Loading...
HomeMy WebLinkAboutPermit D2000-071 - FOSTERVIEW ESTATES - BASE PLAN 1843BFOSTERVIEW ESTATES PLAN 78436 IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN For Office Use Only: jj � ,,�,•� City's Basic Plan No.: 'LJL� -Ol I Basic Plan No.: 1 9;4 127 I � , 1T8 Address: 1 "Et I LQ Vcr 01) IAS 1W 5 Phone Number: ` ��� S 20 Contractor: Irt/� N f radtiOL 1 c 3 1 6 1- Address: 1(7S- 5P0/7014,1 - 1 e)-z ) Phone Number: ( ) 2(Qg7 '1(07 WA State Contractor License Number: b vc7iP "Ic SO4-1— 0 Expiration Date: 12 lv i 00 Architect: Page 1 of 2 _.... —. . GUIDELINES FOR Ste..., ,E FAMILY BUILDING PERMIT BASS., 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. • r : R, the back of each application for a detailed list of submittal requirements. / ;."1.00 111,/ 16" el•se Date Page 2 of 2 .. Payment Atcount:Code Dec 000/322A00 BUIL , • C00- 0 7 - CITY OF ugwILA. WA 4k*** Akh**A**** g 43. * * **** FRANSMIr Number : R9800244 Amount: 8%8. Pavmeht hEthod: CHEU. NtItt4tiont DUdARDIN 0EV • Permit Na: 02000•071 lvoe: DEVPERM DEU Site Addregs: 19400 42 AV Fetal Fea5: 878.90 Tct1 LL Pmts: Balanc(P: 14*44t4r**:%***4 *4. *444k*4 *4 9149'W9***A riOion DING - RES C • TRANSMIT sFil****#.1k*k*kl:**4c* 90 03/02/00 16:16 rA.OP Init: ELOPMENT PLRNIT 2,337.19 878.90 1,458.29 *A.kAAA***A*-Orl.*.A** f4 Hi o IA n 878.90 2093 03/03 9717 TOTAL 878.90 ' ' • . ‘ :U4 r Z‘v „ Homeowner: Builder: Site: DUJARDIN PLAN #1872A COMPONENT PERFORMANCE ENERGY BUDGET ' REFERENCE DESIGN Component ' Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration Component Floor Glazing @12% Doors AG Wall Ceiling Infiltration FILE: K: \ \KAA \ \99\ \99083 \ \9908323.WS PROPOSED DESIGN COMPONENTS Description R19 vented Joist 16oc * *vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R19 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing :: WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 03/01/80 FILE: K : \ \KAA \ \99\ \99083 \ \9908323.WS Struc Mass Light Frame, Sheetrock walls M- 3.000 1872 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: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Location South 55.2ft2 Southeast : East 55.2 Northeast : Eff S Glz: 3.8% PROPOSED Gas Furnace DEFAULT 78 % 62 % 0 Vented crawlspace Attic or garage 0.60 26999 Btu /hr 6126 Btu /hr(23 %) 33124 Btu /hr 49500 Btu /hr (150 %) 88 MBtu $ 493 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 PROPOSED PROPOSED North Northwest : West Southwest : Surface Area 374.4 ft2 74.9 ft2 55.2ft2 55.2 HOUSE ID: 99083.23 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 5616 z rt W. 6D. .V 0 • W CO I• CO LL: w0 g-J a H =: z � 1-0. z � U. LLJ • U cu O co D H 'w 1 1: 1- O. 1 1 J Z. U =. O ff : z Kappler Associatel4rchitects JOB NAME: -JOB NUMBER CoDVriaht 1994 99082.23 DATE: BY: 2/29/00 l MJM GLAZ1872A.xls SITE CRITERIA Kappler Architects P.S. VERSION na MCLUCES 3:TORY Job No. 99083 -23 Date 2/29/00 SPM - Lateral Analysis for: Dujardin Plan #1843_B 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 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. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SF SF SF OTHER SF, LONG / SHORT WALL •:g4"71:0 0 ;','`:'; SF 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 -24 Plan #1843b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Long Wall .3 :12 '.: 12.8 .:9.0 11.0 0.0 NOT VALID NLESS "WET 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 . }28' 3/1/00 PAGE 1 a • h Ce w QQ � J U 0 co co tu W - I u. w ? . I d H= z F. Z 0 W tu 2 p U O W UJ H u. — O .. z U = O I— z 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: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear iw (LENGTH) P= DESIGN CRITERIA FOR WIND ANALYSIS WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = 1w = r max = I -9.49 I 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) rI= 252 r i story shear 504 10685 herefore use P= EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH WIND FORCE TRIB.HEIGTH (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- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls Min = 1.0 Max =1.5 PSF 1361 37 5041 0.05 PLF SF # FT # FT # FT # FT 3/1/00 PAGE 2 (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 1 pp Ff$` 4t-r� ITFr..'1 0.3513 3754 Main Floor (Lower walls) 26092.5 12 RFI i WI 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 #N /A 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ,16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL WEIGHT W= 23688 # 76180.51 BASE SHEAR: Vb= 0.1964 76180.5 14959 Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOOR FQX1115520 1975680 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls WORKING STRESS WOOD DESIGN 1.4 ` 10685 # . *load reduced by half due to plan configuration of front wall being concrete Not included in total 10685 3/1/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BAS ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE .317.1:1, 84i #FT 550 1.331 731.501# /BOLT MIN BOLT SPACING :2.42. FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;3;47; FT O.C. 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND & SEISMIC UNIFORM LOADING COMPARISON 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 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS © 208 # FT © 346 # FT @ 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5;:;`; `;, 64480.731 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.51` =' '91033.191 16d " ; ;108 1.33 143.64 # /NAIL 4713.50 NAILS # FT # FT # FT # FT # FT # FT # FT # FT 3/1/00 PAGE 4 Z W J V O co W W . CO IL' J'. W QQ O LLQ co � Z � H O Z 1— U O Oa 0 Z H; Z U N '• H O ' 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) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BAS ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 140 109 132 0 # FT # FT # FT # FT SEISMIC FORCE .317.1:1, 84i #FT 550 1.331 731.501# /BOLT MIN BOLT SPACING :2.42. FT O.C. 790 1.331 1050.71#/BOLT MIN BOLT SPACING ;3;47; FT O.C. 828621.396 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls 10685 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #NIA WIND & SEISMIC UNIFORM LOADING COMPARISON 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 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS © 208 # FT © 346 # FT @ 492 # FT CHECK TOP CHORD M= 18957335.76 T =C= 677047.7056 2 -2X4 10.5;:;`; `;, 64480.731 ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.51` =' '91033.191 16d " ; ;108 1.33 143.64 # /NAIL 4713.50 NAILS # FT # FT # FT # FT # FT # FT # FT # FT 3/1/00 PAGE 4 Z W J V O co W W . CO IL' J'. W QQ O LLQ co � Z � H O Z 1— U O Oa 0 Z H; Z U N '• H O ' Z 8 3.5 3.5 3.5 2.25 130 __ _P,141KW Mo= 3653.33 3653.33 3653.33 2348.57 880 Wall(DL) 280 280 280 180 0 Roof (DL) 170 170 1440 900 954.35 Mr= 525.00 525.00 2006.67 810.00 #DIV /0! T =C 893.81 893.81 470.48 683.81 MIN PLATE NAILING REQUIRED CS16 -30 _ CS16 -30 NA NA 13 INC O.C. I 12 11 5 0 0 156 __Po,1=6_: MIN PLATE NAILING 11 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 13724.47 6238.39 0.00 0.00 880 400 0 0 0 0 0 0 3226.67 666.67 0.00 0.00 954.35 1114.35 #DIV /0! #DIV /0! CS16 -30 CS16 -30 #DIV /0! #DIV /0! 8 3 5.5 11.5 0 83 IrX41P1 =6f A Mo= WaII(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 /0! I #N /A 0 0 0 0 #N /A "a6N//1'`rI MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 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 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z O u_ 2 /3DL UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 208 REACTION HOLDDOWN 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 WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 5 Q • r „W . Q� 2 J U 00 W J N u- W 0 coD _ ° . W Z �` I-0 Z uj 0 0- 0 t- ill u j I H u. H lil = O~ Z 16 28 0 0 0 119Al fP,:16r Mo= WaII(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 /01 #DIV /01 NA #DIV /0! #DIV /0! #DIV /0! 16 27 0 0 0 123 ' ,eve's 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 /0! #DIV /0l #DIV /01 NA #DIV /0! #DIV /0l #DIV /0! I #N /A 0 0 0 0 #N /A Ii 1NN /A1I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #NIA #NIA #N /A #NIA MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #NIA #N /A #N /A #N /A _ #N /A #N /A #N /A I #NIA 0 0 0 0 #N /A I .. #N /AMI Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #NIA #NIA #NIA #N /A #NIA #N /A #N /A FRONT TO BACK UPPER FLOOR Load Ht. 8 F- = 0 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 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- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 6 8 4 3 5 3.5 179 i0f1P1= Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 5716.23 4287.18 7145.29 5001.70 LRP AT GARAGE W WALLS - MEETS APA TEST LOAD; MIN PLATE NAILING 10 INC 0.0 640 480 800 560 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 12 12 9 3 0 173 :P„1=6`I 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 /0! NA NA CS16 -30 #DIV /01 I 8 4 5 3.5 3 179 Kf P.1: =6Mt Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 5716.23 7145.29 5001.70 4287.18 MIN PLATE NAILING 10 INC O.C. 640 800 560 480 1260 1980 1920 1200 2533.33 4633.33 2893.33 1680.00 795.73 502.39 602.39 869.06 STHD 14 NA STHD 14 STHD 14 I #N /A 0 0 0 0 #N /A Ix NN/Ai 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 z 0 u�. 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 346 346 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls WALL SEGMENTS b c b b b c c c d d d d SHEAR V WALL TYPE NG 3/1/00 PAGE 7 I 16 12 5 5 0 252 ;'P14MI Mo= Wall(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 I 16 27 0 0 0 205 MFM -bag Mo= WaII(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! #N /A 0 0 0 0 0 0 #N /A WAIN/WA Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #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 0 0 0.00 0.00 0 0.00 0.00 0.00 #N /A #N /A #N /A 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A I #N /A 0 0 0 0 #N /A la„ tiN/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 FRONT TO BACK MAIN FLOOR Load Ht. 8 H 2 /3DL MAIN FLOOR Load Ht. 8 w J 346 MAIN FLOOR Load Ht. 8 0 w O z REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 346 2/3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN 346 w 2 /3DL O REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a TRIB.LENGT a TRIB.LENGT a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xis d d d d SHEAR V WALL TYPE 3/1/00 PAGE 8 8 4.5 1.75 1.75 0 492 `tiON,CONCA Mo= WaII(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 /01 I 12 8 4 8 0 295 VAP14gtVi Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 25951.33 12975.67 25951.33 0.00 MIN PLATE NAILING 6 INC 0.C. 1760 880 1760 0 0 0 0 0 4693.33 1173.33 4693.33 0.00 2657.25 2950.58 2657.25 #DIV /01 HTT22 HTT22 HTT22 #DIV /0! I #N /A 0 0 0 0 #NIA r -t;1tWA Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #NIA #NIA #N /A BELOW GRADE MIN PLATE NAILING #NIA INC 0.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #N /A #NIA _ #N /A #N /A I #N /A 0 0 0 0 #N /A 11 *WAaI Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #NIA #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 #NIA #N /A #NIA #N /A #N /A #N /A #NIA RIGHT TO LEFT LOWER FLOOR Load Ht. 11 z 0 u. 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 a 2 LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 OrIEZEIMEIMENEMBEEMBEIMm 492 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN 492 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c SITS ON CONCRETE STEM WALL TRIB.LENGT a b c TRIB.LENGT TRIB.LENGT a b c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b2ExpB)_1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE 3/1/00 PAGE 9 #N /A 0 0 0 0 #N /A (. #N/AWAI 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 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 0 0 0 0 #N /A OWN/AM MIN PLATE NAILING #N /A INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 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 FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 492 Ht. 11 Mo= = Wall(DL) c7 Floor,Roof(DL EE 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED PORTION RESTS ON CONC. WALL LOWER FLOOR TRIB.LENGT a b c Load 492 Ht. 11 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED LOWER FLOOR Load Ht. 11 LOWER FLOOR Load Ht. 11 492 w 2 /3DL O REACTION HOLDDOWN 492 0 w cn 2 /3DL O REACTION HOLDDOWN 16 28 86504.43 3080 1776 45322.67 1470.78 STHD 14 0 0.00 0 0.00 #DIV /0! #DIV /01 0 0.00 0 0 0.00 #DIV /0! #DIV /01 0 0.00 0 0 0.00 #DIV /0! #DIV /01 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 /0! 291 I t PL4 PORTION RESTS ON CONC. WALL TRIB.LENGT a b c TRIB.LENGT a a WALL SEGMENTS b c b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99083- 24_Plan #1872b_(ExpB)_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 281 ' "4I;j PV4 fltf, MIN PLATE NAILING 6 INC O.C. MIN PLATE NAILING 6 INC O.C. 3/1/00 PAGE 10 Z ?— W Ce 6 -J U. 0 0: N 0, W I co IL: w0 g a I I— w Z I- 0, W ~ uj D. 0 0 N: O 1— w w H:— — IL O: . Z , 0 N 0 Z • • L wrrn vil wee Dm As; 1' Mk WOWED IVY MK COVERAGE ALL 610E6 (6) OLACE6. 1 • FOUNDATION SHEAR WALLS I I I I r .1 0 .110•••■••••■■••■■••••••••••■■••■•••■■• r Kappler Architects, P.S. 14311 SE 16th ST. Bellevtie, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ DUJARDIN PLAN #1843B FOSTERVIEW ESTATES TItS DRAWe © CORYRIGI AND tS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Date By 07 1470 61761 11111--- 121111111- 11011CL.-- DeSCADEIX PERMIT 6ET ...• •• • " SEE FOUNDATION SWEAR WALLS FOR ALL CONCRETE HOLDDOUJN5. LOWER FLOOR SHEAR WALLS 1a M.r4 9908324 1 I s EET •� 1.pe : 5908324 ' �• Kappler Architects, P.S. 14311 SE 16th ST. (425) Washington 98007 641-5320 5320 Fax (4 25) 641 5318 (425) 64125) DUJAR DIN Data By Desaptat 01125100 51211 PEAMT SET Ll P LAN 1843B FOSTERVIEW ESTATES MS DRAW IS © coPrwcaireo arms THE txextsrvE PROPERTY OF THE ARCHITECT 0 ij 0 0 r � V' t PI -4 • CRIPPLE WALLS AS RP_Q'D PER GRADE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TOTHE QUALITY OF THE DOCUMENT. MEL- - 1 MAIN FLOOR SHEAR WALLS IM.411100 7 I Ml SEET -24 , Kappler Architects, P.S. 14311 SE 16th ST. Bellevue. Washington 98007 (425) 641 -5320 * Fax (425) 6415318 DUJAR DIN Date By Desaptan 074100 >RJ PER 5ET PLAN #1843B THS ORAWNG IS © COPYRO-ITED AND THE E TE U E PROPERTY EW ESTATES TI A A E C L I�r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. g DUN 1 J. UPPER FLOOR SHEAR WALLS k wrte ' ;: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE_IT_IS DUE TO THE QUALITY OF THE DOCUMENT. MUIR- 24 Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DUJAR DIN Date BY Desorption I �° PEFYUT SET PLAN #184311 . FOSTERVIEW ESTATES THS DRAWNG IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY Of THE ARCHITECT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE_IT_IS DUE TO THE QUALITY OF THE DOCUMENT. MUIR- J I I SEE FOUOATIOI WEAR BULLS FAR ALL CO MTE IICL0000 5. LOWER SHEAR WALLS J FOUNDATION SHEAR WALLS e a h're SYMBOLS & LEGEND PONT LOAD TRANSFERlG DOJI r L PONT LOAD TR/JdYERK+ DO.N W LOADFG HANGER PONT LOAD TR.e...•JERlD DY .GOT!! HOLD 00.14 41tu N2! CESIUM4 04 ,t y . Vl STRAP W Tu 512E D55644110I 10 o BE 5E USED ON FLOCK BELOW 5TU .K1R:ZONTAI. STRAP 5134 5 055(01A1104 O NOICATES BEAM CALOSATla. Wt4 INDEXED r4YBER N.. EMENT O 5uEAR WALL •• TYPE O SHEAR WALL WALL 4504E WALL DELOY 11QIEI IIA.ESS OTEERUSE NOTED. ENG NEERf'Y 410 CALOLATICNS ARE NOT RROVDED N T1.!SE CRS PONT LOAD 5101 450 PONT LOAD 5001 ADOV! W. LOAD ING • • @ MAIN FLOOR SHEAR WALLS eur N•.re SHEAR NOTES LOA 55 -, 61 MICENSELIERIA L SEE CALCULATIONS FOR DESIGN CRITERIA IERA NOTES L ALL S..EARWALLS SMO LF4 CM NE FLOOR PAN ARE FOR WALLS 0 THAT LEVEL. (TTPCALLY S++OLN SHADEDI 3. ANC E IS FOR 5. EARJ141L5(PANEL51 ONLY. UI.ERE PORTIONS Ce WALLS ARE NOT DESIGNATED A5 SHEAR PANELS. NAILS PAY BE SPACED • 16' OCIMIN/ PER TABLE 25.1.0. 3 . 4 •L'M PORTIONS CF WALLS ARE NOT DESIGNATED AS SEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOJ I'*( UBC. REOJIRET1ENTS. 4 • I TIL O STIRS AT ALL MOLD DOWN LOCATIONS. S. SEE MANPACTMR5 R AND DETAILS FCR EACH TYPE CF UCLOOLN. STRAP. AND CONNECTOR FOR PROPER INSTALLATION, 6. ALL 1‘.Y1L1000 OR GYPSJT SHEARWALLS SMALL BE APPLIED HORIZONTALLY CR VERTICALLY ON STUDS, EDGES SHALL BE ST AT CENTER CF STUDS AND BLOODED PER SCHEDULE 1 00 NOT 04ERDRIVE NAILS 5410 5uEAtuNG. 5. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE 10 NAILS FCR DESIGNATED SMEAR WALL PANELS 1441.555 PRE. APPROvED BY THE BUILDING OFfICIAL ROO I FLOOR SNEATI -111 ROC! SMF_ATMINGI 1tA' 055 APA RATED SHEATHING (24 /0). LAY UP WI MNR'BM 1/5' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION, NAILING SHALL BE 5d AT 6' co AT PANEL EDGES AND B' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OG • ALL WSUPPORTED EDGES. ALLOWABLE DIAPMR.4M 5- EAR•150P052.142p.5 3. FLOOR SHEATHING, 3/4' COX Tad APA RATED PLYWOOD (419141 NAILED AND GLUED. AD•ESIVE SMALL CONFORM TO APA SPECIFICATION 4FG 0L PROVIDE TIC. EDGES At L01G PANEL EDGES. NAILING SHALL BE I0d AT 6' oe AT PANEL EDGES AND 10' oe AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAM SHEAR.215seA2.111psr 3. PUT000D SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END ■` 6 t 0 UPPER FI SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPI 42K1roSI. SHEARWALL SCHEDULE 1 f i 1 r PI 11 411 70 7Or R uKK. 7. J0.111 C1GOf 1t1 OalYN 'v.= 01 0 i ;i n aa7 40117110321 'P • OyOI 7lTNT7► SI• • 4$' 435 14a I O' 15d • O' N• CAD ONE SCE NI, • A: 64.4 5A' G1 OE SOS Y • 45' 435 31 Yd I IC 1•d • 10• 62.1 N• OUT TLD SCES 5d 5:5' 1 46 :S' 1•d I I' 6d • 5' G2.4 CR COOLER SIS• • 46' 7C 77a • S' 16,1 • S' YS' (.4.25 TL0 YES NCR 5.1' P•S4 $ an 5 • 45• 30 77d • 5• *a • 5' P1.5 515' • 4' N• I.d • 5• Wd • 5' R.4 3.5• • 32' 7' Kd • 4• 6d •4' VW OSD pi, 3. CNE SCE 54 *a •3• *a• 3' PI•315 "-USE 3. STUD5 PANEL EDGES PI•3 USE 3. 57105 5 • 5' m120.6 17) ROUT 1(•' OSA 150 5055 P7.4 STAGGER YEATUS0 X4451101/ STtDS • S15' • 4' 435 CLIS •T' lid • 4• 541 • 4' STAGE4RED PANEL EDGES DOL. R71 P7•) Sb• • O' 135 CLIPS y' T Ud • 3' Ya • )' STAGGERED 151.4 SOAR)SIDSG lid 515' • 45• 3' Y.a • 5' lid • S' r o^Rr TT. - PONT LOAD ACTT 4BC POM LOAD FROM ADON4 UV LOADING PONT LOAD TRANSFER POINT LOAD TRANSFER .LAGER PONT LOAD TRANYER , .OLD DOW WTW WI COGNATION +/ERICA. STRAP USA SIZE DESONATCN 'O CE L6W 04 FLOCK BELOW •+C•RIZO4TAL STRAP 4TW S:.'3. 055:0K41104 •'CICATES BEAN LALGL4TICK 151.4 1•OE320 NJ•BER N PjRp - jT CP SAAR WALL s• TYPE O 5N54R WALL • //A L ABOVE 1= WALL BELOW MESS OTI4RWSE NOTED. ENGINE ERN* AND AT,4•A A'. 407 + • N S •RALIPG6 i 12E4v,N3 r eaim l SEE CALCULATIONS FOR DESIGN CRITERIA StdERAL NOTES L ALL 5• 5•I0.N ON TWE FLOCR P.A4 ARE FOR WALLS ON TWAT LEVEL. (TTPICALLY S.:W/• SuADEDL 7. A:CWCRAGE IS TOR swEARDALLUPANELS1 ONLY, W.ETL• PCRTIC•1 OF WALLS ARE NOT DESIGNATED W SEAR PANELS, NAILS MAY BE SPACED • S IN) PER TABLE 734.0. 3. WERE PORTIONS OF WALLS ARE NOT NATED AS SWEAR PANELS TNEN SWEAR DETAIL It APPLY. FCLLOU MN. UDC. IECUIR !TENTS. 4 . PROVIDE 140 STUDS AT ALL UOLD DON LOCATICKS. 5. 5E5 NAN;FACTIMRS Fe0.110EPIENTS AND DETAILS FCR EAC• TYPE CF WOLDOLK STRAP, AND CCNFLECTOR FOR PROPER INSTALLATION. 4. ALL PLYWOOD CR GYPSU'7 S.4EAR114LLS WALL BE APPLIED I RIZCNTALLY CR VERTICALLY ON STUDS. EDGES 5.4453. BE STA{C.•EFED AT CENTER OF 513.05 AND BLODCED PER SCMEDILE 1. DO NOT OVERDRIVE NAILS INTO 54EAT44NG. 5. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS WLESS PIM•APPROVED BY TWE BUILD/ST. OFFICIAL IN FLOOR SHEAR WALLS TLur Lrr.� SF R NOTES ULE55 OTLEC15E NOIED J B(20 4 FLOOR SHEATHING ROCF SWEATWNG: 1/15' 0S9 APA RATED SUEATU•• (74/0). LAY UP U1/ MNI1 VS' CLEAR BE7ILEEN PANELS TO ALLOW FOR EXPANSION, NAILING SMALL BE Sd AT 6' oc AT PANEL EDGES AND 17' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 7A' OG • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPW441 SWEAR•I650•DE7.147p.1 7. FLOOR SWEATWING, 3/4' CAN T C. APA RATED PLYWOOD (4304) NAILED AND GLUED. 40 SMALL CO'FCR:'1 TO APA SPECIFICATION AFC. 05 PROVIDE T4(. EDGES AT LONG PANEL EDGES. NAILING SMALL BE 100 AT b' oe AT PANEL EDGES AND 0' oe AT NTES"IEDIATE SUPPORTS, ALLOWABLE DIAPIIRAM SUEAR•715/0E7.f11p•r 3. PLYWOOD SMALL BE LAID IW FACE GRAIN PERPENDICULAR TO SUPPORTS AND END J P ' UPPER FLOOR SHEAR WALLS $ 455 JNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 8 s z F�1 co TITLE oe ma • 9705.174 1997 UBC SHEET S3 9908324 ce 0 0 ' CD WW .1 W 0 g a i F_. W z � F z I W U 0 F- W W I U U. W Z co P 0 F- Z Kit Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: f r ' f y :; F J August 18, 2000 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. ti p21�'t. 0.20.1 ir."E, 8 z,3 /e4149 14311 SE 16t(i Street . BeCCevne, 'WO, 98007 1.800.888.4517 • (425)641.5320 . fax: (425)641.53i8 www.kapy Cerliom eplans.com your ioillplete I1 e F' a 11111118 resource Sincerely, J : Kappler President /1,p z W c) 0 N 0 co w cu N u. . w0 g 1 CD = d . z H- 0 : z H UJ N ° 01.- w w u'0 .z O z - - -- - fosview • sftM4ve Gary Bumstead Dujardln Development PO Box 1059 Snohomish, WA 98291 RE: Hold Down Clarifications -Cripple Wall Situations Ali (appler Home Plans for the Fosterview Plat r Dear Gary: ,\ )0. .. �4 i � r `1 :1 � . if I II I I.' ill j'1l , .' Ii I' ill, p I,i II If September 26, 2000 Per your request, our office has investigated the hold down condition as it relates to ,cripple wall situations. Our drawings designate a hold down in the concrete stem wall at the end of certain shear walls. This hold down is specified as an STHD14 or an STHD14-R.J. In some situations, due to the cripple wall, this strap does not reach up through the floor joistand 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, 1. We have reviewed all of our home plans, , and the maximum load at the STHD14 hold down is just under 2600 pounds. Above the STHD14 connector, install an AST6236 strap. This strap will connect the cripple wall stud to the main floor studs directly shove 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. Should you have any questions or comments, please do not hesitate to call. z w UQ w J � CO U. w O 2 u_? = w I— _ z I - � Z ~ ui 2 o O N 0 t-1 w u' O ui z U = O ~ z ACTIVITY NUMBER: D2000 -071 DATE: 3 -6 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1843B SITE ADDRESS: 13400 42n AVE S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Z58 Building Division A'P 3 -ui.o Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7 Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division I I Permit Coordinator U DUE DATE:3-7-2000 Not Applicable No further Review Required DATE: DUE DATE 4 -4 -2000 Not Approved (attach comments) I I DATE: DUE DATE Not Approved (attach comments) DATE: J.. Side Elevation Rear Elevation Side Elevation e 1 r Garage 18'5''x25' 0' TO © oorvnanr u61) WORK h- ,1 ,I 1 ES - � � _r ; Nyii : 111 !88U I ll �� � - . I ♦_I_uiuI � i r � , 1 .� ' ' f fi r.. � llil f i ► a� �, 1 ; 11111111 hIiIl !111 U$ii Illlillll ill 1 , i i• , DUJARDIN PLAN #1843B FOSTERVIEW ESTATES Storage Office 11'0'x4'9' Lower Floor Plan Kitchen Dining 11'0'x10'0 32' -0" r. l Porch 14'6'x6'0' (o) carmen UNPUOUwID wow M KAPPUR ASSOCIATI S M OICITCTs Foyer Living 12'0'x11'0' 1 Family 15'4'x12' UP Main Floor Plan t \ so, \ Ss.' ;7'4 SEPARATE PERM(T RR UIRED FOR,; t- �}t CHAN$CAL L ECTRJCAL PLUMBING 1st f AS PIPING CITY OF TUKWILA BUILDING fi SQUARE FOOTAGE MAIN FLO"R 835 SF UPPER FLOOR 866 SF BASEMENT 154 SF TOTAL 1855 SF SQUARE FOOTACsE IS MEASURED TO Ti-IE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE N CALCULAT'ONS OPEN TO BELOW SPACES AND GARACsES ARE NOT INCLUDED IN CALCULATIONS. j ? © Douai INT UNPUIU iD WOW KAPPUNI AP ON11CTS PA _ d-JJ Fri ??4'& 1 # Ib�F3P� " x5' ; ;,,s. - apgror.as a'e Su ofr f5' an: or-,_ adopted cote of s arrr: Rapt of con- tractors copy of approved pans aciccoseeeciged REIONS NO CHANGES s g THE SCOPE OF WCRK W THE TO l' PROVAL OF LA RHO E0l;; * G PR C� MOTE PEvr` s N PEO A PdEN p A • t`J CHAT v.:w AJ:., F tl F z.: F.__ 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 & GARAGE 637 SF BUILDING SECTIONS DECK / PATIO 117 SF Dl. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE CITY OF TUKWILA APPROVED APR 0 4 2000 AS NOTED SUILDIifG DIVISION 8 f1 F z H W � m^ W en O = r W cr 1 Z •Q � Z w 1- a 8 0 0 c: 00 Nt rA 0 tom C� 0 •�� t3 _ o � co V 5 cC swee L7\ 4- TITLE • oB NO 99083.24 RECEIVED L SHEET CITY OF TUKWILA MAR - 2 2Oth COVER PERMIT CENTER SHEET Upper Floor Plan C D2,000 () I • I ur Al SHEET I JOG NO, : 1997 UBC I K appler Arch i P.S. �tect . 14311 SE 16th �T. Bellevue, Washington 98007 (425) 641 -5320 * ax (425) Fax � \ STANDARD Date By Desorption ,-��- � i \ 1 �t J ' THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION 1997 UBC. THIS DRAWING IS c COPYRIGHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT n w umAt OMDWGSWIASTERSVREF\ATWG REVISION DATE: 08/12/99 1 11 1 1 Iwo tit! 6 4i . lig :. 31 r a N � r > It - -rp� ."0 5"� v > a' 1 il l iki t at i lialloal 11 Nip!, 9 O t5!; ti 0,, ill ;i vi:i i 1 44 ;a 1 If Z4 ,.t5q 41 , !; 7 1 i R;�i 1g 1 1 I a 4 If 4 1:1 11 ; ti TRIm � Qn 1 p�1,�' 4. _ 11;1111111 1 ij a ,1 Lel t i h i !f =i Pt i R 14A li 1 ' ; i 1 t tii- a u air J h 1 :6 1 1 !li fa it q 4 i sil ! ` 141 q ii 19. if $ z a d t� r N 104 ?flit till 4; If ri = r . I sa of ft i i s g r3 yyr '11" i s Iry w A QA �� ;---41 : ;# _: ! 01 ;444 OH' :4= g � b y mf t Ej _ Au j j , q[j j aJq 1 1 6 i f :0 i Phi I bi li1 i pli r, ! ! • e g I.! Mit r 'ii i f ' RI IS I g s 4 a a 6 - 1 g� � 1 < n Q i c w s f , 0 h t V o O c M w r �T i ffif! tlarr 4 1-411 w� a g 1 pi t' A' t g IMILTI2R 41'1 ''' s 44; 1111:114PIAll P4flif HI ij $ ; 1h4 161. g ir 6 01 if; 41 $1101 l ' 6 fl .3 _ i ¥ � 1 St i� = St : w 0 if ; IC 1 1 " ff `g 0 fl 1 ; 11 !i! a _ %s- -te. 0 1,r il 1 j la i 1 1 i! I a i ; 4 la ' yl u wi . - 7 - nor N 1 414:4 ill ,o Fl. a =s I gi w 4 ! Pt! i t ...-. • i sssa ii;ii ;g ft 1: !Il 1 I a W it pti -4. la 1: : i! i I iff!P.0 14111 1 it I 1 !; U Kt 4 01 41i4 1 il; li OO N iiag = 4 414a I I!! ,i 5 z i ” 10; g.g7 i gQ p i 165= i ji at - 4 I z1:1011 1 1 B w 6 Q I it ifq ir; 1: r IF '1 ft 1 01 Igi ti ii fr li li I JP t,,,. 4 i la , i 1fQ 6U 11 ii 4; a i ff I i if Is tepn oa 1 . 0 11 14 16 Will 1 s s 4ts • i !II I a a a S I ii ft! M ^7 !au iii i i1.4 0 ill!! : I t ; I r(r. ill ff WI VI ' 14 0 ii gii 1 1.1. il 1!4: � u Q 6 lip lifitipill ;Jig aNI i!,igli lilt 1 1 ;;ii fli g ila i m t6� 1! 5 1 41 s )1 I i Ow t r uoildrxec I 13611We3d 1 W 66/90/tl PLAN #1843B FOSTERVIEW ESTATES THIS DRAWING IS d 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 ME ,C8 IC 9908324 r k SYMBOLS AND LEGEND !1 FAN- DIRECT ANT TO OLTSRDE - BATHROOFIS1- AUNDRY gp CPP1 K1T Imo .FM M!K - 16.OLE ++OUSE FAN IOC 0 mot VTOs ▪ WKOLE ►SOUSE ExNAL ST FAN CONNECTED A 24 N+OUR T!r 1ER - 10D C R1 MN. "TO © RERrO6'AT • S0' ADOvE FLOOR l!i Mmv Sr10KE DETECTOR PER uOC & TN1 BATTER' BACKUP INTERCOWECTED 24 HOUR 'R'*ER TO WHOLE HiOUSE =AN MECHANNCAL PLtrIBNIG ANC ELEC '41CAL SYSTEM FOR JiRTS PER C v 6Jb SEE SHEET At A f#CNADE 6' DIAMETER FRESH AIR INTAKE MOM OUTe4DE TO RETURN AIR PLEW"' AT RJ11 E fJITH MOTORZED FLOW DAR`1P'EFIS 6. PRO VIDE TI•EWAL ExPANS4 4 TANK AT WATER NEATER C. STRAP WATER ..EATER TO FRAPIIPG TOP ANC EO ^Oh: D afeCv'DE PRESSURE RE_iEF L4•E F._J- ED TO Ck.r5iDE FOUNDATION /LOWER FLOOR PLAN e4I.1s 1 GENERAL FRAMING NOTES I FOUNDATION KEYNOTES 1 CONCRETE STET'? :a ...L. 8• .JIBE W! H ""!IL 5•x -. I FOOTING. SEE DETAILS FOR ADDITIONAL 4•FOFdw.4TION SEE Div 3 SHEET A -; CONCRETE STEM WALE 6' W'DE WITH 1-TR, 12'x6' FOOTING. SEE DETAILS FOR ADDIT'ON& INFORMATION SEE Div 3 SHEET CONCRETE ►AB ON GRADE SHAD BE 4' TI= CK STEEL TROWELED FINISH, yi 6x6 U.4xWl.4 ULF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROvIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET A -i bxb POST ON C1566. 1' ABOVE SLAB ON 36'x36'xE' MAT FOOTING ON SOLID SUBSTRATE WI 4) •4 BAR EAC.I WAY SEE DIv. 3 SHEET A -1 CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIv. 1 SHEET A - ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • i6' o,c UNA. i4' MIN STUD LENGTH PER UBC SEE Div. 6 SHEET A -! 4xI0 BEAM LINE. MIN. • CLEARANCE FROM CONCRETE AT END OF BEAMS SEE D!': 6 SHEET A - 4,4 POST (SCAB POST AND BEAM WITH 2x4) ON 90• FELT ON MAT FOOTi> s ;JN.O PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOoTING PER DETAIL 16/DI. SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE Div. 1 SWEET A -I ELECTRICAL SERVICE: PROvIDE (1) 2 VZ' SCHEDULE 8(z, PVC CONDUIT FOR ELECTRICAL SERVICE AND I) 518'x8' LONG CsAL.vANIZED ROD FOR ELECTRICAL GROUNDING. SEE Div. 16 AND VERIFY UJ/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAG. ETC. AS REQUIRED 18'x24' CRAWL SPACE ACCESS. INSULATE AND U.EATI-4ER STRIP. SEE Div. 010022 SHEET A -1 .2 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. 24'X24'x1' MAT FOOTINGS ON SOLID SUBSTRATE WI (2) •4 EAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/Di 30'X3 "x1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR IS STRIP FOOTING PER DETAIL 16/Di 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE WI ( 2) •4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc FP -2 C FP -3 FF -4 J FP -5 , FP -W J ( FP -1 ) • (FP -8 -9 I ( Fp- 10 ) t FR -11 ( FP -12) ( R° -13 tFP -14 t FP -I5 [FP-le) E. FP- 11) FLOOR JOIST ll SEE Div 6 5i-EET A -1 (FP-I91 4x8 BEAM LINE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIv1SION 06100 SHEET A -I PROVIDE SOLID BLOCKING THRU JOIST SYSTEM TO PROvIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I l FP -21) MIN. I' CLEARANCE FROM CONCRETE AT END OF !SEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE FP -22j IFP 23 I SEE COvvR SHEET FOR ALL GENERA. NOTES AND RECLARIET+BNTS 2 SEE TYPICAL MATER!A S LIST OR . SECTION SHEET 3. SEE COr1ER•J4-EET FOR A.. NOTES ANa REQUIRE1ENTI5 CONCERNING MECHANICAL PL USING ANC ELECTR' VAL 4 '1@JSS DES.Ci'. BY MAN,. TRJ36 PLAN S'4 AlI 19 FOR GENERAL LAYOUT ORAT SEE D • ✓ b free 6NEET A - TRU66 LOADING SEE DN. 910001A SHEET A- - TRUSS SPA! PER FLOOR PLANS - '+2J56 TN-PE PER ROOF FRAMING PLAN $ ROOF FRAMn.Cs SPACING. 24• o UN 6 ROOF PITC.:- EXTERIOR PER E-EvATION I TER:OR PER SECTION. 7 RAFTER TAIL 2x4 ( tERFY S ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. S AL_ NEAGER5 ARE 4x;0 DF PROVIDE c i' TRiI" ER STUD UP - 0 4 -0' SPAN AND (2) T1RR't'IER STUDS O+'ER 4 -0' JN O SEE D!V. 06100 5.1EET A - 3' DIAMETER STEEL POST FP -24 EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD PROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOU.N POINT LOAD TRANSFERNG NOW */ 114G C APPROVED HANGER p p POINT LOAD TRA NSFERED BT'' K1GK6127OQO AS NOTED • 1 STxx HOLD DOWN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW — HORIZONTAL STRAP WITH SIZE DESIGNATION Q INDICATES BEAM CALCULATION WITH INDEXED NUMBER FLIT nM'C !" 1,!L`fV EXTENT OF SHEAR WALL TYT`E OP SHEAR WALL Y- - - - - "Z WALL ABOVE allEEEM WALL BELOW MOIL UNLESS OTHERWISE NOTED, ENISIP.E RING AND CALCULATIONS APE NOT PROVIDED IN TFeiaS DRAWINGS. 4. t SHEET A2.1 99083.24 CITY OF TtJkWILA MAR -221ie r • MAIN FLOOR FRAMING PLAN 1 GENERAL FRAMING NOTES 1. SEE CO S•IEET FOR ALL GENERA- NOTES AND REOIJAMPINTS 2 GEE TYPICAL MATERIALS LIST ON SECTHQd 3- SEE C.o0ERI3rEET FOR ALL NOTES AID REGUIREP ENTS CONCERNING 7 ECI4ANC AL. PLUMING. AND ELECTRGAL 4 TRtSS6 CESiGN By M.4MF TI<N66 PLAN SwOu.N 'S FOR GENERAL LAYOUT Oli bEE D b 100 SI EET A - t - TRUSS LOAD?G SEE DIY 'A SHEET A- - TRUS6 SPAN PM FLOOR PLANS • - TRUSS TYPE PER ROOF FRA/114G PLAN 5 ROOF 1 1eAMAHG SPACING. 24' of UNO b . ROOF Pi TON EXTER PER ELE vATION INTERIOR PER SECTION T. RAFTER TAIL 2.4 vERIFY b ROOF TAIL ANO RAKE OVER)-4ANG PER ROOF PLAN t. ALi .EADERS ARE 4.10 DF ! uNO PROVIDE ; I:. TR7 I-ER ST.D LP TO 4' - 0' SPAN AND (2) MI S;Lc G"ER 4 - -0' UALO SEE Div. 06100 SHEET A- I SET 1 FRAMING PLAN KEYNOTES ( F ( F-2 3 F -4 ) F -5 (.F-C, J ( F -� ) ( F -8 F -S ) ( F -10 ( F -11 ) ( F -i2 ) ( F -13 ( F -14 ( F -15 BACK FRAMNG AND SOF=IT AREA AS REQUIRED TO ALLOW FOR WvAC DUCTING SEE C'v15 SHEET A- RAKED PONY WALL ON TOP OF _OWER ROOF FRA"1MG MEMBERS SUPPORTING UPPER ROOF FRAMING :E:ISEIQS. ALIGN EDGE OF JOIST WITH FACE OF WALL • ALIGN INSIDE FACE OF BEAD^ LATH OUTSIDE FACE OF WALL UPSET - BOTTOM OF aEAM EVEN W/ BOTTOM OF JOIST AND TOP OF SEAM EXTE1 UP ABOVE JOISTS TOP OF SEAM IS FLUSH WITH BOTTOM OF JO +ST WITH NO TOP PLATE. CUT ADJACENT FRAMING ITEMISERS INTO SEA:' FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE DI 01002 SHEET A -■ ROOK JOIST - SEE SCHEDULE DWG. SEE DIv. 06400 SHEET A -I SEE ELEv4TiONS AND SECTION$ FOR PLATE 4-EIG$1T PRESSURE BLOCKNG SEE DI v. 06100 SWEET 4- U44 - BOTTOM OF BEAM EVEN Wi BOTTOM OF JOISTS TOP OF BEAM FLUSW W/ TOP OF JOIST AND SEAM EXTENDS DOLN EELOW JOISTS TOP OF SEAM 5' BELOW TOP OF JOIST TO ALLOW FOR HvAC OvER BEAM AND BEAM BUMPS DOWN BELOW JOISTS 2X6 OVERFRAf ZING • 24' OC 2X6 CEILING JOISTS . 24' OC CITY OF TUKwl1A APPROVED APR 0 4 2000 AS kJfEO SYMBOLS & LEGEND STxx POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRAN'SFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOUN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO DE USED ON FLOOR BELOW HORIZONTAL ST1tAP WITH SIZE OESIGNATION INDICATES REAM CALCULATION WITH INDEXED MJ18ER -- EXTENT OF SWEAR WALL TYPE OF S1EAR WALL "T WALL AIBOvE MINIM WALL dELOW NOTE: UNLESS OTHERWISE NOTED, ENGRIEERING AND CALCULATIO AIlE NOT mpyIDED W' T 1§E ORA1SINGs .■. 4 • f • a CD 8g N- C) O OD 0) C O 0 0 0) co Q) a) m co L( N x cd LL TITLE J:8 N0. 9906324 SHEET A2.2 9908324 CITY OF TUKWIU MAR 2", PERMIT CENTER • • GLAZING CALCULATION TOTAL SF OF HOME _ 1855 SP TOTAL SF OF GLAZING 22033 SF TOTAL % OF GLAZING 11.8 % SF. lb CALCULATED USING THE REQUIRET'ENT6 SET FORTT N THE WASHNNG'iON STATE ENEFG' CODE REFER 'O ADDITIONAL DOCJ'ENTATION TO SUPPORT METHODOLOGY OF Ct r 1 2' -3 I/2' II' 6' -5 I/2' O Kitchen VINYL ( P -12 n' -3 V2' B' -3 1 /1' • — REFER Dining 4 cRPE r 12' SQ ID COLIJ'N9 OVER 113' SQ. Itp. BASE 36' NIGH TTP. /3) PLACES 1' -2 6' -II 114' Covered Porch I6' -6 U2' • Patio CONIC 5061066D P_4 Nook VINY I DESK 2' -1'I ( P -12 ( P-9 12 4' -I0 I /4' • Ent HDWD ( P -4 SYMBOLS AND LEGEND ! FAN- DIRECT VENT TO OUTSIDE - 15ATiaEO011S/LAWItY 50 C Pio t - K.:Tc..er. > _ owl rN. -WHOLE NOUSE FiAN WOO Cii'1 1°t1t~1 vT06 ul A 2 4 No TrE - 10 FAN vTo © THERMOSTAT • se- AeovE FLOOR O Nov SMOKE DETECTOR PER UBC ern. BATTERY DAQQJP INTERCONNECTED 24 HOUR TP-IER TO W140LE HOUSE FAN P -12 ) 1 P -I2 I' - 0 1/2' 5 1/2' f E - VE 9 80x Cl1T FOR 6 P -19 1050 AN dB' HKsN SIB' HKsH HALF WALL 2.6 WALL RETURN AIR DN GLG TO BOTTCI1 CF STAIR 6.6 POST UP 14R .111111111 1 67 El is 1111/1/1111Iiinni ) 13 -1 I/2' 2x6 HALF CARPE: 12' -II' / OPT WALL 1 PR OF 211 DOORS wt OPT. DEN 110' -11 i/1' 12' MAIN FLOOR PLAN 6' -II' P -16 1'-6' DOWN TO GRADE PECHAN!CA PLUM151<s. AND ELECTR.i f ETSTEr FOR ' NY •@! C i v. 6J6 SEE Seer Ai t � A PRiOvIDE 6' DLAITETElR FRESH AIR WAKE AtiLIM cursive TO RETURN Al R PLENA' AT R/RNACE WITH MOTORIZED FLOW DAPI E1e. B. PROv?DE TIER►1AL EXPAN6s004 TANK AT WATER HEATER. C. STRAP WATER HEATER TO FRAMNG TOP AND BOTTOM. D PROVIDE PRESSURE RELIEF LINE °LLJ - `BED TO OLTSIDE I' -6' 1 / P-4 iA i I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -1 P -2 P -3 C P - P -5 P-6 ) P -1 ) l P -8 P -9 P -I0 P - ) ( P -13 ( P -14 rP -15 (P -11) (P -18) C P -19 ) P - 20i ( P - 2I P-24 L IEEE COVER SHEET POI! ALL GENERAL NOTILs AND R1EWNEPQ1'5 :2 EMERG" AND AAR 4MILITY 114F01 SEE DI. n SHEET A -I 3. SEE Ckii.DNG ELEvATION FOR dINDO• OPERATION SEE Div a SHEET A -' 4. SEE TYPICAL MATERIALS LIST aH SECTION SHEET 5 !'EE Cava* SHEET FOR ALL NOTES AND RECUIREMENTS CONCERNING " ECHANtCAL PLJ"'IdP'I , AND ELECTRICAL 1 OC.CIPANCY SEPARATION: t APPLY ; 1 LAYER 5,8' TYPE 'X' GUMS. TO ALL WALLS AND CEILINGS. OF GARAGE SIDE FROI - ! FOUNDATION TO SHEATHING. ;LRAP POST AND BEAMS- APPLY (2) 'LAYERS TO TTaJ56E5 AND TJ I FLOOR JOIST SEE Div. 01002.5 SHEET A -I 13/9' MIN SOLID CORE DOOR YJI SELF CLOSER , TO BE TIGHT FITTING SEE DIv. 01002.5 54EET A -! STAIR AS6EF1SLY NOTES: PER UBC SECTION 1003 A 1- EADROCM MRr 6' -8' WIDTH MIN 3 -0'. 8. TREADS 10' MIN. DEPTI4, RISERS 8' f SAX. 4T- C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. H4ANDRAIL I LI' MIN, TO 2' MAx CROSS SECTION DIMENSION AND i 1!2' 'SIN. CLEAR FROM WALL. RETURN RAIL ENDS. D . INSTALL FIRE BLOCKING AT STRINGERS TOP ANp SOTTOM AND ADJACENT WALL:3 E. COVER USABLE SPACE WINDER STAIR LI/ 5/8' TYPE 'x' GilAB (21 LASERS • CE'LING AREAS. F. INTERS - EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' 5ETilI a. BALUSTERS. SEE DIv. 010026 SHEET A -I SAFETY GLAZING PER UBC SECTION 2406 A tIINIDOUS WITHIN !8' OF FLOOR E. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv 08800 SHEET A-1 EGRESS WINDOW PER IBC, SECTION 310.4 SEE DIV. 08600 SHEET A-I FOR GA5 FIRED APPLIANCES N GARAGE TO DE 18' 1-11N, ABOVE TOP OF SLAB. SEE DIv. I5 SHEET A -I COVER WALLS ADJACENT TO TIES AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE Div. 09250 SHEET A -I (21 LAYERS OF FLOOR SHEATH -'LING OVER FRAMIN. 8' MAX. RISER WITH 10' MIN. ARIA IF MORE THAN (3) RISERS. 4ANDRAIL REQUIRED PER USC, SECTION 1004 °,MEET A -I I8'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIv. 010022 94-EET A -1 22'x30' ATTIC SPACE ACCESS WI 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LIE WALL LINE A15OvE WALL LINE BELOW FIREPLACE ASSET -SLY NOTES A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COMFORTS TO UBC REQUIREMENTS. SEE Div. 0002A SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE Div. 010028 SHEET A -I C. HEARTH 54-FALL CONFORM TO UBC REQUIREMENT SEE DIv. 01002.8 AND 9 SHEET A - I D 518' TYPE 'x' GWB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS J AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING6. . '8' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -I • PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA CITY Of TUKWILA APPROVED INTEGRATED MAKE UP AIR 24. STUDS W/ R -19 INSULATION. J 4 2000 AJ rcjILU SUILDtkG DIVISION SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR BASEMENT TOTAL 835 SF 866 SF 154 SF 11155 SF GARAGE 637 SF DECK / PATIO 117 SF SC JARIE FOOTAGE IS MEASURED TO TIE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND I Fs6 ARE NOT INCLUDED IN CALCULATIONS. m 8 z ti rA U w H E 5 4 C c k w t C.J C - )( gel rn w '~ .Q W z 0 9 n ' O ▪ Q O cad' C C . c L N V w Elk W C) ▪ m CL CO I CU U- TITLE JoB NO. ' 9908324 PERMIT °ENTER • • 7 1 UPPER FLOOR /LOWER ROOF FRAMING PLAN 1 F -8 ALL FLOOR JO15T ARE: Ti 1 / 8' TJ ISO's • 192 o c SEE DIv. oboe FRAMING HERE ASTART 1 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES t F-! ) F -2 F -3 t ALIGN EDGE OF JOIST wFTL FACE OF ALL ALIGN INSIDE FACE OF BEAM ;UTw OUTSIDE FACE OF WALL UPSET - BOTTOh1 OF BEAM EVEN W/ BOTTOM CC JOIST AND TOP OF BEAII EXTENDS uP ABOv£ JOISTS TOP OF BEAM IS FLUSH WITH BOTTOI -, OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING ME1'IDERS INTO DEAM FOR ADEQUATE SUPPORT ATTIC SPACE vENT SEE CALCULATION SEE Div. 0(01x2 5HEE7 A FLOOR JOIST - SEE SCWEDULE DWG. SEE D. v. 06100 SHEET A - SEE ELEVATIONS AND SECTIONS FOR PLATE HEl•-iT PRESSURE BLOCKING SEE D!v 06100 SHEET A -1 FLuSN - BOTTO - I OF SEAM EvEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSw wi TOP OF JOIST AND BEAM EXTENDS DCUN BELOW JOISTS TOP OF BEAM S' BELOW TOP OF JOIST TO ALLOW FOR 1.4/AC OVER BEAM AND BEAr SUMPS DOUN BELOW JOISTS 2X6 OVEIIWF'tAMING • 24' OC f F-4 F - F -6 F' -1 F -S j l F -9 F -I0 F -11 F -12 C F -13 t F - 14J ( F - 15 4. ! i tfry 4", 5Txx 2 eee COVER SHEET FOR ALL GSE1tk._ NCTES AND 2 SEE rrP1CAL MATERIALS LIST Oli SEGTIGN SHEET 3. SEE COvEIISHEEE FOR ALL NOTES ANC IIE:Q/rRENENts CO RNp,IC1 I"ECH M CA PLw8,s: AND ELECTRICAL- 4 muse DE6404 D'I- MANtF TIBt36 PLAN bw0{1N IS FOR GENERAL LAYOUT OILY !'SEE DIv 6100 SHEET A -1 - TRUSS LOADING SEE Div. OIDOCIA swEET A -' - TRUS6 SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN ROOF FRAMING SPACING 24' cc. UN_O. ROOF PPTQ -l- EXTER1cR PER ELEVATION INTERIOR PER SECTION 1 RAFTER TAii 2 2x4. vERIF' 5 ROOF TAIL. AND RAKE OVERHANG PER ROOF PLAN. s_ ALL 1'EADERS ARE 4, IPi DF 'I UN .O. t 11 TRR -rE:R STUD UP TO 4 -O' SPAN AND (2.) TRIT -IM£ie 5 T .JCS OvER 4 -0' uN.O SEE Div. 061Qe SHEET A - I BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR ►a VAC DUCTp�iCs_ SEE DIviS SHEET A -1 RAILED PONY wALL ON TOP OF LOWER ROcF FRAMING METIDER5 SUPPORTING UPPER ROOF FRAMING MEMBERS 2X6 CEILING JOISTS • 24' OC CITY OF TUKWILA APPROVED APR 0 4 2000 AJ riILD POINT LOAD FROM ABOVE nnnstaki SYMBOLS & LEGEND POINT LOAD FROM ABOVE w/ LOADING POINT LOAD TRANSFERING DOUN POINT LOAD TRANSFER!NG DOUN W/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOW WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO DE USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES !SEAM CALOJLATION WITH INDEXED NUMBER !•TENT OF SHEAR WALL TY"aE OF F+HEAR WALL �-- -- - .t WALL ADOYE WALL BELOW r4QTZL UNLESS OTHERWISE NOTED, ENGrIIEERR421 AND CALCULATIONS APE NOT PROVIDED M TI-elbe TI-e6 DRAWINGS. t • z ti COT aline CI) 14k J06 NO. ' 0006324 SHEET a 9908a24 MAR 20r PERMIT CENTER SYMBOLS AND LEGEND ® LAN- t)411 GT VENT TO C71JT•DE - BAT SO CF+ Mit - « !TC•IEN ICID ORA MIN. - IiWOLE HOWIE FAN 100 CR1 MINI vrre NOM ExHALAST FAN CONNEC 24 MO R TIER - 100 CPI MJNrtM & Vip © Ti4Eilmo6TAT • 50' ABOVE FLOOR 110v SMOKE DETECTOR PER UDC MTN RATTER'' BAOCF T 24 -O R TIMER 1ER -0 uAHOLE HOUSE FAN MECHANICAL. PL s. AND ELECTRICAL e•e111?'1 FoR'ogre, ret D(v dx SEE S EET AJ FURN A PROVIDE G' DtAMETER FRESH AR WAKE F190 G JTe1DE TO RETURN AM !L MS AT Raw Acz UlTH MOTORIZED FLOu DAMPERS D. PRO^vIDE THERMAL EX IANiS+ON TANK AT EATER 14EATER. C STRAP WATER HEATER TO AeAMI TOP AND BOTOM-? D PRPviDE PRESSURE RELIEF LSE P'I.ureec TO OUTSIDE ' i 7.' 32'-0' r 3' -Il 1/2' A -1 VRJf M. Bdrm. CARPET 10' -0' W.I.C. -� CARPET 2x6 WALL. FOR RETURN AIR Bath VNYL CA O ( P 2x6 WALL FOR B -VENT 1' -3 ir2' L L J J ROOF LNE PLOW 1i2' 8' -4 112 n' -6' ii UPPER FLOOR PLAN a'-0' 6' -0' 7 I GENERAL PLAN NOTES 1 I FLOOR PLAN KEY NOTES P- ( P -2 J ( P -3 ( P -4 ( P -5 ) LP -6 ) ( P -1 ) ( P -8 ) ( P -9 (P - 14D ) ( P -II ) (P -12 ) ( P -13 ) � P -14 � P -15) (P -I6 (P C P -I8 (P -2I) (P -22 P - 23 P -24 ) L SEE CP,AIR 504EET FOR ALL GENERAL NOTES AND INECUIREMENTS 2. ENENG'r ANC QUALITY .FOR-.AT.ON SEE Div r SLEET A -I 3- SEE BUILDING E•.EvATIONI FOR WINDOW OPERATION SEE DIv 6 5-EET A -' 4. SEE TYPICAL MATERIALS LIST ON SEGtION SHEET 6 SEE COVER SHEET FOR ALL NOTES ANC REQUi1Q - NT6 CONCERNING *'REc 4AN'CAL PLUMBING ANC ELECTRCAL OCCUPANCY SEPARATION. APPLY ( I) LAYER 6/6' TYPE 'x' G. - O ALi VAALLS AND CEH-NGS OF GARAGE SIDE FRpI'1 OOIWATi O N TO 544EAT14ING. WRAP 1 .0ST AND BEAMS. APPLY (2) LAYERS TO TR.4a5E$ AND TJ. FLOOR JOIST SEE Div. Oi0023 5+-EET A -1 1 3!8' MIN. SOLID CORE DOOR ti4T1-4 SE,-F CLOSER TO eE TIGHT FITTING SEE Div. 010023 SHEET A -1 STAIR ASSEMBLY NOTES PER UBC SECTION 1003 A +-EADRDCf9 MIN. 6' -8' WILTH MRv .' - 0'. D. TREADS 10' MIN. DEPTH, RISERS IS' MAX. HT. C HANDRAIL M111 34' TO MAX 38' A ievE TREAD NOSING. HANDRAIL •. L2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND ' 112' MIN_ CLEAR FROM WALL. RETURN RAIL ENDS - D. INSTALL FIRE BLOCKING AT STRJhYsERS TOP ANC BOTTOM AND ADJACENT WALL( S'). E. COvER USABLE SPACE UNDER STAIR LW 5/8' TYPE 'X' G1UP3. (2) LAYERS • CEILING AREAS. F. INITER 'EDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01002b SET A -I. SAFETY GLAZING PER UBC, 5ECTICN 2406 A. WINDOWS WITHIN 43' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUds AND SHOVERS D. GLAZING N DOORS E. WITHIN STAIRUELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIv. 08800 SHEET A -1 EGRESS WINDOW PER UDC, SECTION 310.4 SEE DIv 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MN, AROvE TOP OF SLAB. SEE DIv. 15 SHEET A -I • COVER WALLS ADJACENT TO TUBS AND S4-401UERS WITH NON- A$SORDENT MATERIAL TO 10' ADOvE DRAM INLETS. SEE DIv. 09.250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING OvER FRAMING. - . S' MAX. RISER WITH 10' MN RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 3C' HEAD CLEARANCE. INSULATE AND LEATHER STRIP SEE Div. 01002.1 SHEET A -I FLOOR MATERIAL ?WREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES A DIRECT vENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 0I0028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS SEE Div. 010028 SHEET A -I C. 4-EARTH SHALL CONFORM TO UBC REQUIREMENT SEE Div. 01002.8 AND 9 SHEET A -I D. 5/69' TYPE 'X' title ON 4. 40.18E SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF 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 UBC SEE DIv. IS SHEET A -I PLANT SHELF UPPER AND LOVER LINEN CABINETS SOFFIT AIFEA INTEGRATED MAKE UP AIR 2x1, STUDS W/ R -19 INSULATION MIN. CITY Of TUKWILA APPROVED APR 0 4 2000 AS NOTED QUILDI DM !ON I I I z . Q2 2 i Cb Cti w CD in CO cn C L O 25) * CO CO > � O In L7 5 m JOB NO 9908324 • SHEET • ,r 9908a24 • CITY MA - 2. 2tut1 PERMIT CENTER }'S I ROOF VENT CALCULATION IMBED ON 3 2-W HOLES PER VENT BLOSK ROOF VENT CALCS BASED ON UBC SECTION sol.3 • . TOTAL ROOF AREA 882 5F400 .287 OF QF vENT AREA REQ 50 % AT EASE • 144 SF REQUIRED 50 % • 36 (MIN) ABOVE EAvE • 144 OF REQUIRED 5 ROOF JACKS AT 50 SQ. IN. EACH•a0 ecl. IN.. 174• SF 495 LF. OF EA vE VENTS AT 52 $Q. N./LF. 257A SQ. N.•1.79 eF 1 c.A.I3LE END VENTS AT BOK x • 24 G. N...17 5F • GABLE END VENTS AT x • 5Q IN..0 SF 2 GABLE END vENTS AT 24 DIA. .58 SQ. K.81 ep TOTAL VENT S PRovIDED . ROOF JACKS - 1, MA eF • ' EAvE vENTS • 179 SF . GABLE END VENTS • il SF . TOTAL SF OF VENTS PROvDED • 4,50 gF . AREA MAT SE 1/300 F A VAPOR RETARDER 18 INSTALLED ON THE WA-1 SIDE OF THE ATTIC INSULATION. MC 150 ,• EFFECTivE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' ME13,-1 • • /' • • • • UPPER ROOF FRAMING PLAN SCALE 1/4 •P-0 • . • ROCF LITE BELOW •';' • • • • • JL CFFEET GIRDER TRUSS GABLE END TRIM GABLE END TRJee 1 •fi AL _Ill OD2 2 a 4.ft • " . . • . `.• •; GENERAL FRAMING NOTES FRAMING PLAN KEYNOTES F-I F-2 ) F-3 ALIGN EDGE OF JOIST WITH FACE OF WALL F 4 ALIGN INSIDE FACE OF !BEAM wIT1-4 OUTSIDE - FACE OF WALL ( F -5 ( F-e■ 1 F-1 F- e F - ' F-I0 ) 1. GEE COVER SWEET FOR ALL GENERAL 04071E6 AND mezuoteiBire. 2. 6EE "T MATERIALS LIST ON SECTION SKEET 3. SEE COEIRS..EET POW ALL TOTES AND RECIJIREMENTS CONCERNING mrcHAN,cAL PLUMBING. AND ELECTRIC 4 Tua.445 DESIGN Er MAW TRUSS PLAN SHORN le FOR GENERAL LATOUT CtILY SEE ON bielD Si-1MT A- - TwaiS6 LoAorNG 6EE Di)/ 010042r A S44BET A-I - TRUSS SPAN PER FLOOR PLANS - *113.165 PER ROCF FRANING PLAN b ROOF PRATING SPACI45, 24' oz. uNO 6 ROOF PITCH- ExTER PER ELEVATION INTERIOR PER SECTION. 1 RAFTER-TAIL 2x4 vERIFY e; ROOF TAIL Aktp RAKE OvERH.ANG PER Roos PLAN 9 ALL keADERe. ARE 4.kt DF uND. PROVIDE (I) TRIPTIER 51•i0 Ui° TO 4'-gr SPAN AND (2) TR1mMER STUDS OR 4 -0' LLNO SEE Div. 0600 SHEET A-1 BACK FRAMING, AND SOINFrT AREA AS REG/ARM TO ALLOW FOR i-IvAC DUCTING SEE DIVB SHEET A-) RAKED PONT IU4LL ON TOP cF LOu.ER ROOF FRAMING MEMBERS SUPPORTING uPPER ROOF FRAMING MEMERS. UPSET - BOTTOM OF BEAM EVEN u1/ sorra CF JOIST AND TOP OF SEAM EXTENDS JP AIBOvE JOISTS TOP CF BEAM IS FLUSH WITH BOTTOM OF JOIST NO TOP PLATE, CUT ADJACENT FRArtrNG MEMBERS • INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE Div. 0I002 SHEET A-I FLOOR JOIST - SEE 5C4-EDULE Du.G. SEE Div. 06100 SWEET .4-I SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div ,2>c,het, SHEET A-I FLUSH - BOTTOM OF BEAM EVEN 1W BOTTOM OF JOISTS TOP OF BEAM FLuSi4 LW TOP OF JOIST .Al.' SEAM ExTENDS DOUN BELOW JOISTS TOP OF BEAM S• ELOW TOP CF JOIST TO ALLOW FOR 1-1vAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS OvERFRAMING • 24' OC II F-Il ) F-13 2X6 CEILING JOISTS • 24' Oc SYMBOLS & LEGEND POINT LOAD FROM ABOvE PONT LOAD FROM ABOVE U.I/ LOADING PONT LOAD TRANSFERNG DOWN POINT LOAD TR.ANSFER1N* DOWN W/ LOADING 4-40' CM Of TUKIVG HANGER AP PROVtD POINT LOAD TRANSFERED ey KICK . EAA 0 4 200( • 103 h0 rED 47,,, 04 HOLD DOWN WITH SIZE DESIGNA7p11. , , ,,, vtstv, vERT1CAL STRAP • WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW ---1-1- — HORIZONTAL STRAP WITH eIZE DESIGNATION 0 , INDICATES BEAM CALCULATION LATH , •,. • • 'PCE.XEID save* . EXTENT OF eNEAR WALL TYPE OF SWEAR UJALL J. WALL ABOVE 3118mIsat WALL BELOW NOM UNLESS oTmeturee NOTED, ENGINEERIN3 AND CALCiii.ATICNO ARE NOT 1.4 N NESE PRAVINCle. di • = TITLE ,J00 P&L : 9008324 w ci I—I Ii; w t 0.4 41 5, I—• ol vii ceb 3 w a Z a ' SHEET A6 99083.24 • • • • • effirr" • ,rtingim . ' ,PeRmrr ORN71114 " I Bdrm. #2 Bath W.I.C. .8/5 01-,9 Hall cd 12 4r SIDE ELEVATION REAR ELEVATION b' EXPOSW HORZ SIDING �0 UPPER FLOOR `Q TOP PLATE WIN. I-DR NGT 11AN FLOOR ea.le usr. r-C' SIDE ELEVATION TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. SHINGLES (DIV. 01000.5) BUILDING PAPER: (DIV. 7) 300 BUILDING PAPER SHEATHING: (DIV. 6) 7/16' OSB OR EQUAL FRAMING: (DIV. 6) PER PLAN INSULATION: (DIV. 7) R -30 BLOWN -IN � i_m 7) - R AWN PLYWOOD EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV 7) WOOD SIDING (DIV. 01005) BUILDING WRAP. (DIV. 7 150 BUILDING PAPER SHEATHING: (DIV. 6) 7 /16 STUDS ) AT C FRAMING: (DIV. x 4 EQUAL INSULATION: (DIV. 7) . R -13 BATT W/ INTEGRAL VAPOR BARRIER OMB: (DIV. 9) 1/2' OMB FLOOR CONSTRUCTION FLOOR! NO IV. SUBFLOOR: IV. 6) FRAMING: ( IV. 6) INSULATION: (DIV. 7) SOFFIT: (DIV. TRIM:(DIV. 41 WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: 'FINISH PER PLANS (DIV. 01005) 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS - R -19 BATT 1/2' RE -SAWN PLYWOOD HEAD 2x4 JAMB: 2x4 SILL: 2x6 INSIDE 2x2 OUTSIDE: 2x4,2x3 2xS UNO <. a 1lIS�n�t>it■!if*if*f� />1l•t��xllM�lq� •l�Mfli •a.*.1 I.� 2$ ■NI 1$ i� 1/]I11111ul1N111 � __ IIlI11IIIalflnl1�w U I�thuut! ON 1fltm 1111111#1 II�i111t1111MI �tf1 t11t 1 N II fi 1111111111111111111111111111110111111111111111111111111EMINIIIIMMilla N I II 111111111111111111111 onmsunsimannam III IfI� 1t1�11 il1/I�il1I1 1 f I 11/I11IpIl11lri I �p1 = 11 I � II /11111111 111111 111141111111111111111111111111111 rY �i — 11i 11 , � wmp ;i _ t ! /H/ ' - 1� __1 1 =11 11 lairi i Mil ! Ii i 11, ! . _•■ ■ ■.' -, NMENINffilli � i � � � ii I ( ■�V�1!•!! .....•iii % % o: j * : ji! j �i�i 1111111111111111111111111111111111111111111111111 11 juu Is b Foyer (D NG BEYOND) BUILDING SECTION AA bn TRUSSES PER FLAN FLOOR JOISTS PER RAN Garage Kitchen (BEYOND) D2 TOP CF PLATE WIK ECR NGT- MAN FLOOR TOP CF PLATE GAUGE FLOOR FRONT ELEVATION • cm OF TUKWIIA APPROVED APR 0 4 2000 As NOIED flifLDNG DIVISION r z At 00 Co II J Cl) 0.7. CD LO C0 tT ~ C Li_ O ./ . ▪ 1E- O ..� CO 2 �0CD a U-1 - - - - � TIRE JOB NO.: 9908324 SHEET 9908324 : ;PERMIT CENTER vnv DF TU . MAR 2 2011j C • • • • 9 S TOP ` OF NI OC \CP OF FT'a ..• 1 ar am1 v 27c4 TOP PLATE *HUGE DOOR NDR 411EE RIMS. PLAN FOR WE. NAL SWAB** TO •OR * Sn NALS • 3' OC. • 'JHr 444.1. LOG IMO ON Wt RILL iC4 2 2.4 SILD6- M . 6MEAIHNG i,' So NAL5 • 3' Oc TO EA04 STIL+ IJa4o. am hie WILL SciED NAL to NALS • 3' DC • Alt - PLT'A "DRS- + 6TND6 010 04 64a fii.LL SC+ED 2 2..4 A' ANY SWATHING r0,04T 1/{6' ObD SHEATHn(C. `its' 41111.014 map ' E mace :1‘,01i. TO BOARD FOlett BOP LP AFTER CONCRETE CURES. USE 3-t7 U8 4416.5 EACH UNO 2.3344 PLATE'S NAL IW O. TO EA PLATE 5' • • 4B tY MAR'' EMBEDMENT UNO CN bat UALL SOED COroticue goDTNG APA LATERAL RESTRAINT PANEL 3/3'=t-0r FOUNDATIO D AIL t>� BASEMENT SLAB I UST BE N PLACE PRIOR TO BAO7ILLMG. NO NeLLATION BETSEEN BASB'BNT SLAB AND STB1 WALL. TOP OF &AB Fl 2'-0' FOUN DATIO 3/4"4-0' • 2' -4' O Q 1x N 11/2' CLEAR 1 'Vr•xiC AB_ W 2')2'X3/ 6' Sn STEEL PLATE w4S.E325 • 4' -117' OL. 'DIY 3 SHED A- EXCEPT A6 NOTED ON SIIAIRIALL SCHEDULE '' met EM3ED. (2)V BAR • TOP ✓ vERT. BAR • oc (DN. 3 SHIFT A -1: V vERT. J -BAR • 6' oc (DN. 3 BEET A -i) •4 440F2 BAR • ID' oc • OVERLAP (MIN) (DN 3 SHEET A -U • GIR • 2' oc L•2' -b' (DN. 3 51,4T A -I) TGHTL HE 170oo.OeI0o -12 4' t"EFP FT's. DRAIN JOLTER N 24' GRAVEL BED. (OIv. 2 SHEET A -I) (4) 44 BAR CON T. (DIv 3 SHEET A -I) SOLID SUBSTRATE 4' COI IC sae OVER 4' ROCK OVER vAPOR SARROR • 083004:4000044 termer AA. IV/ 252')(3/16' 8.0. STEM PLATE WASFERS • 4•-e' OL. (DN. 3 54E£T A -v DcCEE'T AS NOTED ON Ei•EA FUSEL SCHEDULE T MW 1•eED. V Z-BARB • 24' oc 3 BBC OUT MO SLAB '4 vERT BAR • WY oc (Div 3 SHEET A - 1) '4 HOR2 BAR • ID' oc (DIv. 3 8HIMT A -I) 5 VERT. J -BAR • 8' oc (DN. 3 NBET A -U '4 HOW- BAR •Woc OVE AP (MM) (Div 3 &BET A -U .4 EAR' 2' ac L ■2'-6' (Div. 3 SHEET A -t) TIGHTLtE 4' PEW FTC* DRAIN YYfILT1ER N 24' GRAVEL BED (DN. 2 MEET A-I) (4) •4 BAR CONT. (DN. 3 SHEET A -I) SOLID SUBSTRATE 4' CONC. SLAB CAR 4' ROCK 0vER vAPOR BAARIOR Illt� III!?IIRfl1- E11111111 11 Ih11U1 t 1UI HI(' ;iii E iilill- - ~�Il�tt��lla! II it I =t1 II NNNa +(IM (1!=MNI1>*,11111?s' UIIII llillllli lli`IiiIN • - �z7�arr0i,. • 03300 - 00000.23 ADC BARS TO F1HTCN REt4FOlecIt3 PER PLAN) LIKE CF EXCAVATION STEPPED FOUNDATION DETAIL 011$00-00000-26 CRIPPLE WALL o FOUNDATION 3/4'=l -Or CRIPPLE WALL o FOUNDATION 3/4•=1 -0' O610O-03300- 07_ CANTILEVER FRM'G AT FOUNDATION 3/4•4-0' TJI TYP FLOOR FUQN1t a PER PLAN (DIv. 6 beet A BLOCKING OVER BEAM BEAM PER PLAN A SPLICES USE SCAB EA E SIDE POST PER PLAN OVER FE'RVE$TRAL CONT. FOOTt(. PER PLAN MAT POOTM PER PLAN (2) COO V BAR A36 R MEET 10 FOOTI G FOR POSITIVE CONNECTION. PER JURISDICTIONAL RialxKIPIENTS TYP PER 4:1 6 SEE' A-4 TIT EKIebpR Wu- CO 4PRC1104 PER aLA11 'DN 6 WEFT A-.' LtCAWE S EA' 4S .10�n • CQIIUN mew w RM 1704/C C091:14 NEMEft JCJNf • CRIPPLE f31HLi 5a FaNDATIO4 DETAL(6) TYR FLOOR MAIM PER .LAN (Div 6 SHEET A IYP. EXTERIOR WALL C NSTRICTIOH PM PLAN (DN. 6 BEET A -U RN BOARD CRIPPLE WALL CON. 6 SHEET A-I) SEE FQIDATICN DETAL(S) _ Td POST /FOOTING CONNECTION 3/4"4-0' osroo- ca$o0- 10rT.1 3/4"4'-0' L 1 FOUNDATION DETAIL /4'=f� F. 619 l FOUNDATION DETAIL 3 /4•=T-0' FURRING DETAIL 3/4'=? -O' vARES • • SLAB 0 STEM WALL TrP PEE PLANS (DN SW A -i 4' =SC O1RIt 4' ROCK OrER VAPOR BHRRER WIC RKaD t(iSILATICN DM TREATS PLATE O1Pev 3i4' SEE FOIIDATIO4 DETALS TYPICAL DcTERSOR WALL Ca46TR41JCTIO 4 PER PLAN (DIV 6 SHEET A-I) r AR SPACE 6' BWLDNG PAPER HOOKED BND MASONRY AMER TE TO FRAMIG EV 2 8o FT (Div 4 Meet AP PMEONi, vETEER caNT. FLAEH(ING W4IEEEP HOLES • 4' -0' O.G. TREATED MUD SLL (DN. 6 BEET A -1) SEE FO.W4TIO4 DETAILS 3 V2' v,) Rt1 BOARD R1I21 WALL r AIR SPACE • 6' Mt1 YAPOR BAf2RER SEE FONDATION DETAILS VERIFY s>1 \ GRADE CONTORS MOTE 4i18 01•1I01 CAN NOT BE USED AT BEAR (WILLS 0420046101)-02.__TJ ± TYP FLOOR FRAM% PER PLAN (DN. 6 BEET A -1) TYP Q(tERIOR ULAtt CONSTRUCTION PER PLAN (DIv 6 SHEET A -1) COR'1'10N P1EMER JOINT • BLOCKW OR JOIST • WALL LEE Fa CATION DETALS 0e100-03300-2_TJ 1 TYP # 4N ( R 5 5 ET 4- 1 )d1GT PER PRLLaMn1(DN 6 SI$T A -U 1°4 4' co: NC SLAG OVER 4' (RAVEL BED (DN. 3 SHEET A -I) 'TREATED MID SILL (DIv 6 BEET A -v FOUNDATION /FRAMING CONNECTION 3/4•=f -O' EXT. DOOR THRESHOLD DETAIL 3/4'4 -' O 1OO- O6800 -o _TJ •1 _ EXT. DOOR THRESHOLD DETAIL 3/4'4-0' 06100-03300 Oa_TJS ExT DOOR MD FRAME 'Div. 8 51EE'T 4 -0 DOOR TH ESP OLD FLASNNG AS REQD (Div 1 SEAT A-1) HERv£STR4L RASMNG 4' GaNO. SLAB O4ER 4' GRAVEL BED (DIV 4 SHEET 4 -1) 2x12 TREATED TOLD TRH Rt-t JOIST TREATED MID SILL (DIv. 6 5NEET 4.-1) V vERT. RE -BAR FROP1 STEI1 WALL memo INTO SLAB TYP FLOOR FRAPING PER PL/W. (Div. 6 SHEET A -1) FULL W DTH TREATED MD SILL HANGER PER I'fG TYP. FLOOR !RAPING PER PLAN (DIv 6 SHEET A -I) EXT. DOOR AND FRAME (DIV. B SHEET A -f1 DOOR n41 FI_AN4NG AS RECD. (DIV. 1 SHEET A -I) NERvESTRAL FLAS•NCs 4' CONC. SLAB OVER 4' GRAM. . BED (DIV 4 SHEET 4 -1) TREATED MD SILL (DN. 6 SHEET A-I) r AIRSPACE TYP. V vERT. RE-BAR FROM STB1 WALL STUBBED INTO SLAB POST APD BEAR PER PLAN TYP. FLOOR CRAMP* PER PLAN (DIY. 6 BEET A -I) TTP. EXTERIOR HALL CONSTRUCTION PER PLAN (DIv 6 BEET A-I) TREATED MD 5LL SEE FaNDATION DETAILS POST AND BEN PER PLAN ZOCO 071 FRAMING/FOUNDATION CONNECTION 3/4 -0r 00/70 411800-06_ L 1 PER PLAN FOUNDATION DETAIL 3/4'4-0' R-i !IN w•Htf An 1W 1')C'•346' 6n WEE. PLATE • 4 OG (IDN SIEET Ems' Ae NOTED a( SIEIIIirHI_. SONlEMLLE 1' Mk geEfl •4 44O1112 E►AR ID' OL., T-6' CORKER OVERLAP (DN 3 SHEET A -v V v13T' 6X2 SAl'E AS STUB ST EE. SPACIG (DIV 3 S►EE - A-' TY.64TLtE D.MIPP OOFN a (DfY 1 SHAT 4c V 61ZB STEEL FRA'f =rt. • lib' O G (DN. 3 SHEET A -1) 4 ' PEKE FTG. DRAIN IiALTER 61 24' GRAVEL. ea) DIv ? 541 SOLID 5136'RATE (2).4 BAR CANT. (DN. 3 5%VET A-I. Ili2'•x)0' AB W/ 2"XI'X3)16' 6n STEEL PLATE MASHERS • 4'-0' OC. (DIV 3 SHEET A -U E xC.IEPT A6 NOTED ON SHEAR6LN1 SOEDLLE T' 1111 eieED. -------- (2) •4 BAR • TOP 44 v£RT. BAR • 2' oc (DIv. 3 SHEET A-U - V vERT. J -BAR • !2 oc (Div 3 BEET A -1) V -IORZ. BAR • i0' oc 1'-6' OVERLAP 'MIN) (Div. 3 SHEET Al) •4 BAR • 2' ac L•2' -6' (DIV. 3 51. T A - TIGMTLNE CANTILEVERED RETAINING WALL 3/4 FOUNDATION DETAIL 3/4'44 -O' FRAMING PARALLEL TO STEM WALL FR4"1ING PERPENpICULAR TO STEM WALL TOP OF SLAB a )" V 140RZ BAR • IV oc OVERLAP (MIN) (DN. 3 SHEET A-I) '4 BAR • 12' oc L•2' -6' (Div. 3 BEET A-I) TIGHTLNE (4) •4 BAR CONT. (0(v 3 SHEET A -1) V Z -BARS • 24' oc 3i BETD OUT NTO SLAB r I 11). '4 vERT BAR • ID' oc (DN. 3 BEET A - 1 1-1052 BAR • it' oc (DIv 3 SHEET A-I) 5 VERT. J -BAR • 8' oc (Div. 3 SHEET A -U 1 4' PER F. FIG. DRAM( ! UF!LTER IN ?4' GRAVEL BED. (Div 2 SHEET A -I) (4) F4 BAR CGTIT. (DIV. 3 SHEET 4 -U SOLID SUBSTRATE 08800-0000 0.22 IR'Ixb' 4 .. LW 2'X2x3 /16' S.n STEEL PLATE tA814EF E • 4' -0' OL. (DIv. 3 SHEET A -I) E KCEPT AS NOTED ON SHEARLUA L 6QEDf LE 1' Mk EMBED SOLID NIBSTRATE 4' POP FT'Cc DRAM UOILTER N 24' GRAVEL BED. (DN. 7 SHEET A -I) 08900. 00000 -2e TYP EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv 6 SEER 4 -1) LOCATE SEATING JONT • Carr% MEMBER RIM BOARD CITY ^F TUKWILA TYP FLOOR F'RAri•N3 PER PL OVED (DIY. 6 SHEET A -1) APR 0 if 2000 AS MO SEE FOK 4?1 N DETAL(S) ll1J11.D WG DMSION TREATED M1LD SILL TYP. EXTERIOR WALL COSTRl1CT1ON1 PER PLAN (DIv. 6 SHEET A -I) LOCATE SIEATI4 r JOMT • COMMON MEIVER *QUO eLOCK JG • RP( JOIST . EJcT *ALL PO II7 LOAD BEARING PER PLAN TREATED MX) NU. CITY OF E SSE F0443010 4 DEtAL(6) 2 if hi TYP H.00R MAMBO PER PLAN. (DIY SHIRT A-I) PERMITCEM'E FRAMING /FOUNDATION DETAIL S /4"4-0r 00100-03300-0t141 4 1 1 QD c0 l.f') In 1 OS C'� CD emu/ C'7 O LC) CO CY C T5 IC5) t V Z� ▪ o Ma Q Q . sia C V CO CCD to C V U 6 w S 0 0 TITLE JOB NO SHEET D1 • P a .6111N MDrE .- 24 • 1► vr t?C ( CUR DIET met WpT TO D 4• *OLIO OLOCKAG ovER **WOW* *is . • nc cDst DCX G ATTA . -EDGIER ilk 2 NM* OIL ' 2• ...AG BOLTS AT IS• cc r P TJI FLOOR FRAMING PER PLAN 2x PCNT WALL 4x BEAU'! ' 61ZR'- TO REDUCE NURSER CP POSTS • 2 &r c•crT4ON OR 614D'4 POEMS E:xC 4 IN ..2,4GTI. SCAB ui' 2)c• EA 5 E 2. (2' G EATER DERN F.41641 LANDSCAPE GRADE TpP OF PIER FL;,S►, W Tw ft./ 13UB 3' BELOW - ANDSCAPMG) CN SOLID SUBSTRATE 13 P.DECK CROSS SECTION 0 L 06200- O817D -19_TJ 1 L FRAME OVER WALL DETAIL 3/4•4-01' 06100 - 07800.16 II I II 1I 1I SECTION o BEAM 3/4• =?-OP SKYLIGHT FLARE WELL DETAIL 3/4'f -O' I 1 1 Ii It IL II STAIR SECTION DETAIL 3/4 RUM FM PLAN la•48 oc. AT Qn FACE OF WALL 2' PRIt CLR FOR xe4TELAT IOF1 ISLOCKNG BEAM PER PLAN RAFTERS PER PLAN tx BLOa(t SAP TYPE 'X' GWD. A6 !EGERED SEE NOTES BELOW 2x KICKER PLATE 08130-07800 37' 07900-0e100-01 WALL STUDS eETCND DBL AST, BLOCK AS HEEDED SEE PLAN SEE PLAN FOR TYP. RISE I RN DR NSIONS 3/4' PLYWOOD RISER I VI! 14AIIDeo &Ip TREAD WITH EASED NOSING 3 2x STR1Hl'iERS TIT. UNO. cB4TER STRINGER 11114 2 - 2x4 STRONG BACK rip NAIL WALL STRINGERS Urr (2) Ibd TO WALL STUDS L 1WEADq pI MK ti' -e' *DIN M113' -O' PER 4. NOTA1.L FIRE BLOCKING • STRINGERS TOP TREADDS Pitt DEPTH, men a,' tux. HEISIIT � 2 • ADJACENT WALLA) PER UDC t. NNhRML MIN 34• TO MAx 30' ABOVE TREAD S. COVER USABLE *PAGE MBA STAIR uTH wain HA/ORAL 112' MN. TO 7 MAX. CROSS erle TYPE *(' aloe. PR4t *ECTION DMENN04 4 I V1' MN. CLEAR Mat S NTIEVEDIATE BALLISTERI SMALL BE SPACE WALL, RETURN RAE EPOS PER Lec SEC 10014.5 4' APART NET M RIO PER UDC *EC 6013 O8200.O8100.O1 EAVE DETAIL 3/4•=' -O ti \• TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION SAME BOARD PER ELEVATION Z (4 BAOCER FOR BARGE - NAIL TI4RU SKIP I,HEAINNG WITH l 'd • OC. TIT 2X4 cUTRIGGEPIS • 4' OL. RIM 2X2 DETILEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION EAVE DETAIL 3/4•=1-0' EAVE DETAIL EAVE DETAIL 3/4•=1 -O' PER PLAN TYPICAL ROOF CGPEIRUCTIO4 2' MM. CLR FOR AWING IA • 415' OG. AT OUTSIDE FACE OF WALL ONO ON SHEAR RIAU ECHEDLL•): 2X BLOCKING UATN (3) 2' ►ROLES WRH SCREEN SEE ELEV 2X$ BLOCIUrG TYP. EXPOSED RAFTER TAIL TYP. CUTTER FASCIA PER ELEVATION , TIT. Exteve Olt UTALL Coamilact4 4 . . 08100 , 17300-02 1 06100. 07300 -00 EAV4 ETAIL l 3/4•d- 0" • CITY Of TIIKWU.A APPROVED APB 0 4 2000 • AS NOTED_ A M1 D? G DIVISION RECEIVED CITY OF TUKWILA 'MAR - 2 �( 1 PERMIT CENTER y WQ-Q7 ri t! I pfli I 1 0 g 9 e egh II!$ o f gegbpili;4 -putty u•b at 1 1 I •r i a H A ‘tt <lc z 20 U = w J [ W j - - LL a v m O OW W wo,w s w wzi- LAJ Q J G J X �ZZ Q Q44 0 OZ< 6 w q U Z O U Z U Q� (2 • U p C3 w 5. 0 co I_ > w L-Lj Z i c Ln O / cD * 1-1-34 rn U z Q. cti �D> JOB NO. : TIRE SHEET 1 4.4 • 1 T•• NAL.. C1asNwcTKW atlit b SEAR■ PUSt IICEUU •0TXPI PLATE HALM SEMUi4LL GDMILE TA BLOCKING TT'. TA FLOOR GQMTRIC , 04 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4W -Or t7070 1 0170 -Ie I L. 41104.4411: alr I 1:0111111101011/1011t • 'TOP PLATE PIP i 1104EDILIE INOTTCSI PLATE HALMS , Peet 6EAli4. t11 NIEL EDGE T FIELD HALAlii PER 110EDILE THAI dOOGK rrp TJ FLOOR CONSTRGT1p>r TIT GALL CLIGNIIILICTICH Mrs; II14LL SEAT• IN i PER SOIE-,JtLE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 8/411= -O' 1070.00171NOT BOTTOM PLATE HALM PER SHEARIWLL SOEDULE PANEL EDGE I FELD NAI1G PER SCa•EDULE TM FLOOR JOISTS PER PLAN &&l &al T. FLOOR JOIST w WALL TOP PLATE NAILNG PER SIEAIS144LL SCHEDULE TTP TA FLOOR CONSTRUCTION TYP. WALL CONLSTRICT)04 WIN TALL SWAIM% PER 50fDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4W-0r NAIL FLOOR SEATHING T1I16 AREA WITH ID d•6' cc. EDGES IVd•SYocfiELD BLOCK ALL EDGES 10d•b'oc. PLYWOOD TO BLOCKNG BOITOH PLATE NAILP s PER °S1 EA/W ALL SCHEDULE PANEL EDGE I FELD NA11.NG PER SCHEDULE TA BLOCKS* BLOCK AL. EDGES PANEL EDGE 4 FIELD NAILB•IG PER SCHEDULE TOP PLATE NAVE, PER SHEARWLL SCHEDULE TTP HALL CONSTRUCTION UN WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4�f -7 1707O.O617D.O STANDARD 'SHEAR DETAILS & SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4•.f -O' k noro oerro.io V 3/4 -0' EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4'*f -O' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4•=r -o 3/4'=1.Or CANTILEVERED FLOOR JOIST SHEAR WALL HOLDOWN TOP PLATE NAILING PER SIEA/LC:..i SaEDU.E 1150rTOT1 PLATE HALM PER SIEAFlu4LL SCHEDULE 10d•6' RIM JOIST PANEL EDGE 4 FEW HALING PIM SoEDILE TTP. EXTERIOR WALL CONSTRICTION WITH WALL SI EATNNG PER SCHEDULE TTP. TA FLOOR CONS1*cT04 2x4 PANEL EDGE CLOCKNG TYP. WALL CC>l46TRUCTIGN UAN 'WALL 61EANI * PER SCHEDULE TTP. TJi FLOOR CONSTRICTION BOTTOM PLATE N4LNG PER SHEARUALL SCHEDULE JO d NALL • 6' oa PLTUD. TO RIM JOIST PANEL EDGE t FIELD NAILING PER SCHEDULE 10 d NAIL • 6' oc. PLTWD TO TA BLOCCNG TOP PLATE NALNG PER SHEARIUALL SCHEDULE TTP. WALL CONISTRICTICN IAN WALL SHEANMG PER SCHEDULE . l 1 • 1mo-aeQ 1707 0-0617042 1707' 0-06170- 11oT0.0e0 • 3/4'0? ?lige IL %A LL COI!'ISC+IOII sti+ wk.. SHEATH S'S PER 90411121ILE T`P.. TAFLO= COMIMICIa4 dUrT9• PLATE HALING PLU1rt SrEANrJIL. SCiEDA.2 TO° PLATE NAL1.6 . PER SrEARNA.1 804EDI E *IOC* SALT PER SOIED.LE SEE AWN OVALS FOR ►d60AT111 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4'ef -0' TTPCAL WALL CCNSTRJCTICN dATLI Il4LL SNEATIAIG PER SCHEDLE TIT TJI FLOC f awn:crick BOTTOH PLATE MAILNG PER' SEAWALL SCNED LE TOP PLATE N4ILP PER SEAWALL SCiEDxLE 45:1 -CR SOLT PER SCHEDULE SEE ARCGHL DETAILS FOR FQl3DATION CONDITIONS SHEAR WALL PARALLEL - TO FLOOR JOISTS o FOUNDATION 3/4 =f-Or . uoTo•o3aooa TTP. TA FLOOR CONSTRICTION TTP. EXTERIOR UAL CONSTRICTION IATN WALL SHEATH* PER SClEDILE BOTTOM PLATE NAILNG PER 3HEARW4LL SCHEDULE TOP PLATE NAILNG PER 34EARIALL SCHEDULE CRIPPLE WALL (DN. b) SHEAN CRIPPLE WALL SAM AS SHEARL►ALL ABOVE SEE ARCH DETAILS FOR FOUNDAT1cN CONDITIONS SHEAR WALL o CRIPPLE WALL 3/4 "=1-0 17070-0 3306-03 CRIPPLE WALL (Dlv. 6) WEANING PER SCHEDULE PANEL EDGE 4 FIELD NAILNG PER SCHEDULE ANCHIOR BOLT PER SEAMS/1 SCHEDULE (2)•4 DAR CCM (Div. 3) J SHEAR WALL o CRIPPLE WALL - INTERIOR NOTE: ALL FFOR MATION ON TENS SWEET 16 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE W714 PLANS. y • 4 CITY. OF TUKWILA APPROVED APR 0 4 2000 • AS W./J eS1RDOVG DIV 51001 RECEIVED CITY OF TUKWILA MM - 2 2ii.: . .PERMIT CENTER Thu JOS ET TJ JOIST DETAILS t 1 , 1 I ! 1 NOTE: THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRICTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS, THIS DRAWING IS © COPYRrmrtC AND IS THE EXCLUSNE PROPERTY OF THE ARCHITECT 1 K a p p l e r A s s o c i a t e s - �, A r c h i t e c t s • 13400 Northup Way East, Suite 33 Bellevue, Washington 98005 (. (206) 641 -5320 * Fax (206) 641 -5318 _. 4.4 • 1 T•• NAL.. C1asNwcTKW atlit b SEAR■ PUSt IICEUU •0TXPI PLATE HALM SEMUi4LL GDMILE TA BLOCKING TT'. TA FLOOR GQMTRIC , 04 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4W -Or t7070 1 0170 -Ie I L. 41104.4411: alr I 1:0111111101011/1011t • 'TOP PLATE PIP i 1104EDILIE INOTTCSI PLATE HALMS , Peet 6EAli4. t11 NIEL EDGE T FIELD HALAlii PER 110EDILE THAI dOOGK rrp TJ FLOOR CONSTRGT1p>r TIT GALL CLIGNIIILICTICH Mrs; II14LL SEAT• IN i PER SOIE-,JtLE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 8/411= -O' 1070.00171NOT BOTTOM PLATE HALM PER SHEARIWLL SOEDULE PANEL EDGE I FELD NAI1G PER SCa•EDULE TM FLOOR JOISTS PER PLAN &&l &al T. FLOOR JOIST w WALL TOP PLATE NAILNG PER SIEAIS144LL SCHEDULE TTP TA FLOOR CONSTRUCTION TYP. WALL CONLSTRICT)04 WIN TALL SWAIM% PER 50fDULE SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4W-0r NAIL FLOOR SEATHING T1I16 AREA WITH ID d•6' cc. EDGES IVd•SYocfiELD BLOCK ALL EDGES 10d•b'oc. PLYWOOD TO BLOCKNG BOITOH PLATE NAILP s PER °S1 EA/W ALL SCHEDULE PANEL EDGE I FELD NA11.NG PER SCHEDULE TA BLOCKS* BLOCK AL. EDGES PANEL EDGE 4 FIELD NAILB•IG PER SCHEDULE TOP PLATE NAVE, PER SHEARWLL SCHEDULE TTP HALL CONSTRUCTION UN WALL SHEATHING PER SCHEDULE SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3/4�f -7 1707O.O617D.O STANDARD 'SHEAR DETAILS & SCHEDULE SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3/4•.f -O' k noro oerro.io V 3/4 -0' EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4'*f -O' EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4•=r -o 3/4'=1.Or CANTILEVERED FLOOR JOIST SHEAR WALL HOLDOWN TOP PLATE NAILING PER SIEA/LC:..i SaEDU.E 1150rTOT1 PLATE HALM PER SIEAFlu4LL SCHEDULE 10d•6' RIM JOIST PANEL EDGE 4 FEW HALING PIM SoEDILE TTP. EXTERIOR WALL CONSTRICTION WITH WALL SI EATNNG PER SCHEDULE TTP. TA FLOOR CONS1*cT04 2x4 PANEL EDGE CLOCKNG TYP. WALL CC>l46TRUCTIGN UAN 'WALL 61EANI * PER SCHEDULE TTP. TJi FLOOR CONSTRICTION BOTTOM PLATE N4LNG PER SHEARUALL SCHEDULE JO d NALL • 6' oa PLTUD. TO RIM JOIST PANEL EDGE t FIELD NAILING PER SCHEDULE 10 d NAIL • 6' oc. PLTWD TO TA BLOCCNG TOP PLATE NALNG PER SHEARIUALL SCHEDULE TTP. WALL CONISTRICTICN IAN WALL SHEANMG PER SCHEDULE . l 1 • 1mo-aeQ 1707 0-0617042 1707' 0-06170- 11oT0.0e0 • 3/4'0? ?lige IL %A LL COI!'ISC+IOII sti+ wk.. SHEATH S'S PER 90411121ILE T`P.. TAFLO= COMIMICIa4 dUrT9• PLATE HALING PLU1rt SrEANrJIL. SCiEDA.2 TO° PLATE NAL1.6 . PER SrEARNA.1 804EDI E *IOC* SALT PER SOIED.LE SEE AWN OVALS FOR ►d60AT111 SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4'ef -0' TTPCAL WALL CCNSTRJCTICN dATLI Il4LL SNEATIAIG PER SCHEDLE TIT TJI FLOC f awn:crick BOTTOH PLATE MAILNG PER' SEAWALL SCNED LE TOP PLATE N4ILP PER SEAWALL SCiEDxLE 45:1 -CR SOLT PER SCHEDULE SEE ARCGHL DETAILS FOR FQl3DATION CONDITIONS SHEAR WALL PARALLEL - TO FLOOR JOISTS o FOUNDATION 3/4 =f-Or . uoTo•o3aooa TTP. TA FLOOR CONSTRICTION TTP. EXTERIOR UAL CONSTRICTION IATN WALL SHEATH* PER SClEDILE BOTTOM PLATE NAILNG PER 3HEARW4LL SCHEDULE TOP PLATE NAILNG PER 34EARIALL SCHEDULE CRIPPLE WALL (DN. b) SHEAN CRIPPLE WALL SAM AS SHEARL►ALL ABOVE SEE ARCH DETAILS FOR FOUNDAT1cN CONDITIONS SHEAR WALL o CRIPPLE WALL 3/4 "=1-0 17070-0 3306-03 CRIPPLE WALL (Dlv. 6) WEANING PER SCHEDULE PANEL EDGE 4 FIELD NAILNG PER SCHEDULE ANCHIOR BOLT PER SEAMS/1 SCHEDULE (2)•4 DAR CCM (Div. 3) J SHEAR WALL o CRIPPLE WALL - INTERIOR NOTE: ALL FFOR MATION ON TENS SWEET 16 NOT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE W714 PLANS. y • 4 CITY. OF TUKWILA APPROVED APR 0 4 2000 • AS W./J eS1RDOVG DIV 51001 RECEIVED CITY OF TUKWILA MM - 2 2ii.: . .PERMIT CENTER Thu JOS ET TJ JOIST DETAILS • • / STRAP PER PLAN 3/4"4-0' .EA IN A L Pet RAN my ME.tIIrALi SCALE MOLE STUD moral PLATE t4M 4G PER 9H4EYNIALL 'SCHEIXLE U MOCK)* BEAM PER PLAN HOLDOWN STRAP AT CRAWL SPACE 3/4'4-0' trmo- S17O -29 1 HOLDOWN STRAP AT FLOORS Ti? WALL CCKSTRUCT a4 nITN IUALL SHIEATNNz Pee SC+EDILE DOUBLE S TUD BOTTO't PLATE NALPG FER S1 EARLLALL SCHEDULE BLOCK)* A C FILLER BLOCK DOIELE JOIST OR BEAM FER RAN • 17o70.0e17D -28 I d•b' 2x4 PLAT BLOCK)* NAL STRAP tY 6d CO?10N4.8' 6E'M104 CS16 STRAP xUb LONG, LAP 4 ONTO &ALL OR BEAM AND NAL UATH 8d COtt1014 • 4' o4 \DRAG STRUT CONNECTION 3/4"4 -Or W)88 SHEATH)* AND NAILNG PER SHEARWALL SGED4LE 2X6 BLOCK)* R)OF SHEATHI AND NAIL)* FER RAN AND SHEARLWLL 6CHEDtLE 2X4 LEDGER (2) 16 d EACH blip (2) 16 d EACH BLOCK UPPER WALL TO LOWER ROOF CONNECTION 3/4'4-0' t7070-00170-31 STANDARD SHEAR DETAILS & SCHEDULE 1 4'-m' NTS r 3/4•R' -Or ON/ERHA11s PER RAN NOTE: USE Me ON ROOF 716,86 MR PLAT. •THE $EATI4116 Pet Ire To t'SAlo+ SEAR - ' SALO* Baas 2x2 RTE. ors - O '1ATp. 16EARIIIAL. NAL)* eR.C16 MO 1CP PLATE PANEL EDGE 4 W MAL,* Pet SCHEME 1 , rKL C.GaGl1ecT10+ ttTH WLL 6•EAT+411G PER SOEDILE INTERIOR SHEARWALL TO ROOF COND. 3/4'4-0' vooaoeoaoe (2) Ib d 8 d NAIL • 4' or. • EA DUTRIG ER 8 d NAIL •b' or. TO TOP 040RD BLOCKING 2x BARGE I bc3 TRIM 2x4 BACKER FOR BART#. NAIL 114R04 14 SKIP SHEATH N* WITH 16d 2X4 WTRIGGERS • 4' DC. WITH JOIST HANKER • TRUSS GABLE EPD TRUSS PER SI CLIP 50EDULE TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CCNSTRUCTICN 111114 WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION (2)16 d 8 d NAIL • 4' oz. • EA OUTRIGGER 8 d NAIL • 6' or. TO TOP PLATES 4 BLOCKING 2X4 OUTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS TYPICAL ROGF CONSTR CTICN J SHEAR WALL 0 GABLE END TTP. EXiNt1OR tUALL CONSTRUCTION pL WALL *RATH)* PER 60EDIlLE 1 xr000 -oeaas trooaoetoo HOLDOWN STRAP o FLOORS 3/4'4-0' PLYWOOD ROOF CONDITION 3/4•wl' -O' SHEAR WALL o EAVE 3/4'4-0' r symi 1 ) SEE a P.t. *• E+1014 WRAP EICe NALI G Pet SEUwW« Saar NLE 619 Wes' PE1t Pu. +'Lag HALL SGEDIULJ: Wt' '1%L ►.E Ulf+SONIC PANEL MGR + PELDD NAL1G PER 30ECALE TYP ExTE180 t WALL C0MTR1Gr10N rLL t1�1 _ SHEATt LNG PER 60couLE Tc'P TA FLOM C,0I5111111CTi(?I TYPICAL ROOF C04STRUCTION 1423 TIE • EA TRUSS LS3O • 48' oc S d•6' o,c.• BLOCKNG BLOCKS* PER Mat PETALS A3S CLIP PER SHEARWLL SCHEDULE f TYP. EXTERIOR WALL CONSIMM0N AN WALL 51EATH11 G PER 6CHEDlLE NOTE: ALL INFORMATION ON THIS SHEET I6 NOT NECES6ARILY INCORPORATED INTO PROJECT. COORDINATE WTH PLANS. P'vra-oeva -a D 1 CITY Of TUKWILA APPROVED APR 0 4 2000 AS NO FED P_R1_t ►tG DIVISION RECEIVED CITY OF TUKWILI PERMIT CENTEF: W on H W 04 On Z c W ▪ w U a 1 I— $ 44 co Eityo Z W LL4 Z U 3" t1 UJW > J ° �a's� Lut- Q J w CD J O Z N- oCC Q _ O LJ U Z Zc U � W � Q 2 - LA III CD W � J 9 o <m H TITLE JOB Imo. SHEET TJI JOIST DETAILS SHEARWALL SCHEDULE MAMMA Sri bu 11Mw IT owllvr+ �Od3 Pi I lag 1r 40101 9•)g010 Yltoor iri 140101 ON)0010 0411,14 4auoa • Or0'1 1'tOr1110111r VC Gild ONE SCE ' w • 4s. .•, 16d • Q• G I-4 We ohs 04 SCE 510• • 40' ' lid • We id • Er G2-1 VY GIB TWO SCEs ;/e • 40' Aid • 0• lid • b' S2-4 OR 5i1' • 40' WO • b' 16d • 5' 540' CM 111/0 SCE A-iA $ d o 5/0' • 48' lid • 5' lGd • 5' P1-6 - 5/e• • 40' Aid • 5• lid • 5' PI-4 1 w OAD 5/0,•32' rd • 4' • E u. P1-3 PI-310r ONE SCE u9E 3x STUDS n } MI' • 24' lid • 3• lid • 3• a p � Y P1-2 \ PANEL EDGES I 543' • i' USE 3x STUDS 1/16 0.5s. TWO sou (2) R04.15 (2) ROLE P2-4 - STAGGER 51EAT;. G JOINTS u612) STUDS • 5/8' • li' Aid • 4• lid. • 4' STAGGERED PAID EDGES I Rrt (2) ROWS (2) RCW5 P2-3 5I8' •C'• I6c•3• 5 1�C• DBL RIM *ER - ulb+•I -4 MIARDBOARD, SID**CG 548' • 48' id • 5' yod • 5' OR ECUAL CCPIMON DORY 2319 • m to CO O • '1- rn • SEE FOIICATION SEAR YWLL5 FOR ALL Cam. LOWER SHEAR WALLS • • • • • APR 0 4 2000 AS NOTED Pft.71011 DIVISION - PI WOWED CITY OF TUKWILA L2Occ d ..o_. WET I r• r V� U L- a¢ a 134 CI) ~ Z a z a U 0 • »n .o c cb W CO sac CD in t Op V• CZ C O C E CD co C > � cN N CV m � SHEET 9908324 REalt)ED :CITY of TUKWILA • • o ass: W- ...,. .I hlfl.. ERMIT CENTER SL •