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HomeMy WebLinkAboutPermit D2000-058 - FOSTERVIEW ESTATES - BASE PLAN 2119FOSTERVIEW ESTATES PLAN 2179 D2000 -058 City of Tukwila IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN For Office Use Only: City's Basic Plan No.: 122000- O S Basic Plan No.: Z(V1 Architect: Address: 411 11 5E I L11 " �T Phone Number: ( 4 2 41 5 ZO Contractor: O to 75 ( FOLOGFZ. K 3 I q' Address: PD ??7 V I 671/b h,bm)i W fr Phone Number: (%Q 5(L 7 1 O 7 WA State Contractor License Number: Expiration Date: 12- I (, -[ a X2(1 Plan Informati1 : Number of Floors: Basement: Yes Square Footage: First Floor: ' (0 '- Second Floor: 1 I C Valuation: $ (II , 40M.02— Page 1 of 2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Department of Community Development Steve Lancaster, Director FOSTERVIEW ESTATES IN/LW V`i a Basement: Garage: 477' / Deck: Covered: (( Uncovered: (0 4- . . Steven M.•.Mullet, Mayor ,t \ GUIDELINES FOR Si... rLE FAMILY BUILDING PERMIT BASS., PLAN FOSTERVIEW ESTATES Basic Plan Submittal Information: 1. 2 complete sets of construction drawings to include the following: • floor plan • roof plan • building elevations (all views) z • building height = • building cross section 1-" w it 2 • structural framing plans and details necessary to completely describe construction 6 D • Washington State Energy Code data and prescriptive heating system sizing. 0 • Washington State Indoor Air Quality Code information. u) 0 ILI J = Conditions of Basic Plan Submittal vs Site Specific Plans: u_ w 1. Basic plan review fee shall be in accordance with Table 1 -A of t4e Uniform'Building 2 Code adopted by the City of Tukwila. Site specific plan review fee is $400.00 plus any g Q fees associated with the addition of decks, basements, etc. added to the plans at the time m of site specific submittal. If it is determined that the site specific plans need to be z w reviewed by the City's structural consultant, the applicant agrees to pay the fees assessed z H for this review prior to permit issuance. 1— 0 2. Architect of record agrees to submit site specific plans consistent with the basic plan w I- submitted for review. If the site specific plan is revised, the revisions must be clouded 2 m . and appropriately identified in the revision block. The Building Official has the authority 0 to require a full plan review fee for a site specific plan if there are significant revisions to 0 D- the basic plan. w E- 3. The approved basic plan is valid until any amendments have been made to the State H 0 Buil Code as adopted by the City of Tukwila or no longer than 2 years from the date ti 0 of this agreement. Ili z U N O~ 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. : Refer to the back of each application for a detailed list of submittal requirements. Page 2 of 2 °.zs -00 Date z ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA b P,Doo _ d 5 D TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800240 Amount: 980.82 02/25/00 16:51 Payment Method: CHECK Notation: KAPPLER ARCHITEC Init: BLH. Permit No: D2000 -058 Type: DEVPERM DEVELOPMENT PERMIT Site 'Address;. 13400 42 AV S Location: FOSTERVIEW BASE PLAN #2119 Total Fees: 2,494.27 This Payment 980.82 Total ALL Pmts: 980.82 Balance: 1,513.45 ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - RES 980.82 1949 02/29 9717 TOTAL 5695.64 3 sttiTlV '.t.'a:sr�.ls.ud, "Yi�nt'= ; a' wt. ntiiw; dll; �. iraurrcr�i3i+ sk« aSftrmsliS ?�M "r;3ik4.aC+iisrdtvF Z ` it c2 4 i W =' 00. co 0 . U w' -J H 0 ) IL: w 0: U O s 0I- - W. 0' w Z. O • Z r WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT ' FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS Homeowner: Builder: Site: DUJARDIN PLAN # 2119 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing ©l5 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 442 8.75 Floor R19 vented Joist 16oc Glazing @13% * *vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 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: 2119 ft2 Weather Data: Seattle, WA R; Climate Zone: 1 PROPOSED 425 Btu /hr -F 8.58 kWh /ft2 -yr Reference Value X U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.041 U -0.520 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 2119 02/25/80 HOUSE ID: 99090.21 Area = UA 1226 50.3 317.9 206.6 38.0 14.8 2035 126.2 1226 44.1 17130ft3( 109.7) Reference UA 442.0 X Area = UA 1226 50.3 281.0 146.1 38.0 14.8 2072 169.9 1226 44.1 17130ft3 (109.7) 425.2 6357 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 ============================ ------- WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909021.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size ( %Over) : Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: GLAZING ORIENTATION Location South 70.0ft2 Southeast : East 70.0 Northeast : Eff S Glz: 4.3% PROPOSED Gas Furnace DEFAULT 78 % 61 % 0 Vented crawlspace Attic or garage 0.60 27814 Btu /hr 6778 Btu/hr(24%) 34592 Btu /hr 52000 Btu /hr (150 %) 90 MBtu $ 504 Integrated Spot & Whole House 0.0 () Btu /hr tons(@125 %) kWh /yr Partially Shaded Avg Rvalue R- 8.0 R- 8.0 PROPOSED PROPOSED North Northwest : West Southwest : Surface Area 423.8 ft2 84.8 ft2 71.0ft2 70.0 HOUSE ID: 99090.21 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 ============================= = = = = == Z 6D _J U V co O0 w w w • o 2 LL = ' _ ° �.. Z � I- 0 ': Z ▪ LLI U O N w w O Z . U= 0 I- Z WINDOW TOTALS NAME WIDTH IN FEET HEIGHT AREA IN FEET IN S•UARE FEET QUANTITY HOW MAN AREA TOTAL AR A IN S.UARE FEET TOTALS IN S•UARE FEET • • LIVING 6.00 4.50 27.00 1.00 27.00 1 6 ra ENTRY 3.00 0.83 2.50 1.00 2.50 DINING 5.00 6.00 _ _ 30.00 1.00 30.00 KITCHEN 4.00 3.92 15.68 1._00 15.68 NOOK 6.00 6.66 _ 39.96 _ 1.00 _ 39.96 FAMILY 7.00 _ 5.50 38.50 1.00 38.50 TOTAL MAIN UPPER FLOOR M. BEDROOM 7.00 4.00 28.00 1.00 28.00 M. BATH 3.00 3.00 9.00 1.00 9.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 STAIRWAY 2.00 6.00 12.00 1.00 12.00 OFFICE 2.00 2.50 5.00 2.00 10.00 OFFICE 7.00 4.00 _ 28.00_ 1.00 28.00 TOTAL UPPER 127.00 SUMMARY TOTAL GLAZING SQ. FT. 280.64 TOTAL HOUSE SQ. FT. 2,119.00 Glazing % 13.2% -- Kappler Associates - JOB NAME: JOB NUMBER DUJARDIN 99090.21 DATE: BY: 9/20/99 MJM I' Kappler Architects P.S. VERSION 97.9 INCLUDES S STORY Job No. 99090 -10 Date 2/22/00 SPM Lateral Analysis for: Dujardin Plan #2119 City of Tukwilla, WA LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PARAMETERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR SF, PLATE HT. MAIN FLOOR SF, PLATE HT. LOWER FLOOR SF, PLATE HT. OTHER SF, LONG / SHORT WALL WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION :'422 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 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls Long Wall 20 : �12 . 1 : :'10 .13.0 9.0 8.0 NOT ALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default „ L to. , ,,,,.,•.;,•5.a1,,,10 2/24/00 PAGE 1 . J rgwom,N,W11^ ,mM,,wroIt.i TOPMSttintTa'YW9?+ m4te,l. sre trgli,V;9 14iMv! •+' J.!;.IVIgrwifo:.vom HM.c.,,r r"- N y> S' V'e)rraseft w,m,...-, z re w 2 00 to 0 J H. (/) WO LL j. D.a = W F'= Z I— 0 Z 1— W U C " O D o W 0 : O . W Z U co 0F = -. O Z WALL HEIGHT Ce Cq qs Iw 0 13.22 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 16.20 211 13.22 119 0.00 0 13.22 106 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - (20 / ( r max ((sq. root of AB))) VALUE USED where: AB Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = I -2.96 I 0.62 1.30 16.40 1 ri= 1153 I 10643 therefore use r i story shear DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 317. 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 1386 37 11531 0.11 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 13.0 (P) Upper Floor (Main walls) 9.0 #N /A 0.0 (P) Other 8.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls PSF PLF SF # FT # FT # FT # FT 2/24/00 PAGE 2 (P) Roof (Upper walls) 12 1155 SF 13860 ADDITIONAL LOAD 0 1155 SF 0 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 Roof (Upper walls) 31108 18 559944 559944 0.6624 7050 Upper Floor (Main walls) 31708 9 285372 845316 0.3376 3593 #N /A 0 0 ra rrr onr` Trr,T 8 45316 0.0000 0 (P) Upper Floor (Main walls) 15 964 SF 14460 S / S EX. WALLS 10 96 8 7680 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 77 8 4928 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 31708 #NIA 15 0 SF 0 S / S EX. WALLS 10 96 0 0 F / B EX. WALLS 10 58 0 0 INTER. WALLS 8 77 0 0 #N /A 0 (P) Other 12 422 SF 5064 ADDITIONAL LOAD 0 422 SF 0 S / S EX. WALLS 10 40 10 4000 F / B EX. WALLS 10 40 10 4000 OTHER WEIGHT 13064 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE P R SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT TOTAL WEIGHT W= 425 - 641 -5320 990901 0_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls 31108 # 75880 TOTAL FLO 05260 OR BE��VU =WA "'i4 *load reduced by half due to plan configuration of front wall being concrete Not included in total BASE SHEAR: Vb= 0.1964 75880 14900 WORKING STRESS WOOD DESIGN 1.4 1 10643 # Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 2/24/00 PAGE 3 .wvwr gar. vwue. ww�+ tr.'a`efiA�R.'H} +K . X: Fi5? 'FY'HFa!*7.!AS�%'Rk .. SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (VV)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS SEISMIC GOVERNS #N /A © 215 @ 367 @ #N /A # FT # FT # FT 4 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING M= 35125145.06 T =C= 1211211.898 10.5 ALOW.Ft= 16.51 x73406..78: 1.33 143.64 # /NAIL X194 673; #FT 731.501 # /BOLT 3:67; FT O.C. # /BOLT 5.28! FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other 525 1.33 8432.27 NAILS 10643 WIND FORCE Not included in total 215 152 0 81 211 119 0 106 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/24/00 PAGE 4 ;H{.:!' ✓a rT.K T :P!re, 2!'MV % t: Rt t' Ml tt k!. A ! 3 tR!7a'trvtemm+z.errr my.•nsl, xs .,..w ,....onar.a "'^'" , V W h Wh F Roof (Upper walls) 10643 31108 13 404404 6240 Upper Floor (Main walls) 10643 31708 9 285372 4403 #N /A 10643 0 0 0 0 Other 10643 13064 8 104512 1613 .. SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (VV)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 215 152 0 81 # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS SEISMIC GOVERNS SEISMIC GOVERNS #N /A © 215 @ 367 @ #N /A # FT # FT # FT 4 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING M= 35125145.06 T =C= 1211211.898 10.5 ALOW.Ft= 16.51 x73406..78: 1.33 143.64 # /NAIL X194 673; #FT 731.501 # /BOLT 3:67; FT O.C. # /BOLT 5.28! FT O.C. 1050.71 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls 689776 (F) Roof (Upper walls) (F) Upper Floor (Main walls) #N /A (F) Other (P) Roof (Upper walls) (P) Upper Floor (Main walls) #N /A (P) Other 525 1.33 8432.27 NAILS 10643 WIND FORCE Not included in total 215 152 0 81 211 119 0 106 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/24/00 PAGE 4 ;H{.:!' ✓a rT.K T :P!re, 2!'MV % t: Rt t' Ml tt k!. A ! 3 tR!7a'trvtemm+z.errr my.•nsl, xs .,..w ,....onar.a "'^'" , 8 10 10 0 0 86 MA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 6885.25 6885.25 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 800 800 0 0 0 0 0 0 2666.67 2666.67 0.00 0.00 421.86 421.86 #DIV /0l #DIV /01 CS16 -30 CS16 -30 #DIV /0l #DIV /01 I 16 13 8 0 0 164 limpAgmti MIN PLATE NAILING 11 INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 17049.19 10491.81 0.00 0.00 1040 640 0 0 4320 0 0 0 23226.67 1706.67 0.00 0.00 - 475.19 1098.14 #DIV /0! #DIV /0I NA CS16 -30 #DIV /0I #DIV /01 I 16 7 6 0 0 265 mr,P1=4 ' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 14829.77 12711.23 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 560 480 0 0 0 0 0 0 1306.67 960.00 0.00 0.00 1931.87 1958.54 #DIV /0! #DIV /0! 2- CS16 -30 2- CS16 -30 #DIV /01 #DIV /0! I 8 3 8 5 0 108 (ti P.1, 6RA Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2581.97 6885.25 4303.28 0.00 MIN PLATE NAILING 16 INC O.C. 240 640 400 0 120 288 216 0 360.00 2474.67 1026.67 0.00 740.66 551.32 655.32 #DIV /01 NA NA NA #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z 0 u_ 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 215 215 2 /3DL REACTION HOLDDOWN 215 2/3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls WALL SEGMENTS b c b b c c c d d d d SHEAR V WALL TYPE 2/24/00 PAGE 5 ? 3: isd`l+ x+' t�SP#::? n�Yl!:` T; rtR9. r" PF.=' lv' f. �Eif�?." i''"'• YF77M�X7�NNMxnWIYm@ Ytrrn; yµvf! a' IiwrrP! x.. r^ tw nx� lan.rv7Mi`S�L"'`�'"'"er�nrRnn. I 6 3 21 0 0 54: 3,P „1 ' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 1290.98 9036.89 0.00 0.00 MIN PLATE NAILING 32 INC O.C. 240 1680 0 0 120 600 0 0 360.00 15960.00 0.00 0.00 310.33 - 329.67 #DIV /01 #DIV /01 NA NA #DIV /0! #DIV /0! I 13 13 7 0 0 140IiWOR1=6P. il Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 14545.09 7831.97 0.00 0.00 MIN PLATE NAILING 12 INC O.C. 1040 560 0 0 2145 400 0 0 13801.67 2240.00 0.00 0.00 57.19 798.85 #DIV /01 #DIV /01 NA NA #DIV /0! #DIV /01 I 11 23 20 0 0 551 P,1,$Mil Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 10127.72 8806.71 0.00 0.00 MIN PLATE NAILING 31 INC O.C. 1840 1600 0 0 0 0 0 0 14106.67 10666.67 0.00 0.00 - 173.00 -93.00 #DIV /01 #DIV /0! NA NA #DIV /01 #DIV /01 #N /A 0 0 0 0 #N /A #N/AM Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK I UPPER FLOOR Load Ht. 8 H 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: w z w U UPPER FLOOR Load Ht. 8 w -J UPPER FLOOR Load Ht. 8 215 215 2/3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN 215 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT a TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c b b c c d d d a c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119 1997 -9 Lateral analysis worksheet.xls d SHEAR V WALL TYPE 2/24/00 PAGE 6 I 5 2 2 0 0 132 AiILRP. t Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 2114.94 2114.94 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 320 320 0 0 0 0 0 0 213.33 213.33 0.00 0.00 950.81 950.81 #DIV /0! #DIV /0! STHD 14 STHD 14 #DIV /0! #DIV /01 24 4 12.5 6.5 8 2841.,-,iM,' P1 =41!ik, I Mo= 9092.05 28412.66 14774.58 18184.10 MIN PLATE NAILING 7 INC O.C. WaII(DL) 640 2000 1040 1280 2016 Floor,Roof(DL 0 1140 960 864 0.00 Mr= 853.33 13083.33 4333.33 5717.33 MIN PLATE NAILING T =C 2059.68 1226.35 1606.35 1558.35 6 INC O.C. REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ HTT22 I 16 11 12 0 0 255 ifi„R1=4f) Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 22466.59 24509.01 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1760 1920 0 0 1148 2016 0 0 10662.67 15744.00 0.00 0.00 1073.08 730.42 #DIV /01 #DIV /0! HTT22 HTT22 #DIV /0! #DIV /01 I 8 3 3.5 2.75 0 317,110.$P1=4010 I Mo= 7617.66 8887.28 6982.86 0.00 Wall(DL) 480 560 440 0 Floor,Roof(DL 1680 1280 1005 0 Mr= 2160.00 2146.67 1324.58 0.00 MIN PLATE NAILING T =C 1819.22 1925.89 2057.55 #DIV /01 5 INC O.C. REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! RIGHT TO LEFT 1. MAIN FLOOR Load Ht. 8 O u rt 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 0 MAIN FLOOR Load Ht. 8 106 367 2 /3DL REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909010_(ExpB)_Plan #2119_1997 -9 Lateral analysis worksheet.xls d d d d SHEAR V WALL TYPE 2/24/00 PAGE 7 Tim.. FR,,Fyr 1 pog)v QrVpttr ..yi r!INtrXti rf.VIAils+t •Vti:3TTW' ^rx,x«y AMSa+.,hr+a.vo...m+vn -, , r,^+, ,, ,t , ^ ai3i` na zp= rxur ccvT.ew2rfft�"'FT` ^� Z ~ W re JU 0 to W W J p N W 0 • 0 g u. N d = W H =. Z f. Z 2 p U 0 - 0 I- W UJ I I- 0 . U O ILl O I- z .raraw�a�ru�+rw 6 9 17 0 0 85 :14.MR1r161 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 6097.79 11518.06 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 720 1360 0 0 120 600 0 0 2520.00 11106.67 0.00 0.00 397.53 24.20 #DIV /0! #DIV /01 NA NA #DIV /01 #DIV /01 I 13 21 0 0 0 227) Ryteml Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 38167.67 0.00 0.00 0.00 MIN PLATE NAILING 8 INC O.C. 3360 0 0 0 475 0 0 0 26845.00 0.00 0.00 0.00 539.17 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! I 11 30 7 0 0 10911MR1;6,41Val Mo= 26185.72 6110.00 0.00 0.00 #NIA Wall(DL) 4800 1120 0 0 #N /A Floor,Roof(DL 0 0 0 0 0 Mr= 48000.00 2613.33 0.00 0.00 MIN PLATE NAILING T =C - 727.14 499.52 #DIV /01 #DIV /01 16 INC O.C. REQUIRED NA NA #DIV /0! #DIV /01 0.00 I #N /A 0 0 0 0 #N /A ( . , #NIA, ,I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED #NIA #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #NIA #N /A FRONT TO BACK 't MAIN FLOOR Load Ht. 8 H (7 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 o: w z w U 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w - MAIN FLOOR Load Ht. 8 367 367 367 2 /3DL REACTION HOLDDOWN 367 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909010_(ExpB) Plan #2119_1997 -9 Lateral analysis worksheet.xls a a WALL SEGMENTS b C b b b C C C d d d d SHEAR V WALL TYPE 2/24/00 PAGE 8 Y1 `11 • x au,. wrr 1pnvRe <**•}ntY#gv,eamro+•n..�,tu -y emo,,eR.S2.°?1L•+vpszrxfwesA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I P i IF] ■ Kappler Architects, P.S. 14311 SE 16th ST. 641-5320 532 * 98007 (4 2 5) Bellevue, (45) 6410 (425) 641-5318 DUJAR DIN Date By oesotoon annum MJ1 PERMIT 5ET P LAN # 2119 FOSTERVIEW ESTATES 11-1G DRAWING 6 © COATED ANO 6 TFE ExQUSVE PROPERTY OF THE ARC-SECT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I P i r 2 K: \KM \99 \99090 \9909021 02 -24 -2000 114430 Shoot ml Workstatcn PautM foundation shear walls NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i g ■•■•■•■ _ j 1■. I: Kappler Architects, P.S. 14311 SE 16th Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641-5318 DUJAR DIN Date BY Desuptien J 02123/00 rtri T 5ET 1 i ✓1 1 I 1 1 r + 1 I PLAN # 2119 FOSTERVIEW ESTATES nis DRAwirc s © CEO arms rrE EXCLUSVE PROPERTY OF E aacrirscr x 1 1 L Sr 1 1 it 1 L - - _i ✓ I Il' 1 1 I I y I 1� l I S I ; � 1 i I - i � I • ! I I 1 ' , I 1 I i _ 1 II II r-- L / ; "� o 7 t i 7 , I II I ■ L . ! -• 1 i 1 _ 1� 1, I / / 1 I v NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i _ j r � ! i'i ,I ti. , i, Pr 3 0 , 1 i ✓1 1 I 1 1 r + 1 I x 1 1 L Sr 1 1 it 1 L - - _i ✓ I Il' 1 1 I I y I 1� l I S I ; � 1 i I - i � I • ! I I 1 ' , I 1 I i _ 1 II II r-- L / ; "� o 7 t i 7 , I II I ■ L . ! -• 1 i 1 _ 1� 1, I / / 1 I v � I! I! U 3 . `j� Priill L \II I Ili 1 1 \11 I�nl1 - 7 , mo w -i I I I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i L { et 4 IM-4 UPPER FLOOR SHEAR WALLS kal. w' -r 1•1•641M ■•••••• L — 1 . Et Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DUJAR DIN Date By DesapUXn ° 212'100 ' PERMIT PLAN 2119 FOSTERVIEW ESTATES TH8 DRAIVNG B ©COPYFLGHTED AND s TFE EXCLUSIVE PROPERre OF THE ARCHITECT imi ij 0 0 r r i LJ 1 5IL A'X : X !IL :& JIL NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FOUNDATION SHEAR WALLS Sul• YS'T•O' SYMBOLS & LEGEND o POINT LOAD FROM ABOVE I , Y" PONT LOAD FROM ABOVE WI LOADING 71 PONT LOAD IRANSFERNO DOWN U • PONT LOAD TRANSFERNO COIN WI LOADING ro' HANGER (1 PONT LOAD tRANSFERED SY KICKER t(e ✓' HOLD DOW WITH SIZE DlSKNATICN _ 4' TO BE USED ON FL BILOWS TIP! Oirr - HORIZONTAL STRAP Wu SIZE DESIGNATION O NDICAT!S SEAM CALC.LATION W TH NDENED N YIBER _••_•• z ExTENT G• SHEAR ULULL TYPE OR SHEAR WALL C - 2 WALL ABOVE I == WALL BELOW maw WLESS WNW/.WISE NOTED, ENGNEERNO AND CALCULATIONS ARE NOT I•ROVIDED N nose DRAWNGS L SEE CALCII.ATIONS FOR DESIGN CRITERIA attafuLti ALL EHEARUALLS 6HO1N ON THE FLOOR PLAN ARE FOR WALLS CN THAT LEVEL, (TYPICALLY SHOW SHADED). 2 .ANCHORAGE IS FOR SHEARWALLS(PANELS) ONLY, WHERE PANELS, OF MAY BE SPACED ISN MM) PER R TABLE 23.1.0, 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS &EAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MN USG. REQUIREMENTS. A. PROVIDE TWO STUDS AT ALL HOLD DOW LOCATIONS. S. SEE MARIFAyNRER'S REQUIRE TENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP. AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL SE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OP STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDING OFFICIAL BccF NI FLOOR j MAIN FLOOR SHEAR WALLS N'r -6' SHEAR NOTES L ROOF SHEATHING, 1/16' OSB APA RATED SHEATHING DAIS). LAY UP WI MMRtt1 US' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Sd AT 6' OC AT PANEL EDGES AND D' se AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24 OG • ALL INSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR.160+Oe7.47p.r 7. FLOOR SHEATHING. 3/4' CDX TAG APA RATED PLYWOOD (46/24) NAILED AND GLUED. ADHESIVE SHALL COW-01;M TO APA SPECIFICATION AFG CL PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILING SHALL SE led AT 6' os AT PANEL EDGES ANC IC' ee AT NTER'IEDIATE SUPPORTS. ALLOWABLE DIAPHRAI SHEAR•7ISFOE7•111p.r 3, PLYWOOD SHALL BE LAID till FACE GRAIN PERPENDICULAR TO SUPPORTS AND END SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMI UPPER m &PT SHEARWALL L idEDULE 1 2 @ 2 i l wir- asror 9e1•m 140101 ?4,00IGI 21 ski •iM 2301 • Oro, Q CO1 11QRC1N V1•CAB we 606 VW• 46' Yd • 0' Sd• 0' W.4 OR 6b••IV I6d•WY 16d• 5/6' CAB OC 60E 07 N' GIB TEO 60E6 id 5/6' • 46' 164 • S. lid • 6' 02.4 OR COCLER El' • 46' lid • 6' 164 • 5' 563' CAB 1EO 60E6 FOR 5/13' P.6A 5/6'•46' Yd• 5' 164.5' Pb . 5/S'• 46' 16d •5' Yd •5' P1.4 561'•37' Sd •A' Sd •4' 1Ai' 05B p.3 ` OE 60E 5A' • 74' 16d • 3' 16d • Y Fl- SCE�USE 3. STUDS 0 PANEL EDGES R•7 -• USE 3. STUDS 5E' • IL' 166' 05611110 50E6 (711402.113 1716016 P2-4 6TACLER 51EAINTG 55' • 5' Yd • 4' 1y • 4' .044161.147) VIDE • 041). EDGES D A (])RIO'S (71R?YS P2.3 5/6' • 0' I6d • 3' Sd • 3' STAGGERED 0!L 6447.4 RAR DSOAIG, 50440 7044 5/6' • 46' Sd • 5' Yd • 5' .FR IMO FOUL 7311 _ _ POINT LOAD FROM , POINT LOAD FROM ABOVE POINT LOAD TRANS• P POINT LOAD TRANM HANGER POINT LOAD TRANSFEFIED BY KICKER HOLD DOMN W104 611E DESIGN N VERTICAL STRAP C11I 617! DEISIONATICN TO BE USED ON PLODS BELOW - HORIZONTAL STRAP 6.6T)4 617E DES3GNATI04 NDICA1E5 BEAM CALCULATION WTH INDEXED NMEIER •� �• EXTENT CP SHEAR WALL �• TYPE CF SHEAR WALL _.- WALL ABOVE 1=1 WALL BELOW 4 144.666 01105.56! NOTED. ENG643ERIG A)O LATIONS NOT PROVIDED N 6E DRAWINGS 2EntratISANIEsta LL SE CALCULATIONS FOR DESIGN 4 L r t ALL SHEARUALLS 6140124 ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY 5140.114 EHAZED). 2. ANCWORAGE IS FOR SHEARUALLI 6) ONLY, WHERE PORTIONS OF WALLS ARE NOT DEEIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED /MM/ PER TAB 1. 1 UNERE PORTIONS OF WALLS ARE NOT DEEGNATED AS EHEAR PANELS THEN SHEAR DETAILS NOT APPLY. FOLLQU MINALBC. REQUIREMENTS 4. PROvog TWO STUDS AT ALL HOLD I LOCATIONS. 5. SE_ MANUFACTURER'S RECUIRE' .,,,, AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP. AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON ETUDE. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. E. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE - APPROVED BY THE BUILDING OFFICIAL ROOF I FLOOR SHEATHING L ROOF SHEATHING, 1/16' OSB APA RATED SHEATHING (74/48). LAY LIP W/ MINT14, VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6' cc AT PANEL EDGES AND 17' oc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' 00. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR.I648•D52.147p•T 2. FLOOR SHEATHING, 3/4' COX TIG APA RATED PLYWOOD (45/74) NAILED AND GLUED. ADHESIVE SHALL C•FORN TO APA SPECIFICATION AFG WL PROVIDE T4G EDGES AT LONG PANEL EDGES. NAILING SHALL BE lOW AT 6' cc AT PANEL EDGES AND 148' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR.715.0132. T9p•T 3. PLYWOOD SHALL BE LAID 51/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END SHEAR NOTES 4 11111111 II I IR11I'' ,I 1111111 ■REII_J�����'��I�I„ ii � SIN FLOOR SHEAR WALLS 6u4 '6' 141.5660,46545E NOTED J MEM aar6rr �w• ••w111111 ill IMw UPPER FLOOR SHEAR WALLS 6u1• US' -E UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS ID 5 P. TIRE JOB NO: 9909171 1997 UBC SHEET S3 99090.21 . Z W 6 U O U) o. co W J W LL" W 2 g Q co 0 _ ° FW Z H. Z O uj U 0 O N CI- W LL Z . W U 9 H H` Z ACTIVITY NUMBER: D2000 -058 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #2119 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Bui df ing Division II Af 3 -21 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS TORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved 1PRROUTE.DOC 5/99 Approved with Conditions PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions n n Planning Division Permit Coordinator DUE DATE: 2 -29 -2000 Not Applicable n DUE DATE 3- 28-2000 Not Approved (attach comments) n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 - 058 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #2119 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP S Fire Prevention Structural Structural Re iew Required Approved with Conditions Approved with Conditions Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -29 -2000 Complete R Incomplete n Not Applicable n Comments: no r{.trta.d 09 pe)..• No further Review Required DATE: Z- a %-ZQzJ n DUE DATE 3-28-2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Gary Bumstead Dujardin Development PO Box 1059 Snohomish, WA 98291 Fps•vview 6ivP4eS ., k ; l, 4 . .• . 1 /t'!I, ei' IIW,'f i , ,. ho it 0 11 September 26, 2000 RE: Hold Down Clarifications ..Cripple Wall Situations Al1Gappler Home Plans for the Fosterview Plat Dear G ? Per your request, our office has investigated the hold down condition as it relates to ,cripple wall s ituations. Our drawings designate a hold down in the'conerete stem wall at the end of certain shear walla. This hold down is specified as an STHD14 or an STHD14-R3. 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 and correct installation at cripple wall locations where the above - described condition occurs. " • We have reviewed all of our home plans, and the maximum load at the STHD14 hold down is just under 2600 pounds. Above the STHDI4 connector, install an AST6236 strap. This strap will cognect the cripple wall stud to the main floor studs directly alcove the STHD14 hold down. The AST -6236 strap takes 2575 pounds. This will transfer the load to the STHD. It is acceptable to have the AST strap adjacent to the STHD14 hold down by one stud. In which case, there should be a minimum of (15)- 16d nails attaching the adjacent studs together. Install the AST strap per the manufactures instructions. Our drawing specifies Simpson strong tie connectors. The job site is using Advanced connector system hardware. Our understanding is that this is an equal substitute so it poses no issue from our offices' perspective. Please provide this letter as substantiation that our office has reviewed and approved this condition clarifying the, intent of our drawing'package. Should you have any questions or comments, please do not hesitate to call. 14322 SE 161$1 Street . Belrevue. WA. 98007 2.800.888,4517 • (425)641.5320 . fax' (4 00400_20Puatau vicw.Ilut. 1,wwv.4e.99.4I'WittW ,i,Iu.00111 ". ; • G lc CtYR Tunv Lq SEP 2 7 2000 I'IeRMR CENT z Z m w UQ W � LL. w 2 a . _ z � w� U 0 - 0 t- w W LL O w z p Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 August 18, 2000 RE: Deletion of LS 30 clips on shear wall bird blocking Dear Duane: 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. Sincerely, J : Kappler 'paX,C JciLtv 'Waif?, ic President J , �h .etteamrel 49,4 + 03,/zoco 1 [11 ARC your complete tic y(anniug resource 2 L 2000 All of our basic plans have a Simpson Strong -Tie LS 30 clip called out at the shear wall locations attaching the top plate to the angled bird blocking. Simpson Strong -Tie now demonstrates that the H1 clip satisfies the cross member ending criteria for the trusses. Therefore the use of the LS clip is now deleted, as the H1 clip transfers the cross bending shear. We therefore would like to delete the LS on all shear walls. If you would like to discuss the load path conditions and review this with the Simpson Strong -Tie materials, I would be happy to do so. 14311 SE 16th Street . `lief(evue, 'Wgl 98007 1.800.888.4517 • (425)641.5320 . fax: (425)641.5318 mvw.l app(er(toruepfarts.com • PLAN # 2119 FOSTERVIEW ESTATES THIS DRAW14G IS © COPYRIGHTED ANC IS THE EXCLUSIVE PROPERTY OF THE ARCHil EC r Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 JOB No. 9909021 . , SHEET COVER SHEET 99090.21 ‘r Elevation 1 onderstand that the Plan Check approvals are sul*ct to errors and omisstons and approval a of does OM authorize the violation of ny i3c.ipted cbde or *Kiln:Ince. Receipt of CO 1. actor's copy 6i approved plans acknowledged ' Dale • 'PerrnIt • „ , SE.PARATS PERMIT ROOMED FOR: CAI. N76 uKG WING CITY OF iiiKW.LA BUILDING otviStON . . . . , • ar, ao- • • 999 - • Z _11 :10 . ",•• A , :1 ••• • ..9? A" 9 .9. , i• ' : Sid Elevation • r 3. • • h 4 ", • - ' 9 4 / 9 . .g" 3 •1 9 , , " • • - 59 • • 9, 9 1 . • 9. 7.t.- 9•-• - • •-•,Y S. r • • • • • r.1+ ze, • otrk, ;;." V ^ i c • *4 • 44. , F. 419 • ' • • 71 .1:4.14 • • • • 61 Is ' ) 4t.:' V 4* • g " )4 , • , , , , "." 't' 7 ; 4 : PLAN # 2119 FOSTERVIEW ESTATES :.= , ...„ S . per Floor Pia • * • .99 . : I 4 • • 4 • , • • ' • ' ' • .' • 17 . • 5'4 • MMNPLR UPPER FLOOR SQUARE FOOTAGE 964 SF 1155 SF . TOTAL . S 5' DECK / PATIO 2119 SF 422 SF 109 SF ' SQUARE FOOTAGE IS MEASURED TO 11-1E OUTSIDE FACE OF UALLS. STAIRS ARE COUNTED ONCE N CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED W4 CALCULATICNS Garage 19'5°x2U'5 28%4" Porch DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D/ STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE 0 M ain Floor Plan ?70/7e, F1444 titI•1141 • RECEIVED CRY OF TUKWILA FE1 2 - PER CENTER • •7.-; - • .r4 '59 • r I41C?N DVVC;S; S\XREF\A1.b`f $ REVi 6N DATE 08/12% s z 3' b i 0 :! m � � P g s i p `€ i E 06 1:0111[1 ig 1114 1 1 ;; tiftf _ 1 1 will% . 1 difil c $!I ; 11 11 2 '4`q 11 .10 t2 � 4 g Rio 1 g 1• , � a 9 1 ` �i ! iJ ! g :S g I $$ R ` I t!.• •J gi D D gcs 4 r sS ctgi Mg i si; I AIN r 9 I I LI t - -r-: .,,v. iiiiitillilegl t4 414f FR '- ii i14.0 '�tt� -. IN* 11 ii.it iI $ MI 0 -22 I 1"/ ji 1! IP J a J 11. C I $ a I a ...... : d d t q h x J s t _o g c 11 2 4 f ; 5. f I fig i k_ Ili * 0 ;I:r li r j ;+ lcgs. i iVgit IA s A qW 4Z h se F . Of f i f 4 it r 1 s c t A x m i Y • 3 t w 441. - Y I 1 sag $ g It6 I ler t : 'j ffl A !i i i �, s i1i _ I! h i !I 4a b t s l K o b I r H it' 1 �E f i � II � [ IT �9� , ' " * 1 § 4 p i a l y I s i! _ lair fill 141 11 1 I ' r f � mo NW; . a weitN s 5 i g; ' • a ; r tq :1 . a • qo bw y! U iUU A s v I I � i 4 9.t � � e f Dui' ;I!! :lap! ;ti 1 . 1 ,,111 itt !as ;:ii l ii! lei 46i q - fr-1 J � 4 I F Wil tt tia i1 II!! di ( 10 : ti; H b ■ ' a W Alvda ► o{�� ► ► V} t�}H!' d 1Ph' 6 JI 11 41414 4; rq.44 I gilE b5 ll ... ill 1 ' ' - k 1 V • t MAK. SPACE AREA E14 SF 2 MALL SPACE AREA I Se • 6. SF CF vENT AREA IUD ' r 3 ,Y NICAL vENT J ;IE • I4'.S`& 15 (1 @F1c 1GY ) • Si SF PEIIR vENT NET FREE AREA 4. vENT AREA J .80 • 11 .2 PINTS RECI IIRlED 9. 12 VENTS SHOW (SEE PLAN FOR LOUTIGN) . 6. 2 ANTS x 36 • AM_ SF CF vENT AREA PIIVtDED 1 Vert. SHALL DR COVtn1lED aims CORROSION RESISTANT WPM MESA WITH OF'ENNGS OF V4' MAX 8. YEWS _OGA'ED N WM JOIST MUST DE PER•S4? 4TLY DARED. I. JSEC 50214.1 , I NDATION/MAIN FLOOR FRAMING PLA N w - ONIr N -e .• { r ` 1 x .. U,', . • 1 ■ RECENED CITY OF TUKWIU1 IVs p MCT O NTEA ' GENERAL FRAMING NOTES I FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE 4.1IT14 MN 15•x1• FOOTING. SEE DETAILS FOR ADDITIONAL IrFOR1AT10NL SEE Vv. 3 SI-EET A -I CONCRETE STEM WALL 6' UJICE WITH MN 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION SEE Vv. 3 SHEET A -I -3 l CONCRETE SLAB ON GRADE SHALL OE 4' THICK 3 STEEL TROWELED FINISH, UJ/ 6•46 WL4xUU1.4 ULF ON 4' GRA 4. LAR FILL. SLOPE 2' TO DOOR PROVIDE TWICKElED EDGE AT DOOR SEE DIV. 3 SHEET A -I 646 !COST ON G136b. f' ASOYE SLAG ON 36'.36' cD' MAT FOOTING ON SOLID SUBSTRATE W/(4, 1 4 BAR EACH QUAY. SEE D!V. 3 SHEET A -I CRAWL SPACE vENT. SEE CALCULATION BELOBU. SEE Div. 1 SHEET A -1 ALL CRIPPLE IA/ALLS ARE 2x6 OR 3x4 • U6• oc. UN.O. 14' MN STUD LENGTH PER USG SEE DIV_ E. SWEET A -I 4x10 BEAM LINE. MN 1' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. b SWEET A -I 4x4 POST (SCAB POST AND BEAM WITW 2x4) ON 90' FELT ON 1-MAT FOOTING UNO. PROVIDE 4x6 POST • BEAM SPLICE I POSITIVE C- - N - ?NECTiO14 FROM POST TO FOOTING. PER DETAIL 164X SEE Div. b SHEET A -I - 6 MIL BLACK POLTETWYLENE GROUND COVER ON GRADE. SEE Div. 1 SWEET A -1 , e . s. 4T FP -101 ELECTRICAL SERVICE: V 1 PROVIDE (1) 2 I/2• SCifDULE 80 PVC • CONDUIT FOR ELECTRICAL SERVICE • 'AND (U 5/8'x8' LONG GALVANIZED ROD _ FOR ELECTRICAL GRO NDINCs. SEE DIv. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, i'IVAC, ETC. AS REQUIRED 18' x24' CRAUL SPACE ACCESS. INSULATE AND IJEATWER STRIP. SEE DIV. 010022 SHEET A -12.2 PRESSURE BLOCKING OF SAME SIZE A8 ADJACENT JOIST. 24'•24'x1' MAT F c7r1 NG ON SOLID SUBSTRATE UU/ (2) 04 BAR EACH WAY OR IT STRIP FOOTING PER DETAIL 16/D1 30••30'X1• MAT FOOTING ON SOLID SUBSTRATE UP 2) 'K BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'•36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) *4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12•oc FP- ( FP -5) FP -16 • (FP -13 FP -14, FP -15 (FI1D ) (FP-11) (FP -20 (FP-2I) FP -23) (FP - 24) t eEE GOYIM 864:ET FOR 4.1. GENERAL PGTEb AND INFO UIPIS 1B4TS 2- SEE TYr1CAL MATERIALS L!ST ON SECTION SST 3- SEE GOvIERSFELyT FOR A NOTES AND REGUIREVIENTS GONCERNNG MECHANICAL. P LSIBING. AND ELECTRICAL 4. MISS DESIGN BY ?-t 4F TRUS6 PLAN 064OUN IS FOR GENERAL. LAYOUT ONLY SEE Div. 6100 SHEET A-I - TRUSS LOADING SEE Di' /. 01004V SWEET A - - TRIM SPAN PER FLOOR PLAINS - IRAS TA'P'E PER ROCA FRAMING PLAN 5. ROOF FRAMING SPACING. 24' oz. UN.O 46 ROOF PITCH- EXTERIOR PER ELEvAT)ON INTERIOR PER SECTION. Z RAFTER TAIL 2x4 VERIFY. 8. ROOF TAIL AND RARE OVER HANG PER ROOF PLAN. S ALL HEADERS ARE 4xI0 DF "2 UN.O. ' PROVIDE I) TRTI ER STUD UP TO 4' -0' SPAN AND (2) TRJt'11 ER STUDS O✓ER 4'-0• UNA SEE DIV. 0110E SHEET A -I EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FROM ABOVE pONT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERING DOWN HANGER PONT LOAD TRANSFERED BY KICKER Imo, - Ia' FLOOR JO18T i , SEE Div. 6 SHEET A-I FF,-s l 4x8 BEAM LINF-, SOLID BLOCKING BETUIEEN JOIST OVER SUPPORT. SEE DIVISION 06100 SWEET A -I PROVIDE SOLID BLOCKING tHRU JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT A6 ABOVE AND BELOW SEE DIv. 6 SHEET A -I MN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS 1• ExTEND PIER MIN 16' BELOW SURROUNDING GRADE 3' DIAMETER STEEL POST POINT LOAD TRANSFERING DOUW W/ LOADING a, HOLP DOILN WITW SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW iwi(�''�txx HORIZONTAL STRAP WITW SIZE DESIGNATION MNDICATES BEAM CALCULATION UWTM INDEXED NUMBER - EXTENT OF SHEAR WALL TYPE OF SWEAR WALL ' SALL ABOVE 1111.11111t WALL QIELOW sang, UNLESS OTIERUI?E NOTED, ENSINEERING AND AT • • � TOTAL SF OF ROME �1V SF TOTAL SF OF b AZING 28044 SF TOTAL F GLAZING F. IS CALCULATED IRS+ 'NE PeamEreNT. SET P'ORN N THE IgAS •GT11Qi STATE ENlR9'r CODE_ RJR TO ADDITIONAL DOC1tIENTATbON TO - 'SUPPORT I"ETwCDOLOGY OF FERBORMANCE COMM_ LANCE ;MAIN FLOOR PL MAIN FLOOR 964 UPPER FLOOR 1155 I•• FAIN- ',MCI AEC TO OUTSIDE -1 A.THROCtlaiLAVellier 90 C?R'< M K -- - 10TCHEN • CFM MN. - GJHOLE HOUSE FAN 10D OtI P'$N. VT06 (p 24 HOUR TRIER TO uh•OLE HOUSE FAN WHOLE HOUSE E G A1JST FAN =INJECTED A 24 HOUR TI - 1C40 CPI MN, VTO in THERMOSTAT • SAID' ABOVE FLOOR 'O WOv SP10KE DETICTOR PER UDC tune BATTERY BACKUP rECHANICAL. PLUP151 Ks. AND ELECTING SYSTEM FOR WITS, . PER DIY, lb* SP' SHEET AI i TURN A. PRDvDE i' D FLESH AIR NTAIE PRom OUTSIDE TO RETURN AR PLD4t'R AT FURNACE WITH MOTORIZED FLOW DAMPERS. PROVIDE fl 1&4. EXPANSION TANK AT wAT@R I SAYER C. STRAP WATER +•EATER TO •FLAMING TOP .•ND BOTTOM PROVIDE PRESSURE RELIEF LINE PL HEED TO OUTSIDE I GENERAL PLAN NOTES i I FLOOR PLAN KEY NOTES I ( P -I ) ( P -2 ) ( P -3 ) ( P -4 ) P - J ( P -1 ) P -8 P -9 ( P -11 ) (P -12) (P -13) ( P -14 ) ( P -15 (P -16) (P -18 ( P -I9 ) ( P -20 ( P -21 ( P -22 ( P - 23 j ( P -24 ) I. SEE C• 5•e ET FOR ALL GENERAL NOTES - C RE4IIIR EI ENTS 2 &ERG AND AR CL AtLITY ATIO N SEE Div r SWEET A -1 3. SEE BUILDINIG ELEVATK*4 FOR WINDOW OPERATION Sa D'.v S SWEET A -I ,4. SEE TYPICAL ►'ATERA LIST ON SECTION SHEET .I6 SEE COYER SWEET FOR LiL NOTES AND REQUIRE!- TS CO - -MINING MECHANICAL NICAL P'LIJ' B NG, AND ELECTRICAL. ,E. WALL LINE ABOVE WALL LINE BELOW 36' GUARDRAIL PER UBC 5052 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSH NG5 '5' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIv. 15 SHEET A -1 PLANT SI•EELF UPPER AND LOUDER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR • OCCUPANCY SEPARATION. APPLY (') LAYER 5/S' T PE 'x' caJUD- TO ALL WALLS AND CEILINGS OF GARAGE SIDE FIbOI FOUNDATION TO SWEATWINrv. WRAP POST 4ND BEAMS. APPLY (2) LAYERS TO TRJ6SE8 AND T.4 FLOOR JOIST" SEE DIV 010025 SHEET A -I 1 3/8' "+IN. SOLID CORE DOOR WITH SELF CLOSER TO DE TIGHT FITTING SEE Div. 010023 '.MEET A -I STAIR ASSEMBLY NOTES PER I. C SECTION VO3 A i- EADROCM MINI b' -s' WIDTH ""III. 3' -0' E,. TREADS UV MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN- 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I Ir?' MIN. TO 2' MAX" CROSS SECTION DIMENSION AND I tr1' MIN. CLEAR FRCP -t WALL, RETURN RAIL ENDS. INSTALL FIRE BLOCKING AT STRlR TOP AND BOTTOM AND ADJACENT WALI (9) COYER USABLE SPACE UNDER STAIR ui/ 518' TYPE 'X' O. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SMALL BE SPACED IV LESS THAN 4' BETIIEEN BALUSTERS. SEE DIV. 01002* SWEET A -I. SAFETY GLAZING PER UBC, SECT'ON 2406 A WINDOWS ILRTHN IS' OF FLOOR a WINDOWS W(Ti;IN A 24' ARC OF DOORS C. M*OC4$ AT TUBS AND SI•+OWERS D. GLAZMI IN DOORS ,E WITHIN STAI RILE 4.$ -. 'F UIITWIN 5' OF TOP OR BOTTO1 OF STAIRS SEE DIv. 0E000 SWEET A- t EGRE98 WINDOW PER USG. SECTION 310.4 SEE ON/ 08600 SHEET A -1 IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE t8' MIN ABOVE TOP OF SLAB. WE DIv. 15 SHEET A -I COYER WALLS ADJACENT TO TUBS AND SHOVERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE BRAN INLET. SEE Div 09250 SWEET A -I <2) LAYERS OF FLOOR SHEATHING: OVER FRAMING. /3' MA)( RISER WITH I0' MIN. RUN F MORE THAN (3) RISERS, HANDRAIL REQUIRED PER USG, SECTION 1006 SHEET A -I 18'x24' CRAW_ SPACE ACCESS. INSULATE AND UJEATIER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS Wi 30' MEAD CLEARANCE. INSULATE AND UE.ATHER STRIP. SEE DIV. 0Rm02J SHEET A -i FLOOR MATERIAL BREAK LINE FIREPLACE ASSEMBLY NOTES. A DIRECT VENT FIREPLACES, INSTALL PER MPG. SPECIFICATIONS, SHALL CONFORE -1 TO UDC REQUIREMENTS. SEE Div. Oi0D2B SHEET A -I D. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UUC REQUIREMENTS. SEE Div. 010028 SHEET A -I C. HEARTH SHALL CONFORM TO UDC REQUIREMENT. SEE Div. 01002.8 AND 9 SHEET A -I D. 5/8' TYPE 'X' GLIB ON HOUSE SIDE OF CHASE CLOSURE TO ROOF 51-EATHI14 . SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 2xb STUDS W/ R -19 INSULATION MN• c,i P\?P Rt('vEQ MAR - 9 2�t1 CO • • SHEET „.„?;,. . A .� $•: • \ / NCl"` „,`,y V1IV r ttif la .. p I 1a9 1441G21 . 001£UTA I PLAN #2119.... xx FOSTERVIEW ESTATES THIS tsFrAwING iS Q l'itt OH1'ED A IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT KapIer Architects, P.S .. 14311 SE 16th ST, Bellevue, Washington 98007 ti (425) 641 -5320 * Fax (425) 641 -5818 TiTIE JOB NQ : $000,21 i SHEET ' ,A 1' '' 9909021 PPER LOOR/LOWER OF FRAMING PL kaki V4'.1 • , • r ' fit •r .I'< rV� ALL FLOOR JOIST ARE: II -1/S' TJI PRO SC* AT ' 92• vER1FY LI/ r LAYOUT SEE D v. 06100 START FRAMNG i -ERE I GENERAL FRAMINfi NOTES t SEE COVER SNEET FOR ALL GENERAL NOTES - C RIEZJINSEINTS 2. SEE TYPICAL MA*ERA-S LIST at SECTION SHEET eEE COveRIN EE* FOR ALL NOTES AND RECUIRE ENTS cONCEIISANG IlEs...a•14NCAL, feL,.2•15ING , AND ELECTRICAL 4. TRUSS ::e$4 B "LAMP TIRJS6 PLAN OW 004 ;6 FOR GENERAL LAYOUT ONLY SEE Div 4000 S•EFT - TICS LOADING SEE DIv. 0tOCCIA SEE' A -I - TIluSe SPAN PER FLOOR PLANS - TRUSS TYPE: PER ROOF FRAMING PLAN S ROOF FRAMING S.ACNG 24' oc. JNA h. ROOF PITCH- EXTERIOR PER ELEvA! 4 INTERIOR PER SECTION: 1. RAFTER `AIL 2x4. VERIFY_ S RG'OF TAIL Arc RAKE OVERwANG PER ROOF PLAN y. ALL HEADERS ARE 4.0 DF 4 W40 PRO ADE 'I) TRP 111ER STUD JP TO 4 -0' SPAN AND (2) TO -T-ER STUDS OvER 4' -0' UNO_ SEE D' v. 06100 SWEET A -I . I FRAMING PLAN KEYNOTES C F -I I F -2 El F -3 f F -4 j ( F -S F -6 F -1 F -S F -9 l F -I0) F -II F-12 ) BACK FRAM* AND SOFFIT AREA AS REQUIRED TO ALLOW FOR 1.4VAC DUCTING. SEE DIV.I!s SWEET A -I RAKED PONY WALL. ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING METIDERS. AL 6N EDGE OF -JOIST WITH FACE OF IUALL ALIGN INSIDE FACE OF BEAM WTW-I OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EvEN W/ BOTTOM OF JOIST MID TOP OF BEAM EXTEI�S UP ABOVE JOISTS TOP OF BEAM IS FLUSH W BOTTOM OF JOIST WIT I-1 NO TOP PLATE_ GUT ADJACENT FRAMING MEMBERS NTO BEAM FOR ADE3JATE ATTIC °5 SUPRT PACE PO VENT SEE CALCULATION SEE Div. ®1002 SWEET A -I FLOOR JOIST - SEE SC4IEDULE DWG. SEE Div. 06100 SWEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SI-EET A -I FLUSH - BOTTOM OF BEAM EVEN UJ/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS 2X6 OvERFR MIND • 24' OG 2X6 CEILING JOISTS • 24' OC .b. F -13 TOP OF BEAM S' BELOW TOP OF JOIST TO ALLOW FOR I.4vAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS SYMBOLS & LEGEND 0 • POINT LOAD FROM ABOVE POINT LOAD PROM ABOVE IW LOADING POINT LOAD TRANSFERMKs DOWN PONT LOAD TRANSFERNG DOW LW LOADING HANGER PONT LOAD TRANSPIRED BY KICKER dgr HOLD DOW WITH SITE DESIG ATIGN VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW BTxx HORIZONTAL STRAP IUITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER #°,,i E OF SHEAR WALL TYPE OF SHEAR WALL : - 1 WALL ABOVE Warilia WALL !BELOW NOEL UNLESS, OTHERWISE NOTED, ENGINEERINS AND CALCULATION, ARO NOT PROYIRED IN N En PRAWII . M. Bath CARPET 5' - 3 112' 3' -3111' 4 '4 Abp.. •.. KI PAN- DIRECT . T TO WEAVE -DA SD CR1 MIN - KrTa4EN co +1 PI *4 - 0.60LE wOUSE FAN IVO ?PI MIN vTOO ® WNOLIE .# ME E NALJeT PAN c i.ecv A 24 W:O1R TIMM - CFm h*i. '/TO • IMPIEIOSTAT • 50' ABOVE FLOOR ® Rev SMOKE DETECTOR PER uec 41014 BATTERY BACKUP NTERCOONECTEO I.) 24 W+OtR TIER TC WHOLE HOUSE FAN .PIECNANICAL. PL /EIBI G, AIND ELECTRICAL ,TbT@t Fro* U1VtTb PER ay. sir e©E fterr iIu RIM A PIIKTADE b' DiArETER FREONI AIR WAKE FIIIOm OTTS®E TO RETURN AIR ULEl4t1 AT NURNACE WITH. *IOTORZED FLOW GAMIERb. d• PiOvVE T>rERIIAL EXPANSION TANK. AT WATER NEATER C. STRAP %LATER -EATER TO FILMING TOP App BOTTOM. D. PROVIDE PRESSURE RELIEF LINE PL/T'ME-D TO OUTSIDE I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES • OCCUPANCY SEPARATION: APPLY (I) LAYER 5 /S• TYPE 'X' G1LUS. TO ALL WALLS AND CEILINGS OF GARAGE SIDE F1R01'1 FOUNDATION TO SHEATHING. WRAP POST AND CEJ b. APPLY t 2 LAYERS TO Trd1$6E5 AND TJI FLOOR JOIST, SEE OIv. 010025 SWEET A -1 1 345' *'Idyl. SOLID CORD DOOR uiT.4 SELF CLOSER. P -2 J TO BE TIGHT FITTING SEE DIY. 01002'3 SHEET A-1 l P -1 1 t P -3 ( P -4 ( P -5) P -5 I P -9 ( P -1I ) ( P-12 P -I3 t P-14 ( P -15) I P -16 1 P -11 (P -18) I P -I9 { P - 20 L C P -22 P -23 L AND OR ALL GENERAL Hone 3- ENERGY AND AIR QUAILITY INFORMATION S D; v n SWEET A -I a. SEE BUILDING ELEVATION FOR ale4Dau OFERATION SEE C! v 8 SWEET A -. 4. SEE TYPICAL •ATERJALO LIST ON SECTION f SSE COVER SWEET FOR ALL 1.40 AND REOUREMENTS CONCERNING 1'ECWi11JCAL PLitIBING, AND ELEGTRCCAL. STAIR ASEEI'1dL`r NOTES: PER UDC SECTION 1003 - ,A HEADR001'1 MIN b' -8', WIDTH MIN 3'-0'. B. TREADS 10' DEPTH, RISERS 8' MAX. HT. I4ANDRAIL MIN. 34' TO MAX W A130VE • TREAD NOSING. HANDRAIL 1 1/" MIN. TO 2' MAX. CROSS SECTION D11"ENSION AND 1 V2' MOH_ CLEAR FROP1 WALL, RETUIR1.4 RAIL ENDS. - D. INSTALL FIRE HLOCKNG AT STRINGERS TOP AND 50770M AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR W/ 3/S' TYPE 'X' GAM. (2) LAYERS • C.EILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS SEE Div. Di002fi SHEET A -1 SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS I MTW4IN 18' CF FLOOR B. WINDOli WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND S - cu.ERS D. GLAZING IN DOORS E. WITHIN STAIRJELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 00800 SWEET A -1 EGRESS WINDOW PER UDC, SECTION 310.4 SEE DIV. 0E600 SHEET A -1 K>nITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE IS' NIN, ABOVE TOP OF SLAB. SEE DN. 5 SWEET A -1 . COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DIV. 09250 SWEET A-I (2) LAYS OF FLOOR SHEATHING OVER FRAMING. MAX. RISER LOTH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002J SHEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER 1•VG. SPECIFICATIONS, SHALL CONFORM TO UBC RIEQUIREI SEE DIv. 010028 SHEET A -I ' ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 01002.6 SHEET A -I IG. HEARTH SMALL CO•FOR l TO USG REQUIREMENT. SEE Div. 01002. AND 9 54-EET A -1 D. 5/8' TYPE 'X' G111E3 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 USG 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. 13 SHEET A -I PL SHELF UPPER AND LOVER LINEN CABINETS SOFFIT AREA . . .INTEGRATED MAKE UP AIR ( 10 -24 2x6 STUDS W/ R -19 INSULATION MIN. f' •'PERMIT CENTER . 1 / R�ryD�/� * \II I i O TU Apr. 1y` Nf1 J08 Na : 99090.21 • SHEET A5 JJ Ik � . 99090.21 G� - • It •� 7$ • R BLEVpTI i -t 'YPICAL BUILDING MATERIALS I IliilltI illiIi1IUFIIlitilill! filly 111111111111111111121NIN011111111111111111 IIu$lt1IIIIfE111111$1/1H11111111 II1tIIIiUI1IN111fii111i$i1U IM1111llNii111/11111N1i1Ni1i!! N ,. til11/�i i i�, ma= %iN.a�s�sisliNN 1 ���llNti 11 IIINNIMINNHI111111111111111N1111011,61111111811111111.11111 I11iN11/IiNlilil mmusinumunur ‘1,11 urni in 2x. TRl1 �� UI LDING SECTION A•A ,! .;4. riftLfi n `v . ..4, , Sir 2x3 STOOL $TOOeOARD (MN ib v bail*' 094TEL5 • u' oc T. PLATE IMI_. HOT. 2x4. 2x3 CORNER BOARDes, TYP. 6' mom. S * gi UPPER FLOOR r a., • AP pRpVED tipa 29 . TITLE J043 NQ : 9009021 0 SHEET :. „:,.., . fit• sr x • FOUNDA 3/4 % vlIPT. J-15At • V oc . (DIv. 3 SHIEST A - li ' -•a' 7 4110111• ilbIia'�•�• ∎Vail•!• 1 , / t tnni�n weft AT OWN SPLICES WE 2•4 O C� B EAC1f !O! ME FOMpAtu4 DETALis), • CRIPPLE WALL o FOUNDATiON CRIPPLE NALL (DIN. 6 SHEET 4 :4 . r OAJT. SCPPT VENT U2' MAN M. D • E01FTT TREATED MD SILL IEEE FOIIDATi *I DETAILS CRIPPLE WALL o FOUNDATION 3/4•40 O01004390047_ Td TYP. EXiVIOR NALL cON6TRJGTIGN PER KM (DIN. 6 seer A-1) M. Moat FRAMING PER PLAN (DIN. b /WET A-U SOLID MCC:KM's Met SUPPORTS L OT ATE Mr JOIE • RRiNG DETAIL 3/4W-Cr FOUNDATION DETAIL 4 FOUNDATION DETAIL 3/4'4� 3 it 15O FOIDATION DETAILS TYPNGAL E(TERPOR WALL COiNSTRUCTiON PER PLAN (DN. 6 SW A-I) I. AR BPAGF BLOCKING OR JOIST • WALL RIM BOARD COT. FLAMM WNEB MOLES • 4'-d OL. TREATED MD SILL (DIV. b 64E0 A -I) 810 PONDATION DETAILS V MN- wY •/ GRADE CONTOURS TYP EM 1012 WALL ET A-I) IGT ION PER tRt)�►w1(DIN b OHr�T A-I) 4' CONC. SLAB OVER 4' QRAvIL BED (DN. 3 SHEET A -I) TREATED MOD SILL (Div 6 SHEET MU ti11104116 n 11i11111011110/110•11 ING/FOUNDATION CONNECTION 1 i/2' CLEAR FOUNDATION DETAIL 3/4"zf-0r • { F:• .•. rm Y n .Ya. , L h `ga T(► (DPY. S O4QT A - U SSwoR RARRIO BEAU (DIN. • OW A-I) l .• w Ali • 4'I OiC (ow 3 MR A-V OLIO ON Owl* PER PLAiT (DIN. 3 APE► A - VAPOR SAPPIER MIT. SPREAD PM PER I•L N (DN. 3 SHEET A-I) • w -� (2).14 BAR CONT. (DN. 3 SHFET A-I) FOUNDATION/FRAMING CONNECTION FOUNDATION DETAIL 3/4-4-0r 3/4'4-0' ! T DOOR OD PRATE (Div. 0 $41ST A -I) DOOR THRESHOLD FLASHING AS REED. (Div 1 MEET A-I) NER ESTRAL FLA94406 4• CPC. $LAOOvER4'GRAM. IND (Div. 4 SHEET A -U 2x2 'MAW TiESHOLD TRIt TOM JOIST - TREATED MD Sit (DN. 6 SHEET A -U M ART. RE -BAR FROM STEM WALL SWISEED INTO SLAB M. FLOOR FRAMM PER PLAN. (Div. 6 SHEET A -I) EXT. DOOR THRESHOLD DETAIL 3/04-0' TA FILL IRD1M TREATED MD SILL HANGER PER MFG TTP. FLOOR FRAMNS PER PLAN (DIV .6 SHEET A -U ER. DOOR AND FRAME (DIV. 8 SHEET A - I) DOOR THRESHOLD PLASHING AS READ. (Div. 1 SHEET A-I) NERvESTRAL FLASIiIYs 4' CO C. SLAB OVER 4' GRAVEL BED (Div. 4 SHEET A - i) TREATED MID SILL (DM 6 SHEEi A -I) r ANtSPACE T1^P. V AIM RE -DAR FROM STEM WALL $11113DED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4W-0" 00100- 09900.06_T.0 M. FLOOR FRAMING PER PLAN (DIV. 6 SHEET A-I) TIP. EXTERIOR WALL CONSTRICTION RR PLAN (DN. 6 SHEET A-I) 'TREATED PID SQL SEE FO}DATiQN DETAILS. }HOST AM BEAM PER PLAN CANTILEVERED RETAINING WALL 3/4 08300000OO -22 FRAMING PARALLE TO STEM VALL PhiSH GRADE ',TOP OF DOtEl PER PLAN TOP CF SLID I -V2 Pik ,1 FRAMING PERPENDICULAR TO STEM WALL 4/T•40' AD of :tenets 6.2 STEEL PLATE WASIG% • 4'-O' OL. (DIN 3 54IE7 A-V E)GEPT AS MOIED p4 MENISALL SCiEDLL.E '1' mot EmBED •4 HOWL ELK id ot. r-6• COMER O119 __ :ON 3 SHEET A-t ✓ ART. BAR SAFE A6 STUB ME. VACS& (DN. 3 SHEET A-I) T1WfLlE DAM PECOFNG (Dl'.1 SET A-I) ▪ STLS STEEL RtOM Fr • *' OC. (plv. 3 SHE' A -I) 4' PEEF FTYa ORAN 16490132 IM 24' CARAVEL BED (Div 2 84Er A-I) SOLID SieSTR4TE (2) 44 BAR :ONT. (DIN. 3 SHEET A-I) GOhMON MEMBER RIM BOARD F DETAIL. 7 1 ) 20 0 0 Pm '° TREATED KID SILL 011300-00000.01 WNW* AD. W/ 27Q'X3(I6' S,G' STEEL PLATE USERS • 4'-d OL (DIN. 3 ewer A-I) E(CEpT 46 NOTED ON S EARUALL SG -EDILE 1' MN. E2'EED. � - (2) 44 DAR • TOP V ART. BAR • 2• oc (DIN. 3 S•ts=i A-ll IR••x10' AD. WI 2')Q)O/11' SII STEEL PLATE WASHERS • 4'-0' O.C. (DM 3 SHEET A - i) EXCEPT AS NOTED ON MEARYALL soimu - T MN. &TIED. 'M Z -BARS • 24' oc 31 boo OUT MO sole r ✓ vERT BAR • ID' oc (DIv. 3 SHEET A -U '4 HORL BAR • Id oc (DIN. 3 SHEET A -U S vERT. J -BAR • S' oc (DM 3 SHEET A-I) 44 NOM BAR • W oc I'-6' OVERLAP MN) (DIV. 3 SHEET A -I) '4 BAR • 12'ocL.2 . -b' (Div. 3 SHIT A -t) TK�wTLINE (4) *4 BAR COAT. (Div. 3 SHEET A-I) PER PLAN (ON. 6 SHEET A -I) LOCATE SHEATHING JOINT • SOLID SUBSTRATE 4' FEET. FM DRAIN WALTER N 24' GRAVEL BED. (DIN. 2 SHEET A -I) • 1 03-900 -00000-28 1 TYP EXTEFPOR WALL CONSTRICTION PER PLAN (DIV 6 SHEET A -I) LOCATE SHEATHING JOINT • Tl'P FLOOR FRAMW3 PER PLAN. (DIV 6 SHEET A -I) `)1 t1d TREATED MX SILL 1 \ ` P `` !� !!E FOUNDATION DETAUS) :2 Z S ZC3� TTT•. O(TEROR WALL COHATTILCTiOK .YV , L - U COMMON MEMBER SOLID BLOCKING • RJ<"1 JOIST • EXT. WALL POINT LOAD BEARIi 3 PER PLAN RECEIVED CITY OF TUKWILA • OE! FOMDAIIQN DETAL(S) rm. ROOK FRAMING PER RI1PENTER (DIN 6 SHEET A -I) TA 1 Tr ;n'\ ir 1 , k ` 1�. 1 NOTE THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS, NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFK, PROJECT, COORDINATE BUBBLES ON PLANS THIS DRAWING IS © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOB NO. SHEET D2 • 740 r FRAME OVER WALL DETAIL 3✓4"af -o' 4 NZ I I I I II II i t ll �CIE CI,OA1 P*l V-8 K /' ',1 D1W M 3'- PER l = & fM1�R11l r MAX MOVE MIK """"' Lem•• I iR t 4 TiO 2' MAX. Ci10 I I VJ' MK CLEA MAIL !N)6 PER let SEC IVER S STAIR SECTIO D SING - EkIC i' AeOrE DAM NOL 01! Q ABO?IE ROW SAL mr.IL ICAO C MOSCnOs r Mk Ql! FOR v m+G 2J1 01.0006 fifM (3) 2 VT • iau OM !GRIN ELEvAT10i ENVIED TKO TAL I "VP. GLITTER FAGQA Peg ELEVATION (TM EXTEMOR WAU CRITIJGTIM) RAN** ■ DTV. I !1$T AU DEL OR GIRDER TIEI66 (PER PLAN) (Tr*, ROOF OONSTRicnok FRA III PEI! PLAN II • 46' OL. AT OUTSIDE FACE OF WALL r rat CIA FIOI! ANTELATIC N BLOCKED BEAM PER PLAN ft TER PER PLAN 2x BLOCKING 2* CURB TIP. GAD. • MEG ROC, FRAM S' PER PLAN 0e100-07110016 ACYLYSWT, S12E PER PLAN. PIVIADE R.AMIJG AS RECO TT LADED BY MFG. 2x4 • ROOF AND FRAMING MEMBERS R6 TYP. SKYLIGHT FLARE WELL DETAIL 3/4"4-0 WALL STUDS SE'C'OND DOI. IT, BLOCK I I PLAN A6 NEEDED } - F --- SEE PLAN FOR TIP. RISE , RUN DIMIN OMS 3/4' PLr01OOD MEW I IA' MAWBOAIn TREAD UM EASED WONG TYPE 'x' 4A8. AS IEQJIRIID SE'! NOM EiE.OW 2x lacKER PLAAL �. weTµA�,, F ME OLOCKJIIIi • e Q� tN7P t2>•I , AaWecarr Wu1l L u i 0 r � 12LAR STAN 9113• NTM t6 . 4' � APART MEIG PE4e l!C S l b 3 2x b1RWE S TYr. UNO. CB4TER $TRI ?KiER ITV 2 • 2x4 PANS BACK Tr.. ML AMU 8TRWER6 W/ (2) Mid TO WALL MUDS • EAVE DETAIL 3/4•=f -O' GABLE END DETAIL 3/4•=1-O' TYPICAL, ROOF G01N6TR CTICN TYPICAL FLOOR CONSTRICTION IA•48' OUTSIDE FACE OF WALL MO ON SEAR WALL sc+aEDLLE 23c BLOCKI43 WM (3) T • MOLES W 4 SCREEN A35 EXPOSED RAFTER TM. FOR TRIM Tyr. GUTTER PER PLAN ir FASCIA PER ELEVATION TT?. EXTERIOR WALL CONSTRJCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL TNRU SKIP !WANING UN 16d • OG. TIP 2x4 OUTRIGGERS • 4' OL, Ipri4 2X2 BETWEEN TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRUCTION TRIM PER ELEYATION6 DAME TYP. SEE ELEVATIGT4 2X4 BACKER FOR BARGE - NAIL TNtJ SWATHING WTN 16d • O.C. rrs. 2x4 OJTRIGGER! • 4' oc NNTN 2x2 SEIIIEEN FOR TRIM DL.00K G AT CEILNG LSE J 2x4 LEDGER • NT. f*LNG LNF 4 (TP E(TSRNOR WW1 CONSTRICTION) BALLOON PRAT? GABLE fl 00104-07900.12 � 3/4"=T -0' EAVE DETAIL EAVE DETAIL TYPICAL ROOF CONSTRUCTION 2' Mt CLR FOR vENTING NI. 48' OUTSIDE FACE OF WALL 1140 ON SEAR WALL 6GNEDtLE 2x BLOCKS WIN (3) 2' • MOLES WIT14 ScREET4 2X8 BLC KS G TYP EXPOSED RAFTER TAIL -6 MOO-07800-02 1 00100-07800-08 TYP. GUTTER FASCIA PER ELEVATION PP. EXTERIOR WALL CONSTRUCTION RECEIVED CITY OF TUKWILA 3 2 8 '4.1i :r PERMIT CENTER 1 t 4 :• :: :' Kappler Architect P .S. 1 r ., 14311 SE 16th ST. !' �' A >. = x Bellevue, Washington'` 5 7 , . ,.4�. F' , (425) 641 -5320 * Fax (425) 641 -5318 STANDARD DETAIL SHEET NOTE: THIS IS A STANDARD DETAILS SHEET PREPAIRED FOR SINGLE FAMILY HOUSEJNG TYPE V NONRATED CONSTRUCTION, THESE DETAILS HAVE BEEN PREPARED TO COVER NE CONSTRUCTION CONDMONS. NOT ALL DETAILS ON THIS SHEET WITH OETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS, ', ; THIS DRAWING IS CO COPYRIGHTED AND IS THE D(CLUSIVE 'PROPERTY OF THE ARCHITECT ' Date By Desatation - ts.clart;\ _ , vAriott StR ii ' , w AtiaNcrog -- • h.' ors : 7.7r: 8 • :1 �'1'.. Kappler Architects, P.S. t 14311 SE 16th ST.. Bellevue, Washington { 98007 . (425) 641 -5320 * Fax (425) 641 -5318 a 14 JOB NO, :, i UPPER WALL JO LOWER ROOF CONNECTION • • NDARDSHEAR >DETAILS :& SCHEDULE TA BLOCKING BEAM PIE! PLAN - 4 HOI,DOWN STRAP AT CRAWL SPACE 3/4"4 -0r _ OO TrF. 1114LL CQETRUCTIai IIT.1 WALL 9iEATI4116 PER SCHEME M 3/4"4-0. 2x4 FLAT BLOCKING NM. STRAPS/ 8d C0111014 • 8' o . SPIP5ON COO STRAP - x18' LONG, LAP 4' ONTO MALL OR BE NI AND NAIL WM4 8d COt•T1014 • 4' oc DRAG STRUT CONNECTION 4'-0' NTS INTERIOR SHEARWALL TO ROOF COND. 3/4W-Cr . 1 � 1 l l OVERI.1•* Cs PER PLAN s -1 NOTE: WE OM ON ROOF (2)16d d NAIL • 4• ac • EA GUTRI IGGER 8d NAIL • 6' o.c. TO TOP CHORD 1 BL.00ICNG 2x BARGE I Ix3 TRf'1 2x4 BACKER FOR BADE. NAIL THROUGH SKIP SHEATHING WTN Wd 2X4 OUTRIGGERS •4' OC. IIItH JOIST HANGER • TRUSS GABLE END TRUSS A3b CLIP PER SHEARWALL SCHEDULE TYPICAL ROOF CONSTRICTION TYP- EXTERIOR WALL CONSTRICTION WITH WALL SHEATHING PER SCHEDULE PLYWOOD ROOF CONDITION 3/4' =f-ar (2) Wi d 8 d NAL • 4' oc. • EA OUTRIGGER 8 d NM. • 6' ac. TO TOP PLATES 4 BLOOCIN G 2X4 OUTRIGGERS • 4' O.C. VJTN JOIST HAMER • TRUSS rypIcAt ROC" CQ46TRLCTION TIP. E)(TEROR YIAII CONSTRETION IL WALT. WEANING PER SCHEDULE 170oo- oeloo -1B .0'00040100 -* 3/4 -or 3 /4 "=f-O . r SHEAR WALL 0 EAVE M /2,1/41/D6 AT EAC81 "TRAP 60rO' !* %ALM PER S+EARSALi SJaMDILE STRAP PER r„w a SEAR > 8O41ALE PLYWOOD ROOF CONDITION 144' TrEl1301111AND L L 101 BOARD PANEL EDGE H FELD N►LNG PER 6G3413XLE TTP EXMOOR MLA. ODISIRIGTICN IS NAL_ SNEATHNG PER SCHEDULE TYP. TJI FLOOR TR�Tip4 HOLDOWN STRAP o FLOORS TYPICAL ROOF CONSTRUCTION MS TIE •EATRIS6 L.830 • 48' oc 6d•6' BLOCKING PER ARCH. DETAILS A3b CLIP PER 61EA1l1 LL SCHEDULE NOTE: ALL 111:010 IAt1ON fl 91 Et IS 1 WDT NECES6ARILT TED INTO l eRwEct. cooRDIN4TE uNTw FtiiW6. 4070-00170-20 TYP. EXTERIOR WALL CONDTRIJCTION MTH LOLL SAT' PER SciEDILE RECEIVED CITY OF TUKWILA FEU d : 2t'i� 7J { ,i FERMI CENTER 4 SHEET TA JOIST OETM..8 , ,, " I x° - o .. b' . J - ,4,11%., • STANDARD DETAIL SHEET