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HomeMy WebLinkAboutPermit D2000-063 - FOSTERVIEW ESTATES - BASE PLAN 2060FOSTERVIEW ESTATES PLAN 2060 D2000 -063 Architect: Address: Page 1 of 2 City of Tukwila Department of Community Development Steve Lancaster, Director IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN ! FOSTERVIEW ESTATES For Office Use Only: City's Basic Plan No.: D2000 -0(a Basic Plan No.: O t00 !ac 1 TVa g -3 (t (( 9 • 3Pu,WOE ( 5 Phone Number: ( 4z1') & 41 - S3w Contractor: % f*Ibb F-6tour4,_ Address: f 136* JO VG h,UVV�I I,IN�- 'W4( Phone Number: ( ✓ Co ( 7 WA State Contractor License Number: b (,( f...00140 Expiration Date: l Z " to 'Oo B asic Plan Information: Number of Floors: Basement: Yes Square Footage: First Floor: q7i Second Floor: 11 3 Basement: J R Garage: tJZ3 Deck: Covered: Uncovered: Valuation: $ I Sq 7. t) I 24p Steven M.•- Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 rvor mnseamppxa: wat t,twear+tan rarrox wsrrn Invrt .xor r m.,!ymr: - F. dvM! +vIrveop s eratexte- un -rwAr .!•,+?'vsYV^w! la 1 it irmwswoo mv ,,, y ,,,,,,,,,, z a w 6 JU UO CO w = J �. wO J 1L Q c am . w H = zF F— O w U � 0 El w W . U L o w z U= o z le GUIDELINES FOR SIi. JLE FAMILY BUILDING PERMIT BASIL t'LAN 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. ia Refer t• the back of each application for a detailed list of submittal requirements. P eet* Devel t r Page 2 of 2 - 1C - a) Date �Y,M.73YP.A'F�z {�t1G7!S�l�' +5''R�*I. R�'+k"4Q.�'7#:ti}1ssy: tan+ aT. fautrwx�ma^ e+ lmu> �-.. xi. nra. �+. • «.. : ^. ��s'. �n�,cvertrnem'w.34,4r+tsm;!vea «h .+ ,�xx,.uek..r rw..w�n�. f z w re 6 00 N 0 U) • = J • u. W 0 2 g< D. I .w z � I- O w ~ Lti 2 o 0 O OH w ul L- w z — I 0 /' z ti II * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA Q �j � TRANSMIT * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800241 Amount: 973.54 02/25/00 17 :08 Payment Method: CHECK Notation: KAPPLER ARCHITEC Init: BLH Permit No: D2000 -063 Type: DEVPERM DEVELOPMENT PERMIT Site Address: 13400 42 AV S Total Fees: 2,475.79 This Payment 973.54 Total ALL Pmts: 973.54 Balance: 1,502.25 ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 973.54 • 1 ': f fu- 4A , la". >> 30Y v ire, I .Lt �+n'1> •�.wU�ly .f f {s�'Itn�i��� "�4 ..• f. .� t4� • 1949 02/29 9717 TOTAL 5695.64 r UO ND COw' WI WO g a. Co = d . � z �. 1 O z I. w Da , o I- w w: I- I O: Cu . z H =• 0 z .. <.,. • WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS Homeowner: Builder: Site: DUJARDIN DEVELOPMENT PLAN #2060 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 434 8.35 Floor R19 vented Joist 16oc Glazing @16% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R38 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 2060 ft2 Weather Data: Seattle, WA R; Climate Zone: 1 PROPOSED 437 Btu /hr -F 8.31 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Reference UA 434.4 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.031 ACH -0.350 X Area = UA Proposed UA 437.5 M- 3.000 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 HOUSE ID: 99085.22 Area = UA 1254 51.4 309.0 200.8 38.0 14.8 1971 122.2 1254 45.1 16653ft3( 106.7) 1254 51.4 332.0 172.6 38.0 14.8 1948, 159.7 1254 38.9 16653ft3 (106.7) 2060 6180 Z o w J_ H w g Q = d . � w Z I- 0 Z I- ll/ ui D O I - . LLI = U IL it i Z U = 0 Z WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99085 \ \9908522.WS HOUSE ID: 99085.22 HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: DEFAULT System Efficiency: 78 % Modified Efficiency: 64 % Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): 0.60 28099 Btu /hr 5229 Btu /hr(19 %) 33329 Btu /hr 50000 Btu /hr (150 %) Average Annual Heat: 85 MBtu Annual Cost: $ 474 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 () Cooling Load(at 4F dt): Btu /hr System Size ( %Over) : tons ( @125 %) Annual Cool Requirement: kWh /yr PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Solar Access: Partially Shaded Location Vented crawlspace Attic or garage Avg Rvalue Surface Area R- 8.0 R- 8.0 250.0 ft2 50.0 ft2 PROPOSED PROPOSED South 83.0ft2 North 83.0ft2 Southeast : Northwest : East 83.0 West 83.0 Northeast : Southwest : Eff S Glz: 5.2% 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 � or b, �, �+.,. �,,,. ���' �aexn�r� 'r.•rxle•. z w u6� JU 00 CO 0 CO UJ J H CO W w J � z v . FW z � O Z F- U 0 0 = CI I- w uj I r- u. O w Z . U O H z WINDOW TOTALS ROOM NAME WIDTH IN FEET HEIGHT IN FEET AREA IN S.UARE FEET QUANTITY HOW MAN TOTAL AREA IN S.UARE FEET TOTALS IN S•UARE FEET V , I . 8 . DINING 4.00 5.00 20.00 2.00 40.00 FAMILY 6.00 6.67 40.02 1.00 40.02 FAMILY 5.00 5.00 25.00 2.00 50.00 FAMILY 2.50 5.00 12.50 2.00 25.00 ENTRY 1.00 6.00 6.00 1.00 6.00 LAUNDRY 4.00 3,00 12.00 1.00 12.00 TOTAL MAIN 173.02 _ UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM # 3 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 6.00 4.00 24.00 1.00 24.00 OPEN TO BELOW 3.00 3.00 9.00 1.00 9.00 BONUS ROOM 5.00 4.50 22.50 3.00 67.50 M. BATH 2.00 _ 3.00 6.00 1.00 _ 6.00 TOTAL UPPER 158.50 SUMMARY TOTAL GLAZING SQ. FT. 331.52 TOTAL HOUSE SQ. FT. 2,060.00 Glazing % 16.1% .Kappler Associatt., Architects JOB NAME: JOB NUMBER Copyrig 1994 DUJARDIN DEVELOPMENT 99085.22 2/25/00 DATE: BY: 2/25/00 MJM GLZ9908522.xIs z 2 F' • �-- W J U 0 J 0 LL Q _° I-W Z = F- 1- O z w ui o O 5 ' I- W u o ..z w U O ~ z 1' Kappler Architects P.S. VERSION 074 INCLUDES 3 STORY Lateral Analysis for: Dujardin Plan #2060 Jurisdiction 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 I SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION 9908510_1997 -9 Lateral analysis worksheetl.xls Job No. 99085 -10 Date 2/22/00 SPM 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 1133; SF SF SF 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 #N /A OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 Long Wall 0.36 1450 15 . 10 . 14.0 9.0. 0.0 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 "WET 32 ::.. :. CAAN N V 00 n y 1.0 ��� 2/25/00 PAGE .. A 7 J R � N L Y � 1 1 ... , u P * , , , Y , . . . , i t , 4 * t , " V g . t a m + . n W W 3 % r f r l ' ? $ f e k S £ f F ` . ! A X ' i n ' k ' . c r ? i ? 0 ! ; i a v 7 ! M " V ' t E S C ° ! N m c c x a�n r•a.mnrw,em...rv...n, 0,1 YNTRINTRVIETINVITREI z Z I J U 0 W = w g a = d W Z � 1- O Z j 0 0 — oF– LU Lu I-- - LLO lll U = 0~ Z WALL HEIGHT Ce Cq qs Iw 0 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 16.20 227 13.22 119 0.00 0 0.00 0 • • • REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of As))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r + / story shear r + = 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 = Iw = 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 9908510_1997 -9 Lateral analysis worksheetl.xls r+= r + story shear r max = I 1167 1 8507 1 therefore use 350 �.: 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 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 14.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425- 641 -5320 PSF 1450 38 11671 0.14 PLF SF # FT # FT # FT # FT 2/25/00 PAGE 2 (P) Roof (Upper walls) 12 1133 SF 13596 ADDITIONAL LOAD 0 1133 SF 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 Roof (Upper walls) 30172 18 543096 543096 0.6644 5652 Upper Floor (Main walls) 30481 1 ?.ApPLFF i ITErT117425 0.3356 2855 #N /A 0 0 RFI I FVIIIL WA 817425 0.0000 0 (P) Upper Floor (Main walls) 15 927 SF 13905 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 64 8 5120 INTER. WALLS 8 74 8 4736 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 30481 #N /A 15 0 SF 0 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 64 0 0 INTER. WALLS 8 74 0 0 #N /A 0 #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 DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W TOTAL FLOOR Fg5c€.g11/5320 1360521 9908510_1997 -9 Lateral analysis worksheetl.xls pltegargataBgEBEE 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WAL WEIGHT TOTAL WEIGHT W= 30172 # 60653 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 60653 11910 WORKING STRESS WOOD DESIGN 1.4 I 8507 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 8507 2/25/00 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(VV)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM S.HEARAlliAlg ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 161 105 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 9908510_1997 -9 Lateral analysis worksheetl.xls SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS #N /A © 227 © 346 @ #N /A # FT # FT # FT CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5(' ALOW.Ft= 2 -2X6 16.5; A;689400,1 16d "`it,;08 1.33 143.64 # /NAIL 1,5.{957; #FT 731.501 1050.71 696747.0573 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) #NIA #N /A # /BOLT 2:78 FT O.C. #/BOLT 3.99: FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 8507 WIND FORCE 525 1.33 7919.24 NAILS Not included in total 161 105 0 0 227 119 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/25/00 PAGE 4 V W h Wh F Roof (Upper walls) 8507 30172 14.00033333 422418.0573 5158 Upper Floor (Main walls) 8507 30481 9 274329 3350 #N /A 8507 0 0 0 0 #N /A 8507 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(VV)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON ROOF DIAPHRAM S.HEARAlliAlg ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A 161 105 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 9908510_1997 -9 Lateral analysis worksheetl.xls SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS #N /A © 227 © 346 @ #N /A # FT # FT # FT CHECK TOP CHORD M= 36400638.47 T =C= 1137519.952 2 -2X4 10.5(' ALOW.Ft= 2 -2X6 16.5; A;689400,1 16d "`it,;08 1.33 143.64 # /NAIL 1,5.{957; #FT 731.501 1050.71 696747.0573 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A #N /A (P) Roof (Upper walls) (P) Upper Floor (Main walls) #NIA #N /A # /BOLT 2:78 FT O.C. #/BOLT 3.99: FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 8507 WIND FORCE 525 1.33 7919.24 NAILS Not included in total 161 105 0 0 227 119 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/25/00 PAGE 4 I #N /A 4.5 0 2.5 0 113 k • eiR 0 4083.30 0 #N /A (� MAIM' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 360 #N /A 200 #N /A 210 #N /A 150 MIN PLATE NAILING #N /A INC O.C. 855.00 0 291.67 0 717.40 0 790.73 0 NA 0 NA 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 7 4.5 4.5 2.5 2.5 113 k • eiR Mo= WaII(DL) Roof(DL) Mr= T =C REQUIRED 4083.30 4083.30 2268.50 2268.50 MIN PLATE NAILING 15 INC O.C. 360 360 200 200 210 210 150 150 855.00 855.00 291.67 291.67 717.40 717.40 790.73 790.73 NA NA NA NA I 18 3.25 4.25 12 0 209 (11P'1 =8) Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 5444.40 7119.61 20102.42 0.00 MIN PLATE NAILING 8 INC O.C. 260 340 960 0 1275 0 0 0 1662.92 481.67 3840.00 0.00 1163.53 1561.87 1355.20 #DIV /0! CS16 -30 CS16 -30 CS16 -30 #DIV /0! 17 4 10.5 0 4.5 203 ' P Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6495.08 17049.58 0.00 7306.96 MIN PLATE NAILING 8 INC O.C. 320 840 0 360 1152 2784 0 1248 1962.67 12684.00 0.00 2412.00 1133.10 415.77 #DIV /01 1087.77 CS16 -30 NA #DIV /01 CS16 -30 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 <z O rc LL. 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 z O U 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 0 2 UPPER FLOOR Load Ht. 8 227 227 227 2 /3DL REACTION HOLDDOWN 227 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT 9908510_1997 -9 Lateral analysis worksheetl.xls a a a WALL SEGMENTS b c b b C d d SHEAR V WALL TYPE a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d 2/25/00 PAGE 5 ce W 6 UO U co W I (0 U. WO < � d � W Z = ZI- uj 0 p. U O 2 O H W U u' O W Z = O~ Z 8 12 0 0 13.5 71 t' ," P1=6orp4I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6832.19 0.00 0.00 7686.22 MIN PLATE NAILING 24 INC O.C. 960 0 0 1080 336 0 0 372 5184.00 0.00 0.00 6534.00 137.35 #DIV /01 #DIV /0! 85.35 NA #DIV /01 #DIV /01 _ NA I 14 3.5 3.5 12 0 167IyffMAUI/ Mo= 4680.28 4680.28 16046.67 0.00 #N /A Wall(DL) 280 280 960 0 #N /A Roof (DL) 1080 1080 0 0 0 Mr= 1586.67 1586.67 3840.00 0.00 MIN PLATE NAILING T =C 883.89 883.89 1017.22 #DIV /01 10 INC O.C. REQUIRED CS16 -30 CS16 -30 CS16 -30 #DIV /01 0.00 I #N /A 20 0 0 0 58IP1s8I 0 9306.67 0 #N /A ( #NIA ; Mo= WaII(DL) Roof (DL) Mr= T =C REQUIRED #N /A 1600 #N /A 0 #N /A 528 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 14186.67 0 0.00 0 - 244.00 0 #DIV /0! 0 NA 0 #DIV /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 10 20 0 0 19 58IP1s8I Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 9306.67 0.00 0.00 8841.34 MIN PLATE NAILING 30 INC O.C. 1600 0 0 1520 528 0 0 504 14186.67 0.00 0.00 12818.67 - 244.00 #DIV /01 #DIV /0! - 209.33 NA #DIV /01 #DIV /0! NA • FRONT TO BACK UPPER FLOOR Load Ht. 8 t- r7 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 ce w z w U UPPER FLOOR Load Ht. 8 z UPPER FLOOR Load Ht. 8 J 227 227 2 /3DL REACTION HOLDDOWN 227 2 /3DL REACTION HOLDDOWN 227 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT 9908510_1997 -9 Lateral analysis worksheetl.xls a a (ONE SIDE) a b a WALL SEGMENTS b c b b C C c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 d d d d SHEAR V WALL TYPE 2/25/00 PAGE 6 13 2 1.5 1.5 0 5901LRP ;1) Mo= Wall(DL) Floor,Roof(DL Mr- T =C REQUIRED 9436.97 7077.73 7077.73 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 3 INC O.C. 320 240 240 0 0 0 0 0 213.33 120.00 120.00 0.00 4611.82 4638.48 4638.48 #DIV /0! STHD14 STHD14 STHD14 #DIV /01 I #N /A 3.25 0 9.5 0 3461Sai RI;0481 0 8991.21 0 #N /A ORION/AM' MIN PLATE NAILING #NIA INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 520 #N /A 1520 #N /A 0 #N /A 0 0 0 963.33 0 653.33 0 2539.86 0 2579.86 0 STHD 14 RJ 0 STHD 14 RJ 0 1638.53 0 5 INC O.C. 0.00 STHD 14 RJ 0.00 STHD 14 RJ 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A 20.5 3.25 4.25 9.5 3.5 3461Sai RI;0481 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 8991.21 11757.74 26282.00 9682.84 MIN PLATE NAILING 5 INC O.C. 520 680 1520 560 0 0 0 0 563.33 963.33 4813.33 653.33 2593.19 2539.86 2259.86 2579.86 STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ I 15.5 2.5 3.25 3.25 2.75 3361mott -4,/I Mo= 6729.66 8748.55 8748.55 7402.62 Wall(DL) 400 520 520 440 Floor,Roof(DL 1902 2640 2640 1248 Mr= 1918.33 3423.33 3423.33 1547.33 MIN PLATE NAILING T =C 1924.53 1638.53 1638.53 2129.20 5 INC O.C. REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ RIGHT TO LEFT MAIN FLOOR Load Ht. 8 O u 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 z O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 227 346 346 2 /3DL REACTION HOLDDOWN 255 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT 9908510_1997 -9 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 d d d SHEAR V WALL TYPE 2/25/00 PAGE 7 c ay.x s.a "••• royrrwr mmr4 m'!! . 51t 1 r 4 V '." I:c{+ATIOnktiVrOetk IFIIMIX!voTat rs. fwev. .eno.,.,,rmov+.e.- nwn,a»'vusew *WO !kq{ Z W cc 2 J O U O CO W : J I W O QQ d W ZI- W 0 O 5 0 1- W LL- 0 Z W 1 I O~ Z 8 11 4.5 4.5 2.5 123 igilgtelitial Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 10820.19 4426.44 4426.44 2459.13 MIN PLATE NAILING 14 INC O.C. 880 360 360 200 960 312 312 588 6746.67 1008.00 1008.00 656.67 370.32 759.65 759.65 720.99 NA STHD 14 RJ STHD 14 RJ STHD 14 RJ 14 19 5.5 0 0 19511Mii PtiektiSi Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 30036.57 8694.80 0.00 0.00 MIN PLATE NAILING 9 INC O.C. 3040 880 0 0 0 0 0 0 19253.33 1613.33 0.00 0.00 567.54 1287,54 #DIV /01 #DIV /01 NA STHD 14 RJ #DIV /0! #DIV /01 #N /A 23 0 0 0 84 MVO 0 15519.54 0 #N /A titliA .1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #N /A 3680 #N /A 0 #N /A 1128 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 36861.33 0 0.00 0 - 927.90 0 #DIV /0! 0 NA 0 #DIV /01 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 l 10 23 15 0 3 84 MVO Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 15519.54 10121.44 0.00 2024.29 MIN PLATE NAILING 20 INC O.C. 3680 2400 0 480 1128 408 0 624 36861.33 14040.00 0.00 1104.00 - 927.90 - 261.24 #DIV /0! 306.76 NA NA #DIV /01 NA FRONT TO BACK MAIN FLOOR Load Ht. 8 t- s 0 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 H z w 0 MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w 346 346 346 2 /3DL REACTION HOLDDOWN 346 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT 9908510_1997 -9 Lateral analysis worksheetl.xls a a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 c c c d d d SHEAR V WALL TYPE 2/25/00 PAGE 8 SHEAR NOTES UNL!e6 OfllRME WED pESIGN CRITERIA 1. SEE CLLCULATICNS FOR DESIGN CRITERIA GENERAL NOTES 1. ALL bEARNAL.L6 DAWN ON TAE FLOOR PLAN ARE FOR UAW/ ON TWAT LEVEL. (TYPICALLY 61I01N 614ADED). 2. ANCHORAGE 16 FOR 61EARWLL6(PANELS) ONLY. WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS. HAILS MAT BE SPACED • 16' OL1MN) PER TABLE 23.I•G 3. WERE PORTIONS OF WALLS ARE NOT !DESIGNATED AS SMEAR PANEL6 THEN SEAR DETAILS DO NOT APPLY. FOLLOW MRL UDC. REQUIREMENTS. 4. PROVIDE IVO STUDS AT ALL HOLD 00I14 LOCATIONS. S. SEE MANPAGTUIER'S IEGUIIETENTS AND DETAILS FOR EACH TTPE OF 1401.0004. STRAP. AND C•IECTOR FOR PROPER NSTALLAibN. 6. ALL RT11000 OR GTPSLf1 6(EARUALL6 SMALL BE APPLIED HORIZONTALLY OR VERTICALLY ON DriDS. EDGES SHALL ASE STAGGERED AT CENTER OF STUDS MD BLOOCED PER SCHEDULE 1 DO NOT OVERDRIVE NAILS NTO 61IEATMN6. & STARES OR SCREUB AIE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS L LEDS PRE•APPROVED BY TIE BUILONG OFFICIAL ROOF 4 FLOOR SWEATNING L ROOF WEANING, 1/16• 05e APA RATED 14€A1MNG (14/04 LAY LP W/ MNR1l1 Ib' CLEAR BET1 EN PANELS TO ALLOT FOR EXPANSION. NAILING SHALL BE 6• AT 6' co AT PANEL EDGES AND 0' oc AT NTEICEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 14. OZ. • ALL INSIPPORTED EDGED. ALLOWABLE DIAPHRAM 8•EAR.16040/7.147p•r 2. FLOOR S/EATM61Cn 3/4' CDR 110 APA RATED PLTU4700 (46/24) NAILED AND GLUED. ADIESWE CULL =WORM TO APA 6PECFICATION AFG OL PROVIDE TIG EDGES AT LOFTS PANEL EDGES. N*ILNG SHALL BE 10d AT •' oc AT PANEL E0GE6 Afro 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIMRAFT 6MEAR•ZB•017•TTTp.r S. R.YU1OD WALL DE LAID IW FACE GRAN PERPENDICULAR TO SUPPORTS AND ETD ;fit & ' ds L�t±hrnAGds��:xM *aba FOUNDATION SHEAR WAL &l k } l4? u4Gt si i%)4 1L:e 99085.22 I I F] I -as . I 4 Kappler Architects, P.S. 14311 SE 16th ST. 4264, Washington 98007 (4255) 6415320 Fax (425) 6415318 (425) Dp ANR Date By Desap . mar y ��"°� MI FOSTERVIEW ESTATES THS DRAW ; B © COPYRIGHTED AND 6 T}E EXCLUSIVE sVE PROPERTY OF 'RE ARG+TECT C NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. D SHEAR NOTES IKESS O1141ILU•E /NOTED DESIGN CRITERIA I. SEE CALCLLATIDIS FOR DESIGN CRITERIA GENERAL NOTE L ALL SIEARALLS ORGAN ON THE FLOOR PLAN ARE FOR HALLS ON THAT LEVEL (TYPICALLY SHOWN SHADED). 2. ANCHORAGE IS FOR SHEANWLLINPANELS) ONLY, WHERE PORTIONS OP MALLS AIR NOT DESIGNATED AS SHEAR PANELS. NAILS MAY BE SPACED • UV °L(MN) PER TABLE 73•I•a ). WEIR PORTIONS CP WALLS AIR NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MN. USL. REa1IIRMENTS. 4. PROVIDE TED STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MANIACTU BR'S REaiIREpENT6 AND DETAILS FOR EACH TYPE OF I10LDO0( STRAP. AND COMECTOR FOR PROPER NOTALLATION •. ALL PLYWgOD OR G1 SIEARUALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY CN STUDS. EDGES SHALL BE STAGGERED AT CENTER CF STUDS AFC BLODOED PER SCHEDULE. •L DO NOT OVERDRIVE NAILS NTO SIEATHICG. S. STAPLES OR SCREWS ARE NOT NI ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS 1145.56 PRE - APPROVED BY TIE BUILDING OFFICIAL RooF I FLOOR SWEAT.tN L ROOF SNEATNNW 1115 055 APA RATED SIEATHNG (24F5). LAY LP WV MN111YI V5' CLEAR SETILEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SHALL BE Ed AT 4' oc AT PANEL EDGES AND Q' cc AT INTERMEDIATE SUPPORT. PROVIDE EDGE CLIPS • 24 OC. • ALL LNSIPPORTED EDGES. ALLOWABLE DIAPNRAM SIEAR•15000112.I2p.r 2. FLOOR S/EATI1S 3/4' COX TAG APA RATED PLYWOOD (46134) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECFICATIOI AFG SL PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL BE IOd AT 6' ye AT PANEL EDGES AND IV Oe AT NTER'EDIATE SUPPORTS. ALLOWABLE DIAPI•EAr1 SIEAR.2SGON•I'flpel ). PLYWOOD SHALL BE LAID WV FACE GRAN PERPENDICLLAR TO SUPPORTS AND END •:.'v?'F rii`cp.tkcrA;A:.t .go'A ta.d,£h i'. e'- XtTi47.i+Z ..YI' • fv: '.L " 4; rir;!D' FiY1' x2 rt:. 4% st31a4;;tiGi-.�'4':rri..clie'rbt MAIN FLOOR SHEAR WALS L r W.r.r g N a Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washngton 98007 (425) 641 -5320 * Fax (425) 641-5318 DUJARDIN Data By Da=Otioi Purnell C INN PLAN *2060 FOSTERVIEW ESTATES rrss ow,wwo s ©GOPMG nEU M,o s 71-E Eu0.usvE PROPER1Y of THE ARGirEcr No r 0 0 7d e ly nom We: 1 IN Armin= ii NM \ . 1i71 - fit �/ / \ i IN 11:01 — 1 II MILL Cfi■.inii .a,: um 1 iza FUEL � ` �j lflh i ' � � jam ' Olifilimomma MI El ,= I i .. 41111 a 11710211 al Mr • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT DUE TO THE QUALITY OF THE DOCUMENT. SHEAR NOTES I.LEM OTER.SIENaTo! pESION CRITERIA L SEE C.ALCLLATIDNS FOR DESIGN CRITERIA oENERAL NOTED L AU. SFRAIEWLLS SNOIN ON THE FLOOR PLAN ARE FOR WALLS DN THAT LEVEL (TYPICALLY SWIOWN SHADED1 3. ANCHORAGE IS FOR SNEARYALLSIPAIELS) OLY, WERE Roma* OF IWLLS ARE NOT DESWNATED AS BEAR PANELS, MALE FLAY BE SPACED • W OC)TVN) PER TABLE 33.1.32 3. WERE PORTIONS CF WALLS ARE NOT DESIGNATED AS SWEAR •ANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MN. U SC. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL NOLD DOW LOCATIONS. S. SEE 11434FACRUEER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF 40.00W1 STRAP. AND CONNECTOR FOR PROPER NSTALLATIDL •. ALL PLYWOOD OR GYPS131 SWEA IA LS SHALL BE APPLIED 142RZONTALLY OR VERTICALLY GN SUDS. EDGES SMALL BE STAGGERED AT CENTER OF STUDS NO BLOCKED PER SCHEDULE L DO NOT OVERDRIVE NAILS MO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED BEAR WALL PAELS IN.ESS PRE•APPRDVED BY THE BUILDNG OFFICIAL ROOF 11 FLOOR SHEATI4M L ROOF S/EATIMK' 1/IM' OSB APA RATED SWEATING (]Up). LAY UP WV M1421/1 VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SMALL BE Sd AT I. oc AT PANEL EDGES AND D' oc AT INTERMEDIATE SUPPORTS. PROVDE EDGE CLIPS • 24' OZ. • ALL UdIPPORTED EDGES. ALLOWABLE DIAN.RA I SHEAR.ISO.OA,T.Wp . f 2. FLOOR S/EATIWNG. )/4' COX TIG APA RATED PLYWOOD (45(24) WILED AND GLUED. ADIESIVE SMALL CO•FON TO APA SPECIFICATION AFG SL PROVIDE TaG EDGES AT LOH1 PANEL EDGES. WILING SHALL BE Idd AT •' oe AT PANEL EDGES AND IC oc AT NTER'EDIATE SUTORTS. ALLOWABLE DIA,P1412.421 SHEAR.3B.OAT.ITpsf 3. PLY•XXX.7 SHALL BE LAO WY FACE GRAN PERPENDICULAR TO SUPPORTS AND END r1 -6 L r I' LL' UPPER FLOOR SHEAR WALLS Sao W .for 1 9908512 I I ..ce PG: moan I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 D pLAN R� 2060 Date By Desob+ MO. R"" bEt ri FOSTERVIEW ESTATES THS DRAWWs s © cceraoHTED AND s TFE EXCLUSIVE PROPERTY OF THE NO4TECT NM Er 0 0 t E r V• r L LL J NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i FOUNDATION SHEAR WALLS Nor SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMP SYMBOLS & LEGEND 0 PONT LOAD FROT ABOVE Q om - POINT 1.0AD FROM ADO'! pV LOADF • POINT LOAD TRANSFER•G DOW( PoNr LOAD rRANEFEIew DOOR/ LOAD►G l e uAN6ER L POINT LOAD TRANSREIED 51° KIOGER / P t" HOLD DDtN WTI slli DESIGNATION mwricAL t• � TO EE ICED RA PLOOR EELDY �Ar101 STy — I10111ZortAL slRAP WTW sac DESCAATIOI O POICATES BEAM CALCILATIOI IIITN MIXED 1.411BER -••« EXTENT O &EAR WALL TTTE OF SEAR WALL WALL ARO'E WALL SELON EOM U4.ESS =NEWS! NOTED. ENCANEERPO 40 CALCULATIONS ARE 14T PR:MO D N MESE ORAIVC& ( MAIN FLOOR SHEAR WALLS M' ' SHEAR NOTES QEaLrit1 CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA I.4ENERLIL NOTES L ALL tHEARWALLIS &1oUN CN THE FLOOR PLAN ARE FOR WALLS CN TWAT LEVEL. (TYPICALLY SNOYN SNADEDI 1. ANCNORAOE IS FOR S.EAIEUALLS(PANELS) ONLY. W4ERE PORTERS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS. NAILS MAY BE SPACED • W' OC(MN) PER TABLE 13•I•a 1. WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS THEN SEAR DETAILS DO NOT APPLY. FOLLOW MN. UDC. REGUIRF11ENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEEMANFACTUIEiR& RECUIREMENTS AND DETAILS FOR EACH TYPE O HOLDOU►i STRAP. AND COMECTO• FOR PROPER INSTALLATION. L. ALL PLYWOOD OR GYPSUI SIIEARWLLS SHALL BE APPLIED II OR VERTICALLY ON STUD& EDGES SHALL BE STAGGERED AT CENTER O STUDS AND BLOCKED PER SCHEDULE T. DO NOT OVERDRIVE NAILS MO SHEATHING S. STA)tES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO MA1.5 FOR DESIGNATED SWEAR WALL PANELS IPLESS PRE•APPROVED BY THE BUILDING OFFICIAL 1 F 9NEATNMG L ROOF S.EATHINGI 1/1i 050 APA RATED SHEATHNG (14/01 LAY LP SW MP4W111 IA' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SHALL BE Sd AT 6' oc AT PANEL EDGES AND D• OC AT INTERMEDIATE SUPPORTS. PRONDE EDGE CLIPS • 1A' 00. • ALL UNSUPPORTED EDGES. ALLOCABLE DIAPNRMI S.EAR.I110141614I1pFT 1. FLOOR SHEATHING. 714' COX T APA RATED PLYWOOD (4404)NAKED AND GLUED. ADIESIVE SHALL CONFORM TO APA SPECIFICATION AKA OL PIEO/IDE TAG EDGES AT 100 PANEL EDGES. NAILING SHALL BE IOd AT S' •• AT PANEL EDGES AND 11' oe AT INTERMEDIATE SUPPORTS ALLOWABLE DIAPSIRAM SHEAR.1BFDp•TTTp.r !. PLYUDOD SHALL BE LAID IN FACE GRAN PERPENDICIA.AR TO SUPPORTS AND Elm UPPER � SHEARWALL .- .;HEDULE lE i Y 11 f ii 1 4 e gag ti9ii i1E 624 1 r iia 6 02 i ;1 .a, • a•ol N' (1113 Oi SOS � GI.4 OR ISd • W SA' GAB Of SCE O ' T W UAE TUD SOES 164 • IF G1.4 CR Rd. A ' S/S• GAD nO IOU R•SA MI • Y 19.6 MI • S P.4 6d • 4• TAY OSEL FI.) ti� SCE ad • )• F1.y0 - Of USE 3, STUDS a PANEL EDGE R•) USE 34 SILOS VW CGS T10 SCES MOW 1.2.4 STAGGER S CATUPG Ud • 4• AONTS MI) STIDS • FR EL EDGES ()NR LS FP) r• EN•A H 5050 1141•7' 3 16P05! )7!1 SYMBOLS & LEGEND PONT LOAD NROH MOVE o•' POSIT LOAD R@1 400.011§/ LOAD110 PONT LOAD TR4MY PONT LOAD TRk1YC HANGER PONT LOAD TRMME Han 130W4 PAN 817E DEMMATION 5E1 STRAP IIPTN sal oiscruno• TO BE USED ON ROOK E[L0F — I MOAL STRAP ON SIIE DEMNATION IOICATES EEIPI CALOLATIOI INDEXED WOE* •�K �-• Earn O• SHEAR NALL �• TYPE OF bE4R WALL WALL 430VE 1=1 WALL BELOW U4.EM OTHERWISE NOTED. ENGNEERFG A/C LATIONS ARE HOT PRDVIDE0 N TIL.se DRAMNOR [N FLOOR SHEAR WALLS ST41• M' SHEAR NOTES °LENT u DESIGN CRITERIA 4 TIIa4S FOR DESIGN CRITERIA L114 SNICNA4 C44 THE FLOOR fn.ax ARE FOR WALLS ON 1)MT IL. (TYPICALLY DA T. ANCHORAGE 15 FOR SH ONLY WERE PORTIONS CP WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAIL'S MAY BE IM PER TABLE 22.1.a PORTIONS CF WALLe ARE NOT DEEIGNATED AS WEAR 1•APIEL ! THEN 6NEAR DETAILS DO NOT APPLY. FOLLOW MIN. SL REa 4. PIRCIADE TWO STUDS AT ALL 14C1.12 MN LOCATIONS. S. SEE :TURER6 RECUIREMENT5 AND DETAILS FOR EACH TYPE C. NOLDOUN. STRAP. AND l PROPER INSTALLATION. 4. ALL PLYWOOD OR GYI HALL BE APPLIED MORZCNT Y OR VERTICALLY EDGES SHALL Be STAGGERED AT CENTER OF STUDS AND ISLOO CED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS MO MEANING. & STAPLES OR 6CREU4 ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS Vd.Eb6 PRE - APPROVED ST THE BUILDING OFFICIAL ROOF I FLOOR SI`•EATHIN@ L ROOF 6MfATHTNG. 1N` 050 APA RATED SHEATNNG (74404. LAY LP W/ MMIN11A VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE 6d AT S' cc AT PANEL EDGES AND D de AT N1EI@'TEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 74. O. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPIRAH 6HEAR.I60.067•147p•T 7. FLOOR SHEATHING, 3/4• COX T•C• APA RATED RYUR" OD (4644) NAILED AND GLUED. ADHESIVE SHALL 00PO41 TO APA SPECIPICATICFI AFG CL PROVIDE TO EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT S' cc AT PANEL EDGES AND 10' oe AT INTERMEDIATE SUPPORTS. ALLCUAOLE DIA HRAH 64EAR•264067•ITTp. S. PLYWOOD SHALL BE LAID IV/ FACE GRAN PERPENDICULAR TO SIFPORTS AND END .1 I Arth v I UPPER FLOOR SHEAR WALLS FNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS C)1111112111111111 " MILININI z co 2 :T VS a co iez air L i V co . CO 61 `O 3 ab G. TIRE E PC: 1110677 S3 99085.22 z W J U 00 N 0. w i J H CO 13_ W 2 �Q Z Cy I- W zF 1--0 w w w o W H U ' L I O w z. F= O 1 " z Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 KAPPL August 18, 2000 RE: Deletion of LS 30 clips on shear wall bird blocking Dear Duane: ineTS, Rs, your complete 110111c pICilinill`l resource 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 Hi 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. 1 6/zz/zace) • Sincerely, J Kappler President /gyp 14311 SE itith Street . Bellevue, W% 9800; 1.Soo.S88.4517 • (425)641.532o .tax. (425)641.53i8 wiv v.kapplerlio►neyClns.com forKt !l.rw, 61tr,R«.MYow•FerMMy'OY`!VFJReWARm + ..',aw 3;'n'', � 411../ Gary Bumstead Dujardin Development PO Bbx 1059 Snohomish, WA 98291 RE: Hold Down Clarifications .,Cripple Wall Situations All Cappler Home Plans for the Fosterview Plat Dear Gary: F06 view s -hare s K , • • • .. i., ;• l' ill i I t ' , ' � i' Ili ( ,, 11 li : :1 C) . I / t' l l I September 26, 2000 r . lq Our drawings designate a hold down in the concrete stem well at the end of certain shear walla. This hold down is specified as an STHD14 or an STHD14 -RI In some situations, due to the cripple wall, this strap does not reach up through the floor joist and grab onto the main floor walls. This letter is to clarify the intent an d correct installation at cripple wall locations where the above. described condition occurs. , t 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 alfove 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 systeml 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. Per your request, our office has investigated the hold down condition as it relates to ,cripple wall Situations. 14311 SE ztith Street . $e1i vuc, W. 98007 2.800.888.4517. (425)641.5320 • fax' (42541.5318 00400 201'wwa v uw.Ju� wt.wv.44/y1 :1144llwyrslu. olit OF rukw SEP 2 7 2000 PERMIT CENTER DEPARTMENTS: Bui ing Division is Al's - ZI - OD n Public Works Complete Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 - 063 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #2060 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Fire Prevention Structural Approved with Conditions Incomplete n Not Applicable Approved with Conditions Planning Division Permit Coordinator Not Approved (attach comments) Not Approved (attach comments) n U DUE DATE: 2-29 -2000 I DUE DATE 3 -28 -2000 REVIEWER'S INITIALS: DATE: Side Elevation Rear Elevation M. Bdrm. 154-x12%3- Hall Bath Bonus Rm. 23'5"x11'10' I © OOPYRIOW UNPLOKISMED WOM KAPPU!P ASSOCIATIMI AFIOWTIICTO L- • Upper Floor Plan DUJARDIN PLAN #2060 FOSTERVIEW ESTATES f • 1 ____—_--...--------- I ,.:Iid.:1 :,•s,t he Mao Cfler; apt--7ovak ,F,-re fibi,ct to ertnrs and omIssior,,, ..prova of piani do e6 ooi tiotiorize We w o1F - It on of ap adopted code or oro■netro:.:, ,.lece■r: , of con tractor's copy of approved pk — --,c• : . . ' ()tiger!. . CI SEPARATE PERMIT REQUIRED FOR: pUMNG aOAs ) ELECTRICAL PIPING CITY TUKVMA BUILDING DIVISION 4 • • dr" i SQUARE FOOVAGE MAIN FLOOR 927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE .523 SF DECK / PATIO 124 SF SQUARE FOOTAGE IS MEASURED TO TI-4E OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATONS. OPEN TO ESEL<XL1 SPACES $4 GARAGES ARE NOT INCLUDED IN CiALCULATIONS. • -`•--....._______.---- e -- ; .............._ li- f 1. 4 ,-I4_ ' - - 4,--. ', -----,----v- _, \ ,, -- ,,..., N , ---- --- / ! / ,,,,, --- ------ _, ,. — -- 4 „...-- A ., 4 fc, — 7 - 1---' • II Dining • 15'-8x10 Kitchen I un 2W'x r ___..._.,--..._-.„ I II . I I 1 • @ clormattr usagituelosi •4110r.AATIMI a Family 15'-8'x21 Porch Entry • * DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & • MAIN FLOOR FRAMING Al MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING Al. ELEVATIONS & BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE \ `f OF 10 2.s 7- . , t RECEIVED crry OF TUKWIU1 FEB 2 8 2000 PERMIT CENTER I 1— LU 0) 0) CO 4 T 1 (T) (Jo ci 1-0 co - ct - c 5 * co co SP Cr") 00 z _SHEET COVER SHEET *Ft 22 F_13 rio. 990EC22 .5' 5 55555 . „ • t? ' • St • S t • . • • • -3 99083.22 , .F • • *WY, k% • ::**111., r '~ z L- LEDER& IREGLallerlorS t G ooverrmu y rem raw barred wbw rem ed r e gte MI AS to rotlpwrg w tllrb stag set by omeo e.o' Shama ..nude • it r fa o. cQ • . d to. :race Qrs - Tees arts • mend es to sec s s • •et•dl senueow '1St roiowmc w C5t. 'craft Not w hi are nf[:em cry rabal•SO to caapi•ta pal .pecMk- project Coadrala e_ Coneectooarer fa camp,' Musa of apecMlcat.ors tat r the aonneeet -: set: state 'Coorcelete or weer ftneh seea.om erecter 2. Awes dowse, arm cmytgsed KAPPLER •RD4TECTS PS •.tai.. a. Vas csnw.np ono 'copyright or the drim odr w Fedwa cooye'gl as Anc'odtctom . Oustrauore soaked drawn? r `oar . toy worreetbn of We KAPPLER esomfreole ee cosy 1 AeahDnzed rep ocwct:ora gut bear Vet Weed KAFPLER AID- 4'ECTS. F..y a Coneruceoromonstig des e9s nJ tow •e !I rye are dagammmt,c and do rot croon to show aim drub a oadtio. of :Amu akin Ouster gare'sy arm :c the amc itscara omeor rtes area to cat tedr.ca! distend weir these dreene. CLrI lcat.ore wtrerreti as send re✓vons are C Den or the comuuala• proc.ss KAPPLER ARC.diECT5. PS_ therefore shad not be table CO! ern derma. redirect or ocessqu ntai C'asdges es a Mug of not participators r. the cor.tuh cute prose. 5 Do rot .try a a2drry uhf sat IrOsm exempt earl cram row,: or era KAPPLER s1RE3"TCT5 fir• decoder-es. aid omission to KAPPLER 4RGi-t'E{TS P5 b natter or coertrtctto' and the Indicting proser there seal be Odder dfa fwd CoreactorrOme- mecum of the centime models coaponerp, and assemblies The art of worked drain" a coned,* a bee der set' Ord dome not mt:i t. specifkatiore or bulk>leo eatenar east 'Itrefore n a the Ccmtrectar7rnr resporetekty to provbe ono coordrtats speciftcauone mcudm9 product 'election ere reteitsuor or assent KAPFI,ER 41 +eTECF5. P5 assizes iv liabNtty or responsibility ror d+aepenus or conflicts ONO occur :trout? -;out- acta•Cter specified metro* and their rmepec,ve titmoustlon KAPPLER ARG4TECT5 P5 agar no alibi its or remporsb4bt roes any 'tot' this•' efy oe caked ow or referred to Oy srLFactlrer as brad rem itsm calls out are dad so For cordreneree achy 1 Dc not iced thew drawings for Leticia. dleeriore. vier, air der.aons and alma'* before coweredxj cork are be - esporoble rt thee •caraey are report d.aepanues Onions to the ardttect imediateky. 8. The ColractoruOdsr s •espor.bie for coordMteg meek weer that of ail trade" to emus proper and adequsu nterrace of ali trade wart hie corrector shall ape respon d: s For all refigured safety precaik.orns end ore:ea r.s required to do ties cork 9 Except as mpecirnaly aenhed otheetse nerpreuuor for all defn!tices, abbrev:atars, mid supplemrtel derwrtlors slot follow accepted referenced etadrds 30 Ali York with, Litt* contract ill represent Chet o' fddistry Winded& for tee respective trades n the location r sled the project is built 1 Rovede crawl space accts. einee 18' x 24' uoob.tructed access per u8C 23113 !emulate end ttsethher -.trip per e nergy ,ate Allow b' rheum spies wide mood joists and 0' mid space under wood girders. 2 Provide attic access, sue 22'x30 with 30 .r .r headroom at urobstncaed readily accessible opening per UBC. section 605L insulate and *mathr -strip Per requirement moral 3. Provide ventilation per UBC. as follow A) Crawl space whets: ore einea net area shall be not less than *.f. per 150 of under floor area. Cperve. shall be placed as close to the coma as practical and .hail provide cross ventilation ce at least two approxnateiy opposite sides per Becton 23(13. e) Attic vatlbuont neer on area that be not Isla than 1 sf. per 150 *f of attic area or 1 sr per 3cre of or attic area it 112 is in the soffit and 117 is at least 3' above the plate Imp per UBC section 5053 and energy recoirese ts. 4 Slope al. decks walks. driveway* and patios may 'non building kt f1wtte '44' pa 5. Garage ar-agarr., separation. 4) Ocapana .*ration from garage to home ell be of fire resistive constructor. and be on the garage ode, and shard iron nud -.111 to roof sheens The ceiling Joist*, mils po.0 and beiges supporting atructve above wll be covered wth 5/8' type Y x' GUM *tan a living area Is abovs the garage. Use 2 layers of 1/2' type 'x' GOB at trusses and TJI's per UDC 3024 and table 1 -B. B) Door between garage and rouse deli be tight fitting self- clo.ng solid wood door 1 343' tick per UBC. section 302.4( 3). 6. Star asembiy. A) teedroce 6'-8' minimum Width 3 -0' minrra per UDC section 10065 B) At prtvete stare tread 9' enter rear 8' mixer All other stairs treed le seem titer 1' mazer per UBC 10e163 C' Top handrail mil be 34' amine and 38' sarwee above the stair section and not less than 1 1/2' a more than 3 17' from the wail and eith returns at each end per I113.c section I00er D) Install rre blocking at top and bother of strhger spar and mall along stringer per UBC. section 105.2.1 . E) Cover lambs space veer stair nth SW type 'x' Caleb, we (2) layers • ceiling area. 7. o mnc y Cie, s Dtebmlter Shafts - provide 513' type 'x' GUS or 26 gage sheewtal I with �bdk jots.* on all cremes to theft surfaces shill be self cbstng solid wire citow 8. Fi etopptng - as per UBC. 7516 S Structural design criteria . These rotes are provided for convenience only and do rot OIply that carpet* structural analysis has bean dare cot 'h* etnuct,re Al Thum Loading: Load Top chord rive load. 25 psi Top chord deco bad 12 psi (20 p 1, If tile) Donee Ord Lly. toad 5 p TOTAL LOAD 42 psi br Roar live load: 25 pe C) Floor live load: 40 per D) Stet and corridor ,vet load IVO psi E) Met* cii un its. w&ghte provided by manufacturer F) Ulnd: 80 n diocese 'B' Re.8 awned G) Ert:aurae Zane 3 147 Allowabd toll premed Wier a soils report by a qualiFted engineer Is c' provided. all rooting .i . and fo datiere shall be on armed 2000 psi b..-ueg J Equivalent rIuk primers 35 psi 10 Prefab maid Fireplaces and Solid Fuel Burnes. Appliance. A' Solid Real boning appliance educe airtight stoves, fireplace stoves. room heseirs/rrepuce stoves factory built fireplace., and fireplace Inserts and all WaII coupe, with the provisions of Section 30 -304.6. WC 5, Metal Owns s elm be enclosed rove the stay in ehty the appliance served is located. in mils raving one ha: fire resistance rating, and wIth a space on all sides betel, dime, and enclosing walls sumcie t for examination and repair for entire erns, Walls shall be mahout openings per UMC 834.1.814.4 C) Provide r►estoppeng at descry per UDL moiler 10621. D) ketail metal "replace with hearth and surrounds per tsenufacurers E Prefabricated Free) laces. caw,p y* and related oompandne to bear Uo specifications. or ICBo *eel or approval and be "stalled per marwatturers requirements F The hearth WaII extend at least I6' in 'roe of and 0' to sad Ode of Om fireplace opening shin the opening a enaller the 6 so Ir the opening is 6 s r or large Or hearth Wan extend 30' in Resort and 11' t each std.. per UBC 31021. t r Leo • , con.) I Timmy Ftnapeae. i18G sectcor ) ^r�a+oae cede be desgdd fed eometohicset� to nips, alb D' Vexes, trms.et.dw demo eat care a wwrwas of 2'-O' above era, port or the Peens etre e• or eha dteswy Chtwesy t hive maruforced Mad -omert woo ctD sloped to .red sour or emery storm or wrath, cap awn land ceeeie porgy/ to shoo meter PargYg tc has mot. 3 thee Uwe mammy star a warren cep e teed oway • to to rewoonced nth S, 4 bre as bad bees es sheet Provide V2' gee saes spark aroma et rims srweetlon tip. Flames n..e rd conele•el.h math sal 26 ge galvanised theft waits or e.4x .alwt type E% itsdhavage - An ro ego wet be prwtdod at alt =SWIM std floors Pere :rw• 6'-O' above gads rcapt met coretocted entirety emir we erurwr ear or the a.dhg anchorage to be (2) 3/ib' • it nods cast at east 0' leo Ina dray we In IBC awiee bete ate a b' extesoor rood the vertical rerndxmrg tarn or the oaer'ace or the dfray Odor rap l* to be sabred to the structural freerg of the bi.A1P3 enh '2' JY bob pr .trap are oista are parallel to the dewy strap. re to be rowed to h4 dowers connecting r. nett 4 joist. are second ate O. I6o rain each joist type ` Cieretre. ^eves " entree betas, easorry rreplsce dewed a''d catbmatbi. nar.h9 own cm extant ern (1/2' /hr ran finish . gap) Proves r csrance booms. moon neepteoe or dime, or cosbustble RamNg rJen entire., env uses building etetcure Comtemebie satire: inn be sun 6' clear ors Peeped; *erne Oct reds ire' emir or the opining evil project writ than JS' ra each r of ask arras From the opened. Provide emu! good Overtopping. at all sepratxare causer tee peacre and eoodesei g. Wok header to be alt 2t' mecvoe fi eptace openers for f1 :',a:e Pik ftyee rah the sal increase he1dr hole 6' ror even, 4' or memo projectoor rah the room C.• Seoka Chen, - 9120I411 dasher to One constructed of clay pods= nth minimum thickness as fold.: red est - 6', see daub - 8' Front ed!t - 8' .4 Deeper - Damper to oe top rows operator atth e soces.'t r eem' s a automatic am approved aut control Deeper Oily opened OW ready nee area .c4. to a greeter thee the re¢ered emir flea size 11 rr-aepiatbr test, typos' ✓ timrlh and Exte.bn - rewrite tC be trick steed, conaata a other approved norocontatbis materials. or re -Merced to earn, ate our meat e d ell imposed bade. Hsrthh ant extend beyond fireplace as follows Opening 0 sc ft tc 599 aq R 6' n front 8' each sale Dosing 6 sq. R a merger. 20' In front C' .ace nos Came hearth era axtreiore to be rwinfaced oath oi bars • 6' oc each tai Pre - cut atop. Or precast concrete hearth, and exteretaw to be atpponeo by 3'43'x34b erect . 24' oc. Provide aldwage to room freers as not above gads i earth to be d able frosi aojacst newton wets ;al K- Firebox L) Colimetbr - Air provides en mode source for cotbuatlon air 6 M me duct size with operable damps outlet it so Fro to be located wide the firebox d Octet portion M Foundation i Fcrdatioe cants art 8' thrice 2 Footrng tc be met 2' thick and extend 6' beyond fireplace calls, re -t emcee with '4 bars at 6' oc ead• wary and beaming on Om vidi.tubabie soil 3 9prlce rooting bars to vertical chary re- eMrumen! per chapters g and 31, Intgec_firalsOIM_Okogooloogo 1 411 caretructlon Wall conform to the 1991 LhIFor. 5Wldw9 Code (UBC.) and be e eccordanoe with all State Law and Regulatlae and verd a codes Imposed by jerisdic:iona; redrew** and local authorities 2 Arrange rope:tlons that are mandatory due to J.risdictlora! requrrements 0E00 CCNST1aicT10N FACILITIE5 AND TH'F:RORY f.O ORCI..b L Provide Ta ,cray Facilities - including Nscvicity eater , temporary J&r4dlctlorel requirements 2 Provide Coetesporary Controls - Including erosion sediment and and entrap*, during construction per Jun.dlctlonal requirements END DIVISION 1 Division 2 SiTE WORK Pena - Execution 1 Ro.gh gracing. 4' bolos finish grading tendss otherwise epecirisd 2. Fnish grading: Landscaping division 02900 9. Excavation, backflllwy, and compacting for strucura an needed 4 Excavation, badkfllling, and compacting for pavement as needed 5. Hauing and disposal of excavated stational as eseded 6. ' of material as nestled 7. Rock removal as needed, 121.50E PAVNG AND ywcoo Pan 2 - Product 1 Wok road, and parking paving. A Asphe It 1', class B. over 3' cot shed rock or 1' ATB. D. Cnahwd rock 5/8' m C. Concrete per Division 3, L Flesh and cobs Coordinate Seth materials finish *section schedule. 2. Wit Pavers: L Coordinate with tutorials trash selection schedule 3. Pavanert marking: 1. Coordrate with materials finmehrselectcn schedule. 10210p SELIarg den: j2gahge Part 2 - Product btbdrarege systems A Foa and drainage 4' ADS perforated pipe non -rigid 2 store sewage *yours A Exterior cetdhasvi gates and Irene. I. Coordwa e Nth merle Is f eeiectbn schedule 5 Culvert*: l Coordinate Nth matrlais finish selection schedule C Draw pipe: 4• ADS nth- perforated tight red 3. Sanitary sewage oyster. 4 Seaga collection lire* 8' PVC beer cast von is noted. B Septic system. Per drawings of bidder designer Pat 3 - Ersculbn L eubderage system: A Slops to draw and .lase In toll Wilinwg material per details. 121Q00 SITE A1P gotIO OI Part 7 - Product l Irrigation system Bidder des Coadnats nth materials finish sel.ction schedule 2. Fences and gates 1 Coordinate with materials flesh selection schedule. Part 7 • Product Bidder Design END DIYIBION 1 toilet, per outface wets control Division 3 CONCRETE 0 FORfIVFOC Part 3 - Execution Formwork and bracing tor structural cast -n place concrete Will be by subcontractor and vest the requrwmenle of the erring► and SOWN standards 2. All format. shell be placed In such a manner as to aline cast - soh place concrsts to be placed de .mild ..b.tate and to slice structural scpat nerbere to sit below the frost Ilea METALS Pan . Pro dsti l Rseracrg slaw >Waved or s+mw a•d loo atiore tsar Done and ache.. Grads 4C F •4Aa atev .r. fabric at icie;almare per peas aid dote s bah 114.L4ttF Part 3 - E.roaamn 1 A mine * ra M bars we or ' -6' a 30 diameurs. er.awer 4 urger preside cotter ban to ends edratute reinforcer: `tram, Cpar•agf per eat/}• APO MC ONIFear Part 2 - Protect 1. , Motor boos air x i0' .rtes* othaetse notC a &sands 2 Exprroom and cowtraatan jOit. :2' aeon's epregnated ►eh is iocated per drawee) rd demob Part 3 - Easytlon t .beta tool et 6 - amt C Q' Rom comer std joints sac aloe bent sit T• 2 boats per piece or mood Part 2 - Prodc-t 1 Structure careaets 5 sad hex ric • 250E' p. a :8 days 2 4detecaraf cohere 'Cr exposed aggregate rich ( weed 5 sad e(x tc' . 2".30, D•• at 28 day with 348• rand eggegate. 3. Aemoures A Ali concrete deli have otter radiate adsu,rur.. rcpt 'a rooting& B Air rtertannent snail be 5-8t r el: comets exposed to 'smasher G. Cobras ag.t Ccordnate .eJ newels nor selector. sdeea,te Pan 3 - Eaaan.or. Dlv.uOn 4 MASONRY 04200 WIT I 033121 r..NO, NOPI.NZSLeCINIIE Part 2 - Prodc't 1 Type '5' .Char men Integra 1 eaterprorrg agent Part 3 - Exeo tt i 0450 MASONRY ACGE55cR1E5 Part 2 - Product 1 Andres and T. I' wide 22 ^-{•rage corrugated steel .trip. ooh - corrosive 2. Join •errfa ceerx standard udder type 9 gage isre 1 -37'. ler star ma i thideier Part 3 - Execution 1 L Per UBC Chapter 2i Pan 2 - Product L Bruck easarty A Exterior location.: nereAmfg L Coordinate wnh matslal* neural selection schedule 5. Interior IOcetiore ranelmfg. I. Coordinate with materials feish *raced soh eduie C. Payse/plantero: nenywrg• I Cooddiate with materials fin, selection schedule 2. Concrete masonry ores: vide N -i C`ti inset otherwise Irdcated sizes per emerge. A Special unite: I. Coordinate soh eateries flrneh selector schedule. 3 GIar sawn units (glass Nod) A Exterior location. nasr/sf9 L Coordinate with materials finish selection schedule 5. Interior bcatbn nanaAnfg: L Coordinate alth material& Nosh s.iecton',dddule 'Part 3 Execution 1 1 Bride and veneer A Brick veneer WaII be sooparted on footing Fo rdationt or othe rion-comFxustble support.- 3 ill hove O. Felt backing and tee at 1 per each 2 sf or veers Provide I' erne alr space betimes veneer, and backing and approved rla.heng at base of veneer and 3/8' road eesphoeee at 32' oc at the base of veneer extending Row the alr space W the exterior . Verner *hall support no load otew than its err weight and the vertical dead lead of verger above D Per UBC- Chept 21 . 2. Concrete mean, urn r ono ) A Cordes mason, unit walls shall be cant ,tad to conforn to AVM C90 it veil be laid up. reinforced. and arterted as shown en drawings @4400 3_15M Part 2 - Product L As shout on drawings A Exterior locations: ne'dnerg: i Coordeate with materials Flni•h selection sc}+edyle B Interior iocations nenetefg: I Coordinate mote interims finish selection ed mettle. Park 3 Execution i Stone vanes 4 See Brick veneer END DIVSION 4 DIVISION 5 4O5,r0 METAL FA5mitrr, Pan 2 - Product L Bolt',: Use &ze• and •Yaps per duds or as needed Fa intended purposes h¢TAL FABRICATION Part 7 - Product L Nrmdrall• and guardrails Provide a sizes and location as shear per deg END DIVISION 5 Otvelesoe Pct AND PLASTICS 06100 RCUGH CARPENTRY Pan 2 • Predict I Freeing Lieber Framing leder smell be forked in conformance with the WC115 eterderd 9 redk g rules for rest coast keb. ro 16. latest edition. All Koh cried m .e IS% A idiot and rafters: m ;x6 end irgr) tier -Or '2 or better • B. Beans and stringers (4x and Larger! Doug-Fir 4 or better C. Post end timers Doug -Fr 1 D Studs plates and Net light fraevg Hie- FrrDag 1 standard. E TJI's and wldolste Per manufacturer F. Glue lasnetad ttrber I 8 adie span 24F vS DFm13mW 2. Contruan or ce tllever 24F eve DODO Gt All other Amber His -Fr Stedrd a better H. Piywood/alrtsd strand board cOW): APA graded. 1. Wall sharking see 'TYPICAL BULLDOG MATERIALS' list an the deg* J Floor a haterg: see TYPICAL BUILDING MATERIALS LISTbn Uhf deg K Other As note cn crewing.. 2. Panicle Board: APA graded A trnderlayment I Floors 5/8' (U.ONJ 2 Sheet vinyl, 114' (U.ON ) see division 9 Cabrrt surfaces 3/4' (UtON.) 1 3 Teases Prfea v'cated =sweeter pale noted roof theses wei desalted and stamped a Yea erstactrer r accordance rah ve Omer mped+r'cat.or for eau date comodo d Goad teases' Der? wrongs rei emus.. to be curb's do" mown B sir 'Roof News Notes' cm derv. C Roof deter ` y: a a•ah3 ab bracing std. IDs Dy swraatvir D Fled a3eratbe of our net be dr9io toy Yelecerr 4 rawenrs and asps •.es AI n.:Y w be coca. are d seas for need tarpose Meted MOW pet to roar raider. and come Ito Spa V ineroters soot or sour era to seat rsrded propose sep.or harmer* t o'er fOcat an cetera or damrtgs Ooi hest% rtes and de mews ter D'vts.an 5 S. Port tc sat cootie" b r _ - UB. 'or. Prom* Prs•+e treMSd pO.t etc potterer Gawac.o Pert 3 - y E ae P atom L The fo'bwm9 .,3 ewe: Beess row m. dares An .odd leasing date:. Man be c eerructed to the eel, melded. it the IBC Al: tiers diet calf e b the recoome is of Chapter 23 of the tOC. r'inn, natlwg w' conform to tabs :3- 11-e.-i of we tic. siege be spaces of stud. Me . crave to tams 23 -ov-5 of the iJ5C f62fl10 FPvlf CliNPOI t! Part 2 - P!odt. 1 Catenat- e Coordinate sites- sauna e finish erector ac/ad use 2 Ninon and A Coordrate st, wattaa (WV selector schema 3 Panning A Coadbate er'h estrels tree) selector' sddairie 4 Star and Nedra by A Coordinate wet material* frith seae:trcw sapotcie Cveion 01002b e.o asseRay requirements 5 Bookcase, Ord bo;t -ie ste.'ves A Coordhete math- materials one selection scredule 6 Plastic ta.rate are eoi.o surface materei A Coordinate mitt- watrie* fe.eh sanction arhecIM ETC DTvi5KAh16 Asia TIEfd't& 4hD MOISTURE PROTECTION Part ; - Product 5 Pra}ed - ce ratan n io t Part 3 - Execution L Are :1 coat per OW 1402 Apperdix 18rS Q1190 VAPOR AND AIR RETARDER Part ; - Produa Groud corer: 6 ell polystIylric black 2. Building trap: see br TrPICAL BUILDING MATERIALS' fist on the dreuwss Pan 3 - Exawt or t see Del n. energy requirements 0.1200 NSULATION Part 2 - Product L Fbergkes or mineral mood butts, boom newel &aal, and extruded polyyy yens A Il* 1 . See the 'TYPICAL BUILDNG rt4TER1ALS' list on the dugs B. Cdlhg: l See sod 'TYPICAL BUILDN's MATERIALS' list on the dsgs c Fba: 1 bee the 'TYPICAL 151.1iLDN6 rATERALS' list on the clogs D Fardation Perimeter R-1D 2 Mutating Foes: A Standard sealant foam. Prt 3 - Execution 1 See division r energy requirements 01300 ROOFING MATERIAL Pert 2 • Product L 5hvstes and roofing tiles A bee the 'TYPICAL BUILD** MATERIALS' list on the drawings 2. Membrane roofing • A. 3-ply hot mopped Pan 3 - Execution t inetail per wanuracurer's recommendation and Chapter 5 of the MC. 01460 510•4 MATERIAL Part - Product L Siding A See the ' TTPICAL BUILDNG MATERIALS' Iist on the drawings. 2. Trim. A. See the ' TYPICAL BUILDING MATERIALS' list on the Wrongs 3 Saints: A See the 'TYPICAL I*JUILDRG MATERIALS' else on the Cravings 4 Other A See the 'TYPICAL BUILDING MATERIALS' list or the orewwys. Pert 3 - Execution L retell per marnurecturees recomerdetb ad Cheer 5 of the LCC. Q11 5.AS AN) 5FEET PETAL Part 2 - Product L Gauge galvanized, prefw.hsd. Part 3 - Exectution L Intel' per Chapter 14 and 5 of ter L C 1T?� ROOFkKa SPECIA Pan ; - Product L verve A Ridge vent merufact red by 1 Coordinate with notarial. fin, selection schedule 5 Plureoom vent:tarefacw.d by: 1 Coordinate with enrols finish telecom schedule. 2. Gutters A Cartinuau aka. precoated- I. Style. K profile 2 Color: Match fascia 3- Do nspoute A 2.3 rectangular simnel l precoat.d 1. Cola Match Faecia k trove 5 Tie to I drew system p1ee SKYLKi4TS Part 2 - Preclude 1 Memractrer. A Coordsnate with materials nosh selection schedule Q11i@0'+r'ALANTa brume oo t trNV. Pan 2 - Products I. Caulking A Stye a beadier caukng !65R)1 Coles. Mater siding END DMIBICN 1 Dlvielon 8 DOORS NV WINDCUlS 1201010 U100D j23201 (Loser Level, Maw Level, upper Level) Pan 2 - Products t Pall rood doors: A Coordiate elth setai, finish sslsctfon schedule. 2. Flush wood doors A Coordinate with mortals Finish selection schedule 3 Stile and ralestors door/ A Cocrdeate .Atatsrs4 finish selection 'chi d's. 4 Patio door: A Coordinate with materials Iris, selection swddula 5 Other 4 Coordinate with eaterials Finish sanction .d !. owe SPECIALTY POOPS Pen 2 - Products. I. Sliding glees door: A Coordinate snh materials O, selection sdocaul• 2. Garage door: (.akaf.tyi.) (mss devout 11480) A. Coordlrete with material* tin.h selection .drduie IO2211 (Tt_ aboane Part ; - Prodeets Mau room w': here at is, ore operate, snowe sv a re osier opening of • f lee naght wf oe 24' seem, math or 20' sera run a hewn. o , height rots ..tan 44 attar.e the Roe per ,18L sector 310 B Safety y g ees per .ec Ceepter :4 C Bee pee for agrees ea opatr on 1 Piswiactued D4 A Corr t Combats err watered finish serec•-ton scheme O styes L Coordaate site eate tJ fl. ' swectbe .des, Pat 2 - Protects 1 Tyco A Coordinate nth .Medals fra.el seafusort wows 2 tearer 5tripplrs. A Coordinate Nth eatrae matt.*, semeamm echec se 3 hreshotes A Coadrnaut .not melee 'b4e11 solect:at Odnaa• ipealr0 GL AZeIG Part 2 - Products L Get vowed. to be dstrw.dd by .loo and end loading per MC Tabs. Chanter - 2 Safet gaze per ta3C Dopier 24 3 Perron to be . ',wee 1/4' float piste gees. END DM51011 8 Divisor 9 ROS ES C525C GYPSIrt UW4LLBOARS. Part 2 - Protect l Wan See the 'TYPICAL et3LD11.6 MATERL4L5' on on We drama gs A Rmin i Coordinate soh Cenweetor4oles material •slectore 2 Ceiling bee the T BUILDe4 MATERIALS' list On the ceasing'. A Rnhh 1 Coordinate girth wisteria* Finish selection scdcele 3. Coco regorges areas A Type 'X: GOO as reared l See dwl*bn 0t0C.2 set as.whey requremerne C. Waterproof Gus as reiq'd at set Or damp Ocelots p.rUBLeec2512 4. ILbnderbord Or deroc at an the locations (LION.' 5 Meta' corner bead proms. Coordinate Bite Mura4 finer *election adtsdwe Part 3 - Exec.nior LL Apply as requred m UBC Chapter 25 and Table 28(a and 2514 Nana saes in place per tabiee 930e TILE Part 2 - Product I. Ceranic, quarry and metier tiles: A Coordinate .Ith eats ia* finish reiocatbn eadcLle. Part 3 - Exewtton L Refer to .er rectverb recoewesdatlaw. WOOD BooORm Part 2 - Products 1 Type - A Coordinate with materials nn.h seecttce edddule cebse RE$ LENT FLOCIONG Pan 2 - Products I Type. A Coordinate with materials Fe, .Neuter sdl.dusQ ineePoloeffeiteto Part 2 - Predicts I. Carpet and Pad: A Coordinate with materials finish selection schedule 05900 FAINTING Pan 2 - Products 1 Pertvg over prepared surface per wat ered:rees recd encletbre A Coordinate nth materials riniah selector schedule. Part 2 - Products I Type A Coco:Maui with Contractor/Geer metric selector. END l ies N 9 Dodson 10 SPECIALTIES 10100 LOVAER5 AT■ VENTS Part 2 - Products I. Hardman cloth sawn V4' x L4' an soffit own as detailed 2 Contvuaa 2' performed real soffit vent a& detailed 3 Roof vent (Se. Division 07100) 4 Other vets as noted per plan. I '300 PREFABRICATED FIRFPI ACES Part 2 - Products L Locauorvhbdel /4cceesorles A Coordinate with materials finish selection schedule Part 3 - Execution L See divisor) 01002$ for rem aseedbk requirements for fireplaces 2. Se. divisor) 11 energy requirements. Fi NG DEVICES Part 2 - Products i Bulldhg meters A Coordinate with.ateriale finish selectlee schedule. Part 3 - Execution 1. install In location per )urled!ctlorel requirements rem TOILET AND SAN ACCE5bo1FiE5 Part 2 - Products L Toilet and bath acca.orres A Coordi rte weal- material. fwsah eeled.bn edaduse VW WARDROBE AND CLOSET SPECIALTIES Pan 2 - Product& L Storage Closet: A Coordinate with material. finish selecton schmuck/1e 2. Clothes Closets A Coordinate with materials finish selectoor .cited„ le 3 Pantry END DIVISION 10 DIvIaion 11 EQUIPMENT i10i0 MAINTENANCE EGUIP ENT Pert 2 - Product i. vac ceanrng vitae A Coordinate with eaterlals finish selection schedule. 11450 RESIDENTIAL Et21111PhENj Part 2 - Product I. Garage doer opener(*) A Coordinate � W with �.ate•ials 'teeth selection icheobls. 2. roiled board cabinet + or dress) A Coordinate wlth materials Fin.h ..section sdnadule. 3. Free-standing appliances: A Coordlnets With materials ►w.h, selection scfrdWe. Lc' DIVISION li Division 12 2500 u.t cej TREAlOENT Part 2 - Product 1 W. treatment: 4. Coordinate with gantlet. flesh selection 'amble END Dv131ON 0 Division 13 SPECIAL CClt51R1CTICN 131712/V2.5 Part 2 - Products I. Bidder ds.ngn {}64 HOT fa Part 2 - Products 1. By: A Coadrate with materials fresh selection echeduie. END DIVINOi 13 Dfvl.lat 14 COINEYNG SYSTEMS P ri 2 t I. Dieberalter. A trilnufactsr)irodsl niter • 1. Coordinate with reterlals flesh setsction schedule. END DM304 14 1 Cereal 5 txECmANIC stL Pent - 'area+ r•s w•ce' "sae to be odor dirge 2 Ilsg,eato.y • serre rem A Hofer w Dtvwa Carew wgtresrta 1 Corrector eon at pl,b.y rd . degas ayRit • Co rdeste eM oVr trades IEBIltaMotIlta Pert 2 - Product Pipes ad atmnga Aimee s so.0 ABS plastic of sees 'eq•d for hid receded ptroces L Provide cast roe lath cowards moor,* obit* per loeataa• vetoer• Cr the 7 t o'.tds dine -ores at bards B vets 106 G cis. Fer code verify locator of approarcem • tlatr -wee L Below Grade t . 4' tape K sne*rra soitlr 2 Above Grade Type : arsort odder 2. Piedra • eater hear (Dt.ae a tads() L Co adrate srsh omens ,atria: mecum 5 NOM ob. keel proof two- r"aaMflld .rots C 'Saes shut -dT olive e grange D. Rxkrs '_ Coordinate .PJ' ewers materb' .erector. 3 e tgete `� • design: •r• cam action n sse erne in garage to, ear cut -oif Wave erlh separate shut -mfr and ear as Pan 3 - Executor t The retailer to assign the system to appropriate yl*dct tore req ■eon eta fed rkrct:Oe a Weer C , .lstenl meth roar, sundae, Refer to gamest requirements 550x klYAC Part 2 - Pradesh t Fn.c•d Av. • Fenno. system: 1 Coordrate s tit setrUis finish aelect:on solem n 5 Duct art and rw4atiort 1 Coordinate ettheateriais feud selection *dodo& C. Ae clear• L Coordinate etch suer ale flesh seriection *dyad. G Coruoh a Coordinate .ith weterta4 floor esdcuar tde.te E. Re9wer• nth aetestabie eery I. Coordinate Nth .atrian finish select on sddode 2 Fare. Sep Woolen r energy requreeers 3. vats 1 Coordiate eV) satstals finish 'election .deeds. Pan 3 - Executor) L the Molise Le design the system to appropriate Jtredict anal r qurestau and flared in e warner coreistent Ott idusty standards Refs to genera' radi .etc END Divr5+OW 5 Divisor 16 ELECTRICAL 1E - AL L Electrical sy requi t td es esicgtesd 2. R.e�fiatory raqurstdrtts: bid refer t d DMsiae 1 - Gemmel R.eµremwts 3. pC ntzactor rovi diagraming to provide electrical diagraming layouts. des w ensign crhry follow lighting plan If A Coordiate with other trades 16200 I�GeER Part 2 - Product L Wire and 5oxec A volt: C 6A (3) Wire l GFI • Deep L.acatiae B Los voltage: standard type 2 Pane.: Cromt breaker box fully labeied Capacluy Bidder Design 5 Crcuit Bidden Design 3. Crotadwy. 4 Roved. (1) 2 V2' schadute ee PVC codult at concrete stem mu for electrical service and WSW diameter x B'0' long galvanized rod for electrical grinding 4. Smoke Detectors: A Provide and trstaU per UB.C. section 310.9. 5 Firs alarm: A Provide and titan per LLSC. doper 31010 and as reqursid b governess fire marshat Pert 3 - Execution L fie Installer to design the systet to appropriate Jurisdictional red:renrte and ei tl in a warner cawlstent with the industry standards. Refer to general rec}arenenta and UBC. )6200 C0111114CAT101'14 Pan 2 - Products L Intrusion alarm and security detection oyster. A Coordiate Nth .curials finish selection schedule 2 Phois etln: A Goordratm ta e!th materials flesh seiectlon schedule. 3. ktteredirsaileatiOn &ystame A Coordinate math materials Onise selection &deceis. 4. Stereo system A CA:ideate welt materials Finish enaction sore d le. Part 7 - Products L Fixtures I. Coordinate withaaterab flesh selection schedule 2 Control A Seitd anI. Coordinate with estimate flesh selection edydul.. 3. Deers: I. Coordinate with material. flesh selection sdh.du e. 4 Boxes: 1 Coordinate eith.enamels finish ',elector) echealule. 5. Other. I Cr odrate with retrials nngh selection schedule Pan 3 - Execution L The irritate. to design the system to appropriate Jurisdictional requirements and erection In a steno consistent with the Industry etadards. Refer to general requirements END DMISIQI 16 Division r ENERGY REGiJIREMENT5 ilLe lGTON BTATE Chi CODE iGerral Notes t Electric water heatert&) Stall have per (55043) separate pour a gas neuter. Nortcaepremsbie R10 pad (intimated spaces only) 2 NACEA label On tarok 3 Temperature setting (Iess than a • to) 00 degree F 4. Boars and lavatories shall lent floe to (les• than a • to 2.5 gpm (5 504 81) A Ceiling inanition: I. 5effies to eawtar 1' air space above insulation 2 Baffles to axtard 6' above bait insulation 3 Baffles to extend 12' above loom 211 in.ulation El. Wall mutation: 1 Face stapled bats 2. Mellon nt emcee batte 6 Po1y vapor retarder or 6. Pvd pale ere dry oq perm rattly Of 1 sax 'a. Concealed eeulatbn Sall be placed A Behind shower /tub 5. Behind partition studs/caner 8 Floor r.utattah: A One dry co: meted vapor barer on the earn Oda at11 \ 5. Mole,, control insulation I Attic and crawl space access panels to be vwulated and weethd-stripped 5 Recessed lighting fixtures (6.504 44) 18 Bkymall insulation is "stalled and equlvalat to the required eel R -vales at s r bibles 61 or 62 IL vapor retarders .teen be mulled per (501.L6) Q. Six (6) ell black polyethylene ground cover, shell be lapped 0' at ports and extend Y'Tcvgrhant the awl space to fatwdetion we11. A All exterior doors (except 20 minute door) shall be weather *tripped per ( 4A1 5. Servloe hot and cold eater piping in vropdetionsd epacee shell be Inw!ated to R-3 (3503J1) 114SNNG10N STATE AR GUALITT ACT: A General Notes: kx 5 Stud a* g. ('302A3) caulWhg . coeplste shin installed in the following L Betas, sole plate s1tl loon 2. U► yeasts (heated :D ni d register register Per penetrations RECEIVED $ Ron jo.te s lip oer tlas' Partition stud pansration CITY OF TUKWILA END DIVI8l0N n M FEB 2 8 2000 PERMIT CENTER NO TiTLE SHEET Al i CO (0 (0 J X CCS LL t` CO CO t c ) 'Ct Q> N CD O OD 0) 1997 UBC 1 1 i, tU- 4 FP -18 ALL FLOOR :C`ET ARE II - ''e. TJi PRC 15C 4T 192' oc VE1 FY W,' MPG L41 OUT. SEE Div. 06 7 .RvMNG HERE FP-1 DI FP-1 H CRAWL SPACE VENTS I GRAIL. SPACE AREA _5214 SF 2 CRAW SPACE AREA 8 t • 619 6F OF vIENT AREA RE Ull EDI 3 TYPICA '.ENT IiZE • i e15: EFFICIEIC` I • 58 SF PER VENT NET FREE AREA 4. VENT AREA / SE • _10.6E ' REQ.iIREC 5. Ii rENTTS S•Orl I SEE PLAN FOR LOCATION) 6 - __ p YEW'S _58 • 638 SF OF VENT AFE4 PR^/ OED VENTS SHALL SE COvERED WTH CORRCS.ON OE4'ST -44T UJRE ! ESH WITH OPE NWGS OF 4' m.A, . e VENTS L 'cATEC N RIM JOIST EEST BE PER!- I,ey€N,i _Y BAFFLE:, LL.SEC 5021 r -2' 40' f X FP -101 F 4'-6' 4'-6' / I J t - cJIL - hL J1� 16 -6' 4' -6' T - - -- i- - - -- --- - - 1 4'-4 I/2' • 24' -0 Patio catic Garage rFF A ' -4' • • 32' 32' -0' 3' -0 1/2' 517 DI 4' -5 1/2' 4' -6' J 4' -6' 4'-1' 2 ' - 01 ` -JL 1 JL r lr - 1r ` 4 -- -- - - - --I DELJ 1 L J r 1 LI r FP -5 D I to 9 M FOUNDATION /MAIN FLOOR FRAMING PLAN DOD RECEIVED CITY OF TUKWILA FEB 2 8 2000 i GENERAL FRAMING NOTES i I FOUNDATION KEYNOTES I FP -I (FP -2 r J CFP -4 ) FFP -1 [ FP-8 [FP -9 L SEE CO,.R SWEET FOR ALL GEEERAL NOTES AND 1 NTS E. >DE"E TYPICAL MATERIALS LIST 0.4 SECTION SWEET 3- SEE COJ SWEET FOR ALL NOTES AND REOLIIREEENTS CO NCEFE4hiG 1 'IEC- HANiCAL. PLL3'1B6G. AND ELECTRICAL 4 TRUSS 3ICar+ a NAN1F TIRI SE PLAN .1544aLIN IS FOR GENERAL LA 'y OUT 0 SEE Di V 6100 SHEET A-I TRUSS LOABI�Ys SEE DIV 010001A SWEET 4 -' - TRINSS SPAN PER FLOOR PLANS - TRUES r-PE PER ROOF PRAMPNG PLAN 5. RYA FRAMING SPACING 14' c c. WHO 6. RocP P T .44- ExTERRG'R PER ELEVATION ANTERIOR PER SECTION 1. RAFTER TAIL 2x4. vER,Pr 8 ROOF TAIL AND RAKE OVERHANG PEE: RC/JF PLAN. $ ALL HEA /ERS ARE 4.60 DF 4 UN.G PROVIDE II) TRIMMER 5T110 JP 'O 4' -0• SPAN AND (2) TIE- ER 5TL'5 OVER 4' -e' UND. SEE DIV. 06100 SHEET A -1 CONCRETE STEM WALL 8' 'WIDE WITH MIN. IS'xl' FOOtkNG SEE DETAILS FOR ADDITIONAL *FORMATION SEE DI 354 -EET A -1 CONCRETE STEW' WALL 6' WIDE WITH MN. 12'x6• FOOTING 5EE DETAILS FOR ADDITIONAL II•FORMATION SEE DIv. 3 SHEET 4 -1 - CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH. W/ 6.6 W.4x1L114 tta1LF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED EDGE AT DOOR SEE DIv. 3 SLEET A -! 6.6 POST (XI Ce66. t' ABOVE SLAD ON 36 I'"A'. FOOTING ON SOLID SUBSTRATE W/(4) «4 BAR EACH UWY - SEE DIv 3 SHEET A -I CRAWL SPACE VENT. WE CALCULATION BELOW. SEE DIv ! SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' c c. UNA 14' MIN STUD LENGTH PER UBC . SEE Div. 6 SHEET A -I • 4x1C BEAM LINE_ MIN. I' CLEARANCE FROM CONCRETE AT END OF 15EAM$ WE DIY. 6 SHEET A -! 4x4 POST (SCAB POST AND BEAM WITH 2,4) ON 90' FELT ON MAT FOOTNG UN.O. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO FOOTING !'ER DETAIL 16/D1. SEE Div. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE CROWD CQ^'/ER ON GRADE SEE DIv. 1 . .4-I ELECTRICAL SERVICE- PROvIDE (I) 2 1/2' SC,-EDULE 80 PvC CONDUIT FOR ELECTRICAL 3ERvICE AND (I) 5/8'x8' LONG GALVANIZED RCO FOR ELECTRICAL GROUNDING. SEE DIv. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 18'44' CRAWL SPACE ACCESS. INSULATE AND HEATHER STRIP. SEE Div 010022 SHEET A - 122 PRESSURE BLO OF SAME SIZE AS ADJACENT JOIST. 24'5(24'x1' MAT FOOTING ON SOLID SUBSTRATE UL' ( 2) •4 BAR EACH WAT OR 12' STRIP FOOTING PER DETAIL 16/DI � FP- 11) 3E"X3O'x1' MAT FOOTING ON SOLID SUBSTRATE W/ ( 2) •4 BAR E 4C-4 WAT OR 15' STRIP FOOTINE• PER DETAIL IE /DI 36'X36'XI2' MAT FOOTING ON SOLID SUBSTRATE W/ (2! «4 BAR EACH UiAY STUB STEEL 12' INTO SLAB • 'roc FLOOR JOIST SEE DIv .6 SHEET A - 4x8 BEAM LINE SOLID BLOCKING BETILEEN JOIST OVER SJPPORT. SEE ClvISION 06100 SHEET A -1 PROVIDE SOLID BLOCKING NMI JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW WE DIV. 6 SHEET A - MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS - - -- q EXTEND PIER MIN 18' BELOW SUR 4rEAOE 3' DIAMETER STEEL POST t4 EDGE OF CONCRETE POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING iD • POINT LOAD TRANSEERING DOHFI , POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED Bl KICKER i 41\/ HOLD DOHJN WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOUJ STxx HORIZONTAL STRAP WITH SIZE DESIGNATION d INDICATES BEAM CALCULATION WITH MDEXED WIDER � - EXTENT cF 314E4R WALL TYPE OF !,HEAR WALL = WALL ABOVE allInta WALL BELOW NJTg UNLESS OTHERWISE NOTED, ENGINEERING AND GALCULATION1 ARE NOT PROvIDED N T'F se DRAWINGS SYMBOLS & LEGEN ^)-" ' 05" v cb szb Q CO T LC) d x TITLE 118 NO : 990E422 / SHE T • 1.'73 rr 0 7 • O Y••4 E o a w N[` �� w (,) w o Z � � °z al - 0 • t �� •,I:J 9 - Y I- F • • If? - • e j e ___ 4 -8 '!x' GLAZING CALCULATION TOTAL SF OF HOME 1669 SF TOTAL SF OF GLAZING 285.02 SF TOTAL % OF GLAZING 7.1 % 6F .5 CAL 0.4..ATELi USING THE REOUMFEI5 SET FORTH `N THE u.ASHINGTION STATE P€RG'r CODE REFER J ADDITIONAL DOCUMENTATION TO SUPPOOr - 1E'4ODOLOGY OF PERFCRr'IA►NCE • ..letiA 1 c / D Ln V INYL F J F._2 eole OvHD DOOR 2040 4' -41/1' • 1'-1' Dining CARPE 12' EATING EAR I�r 1 ' .. / 1 I t l t Kitchen VINT L 8' -3' CP-I6 8 ' 3' Pat' CONC- 6068 SG() REFER 24' 0' Pant VIN( L i 711° T 1 1 5-SHELVES ( FUFN CP -9 L -� j CP -6 j Garage CONC. C r 3 112' * 6' -1 V2' __ b , 32' -0' P -121 5' - 3 V2' 2' � 2' -b' 2f2 3 - 8010 0.40 DOOR 8 -10' 11 I i +42' HALF WALL uL OPT. OPE/41%. 11 11 3' -0 I/2' SYMBOLS AND LEGEND FAN- DIRECT v8&T TO p(' jE -B.AT 50 awl rift - ICt'C�EN kro cRi )-9N -WHOLE Ao1JSE FAN t/D0 Met v106 MA.OLE HOUSE ErHAIJST FAN CONVECTED A 24 HOUR Ttr'ER - 10C 0 -' MR vTO TWEfirloSTAT • 50' A150 /E FLOOR 110v SMOKE DETECTOR PER ,NBC WITH BATTERY BACKUP NTEFiEC?Ep it 24 NO.R '(PIER TO 111- OLE -. 'J5E FAN PEd4ANICAL PLUMBNG AND ELECTR.sAL SYSTEM FOR UNITS' PER Dlv. 15.16 GEE SWEET AI FURN A PROVDE 6' DIAMETER PIIMESN AIR r.T,dcE FIRCM OUTSIDE TC: RETURN y .c.IR PL E/4/1 1 4 FURNACE WTT`.1 MOTORIZED FLOW DAMPERS Poet VIDE THERMAL ExQ'ANSION TANK A' tAATEf'c HEATER C STRAP WATER HEATER TO FPRAr•1rC. TOP A 4D BOTTOM !7 PROVIDE PRESSURE RELIEF LINE PLIPTSED TO OUTSIDE. 4' -5 I/1' Family CARPET -9 V2' '-0 V2' 6' - II 1/2' b' -10' S' -0' Covered Porch P k MAIN FLOOR PLAN I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I ( P -2 j ( P -3 • t P -i ` P -9 ) P -10 ( P - 11 ) C P -12) I P -131 CP -I4 � P- IEi ( P -i L -»-) CI; -181 � P -21 17 -22 C j CP _23 ) '(P -24 ) L SEE COHEIR SWEET FOR ALL GENERAL NC-ES AEC REGIIREPIENTS 2 9NEICi, AND AIR O1A4LITY *FORMATION SEE On/ TT SHEET A -I 3. GEE BOLDING ELE ✓AT,ON FAIR tUNDOW OPERATION SEE Di. 8 SWEET .. -1 4 SEE TYPICAL CAL "'1ATERIAL S LIST O. SECTION S+EE T 5. SEE COVER SWEET FOR ALL NOT AND REGUIFET'ENTS CONCERNING MEC►A? PL.1.11115ING, ANC ELEC7R►C.4L OCCUPANCY SEPARATON APPLT P LAYER 5/8' TYPE 'X' Cs U. TO WALLS ANC CEILINGS .7 GARAGE SIDE FRO I-1 FOUNDATION 'O 3HEAT448VG. WRAP FOS' AND "?EAT'1S APPLY (2 ) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DFV. 01002. SHEET A -I 1 3/8' MITE SOLID CO IFE DOOR WITH SELF CLOSER TO ESE TIGHT FITTING SEE Dlv 01002 5 Sr•EET A -I STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 A HEADROOM Mlhl 6•-8', WIDTH MIN 3' -0'. 6. TREADS 10' MIN. DEPTH, RISERS S ' 14x. HT. C. HANDRAIL MIN 34' - O MAX 38' AB rOvE TREAD NOSING. HANDRAIL I V2' MILL TO 2' MAX_ CROSS SECTION DIMENSION AND ' i/2' MINI CLEAR FRO1-1 LLALL, RETURN RAIL ENDS. .1). INSTALL FIRE BLQCKR AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S) E. COVER IJSA8LE SPACE UNDER STAIR tW 5 TYPE 'X' G.W.B. 2; LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED WI LESS THAN 4' BE - WEEN BALU5TEF SEE DIV. 01002h SHEET A -l. SAFETY GLAZING PER UBC, SECTION 2406 A. tUNDOl113 WITHIN le' OF P QOR E. WINDOWS WITHIN A 24' ARC OF DOORS C WINDOWS AT TUBS AND SHOWERS p GLAZING IN DOORS E WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A-1 EGRESS 1&*CoW F'ER UBC, SECTION 3104 SEE DIV. 08600 SHEET A -I IGNITERS FOR CsAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE DIv. B SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WIT( -1 NON-ABSORBENT MATERIAL TO 70' ABOVE DRAIN INLETS SEE Div 09250 SHEET A -I • (2/ LAYERS OF FLOOR SNEATI- 1lly:s OVER FRAMING 8' MAX RISER WITH I0' MIN. RUN IF MORE THAN (3) RISERS HANDRAIL REQUIRED PER UBC, SECTION 1006 SI-IEET A -I I8'r24' CRAWL SPACE ACCESS INS ATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A-1 22'x36' ATTIC SPACE ACCESS u)/ 30' WEAD CLEARANCE. INSULATE AND WEATHER STRIP SEE DIV. 01002 1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTESS -. A. DIRECT VENT FIREPLACES, INSTALL PER ? & SPECIFICATIONS, SHALL CONFORM TO U8C REQUIREMENTS. SEE Glv 0102 SHEET A -I ' B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div 01002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UEC REQUIREMENT. SEE DIV. 01002 S AND 9 SHEET A -I D 5/8' TYPE 'x' GuE>B ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST ' r 1' 36' GUARDRAIL PER UBC 5092 A. AT STAIl SLOPES Al 36' ABOVE STAIR NOSINGS. T�, nF T�KWti� 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER U04? P R 0 V �. • D SEE Div. 15 SHEET A -I PLANT SHELF ! � a R 2 g 2000 UPPER AND LOWER LINEN CABINETS,.,, .vV t1.V Buio NG DIVIS4N SOFFIT AREA INTEGRATED MAKE UP AIR 2r6 STUDS W/ R -I9 INSULATION MIN. RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER SQUARE FOOTAG E MAIN FLOOR _927 SF UPPER FLOOR 1133 SF TOTAL 2060 SF GARAGE 523 SF DECK / PATIO 124 SF SQUARE FOOTAGE IS MEASURED TO THE CUT6IDE FACE OF WALLS. STAIRS ARE ONCE IN TO BE SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS w 4 F W a~ OaN Lu OW N E. 0 (-_. x W r Q z 4t 0 a e 8 O U I I- i c a: Q n CZL C) CD CO CT) TITLE JOE3 Nn. . 99(19522 • •a • • Y • . FUR DON CEILPYt FOR +4YAC C -2 r 8 1 L FLOOR ,...is... �.RE. '6' TJI PRO (50's AT `S.'' oc RIF' W/ MFG LA1 OUT E �1'✓. 061©0 °TART FIRA +4ERE� •u 5- 1/4'x9 -v2• (, F-13 , J L JIL J fit_ - 7It JR JL J 1- 1 it if it �r i t -�r �r I J � : 44: DP; i .y 1 4,412 1DP2 'cam —l! rwie Y �t .o 5 1� DBL JOIST i LEDGER AI GI 1 04GRt T*36 10 31T ON LEDGER � I I 412 OF'2 - — UPPER FLOOR /LOWER ROOF FRAMING PLAN 4x12 _t_ __ 2 _731 2i L CX�ER•RO�OFL G -1© H &Ala V4'.1' -O' - �-- CN4TILEYERED FLOOR JOISTS ��t J 2x& RAFTERS 2x4 CEILM JOISTS J 1 2x6 R.. TERS W 2x4 CEILP s JOISTS RECEIVED CITY OF TUKWILA FEB 2 8 2000 'PERMIT CENTER l • • 1 rF -2 ��F -3 ) 1 l '-1 1 l F -5 F -6 f F -8 F-sJ MD h I GENERAL FRAMING NOTES L SEE COVER SHEET FOR ALL GENERAL, NOTES N. RE!:>UIREI'ENTS. 2. SEE TYPIGAL MATEFCALS LIST ON SECTION SHEET 3. SEE CO.FRL -EET FOR ALL 1.iOTE6 A RECLIIREtIENTS CCNCEFNNG MECHANICAL PLUMING G. AND ELECTRICAL 4 TRLJ66 � B `" `•IAN F 711u95 PLAN S14004 ■9 FOR CaENTRAL LAYOUT O►.LY SEE D v 600 SHEET A - I - TRU55 LOADING SEE D;v. 0,0001A SHEET A - - TRUES SPAN PeR FLOOR FLANS - Tclkb3 ' PER ROOF FRAMING PLAN . 5. ROOF F'R:."IINCs SPACING, 24' o c UN O. • ROOF PI TC4. _ E x'ER,OR PER ELEVATION INTERIOR PER SECTION. RAFTER TAT 2.4 vERIF• 6. ROOF TAIL AND RAKE OvIERNANG PER ROOF PLAN 9- ALL HEADERS ARE 4.. OF 2 UN.0 PROv1DE 1 - grit-ER STUD UP TO 4' -0' SPAN AND (2) TR,T TR.—TIER 5TUC6 OvER 4' - JN.O. SEE Dry 06'00 S 4EE? A -1 I FRAMING PLAN KEYNOTES BACK FRAMING .4ND IT AREA A5 RECD RED TO ALLOW FOR I.4' /AC DUCTR4Cs SEE D!v SHEET A - RAKED PONY WALL ON TOP OF LOVER RO.7F FRAMING MEMBERS SUPPORTING !UPPER ROOF FRAMNG "'E*'BERs ALIGN EDGE OF JOIST WI714 FACE OF WALL ALIGN INSIDE FACE OF BE4t1 WITH OUTSID= FACE OF WALL UPSET - BOTTOM OF BEAM EVEN 3W SOTTO•1 OF JOIST AND TOP OF BEAM EXTENDS UP A sCvE JOISTS TOP OF BEAN' IS FLUSH UJITF4 BOTTOM OF JOIST WITH NO TOP PLATE CUT ADJACENT FRAPi1•G I T^BERS INTO BEAM FOR ADEQUATE SUPPORT. (�F -1 ATTIC 1 SEE CALCULATION SPACE VENT SEE Div 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE Div 06100 MEET A -I SEE ELEvATiON6 AND SECTIONS FOR PLATE 1- IEIG4T `. PRESSURE BLOCKING SEE Div. 06100 SHEET A - FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND E.EA'1 EXTENDS DOILN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR WAG OVER BEAM AND BEAM BUMF'S DO11N BELOW JOISTS F -14 F_15iJ 2X6 CEILING JOISTS • 24' OC 2X6 OVERFRAMING • 24' CC POINT LOAD FROM ABOVE APPROVED MAR 2 g 2040 ai III ,11AI(; DIVISION SYMBOLS & LEGEND POINT LOAD FROM ABOVE IJJ/ LOADING POINT LOAD TRANSFERMG DOWN POINT LOAD TRANSFERING DOILN UJ/ LOADING HANGER POINT LOAD TRANSFERED BY KICKER g; e 1T !HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES BEAM CALCULATION WITH INDEXED NUMBER +MOLD DOW WITH SIZE DESIGNATIQN VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW EXTENT OF BAR WALL t'T PE OF SHEAR WAL L ABOVE 1111111111111t WALL DELOW Nor. UNLESS OTHERWISE NOTED, ENGINEERING AND . FALGW-A1'toNs ARE NOT PROvvpEP IN TI•ebQ DRAIM9 • .yj. . iir P • ^ tt+' 't.s 1 qiw ?+ ••.. •t 44 7.1 ... - •'its +!' . . . . z 1:1 co n (n CO 0i) JOe ►4IJ. �.. -A G T - I 1�6 11N81.3a1 .vi 9-,Gl &I £-.r3 " .UI £ 5 '{ I ( P.5) s I, I! 5 . r M. Bdrnn. CARPET Q+ If V — V II I I I lP-.. 5 00 /f LC I I co f E I I . 1 .1 I ` T #3 0 5' -6' • m Q , T -0 1/2' SD 3' 5 1!1 ` °50 3' -6 I2' -5 V2' Kappler Architects P.S. 14311 Sc 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 . 2 � , 1 iocai I I Qg 2� 113 2 4 M. Bat e • 7. I W.I.C. IT , 1 I 1 • 3' -10' SD Bdrm #2 CARPET _ CARPET Q� n ++ I � i . t - - - -� { P -5 ) 5' -3 1/2' 3 -3 I/2' -II i • 5' -2' -5 V1' 3' -6' l' -1' II \nos `+ ' 0 DN 14F4 I TI t-- t t ! 1 ) 9 BP s>rr 1949 OVAL TUB X 30 PLANT SIfLF _ n �1 P . ' 2650 M /C O m 'Below + P-1 ® Bath vT05 VINTL P -12 an l � ' .9 el 24 10' -6 112' ;n 6 -0' 3'-0' 4'4 112 3' -3 1/1' i�.-B II it. ■ . Bonus Rm. r CARPET — . -/ • 1 r - 1 -� .UI 1 1 LL 4_ - � --{ J C — 0 Y f~ 1 1 1 5046 2 80%10 rrl 8' -0' 10 ' 0 ' 8' 6'11' 6046 WALL LINE BELOW ROOF LINE BELOW 2' -3 V1' M' -0' 32' -0' SYMBOLS AND LEGEND Q FAN- DIRECT vB.JT TO OjT60E -CA 50 CR1 MN - /(_nC+EN 100 OPM Pitt -U4OLE .4;uSE FAN IOp CR"1 MIN VT06 Uh. LE HkC1.ISE E.64AjST FAN COWNEcT. ED A 24 EIQA2 TITER - 1 . MN . ✓t'O INIERMOSTAT • 5p' ABOVE FLOIOR2 lipv 5P1OKE DETECTOR PER JBC 1WT4-I BATTERY BACKUP RvI<CT1ED 74 wOUR TrT Eit TO WHOLE NOW* FAN MECHANICAL PL4t1INING AND ELECTRCAL by$TER"R FOR MIT&. PER Pty. 616 SEE SHEET Al RAIN A PRIO'AAPE 6' DAPETER FRESH AIR INTAKE Flo■CM OUTSIDE TO RETURN AR PLENUM AT 1VRNACE WITH I- IOTORiZED FLOW PAMPERS H9 PRDYiDE TI-EltrAL. ExPIM01CN TANK AT WATER NEATER. C. STRAP WATER NEATER TO FRAMING TOP AND DOTTOM D PROVIDE PRESSURE RELIEF LINE P!_J TO OUTSIDE l' - 1' 13' -• V2' UPPER FLOOR PLAN p. I GENERAL PLAN NOTES i I FLOOR PLAN KEY NOTES P -1 ) t P - P -3 (F-4) P -5 (P -6 P -1 P -8 P -9 ) P-Im P -I1 1 P -13) (P -I4 ) {P -15) (P -16) P - 11 P -18 P -19 ) P - P -24 ) L IEEE COvER SHEET FOR At GENERA.. NOTEb AND 1 2. ENERGY AND AIR QU AILITI' NFORI CATION SEE D'v. n SHEET A -1 3 5EE DWLDI0 ELEVATION FOR I1Rt.'DpW OPERATION SEE DIY. b SI•EET A -I 4 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5 SEE COVER SI•EET FOR ALL NOTES AND IRECUIREMENTS CONKER NNG MECHANICAL PL1J'1DMG. AND ELECTRICAL.. OCCUPANCY SEPARATION: APPLY (1) LAYER 68' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATHON TO SEEATHING. WRAP POST AND BEAMS. APPLY ;2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIv. 00026 SHEET A -1 1 3/8' MIN. SOLID CORE DOOR WT44 SELF CLOSER TO BE TIGHT F1TT1N* SEE Dry. 010023 SHEET A -I STAIR ASSEMBLY NOTES- PER MC SECTION 1,203 wEADROOM MIN. 6' -8', WDTN MIN 3' -0'. D TREADS 10' MTN. DEPTH, RISERS 8' MAx. HT. C. HlAIPDRAIL MIA_ 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAL I V2' 1`11N. TO 2' MAX. CROSS SECTION DR"ENSION AND 11/2' Mint. CLEAR FROM WALL, RETURN RAIL ENDS 'D. INSTALL FIRE BLOCKING AT STRNGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COvER u6ABLE SPACE UNDER STAIR W/ 5i8' TYPE 'X' G.W.D. (2) LAYERS • CE IL NG AREAS. F. INTERMEDIATE BALUSTERS SHALL ESE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE Div. 010026 61-EET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR . B. tUNDOILIS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBE AND SHOWERS D. GLAZING IN DOORS .E. WITHIN STAIRWELLS IF. WITHIN 6 OF TOP OR BOTTOM OF STAIRS SEE Dlv. 06500 SWEET A -1 EGRESS WNDOW PER UBC, SECTION 310.4 SEE Dlv. 06600 SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN. ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBE AND SI- HOLLERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAM INLETS. . SEE DIV. 09250 SHEET A -1 .r (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN 13) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 IB' x24' CRAILL. SPACE ACCESS. INSULATE AND UEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES. INSTALL ' PER MFG. SPECIFICATIONS. 54-IALL COPFOR"? TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I D. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. I-EARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.8 AND 9 54-EET A -1 p. 3/8' TYPE 'X' GUM ON HOUSE 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 NOSNGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. is SHEET A -I PLANT SHELF UPPER AND LOITER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x4. STUDS W/ R -1.3 INSULATION MIN. • l `• je I urea 1 1�6 11N81.3a1 00 /f LC I • - PLAN #2060 FOSTERVIEW ESTATES THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects P.S. 14311 Sc 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 1 2 80%10 rrl 8' -0' 10 ' 0 ' 8' 6'11' 6046 WALL LINE BELOW ROOF LINE BELOW 2' -3 V1' M' -0' 32' -0' SYMBOLS AND LEGEND Q FAN- DIRECT vB.JT TO OjT60E -CA 50 CR1 MN - /(_nC+EN 100 OPM Pitt -U4OLE .4;uSE FAN IOp CR"1 MIN VT06 Uh. LE HkC1.ISE E.64AjST FAN COWNEcT. ED A 24 EIQA2 TITER - 1 . MN . ✓t'O INIERMOSTAT • 5p' ABOVE FLOIOR2 lipv 5P1OKE DETECTOR PER JBC 1WT4-I BATTERY BACKUP RvI<CT1ED 74 wOUR TrT Eit TO WHOLE NOW* FAN MECHANICAL PL4t1INING AND ELECTRCAL by$TER"R FOR MIT&. PER Pty. 616 SEE SHEET Al RAIN A PRIO'AAPE 6' DAPETER FRESH AIR INTAKE Flo■CM OUTSIDE TO RETURN AR PLENUM AT 1VRNACE WITH I- IOTORiZED FLOW PAMPERS H9 PRDYiDE TI-EltrAL. ExPIM01CN TANK AT WATER NEATER. C. STRAP WATER NEATER TO FRAMING TOP AND DOTTOM D PROVIDE PRESSURE RELIEF LINE P!_J TO OUTSIDE l' - 1' 13' -• V2' UPPER FLOOR PLAN p. I GENERAL PLAN NOTES i I FLOOR PLAN KEY NOTES P -1 ) t P - P -3 (F-4) P -5 (P -6 P -1 P -8 P -9 ) P-Im P -I1 1 P -13) (P -I4 ) {P -15) (P -16) P - 11 P -18 P -19 ) P - P -24 ) L IEEE COvER SHEET FOR At GENERA.. NOTEb AND 1 2. ENERGY AND AIR QU AILITI' NFORI CATION SEE D'v. n SHEET A -1 3 5EE DWLDI0 ELEVATION FOR I1Rt.'DpW OPERATION SEE DIY. b SI•EET A -I 4 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5 SEE COVER SI•EET FOR ALL NOTES AND IRECUIREMENTS CONKER NNG MECHANICAL PL1J'1DMG. AND ELECTRICAL.. OCCUPANCY SEPARATION: APPLY (1) LAYER 68' TYPE 'X' G.W.B. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATHON TO SEEATHING. WRAP POST AND BEAMS. APPLY ;2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIv. 00026 SHEET A -1 1 3/8' MIN. SOLID CORE DOOR WT44 SELF CLOSER TO BE TIGHT F1TT1N* SEE Dry. 010023 SHEET A -I STAIR ASSEMBLY NOTES- PER MC SECTION 1,203 wEADROOM MIN. 6' -8', WDTN MIN 3' -0'. D TREADS 10' MTN. DEPTH, RISERS 8' MAx. HT. C. HlAIPDRAIL MIA_ 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAL I V2' 1`11N. TO 2' MAX. CROSS SECTION DR"ENSION AND 11/2' Mint. CLEAR FROM WALL, RETURN RAIL ENDS 'D. INSTALL FIRE BLOCKING AT STRNGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COvER u6ABLE SPACE UNDER STAIR W/ 5i8' TYPE 'X' G.W.D. (2) LAYERS • CE IL NG AREAS. F. INTERMEDIATE BALUSTERS SHALL ESE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE Div. 010026 61-EET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN IS' OF FLOOR . B. tUNDOILIS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBE AND SHOWERS D. GLAZING IN DOORS .E. WITHIN STAIRWELLS IF. WITHIN 6 OF TOP OR BOTTOM OF STAIRS SEE Dlv. 06500 SWEET A -1 EGRESS WNDOW PER UBC, SECTION 310.4 SEE Dlv. 06600 SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN. ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBE AND SI- HOLLERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAM INLETS. . SEE DIV. 09250 SHEET A -1 .r (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN 13) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -1 IB' x24' CRAILL. SPACE ACCESS. INSULATE AND UEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES. INSTALL ' PER MFG. SPECIFICATIONS. 54-IALL COPFOR"? TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I D. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. I-EARTH SHALL CONFORM TO UBC REQUIREMENT. SEE Div. 01002.8 AND 9 54-EET A -1 p. 3/8' TYPE 'X' GUM ON HOUSE 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 NOSNGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE Div. is SHEET A -I PLANT SHELF UPPER AND LOITER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x4. STUDS W/ R -1.3 INSULATION MIN. • l `• ROOF VENT CALCULATION. - =- 0 is- BASEiD ON S avz HOLES PIN VENT DL ` "- 2'' ROOF vENT GALLS BASED ON MC SECTION 593 TOTAL ROOF AREA 1264 5F/300 .4418 SF OF VENT AREA REQ 50 S AT EAvE ■ Z09 SF REQUIRED 50 x. • 36' (MIN) ABOVE EAvE • 2409 SF REnuIRED 3 ROOF JACKS AT 50 SQ. N. EAQ -1•160 SQ. M,• IN SF 82 LF. OF EAvE VENTS AT 52 SQ. INJLF.3?24 SQ IN.224 SF L GABLE END VENTS AT 12____ x24______ • arab SQ. N..0.25 SF Q_._ GABLE END VENTS AT Q_ 4i._ • 0Q__ SQ M..QD0 8F 2 GABLE END vENT6 AT 24 DIA. • 1160 ea IN. ■j1 8F TOTAL VENTS PROv1DED ROOF JACKS • iiki_____ SF EAvE VENTS • 24 5F CsABLE END VENTS • Mk__ SF TOTAL SF OF VENTS PROVIDED • 433 5F • AREA MAY DE I/300 IF A vAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF TIE ATTIC INSULATION. UDC 150532 • EFFECTfvE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH • • • r UPPER ROOF FRAMING PLAN RECEIVED CITY OF TUKWILA FEB 2 8 2aOa PERMIT CENTER I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I F -2 ) F -3 ) l F -4 ) F -5 ) t 4 F-1 ) F -S F -9 t F -I0 , F -11 F -12 ) F -I3 ) F -14 F -15 ) 4 , PLC" L SEE COVER SANT FOR ALL GENERAL N01ES AND PECLINNEMENTS 2. SEE TrPK.AL MATERIALS LIST ON SECTION SWEET S. SEE COv 9 FOR ALL NOTES Arp RECURErIENTS CCNCERNNG ►'ECHANICAI. PLUMBING. A1•D ELECTRICAL 4. TPL S DESKAN BY MAN.F TRl65 PLAN So4Cu)r IS FOR GENERAL LAYOUT ONLY SEE Div 6100 5HEET A -i - - TRUSS LOADING SEE DIv 0100m'1A !MEET A TRUS6 SPAN PER FLOOR PLANS - *MSS TYPE PER ROOF FRAMING PLAN ',S. ROOF FRAMING SPACING, 24' oz UlND. 6.ROOF PITCH- EXTERIOR PER ELEvATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4 vERIFY. e. ROOF TAIL AND RAKE OvER•tANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DC 4 uNO. PROVIDE (1) TRSIMER STUD UP TO 4' -0• SPAN AND (2) TRw - TER STUDS OVER 4-0' JN.O_ SEE Div. 06100 SHEET A -I BACK FRRAMNG AND SOFFIT AREA AS REQUIRED TO ALLOW FOR WAG DUCTING. SEE Diva SWEET A -1 RAKED PONY IuALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING nereERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INS4PE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EvEN W/ BOTTOM 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 MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT . SEE CALCULATION SEE Div. 04002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIv. 06100 SWEET .4-1 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 Mar EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR WVAC OVER 1SEAM AND BEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING • 24' CC 2X6 CEILING JOISTS • 24' OC POINT LOAD FROM ABOVE • y;w • • ,\ 2 9 2000 SYMBOLS & LEGEND POINT LOAD FROM ABOVE WI LOADING POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOW 1W LOADING HANGER POINT LOAD TRANSFERED BY KICKER / HOLD DOuk4 WITH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO DE USED ON FLOOR BELOW _ Txx r HORIZONTAL STRAP WITH SIZE DESIGNATION yA. I DE EDDSNUM ER CUTATION WITH ExTE9NT OF SHEAR u.IALL roar CF SWLAR t 4LL t WAIL AoOvE WAU. ESIELQW WAIL UNLESS OTHERtNSE NOTED, ENGINEERING AND CALCULATIONS ARSE NOT l'I4??'Pt M WI D IN66.•; 1 CO CIS (D ar j X LL. M U T (4 k Nio JOB NO. : • 9 r • TITLE 1 0 '.SHEET K 99085.22 1 woo , e14‘ • 0 F • 4 r - 1 812 l0 SIDE ELEVATION 8 -U2 Isc ANT „0R` SC4NG �e WORT SIDIIKs REAR ELEVATION 0l0 24' DIA CABLE ND VENT 11 SIDE ELEVATION &0 TOP OF PLATE UN, 1 DR NGT UPPER FLOOR OP OF PL ilkt 1 DR I-15T 1 4 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING (DIV. BUILDING PAPER: (DIV. 7) G: SHEATHIN (DIV. FRAMING: (DIV. 6) • INSULATION: (DIV. 7) SOFFIT: (DIV. GWB: (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: ((DpIV. 6) FRAMING: (DI'V 6) INSULATION: (DIV. 7) GWB: (DIV. 9) FLOOR CONSTRUCTION FLOORING: IV. 9) BUBFLOOR: IV. 6) FRAMING IV. 6) INBULATIO : (DIV. 7) SOFFIT: (DIV. TRIM :(DIV. 61 WINDOW: (WITH NO BRICK MOLD) CORNER BOARDS: , FASCIA: "1l 1/'!!N"ll11t�/ff�l1lt11�t /tii �11Nt�1 I�itf/t/�!!M� m 111�111l1 tita1uu ; tin 11�t1Nl t11 11t1u 11i/11i1�NgIN1 ui11/i 111i1/ 111111 #/ 1u1a111NS11 ltil111/1*p111/11t1�11 at iu n11 IIINIMIIIMIIIIII111010111111911111111111111ilig 10 im 1t/i11IIIMIliIIlu1111t1 N 1l1u 11 + ►i � N/H111111N 11 1.111111111111111111111111111111 t111 X11 �• ' /��--- -- - - -- - - - - 111 N SHINGLES (DIV. 010005) 300 BUILDING PAPER 1x4 SUP SHEATHING SOLID AT EAVES hl 1/2' ELSEWHERE PER PLAN R -30 BLOWN -IN 1/2' GWB RE-SAWN PLYWOOD Sar WOOD SIDING (DIV. 01003) 1St BUILDING PAPER 7/16' OSB OR EQUAL 2z4 STUDS A'I R -13 BAIT W/ INTEGRAL VAPOR BARRIER V2' OWB 3/4' TAG (PLYWD, COMPLY, OR EQ.) PER PLANS R -19 BAIT V2' RE -SAWN PLYWOOD HEAD: 20 JAMB: 2x4 SILL 2x6 INSIDE: 24 OUTSIDE: 2x4,2x3 2x1[ UNO FRONT ELEVATION Z O oo - c , i4 o BUILDING SECTION A - ,-w Scale 1/4'.I' -o' • �. P.• . - •• 4 .1 4. 10 'td »el. M UPPER FLOOR TOP OF PLATE RECEIVED CRY OF TUKWILA FEB 2 8 2000 PERMIT CENTER • CD m8 C z SHEET *HP" ter. .• �y'• ,, .t. p • r F TOP CA= w TOP cF FTrs Inp am MO ib' CQYT'NIJOU8 fOOTldG APA LATERAL RESTRAINT PANEL 3/8 FOU 3/4•:t -0' FI4S44 GRADE 2'-4' FOUNDATIO DETAI 3/4 =r-o'' IBASEME 4T SLAB MUST ee PLACE PRIOR TO BAQQR,A.NC HO N9LLATICN DETiEDN BASEPE NT SLAB AND STEM HALL TOP GFSLAB Q Q I I/1' CLEAR 2X4 TOP PL A.1 GARAGE =XI -DR MEE MPG PUNIC, ICE) 11AL S.EATi416 To MDR • b MALI • 3' ct • SIR WALL. FCC. UNO 04 % aAti Sohn -Di4 STUDS44A4 SIEATI41.16 of se MALE • r OC To We. S'iC wto CI. I1R Ad.t SPEC %AL ed NAILS • 3' OC • 4.1 PLTA_ .PRE, 4 Sipe LLNO 04 51at INL. SOED 2 -2x4 AT ANY •S4EA *b* AD•(T 61.c14 F *x,,yP TE AN1a101t : N L TO BOMQ2 FORM BlBi tt AVER CCNCIETE CURES USE 33 -I6dx2 143 NABS EAO• UUN° 2.23(.4 PLATES- NAL 51(TG. TO EA PLATE ( 2 ) 5)6'•AB wink V EPEEDPB(T 1040 CP4 61R LULL 5O€D IR' Nxlp' AB- IW 1")(2534' SII STEEL PLATE WAS • 4'-p' O.C. (ON 3 51EET A-I) EXiCEP'T A6 NOTED ON 51EARA14LL SQEDtLE 1' fat EMBED (2)' BAR •TOP 4 VERT. BAR • O' oc (DN 3 54EET A -I) 4 VERY. J -BAR • 6' oc (Div. 3 der A -U 44HORZ BAR •10'oc T'-b' OVERLAP (M t (DN. 3 31ST A -U '4 BAR • )2' oc L.2 -6' (DN. 3 SHEET A -I' TGI ITLNE IIOIIeP illfl IH1�11?i�Ullil3<•i .ill 'Anil! II1IIIPIIIII 17000-013100-12 4' PERF. fTL'i DR: o: "WILIER N 24' GRAVEL GED- (DIY.1 SHEET A -1) (4)1/4 BAR CONT. (Div 3 SWEET A -1) SOLID SUBSTRATE 4' GONG. SLAB OVER 4' ROCK OVER vAPGR BARRIOR VY•xIC' AB. III r>.:21(3/16' SO. STEEL PLATE WASFER 3 • 4' -0' O.G. (DIV. 3 %El:T.4-U EXCEPT A6 NOTED ON 51EARIALL SOEDtLE 1' NAN EMBED. M Z- BARB•24'oc 31 BEND OUT NTO sue r 18• 4 vERr BAR • IC• oc (Div. 3 SLEET A -I) 4 WOK. BAR • 147 oc (DN. 3 51EET.4-I) 5 PERT. J -DAR • 8' oc (Div 3 54 T A -1) '4 HORZBM•lia' oc i'-6' OVERLAP (MIN) (Div. 3 SHEET A-U Ni BAR • 12' oc L.2'-6' (DN. 3 MEET 4.1) TIGNTLNE 4' PEW F) =DRAM "WILIER p' N 24' GRAVEL BED (DIV. 2 SHEET A -I) (4) 4 BAR Car (DN. 3 SHEET 4 -1) SOLID SUBSTRATE 4' CQVC SLAB OVER 4' ROCK O ER vAP10R BARRIOR 03300-00000-23 1 PER PLAN 1 19= Jr TTP. FLOOR FRAM* PER PLAN (DIY. 6 SHEET A -I) BLOCK* OVER BEAM BEAM PER PLAN POST PER PLAN OVER NERVE)STRAL CONT. FOOT* PER PLAN MAT R20TI46 PER PLAN (2) CCNT 0 4 BAR ASS RESET TO FOOT* FOR PcelThVE CaPECTION. PER JURISDICTIONAL PECIIREPENTS CRIPPLE WALL o FOUNDATION 3/4.4 -0r 00100. 03300- 06_74 TYP FLOOR FRA ING PER PLAN (Div 6 kW A -U TYP. EXTERIOR W4-L CCN$TRICT01 PER RAN (DN. 6 51f'ET.4-I) R!1 BOARD CRIPPLE WALL (DIV. 6 51EET A -I) SEE FOUNDATION DETAIL(5) CRIPPLE WALL o FOUNDATION 3/4'==11-0r 00100. 03300- 07_TJ1 TYP. EXTERIOR WALL CONS1R1cTION PER PLAN (Div i SWEET 4 -1) TYP. FLOOR FRAMING PER PLAN (DN 6 SLEET A -U SoLIO BLOCK G OvER SUPPORTS LOCATE WEANING Calla/ JOAVT • hEMBER RM BOARD r cONY WPM VENT V2' REt3AYLN PLYWOOD • SCAT TREATED MD SILL SEE FOUNDATION DETAILS CANTILEVER FRM'G AT FOUNDATION 3/4"4"'0' 0m00' 3. 02 TJ L SCAB OGETIER AT SEAM � 2x4 SCAB EACH SIDE STEPPED FOUNDATION DETAIL 09300.00000.26 m POST /FOOTING CONNECTION 3/4'4•0r Oel00-03300- 10._TJ FOUNDATION DETAIL FOUNDATION DETAIL 3/4•=f -0r �i illlf FURRING DETAIL 3/4'=? -0r SLAB 0 STEM WALL 3/4'zf-0 A TYPICAL EXTERIOR WALL cONST+a)t:TICN PER PLAN ( Div b SHEET A -I) r AIR SPACE E• BUI.D.6 PAPER MOCKED END MfASClRr VENEER TE TO FRAMING Ev 2 SG FT (Div 4 5116t AI, MASONRY *BEER CONT. FLAMM WA4EEP HOLES • 4' -0' 0-C. TREATS MD SILL (Div_ b 511EET A -f) SEE FA/0ATIC% DETAILS TAT Ek'1ll M HALL COOT INCTID( PER PLANS (Dry A 649ET 4r CCWG CNER 4 OYER WAX BAIRRER R -b RI= IBLATIQI 2u118 TREATED PLATE MET 3/4' SEE FQICATOQ4 DETALS NOTE. Nis oPnch CAN NOT BE 11EED AT SMEAR WALLS. 0 0400.0e10o- &_T.i TYP FLOOR F4ZAMNNG PER PLAN (DN. 6 SHEET A -I) TYP EXTERIOR WALL C(N6TRICTION PER PLAN (Dfv 6 SLEET A -I) CCM MO M8•tDER JOINT • SEE FOUNDATION DETAILS 03300-0000 -e 6'M!. VERIFY •1 GRADE CAMTOIRS 06100. 03300 -2L.TJ TYP EXTERIOR WALL CONI5TRLCTION PER PLAN (DIV 6 SLEET A -I) 4' CONC. SLAB OVER 4' GRAVEL BED (Div. 3 SHEET A -I) TREATED MID NU. (DIV 6 SHEET A-U altirarir�r is u �: - 111 'VV 0 FOUNDATION /FRAMING CONNECTION 3/4'=f-0' EXT DOLOR AND FRAME (Div. 8 SWEET A -)) DOOR THRESHOLD FLAWING AS RFGTD (DN 1 WEFT A-I) FERvESTRAL FLASH* 4' CON . SLAB OAR 4' GRAVEL BED (DN. 4 SHEET A -I) 2xT2 TREATED TRESHOLD TRIM RIM JOIST TREATED MD SILL (DIY. 6 SMEET A - 4 vl:RT. RE-BAR F'R011 STEM WALL steam NTO SLAB TYP FLOOR FRANI% PER PLAN. (DIV. 6 SLEET A -I) EXT. DOOR THRESHOLD DETAIL 3/4'4 -Or T.A ALL UION TREATED MD SILL MR.K.ER PER f'tFG TYP. FLOOR FRAM* PER PLAN (DN. 6 SLEET A -I) EXT DOOR AND FR.4j- (DIv. 8 SLEET A -I) DOOR THItES1oUD PLASHA6 As READ. (DIV. 1 S1ST A -I) NERYESTRAL RASH* 4' CONS. SLAB OVER 4' GRAVEL BED (DIV. 4 SLEET A -I) TREATED MID SILL (DN. 6 SHEET A -I) r AIRSPACE TYP. V vERT. RE-BAR FIRCM $TIBi .HALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4W -0' 06100- 00300.06_TJ TYP. FLOOR RAPING PER PLAN (Div 6 :SHEET A -I) 2DoD - 063 FRAMING /FOUNDATION CONNECTION 3/4.4•0* 00170.03300411LT.1 L „zor CF Frr. FOUNDATION DETAIL 3/4W -47 I =1 L PER PLAN d 2' -8' CANTILEVERED RETAINING WALL 3/4 FOUNDATION DETAIL 3/4 TOP OF SLAB FRAMING PARALLEL TO STEM WALL !/Zwe. Az r rQ'x3A6' SD. GTE . RATE WS+ERG • 4'-0-' OC. (D)v A SNIT A-Li EA'B•1 AS NOTED Ok SSE,&L 5CAEDLEE rot [MED •4 HORLZ BAR ID' 04 r-e. COMER OVERAP Div 3 SHEET A-I) 44 ART BAR SM'E 46 STUB SQL SPACNEL (Div 3 51EFT A-U TIG11TLINE DAPP II0cFtt (DN 1 $1EET A-) 44 STUB S1lr _ PPM FrG. • 16' OC. (DN. 3 SWEET A -1, 4' PELF. FTYa ORAN WALTER k 24' GRAVEL IDED (Div. 2 61ST A-I) SCUD SUBSTRATE (2) 1/4 DAR DOR. (Div. 3 81EET A -U • M IQ •xliV AG U1/ 1?Q'X3(16• S.Q. STEEL PLATE MASERS • 4'-0' OG (DN. 3 SHEET A-I) EXCEPT AS NOTED ON I1EARUALL S CIALE " Mk EMBED. (2) 4 BAR • TOP 54 vERT. BAR • 12' oc (Mt 3SEET -U 44 ART. J -BAR • 12' oc (DIY. 3 SHEET A -I' 4 1 HOC BAR•WY P-6' OVERLAP (MIN) (DN. 3 SHEET AL R BAR • L7' oc L42' -i' (DIv. 3 SHEET A-V TIGHTLNE 4' PEW FT G. DRAM SHALTER N 24' GRAVEL BED. (Div 2 SLEET A -I) (4) 4 BAR CONT. (Div. 3 BEET A -U SOLID SUBSTRATE 03300-00000-22 VIYxIB' 419. W( 25:21(3/16' 512. STEEL PLATE )MAN RS • 4'-O' O.C. (Div. 3 SLEET A -I) EXC'EP'T AS NOTED ON SNEARIYALL SGEDtLE 1' MI. El'EED. Z -BARS • 14' oc 3� BEND OUT NTO SLAB b' •4 VERY BAR • la oc (Ply. 3 51ST A-I) '4 HORZ BAR • l47 oc (DIv. 3 SHEET A -U 5 ART. J -BAR • E' oc (Div. 3 SHEET A -I) • HMI BAR • IV oc l' -6' OVERLAP (MTIN) (Dfv. 3 seer A -U '4 BAR •12 • oc L•2' -6' (Dfv. 3 SNOT A -U TIGNTLNE (4)1/4 BAR CONY (Div. 3 SHEET A-1) TYP EXTERIOR SALL CONSTRICTION. PER PLAN (Div. 6 SHEET A -I) LOCATE SWAMP* JONT • 0830000000-01 SOLID SUBSTRATE 4' PEW. Fl G. DRAM SALTER N IV. 24' 2 a ;- a - 4. Et D ID I) N. SLEET u 03300-00000-20 1 COMt'1ON Meese e R!1 BOARD TYP FLOOR "WING PeR Pl *4 JE�W�IA (DIY 6 SLEET A -I) A' D- R 0 E u TREATED MUD SIILL M p g 2000 SEE FOUNDATION DETAIL(.._ �`n TAT. EkTIRIOR WALL CONSTRUCTION PER PLAN (Div. 6 SLEET A -U LOCATE SEAT is JOINT • COMIC% melee* SCUD BLOCKI43 • RM JOIST • EXT. I1ALL PONT LOAD !SEARING PER PLAN TREATED MD SILL CIT of TUKWILA SEE I'QIDA11Q1 DETAIL(* 8 2000 TIP. ROOK FRA•ING PER PLAN (DIY. 6T A•1) PERMIT CENTER FRAMING /FOUNDNTION DETAIL. 3/454•o , a 0e100-003004LTJ1 1 i FRAMING PERPENDIC ' - - - - g W a ■t H w z H U O = a } W �� � 01' z cccoo 0 11.1 c o 0-a U L Et o ti _ ( F- i W cc CO CD C\J co v Co i C0 X "3r O LL tof � 13) (f) .0 ozs co U ' CD CN ▪ CO TITLE . Q 8 U 8 0 9 9 • • / 0 TYP. DECK CROSS SECTION 3/4'4-0' E VE *As. FwII.ED DEo( woo G- e JESS 24 • 5 ✓2 OC . CLR D4ST E+3TI NOT TO EXCEED 4' SOLID BLOCKING Cr£R SUPPORTS 5/4 . 4 TIC CO* D KG ATTACH LEDGER tax 2 ROI* OF It2' SAG DOTS AT id,' oc TYP TJI FLOOR FRAI'tNG PER PLAN 2A POP(7 tt:4L._ AR HEAP' SIZE TC RErAcE WIDER OF POSTS • 2 STORY C.OND,T!ON OR WHEN POST'S EXEC 4 N _ENGTH1 SCAB W.' 2X4 EA SIDE Tk ( ?' GREATER DEPTH THAN JOISTS) FN1514 -AtNDSCAPE GRADE TOP OF PER P-454-• I I 4 FN. SUM GRADE + 3' BELOW FN10a LANDSCAPING, ON SOLID SUBSTRATE O6200.O6170-19_T.E • 3/4'=f -Or SECTION o BEAM 3/4'4-0' • II II II Ii II`\ it H L 4EADICal MM 6' -6', WIDTH Mk 3'-C' PER 2. ADS a M N DEPTH MAX. ERS S' MAX. HEIGHT n..14ANDRAIL M t 54' TO F't4 341' ABOW? TREAD NOSIG. 4MMCR,AIL I V2' Mt TO 2' MAX. cam SECTION DIVNSIp4 4 I V2' Mt CLEAR FROM WALL, WNW RAIL ENDS PER U BC SEC Wei I I II II II 11 ii II , � 2x KICCER PLATE FRAME OVER WALL DETAIL FRAM6 FER PLAN • 08100477300 - 15 SICnIG 4T Sl1E PER PLAN. PRONDE FLASHING AS RECOPtBDED aY MG. 2.6 aim!, TYP. 2x4 • ROCF AND FRAMNG MEMBERS TYP. Luz. • caul, G ROOF P A - NG PER PLAN SKYLIGHT FLARE WELL DETAIL 3/4'=1-0" O78O0-0e100•01 WALL STUDS BEYOND DBL UST, BLOCK AS NEEDED SEE PLAN 4-4----- ea PLAN FOR TYP. RISE t RN DIMENSIONS 314' PLYWOOD RISER I W HARDBOARD ?READ WITH EASED NOSING 3 2x STRNGERS M. UNO CENTER STRIWER UN 2 - 2x4 STRONG BACK TYP. NAIL WALL STR*CERS IW (1) *d TO WALL STUDS I I I T 5/8' TYPE 'X' GRUB. AS REQUIRED SEE NOTES BELOW 4. *STALL FNIE BLOCKING • WOOERS TOP I BOITCM • ADJACENT WALL(S) PER UDC C USABLE SPACE MOBS STAIR WITH 41' r a y ' X A �D. USE 1 LAYERS • * MTERPEDIATE BALUSTERS SHALL BE EPAC® 4' APART 1ET OPEWING PER UBC SE'C SOU STAIR SECTION DETAIL r;)nnnnnn EAVE DETAIL 3 /4'=f-0r 3 /4'4-0' OVER444NG PER PLAN 0 OVERHANG PER PLAN GABLE END DETAIL GABLE END DETAIL O0a004010G-0i V 3/4 -O' Typical. ROOF CONSTRICTION TYPICAL FLOOR CONSTRICTION II • 48' OC AT OUTSIDE IN C 4 S WALL SC4EDILE 2X BLOCKS.* WITH (3) 2' • HOLES UI114 SCREEN A35 EXPOSED RAFTER TAE. TYP. GUTTER FASC14 PBS ELEVATION rrp. EXTERIOR WALL CONSTRUCTION Typical_ RK)CF CONSTRUCTION TRIM PER ELEVATION aarrf BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TM! SKIP S4EAT;. G urrw 16d • o,;. TYP. 2x4 CUMIGGERS •4' O.C. WITH 2x2 BE7 LEEK FOR TRN TIP. EXTERIOR WALL CONSTRUCTION osIoo-0?aoo43 EAVE DETAIL EAVE DETAIL 3/4•=?-0' 00100-07300-12 V 3/4 -(7 EAVE DETAIL EAV 3 /4'ef -O OVERHANG MR RAN TTPICAL ROOF CONSTRICTION 2' Mt CLR FOR VENT** HI • 46' OC. AT CLITSIDE FACE OF WALL INO ON SHEAR WALL SCHEDULE 2x BLOCKING WITH (3) 2' • HOLES WITH SCREEN 2X6 BLocKNG TYP. EXPOSED RIPER TAIL J TIP. GUTTER ,( FASCIA PER ELEVATION TYP. EXTERIOR WALL OLl*TIOICTION oi0-003 M , 4 RECEIVED CITY of TUKwILA FEB 2 8 2000 PERMIT CENTER I H H CA z H U - ow 2 JWH ? 1i. a J f co W � v 0 m � > o Q oU U I— W 'Too 0 (0 z o o � Q 0U ~ Z cA SQ 6 a: ca s. c lc) g a) (7) ,_=.c • _C I CJ r r W N Co co N 1TTLE JOB PRO • • SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3r4'd -O' v040-oe170-*a Tv, RILL OCIMPIRCIEN % A'1•6 PER 1)GIDLLE or PLATE NALIG PER SNE.AAULJ. SOMME TJI BLOC OG M. T. FLOOR C.ONIT 1UCTIGN • Z EIOT ‘ PLATE %WAG FCMEDRE PANEL. EDGE I FELD NAL G FE! SCHEME LI BLOOU G TYP TA FLOOR CONSTIVICTION TYP. BALL COOTRICTI(a1 MTh SOLI b€ATUNG PER SOEDILE SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4"111-0' vom-osQaar COTTON PLATE NAILING r PANEL EDGE I FIELD NALIG PER SOIEDLLE Tit FLOOR JOISTS PER PLAN AUCA1 TA FLOOR JOIST W FALL tPER PLATE NAILING WALL 904EALE TYP. TA FLOOR CONSTRUCTION T. !ALL CONSTRUCTION UN WALL SNEATI4F6 PER SCHEME SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4.4-o- NAIL AIL FLOOR 5i€ATHP Mb AREA WITH NOd•6'od. EDGES IOd•FY or. FIELD BLOCK ALL EDGES Cd•6'oc PLTWi00p TO &MKT G eOTTOn PLATE NALNG PER SNEAgIWLL SCHEDULE PME. EDGE N FELD SALIG PER SOEDLE U BLOCC I G BLOCK ALL EDGES PANEL EDGE t PEL) NALNG PER SCN®XLE TCP PER�REARW L SCI•EDILE TYP. WALL CONSTRUCTION IAN SMALL %EAT/1E G PER SCHEME • SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION 3✓4''zf-0' NAL FLOOR SNEATI# Nib AIWA (•n4 IO d•6' or. EDGES 10 d • WY or. FELD BLOCK ALL EDGES 130TTa1 PLATE NALNG PER SNEAIRIM L tC.IEDILE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE 4 FELD NAILING PE! SCN EDLLE TJI FLOOR JOISTS PER PLAN TJI BLOCYJ G • ALL PANEL EDGES PANEL EDGE I RELD NAILNG PER'.,CNIDtLE TOP PLATE NALNG PER 61E1NUALL SCNEDLL.E TAT. WALL C.ON STRUCTION MANN VALL SWATNNG PER SC EDILE trOOa•oeelo.00 SHEAR WALL PARALLEL TO FLOOR JOIST - OFFSET CONDITION 3/4540 1707o.0ei10-10 EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 8/4'14-0" ToP PLATE PER S SCHEDULE WITCH PLATE NNALIG PER SNEAT.IALL SCHEME NO d•6'oc.PLTID.TORNJOIST PANEL EDGE I FIELD NAL./G PER SCIEDILE TIP. EXTERIOR WALL CON6118)CTION UN WALL SUEATNNG PER SGEDLLE TYP. TJI FLOOR COIETRJCTKFI 2•4 PANEL EDGE BLOCKING EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS SHEAR WALL HOLDOWN TYP. WALL CONSTRUCTION WIN WALL ENEAT OG PER SCHEME M. TJt FLOOR CONSTRUCTION QOTTOPI PLATE NAILNG PER 6NEA RIALL SO : UE TO dNAIL •6' cc. PLY1D.TO RIM JOIST PER SCHEDULE TOP PLATE NALSG PER SNEARIALL SCHEDULE TYP. LULL CONSTRUCTION UN UAL/ SHEATHIG PER SCNEDLL- CANTILEVERED FLOOR JOIST 3 /4'a'f-0r 17040.00170.01 T ID d NAL • b` oa PLYW. TO TJI DLOOOG >70ri SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4W -011 t Os3oo.o, f = SHEAR WALL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 314.4-0' ITOTO 3oo-oa TIMJI ROL. CORTRCTIO• rTM TALL SWANIG }EE SCHEME tir Puoit commorai NSOFiI(> 1 PLATE NAILING PER J, TOP PLATE NAMING P� SFEMrILL SOlDILE A OCIR DOLT PER SOMALI SEE AKh DETALb RCR FO NOATIO N COND(flL . TITCAL WALL C+dGTRCGTION SIN W ALL %EATING PER SO.EDUULE TIP. TJI FLOOR CONSTI4UCTICH B OTTOM RATE NUALSG PER SFEALEMLL SCAEDILE PER SNEAIRlALL SOEDLL.E ANCNNOR DOLT PER SQfRLE EEE meat DETAILS FOR FAIOATION CONDITIONS TYP. TJI FLOOR CONSTRUCTION TYP. EXTERIOR IIALL CONSTRUCTION ON ALL SNEATNIIG PER SCHEME BOTTOM PLATE NAMING PER SNEARIALL SCHEME TOP PLATE NALMC. PER SHEAR/ALL s0$LALE CRIPPLE WALL (DIv. 6) SEAN CRIPPLE MULL WOE A6 eNEARIAALL ABOVE SEE ARCk DETAILS FOR FOL DATION CONDITIONS SHEAR WALL o CRIPPLE WALL 3/4' -f-0' 1To710.023oe.021 CRIPPLE WALL (Div 6) SWATHING PER WHEDLILE PANEL EDGE 4 FIELD HALM PER SC EDNLE AN,CHOR BOLT SNEARIULLL SCHEDULE (2) V BAR CON T. (DIY. 3) ' t SHEAR WALL o CRIPPLE WALL - INTERIOR 3/"1 -O' 'N07E, ALL HP01111AT10N ON TWIS a er let ND1 1ECts 1RILY' NCOMPCWATED WO POCUEcT. C00101■404 wTN PLAwe. • J l \?RO \E . AP MAR 2 9 Ruud BUILDING DIVISION FEB MEMO CITY OF TUKWILA 2 8 ?GAO PERMIT CENTEI H W oo W H on 1 cx: o cn -c O *AZ $S2 g 2 t w ff 0 AB NO.: SHEET i1 TJI JOUST DETAILS I 1. • 1-- r 0_ STRAP PER P,..AN HOLDOWN STRAP AT CRAWL SPACE 3 /4•=t-0• ;mn,- LoWfs) - oC) P NELE $Ttp 00•701 PLATE NA LNG PER 'S►EARI ALi •.i E TJI BLOOCNG EE/Yi PER PLAN HOLDOWN STRAP AT FLOORS '*r t1AL� .;0145TRU T;ati JT- UALL SI.EAT4PJ PER 5C+ER,LE DABLE STUD ea!TOM PLATE NAILING PER 5HEARJWLL SCHEDULE BLOCK114 AND FILLER BLOCK DOUBLE JOIST OR BEAM PER PLAN 16d•6'OC 6 L)i )(.) 2x4 RAT BLOCKING NAIL STRAP UV ed COMMON • e' oz. SP PSON 0516 STRAP xIB' LONG. LAP 4' ONTO WALL OR BEAM AND NAIL WITH 8d COMI1Otr • 4' oc DRAG STRUT CONNECTION 3/4•=t-0' • • EAEATHING AND MAILING PER SEAWALL SCHEDULE 2Xb BLOCKI ROOF SHEATI4FIG AND NAILING PER PLAN AC. SHEAR4ALL SCHEDULE 2X4 LEDGER 12)16dEACHSTUD 12)16 d EACH BLOCK T UPPER WALL O LOWER ROOF CONNECTION 3/4'4 -0' STANDARD SHEAR DETAILS & SCHEDULE 4 -0' v.r5 7 flo70- uena31 1r000 -o w-3o 1 INTERIOR SHEARWALL TO ROOF COND. 3/4•=T -0' 1 PLYWOOD ROOF CONDITION 3 /4' =T-0r • OVERNANs 1 PER PLAN NOTE USE OSe ON ROOF Mete PER 6,EA 1016, PER I•E.Rokl xJEDULE iUd TO MATO. 51•1.407- COLL NAJL1.16 CELOE ?tTT ifJ'- 160 TO MATO• MEARirL.L %AILING SEX"; MO TOP PLATE PANE. EDGE 4 NAILN• PER SOEDLLE T"P li'AL� C0i5TRUC wJa. SHEA71446 PER SSE f1 /16d T3 d NAIL • 4' oc • EA OUTRK•GER ID dNAIL • 6' oz. TO TOP CHORD 1 eLOCKING 2x BARGE 1 1,6 TRI1 2x4 BACKER FOR BARGE NAIL THRCUGN SKIP SHEATHNG WITH 16d 2X4 cUTRIGGERS • 4' Oc. WITH JOIST 14A1.4#R • TRUSS GABLE E1'L TRUSS ASS CLIP PER SHEARJLALL SCHEDULE Tl'P1CAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION UUaTN WALL SHEATHING PER SCHEDULE SHEAR WALL o GABLE END ( 2 )16 d d NAIL • 4' oc • EA OUTR1GCaER 8 d NAIL • 6' oG. TO TOP PLATES 4 BLOCKING 2X4 OUTRIGCfRS • 4 OC. WITH JOIST HANGER • TRUSS TT PICAL ROOF CONSTRUCTION J TYP EXTERIOR WALL CONSTRUCTION W. WALL SHEATHNG PER SCHEDULE 1?000 -oe100-e MOO-MOO-ID 1 3/4•=1 -0' 314'=7 -Or 12 SHEAR WALL o EAVE 3 /4•4 - Olr'�\ �. a) auas tic- pup eo • %AL.l+G PER 9•41.411%&_.. E STRAP •LM. 4 kE.1R tikes SOfALF 4W' IPEIERSTRAC L$L RIM CORM PANEL EDGE + fLD MALTNG PER SCHEDLE T� EX1E317OR irYi coi6TR,cnok 1. L144 e&EA ^-+Ys PEiz SG+ELLLE YIP' T JI FLOOR 704STfL,CTION HOLDOWN STRAP o FLOORS PLYWOOD ROOF CONDITION TYPICAL ROOF CONSTRUCTION 1425 TIE • EA TRUSS LS30 • 48' oc 8 d • 6' or, • CLOCKING BLOCKING PER ARCH. DETAILS A35 CLIP PER 514EARIALL SC4. DOLE J ' NOTE= ALL I FOIQ11ATIf7N Git T1415 944EET IS i NOT NECESSARILT INCORPORATED INTO ` ) 'PROJECT. COORDINATE WITH PLA 1 . N 1 17000-0010 0-04 TYP. EXTERIOR WALL CONSTRUCTION WTH WALL 61#A11.4■• PER SCHEDULE RECEIVED CITY OF TUKWILA FEB 2 B 2000 PERMIT c:, n;TE;, VskilI 01NG DIVIS1ON .1CM6 NO ?O0 U _ w - p > cc ui0 w cc Lu co o0 co Lu Z W cc a D=F CC Q Q f.A Lw W O 1 ' 0 z = 4 -0 p w 0D 0cc U O �z0 p0 o U Z Q Z W LJJ Z - W co 0 Zo (I) O I Z g-I U UJ ~ �IL w J LIJ w W Z CT] z : ya m SHEET 03 LP C O . CD 1 - 0 ' Q CO 0) C LL 0 C _ U) O (r) (15 co V Li CD a 145 00 . st - Q S2 TJI JOIST DETNW 4 • • 0) 0 r v i '1ay • .. a a* • FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS SYMBOLS & LEGEND Poi NT LOAD TRAN8FEraNG BOON P oNT LOA.'% Mori Aeons o LOAD moil AeOYE 44 LOADING Pow, LOAD TweArepERING DOY1 UL LOADING 14, HANGER POINT LOAD TRANSFERED BY KICKER P ST,o• -- HORIZONTAL STRAP WTM SIZE DESIGNAT,ON • I 1 INDICATES eE41 CALCILATICN Iy1TH IND:ExED NitisER • HOLD DOi 4 wiTi.1 SUE DESeGNATION VERTICAL STRAP UATW SIZE DESIGNATION TO DE USED ON FLOOR BELOW EXTENT OF SHEAR WALL � TTrE OF SMEAR UMW. tuA_L A .ovE =NEM WALL BEt c ii LNLESS CTNERUXSE NOTED, ENIGQEERING AND CALCuLA'IONS ARE NOT PROVIDED 111 THESE DRAWINGS. i SHEAR NOTES a NOTED DESfGN GRITERA 1. SEE CALCULATIONS FOR DESIGN CaR1TERA L ALL S+'EAPILIALL9 9HOUN ON THE FLOOR P_AN ARE FOR usALLS ON THAT LEVEL. (TYPICALLY SHOWN SHADED) ANCHORAGE !S FOR SHEAIRAALLSc PANELS . ONLY, uHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS 55NEAR PANELS NAILS MAY BE SPACED • 16' 0.C.1NN.> PER TALE 23 -1-41 3. 1LFERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY FOLLOW MIN ueS.C. REGLIrREME NTS. 4. PROP /DE TWO STUDS AT ALL HOLD DOW LOCATIONS. 5. SEE MANUFACTURER FACTURER 9 REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDCWN STRAP. AND CONNECTOR FOR PROPER INSTALLATION_ 6. ALL PLYWOOD OR GYPSUM 5.44EARti1A SHALL BE APPLIED HORIZONTAL OR VERTICALLY ON STUDS EDGES SHALL BE STAGGERED AT %ENTER OF STUDS AND BLOCKEC PER SCI - EDULE. '1. DO NOT OVER'DRIvE NAILS NTO SHEATHI . IB STAPLES OR SCREWS ARE NOT At' ACCEPTABLE ALTERNATIVE TO htAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY TFE BUILDING OFFICIAL Rs?F t FLOOR 51 -LATH IPKs I. ROOF SHEATHING: 1,16' 058 APA RATED SHEATHING (24/0). LAY UP uN '"'+INI UI 1/8' CLEAR BETILEEN PANELS TO ALLOW FOR E)ANSION. NAILING 54.1AL.L BE 8d AT 6' oc AT PANEL EDGES AND 12' oc A' INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRA i SHEAR. 180x0E2 .142psf 2. FLOOR SHEATHI 3/4' CDX T4G APA RATED PLYWOOD (48/14) NAILED AND GLUED ADHESIVE SHALL CONFOFr' TO APA SPECIFICATION AFCs I. PIOViDE T4G EDGES AT LONG PANEL EDGES. NAILIIJG SHALL SE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INltrd1EDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR. 2i5x0 .92. 111p•P 3. PLYWOOD SMALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END TIT AT 8.1111114.1. C elarlAT1Qd • M AT /MA UAL L CEIATIQ46 DIN () iu\kWitik A M AR 2 9 2000 p1111_n,NG DNIStO"` RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER P JOE ND. . TITLE E-4 5 ..w y, 6 5. 4:nal ll.I � ■ d o QI y A SHEET • 1 • A 'SHEARWALL SCHEDULE ilu 1 Ir • II . dolor we WON lel 401 Ol 91r)XO1Y ..--ter l.,Oi0C�VO T O TOP PL. N PO TJ JOISTS it�ld I.DUOQ 1 Lonaal • vro-, rtitanianft 6i-4 G2 -1 G2-4 P1-4A P1 P1-4 Ft -3 PI-3111/ PI-2 I/4.' MD OIE SCE SAY GM AE 'SIDE 5d CGiOLM FOR yr 1 4 ► r+ Cs CS as a a n I VW•4VV 54r • 40' 5AY • 4V 5/8' • 48' 54Y • 48' 5A' • 48' 5/8••32' 5/8' • 24' 543' • 6' 5/8' • 16' 5/8'•EY 5/8' • 48• i ' • 1 b 2 d I6d•Q 16d • gr i6d • F lid • i' i6d • 5' 16d • 5• 16d•4' 16d•3' (2) ROBS ibd • 4• (2)R:W5 lid •3' 6.1 • 5' .. Y . 1:ii, r - s~ a $i V2' GIB TIC BIDES OR 50 Gle N.0 SCEs id COMM FOR SAS' 1 4 i 6 4 3 2 4 3 4 'VW OSA C E SIDE 4.15E 3x STUG9 PANEL EDGES - • Sd CCNHaN 135' DIA USE 3x STUDS P2 -4 P2-3 lA6' OSS TV/0 SIDES STAGGER SIEATNI JOI ITS 19.912) STUDS • PANEL EDGES Le44-4 PPR IEYERNA19ER 44ARDSOARD, 9IDS OR EGUAL • RFPoie 2 • 0) 0 r v i '1ay • .. a a* • FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS SYMBOLS & LEGEND Poi NT LOAD TRAN8FEraNG BOON P oNT LOA.'% Mori Aeons o LOAD moil AeOYE 44 LOADING Pow, LOAD TweArepERING DOY1 UL LOADING 14, HANGER POINT LOAD TRANSFERED BY KICKER P ST,o• -- HORIZONTAL STRAP WTM SIZE DESIGNAT,ON • I 1 INDICATES eE41 CALCILATICN Iy1TH IND:ExED NitisER • HOLD DOi 4 wiTi.1 SUE DESeGNATION VERTICAL STRAP UATW SIZE DESIGNATION TO DE USED ON FLOOR BELOW EXTENT OF SHEAR WALL � TTrE OF SMEAR UMW. tuA_L A .ovE =NEM WALL BEt c ii LNLESS CTNERUXSE NOTED, ENIGQEERING AND CALCuLA'IONS ARE NOT PROVIDED 111 THESE DRAWINGS. i SHEAR NOTES a NOTED DESfGN GRITERA 1. SEE CALCULATIONS FOR DESIGN CaR1TERA L ALL S+'EAPILIALL9 9HOUN ON THE FLOOR P_AN ARE FOR usALLS ON THAT LEVEL. (TYPICALLY SHOWN SHADED) ANCHORAGE !S FOR SHEAIRAALLSc PANELS . ONLY, uHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS 55NEAR PANELS NAILS MAY BE SPACED • 16' 0.C.1NN.> PER TALE 23 -1-41 3. 1LFERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY FOLLOW MIN ueS.C. REGLIrREME NTS. 4. PROP /DE TWO STUDS AT ALL HOLD DOW LOCATIONS. 5. SEE MANUFACTURER FACTURER 9 REQUIREMENTS AND DETAILS FOR EACH TYPE OF HOLDCWN STRAP. AND CONNECTOR FOR PROPER INSTALLATION_ 6. ALL PLYWOOD OR GYPSUM 5.44EARti1A SHALL BE APPLIED HORIZONTAL OR VERTICALLY ON STUDS EDGES SHALL BE STAGGERED AT %ENTER OF STUDS AND BLOCKEC PER SCI - EDULE. '1. DO NOT OVER'DRIvE NAILS NTO SHEATHI . IB STAPLES OR SCREWS ARE NOT At' ACCEPTABLE ALTERNATIVE TO htAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE- APPROVED BY TFE BUILDING OFFICIAL Rs?F t FLOOR 51 -LATH IPKs I. ROOF SHEATHING: 1,16' 058 APA RATED SHEATHING (24/0). LAY UP uN '"'+INI UI 1/8' CLEAR BETILEEN PANELS TO ALLOW FOR E)ANSION. NAILING 54.1AL.L BE 8d AT 6' oc AT PANEL EDGES AND 12' oc A' INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRA i SHEAR. 180x0E2 .142psf 2. FLOOR SHEATHI 3/4' CDX T4G APA RATED PLYWOOD (48/14) NAILED AND GLUED ADHESIVE SHALL CONFOFr' TO APA SPECIFICATION AFCs I. PIOViDE T4G EDGES AT LONG PANEL EDGES. NAILIIJG SHALL SE 10d AT 6' oc AT PANEL EDGES AND 10' oc AT INltrd1EDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR. 2i5x0 .92. 111p•P 3. PLYWOOD SMALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END TIT AT 8.1111114.1. C elarlAT1Qd • M AT /MA UAL L CEIATIQ46 DIN () iu\kWitik A M AR 2 9 2000 p1111_n,NG DNIStO"` RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER P JOE ND. . TITLE E-4 5 ..w y, 6 5. 4:nal ll.I � ■ d o QI y A SHEET • 1 • A