W n ,ng. 11 Ift;ir I !Pi! 3 D 3 M 1 EN g958 ggii ; r I a I t I sP 3 Y W 1� �� l�� a � E » I 6 t !el At3i ss ggg� 444 tZ Z r � C -g 1dt p q uro =gam LH2 r slg l e 1 9-1 (14 tt s,k f f1 U! i a a k b a I: v :1; a e s a Ij i :114 14 ;dill P Li ;1 mit fq 4: J R i 1 I q �j ta � Il a a 3 If 11 . 1.! a 1 !ii I: ;I: x- I ! I; - 11 iiii Y 6 ;I fit a q A . s i �s - 1 0 411 _ 4 t l: I!!! a .t e vi 10-1 , 11 gw 616 I 0 1 !It I � g 11:44 11 444 6 11„2. udit take J[ J 1 isq4 P I! '1 R It J Ijt 1 g a ,� 6 1 )t ; ag f / [1 it >: U-; i 1111 'R t gg i b 1 4 6 a S fi 11 1 !I `9 1 a ." i ail g is 1 §g d = a a I I . 2 N l 1 r ' i r a it I I e I 3 Q I$ • ti • 1 19-6 1R' Q' -5 I/2' IS D1 1 D1 quo I A9 1 gao • FP -i) '( P -19 BN MIN Storage CONC. I1' -9 In. Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOB N0.: 9908323 le ■■ ■ IN/ — — — 111nri J SHEET A2 I ® P -12 ��1ii -1 1!! 16' -3' 1' -8' 5' -5 1!2' i 1 +• / ►*OLD ItXTERIOR et. • BELOW 1 12' JGI. WD COLUMNS OVER f — _ 118' ea ID DALE 36' NIGH ' T 1 1 I I DECK LIVE AE04 * I 1 r - _ 1 l� j. (FP -16) { P -16 ; — r Ff' -161 I 1 1 . 4 3/4' b' -9' 43/4 '- 19'-b V2' 12' -5 V2' _ f ' 32' -®' ■ quo I A9 1 gao roofszT41 PLAN #1843A FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCFITECT Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOB N0.: 9908323 SHEET A2 9908323 • t • CRAWL SPACE VENTS CRAW- SPACE AMA 0 SF 2. CRArL SPACE AREA / 1110 • r - SF OF v/s4T AREA REQUIRED 3 TYPICAL VENT SIZE • I•••15c15 Gros E!° :c .cY) • 3i EF PER VI NT NET FREE AREA 4. VENT AREA / ES • 0 VENTS REOLIRED e v@iTS S•OW• SEE PLAN FOR VOCATION) i C vEN*6 x 3e • 0 SF CO ANT AREA PROv1DED 1. ANTS SHALL DE COVERED W IT14 CORROSION REB+STANT ORE MESH IIJTH OPIERIG6 OF V4' 1'1Ax_ 6. HINTS ._OCATED IN RIM JO16T I"R*T DE PERP'tAmerrLY BAFFLED. WSEC SC: i4' R r 32' - ®' FOUNDATION /LOWER FLOOR PLAN SYMBOLS AND LEGEND Q FAN- DIRECT VENT TO OUTSIDE - 13AIHROOPISA- AINORY 50 CIPM P'1k - KITCHEN IaD 0 1'Tit -*MOLE HQJSE FAN WO GTF 1 PIK VTG6 WaOtf MOUeE E)bu4J.' FIN CONECTED A 24 HOUR TIMER -100 GPM MIN.. vTO © TWIEINIOSTAT • 50' ADO vE FLOOR ND■ 'J1'101 E DETECTOR PER UDC irw BATTERY 13A00JP NTERCOMECTED 24 HOUR !PER TO WHOLE HOUSE FAN PIECHANICAL *'LJ I LNG. AND ELECTRICAL SYSTEM FOR UNITS. PER Div. AN. SEE Si-$T A RAC. PROVIDE i' D.AWETER PAWN AMR WAKE 1411101 - ' OtJT610E TO RETJ64 IJIR PLE,4. 1 AT DACE WTH MOTORIZED FLAY DAI"1PEIS5 e - PgavIDE T4ERMAL E PANSION TANG AT ;CATER NEATER C. STRAP WATER NEATER TO FRAMING TOP AND eCTTOIM D. PRO VIDE PRESSURE RELIEF LIFE PLUPIDE'D TO OUTSIDE • 1 J FP -1 ) \ \ INV WM. 'SPECFIC FOUNDATION RAN TO OE NCLUDED WT• EACH LOT SPECF C PERMIT PACKAGE. SEE SITE PLAN FOR SITE SPECIFIC STAIR CONSTRUCTION 1 DETAILS. I GENERAL FRAMING NOTES I I FOUNDATION KEYNOTES ( FP -! ) (FP- :1 (FP -3j (FP-4 ( FP -5 ) (FP -6 ( ) ( FP -8 l R ! (FP - (FP -II (FP-1 ( FP -I fFp -14 ) (FP -18 ( FP -19 (FP -20 ( FP -21) FP -22 ) (FP -23 L SEE a/£R SHEET FOR AL.. Cie•ERA� NOTES AND RECLoRIV NTS 2. SEE TYPICAL MATERLA6 ..AST ON SECTION SHEET 3. SEE C0.19 FOR Ate_ NOTES AND 1EG NISEMENTS CONCERNNG 1 EONAN 1GAL PLUMBING. AND ELECTRICAL 4. TRUSS DEts1•i eY h1ANJF ' PLAN 6HO N IS FOR GENERAL LAYOUT ONLY SEE D v. b i0e S1$T A - TRUSS LOADING SEE ;,!v. O'Q+ee - A SHEET A -t - TRJSB SPAN PER F PLANE - TR )S8 *" PE PER R: O= FRAMING PLAN 5. ROOF FRAMING SPAC a"Ks 4' oz. UAI.O 6 ROOF PITC.4- Ex - ER;OR PER ELEVATION INTERIOR PER SECT ON T RAFTER TAIL 2.4 ✓ER,'FY a ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN S ALL .EADERS ARE 4.10 DF •1 ✓0.4,0 PRO ODE c • ' TRIMMER STUD JP TO 4' -0' SPAN AND (2) T'RM ER S^1.1,6 O 4 -0' ..NO 5EE D''/ 0610E S+•+EE' A - CONCRETE STEM ,/ALL 8' wIDE wirs4 MW4 15•x1' FOOTING. SEE DETAILS FOR 4DD‘TiCNAL INFORMATION SEE DI v 3 SHEET A - 1 CONCRETE STEM uJALL 6' W;DE WITH MIN. I2 x FOOTING SEE DETAILS FOR ADDITi01rAL MFOR1.IATIh. SEE D I v. O 3 SHEET A- I CONCRETE SLAB ON GRADE SHALL BE 4' Ti -IiGK STEEL TROWELED F!NISN WW 6.6 a$.4xw14 ul F ON 4' GRANULAR F'LL SLOPE 2' TO DOOR PROVIDE TI,ICKENED EDGE AT DOOR SEE DIv 3 SHEET A - 6.6 POST ON 0866 I' ABOVE SLAB ON 36•x36'x8' MAT FOOTNG ON SOLID SUBSTRATE WA 4 '4 BAR EACH MAT. SEE D'v 3 3++EET A - 1 C AUL SPACE ',/BST. 5EE CALCULATION BELOW. 5EEDv SHEETA-I - ALL CRIPPLE ' WALLS ARE 2x6 OR 3x4 • Ib' oc. UN.C. 14' MIN 4TU.i LENGTH PER UBC SEE Div 6 SHEET A -I 4,10 BEAM LINE M N. I' CLEARANCE FROM CONCRETE AT END OF *SEAMS SEE SHEET 4x4 PO RT 6 (SCAB POE -` T AND BEAM WITH 2x4) ON 90' FELT C• MAT FOOTING UN.O- PROVIDE 4x6 POST • BEAM SPLICE 1 POSITIvE CON- NECTION FROM POST TO FOOTING. PER DETAIL 16/0 I. SEE DIV. 6 SHEET A - I 6 MIL BLACK POLYETHYLENE GROUND COVER CSI GRADE. SEE DI v. 1 SHEET A -I ELECTRICAL SERVICE- PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND c I > 5 /8'xB' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. 16 AND VERIFY WI SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOOMS, HVAC, ETC. AS REQUIRED 18'x24' CRALLL SPACE ACCESS. INSULATE AND WEATHER STRIP SEE DIv. 0002.2 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST 24'x24'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2)'4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL Ib/DI 30'x30' )(1' MAT FOOTING ON SOLID SUBSTRATE W/ (2).4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL I6/D' 36'X36 MAT FOOTING ON SOLID SUBSTRATE W/(2)'4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc FLOOR JOIST SEE Div. 6 SHEET A - 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SHEET A -1 PRCvIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT .4S ABOVE AND BELOW SEE Div. 6 SHEET A -I MIN. 1' CLEARANCE FROM CONCRETE AT ETD OF BEAMS EXTEND PIER MIN IS' BELOW SIJRROLNDING GRADE 3' DIAMETER STEEL POST (FP -24) EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FRC*1 ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRAN5FERING DOIiN POINT LOAD TRANSFERNG DC�t4 APPROVED HANGER POINT LOAD TRANSFERED BTGi1 2000 AS sOnnD r",tt' G DM5ION HOLD DOWN WITH SIZE DESIGNATION VE=RTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION ;1 INDICATES BEAM CALCULATION WITH I INDEXED N•i - 1SER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r: WALL ABOVE anIIIERt WALL eELOW tiallL UNLESS OTHERWISE NOTED, ENGINEERING AND CALCU ARj NOT PROVIDED IN THESE DRAWNG15. • ,11 RECEIVED CITY OF TUKWILA MAR - 2 .Uvu. PERMIT CENTER M ZWZrlaT :d / l uo!ulx�eea f - ,_ , r, 1r 1 r - 11f 0 PITITTI I r f PLAN #1843A FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS I HE EXCLUSIVE PROPERTY OF THE ARCHITECT 1 , — 1 , , 1 1 ! ._,..:.__ _ i r-rR 1 _,________, _i_ s �� O 1 I Li _ 1 IA 2 . T It i___—"--L- A T ;r� r I S li _ H _________ ., _ - - �-� - IT- 'rr --l -1 x0.91 • ' Sr Id axe V.41•4130 0 114 /III I r- ... __J. _IN; - - - - -- - - -� 1 I - ; I i u �1 il 1 , . ... .......... i .,•11; il. ZWZrlaT :d / l uo!ulx�eea 71 wow i PLAN #1843A FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS I HE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TRLE JOB N0.: 9908323 SHEET IA 2 . • • I r� L r J USE 2.9 NJOSILL • REAR FND •4 wALL MAIN FLOOR FRAMING PLAN F -8 ALL FLOOR JOIST ARE: 11 1/8' TJ1 150's • 192 o.c. SEE DIv. 06100 I START 2•8 P.T. JSTS • 16' OC J w/ 5/4x DECCNCJ I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -2 F -3 f F -4 F -5 F -6 I F-1 I F -10 i F -9 F -II I. ea COvER SHEET FOR ALL GENERAL NOTES AND 2 SEE TY•K'A.. MATERALS LIST C• SECTION SWEET 3 SEE COARS•EE1 FOR ALL NOTES AND REO111 EATS OCNCEMING MECHANICAL PLUMBING AND ELECTRCAL 4 TRJS6 DESG.• dY mAiiJF T151U56 PLAN SHOWN IS FOR GENERAL LAYOUT ONL SEE D! J3 tCe SHUT A-1 • 7R2.*6 LOADING SEE DIv. 01000 SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TR256 TN PER ROOF PRAtiNG PLAN 15 ROOF FRAMI►vCa SAAC!NG, 24' oc UXO b ROOF P E)(TER•OR PER ELEVATION INTERIOR PER SECT ON 7 RAFTER TAIL 2.4 vERJP, rj ROOF TAIL AND RAKE OVERHANG PER ROOF PL AN g A _ _ FADERS ARE 4,10 DC '2 uN.O. PRO/DE ' I) TR1►"1<'SER STjc JP TO 4 - 0' SPAN AND 22 TRJMPIE'R STUDS Ov£R SEE /v. 06100 SHEET A -I !SACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR IavAC DUCTING. SEE DIvJS SWEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS, ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF $EOM 11ATH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EvEN W/ BOTTOf"1 OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING r- ERR INTO SEMI FOR ADEQUATE SUPPORT ATTIC SPACE YEN' SEE CALCULATION SEE Div. 01002 5I -IEET A -I F -8-n FLOOR JOIST - SEE SCHEDULE DWG. j SEE Div. 06100 SHEET A -I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div 06100 SHEET 4 -1 r�USH - BOTTOM OF BEAM EVEN W/ BOTTOM 1 OF JOISTS f TOP OF BEAM FLUSH W/ TOP OF JOIST AND SEAM F -12 ) EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR •VAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS f F -14 ) 2X6 OvERFRA711NG • 24' OC F -13 l F -15 ' 2X6 CEILING JOISTS • 24' CC SYMBOLS & LEGEND POINT LOAD FROM ABC ✓E POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOLLN O POINT LOAD TRANSFERMG DOWN WI LOADING HANGER Gin' Of %A mu POINT LOAD TRANSFERED err KAMM U APR `` 0 ��L` 4 2000 HOLD DOWN WITH SIZE DESIGNAT1CVED vERTICAL STRAP WITH SIZE TO BE USED ON FLOOR BELOW , °vTxx - HORIZONTAL STRAP WITH SIZE DESIGNATION ;1 INDICATES BEAM CALCULATION WITH l� INDEXED IJJMDER EXTENT OF SHEAR WALL -' TYPE OP SHEAR WALL T - T WALL. ABOVE t-t WALL BELOW NOTE, UNLESS OTHERWISE NOTED, ENGINEERING AND CALO,JL„ATIONS ARE NOT PROVIDED IN mere PRAWII.i6• —07 A•, MAR ., 2 2t0C. RECEIVED -- CITY OF TUKWILA • PERMIT CENTER GLAZING CALCULATION TOTAL SF OF HOME 1843 SF TOTAL SF OF GLAZING 22033 SF TOTALSOF GLAZING 11.8 S 6F. E CALC1uLATEC U61NI13 T; REGIHREt -ENTS SET IpORTH N T1e WAS•+NGTION STATE ENERGY T CODE REFER TO ADDITIONAL 00011ENTAT0y TO SUPPORT 1"E T «aODOLOGY OF COMPLIANCE SYMBOLS AND LEGEND ® FAN- DIRECT vENiT TO OUTSIDE -SATWROCIIIIVLANDRY So 0+1 MK 4rJTCNEN 100 CR'1 !SPIV -WOLF NOOSE FAN 100 CPI M!1 VTOS • tINOLE MAJSE E .iAUST FAN CONNECTED A 24 HOUR Tit•EER - 10e C7M r'I K vTO Q TI- ObTAT • SO' ABOVE FLOOR O MN SMOKE DETECTOR PER UE1C HRT► I BATTERY BACKUP 24 HOUR TIER TO 1440LE HOUSE FAN PECNA00c.1L PL.UPBNG AND ELECTR CAL SYSTEM FOR ,NITS, PER C ` v OM. SEE &MET AI RINK A PROADE i' DIAf'ETER FRES►d AIR !.TAKE F1Ri0m OUTSIDE TO RETURN AM PLE•7 AT RRNtACE WITN.MOTORIZED FLOW DAMPERB B. PIiO/1DE T EIIIMAL ExPANSION TAW. AT *ATER HEATER. C_ STRAP ti14TER '•E.ATER TO FRAMING TOP AND DC ^Ot D. FNioN DE PRESSURE RELIEF LINE PLUMEL TO OUTSIDE. J GENERAL PLAN NOTES t P P -2 P -3 ) P -5 (P -6 ( P -8 ( P -9 ) ( P -I0 ( P- II ) (P -12 (P -13, CP -14 ( P -15 CP -led ( P -11 ( P -20 (P -21) (P -22) ( P -23 P -24 ) I. O velt 5./MT FOR ALL GENERAL NOTES AND RE h 2. ENrElRr,' AND AIR QA'Lt''!' 6FoRmATION SEE Dtv SLEEK A 3 SEE BWLDNG ELEvATION FOR ;1/NDOW OPERA'OON SEE Dv a SHEET A - 4. SEE TYPICAL .IATETic ALS LIST ON SECTION SHEET S SEE COYER NEE' FOR ALL NOTES AND !REGL.RP-EwT9 CANCEIlltNNG MECHANICAL NG AND ELEC'R CAL I FLOOR PLAN KEY NOTES OCCuPANrCY SEPARATION AVDP.." ' I LAT ER S/S' "+'PE 'x' GJLD. TO ALL WALLS ANC CEILINGS OF GARAGE SIDE FROM FOtA1?ATION TO SHEATHING WRAP POST AND BEAMS AP°LY i LAYERS TO TRUSSES AND TJ FLOOR JO18 . SEE C'v 010023 SHEET A - t 343' MN SOLID CORE DOOR WITH SELF CLOSER- TO BE TIGHT' FITTING SEE DIV m10?23 SHEET A - STAIR ASSET - SLY NOTES: PER ul5C SECTION 003 A HEADROOI MIN_ 6' 8' WIDTH MIN_ 3 - 0'. • e. TREADS 10' W11Nt DE °TN, RISERS 8' MAx. HT. C HAN..RA ""N 34' TO MAX 38' A80VE TREAD NOSING. HANDRAIL 11!2' MN TO 2' MAx. CROSS SECTION DIMENSION ANC 1 1'2' MINI. CLEAR F1 WALL RETURN RA '.L ENDS D INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM ANC ADJACENT WALL(S) E. COVER USABLE SPACE UNDER STAIR U/ TYPE 'x' GWD.: LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED U3/ LESS THAN 4' HETUEEN BALU5TER5 SEE DIv. fai0021, SHEET A -I. 1 SAFETY GLAZING PER UEC, SECTION 2406 4 I A U.IINDOW6 WITHIN IS' OF FLOOR • B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS p. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 3' OF TOP OR BOTTOM OF STAIRS SEE DIV 08.300 54-IEET A -I EGRESS WINDOW PER UDC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND 5-1G i.ERS WITH NON ABSORBENT MATERIAL TO 10' ASOvE DRAN INLETS_ SEE DIV 09250 5i-EET A -1 12 > LAYERS OF FLOOR SHEATHING OVER FRAMING 8' MAX- RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER MC, SECTION 1006 SHEET A -I 18'.(24' CRAi L SPACE ACCESS. INSULATE AND LEATHER STRIP. SEE DIV. 00022 SHEET A -1 22'x30' ATTIC SPACE ACCESS w/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.; SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE IL14LL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS SHALL CO , FORM TO UBC REQUIREMENTS. SEE DIV 01002 8 SHEET A - I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002.8 SHEET A -I C. HEAR SHALL CONFORM TO UBC REQ. IREME .1T. SEE DIV. 0100213 ANDS SHEET A -I c. 5/8' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAY 3' DIAMETER STEEL POST 36' GUARDRAIL PER USG 509.2 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING9. '8' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 5 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS CITY OF TtimitA APPROVED APR 0 4 2000 2x6 STUDS W/ R -19 INSULATION MN. AS IYor[D SOFFIT AREA INTEGRATED MAKE UP AIR SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 154 SF TOTAL 1843 SF GARAGE . 637 SF DECK / PATIO . 192 SF SQUARE FOOTAGE IS MEASURED TO THE OUTBID! FACE OP WALLS. STAIRS ARE COUNTED ONCE N CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE . NOT INCLUDED IN CALCULATIONS. OD-07 M r • it ..- .. r RECEIVED tv OF TUKWILA MAR - 2 PERMIT CENTER • • 11 ?.1.ttic '.. • 1 ' 1 \ t41 uaI siva I • PLAN #1843A , • , ‘• - FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE' PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 14311 SE 16th ST. . Bellevue, Washingt0h 98007 . (425) * Fax (425) 641-5318 Tfl E JCE1 No.: 9608123 SHEET 9908323 GLAZING CALCULATION TOTAL SF OF HOME 1843 SF TOTAL SF OF GLAZING 22033 SF TOTALSOF GLAZING 11.8 S 6F. E CALC1uLATEC U61NI13 T; REGIHREt -ENTS SET IpORTH N T1e WAS•+NGTION STATE ENERGY T CODE REFER TO ADDITIONAL 00011ENTAT0y TO SUPPORT 1"E T «aODOLOGY OF COMPLIANCE SYMBOLS AND LEGEND ® FAN- DIRECT vENiT TO OUTSIDE -SATWROCIIIIVLANDRY So 0+1 MK 4rJTCNEN 100 CR'1 !SPIV -WOLF NOOSE FAN 100 CPI M!1 VTOS • tINOLE MAJSE E .iAUST FAN CONNECTED A 24 HOUR Tit•EER - 10e C7M r'I K vTO Q TI- ObTAT • SO' ABOVE FLOOR O MN SMOKE DETECTOR PER UE1C HRT► I BATTERY BACKUP 24 HOUR TIER TO 1440LE HOUSE FAN PECNA00c.1L PL.UPBNG AND ELECTR CAL SYSTEM FOR ,NITS, PER C ` v OM. SEE &MET AI RINK A PROADE i' DIAf'ETER FRES►d AIR !.TAKE F1Ri0m OUTSIDE TO RETURN AM PLE•7 AT RRNtACE WITN.MOTORIZED FLOW DAMPERB B. PIiO/1DE T EIIIMAL ExPANSION TAW. AT *ATER HEATER. C_ STRAP ti14TER '•E.ATER TO FRAMING TOP AND DC ^Ot D. FNioN DE PRESSURE RELIEF LINE PLUMEL TO OUTSIDE. J GENERAL PLAN NOTES t P P -2 P -3 ) P -5 (P -6 ( P -8 ( P -9 ) ( P -I0 ( P- II ) (P -12 (P -13, CP -14 ( P -15 CP -led ( P -11 ( P -20 (P -21) (P -22) ( P -23 P -24 ) I. O velt 5./MT FOR ALL GENERAL NOTES AND RE h 2. ENrElRr,' AND AIR QA'Lt''!' 6FoRmATION SEE Dtv SLEEK A 3 SEE BWLDNG ELEvATION FOR ;1/NDOW OPERA'OON SEE Dv a SHEET A - 4. SEE TYPICAL .IATETic ALS LIST ON SECTION SHEET S SEE COYER NEE' FOR ALL NOTES AND !REGL.RP-EwT9 CANCEIlltNNG MECHANICAL NG AND ELEC'R CAL I FLOOR PLAN KEY NOTES OCCuPANrCY SEPARATION AVDP.." ' I LAT ER S/S' "+'PE 'x' GJLD. TO ALL WALLS ANC CEILINGS OF GARAGE SIDE FROM FOtA1?ATION TO SHEATHING WRAP POST AND BEAMS AP°LY i LAYERS TO TRUSSES AND TJ FLOOR JO18 . SEE C'v 010023 SHEET A - t 343' MN SOLID CORE DOOR WITH SELF CLOSER- TO BE TIGHT' FITTING SEE DIV m10?23 SHEET A - STAIR ASSET - SLY NOTES: PER ul5C SECTION 003 A HEADROOI MIN_ 6' 8' WIDTH MIN_ 3 - 0'. • e. TREADS 10' W11Nt DE °TN, RISERS 8' MAx. HT. C HAN..RA ""N 34' TO MAX 38' A80VE TREAD NOSING. HANDRAIL 11!2' MN TO 2' MAx. CROSS SECTION DIMENSION ANC 1 1'2' MINI. CLEAR F1 WALL RETURN RA '.L ENDS D INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM ANC ADJACENT WALL(S) E. COVER USABLE SPACE UNDER STAIR U/ TYPE 'x' GWD.: LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED U3/ LESS THAN 4' HETUEEN BALU5TER5 SEE DIv. fai0021, SHEET A -I. 1 SAFETY GLAZING PER UEC, SECTION 2406 4 I A U.IINDOW6 WITHIN IS' OF FLOOR • B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS p. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 3' OF TOP OR BOTTOM OF STAIRS SEE DIV 08.300 54-IEET A -I EGRESS WINDOW PER UDC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND 5-1G i.ERS WITH NON ABSORBENT MATERIAL TO 10' ASOvE DRAN INLETS_ SEE DIV 09250 5i-EET A -1 12 > LAYERS OF FLOOR SHEATHING OVER FRAMING 8' MAX- RISER WITH 10' MIN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER MC, SECTION 1006 SHEET A -I 18'.(24' CRAi L SPACE ACCESS. INSULATE AND LEATHER STRIP. SEE DIV. 00022 SHEET A -1 22'x30' ATTIC SPACE ACCESS w/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.; SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE IL14LL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS SHALL CO , FORM TO UBC REQUIREMENTS. SEE DIV 01002 8 SHEET A - I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 01002.8 SHEET A -I C. HEAR SHALL CONFORM TO UBC REQ. IREME .1T. SEE DIV. 0100213 ANDS SHEET A -I c. 5/8' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAY 3' DIAMETER STEEL POST 36' GUARDRAIL PER USG 509.2 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING9. '8' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. 5 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS CITY OF TtimitA APPROVED APR 0 4 2000 2x6 STUDS W/ R -19 INSULATION MN. AS IYor[D SOFFIT AREA INTEGRATED MAKE UP AIR SQUARE FOOTAGE MAIN FLOOR 835 SF UPPER FLOOR 854 SF BASEMENT 154 SF TOTAL 1843 SF GARAGE . 637 SF DECK / PATIO . 192 SF SQUARE FOOTAGE IS MEASURED TO THE OUTBID! FACE OP WALLS. STAIRS ARE COUNTED ONCE N CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE . NOT INCLUDED IN CALCULATIONS. OD-07 M r • it ..- .. r RECEIVED tv OF TUKWILA MAR - 2 PERMIT CENTER • • h iIr. t't: • b ( ;! i.) `71. , t !At. 4 t :1 0 'I I ' =ors tt , SYMBOLS AND LEGEND 32' -0' (L`I FAN - DIRECT VENT TO OUT6(DE -E10'1000 50 air MK -KITCHEN ie0 CSM M?v -UNCLE +101.SE FAN t+00 OW! mit VTOb 411140 I4CXXE EXIAAUST FAN CONNECT A 24 ►1018 TIMER -- 100 C RI O C•i TiER:"IO6TAT • 5C' ADC`yE FLOOR 110, SI1OKE DETECTOR PER UDC WTN BATTERY DACXQLe. NTERCONNECTED 24 HOUR 'P'IER 'O ;MOLE •+OUSE FAN IEO•M►YCAL. 1 °ILM'11514G. AND ELECTRY_.. 5Y6TET1 PO[ JOTS PER Div- 6)6 SEE SHEET As A PROADE 6' C:Ar'ETER F#ES►+ Atli INTAKE FgpPt OUTSIDE TO RETURN ANR PLEN. 1 AT gUIRNAcE Ur14 "'IOTOstrED FLOW DAMPERS D. PRIDvv€ THEN EXPAN6604 TANK AT WATER HEATER C. STRAP WATER HEATER 'O FRAr'1R• G TOP AND BC - '01 . 1 D PRCvIDE PRESSURE REL EF L NE es J" IDED TO OUTSIDE K I J K i UPPER FLOOR PLAN ( l [ GENERAL PLAN NOTES I [ P-1 ) P -2 J P -3 P -5 (P -6 ) P -1 ( P -8 ) ( P -9 [ P -10) ( P -11 ) [ P -12 ( P -13 ) [ P -14 f P -I5 J ( P -I6 P -!1 , (P -22 ) ( P -23 I P -24 L >> E COVER SHEE' ROR ALL GENERAL NOTES AND REO IqIIE'1ENTS 2. ENERGY AND AIR Q,IAILIT`r RPOI@'+ATICN SEE Dtv I'1 SHEET A -I 3. SEE 1544 Ea.EVATiO• FOR WINOOW OPERATION SEE DIv 8 '.SHEET A -1 4. SEE TYPICAL MATERIALS Li5T ON SECTION S.EET 5 SEE COVER SHEET FOR ALL NOTES AND IEQUtRE1"ENTS CONGESRNNG MEC++AWICAL PLLPISNG AND ELECTRICAL I FLOOR PLAN KEY NOTES OCCLPANCY SEPARAT.OPI: .APPLY (1) LAYER 5/S' TYPE 'x' G1WB. TO ALL W.4‘....5 ANp CEILINGS OF !sARAGE SIDE PROM FOUNDATION TO SHEATHIIR[,. WRAP POST AND SEAI'15. APPLY (2 LAVERS TO Toarsees AND 'T.)! FLOOR JOIST SEE DIv 010023 SWEET A -I 3/8' MN_ SOLID CORE DOOR WITH SELF CLOSER TO EE TIGHT FITTIt SEE Div 030023 5+-EE" A -I STAIR ASSE1 MOTES_ PER JBC SECTION ;003 A. HEADROOM ^'II•L 6 -8' WIDTH MIN 3'-0'. B. TREADS i0' mI . DEPTH, RISERS 8' MAX HT. C. 1- IANDRAIL i ' Ai 34' TC MAx 38' ABOVE TREAD NOSING. HANDRAIL 1 1'2' MR TO 2' MAX CROSS SECTION DIMENSION AND 1 1/1' MN. CLEAR FRO-" RETURN RAIL ENDS. D. HN5TALL FIRE BLOCKING AT STINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. CCvER ,}SABLE SPACE UNDER STAIR w 5!8' TYPE 'x' G1115. ; 2 ' LAYERS • CEILING AREAS, F. NTER1"EDIATE BALUSTERS SHAL- BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 01002 A. SHEET SAFETY GLAZING PER ueC SECTION 2406 A WRNDO11I6 WITHIN 18' OF FLOOR S. (WINDOWS WITHN A 24' ARC OF DOORS C. WINDOWS AT TUB* AND SH.1p1ERS D. GLAZING IN DOORS E. WITHIN STAIRUELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -1 EGRESS WINDOW PER USG, SECTION 310.4 SEE DIv. 00600 SHEET A -I 1GNITE1+3 FOR GAS FIRED APPLIANCES RR GARAGE TO DE 18' MIN, AISOvE TOP OF 51.4.13. SEE DIV. S SHEET A -! COVER WALLS ADJACENT TO TUBS AND SI- 1OtLERS WITH NON - ABSORBENT MATERIAL TO 10' ASOvE DRAIN INLETS. SEE DIV. 09250 SET A -I (2. LAYERS OF FLOOR 51-EATHNG OVER FRAMING S MAX. RISER WITH 10' MIN. RIN IF MORE THAN (3) RISERS HANDRAIL REQUIRED PER UBC. SECTION 1006 SHEET A -I 18'x24' CRAIII SPACE ACCESS. INSULATE AND IWEATHER STRIP. SEE DIV. 01002 SHEET A -1 22'x30' ATTIC SPACE ACCESS (1i 30' NERD CLEARANCE. INSULATE AND WEATHER STRIP SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ADOvE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A - B. ZERC CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE DIv. 01002.8 SHEET A -1 C. HEARTH SHALL CONFORM TO USG REQJIREMENT. SEE Div. 010028 AND 9 SHEET A -I r). 5/8' TYPE 'X' GLUE. ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT CF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL I' CLEARANCE ALL SIDES PER UDC SEE DIV. 5 SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MN. CITY OF TU$MLA Ai- TROVE() � 1+' 11 4 2000 . * tE0 D---D • • CITY OP TUKWILA .MAR 2UUt1 wIIT OETEF • ROOF VENT CALCULATION BASED ON 3 2-1/2' HOLES P9 1 VENT 'LOCK _ !s<'OCF VENT CALL$ BASED ON UBC SECTION 5053 TOTAL ROOF AREA 854 SF/300 .2.85 SF OF vE11T AREA REQ 50 % AT EASE • 142 SF REQUIRED 50 % • 36' (MIN) ABOVE EAVE • 142 SF REQUIRED 5 ROOF JACKS AT 50 50 IN. EACN•250D SQ IN.• 174 SF 1 48 LF. OF EAvE VENTS AT 52 SQ. RNA.F• 246.8 SQ. IN.•L73 SF 1 GABLE END VENTS AT x • 24 SQ IN.. •17 SF _ GABLE END VENTS AT x SQ M..0 SF 2 GABLE END vENTS AT 24 DIA. • 58 SQ IN.•81 SF TOTAL .VENTS PROVIDED ROOF JACKS . 17_ SF EAVE VENTS . 173 8F . GABLE END VENTS • ill SF _ TOTAL SF OF VENTS PROv1D£D • 444 SF . AREA MAY BE 11304D IF A vAPOR RETARDER IS INSTALLED ON TI4E WARM SIDE OF THE ATTIC INSULATION. UBC 150532 . EFFECTIvE VENT AREA BASED ON A 30% REDUCTION DUE TO 1/4' MESH 9 N IOC • • r W 4 • D2, UPPER ROOF FRAMING PLAN LL : J 1 a 1 FRAMING PLAN KEYNOTES 1 GENERAL FRAMING NOTES I L F F -2 F -3 F -5 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE F - J FACE OF WALL F -6 i F -1 F -8 F -9 F -11 F -12 TOP OF BEAM 5' BELOW TOP OF JOIST TO F-13 t J ALLOW FOR HvAG OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS F -14 F-!5 1. SEE COVER SKEET FOR ALL GEIER4L NOTES AND REQUIREMENTS 2. SEE TYPICAL "A LIST ON SECTION SIFT 3. SEE COvERS•EET FOR AL._ NOTES AND FIEQrIREMENTS C01dCERNNG 1 •EC••4NK.AL PLtr1D4,* A1CC ELECTRfCAL 4 TRUSS DES•G1 BY MAN., TINS PLAN B•'+Oi.N IS FOR GENERAL _ATOUT 4 Y SEE D. v. 6100 SHEET A -I - TIIwSS LOAD 3•G SEE Di,/ 0i0001.4 ST A TRiJ56 SPAN PER F. QOR P_A46 - T%156 TYPE PER ROOF FRAMING PLAN 5 ROOF FRAMING. SPAG NG : 4' a c. JND 6 ROOF PITCH- EXTERIOR PER ELEvATION NNTERSOR PER SECT::'ON. '1 RAFTER TAIL 2x4 ✓ERIE S ROOF TAIL AND RAGE OvEl•1ANG BOER ROOF PLAN g. ALL ■•EADERS ARE 440 OF 1 7 UNO- PRO✓1DE ' • STUD JP TO 4 - SPAN AND (2J TR11•1 ER °T CS OvER 4' - 'JNO. SEE Div. 0•100 SIr_ET A- BACK FRAr •'per AND SIT AREA AS RE'QPREG TO ALLOW FOR +-+VAC DUCTING. SEE D'' ✓ SHEET A -I RAGED PONY WALL ON TOP OF LOVER ROOF FRAMING SuPPOR' N • UPPER ROOF FRAMING MEMBERS ALIGN EDGE OF JOIST WITH FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W! BOTTOM OF JOIST ANC TOP OF BEAM EXTENDS UP 4EOvE JOISTS TOP OF BEAM i5 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT AD. ACENT FRAMIT MEMBERS 'NTO BEAM FOR ADEQIL4TE SUPPORT ATTIC SPACE vENT SEE CALCULATION SEE Div. 01002 SKEET A -1 FLOOR JOIST - SEE 5CI4EDULE DWG. SEE Div. 06100 SHEE A -I 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 ExTEND5 DOWN BELOW JOISTS 2X6 OVERFRAMING • 24' OC 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFERNG DOWN POINT LOAD TRANSFERNG DOI44 /0P +, APPROVED r HANGER POINT LOAD TRANSFERED BY kiiikitRit 2000 P AS h(IIEU rwrstoN HOLD DOWN WITH SIZE DEE IGNATION v TO VERTICAL STRAP BE USED ON F BELOW 91GNAtION STxx -' - — HORIZONTAL STRAP WITH SIZE DESIGNATION n a"tBER • INDEXED INDICATES BEAM CALCULATION WITH EXTENT OF SHEAR WALL TYPE OF SHEAR WALL WAIL ABOVE WALL BELOW t UNLESS OTHERUJI6E NOTED, ENGINEERpNG AND CALCULATIONS ARE HQ? PROVIDED IN NOES QRAWINCA 20006 y RECENE6 - CITY OF TUKWILA n'1 �� � . . a PERM,,'CENlE • M • a • Fit y'. • SIDE ELEVATION I • 24' DIA. GABLE END VENT TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV BUILDING PAPER: (DIV. 7) SHEATHINO: (DIV. ) FRAMING (DIV. 6) IN (TIION: (DIV. 7) .. OWB: (DIV. 9) . EXTERIOR WALL CONSTRUCTION SIDING MATERIAL DIV. 7) BUILDING WRAP. (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) OWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: DIV.9) SUBFLOOL IV. •) INFRAMING: LATIO ((DIV. 7) SOFFIT: (DIV. 7) TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: SHINGLES (DIV. 010003) 900 BUILDING PAPER 71W OSB OR EQUAL PER PLAN R -30 BLOWN.N 1/2' RE -SAWN PLYWOOD sir ow' WOOD SIDING IV. 01005) ' 1131 BUILDING PAPER 711 061 OR EQUAL 2 x 4 STUDS AT 'OC R43 BATT W/ INTEGRAL VAPOR BARRIER 1/2' OWE 'FINISH PER PLANS (DIV. 01005) 3/4' TKO (PLYWD, COMPLY, OR EQ.) PER PLANS R-19 BATT VY RE-SAWN PLYWOOD EAD: 2x4 AMB: 2x4 ILL: 2x6 INSIDE 2x2 OUTSIDE: 2x4,2x3 2x5 UNO tI%IINl11�N � � � 1�l�i�liu1�I - •-� -- "1�111 in�t>�1 I e � 1111l 11 N11 Illi »I�1 1 1(1t C 111111111 1111111 : l IL0m11#I111� n alga s, s uIuI IIIIIlmuliailii! � �� I g j jr #�l1�Ii11111��tt � , 11111111111111/N 11 u11111i1111111 1111 l�111 8 l/�IIr11a1111 m 1! �� XI la VI II roam img I WE II ;I _- ■ 1 ■:■ ■111 _ !�■ ■ ■ ■/1 t .1111=111111 !e � ■,■■..■■■.■.■■..■.. usma f� tstt.�atrts.rrs'tstts■ • s • !!s Is ti sssssssassrrlu0 ■0 ■0 ■■ ' .... d fib .__ �i��iri�ir�i - ' bG.Y■ NssuUUUII milmee %ta% ` �= Ems monminummom I1X. FLOOR 2,4 Mt' N 1171 11 Foyer /D BEYOND/ Hall FLOOR JOISTS PER PLAN FLOOR JOISTS PER PLAN Garage Bath Kitchen ( BEY ON D ) W.I.C. L_ BUILDING SECTION A•A FRONT ELEVATION D2 TOP OF PLATE I-4T TOP OF PLATE WIN I SGT MAIN FLOOR TOP OF PLATE 9 qr 0 CITY OF TUKWII,A APPROVED APR 0 4 1000 AS NOIED BUILDING DIVIITOIN1 4 i V) fl • �Mt ?p'L tdy' 11701:, 1 I uo4 duosea 2'-8' r B' y I' -0 i NOTE THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT, COORDINATE BUBBLES ON PLANS THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 :JeN o.TT: . SHEET Di > TOP OF ER's C OPITR lJOUJ6 F.T. APA LATERAL RESTRAINT PANEL 3/rwT -Or 2 -4' 8' 8. FOU DATION DE 3/4 -or MIL BJASEt194 SLAB MUST BE N PLACE PRIOR TO BA KFLLI9Ci. NO INSULATION BET1EEN BA6eer SLAB AM STEM WALL 1111 =_4 IL ;,1111- Ii'lll= .IIEIiI bell: • • BAILS To MATCH REFECR ICNb PER PLANS LSE OF EXCAVATION FOU 3/4 TCP Gf SLAB k4 . 2x t AIL 2Dc4 TOP *LATE &MASS Clot NDR 8- WIG PLAN FOR ATV AAL INEATHING TO &CR a Se 1AALA • 3' OL • MR SALL LO C. W40 ON SWR GALL ACME 3-1.4 11141M-1611L $EAfl•6 tr Ss AMU • Y O . To EACH STUD 1010 CA SIR RILL 130MC NM. SO ALS•3' 0 04 Web. I STUDS 1ND ON SIR MALL 'COED 2 -2x4 AT AMJY esEATHING JOIN OJ'JD- SNEATH4613 Sna+4 Sm., TIE ANCHOR /NAIL TO wasp Foot DBO LP AFTER COEIGIRETE CMS) 1!E 311.16dx2 WI NAILS EAGti•f tlFlO. 2- 2X4 PLATES. FOAL WW1 TC EA PLATE (2) SW • AB W Mfi T B'I'JECTIENt LAND. CN SIR 11411 SUED l4 Aa W 2?a'X33I6' S.Q STEEL PLATE U&A6I • 4'41 OL, (DN. 3 SW A-U EXCEPT AI3 I40TED ON SEAWALL SGHEDU.E T Mk &WED. (2) 4 BAR • TOP 4 Mr (DN. 3 SHAT A -I) 4 ART. J-0.* • b' oc (DIY. 3 SEET 6-11 HORZ BAR • ID' oc I . OVERLAP (Mt) (DN. 3 STET A -U 'F+ BAR • IY oc L 42'-6' (DIV. 3 &T A -.) TIGNTLUE 4' PLC. FTC. DRAIN WALTER N 24' vF1 (DIV. 2 SI$T AI) (4) 4 BAR COOT. (DIV 3 SHEET A - SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROO< o vAPOR B.NRRIOR WNW' AB. IY 2 )O'X3/Ib' SOL STEM]- PLATE UkLSAERS • 4' aC. (DIV. 3 eI. T A -O EXCEPT AB NOTED 014 6NEAR64LL 6AEDILE 1' MN PILED. 4Z- D.AR6 •24' 3' [ -16. 4 YLRT. DAR • NY oc (DN. 3 SHEET A - I) 44 HOW BAR • Mr oc - (DN. 3 SW A -U DB4D OUT NTO SLAB ISVERT. JAM •b' (DIV _ 3 SHEET A - '4 NOM BAR • RID' oc 1' -6' OVERLAP (MN) (DIV. 3 SWEET A - 4 BAR •12' - (DIV. 3 SHEET A -I) TIGHTLNE 17000.06100 -1E H-- 4' PETE. FIG DRAM tIY(-ILTER N 24. SW A 13E,, SHW (DN. 2 64-I) (4) 4 DAR CONT. (DN. 3 64E,T A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' RUCK ON?R VAPOR BARRER 7 08900. 00000.23 CRIPPLE WALL 0 FOUNDATION 3/4'WT -0r _TJ1 CRIPPLE WALL o FOUNDATION CANTILEVER FRMIG AT FOUNDATION 3/454•0 08100.09300-02_1.0 TYP. FLOOR FRAME PER FLAW (DIV. 6 SHEET A-I) • BLCOKNG OVER BEAM BEMIrest PLAN SCAB wanes IV NAILER EA SIDE Al SEAM SPLICES USE 2214 SCAB EAC4I WOE POST PER PLAN OVER NERANITRAL =NT. POOTTIE PE! PLAN MAT FOIOTI° PER PLAN - '(2) CONY. • BAR ASS SWEET TO MOTTO FCTt MFIITTA COIMIECTRO t Pee JURIKNGnoNAL !ITS. TVI• ;Loop PWIT PLAN FO R RA1 73•4 �T � flal OWEN IAr • Port SCOW LOCATE • 1 F`OQ JOIW • CRIPPLE HALL SEE FC4612A11014 DETAL(6) TT1' ROCK MAIM 11 G PM PLAN (DIV b SHEET A-I) 1TP D(TBRIOR 11601 CONSTRUCTION PER PLAN (DN. b SW A -I) RA/ BOARD CRIPPLE WALL (DIV. 6 SET A -) SEE FOUNDATION DETAIUS) TYP. D(TERSCR WILL CONSTRICTION PER PLAN (DIV It SHEET A-I) TYP FLOOR FRAPING PER PLAN (Div. 6 SHEET A-I) SOLD DLOCKNG OVER SUPPORTS MtiCt4 MISER WI BOARD 06W-O3300.OT_Td / °t3 r CONT. SOFFIT ANT Id' MAIN PLYILOOD • SOFFIT TREATED MID SILL SEE FOUDATION DETAILS POST /FOOTING CONNECTION 3/4 0* .. 0010 -013800-1Q.,.T4 '411 1 - JU {Joo 3/4 FOUNDATION DETAIL 3/4• t-O' ON soo b� f lAA IA\N I me r =� - Hula =uuu= :UN I HUI . �1=� • S 1 1- FOUNDATION DETAIL 3/4' =f-0' FURRING DETAIL 3/4 -Or 4 SLAB o STEM WALL TYP EXR!!l I= NALL C.pRiRCITON Per PLANS (DIV 6 M!!• A-u. r cvlc C ABR .' RL?L7C Gyve WPM BARRIER R -b READ NALATEN ZOO TREATED PLATE ONSET 314• SEE Fah4DATION DETAL.6 TYPICAL EXTERIOR W44_L CONSTRUCTION PBe PLAN (Div. 6 SHEET A - I) r AR SPACE BULDFE PAPER HOOKED END M ASOirY vBFER 1E TO fR/P1N6 EV 2 Q. FT (DIV 4 it AA) MASONRY AMER CANT. FLAB -116 UNLLEP HOLES • 4' -O' OZ. TREATED KID SILL (DIV. 6 SHEET A - I) SEE FONDATION DETAILS 03300-0000C1-18 6' Mk YERFY a/ GRADE CONTOURS NOTE: no OPTION CAN NOT BE USED AT SEAR WILLS. 04200-08100.02..J.11 TYP EXTERIOR WAIL C.O46TfdICT PER PLAN (DIV b SHEET A -I) 4' Co_ NC SLAB OVER 4' GRAVEL DAD (Div. 3 WEFT A -U TREATED MUD SILL (DIV 6 SHEET A -U SEE FOWCATION DETAILS * U- 08800 -2LTJ FOUNDATION /FRAMING CONNECTION 3/4•=1 -O EXT. DOOR THRESHOLD DETAIL 3/4'4-0r _TJI HANCEELQPDSIN ) �. EXT DOOR AND PRAM (Div. 6 SW A -I) DOOR TIREb40LD FLANS.* A6 REOV (DIV T SWEET A-I) FERVESTRAL FLASHIIE 4 C c SLAB OVER 4' GRAVEL BED (Div 4 Si-$T 4 -1) 2x12 TREATED TRESH4OLD TRY RI!I1 JOIST TREATED MUD SILL (DIv. 6 SHEET A -U 4 ART. RE-BAR FROM STEM WALL STLet3ED INTO SLAB TYP FLOOR FRAME PER PLAN. (DIV. 6 SHEET A -I) &FILL WIDTH TREATED 1W SILL HANGER PERM G T. FLOOR FRAMNG PER PLAN (Div. 6 SHEET A - I) D(T DOOR A C FRAME (DIv. S SHEET A -I) DOOR II-RESOLD FLAS$ll AS REOD. (Div 1 SHEET A - I) NERvESTRAL FLASHNG 4' CONC. SLAB OvBR 4' GRAVEL BED (DIV 4 51EET A -I) TREATED htip SL (DM. 6 SHEET A -I) I' AIRSPACE TYP. 4 VERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEM! PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4 _TJI TYP. ROOK FRAME PER PLAN (DIV. 6 SHEET A -I) TYP ENTE#IIOR WALL CONSTRICTION PER PLAN (DIV. 6 SIEE1 A -I) 'TREATED MUD SELL SEE FOUVATFGN DETAILS POST AND DEAN PER PLAN FRAMING /FOUNDATION CONNECTION 3/4•wT •O" 00110.08300"O8._TJ1 1 08300-08100433 v 3 /4'=i - PER PLAN . PER PLAT( FOUNDATION DETAIL 314•=f-0r FOUNDATION DETAIL 3/4•=T -Or FRAMING PARALLEL TO STEM WALL 2'-6' FRAMING PERPENDICULAR TO STEM WALL I -I/2' ,�, Mt'I • t?••..& AB 16 2'x2 XSIR' Sa. WEL. PLATE *bBeb • 4' -D' CL (Dli 3 Ste' A-) £)S2eP A6 47ED CIP4 60*3M[ T 1k EPIIS 4 6101r: BAR D 04 '-6' CORER ONFRLAf Div 3 SHEET A -! 4 .4E4' DAR SAME AS STUB STEEL SPACNCi (Div 3 SIEf A-I) TIGNTLI E DArP'FIR?OFNG 'Dv ' S.EE' A-U 4 STUB S'Eft. FM • 11P' Oz. (D(v. 3 S,A$' A -U 4' FETE FT>G, DRAM WALTER h 24' GRAv13 DEL Dry 2 SW A -I) SOL+C SUBSTRATE (2).4 DAR CON'. (Div. 3 SHEET A-U 1/2'•xID' AB UV 2707(3116' Sft STEEL PLATE uA.SHER3 • 4'-C OC. (DIV 3 SHEET A -)) E XOEPT AS NOTED ON 6.EAR4ALL SCHEDULE 1 MIN. EYBED. (2)4 BAR •TOP 4 vERT. DAR • I2' cc (DIV 3 SHEET A -v 4 v19tT. J -DAR • O' cc (ON. 3 SHEET A- I) • I40412. BAR • Ip' oc OVERLAP PAIN) (Div. 3 SHEET A -I) 4 BAR • IT oc L.2' -6' (DIv. 3 SHEET A -I) TIGH4TLIE CANTILEVERED RETAINING WALL 4' PEW. FTC& DRAIN WOPLTE R N 24' GRAVEL BED (Div 2 SHEET A - I) (4) V DAR COAT (Div. 3 SHEET A -v GOLID- S&Pr6TRATE IR'tx10' AB. W) 270')3l16' SO. STEEL PLATE WASHERS • 4' -0' O.G (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON &EARW I.L SCHEDULE T MM EPCED. M Z -BARS • 24' oc 31 BETE OUT MO SLAB 4 vE-R'T BAR • ID' oc (DA/ 3 ST A -U 4 HiORZ. BAR •IV (DN. 3 SHEET A -I) 3 VERY- J-BAR • S oc (DN. 3 SHEET A -1) • WOK. BAR • lo' oc I'-6' OVERLAP (MN) (Div. 3 SHEET A -I) 4 BAR • 12' oc L•2' -i• (Dry. 3 SHEET A -U TENT (4)1/4 BAR CONT. (Div. 3 SHEET A -I) 03800. 00000 -22 . 1 SOLID SUBSTRATE 4' PEKE FT'G. DRAIN WfILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -I) 03300- 00000 -28 1 TYP EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. i SHEET A -I) LOCATE SHEATHNG JOINT • COM10N MEMBER RIM BOARD TYP FLOOR FRAME PER PLAN (DIV i SHEET A -U CITY Of TUKWIU TREATED M X SILL APPROVED SEE FOIIDATION DiA' t L I 2000 TREATED MUD SILL SEE FaNDATION DETAIL(6) TYP. FLOOR FRAME PER PLAN (DN 6 STET A -1) AS NO TED TTP. EXTereae W ALL c aye ICT'l l PER PLAN (Div. 6 SHEET A -I) LOCATE SHEATHIPG JONT • Cd110N nerves SOLID DLOCKPO • RIM JOIST • EXT. WALL PONY LOAD BEARING PER PLAN FRAMING /FOUNDATION DETAIL. 3/4-1 I - 0e104'03300.OLTA OrZ-672 1 RECEIVED CITY OF TUKWILA MAR - 2 PERMIT CENTER 1 2'-8' r B' y I' -0 > TOP OF ER's C OPITR lJOUJ6 F.T. APA LATERAL RESTRAINT PANEL 3/rwT -Or 2 -4' 8' 8. FOU DATION DE 3/4 -or MIL BJASEt194 SLAB MUST BE N PLACE PRIOR TO BA KFLLI9Ci. NO INSULATION BET1EEN BA6eer SLAB AM STEM WALL 1111 =_4 IL ;,1111- Ii'lll= .IIEIiI bell: • • BAILS To MATCH REFECR ICNb PER PLANS LSE OF EXCAVATION FOU 3/4 TCP Gf SLAB k4 . 2x t AIL 2Dc4 TOP *LATE &MASS Clot NDR 8- WIG PLAN FOR ATV AAL INEATHING TO &CR a Se 1AALA • 3' OL • MR SALL LO C. W40 ON SWR GALL ACME 3-1.4 11141M-1611L $EAfl•6 tr Ss AMU • Y O . To EACH STUD 1010 CA SIR RILL 130MC NM. SO ALS•3' 0 04 Web. I STUDS 1ND ON SIR MALL 'COED 2 -2x4 AT AMJY esEATHING JOIN OJ'JD- SNEATH4613 Sna+4 Sm., TIE ANCHOR /NAIL TO wasp Foot DBO LP AFTER COEIGIRETE CMS) 1!E 311.16dx2 WI NAILS EAGti•f tlFlO. 2- 2X4 PLATES. FOAL WW1 TC EA PLATE (2) SW • AB W Mfi T B'I'JECTIENt LAND. CN SIR 11411 SUED l4 Aa W 2?a'X33I6' S.Q STEEL PLATE U&A6I • 4'41 OL, (DN. 3 SW A-U EXCEPT AI3 I40TED ON SEAWALL SGHEDU.E T Mk &WED. (2) 4 BAR • TOP 4 Mr (DN. 3 SHAT A -I) 4 ART. J-0.* • b' oc (DIY. 3 SEET 6-11 HORZ BAR • ID' oc I . OVERLAP (Mt) (DN. 3 STET A -U 'F+ BAR • IY oc L 42'-6' (DIV. 3 &T A -.) TIGNTLUE 4' PLC. FTC. DRAIN WALTER N 24' vF1 (DIV. 2 SI$T AI) (4) 4 BAR COOT. (DIV 3 SHEET A - SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROO< o vAPOR B.NRRIOR WNW' AB. IY 2 )O'X3/Ib' SOL STEM]- PLATE UkLSAERS • 4' aC. (DIV. 3 eI. T A -O EXCEPT AB NOTED 014 6NEAR64LL 6AEDILE 1' MN PILED. 4Z- D.AR6 •24' 3' [ -16. 4 YLRT. DAR • NY oc (DN. 3 SHEET A - I) 44 HOW BAR • Mr oc - (DN. 3 SW A -U DB4D OUT NTO SLAB ISVERT. JAM •b' (DIV _ 3 SHEET A - '4 NOM BAR • RID' oc 1' -6' OVERLAP (MN) (DIV. 3 SWEET A - 4 BAR •12' - (DIV. 3 SHEET A -I) TIGHTLNE 17000.06100 -1E H-- 4' PETE. FIG DRAM tIY(-ILTER N 24. SW A 13E,, SHW (DN. 2 64-I) (4) 4 DAR CONT. (DN. 3 64E,T A -U SOLID SUBSTRATE 4' CONC. SLAB OVER 4' RUCK ON?R VAPOR BARRER 7 08900. 00000.23 CRIPPLE WALL 0 FOUNDATION 3/4'WT -0r _TJ1 CRIPPLE WALL o FOUNDATION CANTILEVER FRMIG AT FOUNDATION 3/454•0 08100.09300-02_1.0 TYP. FLOOR FRAME PER FLAW (DIV. 6 SHEET A-I) • BLCOKNG OVER BEAM BEMIrest PLAN SCAB wanes IV NAILER EA SIDE Al SEAM SPLICES USE 2214 SCAB EAC4I WOE POST PER PLAN OVER NERANITRAL =NT. POOTTIE PE! PLAN MAT FOIOTI° PER PLAN - '(2) CONY. • BAR ASS SWEET TO MOTTO FCTt MFIITTA COIMIECTRO t Pee JURIKNGnoNAL !ITS. TVI• ;Loop PWIT PLAN FO R RA1 73•4 �T � flal OWEN IAr • Port SCOW LOCATE • 1 F`OQ JOIW • CRIPPLE HALL SEE FC4612A11014 DETAL(6) TT1' ROCK MAIM 11 G PM PLAN (DIV b SHEET A-I) 1TP D(TBRIOR 11601 CONSTRUCTION PER PLAN (DN. b SW A -I) RA/ BOARD CRIPPLE WALL (DIV. 6 SET A -) SEE FOUNDATION DETAIUS) TYP. D(TERSCR WILL CONSTRICTION PER PLAN (DIV It SHEET A-I) TYP FLOOR FRAPING PER PLAN (Div. 6 SHEET A-I) SOLD DLOCKNG OVER SUPPORTS MtiCt4 MISER WI BOARD 06W-O3300.OT_Td / °t3 r CONT. SOFFIT ANT Id' MAIN PLYILOOD • SOFFIT TREATED MID SILL SEE FOUDATION DETAILS POST /FOOTING CONNECTION 3/4 0* .. 0010 -013800-1Q.,.T4 '411 1 - JU {Joo 3/4 FOUNDATION DETAIL 3/4• t-O' ON soo b� f lAA IA\N I me r =� - Hula =uuu= :UN I HUI . �1=� • S 1 1- FOUNDATION DETAIL 3/4' =f-0' FURRING DETAIL 3/4 -Or 4 SLAB o STEM WALL TYP EXR!!l I= NALL C.pRiRCITON Per PLANS (DIV 6 M!!• A-u. r cvlc C ABR .' RL?L7C Gyve WPM BARRIER R -b READ NALATEN ZOO TREATED PLATE ONSET 314• SEE Fah4DATION DETAL.6 TYPICAL EXTERIOR W44_L CONSTRUCTION PBe PLAN (Div. 6 SHEET A - I) r AR SPACE BULDFE PAPER HOOKED END M ASOirY vBFER 1E TO fR/P1N6 EV 2 Q. FT (DIV 4 it AA) MASONRY AMER CANT. FLAB -116 UNLLEP HOLES • 4' -O' OZ. TREATED KID SILL (DIV. 6 SHEET A - I) SEE FONDATION DETAILS 03300-0000C1-18 6' Mk YERFY a/ GRADE CONTOURS NOTE: no OPTION CAN NOT BE USED AT SEAR WILLS. 04200-08100.02..J.11 TYP EXTERIOR WAIL C.O46TfdICT PER PLAN (DIV b SHEET A -I) 4' Co_ NC SLAB OVER 4' GRAVEL DAD (Div. 3 WEFT A -U TREATED MUD SILL (DIV 6 SHEET A -U SEE FOWCATION DETAILS * U- 08800 -2LTJ FOUNDATION /FRAMING CONNECTION 3/4•=1 -O EXT. DOOR THRESHOLD DETAIL 3/4'4-0r _TJI HANCEELQPDSIN ) �. EXT DOOR AND PRAM (Div. 6 SW A -I) DOOR TIREb40LD FLANS.* A6 REOV (DIV T SWEET A-I) FERVESTRAL FLASHIIE 4 C c SLAB OVER 4' GRAVEL BED (Div 4 Si-$T 4 -1) 2x12 TREATED TRESH4OLD TRY RI!I1 JOIST TREATED MUD SILL (DIv. 6 SHEET A -U 4 ART. RE-BAR FROM STEM WALL STLet3ED INTO SLAB TYP FLOOR FRAME PER PLAN. (DIV. 6 SHEET A -I) &FILL WIDTH TREATED 1W SILL HANGER PERM G T. FLOOR FRAMNG PER PLAN (Div. 6 SHEET A - I) D(T DOOR A C FRAME (DIv. S SHEET A -I) DOOR II-RESOLD FLAS$ll AS REOD. (Div 1 SHEET A - I) NERvESTRAL FLASHNG 4' CONC. SLAB OvBR 4' GRAVEL BED (DIV 4 51EET A -I) TREATED htip SL (DM. 6 SHEET A -I) I' AIRSPACE TYP. 4 VERT. RE-BAR FROM STEM WALL STUBBED INTO SLAB POST AND BEM! PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4 _TJI TYP. ROOK FRAME PER PLAN (DIV. 6 SHEET A -I) TYP ENTE#IIOR WALL CONSTRICTION PER PLAN (DIV. 6 SIEE1 A -I) 'TREATED MUD SELL SEE FOUVATFGN DETAILS POST AND DEAN PER PLAN FRAMING /FOUNDATION CONNECTION 3/4•wT •O" 00110.08300"O8._TJ1 1 08300-08100433 v 3 /4'=i - PER PLAN . PER PLAT( FOUNDATION DETAIL 314•=f-0r FOUNDATION DETAIL 3/4•=T -Or FRAMING PARALLEL TO STEM WALL 2'-6' FRAMING PERPENDICULAR TO STEM WALL I -I/2' ,�, Mt'I • t?••..& AB 16 2'x2 XSIR' Sa. WEL. PLATE *bBeb • 4' -D' CL (Dli 3 Ste' A-) £)S2eP A6 47ED CIP4 60*3M[ T 1k EPIIS 4 6101r: BAR D 04 '-6' CORER ONFRLAf Div 3 SHEET A -! 4 .4E4' DAR SAME AS STUB STEEL SPACNCi (Div 3 SIEf A-I) TIGNTLI E DArP'FIR?OFNG 'Dv ' S.EE' A-U 4 STUB S'Eft. FM • 11P' Oz. (D(v. 3 S,A$' A -U 4' FETE FT>G, DRAM WALTER h 24' GRAv13 DEL Dry 2 SW A -I) SOL+C SUBSTRATE (2).4 DAR CON'. (Div. 3 SHEET A-U 1/2'•xID' AB UV 2707(3116' Sft STEEL PLATE uA.SHER3 • 4'-C OC. (DIV 3 SHEET A -)) E XOEPT AS NOTED ON 6.EAR4ALL SCHEDULE 1 MIN. EYBED. (2)4 BAR •TOP 4 vERT. DAR • I2' cc (DIV 3 SHEET A -v 4 v19tT. J -DAR • O' cc (ON. 3 SHEET A- I) • I40412. BAR • Ip' oc OVERLAP PAIN) (Div. 3 SHEET A -I) 4 BAR • IT oc L.2' -6' (DIv. 3 SHEET A -I) TIGH4TLIE CANTILEVERED RETAINING WALL 4' PEW. FTC& DRAIN WOPLTE R N 24' GRAVEL BED (Div 2 SHEET A - I) (4) V DAR COAT (Div. 3 SHEET A -v GOLID- S&Pr6TRATE IR'tx10' AB. W) 270')3l16' SO. STEEL PLATE WASHERS • 4' -0' O.G (DIv. 3 SHEET A -I) EXCEPT AS NOTED ON &EARW I.L SCHEDULE T MM EPCED. M Z -BARS • 24' oc 31 BETE OUT MO SLAB 4 vE-R'T BAR • ID' oc (DA/ 3 ST A -U 4 HiORZ. BAR •IV (DN. 3 SHEET A -I) 3 VERY- J-BAR • S oc (DN. 3 SHEET A -1) • WOK. BAR • lo' oc I'-6' OVERLAP (MN) (Div. 3 SHEET A -I) 4 BAR • 12' oc L•2' -i• (Dry. 3 SHEET A -U TENT (4)1/4 BAR CONT. (Div. 3 SHEET A -I) 03800. 00000 -22 . 1 SOLID SUBSTRATE 4' PEKE FT'G. DRAIN WfILTER IN 24' GRAVEL BED. (DIV. 2 SHEET A -I) 03300- 00000 -28 1 TYP EXTERIOR WALL CONSTRUCTION. PER PLAN (Div. i SHEET A -I) LOCATE SHEATHNG JOINT • COM10N MEMBER RIM BOARD TYP FLOOR FRAME PER PLAN (DIV i SHEET A -U CITY Of TUKWIU TREATED M X SILL APPROVED SEE FOIIDATION DiA' t L I 2000 TREATED MUD SILL SEE FaNDATION DETAIL(6) TYP. FLOOR FRAME PER PLAN (DN 6 STET A -1) AS NO TED TTP. EXTereae W ALL c aye ICT'l l PER PLAN (Div. 6 SHEET A -I) LOCATE SHEATHIPG JONT • Cd110N nerves SOLID DLOCKPO • RIM JOIST • EXT. WALL PONY LOAD BEARING PER PLAN FRAMING /FOUNDATION DETAIL. 3/4-1 I - 0e104'03300.OLTA OrZ-672 1 RECEIVED CITY OF TUKWILA MAR - 2 PERMIT CENTER 1 r 3/4" )7-0' TYP. DECK CROSS SECTION L eila, MICK tom` FeelelED 2,46 274 • 6 ler OG : uR DST E!<TW NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS E'/4 x 4 M C OM DCKU ATTACI4 LEDOEIR Xy 2 t108b Q VI' LAG DOLTS AT ib' taC TYP. TJI FLOOR FRAMING PER PLAN 2. POKY X.AI L 41x BEAM ; TO 1EDuCE WIDER ER CP POSTS • 2 STORY GOCT*ION OR 6141D4 POSTS E'XCEE'D' 4' IN LE) TM ScAD uw 2X4 EA SCE 2t (7 GREATER DJy TNIS4 JOISTS) FTIIS►r LANDSCAPE GRADE TOP OF PIER FLU614 WT�i Pet 61JD GRADE (3' BELOW F66644 LANDSCAPING) ON SOLID SUBSTRATE 43000443017D- _TJ 3/4 L SECTION o BEAM 3 /4'=f -O' II 11 11 It II 11 11 l MIN. 6' -8', I.1D114 MR 3'-0' PER UBC 2. TREADS S' MM De 1N, RISERS 1' MAX. DEIGNT "1 MA►ORAIL MN. 114 TO MAX. Is' AEOVE TREAD N06•G NON RAIL I I2' Mk TO 2' MAX. CROSS SECTION Df e.SION 4 I I/2' MN. CLEAR FROM WALL, IE1IR RAM. ENDS PER MC SEC 10063 II II I II II l lI FRAME OVER WALL DETAIL STAIR SECTION DETAIL FRAMING PER FLAN •1• OUTSIDE FACE OF tIALL r FOC CLR FOR vE4TELATION BEAM PER FLAN RAFTERS PER PLAN 2x BLOCKING EKTLKi4T, SIZE PER FLAN. PROVIDE FLAeNN COT E DED DY MFG. 2.6 CURS TTP. 2x4 • ROOF AND FRAMING hEJ'DERS TYP. GJU,D. • CEILING ROOF FRAMNG PER FLAN � SKVLIGHT FLARE WELL DETAIL 3/4•�f'-0r' 07300-00100-01 L WALL STUDS BEYOND DBL JST, EILOCK A6 NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RW DIMENSIONS 3/4' PLYWOOD RISER 1 136' WARDDOARD TREAD WITH EASED 40611 S 2x STRINGERS TYP. UNA. CENTER STRMGER WIN 2 - 2x4 6/1[01 BACK MD. NAIL WALL STRINGERS UY (2) •id TO WALL STUDS 5/11' TYPE 'X' GLIB. A6 REQUIRED SEE NOTES !ELM 2x KICKER PLATE 0010047300`16 1 0010047300 - 37 4. 6461ALL PIPE DLOCNCI43 • 81/B4001% TOP 4 OOTTOM t ADJACENT WALU6) PER UDC SEC. 10112 S. COVER USABLE smog 110ER &AIR UN CEILING QUIZ. USE 2 LAMS • AIWA 6. NTER'EDIA BALUSTERS SHALL BE !PACED 4' APART N !T OPE4RG PER UDC SEC 6013 EAVE DETAIL 3/4•=f -0' GABLE END DETAIL 3/4'=7-0' GABLE END DETAIL TTPKA4L ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS BARGE TTP. SEE ELEVATIKN 2X4 EiAQER FOR BARGE • NAIL TWRU 61EATWIG WITH *d • O.G. TIT*. 2x4 AJTR1GGERS • 4' or.. WTN 2x2 DETIIEEN FOR TRM 00100-07300-00 V 3/ 4'=1-0' 0e10007900- J BLOCKS* AT CEILING LIE 2x4 LEDGER • NT. CEILING LIE ITYP. EXTERIOR WALL CONSTRUCTION) BALLOON PRAM GABLE EJr WALL 013 EAVE DETAIL EAVE DETAIL EAVE DETAIL ' 3 /4•=f -0F TYPICAL ROCF CONSTRUCTICW 06100 - 0730(}-02 2' MII1 CLR FOR veJmr. WI • 4$• CC. AT OUTSIDE FACE OF WALL UNO C• SWEAR WALL 6Ca4EDULE 2X BLOCKING WITH (3) 2' • NOLES UJITN SCTEEN ?,, ELEv CITY OF TUKWILA '2X8 BLOCKING TYP E . APPROVED 1 EXPOSED RAFTER TAIL - APR 0 4 2000 TIP. GUTTER AS hvr LONG DINMSIO\1 FASCIA PER ELEVATION TTY. EXTERIOR WALL CONSTTBJCTION RECEIVED .'CITY OF TUKWILA MAR - 2 • PERMIT CENTER M 1 umduoseci NOTE: THIS IS A STANDARD DETAILS SHEET PREPAIRED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, ' P.S. • 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE .108 MO SHEET D2. r 3/4" )7-0' TYP. DECK CROSS SECTION L eila, MICK tom` FeelelED 2,46 274 • 6 ler OG : uR DST E!<TW NOT TO EXCEED 4' SOLID BLOCKING OVER SUPPORTS E'/4 x 4 M C OM DCKU ATTACI4 LEDOEIR Xy 2 t108b Q VI' LAG DOLTS AT ib' taC TYP. TJI FLOOR FRAMING PER PLAN 2. POKY X.AI L 41x BEAM ; TO 1EDuCE WIDER ER CP POSTS • 2 STORY GOCT*ION OR 6141D4 POSTS E'XCEE'D' 4' IN LE) TM ScAD uw 2X4 EA SCE 2t (7 GREATER DJy TNIS4 JOISTS) FTIIS►r LANDSCAPE GRADE TOP OF PIER FLU614 WT�i Pet 61JD GRADE (3' BELOW F66644 LANDSCAPING) ON SOLID SUBSTRATE 43000443017D- _TJ 3/4 L SECTION o BEAM 3 /4'=f -O' II 11 11 It II 11 11 l MIN. 6' -8', I.1D114 MR 3'-0' PER UBC 2. TREADS S' MM De 1N, RISERS 1' MAX. DEIGNT "1 MA►ORAIL MN. 114 TO MAX. Is' AEOVE TREAD N06•G NON RAIL I I2' Mk TO 2' MAX. CROSS SECTION Df e.SION 4 I I/2' MN. CLEAR FROM WALL, IE1IR RAM. ENDS PER MC SEC 10063 II II I II II l lI FRAME OVER WALL DETAIL STAIR SECTION DETAIL FRAMING PER FLAN •1• OUTSIDE FACE OF tIALL r FOC CLR FOR vE4TELATION BEAM PER FLAN RAFTERS PER PLAN 2x BLOCKING EKTLKi4T, SIZE PER FLAN. PROVIDE FLAeNN COT E DED DY MFG. 2.6 CURS TTP. 2x4 • ROOF AND FRAMING hEJ'DERS TYP. GJU,D. • CEILING ROOF FRAMNG PER FLAN � SKVLIGHT FLARE WELL DETAIL 3/4•�f'-0r' 07300-00100-01 L WALL STUDS BEYOND DBL JST, EILOCK A6 NEEDED SEE PLAN SEE PLAN FOR TYP. RISE t RW DIMENSIONS 3/4' PLYWOOD RISER 1 136' WARDDOARD TREAD WITH EASED 40611 S 2x STRINGERS TYP. UNA. CENTER STRMGER WIN 2 - 2x4 6/1[01 BACK MD. NAIL WALL STRINGERS UY (2) •id TO WALL STUDS 5/11' TYPE 'X' GLIB. A6 REQUIRED SEE NOTES !ELM 2x KICKER PLATE 0010047300`16 1 0010047300 - 37 4. 6461ALL PIPE DLOCNCI43 • 81/B4001% TOP 4 OOTTOM t ADJACENT WALU6) PER UDC SEC. 10112 S. COVER USABLE smog 110ER &AIR UN CEILING QUIZ. USE 2 LAMS • AIWA 6. NTER'EDIA BALUSTERS SHALL BE !PACED 4' APART N !T OPE4RG PER UDC SEC 6013 EAVE DETAIL 3/4•=f -0' GABLE END DETAIL 3/4'=7-0' GABLE END DETAIL TTPKA4L ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATIONS BARGE TTP. SEE ELEVATIKN 2X4 EiAQER FOR BARGE • NAIL TWRU 61EATWIG WITH *d • O.G. TIT*. 2x4 AJTR1GGERS • 4' or.. WTN 2x2 DETIIEEN FOR TRM 00100-07300-00 V 3/ 4'=1-0' 0e10007900- J BLOCKS* AT CEILING LIE 2x4 LEDGER • NT. CEILING LIE ITYP. EXTERIOR WALL CONSTRUCTION) BALLOON PRAM GABLE EJr WALL 013 EAVE DETAIL EAVE DETAIL EAVE DETAIL ' 3 /4•=f -0F TYPICAL ROCF CONSTRUCTICW 06100 - 0730(}-02 2' MII1 CLR FOR veJmr. WI • 4$• CC. AT OUTSIDE FACE OF WALL UNO C• SWEAR WALL 6Ca4EDULE 2X BLOCKING WITH (3) 2' • NOLES UJITN SCTEEN ?,, ELEv CITY OF TUKWILA '2X8 BLOCKING TYP E . APPROVED 1 EXPOSED RAFTER TAIL - APR 0 4 2000 TIP. GUTTER AS hvr LONG DINMSIO\1 FASCIA PER ELEVATION TTY. EXTERIOR WALL CONSTTBJCTION RECEIVED .'CITY OF TUKWILA MAR - 2 • PERMIT CENTER M 1 .NDARD�HEAR DETAILS & SCHEDULE :• . 4 :,.y L Fad :', r M 110110.1111111C11014 RIM S&L SWANS PER fCWEALE 001142/ PILAW IMPS INEARNALL WOEDILE V W uxr.se M. TJI 0 1.0011 CA4/1RC71QI SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4"4-0' x111 ZUSIMICIEIDAfi POTION RI,A I NAL SIG PIP 641111/11101U /OMICAi1 Pad !DOE i Fl .D ILK PER SOICALJE IIL00XWWWI TIT. U /Loco asent1 nics4 TIT. GALL cO PIIUCT10y u •ALL SIEAtmG PER SCAO LL E SHIN WALL PERPE DICULAR TO FLOOR JOISTS V4'-W BOTTOM PLATE HALING PER bEARWALL SOEDILE ppm. EDGE 1 FELD NALPPCs PER SCHEDULE: TA FLOiOR JOISTS PER PLAN ALIGN TJI FLOOR JOIST al WALL TOP PER �Si• EARRI ILL SSC.r'aED1LE TYP. TA FLOOR COMETRIICTION TYP. WALL CONSTRUCTION 0174 WALL SHEATHING PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOISTS NAIL FLOOR SHEATHING THE AREA WITH tO d•6' o. EDGES to d • 10' on FIELD BLOCK ALL EDGES RD PLYWOOD TO BLOCKI6 BOTTOM PLATE NALP PER SHEARWLL SCH®LLE PANEL EDGE 1 FIELD NA1LFG PER SCHEDULE TJI BLOGTCINS BLOCK ALL EDGES PNEL EDGE 1 FELD NAILING PER SCHEDULE TOP PER PLATE SHEARY.Y,L E04E1XLE TYP. WALL CONSTRICTION WITH WALL SHEATHING PER SCFEDLLF SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3/4"4-0' tTUro.oet7o OS NAL FLOOR SHEATHING THI6 AREA A 11TH w d•6' oc. EDGES 10 d • 10' oc. FELD BLOCK ALL EDGES BOTTOM PLATE NAILING PER SHEAIWALL SC.iEOLLE PANEL EDGE 4 FELD NALt PER SCHEDULE TA FLOOR JOISTS PER PLAN TJI BLOCKING • ALL PNEL EDGES PANEL EDGE 4 FIELD NAILING PER SCH WILE TOP PLATE NALWG PER SNEARMALL SCHEDULE TYP. W1ALL CONSTRUCTION WITH WALL SHEATH** PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION . 0 SHEAR WALL HOLDOWN 3/4'4-x' vo4voemmo • 3/4'41-0' EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4"4-0' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'4 -0' CANTILEVERED FLOOR JOIST DOUBLE STUDS AT HiOLDOWI cONDITICN TT• . WALL CONSTRICTION WITH WALL L SHEATHING, PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION SMPSON HOLDCIW PER PLAN AND SHEAIOUALL SCHEDULE SIMPSON HOLDOWIN STRAP PER PLAIN AND SHEAR WALL SQ•EDULE SEE ARC'..& DETAILS FOR POJHDATION CONDITIONS ANGNOR DOLT PER SHEAAIL4LL SCHEDULE f TM PLATE *ALMEa Pei •eAm1li SCHEMA OOTTOT PJTE HALING PER blEAREALL 6CMICNLE II d • s' ea /LT1p 10 WI JIM PAB EDGE 1 FIELD NALNG PER SCALE nT. EXTERIOR Wr,l. cOW6TRCTim u WMLL SHEATIING PER 6041SAKE TIT. TJI ROAR CONFLICTION 214 PAWL EDGE ELOCXJG TOP PLATE NALNG PER SEAWALL eOE17LLE BOTTOM PLATE NALIG PER SEAWALL SA•EDLLE 10d•6' or - PLYWD TORMJOIST PNEL EDGE 1 FELD NAL,G PER SCHECLLF TYP. EXTERIOR WALL CONSTRUCTION U N WALL SHEATHING PER SCHEME TYP. TJ! ROOT CONSTRICTION 2x4 PANEL EDGE DLOCKIG TYP. WALL CQl6TI:LOTION UN WALL SHEATHING PER SCHEDULE TYP. TJI FLOOR CONSTRUCTION BOTTOM PLATE NAILI4 PER SIEAR1YALL SCHEDULE ID dNAIL •6'oc.PLYWD.TO RIM JOIST PANEL EIX.E EFELD NAILING PER SCAEM TOP PLATE NAILING PER SHEARIUALL SOHEDILF TIP. WALL CONSTRUCTION IUTi WALL SWATHING, PER SCHEDULE 1 770 -oeno 10 d NAL • 6' oc. PLYRD. TO TJI ELOOCI G 17070-06170-11 17070.00/70444 3/4'f -a' 3/4'4 -0' L ti SEE PLAN IIIIS�- +II$II, �IIIIIi= TrPCAL BALL OE •NWICTIO 1!M Pk. SuEAT'.•1• PER SO ZU 'MP TJI 1LOOR CAA sonar. RATE HALM PER 11sEARN4L-. SOMME top PLATE NAILING PER SHEARNILL SCAEKAtF Amoco roc PER scuirmi SEE ARCH DETM.S FOR FOlDATHON C3€ ((1074/ SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4'4f-0' TT1NCAL WALL CONSTRICTION IITi1 WALL SHEATHING PER SCHEDULE TYP. TJ! FLOOR CONSTRICTION BOTTOM PLATE HALING PER SHEAR/LAU SOEDILE P ER 5 o1 SO-SMILE ANCHOR BOLT PER SOEDIL.E SEE ARCH DETAILS FOR FOtDAT10N CONDITIONS SHEAR WALL PARALLEL TO FLOOR JOISTS o FOUNDATION 3/4'4 -O' Trp. TJI BOOR CONSTRUCTION Tr?. EXTERIOR WALL CONSTRUCTION WITH WALL MEANING PER SCHEDULE BOTTOM PLATE HALING PER SHEAF: W L SCHEDULE TOP PLATE NAILING PER 5►EAR ALL SCHEME CRIPPLE WALL (Div. 6) SEAN CRIPPLE WALL SAFE A5 SEA/ROLL ABOVE SEE AR04 DETAILS FOR FO ICATION CONDITIONS SHEAR WALL o CRIPPLE WALL . CRIPPLE WALL (Div. 6) SHEATHING PER SCHEDULE PANEL EDGE 1 FIELD NAILING PER SCHEDULE ANCHOR BOLT PER SHEARUOLL SCI (2)'4 DAR CLINT (Div. 3) -J SHEAR WALL 0 CRIPPLE WALL - INTERIOR , 1 CITY OF Tcrnw1u APPROVED APR 0 4 2000 AS Mii ith nwoosos-04 RECEIVED CITY OF TUKWILA if - 2 2 PERMIT CENTER U CI Cc Z cn 8a W Oz 4 ►- � W , - 0 0: n O E OWE W of S U 3 : 1 �S _ 0 - CA jw §-. 0 I 0 op (.0Ut 4 Q ~ Z Eia c0 & 4 SL °Z0,6 L; z IZ -J s F- - Z w IX 'i am CD W 0 CO y) o 0) _c al CO i c0 Q) c no MIS JOB NQ SHEET' TJI JOIST DETAILS ▪ • • W cn • • HOLDOWN STRAP AT CRAWL SPACE S/4'=f -O" 17070-0 0170-29 3/4=-1-0" I ICE 61%V EIOTTOM PLATE NALP i I"ER bE.lRiiALL 150EDtLE T11 CLOCK.NG MOM pER T` P WAu CONSTR+Cr T ,- umu- 91-EAT1461G PER SC+EDLLE DO JE LE TLC BOTTOM PLATE NAILING PER SHE AR UALL 8CIEDLLE BLOCKING A147 FLLER BLOCK DaIBLE JOIST OR CEAT1 PER PLAN HOLDOWN STRAP AT FLOORS t7oTO- oer1D -28 16d•6' 3/4'211'-0' 2x4 PLAT Bi ACKNG NAL STRAP UM 8d COMMON • 8' oc SI"PSON CS* STRAP 43' LONG. LAP 4' ONTO WALL OR BEAM AND NAL WITH 8d COMMON • 4' at DRAG STRUT CONNECTION 3/4 17(.03-001X)-;-40 I SHEATHING A/C NAILING PER SHEARWALL SCHEDULE 2X6 ESLOGKMG CROCF SHEATHING AND NAILING PER PLAN AND SHEARWALL SCHEDULE 2X4 LEDGER (2! 16 d EACH STUD (2) 16 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION STANDARD SHEAR DETAILS & SCHEDULE 117070-081T4'31 3 /4'=f -Or 3/4'=1.O' OVERHANG PER PLAN NOTE USE OSB ON ROOF y T ,. k. RyanPER Ls1''• $( A '� �L E WEAR- UAL- NAL w Max Ix, AM id '0 MAT(.. bE41iAL; NAL WO TOP PI-AM PAIL- — - 4FE3L NAILNG Sr_1EDtl£ L4 5iEt'.4.46 PER SCAIED4LE INTERIOR SHEARWALL TO ROOF COND. 3 /4 "=t-O' 17000H{e1rJ0-03 (2/* d d NAIL • 4' oc • EA OUTRIGGER B d NAIL •6' TOP C -4401 / FLOCKING 2x BARGE 1 5,3 TRIM 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHE4flNNG WITH ibd 2X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS GABLE END TRUSS 433 CLIP PER 91EARILALL SCHEDULE TYPICAL ROOF CONSTRUCTION PLYWOOD ROOF CONDITION TYP EXTERIOR WALL CONSTRUC'ICN LATH WALL SHEATHING PER SCHEDULE (2/ 16 d 8 d NAIL • 4' oc. • EA OUTRIGGER 8d NAIL • 6' oz. TO TOP PLATES 1 BLOCKING 2X4 GIJTRIGGERS • 4 OC WITH JOIST HANGER • TRUSS Tl PIGAL ROOF CONSTRUCTION SHEAR WALL o GABLE END TYP EXTERIOR UAL I CONSTRUCTION Ill WALL SHEATHING PER SCHEDULE 17000-0G1003-18 T7000- oe1oo- HOLDOWN STRAP 0 FLOORS 3/e=11 3/4'4-0' PLYWOOD ROOF CONDITION SEE ELEV/ OVERHANG PER PLAN SHEAR WALL o EAVE 3/4 -- 4.35 CLIP PER S14EARLLALL SCHEDULE NOTE ALL INFOIQTIATION ON NI9 S►EET IS NOT NECESSARILY IP ORATED INTO PROJECT. COORDINATE u11114 PLANS. t7► SPIUD6 A' !AC. atLIAP 11C "-AT NALlds SCaEnALE WRAP PER P-46 bEA1R 5C .VOLE $. 4' 'rC9lSTR.MC L5L Rl l RIGARC PANE: r.IE a D W'LL NG PER SCHEDULE 'YP L%'ERG0 ..i�_ :l7hSTRIr'K1� /Auk__ S€.4' € PER , EDtLE TTP '.A P_ZOR C0a■STRLC - .0•4 TYPICAL ROOF CONSTRUCTION TYPICAL ROtf CONSTRuCTIGN H25 TIE • EA TRUSS L530 • 48' oc 8 d • 6' oc. • BLOCKING BLOCKA+IG PER ARCH DETAILS U(7(- 015170-2O 1 GTY Of TUKWIU A APR 0 4 2000 J1 AS NO ILD Lir "1.014(' DNTStON TYP EXTERICX2 WALL CONSTRICTION WTH WALL EAM 4I PER 8C1EDtJLE RECEIVED CITY OF TUKWILA -2 PERMIT CENTER 2. E—+ W w 4e4 z 1 £B NO. TITLE • SHEET S2 TJI JOIST DETAILS • • Q9# J SEE FOUNDATION SMEAR KALLS FCR ALL CONCRETE . LOWER SHEAR WALLS FOUNDATION SHEAR WALLS SHEAR WALL DESIGN NOT VALID . UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS mtt 4 : 1 1 • HOLD DOYN M4 SN WITZE 12E64 4ATiON BTnr SYMBOLS & LEGEND PONT LOAD Fucri AaDN1E .;f•/ PONT LOAD .,,ors AISOvE Iry LOADIMG • POW LOAD TRAt+MBFERNG OOrI4 1 POINT LOAD TRIS IKs ANER DOM a,' LOADING : PONT LOAD TRANSFORM RM tLRN'r' KICKER VERTICAL STRAP Ir 4 Sat` DESiC•4ATION TO DE USED ON FLOOR I ELO.. NORRiZONTAL WRAP 0114 SAM DESIGNATION INDICATES WW1 CALCULATION PDExED !AMER ExfEM OF S4.EAR WALL TYPE OF 60EA1! ui•LL ti1ALL AEC 4 W4LL BELOW NOTE- WLESS orlimateE NOTED, BIG EERiG AND C'AL ULATIONb ARE NOT PROvtDEp IN T+ DRAWINGS MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES 1 SEE CALCULATIONS FOR DES4C• 4 CRITERIA GENERAL, NOTES i ALL 0++EAM1MLL5 S►4Guli CN Ti. E FLOOR PLAN ARE FOR WALLS ON THAT LEvEL (TYPICALLY St•MAIN SHADED ) 2 ANGM•iORAGE 19 FOR Si•EARIir4LL5lPAN41.6) ONLY, iL ERE PORTIONS OF WAL1.8 ARE NOT DESIGNATgp AS SMEAR ANELS, NAILS MAY BE SPACED • 16' OCLMIN) PER TAB,E 23 -I -Q 3. ILLERE 1 '012TIONl9 OF WALLS ARE NOT DESIGNATED A5 SMEAR PANELS T+1EN SWEAR DETAILS DO NOT APPLY FOLLOU, MINI uBC REQUIREMENTS 4. PRAOvtDE TWO STUDS AT .4 _ HOLD DOU4+v LOCATiONIS 8. SEE MAN LFACT;jREQ'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF 44OLDOUN. STRAP AND CONNECTOR FOR PROPER INSTALLATION 6 A`L PLYWOOD OR CxYP'fi&I1 84EASuALLS 514ALL BE APPLIED _ 140RtZONTALLY OR 'vER'ICALLY C* STUDS. EDGES 5.4ALL DE STAGGERED AT CENTER OF STUDS AND BLOCKED PER 5C4EDuLE 1. DO NOT OVERDR:vE MAILS INTO 514EAT1- IINCs. 8. STAPLES OR SCREWS ARE NO' AN ACCEPTABLE ALTERf4AT:VE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE- APPROvED err THE BUILDING OFFICIAL ROOF t FLOOR °,4THING i. ROOF Si4EAT 4W' $: 116' OEB APA RATED SHEA.Ti4W (24,'0) LAY UP W/ M}NIMU1 I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILRVG 51 -1ALL BE 80 AT 6' oc AT PANEL EDGES AND I2' oc AT INTERMEDIATE SUPPORTS. PROvIDE EDGE CLIPS • 24' O.G. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRAM SI- EAR.180x9.82.L42psf i Z. FLOOR SI- EATHING: 3!4' CDX T4G APA RATED F'LY WOOD (443/2.4 ; WAILED AND GLUED. ADsE51vE SHALL GONFORf 1 TO APA SPECIFICATION AFG 0I. PRr7viDE T4G EDGES AT LONG PANEL EDGES- NAILING SHALL BE led AT 6' oc AT PANEL EDY S AND i0' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DiAPHR4J1 Si-EAR •2Rx0,82•Il 1p6f B. PLYWOOD S BE LAUD W/ FAc..E GRAN PERPENDICULAR TO SUPPORTS ANC END 184156 0•13411116E 42•11J UPPER FLOOR SHEAR WALLS 1 1Lz 11nMOIR i Of TUKWILA APPROVED APR 0 4 1000 AS NOrtD aNGo 2 PERMIT CENTER W C. r , W � rz Q 14 Pr 0-1 M UJ �? � a a o 0 .22 2 C 22 I I— CO 1.17 C X C o ` - CI) N CO co cO 1 CV Q O aD TITLE I JOE Na : 990832! 1997 UBC SHEET 99083.23 M SHEARWALL SCHEDULE ULE r r lc - 11J 04111,14 91100 awlei 11» alb EI 11tH 1 .101 01 oNX701g Y1a101' Ml 011111'4 1r 1 01 Erb iil VT GUS OE SCE YES 411' id • t2' kid • 2' GI -4 OR OR S/8' C!E ONE 547E `'ES 58' • ILA' 6d • 1D' Ird • kr G2 -1 V2' CAC TWO ° DE5 YES 5r8' • 4E' ibd • 8' Ibd • 6• G2-4 OR YES S • ILA' 16d • 6' rid • S' 5/8' 6415 TWO S C'ES PI -64 YES 5;8' • 48' I6d • 5• lbd • 5• P-6 YES 5/8' • 48' i6d • 5' lid • 5' PI -4 vb' 0313. YES S/8' • 32' 16d • 4' I6d •4' p.3 CIE SIDE YES 5/8' • 24' 16d • 3' lid • 3' PI -3iD �— uSE 3x STUD° n O PANEL EDGE° TES 5B' • I6' PI-2 USE 3x STUDS 1/16' 0S13- TWO SIDES (2, ROWS (2) ROtl15 P2-4 STAGGER 5$464TWING YES 5'8' • 16' 16d • 4' 160 • 4' JOINTS 4102) STUDS • ED PANEL EDGES DBL (2)120.5 (2'ROW5 P2 -3 YES 5/8'•2' 16d•3' 16a•3' STAGGERED Dt3L. RIP. UEYEIRNAUSER IIt8M4 -4 44RDBGARD, SRDRNG cR k POIRT 2319 GcOPf"ION NO 543' • 48' 16d • 5' 6d • 5' • • Q9# J SEE FOUNDATION SMEAR KALLS FCR ALL CONCRETE . LOWER SHEAR WALLS FOUNDATION SHEAR WALLS SHEAR WALL DESIGN NOT VALID . UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS mtt 4 : 1 1 • HOLD DOYN M4 SN WITZE 12E64 4ATiON BTnr SYMBOLS & LEGEND PONT LOAD Fucri AaDN1E .;f•/ PONT LOAD .,,ors AISOvE Iry LOADIMG • POW LOAD TRAt+MBFERNG OOrI4 1 POINT LOAD TRIS IKs ANER DOM a,' LOADING : PONT LOAD TRANSFORM RM tLRN'r' KICKER VERTICAL STRAP Ir 4 Sat` DESiC•4ATION TO DE USED ON FLOOR I ELO.. NORRiZONTAL WRAP 0114 SAM DESIGNATION INDICATES WW1 CALCULATION PDExED !AMER ExfEM OF S4.EAR WALL TYPE OF 60EA1! ui•LL ti1ALL AEC 4 W4LL BELOW NOTE- WLESS orlimateE NOTED, BIG EERiG AND C'AL ULATIONb ARE NOT PROvtDEp IN T+ DRAWINGS MAIN FLOOR SHEAR WALLS 1 SHEAR NOTES 1 SEE CALCULATIONS FOR DES4C• 4 CRITERIA GENERAL, NOTES i ALL 0++EAM1MLL5 S►4Guli CN Ti. E FLOOR PLAN ARE FOR WALLS ON THAT LEvEL (TYPICALLY St•MAIN SHADED ) 2 ANGM•iORAGE 19 FOR Si•EARIir4LL5lPAN41.6) ONLY, iL ERE PORTIONS OF WAL1.8 ARE NOT DESIGNATgp AS SMEAR ANELS, NAILS MAY BE SPACED • 16' OCLMIN) PER TAB,E 23 -I -Q 3. ILLERE 1 '012TIONl9 OF WALLS ARE NOT DESIGNATED A5 SMEAR PANELS T+1EN SWEAR DETAILS DO NOT APPLY FOLLOU, MINI uBC REQUIREMENTS 4. PRAOvtDE TWO STUDS AT .4 _ HOLD DOU4+v LOCATiONIS 8. SEE MAN LFACT;jREQ'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF 44OLDOUN. STRAP AND CONNECTOR FOR PROPER INSTALLATION 6 A`L PLYWOOD OR CxYP'fi&I1 84EASuALLS 514ALL BE APPLIED _ 140RtZONTALLY OR 'vER'ICALLY C* STUDS. EDGES 5.4ALL DE STAGGERED AT CENTER OF STUDS AND BLOCKED PER 5C4EDuLE 1. DO NOT OVERDR:vE MAILS INTO 514EAT1- IINCs. 8. STAPLES OR SCREWS ARE NO' AN ACCEPTABLE ALTERf4AT:VE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE- APPROvED err THE BUILDING OFFICIAL ROOF t FLOOR °,4THING i. ROOF Si4EAT 4W' $: 116' OEB APA RATED SHEA.Ti4W (24,'0) LAY UP W/ M}NIMU1 I/8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILRVG 51 -1ALL BE 80 AT 6' oc AT PANEL EDGES AND I2' oc AT INTERMEDIATE SUPPORTS. PROvIDE EDGE CLIPS • 24' O.G. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRAM SI- EAR.180x9.82.L42psf i Z. FLOOR SI- EATHING: 3!4' CDX T4G APA RATED F'LY WOOD (443/2.4 ; WAILED AND GLUED. ADsE51vE SHALL GONFORf 1 TO APA SPECIFICATION AFG 0I. PRr7viDE T4G EDGES AT LONG PANEL EDGES- NAILING SHALL BE led AT 6' oc AT PANEL EDY S AND i0' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DiAPHR4J1 Si-EAR •2Rx0,82•Il 1p6f B. PLYWOOD S BE LAUD W/ FAc..E GRAN PERPENDICULAR TO SUPPORTS ANC END 184156 0•13411116E 42•11J UPPER FLOOR SHEAR WALLS 1 1Lz 11nMOIR i Of TUKWILA APPROVED APR 0 4 1000 AS NOrtD aNGo 2 PERMIT CENTER W C. r , W � rz Q 14 Pr 0-1 M UJ �? � a a o 0 .22 2 C 22 I I— CO 1.17 C X C o ` - CI) N CO co cO 1 CV Q O aD TITLE I JOE Na : 990832! 1997 UBC SHEET 99083.23 M