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Home My WebLink AboutPermit D2000-061 - FOSTERVIEW ESTATES - BASE PLAN 1568AFOSTERVIEW ESTATES PLAN 1568A D2000 -061 IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN For Office Use Only: City's Basic Plan No.: 17100 -- 00 Basic Plan No.: 1.O A Architect: Address: Phone Number: ( Page 1 of 2 City of Tukwila Department of Community Development Steve Lancaster, Director FOSTERVIEW ESTATES R. -FITS (4-3(■ 51 ((Pf` Fr: ft,t.p.00E T ) ' Contractor: � Ve v 3 13 1( J l v J 5C ( f Address: ?D 'i), I 0' l/I ()ii.ovvilg1 WA c f8M1 Phone Number: (/10t7) 5(.06 7 I 07 WA State Contractor License Number: Expiration Date: 12-1k)-CD pb ls t ( .l&f -l) . '/ -� bp Basic l an Information: Number of Floors: l/ Basement: Yes No 2( Square Footage: First Floor: Second Floor: 85 Valuation: $ 11 44, 110 14 Basement: !v k Garage: j c;c: Deck: Covered: Uncovered: `P"I Steven M. Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z rx JU 00 c w CO 0 N d H w Z Z O F- . ui U 0 � 0 H wW 2 ►- ? IL - o w z 0 ~ z GUIDELINES FOR S „OLE FAMILY BUILDING PERMIT BASAL; PLAN FOSTERVIEW ESTATES Basic Plan Submittal Information: 1. 2 complete sets of construction drawings to include the following: • floor plan • roof plan • building elevations (all views) • building height • building cross section • structural framing plans and details necessary to completely describe construction • Washington State Energy Code data and prescriptive heating system sizing. • Washington State Indoor Air Quality Code information. Conditions of Basic Plan Submittal vs Site Specific Plans: 1. Basic plan review fee shall be in accordance with Table 1 -A of the Uniform'Building Code adopted by the City of Tukwila. Site specific plan review fee is $400.00 plus any fees associated with the addition of decks, basements, etc. added to the plans at the time of site specific submittal. If it is determined that the site specific plans need to be reviewed by the City's structural consultant, the applicant agrees to pay the fees assessed for this review prior to permit issuance. 2. Architect of record agrees to submit site specific plans consistent with the basic plan submitted for review. If the site specific plan is revised, the revisions must be clouded and appropriately identified in the revision block. The Building Official has the authority to require a full plan review fee for a site specific plan if there are significant revisions to the basic plan. 3. The approved basic plan is valid until any amendments have been made to the State Building Code as adopted by the City of Tukwila or no longer than 2 years from the date of this agreement. Site Specific Plan Submittal Information: 1. Single Family Residential Permit Application; 1 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. Deve Page 2 of 2 sr r to the back of each application for a detailed list of submittal requirements. Date !try ni fF^ r.' ltY. iJPVTT! r4�' 4l Hrstrt.` SW?! 1T.^. r.(... rt: r�-.++' M�1+ rxr+. ��nri: n± 9�w'! t- 41n�!: rTOtrrn'. rFLl �n• ^F'�r�l�M.i!�SLht ^hCy'7{S+ N{'X.kt5.5N%+a9Rls z w J U. 00 CO 0 w= CO Li. ui 2 g Q = I- al z � F- O Z ~ ui o . U O - . 01- W uj I O Lii CO O 1- z ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF. TUKWILA, WA 2100— 0 (p ` TRANSMIT * * * * * * * * * * * * * * * * * * * * * * * ** * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800241 Amount: 809.74 02/2.5/00 17:03 Payment Method: CHECK Notation: KAPPLER ARCHITEC Init: BLH Permit No: D2000 -061 Type: DEVPERM DEVELOPMENT PERMIT Site Address: 13400 42 AV S Total Fees: 2,059.99 This Payment 809.74 Total ALL Pmts: 809.74 Balance: 1,250.25 ********************************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 809.74 1949 02/29 9717 TOTAL 5695.64 <-7 iA':4.::.a�'::`.r:'i; s:::eft'.9': %Y��'n4i.iF�d zi8rk 4,4:<94.retii*, :ii. lie.o' • kra 'L .1#.:'.aWil:PardAi'4 `:tbfAk .r k 44§ r 2 Z W re �U 0 Co 0 J =' u WO g J, u. w I— O Z ►-. iu C . off I U O . Lt Z co 0 Z 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99082 \ \9908221.WS Homeowner: Site: PLAN 1568A Builder: Component Component The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Floor Glazing @150 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Floor Glazing @13% Doors AG Wall Ceiling Infiltration Description REFERENCE 345 8.11 R30 vented Joist 16oc 2g1 Wood /Vinyl <1/2 ", Clr +Ar Wood 1 3/8 ", solid flush R13 STD Lap Wood R38 blown Attic STD baffled Standard Air Sealing Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1568 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 339 Btu /hr -F 8.15 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 344.8 Value U -0.029 U -0.600 U -0.390 U -0.082 U -0.031 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 HOUSE ID: 99082.21 Area = UA 853 35.0 235.2 152.9 38.0 14.8 1798 111.5 853 30.7 12676ft3( 81.2) X Area = UA 853 24.7 206.0 123.6 38.0 14.8 1827 149.8 853 26.4 12676ft3 ( 81.2) Proposed UA 339.4 Ri z 6 0 0 N 0; tn W =: J � WO g J. a. u D. _ Z i- O Z ,- D p. O t • 0 I- w W' � L O ' W W F- I 0 h- z 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99082 \ \9908221.WS HOUSE ID: 99082.21 Struc Mass Light Frame, Sheetrock walls M- 3.000 1568 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size (%Over) : Annual Cool Requirement: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION PROPOSED South 52.0ft2 Southeast : East 51.0 Northeast : Eff S Glz: 4.2% PROPOSED Gas Furnace DEFAULT 78 60 % a Location Avg Rvalue Vented crawlspace Attic or garage 0.60 21671 Btu /hr 5172 Btu /hr(24 %) 26843 Btu /hr 40500 Btu /hr (150 %) 63 MBtu $ 354 Integrated Spot & Whole House 0.0 (Ducted) Btu /hr tons(@125 %) kWh /yr Partially Shaded R- 8.0 R- 8.0 Surface Area 313.6 ft2 62.7 ft2 PROPOSED North 52.0ft2 Northwest : West 51.0 Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather _conditions, occupant lifestyle and other factors. Page 2 02/25/80 4704 c.)0 u)c) W =• w w O: g Q i Da I- O. Z w D: U O N � I- 2 V; u_ O uJ z =: P. z WINDOW TOTALS ROOM NAME I WIDTH (IN FEET) I HEIGHT (IN FEET) AREA ON SQUARE FEED I QUANTITY I (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) M IN FLOOR LIVING 6.00 4.50 27.00 1.00 27.00 LIVING 1.00 5.00 5.00 1.00 5.00 STAIRWAY 3.00 _ 3.00_ 4.50 9.00 1.00 9.00 FAMILY 7.00 31.50 1.00 31.50 NOOK 5.00 6.83 34.15 1.00 34.15 KITCHEN 4.00 3.92 15.68 1.00 15.68 TOTAL MAIN 122.33 UPPER FLOOR M. BEDROOM 5.00 4.00 20.00 1.00 20.00 M. BEDROOM 3.00 5.00 15.00 1.00 15.00 M.BATH 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 TOTAL UPPER 83.00 SUMMARY TOTAL GLAZING SQ. FT. 205.33 TOTAL HOUSE SQ. Fr. 1,568.00 Glazing % 13.1% 1UB NAME: JOB NUMBER Copyright 1994 pier Associatf." Architects 99082.21 DUJARDIN DEVELOPMENT CO. DATE: BY: 2/20/00 MJM , a;v‘ ItatiAme 6apdviva • 2/25/00 GLAZ155A.xls pen. ..;g 0_____=2111eznI11111110 z Z W CC 2. .0 CO U. ui 0, -U2 a W Z I- 0 Z la D • 0 cu-• I( I- • L 0 w Z . 0 Kappler Architects P.S. VERSION 07.0 INCLUDES 7 STORY Sob No. 99082 -21 Date 2/23/00 SPM Lateral Analysis for: Dujardin Plan #1568a 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 X853 .; 450 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 (1/2 Main Floor +1 /2 Lower Floor) OTHER (Roof + 1/2 Floor) KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB)_Plan #1568a_1997 -9 Lateral analysis worksheetl.xls Long Wall 80 0:36 32 :. 15 .10:: 11.7: • 9:0 • 0.0: NOT VALID 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 2/25/00 PAGE 1 RR/ R{ M( �TfYilv�.^ avr +.b[�MYI�+•lbR1fMJM1'�.n!e.w•i .w.+...vr........• -- ._� .. `= WALL HEIGHT Ce Cq qs Iw 126 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 16.20 189 14.28 129 13.22 126 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max= ri /story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = qs = Iw = VALUE USED Ce = Cq = qs = Iw = r max = -5.20 I 0.62 1.30 16.40 1 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) ri= therefore use r i story shear 843 9304 DESIGN CRITERIA FOR WIND ANALYSIS Method Factor Wind Stagnation Pressure Importance Factor 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 940 31 8431 0.09 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 11.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 9.5 #NIA 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 21_(ExpB) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT # FT # FT 2/24/00 PAGE 2 Z 1 W, U O co w J am, W O. I L :O 1- 1U HU 11- -O Z 11 co U- O Z (P) Roof (Upper walls) 12 853 SF 10236 ADDITIONAL LOAD 0 853 SF 0 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 Roof (Upper walls) 23676 27 639252 639252 0.5152 4794 Upper Floor (Main walls) 24165 18 434970 1074222 0.3506 3262 Main Floor (Lower walls) 18495 9 1664 1240677 0.1342 1248 (P) Upper Floor (Main walls) 15 715 SF 10725 S / S EX. WALLS 10 64 8 5120 F / B EX. WALLS 10 56 8 4480 INTER. WALLS 8 60 8 3840 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 24165 (P) Main Floor (Lower walls) 15 450 SF 3375 S / S EX. WALLS 10 64 9 5760 F / B EX. WALLS 10 56 9 5040 INTER. WALLS 8 60 9 4320 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 18495 #NIA 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.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING OADING DEAD LOADS OF WEIGHT ON UPPER SHEARWALLS BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= 0.3 5.5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL ISHORT WAL WEIGHT TOTAL WEIGHT W= 23676 # 663361 BASE SHEAR: Vb= 0.1964 66336 13026 WORKING STRESS WOOD DESIGN 1.4 1 9304 (# Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi TOTAL FLOOR BE �EVU = 13474 WA "'17 425-641-5320 99082- 212ExpB)_Plan #1558a 1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Not included in total Wihi / sum Vi 9304 2/24/00 PAGE 3 2 W re 2 6 —I C.) U J = H U) LL WO • Q = • a I— m in Z� I— O Z I— W U �. O � 0 I— T W T . ) u- O .Z W O I— Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM 17193649.37 614058.906 2 -2X4 10.5iz; „: `;;58481 "80! ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 ` .'w 37215.69; 16d 08 1.33 143.64 # /NAIL 4274.99 NAILS CHECK TOP CHORD SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8” DIA. AB SEISMIC FORCE 137 108 87 0 M= T =C= # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 189 # FT @ 318 # FT @ 443 # FT 2879.526i #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING ` 2.63; FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3:78! FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB)_Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 669415.392 9304 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 137 108 87 0 189 129 126 0 # FT # FT # FT # FT # FT # FT # FT # FT 2/24/00 PAGE 4 V W h Wh F Roof (Upper walls) 9304 23676 11.667 276227.892 3839 Upper Floor (Main walls) 9304 24165 9 217485 3023 Main Floor (Lower walls) 9304 18495 9.5 175703 2442 #NIA 9304 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM 17193649.37 614058.906 2 -2X4 10.5iz; „: `;;58481 "80! ALOW.Ft= 525 1.331 698.2510K 2 -2X6 16.5 ` .'w 37215.69; 16d 08 1.33 143.64 # /NAIL 4274.99 NAILS CHECK TOP CHORD SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8” DIA. AB SEISMIC FORCE 137 108 87 0 M= T =C= # FT # FT # FT # FT SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS @ 189 # FT @ 318 # FT @ 443 # FT 2879.526i #FT 550 1.331 731.501#/BOLT MIN BOLT SPACING ` 2.63; FT O.C. 790 1.331 1050.71# /BOLT MIN BOLT SPACING 3:78! FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB)_Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 669415.392 9304 (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A WIND FORCE (P) Roof (Upper walls) (P) Upper Floor (Main walls) (P) Main Floor (Lower walls) #N /A Not included in total 137 108 87 0 189 129 126 0 # FT # FT # FT # FT # FT # FT # FT # FT 2/24/00 PAGE 4 I #NIA 3 0 3.75 0 110 p1 M � 0 2634.40 0 #NIA 1MV#N/A'I MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 240 #N /A 300 #N /A 1155 #N /A 1365 1365 0 3291.67 0 2081.25 0 219.80 0 323.13 0 NA 0 NA 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 9 3 5 3.75 3.75 110 p1 M � Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 2634.40 4390.67 3293.00 3293.00 MIN PLATE NAILING 16 INC O.C. 240 400 300 300 1155 1575 1365 1365 1395.00 3291.67 2081.25 2081.25 413.13 219.80 323.13 323.13 NA NA NA NA I 10 10.5 5 0 0 122 1 I Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 10244.90 4878.52 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 840 400 0 0 0 0 0 0 2940.00 666.67 0.00 0.00 695.70 842.37 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! I 9 3 19 3 0 68 OtPIRO Mo= Wall(DL) Roof (DL) Mr T =C REQUIRED 1633.33 10344.42 1633.33 0.00 MIN PLATE NAILING 25 INC O.C. 240 1520 240 0 900 4140 1260 0 1140.00 35846.67 1500.00 0.00 164.44 - 1342.22 44.44 #DIV /0! NA NA NA #DIV /0! • SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 z uu. 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 z 0 u 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 o: 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 189 189 189 189 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b c c d d d SHEAR V WALL TYPE TRIB.LENGT a b C d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls 2/24/00 PAGE 5 I 16 27 0 0 0 112 Mir P14:4:/ Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 24197.47 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2160 0 0 0 0 0 0 0 19440.00 0.00 0.00 0.00 176.20 #DIV /01 #DIV /0l #DIV /0! NA #DIV /0I #DIV /0l _ #DIV /0! 16 27 0 0 0 1121 P1:6 I Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 24197.47 0.00 0.00 0.00 MIN PLATE NAILING 15 INC O.C. 2160 0 0 0 0 0 0 0 19440.00 0.00 0.00 0.00 176.20 #DIV /0l #DIV /0! #DIV /01 NA #DIV /0! #DIV /01 #DIV /0! I #N /A 0 0 0 0 #N /A #NI $( 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 UPPER FLOOR Load Ht. 8 I- C9 EE 2 /3DL REACTION HOLDDOWN UPPER FLOOR TRIB.LENGT Load 189 Ht. 8 Mo= t = Wall(DL) H 0 Roof (DL) w • o: 2 /3DL Mr= ✓ REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w J 189 189 th LU Z J 2 /3DL U REACTION HOLDDOWN 189 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c d SHEAR V WALL TYPE a b c d #N /A 0 #N /A 0 0 0.00 #N /A #N /A 0 #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A 0 0 0.00 #N /A #N /A #N /A IMAS4PN/A I TRIB.LENGT TRIB.LENGT b C d MIN PLATE NAILING #N /A INC O.C. c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB)_Plan #1558a_1997 -9 Lateral analysis worksheet) .xls 2/24/00 PAGE 6 5 2.5 2.5 0 0 126 ettlAIRRIM1 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 14 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 2511.50 2511.50 0.00 0.00 400 400 0 0 0 0 0 0 333.33 333.33 0.00 0.00 871.27 871.27 #DIV /01 #DIV /0! STHD14 STHD14 #DIV /01 #DIV /0! I 12 3.5 3.5 11 0 29511210 Mo= 8272.64 8272.64 25999.73 0.00 MIN PLATE NAILING 7 INC O.C. Wall(DL) 560 560 1760 0 0 Floor,Roof(DL 0 0 0 0 0.00 Mr= 653.33 653.33 6453.33 0.00 MIN PLATE NAILING T =C 2176.94 2176.94 1776.94 #DIV /01 6 INC O.C. REQUIRED STHD 14 RJ STHD 14 RJ _ STHD 14 RJ #DIV /01 14 12 7 0 0 234 guttp1;;4 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 22466.19 13105.28 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 1920 1120 0 0 0 0 0 0 7680.00 2613.33 0.00 0.00 1232.18 1498.85 #DIV /0! #DIV /0! HTT22 STHD 14 RJ _ #DIV /01 #DIV /0! 8 3.75 5 3.75 3 164 , 4P1,6V`, ` Mo= WaII(DL) Floor,Roof(DL Mr= T =C REQUIRED 4917.71 6556.95 4917.71 3934.17 MIN PLATE NAILING 11 INC O.C. 600 800 600 480 2146 3377 2609 1535 3432.50 6961.67 4011.25 2015.00 396.06 -80.94 241.72 639.72 NA NA NA NA RIGHT TO LEFT MAIN FLOOR Load Ht. 8 o : �O o: LL H Z 0 u. re cr 0 126 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN' MAIN FLOOR Load Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 443 318 318 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 21_(ExpB) Plan #1558a_1997 -9 Lateral analysis worksheetl.xls c c d d d SHEAR V WALL TYPE c d 2/24/00 PAGE 7 Z Z W 00 00 J i- N ti W 0 u. - � Z p... Z O W W 0 I- WW 1L- H O Z 0- 0 1 O Z I 8 11 4 3.5 0 137 ;; P,14,4 b.; 1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 12086.06 4394.93 3845.56 0.00 MIN PLATE NAILING 13 INC O.C. 880 320 280 0 0 0 0 0 3226.67 426.67 326.67 0.00 805.40 992.07 1005.40 #DIV /01 STHD 14 RJ STHD 14 RJ STHD 14 RJ _ #DIV /01 I 17 20 0 0 0 2701001 I MIN PLATE NAILING 6 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 43193.92 0.00 0.00 0.00 3200 0 0 0 900 0 0 0 27333.33 0.00 0.00 0.00 793.03 #DIV /0! #DIV /01 #DIV /01 STHD 14 RJ #DIV /0! #DIV /0! #DIV /01 I 9 13 0 0 0 3071M2p11 Mo= 31908.75 0.00 0.00 0.00 MIN PLATE NAILING 82 INC O.C. Wall(DL) 2080 0 0 0 0 Floor,Roof(DL 585 0 0 0 0.00 Mr= 11548.33 0.00 0.00 0.00 MIN PLATE NAILING T =C 1566.19 #DIV /01 #DIV /0! #DIV /01 6 INC O.C. REQUIRED STHD 14 RJ #DIV /01 #DIVIO! #DIV /01 4 24 0 0 0 21Ip1$I Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 4018.39 0.00 0.00 0.00 MIN PLATE NAILING 82 INC O.C. 3840 0 0 0 0 0 0 0 30720.00 0.00 0.00 0.00 - 1112.57 #DIV /0! #DIV /0! #DIV /0! NA #DIV /01 #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR Load Ht. 8 z O z 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 w J w U MAIN FLOOR Load Ht. 8 w J 318 318 I-- (D Z o: 2 /3DL U REACTION HOLDDOWN 443 2 /3DL REACTION HOLDDOWN 126 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 99082- 21_(ExpB)_Plan #1558a_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 2/24/00 PAGE 8 CRAWL SPACE VENTS I. CRAW. !PAGE AREA yZ y 7. CRAWL !PACE AREA / I50 • 4133 Sr CP VENT AREA REQUIRED ). TYPICAL VENT SIZE • 14'4S'05 (13% ER.ICIENCT') • DS Sr PER VENT NET FREE AREA 4. VENT AREA / BS • _LE VENTS REQUIRED. 5. ? VENTS 8HCUN (SEE PLAN FOR LOCATION) S VENTS ■ AS • 537 Sr CR VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS CP V4' MAX. S. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. ILSEC 5011.4,1 M • 614EAId&4U. DE61rsNATICP16 FOUNDATION SHEAR WALLS ear V4 . r a M • DEOIGP J CRAWL SPACE VENTS 1. CRAWL SPACE AREA _ M 1. CRAWL SPACE AREA / ISO • _10. y OF VENT AREA REQUIRED 3. TYPICAL VENT SIZE • I4'.1' .15 (15% EFFICIENCY/ • ES OF PER VENT NET FREE AREA 1, VENT AREA / SS • S» VEND REQUIRED. 5 9 VENTS SHQIN (SEE PLAN FOR LOCATION) r. VENTS a OS • 121 SF CF VENT AREA PROVIDED. 1. VENTS SHALL BE COVERED BATH CORROSION RESISTANT WRE MESH WITH OPENINGS OF V<• MAK 0, VENTS LOCATED M RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC SC2111 lM =b TYP. • di#ANWALL DESIGNATIONS FOUNDATION SHEAR WALLS 5.14 w•. • CAIN WOO APP I.� z TITLE JOB 1r4: 9908121 SHEET FL 99082.21 K\KAA\99\99082\9908221 02-24-2000 1024:22 Sheet rni Workstatort PaulM 3 1 I 9903221 I M l I ET I .J I Kappler Architects P.S. 14311 SE 16th ST. (4 2 5) 641 5320 Bellevue, Washington 98007 Fax (425) 641-5318 641 5318 (45) 642 DUJAR DIN Date By Desap6m 712 rtri PERM, SET P LAN 1568A FOSTERVIEW ESTATES TI-16 DRAWING S © COPYISGHTED AND 6 TIE EXCUJSVE PROPERTY OF THE ARCHITECT 0 0 tri NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i TYP. • OMAR OFACINAT10Nf UPPER FLOOR SHEAR WALLS 6u1. W'.r•C - SI q § Kappler Architects P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJARDIN Date By Desapom 2/23/00 PERMIT SET rm.( PLAN 1568A FOSTERVIEW ESTATES THS DRAINING IS ©COPYRGHTED AND S THE EXCLuSvE PROPERTY OF THE ARCFRECT 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 bur II •r.o SYMBOLS & LEGEND () POINT LOAD FROM ABOVE " POINT LOAD FROM ABOVE W LOADNC. POINT LOAD TRAMMING DOWN PONT LOAD TRANSFERNS DOWN W/ LOADING HANGER POINT LOAD TRNISFEREO BY KICKER Le •k v' HOLD DOWN 0TH 612E DESIGNATION o-"- T O ISE WDESIGNATION AL STRAP SIZE DESIGNATION /a 0 TO BE USED O l FLOOR BELOW ET.a! — HORIIONTAL STRAP Hap SIZE DESICA4ATION O INDICATES BEAM CALCULATION W TH INDEXED /AMER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL r — T WALL ABOVE '2 WALL SELCW NQIL INLESS OTHERWISE NOTED, ENGINEERING AND CALOULATICNS ARE NOT PROVIDED N THESE DRAWNGS SHEAR NOTES DESIGN CRITERIA L SE! CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTES L ALL SNEARWALLS SHOWN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. !TYPICALLY SHOWN SHADED). 2. ANCHORAGE 16 FOR 64IEARWALL6(PANELSI ONLY, WHERE PORTIONS OP WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 16' OCIMN) PER TABLE 73.1.0. 3. WHERE PORTIONS OP WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MN. UB.C. REQUIREMENTS. 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. S. SEE MA PACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OF NOLDOIW, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SHEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES !WALL BE STAGGERED AT CENTER OF 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 SY THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING L ROOF SHEATHING. 1/16' 0513 APA RATED SHEATHING (74/0). LAY UP WW MNRtP CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILNG SHALL BE Ed A AT PANEL EDGES AND 17' co AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLI • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR•IS0,63A2.147p0 2. FLOOR SHEATHING, 3/4' COX T IG APA RATED PLYWOOD (4S/2 4) NAILED AND I ADHESIVE SHALL CQFOIO1 TO APA SPECIFICATION AFC. 0L PROVIDE TIG EDC LONG PANEL EDGES. NAILING SHALL BE 10e1 AT 6' cc AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR•215.0A7•11lp•T 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS ANC MAIN FLOOR SHEAR WALLS Su 1/6" u U SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET SHEARWALL SCHEDULE CREW WI gr i 5r 15 1 jig TO TO TOP rL Millls L ■P515 9100r ri 911•h :d dal 01 3n bOd . OvOi atoraotT 114 OM OE 610E lA + � , 1WL• 41. 1641•0' 4d•tl' 01•4 52' G515 OR OR 610E r_ g 5)8' • 46' 435 37' 1641• 4 48 • 10' 0).1 V(' C/113 710 610E6 644 516' • 46' 10' 48 • 8' 48. 07.4 OR COOLER 52• • 46' 70' 4d • 6' 444 • 5' 5)8' 06B iW SIDES FOR 516' P164 518' • 48' 70' 1641• 5' 1•0 • 5' 514 SA'• 4E' 14' 168.5' 48.5' P.4 518'•77' O' 168. 168.4' 146' O8Q p.3, DE 610E .--- -USE 56' • 110 48 • 3' 48 • )' 5W16 34 STUDS 0 PANEL EDGES R.3 --. 3+ STUDS 5/8 • 4' 114' 085. MO SIDES (7) ROLLS 171 ROUE 57.4 STALER 6E4E40 JC64T6 WTI) 811108 • 56' • 4' 433 CLIPS .1' 48 • 4' 84 4 4' 6AO4RED P4)EL 806E8 (11 WA (7)8016 52.3 541' •5' 4350.158 4843' 4448 .5' DEL. FM 8844.4 HAI8 F� 7 (ryi : 1 C 1A A A� RD, 805,6 q rgI RFPCOU 13M � 1a 5/0• • 46' O 444 • 6• 444 • 5' MBOLS & LEGEND SIT LOAD FROM AISOvE PONT LOAD FROM ABOVE POINT LOAD TRAN6FI roNT LOAD TRANSF HANGER POSIT LOAD TRNf651 14010 DDN85144 SIZ v4RIICAL STRAP 850 TO BE USED ON FLOOR HORIZONTAL 81RM 852(4 611E +IDICATES BEAM CALCULATION NOD= TAMER EXTENT OF SHEAR WALL TYPE OF SHEAR WALL =2 WALL ABOVE C= WALL BELOW -E6e OTHERWISE NOTED, END6EERN6 AND TI4616 ARE NOT PROVIDED IN !ME DRAWINGS J A • SHEAR NOTES LIN FLOOR SHEAR WALLS Sul• 96' 61E58 011.846E NOTED DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA CAMERAL NOTES L ALL 544EARUALLS 5(401)4 ON 1648 FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SI4MIN 644ADEDL 7, ANCHORAGE IS FOR SNEARWALL&PANEL SI ONLY, (WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 'MN) PER TABLE 73.1.0. 3. EWER! PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS NOT APPLY. FOLLOW MIN. UBC. REQUIREMENTS. 4. PROVIDE T WD STUDS AT ALL (JOL LOCATIONS. 5. SEE MANUFACTURER'S REMJIREMENTS AND DETAILS FOR EACH TYPE OF HOLDCUN, STRAP, AND CMNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUM SWEARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OP STUDS AND EILOOXED PER OCHEDU,E. 1. DO NOT OVERDRIVE NAILS INTO SHEATHNG. 0. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDING OFFICIAL ROOF 1 FLOOR SHEATHING ROOF SHEATHING, 1/16' OSB APA RATED SHEATHING (24/0). LAY UP W/ MINIW{/1 1/6' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 644 AT 6' ex AT PANEL EDGES AND 0' cc AT INTERMEDIATE SUPPORTS, PROVIDE EDGE CLIPS • 24' 00. • ALL LNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SWEAR.160+B62.147p•( 2. FLOOR !WEANING, 3/4' CDX 240 APA RATED PLYWOOD (46/24) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG 04 PROVIDE TNCG EDGES AT LONG PANEL EDGES. NAILING SMALL BE 1044 AT 6' we AT PANEL EDGES AND 10' we AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR•2I5+IDD7.1'11p6( 3. PLYU.)OD !WALL BE LAID W4 FACE GRAIN PERPENDICULAR TO SUPPORTS AND END a_ • UPPER FLOOR SHEAR WALL Scat 96' .T•O' JNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS JCB ND: 9908221 1997 UBC SHEET S3 9901221 :. . Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: KAP: )1HFR ARC RE: Deletion of LS 30 clips on shear wall bird blocking All of our basic plans have a Simpson Strong -Tie LS 30 clip called out at the shear wall locations attaching the top plate to the angled bird blocking. Simpson Strong -Tie now demonstrates that the 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. J : Kappler President ' e /Zg/Z°49 • your C o W p I r t I t 0 ill C p l a n n i n g r e s o u r c e August 18, 2000 Sincerely, -IFFCT 14311 SE 16th Streer . Bellevue, WA 98007 1.800.888.4517. (425)641.5320 .tax: (425)641.5318 www.l`ayyler(omeytans.com • /1,p ' .. .i•J i. Fi'6'::t 3� :^xP++J:Jrtii1.0A-240444tiM ? .P Gary Bumstead Dujardln Development PO Box 1059 Snohomish, WA 98291 [s7 _ Fpsiw'view c1c - tes • 11 l 1.-?)L : ( I •4 1 I 'I 'I II I . t! ( II r ti! 1 , fi 1' I i1 )1 II :f t i r , :• ►: RE: Hold Down Clarifications •Cripple Wall Situations A11iCappler Home Plans for the Fosterview Plat r September 26, 2000 Dear Gary: Per your request, our office has investigated the hold down condition as it relates to ,cripple wall situations. Our drawings designate a hold down in the concrete stem wall at the end of certain shear walls. This hold down is specified as an STHD14 or an STHD14-RJ. 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 STHD14 connector, install an AST6236 strap. This strap will connect the cripple wall stud to the main floor studs directly above 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. 14311 SE 16th Street . Selrevue, W91 98007 1 .800.888.4527. (425)641,5320. fax' (425)642.5318 C0400_20Pwtna vtaw.du.. %.wwN.k.*yyrovrwn%dyralu..,vu, G15Tt,NIa Chtl(.C( 1 ( • ,. 7S CnYR MKWIL4 SEP 27 2003 PERMIT ceNT z -z 00 co ww ( w w 0 ga . LL E9_a = w z 1-o: w U O v) ' t] I- = H H w z U =. 0 �' z ACTIVITY NUMBER: D2000 -061 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1568 A XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision # After Permit Is Issued DEPARTMENTS: Buil i�ivision • Al a-11-00 ub is Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: (ten days) DUE DATE 3-28-2000 Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) I J \PRROUTE.DOC 5/99 Fire Prevention n Planning Division Structural Incomplete Approved with Conditions Permit Coordinator Not Applicable No further Review Required Not Approved (attach comments) DUE DATE: 2- 29-2000 REVIEWER'S INITIALS: DATE: z w a U O 0 w H N LL w 0 u- Q w = a 1- w Z = 1- 0 w 0 0H- w u j H__ u' O. ..z w U O ~ z ACTIVITY NUMBER: D2000 -061 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1568 A XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Not Applicable Comments: A--\\0,6\ e rn. et!("' raj e U g 4We. tAk TUES /THURS ROUTIN • Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n REVIEWER'S INITIALS: v CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ■ Fire Prevention Structural Approved with Conditions Planning Division Permit Coordinator n DUE DATE: 2- 29-2000 No further Review Required n DATE: 2 i�2 DUE DATE 3-28-2000 Not Approved (attach comments) DATE: /2. 2C00 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z w 00 0 w = N U lu 0 U- < I z � � z I- w U O O ( 1 ) . 0 H w F F . z . 0 O~ z smalu m , Ewa Amin i E ' l1111Iil1!i,ii1lliiiiii . lii ! t the Plan k approvals are understand that iss an a pproval ° rstan of any ect�co errors and on1 t1,e violation ub•► authorize Receipt of con- ians does not t o r o rdinance . T con - ; �apted roved plans , 1 rractOr•SCOpY Of a �p PERMR SEPARA REQUIRED FOI% +i MECHANIC .ECTRI " r� - ti.UMB ING PIPING OR t11KM A e ZoG I N t ,. j �--•. r . ` 'tr}' -+ + • .�.+.i -. :i� • .ir.. - .�j y i +•.1k • � 'f! Y�` . � {4 � f � f �aK't .•`\�}►sG� .r({-+'!} • .11 ? " i� .ir t *± e ; } - 4 r =door Bdrm. #2 yi �`•f1 . • 1 a._ 4 4. • tc7 • r' • DRAWING INDEX AL CODE NOTES 3 SQUARE FOOTAGE " FOUNDATION & MAIN FLOOR FRAMING V. MAIN FLOOR PLAN :A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6` UPPER ROOF FRAMING Al. ELEVATIONS & 'BUILDING SECTIONS DL STANDARD DETAILS 02. STANDARD DETAILS NOT INCLUDED N CALCULATIONS. x S i. LATERAL DETAILS S2. LATERAL DETAILS S1 LATERAL WALL SCHEDULE '' MAIN FLOOR ° 4JPPER FLOOR :DOTAL QARACI 450 SF �ECL /PATIO A 108 SF 8cJA1lE FOOTAGE 18 hEASUI@ED TO fl E :DUTSIDE FACE OF u .LLB. 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' i , , ... . .. :. r i i . . g i ' 4 , i i ,.!. ....• as -. 11 1 I .6 t ! i *), . / 1 ,, I 9 .. 1 .4 . . A . • • , . •••!' • 7 t ° . • • ;SA • t• • 1 ? 4104 • 4100 OUNDATIO'N /M t MAIL. SPACE AREA 122 dis 2 COINS. SPACE AMA / EC • _A�' . SF OF ADP AREA REQUIRED 3_ TYPICAL v@4T sae • 14`.8'x18 ( T8E EPF ICE►1CY1 • SS SF PER VENT NET FREE AREA 4- VENT AREA / 30 • 1133 VENTS ' • RED. S • SWOON ( , ADM EE PI. FOR 6_ L VIEWS x • SS • , 1122 SP CP v*4T k� AMA �V. - 1- VENTS *WALL OE COVERED INT14 COMMON '• weeltTANT NPR MEOW WTiI OPENI NS6 OF V4' MAx. s MINTS LOCATED N RV JOIST MST T EIE PERr1AlE'1TLY BAFFLED. URlEC 302141 t4 vq • tA .' A a • .'h A h�1 • ..*twc: 11 1 GENERAL FRAMING NOTES j • ;VII. 714166 DESIGN BY PL.AN1P. TRUSS PLAN 4. • � � ` 76E ow 61007 A-I e_ ""` }• c - 1R;JS5 LO/DP G • s -m ME DIV 010001A SAIEET A•I " + - TREED SPAN PELF FLOOR PLANS - MISS TYPE PER ROOF FRAMING PLAN -1 ° 41 b. ROOF MIMING SPACING. 24' et- U.N.O. < 6. ROOF PI TCNI- EXTERIOR PER ELEVATION • INTERIOR PER SECTION. - t RAFTER TAIL 2•4. VERIFY_ a ROOF TAIL AND RINK OVERHANG PER ROOF 141(4) 44 DAR EACH WAY. ., - M SE DIV. 3 SHEET A -I CRAtµ. SPACE VENT. SEE CALCULATION DEELOIU ' - -8 ) SEE DIV. I A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • I6' ot. UN.O. W P1N STUD LATH PER UDC :,.•, SEE DIV. 6 SHEET A -1 4•10 DEAN Li1E. MIN, 1' GLE/RRAtNce FROM R -1 CONCRETE AT END CP BEAMS SEE DIV. 6 SWEET A -! +* FP -8 4x4 POET (SCAB POST AD BEAM WITH bai) ONSEP FELT at MAT FOOTit1G UNA. IPROVIDE 4+46 POST • eEM1 SPLICE 1 POSITIVE CON - ; - xECTICN FROM POST TO FOOTN3. PER DERAIL 16/Dl- SEE DIV. 6 SWEET A -1 :. � p4 GRADE - y " . a. SEE DN. T SHEET A -1 a '; ••• ' ELECTRICAL SERVICE: PROVIDE (1) 2 V2' SC DULE 80 PVC. 3 _CONDUIT FOR ELECTRICAL SERVICE AND (I) Sitexs' LONG CsAL VMIIZED ROD =rOR ELECTRICAL GROMDING. , SEE DN. 16 AND VERIFY IW SITE CONDITIONS DLOCK Our tN STEM WALL FOR Doom*, r • ter WvAC, ETC. At REQUIRED • • • - l21' x24' CRAVE. SPACE ACCESS. INSULATE AND WEATIER STRIP. SEE DIV. 010022 SHEET A -122 PRESSURE BLOCKING GP SAE SIZE AS ADJACENT JOIST. 24•Q4'X1' MAT FOOTING ON SOLID SUBSTRATE W1 (2) 64 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL 16/DI 30'X30'X1' MAT FOOTINGS ON SOLID SUBSTRATE W/ (2) lb4 DAR EACH WAY OR IS' STRIP FOOTING PER DETAIL 1610E 36'x36'X12' MAT FOOTING ON SOLID SIDBTRATE 1W (2) 44 DAR EACM WAY STUB STEEL IY INTO SLAD • 12'oc • N� • TUINMA 2100 • 01N1411 • '.;'; • 7'1 A ERE COVER • T POR ALL OIGERAL. NOTE* AND IEQUI REPINTS 1 SE TYPICAL MATERIALS UST CPI EGTCt1 SWEET • , Lem co vieweET Poet ALL NOTEB AND -. `• 4111ECIAREPIENTS CONCERNING riG64ANIC•AL. 4 ` PLUMING. Alit ELEC110CAL . ALL HEADERS ARE 4x10 OF 4 LIMO. PROsetDE (1) TR!'J'!R STtE UP TO 4'-0• SPAN 'AND (2) TR1?'ER STUDS OVER 4'-m• LIMO. - SEE DIV. 06100 611SET A-I FOUNDATION KEYNOTES 1 ( FP -2 PP -3 I FP -• l FP-II ) 1 FP- I2 ) ( FP -13) FP -n ) RD-18) I • CONCRETE STEM WALL S' WIDE WITH MPL 6'x1• =' E FOOTING. Erg DEETAE.6 POR ADDITIONAL INFORMATION. ' t SEE DIV. 3 SNIT A-1 CONCRETE STEM WALL 6' WIDE WTH MIN. 12'x6' FOOT,NCIL SEE DETAILS FOR ADDITIONAL SPOR MATIC*L SEE Dfv. 3 SWEET' A -1 CONCRETE SLAB ON GRADE SHALL SE 4' TI4tCK STEEL TROWELED PINISH. 1W 6xb 11E4)4111.4 Il lF ON 4' GRAI4LAR FILL. ELOPE 2' TO DOOR PROVIDE TNIICRENED EDGE AT DOOR SEE Div. 3 SWEET A -I -4 ) 6x6 POET ON CD66. 1' ADOvE SLAB ON 3i'xIb'x$' MAT FOOTING ON SOLID SUBSTRATE 6 MIL BLACK POLYETHYLENE GROUND COVER FLOOR JOIST SEE DIV. 6 SHEET A -1 4x8 BEAM LIFE, SOLID BLOCKING 6ETILEEN JOIST OVER SUPPORT. SEE DIVISIGN 06100 SWEET A -1 PROVIDE SOLID BLOCKING TIJJ JOIST SYSTEM TO � PfROVIDE EN DRAM OF DRA SUPPORT AS ABOVE AA1•D EIELOW SEE Dlv. 6 Q-EET A -I FP -21) MN. I• CLEARANCE FROM CONCRETE AT END OF SEAMS : FP -22 EXTEND PIER MN 1b' eeL.OW SuRROUtioNC3 GRADE .4 FP-23) 3' DIAMETER STEEL POST [FP -19) trip-up) (FP -24) EDGE OF CONCRETE SYMBOLS It LEGEND POINT LOAD FROM ABOVE HANGER PONT LOAD TRANSPIRED DY KKR N -Wa PONT LOAD PROM Aeov! 1W Lbosom POINT LOAD TRAINFIRMG DOWN PONT LOAD 11 DOWN W/ LOADING OnMSE .R!`TR�IlNOt AND 'Ib GALGIILAT10N0I N�.r7I��t7� �Y� . ill' MEW D1M10/42A • 1 ,� r 7 , l ►HOLD DCI N 1111114 14 SIsum DISPONATION vER?ICAL 9 FRAP WITN SIZE ouldriAro4 TO SE HEED ON FLOOR DID.OW _-py vezorlTAL .,.A,. WIN 61?! DI sielmAnot4 146 Nam CALCULATION WITH • ...�.._.. ultimo* OF .�. Toot OF S1iAR , u1Alf`l. a a► } "fa g • ,.— :fib , JOS ��: rl e. 1 " • ail r � • ; r S -S ? • I i pg11 \,.. ) IT I uNctiaGea la 11146134J ; i i CiPOI I PLAN 1568A FOSTERVIEW ESTATES THIS'DFLAW(N6 © COPY4C1HTE15 AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT Kappler Architects, P.S. i. 14311 SE 16th ST _ . . Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 TITLE JOE NO. • 0908221 SHEET ■ i PENH „In"g PAN- DIRECT VOW TO OIT60E -DA CUM t9111 4010494 100 CR1 1 -UNCLE HOUSE FAN IOC C.J'h1 MN. VTG6 IWOLE ►MOUSE E)0444AT PAN CONVECTED A 24 HAIR TIP'ER - 10_ CR 1 MN. YTO • A PR?vire DW'E'TER PREEN AIR PRARKE OVTSCE TO RETURN AIR !PLENUM AT RIPINACE Writ MOTORIZED ROW DATrEIRS- e. PROVIDE YMBIWIAL. ExPANSION TANK AT WATER HEATER: C. STRAP WATER I EATER TO FRAMING TOP A L) BOTTGH. D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. ''.4110$ '. AI -. p w . -:4• • ;ti a1 . � +i + llr - } AHM ) '..+ YIr< Sy}? Viii � }:•... •• 411,,,..#110‘••• �, t �;�?• k�.• t I '4 . • • 4 . jt y • ■'. f . • • I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P-' P -2 ( P -3 ) P -5 ) P -4 ( P -8 ( P -9 ) P -11 ) P -12 ) P -16 1 P. 18 � - 19 P -20 t P -21 C 0-22 J ( P -23 ) P -24 ) L OEE coven teeeT FOR ALL GENERAL MOTES AND 3. AND AIR 2JAILtTY 11t011'vLTtOUti SEE Div. rt SHEET A-I A SEE SIALP9 ELEVATION FOR 0I60010 OPEIQATION SEE DIV. 0 SMELT A -t 4. NEE ' icAL MATERIALS LIST ON SECTION SHEET 5. SEE •OVER SWEET POR ALL NOTES AND REQUIR EMEN/TS CONCERNING MECHANICAL PL.itilSIN i. AND EiECTRISC.JIL. OCCUPANCY C7CCUPANCY SEPARATION. APPLY (1) LAYER 5 /0' TYPE 'k' G111. TO ALL. WALLS MIND CE'LINGS OF GARAGE SIDE FROM FOtl TO SHEATHING. 4./RAP POST AND BEAMS. APPLY (2) LAYERS TO TRJe6ES AND T.1 FLOOR ,101ST. SEE Div. 01002'S SHEET A -1 13/8' t- N. SOLID CORE DOCK WITH SELF CLOSER TO BE TKs4T FITTING: SEE DIv. 010023 SHEET A -1 STAIR ASSEMBLY NOTES: PER UDC SECTION 1003 A. HEADROOM MIN 6' -8'. WIDTH rt1*,. B. TREADS kV M . DEPTH, Rt5ERS 8' MAX. 14T. C. PIANDRAIL MN. 3-4' TO MAX 38' A80vE TREAD NOSING:. HANDRAIL I L2' MIN. TO 2' MAX CROSS SECTION DIMENSION AND 11/2' MPi. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRNC/ERS TOP AND BOTTOM AND ADJACENT WALL(S). " E COVER USABLE SPACE UNDER STAIR iW 5/8' TYPE 'X' GWB. (2) LAYERS • CEILING AREAS. F. P TERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THA14 4' BETI.EEN BALUSTERS. SEE DIV. 0i002b SLEET A -1. SAFETY GLAZING PER UDC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR WINDOWS IIHTW1N A 24' ARC OF DOORS C. WIDOWS AT TUBS AND 51•10ILERS D. CLAZNG N DOORS . E. WITHIN STAIMIELL5 F. XT-IN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SWEET A -1 EGRESS WINDOW PER UIEC, SECTION 310.4 SEE DIV. 08600 SHEET A -I IGNITERS FOR GA8 FIRED APPLIANCES IN GARAGE TO BE 10' MPI, ABOVE TOP OF SLAB. SEE Div. B SHEET A-I COVER WALLS ADJACENT TO TUBS AND 51- I0LLER5 WTH NON - ABSORBENT MATERIAL TO i0' DRAIN INLETS. SEE DIV 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHNG OVER FRAMING. 8' MAX. 1218ER WITH I0' MN. RAN F MORE THAN (3) RI5ER6, HANDRAIL REWIRED PER UDC, SECTION 1000 SHEET A -I 18'x24' CRAWL SPACE ACCESS. INSULATE AND ULEATFER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS 1W 30' I$AD CLEARANCE. INSULATE AND IIEATHER STRIP SEE DIV. 01002.1 SHEET A-I FLOOR MATERIAL- BREAK LINE WALL LINE ABOVE WALL L' NE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES. INSTALL PER MFG. SPECIFICATIONS, SHALL COPFOR!'1 TO UDC REQUIREMENTS. SEE DIv. 010028 SHEET A -i B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO MC REQUIREMENTS. SEE Div. 010028 54-1EET A -1 C. DEARTH SHALL CONFORM TO USC - REQUIRBT1ENT. SEE Div. 010028 AND 9 SHEET A -1 D. 5/1' TYPE 'X' GIL6 ON HOUSE SIDE OF CHASE CLOeUJIE TO ROOF SHEATW•Cs. SEE SITE PLAN POR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POET 36' GUARDRAIL PER UEC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING°. 'B' VENT FOR MECHANICAL. CLEARANCE ALL SIDES PER USG. SEE Div IS SHEET A -I PLANT SWELF UPPER AND LOWER LINEN CABINETS 501.1T AREA . INTEGRATED MAKE UP AIR 2x6 STUDS W/ R -19 INSULATION MN. SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR : ;TOTAL 715 SF ,853 SF 1568 SF AOARAGE '450 SF .DEC K / PATIO 108 SF 00UN#►OiO'TAQ� MEASURED TO THE `4,.. 0'.01 E'DR CAL TO BELOW IPACE Ndr 6ARAC #S ARE NOT INCLUDED N CALCULATIONS. r. . II I U PLAN 1568A .y * , FOSTERVIEW ESTATES Hs DRAW/43 IS © COPYRIGHTE'1D AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ttltttti• • 9s Is t r. gton 9a * Fax (4 /4 • h ALL FLOOR JOIST ARE: II -1 /8' TJI PRO 1504 AT 19.2' oc VERIFY W/ MPG LAYOUT. • SEE DIV. 06100 �* i r?t. t`•'y.?I.: i , :.s ri , �. ' f a)"M1,,. "s74r1C • $ .. . f .. vor., '+ ra t . Y.. ' k. } ,n :1•r,... I d:wail ; Per 'i4. .,!1 4 on ,y • • PERMIT CEN ER v M y y • r• �•v —1r rry o Kw1LA tB 2 ?(11?(t' F -I i F -2 ( F -4 F -5 I F -8 E F -9 [F -10 f F -11 F -12 , t F -13 r 4 TOTAL, VENTS PROVIDED ,, r. ROOF JACKS EAVE VENTS " • GABLE END VENTS F J - I GENERAL FRAMING NOTES I. SEE Gavin SW!!T FOR ALL 015E•AL- NDTEb Amp . � . so TYPICAL MAMMALS LIST OM SECTION 6WEET - 3. SEE GOvERISHEET FOR ALL NOTES AND NEGIAREMENTS coNcEnomma MCHA NICAL PLIPIEUP r. A/ND ELECTRIC-41J- MISS DEIM N BY r1ANF TRUSS PLAN SHOUN a6 FOR GENERAL LAYOUT OPUS' " SEE Div. MOO 5I4116E" A-1 *. • TWILIS6 LOADING SEE DIV. 010001A SHEET A•1 • TRUSS SPAN PER FLOOR PLANS - TF6J66 '''"4 PER ROOF FRAMING PLAN 5 WOOF FRAHWG SPACING. 24' cc UNC 6. ROOF P+TCe4- EXTERIOR PER ELEvATIO N MTERtlOR PER SECTION •'T. RAFTER TAIL 2x4 - vERFr 13- ROOF TAIL AND RAKE OVERHANG* PER ROOF PLAN_ HEADERS ARE 4x10 DF '1 UND. AOOvfDE (U TRA11ER STUD UP TO 4' -0' SPAN AND (2) litrimen STUDS OvER 4. -0' UJ•LO. • SEE DIV. 06100 SWEET A -I I FRAMING PLAN KEYNOTES I BACK FRAM** AND 60PFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE Div, SWEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERf ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE 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 MET"eeRS INTO BEAM FOR ADEQUATE SUPPORT F - � ATTIC SPACE vE�1T F - SEE CALCULATION SEE Div. x1002 SWEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIv. 06100 SWEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING ' SEE Div 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP CF BEAM FLJ5544 W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAMS' BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOWN BELOW JOISTS F_14 2X6 OvEFt'RAMING • 24' OC 2X6 CEILING JOISTS • 24' OC ROOF VENT CALCULATION SAND ON $ 2-VT HOLed PER vEKT FLOCK ]ROOF vEN1 CALCS BASED ON UBc SECTION 16C53 TOTAL ROOF AREA 0 SF AD .0 SF OF veNT Ara O % AT EAVE + 00 !3F RE 0 • 36' (111N) ABOVE EAVE • 0 5F RE Q ROOF JACKS AT SO SQ. IN. EACM•Q 60. IN• Q_ O LF. OF EAvE VENTS AT 5.2 60. INA-F.0 SO. NA Q___ GABLE END VENTS AT Q x Q_� • Q __ 60. IN..O _ GABLE END VENTS AT Q_ xQ, • Q__,- SO. INL.0 0 GABLE END VENTS AT 0 PIA • 0 6Q. IN.•9 POINT LOAD FROM ABOVE: POINT LOAD TRANSFERINGa DOWN • SP • SF • 0 IF TOTAL SF OF VENTS PROv1DED • 0 SF • AREA MAY BE 1/00 F A VAPOR RETARDER IS INSTALLED ON WARM 610E OF THE ATTIC NSULATIONL UDC 150532 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I SYMBOLS & LEGEND POINT LOAD FROM AEOVE W/ LOADING POINT LOAD TRANSFERMG DOWN W/ LOADING HAA43ER POINT LOAD TRANSFERED D7 KICKER WIELD DOAN WITH SIZE DESIGNATION VERTICAL STRAP IJ,4TH SIZE DESIGNATION 40 DE USED ON FLOOR BELOW - � T -- NO IZCN%AL STRAP WITH 612E DESk3P1ATION O INDICATES NEAP, CALCULATION WITH 1 '" • *CEXaED NLl ea EXTENT oP 64eAR WALL TTPp OF SHEAR WALL ' F WALL Aa t 3111111111111t WALL 1SELOW I NOTE UNLESS OTHEI LII6' NOTED, EN2I NEERAHGII ARID ATIGNS ARE NOT IFROVIDED M TNEItSEDRAWINd'i!. tv ;ri F p} "kq l Mt e R •M►IV •. :;t !r.K hF , c ,x'. • k..'Fg- { .o ^,�R}y. b. •,0$:4t • , • .. r,i. . �m,.,. v 1 . • s p NEATER. - C. STRAP WATER HEATER TO FRAMING .. Tap AND BOTTOM. . D. PRpv1DE PRESSURE RELIEF LIE PLUMED TO OUTSIDE. '' CRYKW ILA Ft 2 8 7860 t •.r trrf - Sys w ' �'' v r ibf 4 • , ,..' 1 I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES C P -3 P -5 ) t P P-8 1 P -9 1 � P -12 (P -13 P -14 ) P -I5 � P - P - 22 P -23 ) I P-24 ) IL MEE COvtR SNIT FOR ALL GENERAL NOES AND I!E(.ORLF 2. ENERGY AID AIR QiAIL ITY 1NPOR1ATION SEE DI v. TT SHEET A -I -3. SEE Dt+iDBCs ELE VATIC S FOR WINDOW OPERATICS SEE Dry. a SHEET A -I 4. SEE i''PIr.AL r'IATIONALS LIST ON SECTION • SHEET �5. S E CO'r SHEET POR ALL NOTES AND REQUIREMENTS C.aNCEINNG MECHANICAL. PLUMBING, AND ELECTRICAL.. OCCUPANCY SEPARATION: APPLY (') LAYER 54' TYPE 'X' GAM. TC ALL WALLS AND CEILINGS of GAR 6fDE FI001'1 FOUNDATION TO SHEATHNG. WRAP POST AND BEAMS. APPLY (2) LAYS TO TRUSSES AND TJI FLOOR JOIST. SEE Div. OIb023 SHEET A -I 13/8' MK SOLID CORE DOOR WITH SELF CLOSER TO DE TIGHT FITTING ,SEE DIv. 010023 SHEET A -1 STAIR ASSEMBLY NOTES: PER L C SECTicN 1003 A HEADROOM MN. 6' -8' WDTi' -I MINI 3'-0' e. TREADS 10' MN. DEPTH, RISERS 6' MAx HT. . M*tIRAIL MN. 34' TO MAX 3S' ABOVE TREAD NOSING. HANDRAIL I V2' MINI TO 2' _MAX. CR066 SECTION DR'>BNSION AND I I/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. ;O. INSTALL FIRE BLOGKNG AT STRINGERS TOP AND BOTTOM AND ADJACENT YiAL.L(S) E. COvvR USABLE SPACE UNtDER STAIR um S /H' TYPE 'x' GALS. (2) LAYERS • CEILING AREAS, F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LE13O THAN 4' DETI EEN BALUSTERS. SEE DIV. 010021 SHEET A-1. • SAFETY GLAZING PER LOC, SECTION 2400 ,t A. WINDOWS i1MTaaM IS' OF FLOOR e. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWER$ - • ,: p. GLAZING N DOOR. 11T1-1N 6TAIRIIELLS • . WITHIN 3' OF TOP OR BOTTOM OF STAIRS SEE Div. 00500 SHEET A -I EGRESS WINDOW PER UDC, SECTION 310A SEE Div. 08600 SHEET A -I IGNITERS FOR GA5 FIRED APPLIANCES IN GARAGE TO BE IS' rum, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -1 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON -A 5SCIOBENT MATERIAL TO 10' ABOVE DRAM NLETiS. 'SEE Div. 09250 SHEET A -1 ` ' ' _ (2) LAYERS OF FLOOR SHEATHING OVER FRAMING. S' MAX RISER WITH 10' MIN. MA IF MORE THAN (3) RISERS, HANDRAIL RECiJIRED PER UDC, SECTION 101016 SHEET A -I 18'x24' CRAUL SPACE ACCESS. INSULATE AND WEAT14ER STRIP. SEE DIV. 010022 SHEET A -I 22'x34:' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 010021 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW PIREPLACE AS6EMBl.Y NOTES: A. DIRECT NEST FIREPLACES, INSTALL PER I-FG. SPECIFICATIONS, SHALL CO TO UDC REQUIREMENTS. SEE DIV. 01002.5 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO UDC REQUIREMENTS. - ENTS. SEE Div. 0100213 SHEET A -i C. 1-EARTH SHALL CONFORM TO UDC , . RECURVENT. SEE DIV. 01002E AND 9 SHEET A -1 5 D. 5/8' TYPE 'X' GM ON HOUSE SIDE OF CEASE CLOSURE TO Ri00F 5I- IEATHMG. SEE SITE PLANT POR EXTENT CF WAALK. AND DRIVEWAYS 3' DIAMETER STEEL POST • • 36' GUARDRAIL PER UDC 15092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR N06INGS. 93 VENT FOR MECHANICAL. I CLEARANCE ALL SIDES PER UDC SEE D1v. IS SLEET A -1 PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR 2x• STUDS W/ 112-I9 INSULATION MIN. g SHEET k- ..* .a 1,44 e ROOF VENT CALCULATION • BASED ON 3 2-V2' NOUN PER VENT ULOCK ROOF VENT CALCS BASED ON UDC SECJ1ON 15053 - - TOTAL ROOF AREA 853 8F400 .284 bF OF VENT AREA REQ 50 I. AT EAVE ' • 142 SF REQUIRED 50 % • 36' (MIN) ABOVE EAVE • 144 SF REG:O ED 2 ROOF JACKS AT 90 SO- IN EACI.4.03 SQ. K. • 49 SF _ 58 L.F. OF EAvE VENTS AT S.2 INJLF.2912 $Q. N SF 2_ GABLE END VENTS AT $_ x a___ • L. So. IN-.74 SF 0___ GABLE END VENTS AT 0___L__,0________ • Q. SQ. IN. ■0 SF 1 GABLE DID YEN'S AT 1g DIA. • 24 SQ. IN- -,17 SF TOTAL VENTS PROVIDED / • ROOF JACKS • iii________ S _ r _. EAVE VENTS • ,S Mt_ SF GABLE END VENTS i al___ 5F TOTAL SR OF VENTS PROVIDED . 362, 9F • AREA MAY BE 1/300 IF A VAPOR RETARDER f8 INSTALLED ON THE WARM SIDE OF TIE ATTIC INSULATION. uec IS0632 ,,• EFFECTIVE VENT AREA BASED ON A So% REDUCTION DUE TO 1/4' MESH • - ' *., g• . I • • . , i i ! i} ++r 01 k l tk . 29 ��09 • RECEIVED CITY OF TUKWILA FEB 2 8-4M fp{T (!ENTER I GENERAL FRAMING NOTES -11. OM COVER S•8T FOR ALL c1INERAL NOTES AMp 2. SEE TYPICAL MATERIALS LIST ON SECTICP. WEE . 3.6E1 :OVERT FOR ALL NOTi$ AND Fr-GU VS CONCERNING MILQ.AsiCAL, PLUr'ISIVG, APO ELECTRICAL ,4 Muse D6G* 1I BY MA N&F TRAM PLAN r ' SHOWNi 18 FOR GENERAL. LAYOUT ONLY • •SEE Div. 6106) SET A-I - TRJS6 LOADING •- SEE Dfv. 01fa@m1A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. RIDOF FRAMING SPACING,. 24' oc UNO 6. ROOF MTG..- EXTERIOR PER ELEVATION INTERIOR PER SECTIONL • 1 FRAMING PLAN KEYNOTES F -2 ) I F -3 ) F -4 ) F -5 r-, F -S ) F -9 ) F -I2 F -13 F -!4 • 1 RAFTER TAIL 2,4. VERIFY. • D. *CCP TAIL AND RACE OVER ANG PER RIOOF PLAN. Is. ALL LEADERS ARE 4xila DF 4 MO PROv1DE (I) T R1T•?• R STUD LAP TO 4'-0' SPAN ' AND (2) TRY'?'ER STUDS OVER 4' -0' UNTO_ SEE DIV. Q6100 SHEET A -I • • .` BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE D ly_6 SHEET A -1 RAKED PONY WALT ON TOP OF LO13ER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING M@'IDER3_ ALIGN EDGE OF JOIST UATW FACE OF WALL ALIGN INSIDE FACE OF REAM WITH OUTSIDE FACE OF WALL UP SET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP AB0vE JOISTS TOP OF BEAM IS FLUSH WIT}{ BOTTOM CF JOIST WITH NO TOP PLATE_ CUT ADJACENT FRAMING MEMBERS two BEAM FOR ADEQUATE SUPPORT. S , '•; - ATTIC SPACE VENT } ' £; ` ` � - SEE CALCULATION SEE Div. 010102 SI -IEET A -1 FLOOR JOIST - SEE SCH -EDULE DWG - SEE DIV. 6)6100 SHEET A -1 SEE ELEVATIONS APO SECTIONS FOR PLATE HEIGHT PRESSURE BLOCKING SEE DIv. 06I00 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEA EXTENDS DOWN BELOW JOISTS �•, 2x6 CEILING JOISTS • 24' CC TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR I VAC OVER BEAM AND BEAM BIJ PS DOWN BELOW JOISTS 2X6 OvERFRAT1** • 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING E POINT LOAD TRANSPERIN3 DOWN Itfj ▪ v POINT LOAD TRANIFERING DOWN LOADING HANGER POINT LOAD TRANSFERED BY KICKER HOLD DOWN WITH SIZE DESIGNATION vYRTiCAL STRAP WITH SIZE DESIGNATION TO DE USED ON FLOOR BELOW St19 _ . I4O1RIZONTAL. STRAP WITH 811E DESIGNATION �� " «: JN;�'�YR"ti�h,R:•1'vt r « N • : r' tr a vw , . J' s. ..:.. !t40. lN!' • t • Ex7eNt OP SWEAR IL LL TYPE CF $ AR WALL - WALL ADOv! WALL BELOW NcAlE UNLESS OTIIER1WeE NOTED. EN3INl1ERING AND yA CULATbOND Me NOT P1rovogp IN Nan PRAII!(l4S1. TITLE JOB INTO.: 990822) A SHEET 0 a OL . �J FRAMING: ,INSUTATIO : `° SOFFIT: (DIV. 7 ) TRIM(DIV. WINDOW: (WITH NO BIUCE MOLD) CORNER BOARDS: FASCIA: FLOOR CONSTRUCTION EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: 7) WOOD SIDING OW. 019OS) BUILDING WRAP. (D 7) w BUILDING S . FRAMING ZV '� 2 z BAfIV ATWOC v N: (DIV 7) WI INTEGRAL VAPOR BARRIER OWE: (DIV. II) •' f ` - .i/2 OW limmitilawnf� lit ima tetll rivi,Ij111 ?� aissolt>ommiumPorn inlismainfwimainilm J1IIIt111IItIltriilll 11111IIIl ill,l11111 t h)IIII�Iti1IAH1111114111l1 111i1Ji, /11111/1 111111 111Ntlt11111 1111111 1 _IIN1l 1U11111111111111}11111111N1111} 11g1 X111 It IN/li1li/if1111MMIlliitir/l1 ill1nu 11 1 111i�llt1i111141011111u!■tH�!i 1111 /1i1111�1it1i11INit11t111111i1ill It /111th NIIIMI1!►IUMI UM 111111111111111111 10111I11II1M� 11 11111 It 111101 i i N_ Liman + sump 11 f11Nti1111l111111Hiwilli'' .�.� -- 1 ' —wow 111111111 11111 1111111111111111111141r �tH _... :. conii/1 INIII I 1111 1F111i use ' 1! :. � _ IN 7 iii - "U�. -- ii �li� �s� us a!! . _ = ■11111 =I PRI 11111111 MI ! !o a �� pp i inn gut sow qu/iLIIFIt !l/1 1 IIMIIIHltrrmllmitltll l ► � 4 111111111111111111111lbos nstm .� /11 tvstu1/illl EMI I1/1111i161 tritlllNt�llu.�ii�11Miii mwv;:y 1 1t111/iti�1 .� �\ iNe i ! .111111 � • • i_ ■!! 11 ■ ; iR ■ p — � '11.!!!!!x �� — • 11 Slime /' imH! ! I�Iiit111111 r� � ' 1.1,1 =�! 1 11 l f a I�1'II,Ir/.1!LI;I L'1;1' mm� 'FRONT ELEVATION 1x4 OVER 1x6 TRIM — EXTEND CENTER 24 TO F'OR i4 TO SLF'PORT CENTER 6ECT!Ot•I OF RAIL. - a Qielt + >r. q, +, : , ... 4 . w. cy,• ?4n1YC'pli! r re . "Wit, •.•,111$ t. - '. .. A yR • . rroTY 7!F, +> , t rfn . y.. 1•,. 7N..wd: i A4 n. - •},+,µt.: i• `Ply, - I �iNi • to {r'•, RECEIVED crrV OF TUKWiu E,.28 2110', PERMIT CENTER Y 4 'k;1\1 g PLO \NG DIViS . • SHEET i 0901111 - M 4 1/ •• ; yyY t g • ' • - ,' - • 4 4 5 A ' -r ti. O APA LATERAL RESTRAINT PANEL 3/13% 1.47 - 1000- 08100 Pitl4 MADE 4 FOU DATiO D Al 3/4•zf-0r MINT SLAB METPAN PLACE PRIOR TO BAL707.LPG, 140 NSLLATICN BETMEN BAaEeNT ' AB AM STEM WALL TOP CPS AB TOP OF OP FT m FOU 3/4'"i(f -O' • • , 2'-0' •Y • DATIO D CLEAR • • 1 6. • t. • r Alb .nu i/1• CLEAR • • a • , v " 1/1 AB. IIP 2)2'X3K' SII STEEL PLATE 11416149I6 • 4'4P OL. (DN. 3 SWEET A-V D(CE'Pt A. NOTED ON SWEAi■IAIi. 110411XLE T Psi R3'SED. (2) 44 ern • TOP �+ ✓ MITT sAtt • 4r cc (DIV. 3 SWEET A-I) 4 4 VERT. J AR • 6' oc (DN 3 SEPT A-i) 44 NOM EAR •10'oc oVERAP Mk) (DN. 3 SUET A -i) (DIV. 3 SHEET A -U TEWITLEE I { ll iI "1 ='uZl= — ow 111 rI1 -= l;jlll = 1111 1111 -11 1111 =.nnl- ,,, ' C 11ii ;1!111 1 '11E711 ,1 "'Iil l {I: 4' P'ERF. FTYs GRAN IIfLT®R N 24' ( A vE (DN- 2 eIw A-I) (4) 44 EAR COOT. (DN. 3 SW A -i) SOLID eUBSTitATE 4' GONG. SLAB OVER 4' FROCK OVER VAPOR D& OR KEPPEO FOUNDATION DETAIL ADD BARS TO MIAT04 RIEMORRCi i PER PL446 1.1E OF EXCAVATION m m CRIPPLE WALL o FOUNDATION 3/4%1-0' 081L1O•00300- 0&_T.1 ;a9-I A • - '(0 ____ TY P FLOOR PROP1NG PER PLAN ' (DN. i SNFET A 1YP. DOOM WALL CONVIRICTiOM FIN PLAN (DN. 6 SHEET A-I) RIM BOARD CRFP L.E WALL (DIV. 6 SWEET A-I) I C: 1 1 ) C *if • ENE FOIIDATION DETAI1.(6) CRIPPLE WALL o FOUNDATION 3/4uat'-0r _-TJi 1111,TAITIIITITOWN110a 1�} iIII)h nuu 8/4"4.X' 4 • FOUNDATION DETAIL I II _ • FURRING DETAIL 3/4"4-0* •; • 1111 - , I i =1li VA 3 I/2' D O , TaT�T�1�TAf�i�Tt ►_ i /1( 1111111 0 4 • - • rj MCP OF FTC, O 3 4! 1 112' CLEAR FOUNDATION DETAIL �sd • e •' • 2x N AIL I 7704 TOP PLATE WARNE DOOR NCR -N'- AN PO NMI RI ESE) MAL WEANS* TO FOR a1/ Ad NAL •1'OL WILL ED NNO ON SIR •ALL AG • 7 -2144 1111pb•ML RE e ATIN W Id UI OI MA • Y O. TO OCR MD UN 0 BR B WALL gam LL A •AI. adMALI•3'OC.•A PLTB. NPR, • UX UMNO Ol SHR TALL 904ED 2 2k4 AT AMT' SNEA114142 JOWT /A6' 0.61. II. ATWI NG (P164-) (P164-) ARM T1E ANOICR (NAIL WARD TO WARD FORT EDO tP AFTER CCPCIETE CUES.) ' NNE 36-WM . NAILS EACH IMO 2-044 PLATES. NAL WE TO EA PLATE (2)'J.V •AD WMkT ' EMMEC 8R UNO. CN 1114R M .L 80ED COIVTIt4JOU6 FOOTS* • 0 1 1 1 1 1 0 0 •0 0 0 0 0 - 1 1 2 '01 0 ' A D A M rXrX3116' SSG. WPM PLATE 11141614146 • 4'-O' O.C. (DIV. 3 BEET A -I) EXCEPT A6 NOTED ON SEAWALL Roe Mk mew. 1 mew. • ' V Z -BARS • 24' oc 3 Sec OUT NrO SLAB V vlRT. OAR • RP oc (DN. 3 *MET A -I) V WORE BAR • EY oc (DiY. 3 S EET A -I) • VERT. .)-BAR • e' oc SI U . (DIV. 3 T A - V EL BA NOR • we cc r-e• PIMA. (Maw • (DIV. 3 MEET A-U 6I (DIV. 3 EET 4-I) TIGI1TLNE ; L .' 16' 4' PEEP. PIM MAN It ILT8R (4)•4 NT BAR CA (DN. 3 BEET A -I) SUBSTRATE 60LSUBSTRATE 4' CON. SLAB OVER 4' ROCK OVER WPC* wore - Ioe$ oa00000-z$ M' CANiiLEVER FRG AT FOUNDATION 8/4%/4.0' 00100481100-02._T.11 TiP. BOOR FRAMING PER PLAN OVA %EV A-I) OLOCKNG OvER BEAM RlEM1 PER PLAN SCAR TOCIETHEItIW NAILER EA SIDE AT SEAM SPLICES %I 1 2114 SOAR EACH SOE POST PER PLAN O•ER ,M.RVIATRAL CON T. FOOTING FIR RAN MAT POORTG PPR PU N ) (2) CSR. V BAR ADS TWRIPET TO POOT1tl FOR POSITIVE 'CAo/cT1O4. rem JlINKIDICTI /4/4. TI TIP. EXTERIOR WALL cO'ki1i1Gncw PER PLAN (DIV.* Sari A -U TYP. FLOOR FRAMING PER PLMN (DN. 6 SW A - ��SLL�II�D E a SUPPORTS GGMI ION lev ee JONT • RPI BOARD r COET. SOFFIT VENT 112' I17R46 I PLYWOOD • SORT TREAT Mt ID SILL SEE FOINDATION PETALS �0'A Q$04"1.TJI L 1 FOUNDATION DETAIL 4'z?-O' '11x1 -O' 0 M SEE Xi/CATION PETALS PER (DNia n 4rC G OYERrROCKO R WA* SWIM - *40 ISM 11 111E1000 1 292 ' 0 TREATED PLATE COW 41110040000 - 111 T1 ac& DXTFJRiOR WALL CONSTRUCTION PER PLAN (DN. 6 SW A-I) AA r A SPACE EA OU LU% PAPER IIOOrI I ETD MA6@Rr v@EER (DIV 4 Ohm AI) �a \ TE TO PRAPRIG EV. 2 SQ. Fr. I MASONRY velEek . _' „` COLT- ROBING IMEEP MOLES • 4'.42' O.C. AT 1W ILL (DN. 6 SW A -i) FOIDATION PETALS 6' MN. N3IF-r O/ GRADE CONTOURS NOTE T146 OPTION CAN - NOT BE USED AT SHEAR SAL LE. TJI TIP FLOOR RUSTING PER RAN (DN. 6 SWEET A-V TYP D(TR:RIOR MALL C046TIMICTION P*1t PLAN (PN. 6 MEET A -I) LCCATE N MEMBER • CLOCKING OR JOIST • MALL RIM BOARD - RatRNG KAU. r AIR SPADE VAPOR BARRE R SEE FOJDATION DETAILS TJI PERK Mgt 6 6WNEET c 4' CONG. SLAB OVER 4' WEAvIL 13E12 (Div. 3 BEET A -I) TREATED MD 6LLL ('IV 6 OAT A-V SEE POINDATION DETALS fir: a.: • • • 3/4‘4-0* ;41i TTT. ID4v. SOW A-U . . — KAMM ■ALL (DIv. 6 SNIT A-U kW,r'Aa•4 OC. INV. 3 SLAP GM MACE PER RAN (DN. 3 OOP A-0 VAPOR SARRE. cam MEAD FIG PER RAN (DIV 3 MEET A-4) • 4 a) V OAR CAONT. (DN. 3 MET A FOUNDATION /FRAMING CONNECTION a/4•f-0' EXT DOOR AND FRAME (DN. a Oar A -U DOOR NO B= FLAMING Al RECT. (DIV - 1 SHEET A-I) MERVE6TR4L FL.AS O G 4' COI. SLAB OVER 4' GRAVEL en) (DRY. 4 SI. T A -I) 242 TREATED TiIESHIOL D TR 1 R!1 JOIST TREATED MID SILL (DM 6 BEET A -U V AMT. PE-5.4R FROM STEM WALL St1EBED INTO SLAB TTP. FLOOR FRAMING PER PLAN. (DIY. 6 SHEET A-I) EXT. DOOR THRESHOLD DETAIL 3/454-0r TJ1 MIL 11112TN TREATED MID SILL HANC,fTR PER MFG TIP. FLOOR FRAMNG PER PLAN PD+V. 6 SWEET A -I) !OCT. DOOR AND MA (Diy. I SHEET A-I) DOOR T3af1E6HMOI.D RASING A6 REIM (DiV. 1 SW A-I) PE RVESTRAL R ASMNG 4' GONG SLAB OAR 4' GRAVEL EED (DIV 4 isms A -I) TREATED MD SILL (DNS 6 SNIT A -I) r AIRSPACE TM. 44 VERT. RE -BAR FROM Ste 44U- STUBBED WO SLAB POET AMb BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TYP. FLOOR RRM41Ya PER FLAN (DIV 6 SWEET A -I) TYP. EXTERIOR WALL CON*Ti1UCTI04 PER PLAN (DIV. 6 SWEET A -I) TREATED MC SILL .J SEE r01fOATIO4 PETALS POST MD DEAN PER PLAN 041100.03300.06....T.A FOUNDATION DETAIL 3/4 S%4 •4r PER PLAN TOP CF SURD • 1~R,411ING PARALLEL TO STEM WALL F4!'11NC PERPEKICULAR TO STEM WALL • Yr•x10' AB r 7)2'4!/16' AQ STS PLATE EWER, • 4 OC. (Div 3 16410 41) Dart 46 NOTED 04 SWEAAY.L 00 4224LE t• Pot EMBED 44 +•ORZ BAR i0' OLD r4• WIRIER 0V134.AP (DN. 3 SHEET A -I) V ART WAIN* A6 STUB STEEL WACO& (DN. 3 SHEET 4-1.1 TIC•(1LEE DAIIPPROOFNG (DN. '1 SI$T A-LI ✓ STte STEEL FROM F • 16' OC. (DV 3 BEET A-1 4' PEiF. FTC. DRAW JOLTER M 24' GRAVE. !'JED (DN. 2 BEET A-I) SOLID 3Le6TRATE (2) •4 DAR 0018. (DN. 3 SHEEET A-I) RIM 150AFC, FRAMING/FOUNDATION DETAIL 1 1/•••E' AB B' ))X73l16' 612 STEM PLATE WASTERS • 4'-O' OL. (DN. 3 &CET A-I) EXCEPT MOOTED ON SEAWALL BOWIE T MN EMBED. (1) K EAR • TOP ✓ 1)ElT. BAR • 7' oc (DIV. 3 SHEET A-P % ART. J-BAR • 4' oc (DN. 3 ffiaEET A - V I4ORZ BAR • I0' r- I OVERLAP (MIN) (DN. 3MEET 4 -1) VBAR•2' (DN. 3 SIET A -U TI MTLNE CANTILEVERED RETAINING WALL 4' POE FTrs. DRAWN IL LIER 01 24' CiIiAVEI DED. (DN. 2 $ISLET A (4)% BAR car. (DN. 3 BEET A - SOLID WIET6TRZA•E 1/24xiD' AE4 IV 2)2')(3(16' S[1 STEEL PLATE 11346NER,S • 4'-0' OZ. (DN. 3 SHEET A -U DGCEPT A6 NOTED ON ShEARSALL SCI*D(I E 1' IIt EMBED V Z - OAR!) • 24' oc 3'1 BOO OUT INTO SLAB [IV 44 TERI. X42 • ID' oc (pN. 3 !WISP A-I) ✓ )4ORZ. BAR • Er oc (DN 3 SWEET A -I) SVERT.J BAR •V (poi. 3 S EET A ✓ NORZ BAR •C r OVERLAP (MIN) (DN. 3 SHEET A - 4 4 DAR • 2' oc L•2' -6' (DN. 3 SHEET A - Tic4TI. E SCLID SUBSTRATE 4' PEW. PM. DRAIN WALTER Tr. FLOOR PRAMM PER PLAN. TREATED PID SILL 1 Tr.. EXTERIOR WALL CCNSTRLIC1104. LOCATE ENEATNING JOINT • CCPTICN MEMBER PIN PLAN (Vv. ISEET A-I) COTIC14 MEMBER PONT LOAD EEARICI PER PLAN RECEIVED CITY OF TUKWILA 'TREATED MD SILL • FLOCR PRATING 49E141416 cepirecl cs i uoRdPoseo I NOTE THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS, NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS Kappler Architects P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 V TtiLE .NOT SHEET it 4 1/ •• ; yyY t g • ' • - ,' - • 4 4 5 A ' -r ti. O APA LATERAL RESTRAINT PANEL 3/13% 1.47 - 1000- 08100 Pitl4 MADE 4 FOU DATiO D Al 3/4•zf-0r MINT SLAB METPAN PLACE PRIOR TO BAL707.LPG, 140 NSLLATICN BETMEN BAaEeNT ' AB AM STEM WALL TOP CPS AB TOP OF OP FT m FOU 3/4'"i(f -O' • • , 2'-0' •Y • DATIO D CLEAR • • 1 6. • t. • r Alb .nu i/1• CLEAR • • a • , v " 1/1 AB. IIP 2)2'X3K' SII STEEL PLATE 11416149I6 • 4'4P OL. (DN. 3 SWEET A-V D(CE'Pt A. NOTED ON SWEAi■IAIi. 110411XLE T Psi R3'SED. (2) 44 ern • TOP �+ ✓ MITT sAtt • 4r cc (DIV. 3 SWEET A-I) 4 4 VERT. J AR • 6' oc (DN 3 SEPT A-i) 44 NOM EAR •10'oc oVERAP Mk) (DN. 3 SUET A -i) (DIV. 3 SHEET A -U TEWITLEE I { ll iI "1 ='uZl= — ow 111 rI1 -= l;jlll = 1111 1111 -11 1111 =.nnl- ,,, ' C 11ii ;1!111 1 '11E711 ,1 "'Iil l {I: 4' P'ERF. FTYs GRAN IIfLT®R N 24' ( A vE (DN- 2 eIw A-I) (4) 44 EAR COOT. (DN. 3 SW A -i) SOLID eUBSTitATE 4' GONG. SLAB OVER 4' FROCK OVER VAPOR D& OR KEPPEO FOUNDATION DETAIL ADD BARS TO MIAT04 RIEMORRCi i PER PL446 1.1E OF EXCAVATION m m CRIPPLE WALL o FOUNDATION 3/4%1-0' 081L1O•00300- 0&_T.1 ;a9-I A • - '(0 ____ TY P FLOOR PROP1NG PER PLAN ' (DN. i SNFET A 1YP. DOOM WALL CONVIRICTiOM FIN PLAN (DN. 6 SHEET A-I) RIM BOARD CRFP L.E WALL (DIV. 6 SWEET A-I) I C: 1 1 ) C *if • ENE FOIIDATION DETAI1.(6) CRIPPLE WALL o FOUNDATION 3/4uat'-0r _-TJi 1111,TAITIIITITOWN110a 1�} iIII)h nuu 8/4"4.X' 4 • FOUNDATION DETAIL I II _ • FURRING DETAIL 3/4"4-0* •; • 1111 - , I i =1li VA 3 I/2' D O , TaT�T�1�TAf�i�Tt ►_ i /1( 1111111 0 4 • - • rj MCP OF FTC, O 3 4! 1 112' CLEAR FOUNDATION DETAIL �sd • e •' • 2x N AIL I 7704 TOP PLATE WARNE DOOR NCR -N'- AN PO NMI RI ESE) MAL WEANS* TO FOR a1/ Ad NAL •1'OL WILL ED NNO ON SIR •ALL AG • 7 -2144 1111pb•ML RE e ATIN W Id UI OI MA • Y O. TO OCR MD UN 0 BR B WALL gam LL A •AI. adMALI•3'OC.•A PLTB. NPR, • UX UMNO Ol SHR TALL 904ED 2 2k4 AT AMT' SNEA114142 JOWT /A6' 0.61. II. ATWI NG (P164-) (P164-) ARM T1E ANOICR (NAIL WARD TO WARD FORT EDO tP AFTER CCPCIETE CUES.) ' NNE 36-WM . NAILS EACH IMO 2-044 PLATES. NAL WE TO EA PLATE (2)'J.V •AD WMkT ' EMMEC 8R UNO. CN 1114R M .L 80ED COIVTIt4JOU6 FOOTS* • 0 1 1 1 1 1 0 0 •0 0 0 0 0 - 1 1 2 '01 0 ' A D A M rXrX3116' SSG. WPM PLATE 11141614146 • 4'-O' O.C. (DIV. 3 BEET A -I) EXCEPT A6 NOTED ON SEAWALL Roe Mk mew. 1 mew. • ' V Z -BARS • 24' oc 3 Sec OUT NrO SLAB V vlRT. OAR • RP oc (DN. 3 *MET A -I) V WORE BAR • EY oc (DiY. 3 S EET A -I) • VERT. .)-BAR • e' oc SI U . (DIV. 3 T A - V EL BA NOR • we cc r-e• PIMA. (Maw • (DIV. 3 MEET A-U 6I (DIV. 3 EET 4-I) TIGI1TLNE ; L .' 16' 4' PEEP. PIM MAN It ILT8R (4)•4 NT BAR CA (DN. 3 BEET A -I) SUBSTRATE 60LSUBSTRATE 4' CON. SLAB OVER 4' ROCK OVER WPC* wore - Ioe$ oa00000-z$ M' CANiiLEVER FRG AT FOUNDATION 8/4%/4.0' 00100481100-02._T.11 TiP. BOOR FRAMING PER PLAN OVA %EV A-I) OLOCKNG OvER BEAM RlEM1 PER PLAN SCAR TOCIETHEItIW NAILER EA SIDE AT SEAM SPLICES %I 1 2114 SOAR EACH SOE POST PER PLAN O•ER ,M.RVIATRAL CON T. FOOTING FIR RAN MAT POORTG PPR PU N ) (2) CSR. V BAR ADS TWRIPET TO POOT1tl FOR POSITIVE 'CAo/cT1O4. rem JlINKIDICTI /4/4. TI TIP. EXTERIOR WALL cO'ki1i1Gncw PER PLAN (DIV.* Sari A -U TYP. FLOOR FRAMING PER PLMN (DN. 6 SW A - ��SLL�II�D E a SUPPORTS GGMI ION lev ee JONT • RPI BOARD r COET. SOFFIT VENT 112' I17R46 I PLYWOOD • SORT TREAT Mt ID SILL SEE FOINDATION PETALS �0'A Q$04"1.TJI L 1 FOUNDATION DETAIL 4'z?-O' '11x1 -O' 0 M SEE Xi/CATION PETALS PER (DNia n 4rC G OYERrROCKO R WA* SWIM - *40 ISM 11 111E1000 1 292 ' 0 TREATED PLATE COW 41110040000 - 111 T1 ac& DXTFJRiOR WALL CONSTRUCTION PER PLAN (DN. 6 SW A-I) AA r A SPACE EA OU LU% PAPER IIOOrI I ETD MA6@Rr v@EER (DIV 4 Ohm AI) �a \ TE TO PRAPRIG EV. 2 SQ. Fr. I MASONRY velEek . _' „` COLT- ROBING IMEEP MOLES • 4'.42' O.C. AT 1W ILL (DN. 6 SW A -i) FOIDATION PETALS 6' MN. N3IF-r O/ GRADE CONTOURS NOTE T146 OPTION CAN - NOT BE USED AT SHEAR SAL LE. TJI TIP FLOOR RUSTING PER RAN (DN. 6 SWEET A-V TYP D(TR:RIOR MALL C046TIMICTION P*1t PLAN (PN. 6 MEET A -I) LCCATE N MEMBER • CLOCKING OR JOIST • MALL RIM BOARD - RatRNG KAU. r AIR SPADE VAPOR BARRE R SEE FOJDATION DETAILS TJI PERK Mgt 6 6WNEET c 4' CONG. SLAB OVER 4' WEAvIL 13E12 (Div. 3 BEET A -I) TREATED MD 6LLL ('IV 6 OAT A-V SEE POINDATION DETALS fir: a.: • • • 3/4‘4-0* ;41i TTT. ID4v. SOW A-U . . — KAMM ■ALL (DIv. 6 SNIT A-U kW,r'Aa•4 OC. INV. 3 SLAP GM MACE PER RAN (DN. 3 OOP A-0 VAPOR SARRE. cam MEAD FIG PER RAN (DIV 3 MEET A-4) • 4 a) V OAR CAONT. (DN. 3 MET A FOUNDATION /FRAMING CONNECTION a/4•f-0' EXT DOOR AND FRAME (DN. a Oar A -U DOOR NO B= FLAMING Al RECT. (DIV - 1 SHEET A-I) MERVE6TR4L FL.AS O G 4' COI. SLAB OVER 4' GRAVEL en) (DRY. 4 SI. T A -I) 242 TREATED TiIESHIOL D TR 1 R!1 JOIST TREATED MID SILL (DM 6 BEET A -U V AMT. PE-5.4R FROM STEM WALL St1EBED INTO SLAB TTP. FLOOR FRAMING PER PLAN. (DIY. 6 SHEET A-I) EXT. DOOR THRESHOLD DETAIL 3/454-0r TJ1 MIL 11112TN TREATED MID SILL HANC,fTR PER MFG TIP. FLOOR FRAMNG PER PLAN PD+V. 6 SWEET A -I) !OCT. DOOR AND MA (Diy. I SHEET A-I) DOOR T3af1E6HMOI.D RASING A6 REIM (DiV. 1 SW A-I) PE RVESTRAL R ASMNG 4' GONG SLAB OAR 4' GRAVEL EED (DIV 4 isms A -I) TREATED MD SILL (DNS 6 SNIT A -I) r AIRSPACE TM. 44 VERT. RE -BAR FROM Ste 44U- STUBBED WO SLAB POET AMb BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL TYP. FLOOR RRM41Ya PER FLAN (DIV 6 SWEET A -I) TYP. EXTERIOR WALL CON*Ti1UCTI04 PER PLAN (DIV. 6 SWEET A -I) TREATED MC SILL .J SEE r01fOATIO4 PETALS POST MD DEAN PER PLAN 041100.03300.06....T.A FOUNDATION DETAIL 3/4 S%4 •4r PER PLAN TOP CF SURD • 1~R,411ING PARALLEL TO STEM WALL F4!'11NC PERPEKICULAR TO STEM WALL • Yr•x10' AB r 7)2'4!/16' AQ STS PLATE EWER, • 4 OC. (Div 3 16410 41) Dart 46 NOTED 04 SWEAAY.L 00 4224LE t• Pot EMBED 44 +•ORZ BAR i0' OLD r4• WIRIER 0V134.AP (DN. 3 SHEET A -I) V ART WAIN* A6 STUB STEEL WACO& (DN. 3 SHEET 4-1.1 TIC•(1LEE DAIIPPROOFNG (DN. '1 SI$T A-LI ✓ STte STEEL FROM F • 16' OC. (DV 3 BEET A-1 4' PEiF. FTC. DRAW JOLTER M 24' GRAVE. !'JED (DN. 2 BEET A-I) SOLID 3Le6TRATE (2) •4 DAR 0018. (DN. 3 SHEEET A-I) RIM 150AFC, FRAMING/FOUNDATION DETAIL 1 1/•••E' AB B' ))X73l16' 612 STEM PLATE WASTERS • 4'-O' OL. (DN. 3 &CET A-I) EXCEPT MOOTED ON SEAWALL BOWIE T MN EMBED. (1) K EAR • TOP ✓ 1)ElT. BAR • 7' oc (DIV. 3 SHEET A-P % ART. J-BAR • 4' oc (DN. 3 ffiaEET A - V I4ORZ BAR • I0' r- I OVERLAP (MIN) (DN. 3MEET 4 -1) VBAR•2' (DN. 3 SIET A -U TI MTLNE CANTILEVERED RETAINING WALL 4' POE FTrs. DRAWN IL LIER 01 24' CiIiAVEI DED. (DN. 2 $ISLET A (4)% BAR car. (DN. 3 BEET A - SOLID WIET6TRZA•E 1/24xiD' AE4 IV 2)2')(3(16' S[1 STEEL PLATE 11346NER,S • 4'-0' OZ. (DN. 3 SHEET A -U DGCEPT A6 NOTED ON ShEARSALL SCI*D(I E 1' IIt EMBED V Z - OAR!) • 24' oc 3'1 BOO OUT INTO SLAB [IV 44 TERI. X42 • ID' oc (pN. 3 !WISP A-I) ✓ )4ORZ. BAR • Er oc (DN 3 SWEET A -I) SVERT.J BAR •V (poi. 3 S EET A ✓ NORZ BAR •C r OVERLAP (MIN) (DN. 3 SHEET A - 4 4 DAR • 2' oc L•2' -6' (DN. 3 SHEET A - Tic4TI. E SCLID SUBSTRATE 4' PEW. PM. DRAIN WALTER Tr. FLOOR PRAMM PER PLAN. TREATED PID SILL 1 Tr.. EXTERIOR WALL CCNSTRLIC1104. LOCATE ENEATNING JOINT • CCPTICN MEMBER PIN PLAN (Vv. ISEET A-I) COTIC14 MEMBER PONT LOAD EEARICI PER PLAN RECEIVED CITY OF TUKWILA 'TREATED MD SILL • FLOCR PRATING 49E141416 cepirecl rro i ., ' �� ,, Imo' i 01N11 I r. �.r I ud!ea 1 NV I t I HIS IS A STANDARD DETAILS SHEET PREPAIRED FOR SINGLE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS. THIS DRAWING IS © COPYFIGHT AND IS THE EXCLUSIVE PROPERTY OF THE APICHITECT r. Kappler Architects, P 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 mE JOB No.: ,, SHEET D 2 4_ • n9 , • 4. 14 4 L • es. r TYP. DECK CROSS SECTION 2x PONY WALL 4x DEAN Sus TO TEDUCE WIDER OF POOPS • 2 STORY ca' ' ON OR WIN POSTE E»C 4 IN LfP T14 SCAR W( 2X4 EA '.TIDE • ax (2' GREATER DEHIr THAN MOIST!) F666N LANDSCAPE GRADE TOP OF PIER ;UMW MTN PIN ete GRADE (3' BELOW MON LArCSCAPMIGs) ADO.* PIP*01411D 2•2 • 6 Sr OC (CLLR DOT MIN , TTOaCOMP ISLOOGNS OVER OPPORTS B✓4 x 4 TK CAR OCR* ATTACH LEDGER w' 2 T6006 OP IJ2' LAG BOLTS AT l6' oc 1YP. T,p PLOOR MAIM PER PLAN ON SOLID dEISTRATE 00200-0e00111JJ L FRAME OVER WALL DETAIL 3/4'f-0' SECTION 0 BEAM 3✓4'4 -Dr L ISADIt0011 Mt 6'4', WIDTH Mt 3'.4? PER UDC 1004.8 2. MAC* V MN R11ER6 S MAX WEIGHT L+. MAPOR P AIL M . f4' TO X 31' MOVE 'ft* NONN1 �W p 1�1I VP rot TO 2' MAX GROW SECTION ' I I!J' MIIL CLEAR PROM SALL, M. IN* PER ( C SEC 10063 • SOW - 01150 6' ABOrE Sc?. MEAL OR Q mE K01M 141IL TPIPIIC.it EOM corTA1GTlCw r Mt CU! PIOR ,ei1Is tat BLOr,TKJNTi MBI (1) 2 Vr • MIS WRIT SCRIM ElvAT1Qi DPOE0 TTid6 TAL 2x BLOCKNG GALE. • CEILNG T1T.G11RER FASCIA PER B.EVATIAl ' h r. D(1ERIG* WALL GQ STITI CTIAU RAINING (VW ..1 DTL OR CARVER TRUM6 (PER PLAN) (1Y) ROOF O0 STRUC.TION FR /INS PEt PLAN 14 •46' OUTSSCE FACE OF WALL 2' Mt CLR FOR VENTILATION TEAM FER PLAN RAFTERS PER PLAN 001004790D -16 SICTLKia, SIZE PER PLAti PROvIDE FLAMING A61tfcarENDED dY My. 2x6 C URB TYP. 2x4 • ROOF AIp FRO** t•Tree S TYP ROOF FRAMtE, PER PLAN SKYLIGHT FLARE WELL DETAIL WALL STUDS BEYOND Da. JOT, BLOCK AS SEE PLAN �DED 4- SEE PLAN FOR rT . RISE 1 RIN DfIIINSI0N6 3/4' PLYNOOD RISER 14S' NAItflCOARD TREAD WITH EASED No6NG 3 2x 6TI INGERD M. IMO. C5111R SITRIGER WITH 2 - 2x4 $1RONA BACK TYP. ML WALL STRINGERS II)/ (2) lid TO HALL. STABS TYPE 'x' GIU*. AS IEal* D ea mom BELOW 2x KXXER PLATE 4 *TALL FIRE TOP 1 BOTTOM 1 ADJACENT SWUM PER UDC NEC VW MitiA6 � . USE 2 YL#6 I " I +' Ir. 4 i!T OPBO tE 1O! STAIR SECTION DETAIL 3/4"4-0" • . ,0•2004.11:10.01 1 EAVE DETAIL 3/4"4-0 . PER PLAN GABLE END DETAIL 3/4'4-0' TYPICAL ROOF CONSTRICTION Tlel PER ELEVATION DAME DOA PER ELEVATION 2X4 BADGER FOR DAME - NAIL T1i11J 9KIP 61lATHNG Ikrw lbd • OZ. TIP 2X4 OUTRIGGERS • 4' OC. ITN 2X2 DE RIEEN FOR TIM1 TYP EXTERIOR WALL CCN$TRJCTKQN TYPICAL ROM CON*TRUCTICN TRIM PETt ELEVATMS DIKE TIT. SEE ELEVATION 2X4 SACKER FOR BARGE - 1A, T111I 64E044 WITH lid • ac flP. 2x4 °UTilIGGEl* • 4' oc WITH 1x2 eE tEEN FOR SW 0/.00(14G AT CLING LNE J 2.4 LEDGER • NT. CELNI LlE (TTT. EXTERIOR WALL COETRICT1014) 1:441.LO0N FRAME c+AeL* ND WALL. ''08101)411110043 EAVE DETAIL 3/4'4-0' EAVE DETAIL k+ 1' TYPICAL INDOF OGNeTRJCTION 2' M c ft l R VBNTIIKi NI • 46' OC. AT u o c 4 6 ec41ECI LE t ''� 2X DLOa(NG Wni (3) 2.. P P P Vk 0 NI wait, WTN eCICEN 1X6 eLOC2CNG TIP ExPOeED P.AFTdt TAIL TTP. GUTTER FA$GIA PER ELEVATION TYP. EXMOOR UU4.L C:GN611CIGTION • +b_ 0e101147 300.03 1 1 MAR 2 g 2©Q0 r1y B; III n1NG CITY OF TUKWILA tLd 2 8 2000 00100-011004. PERMIT CENT E F, I '- a z, w • • 44414 • • r :. • • • c c • • ti J f•: �.. • • 6 -Aw • rti: a ✓ $. • • S { • k -. aRf • .t • • • i s a' i u • 4 .;T • • 4 v { • t., • dr •■•■./ a7am ■••a '' Imo ?A.• ammo x''6 & U Ter • SHEAR WALL FLOOR PERPENDICULAR TO I OOR JOISTS 3/4544' Oe110111 • • • M- TA R.00R COI /UNCTION • • 4 b•. er< • VW_ SALL OCEERINtIMIN Phi MILL KAMM PER OCREDILE FLA* MAYS TJI eloacMS � T gir • • SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4'44 0 .., , APO •• • ►411,q1b M. Y4'$'!1 ATM I 4:e4 I Mi WP , =.. it W IRV m SHEAR WALL PARALLEL TO FLOOR JOISTS SHEAR WALL PERPENDICULAR TO FLOOR JOIST -OFFSET CONDITION 8/454-0 17070-0efr04s 'X j SH EAR WALL PARALLEL T 5.00R JOIST - OFFSET QOPICor IQN sg- Ay 9 JT 1 141 1 It'd r C. 01 Mi ED MICIIIttLavaa L ME PA ELM L.MO PIP TA =CAM TTP. TA FLOOR COOTRICTIOI M- SALL CT10N MIN BALL SMIAMING PER 60EVILE COTTON PLLA��AT•�E�'�NA �P�Oy�� '" PER 61i�.L ISCIEDWG PANEL EDGE 4 MILD NALNS PER OGIEDLLE - TJI FLOOR JOISTS PER PLAN 14.194 TA FLOOR JOIST al MALL TOP PER�PEAA1•I L SCiELl1.! r p Td FLOOR C.CAIMPACTICN TYPP MALL CCOORI CTION MITH • MALL SWIMS PER SGEDWE • NAIL ROOK &CAMPO IO d • 6' of EDGER. IV d • 16' o d. FELD CLOCK ALL EDCAs6 ,�Od•i'oa ;PM= TO BLOCKS* COTTOM RATE NAU G PER SI'EAAALL SOMME PAWL EDGE t FELD HALM 'PER 60EIMILE TA CLoa(,Ta ELOCK ALL 'LDGE6 PMB. EDGE • FIELD NALW PER SCI®LLE TOP ITE HALM PER MAMALL dGEDLL..E M. SALL 02467IicTICN MTFI (MOLL a$EATIOG . 6C IEDLLE NAIL ROOK 61EATNI G THI6 AEA PM ▪ d • b' oc. EDGES IO d•WY ea. PELD ;CLOCK ALL EDGES B OTTOM RASE NALNG PER SIEA LIALL SCHEME PANE- EDGE 4 FELD NAILING 'PER 6CIBDI a TA FLOOR JOISTS PER PLAN TA ELOCIOIG • ALL PAWL IMP PAWL ElEGE 4 FELL NAILN6 P R SCADALE • TOP PLATE NAILNI PER ONNA INAL 6CNFDU.E TYP. MALL CCOSPI CtION 611114 TALL 6NEATIING P6! bd®ILE E r r e , s . . i,.' _wWl .. . t ,,,,,,, ki e, 0 O • 411 411 1•1 ilb•f • - EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 rou ' NAIL FLOOR SHEATHING 6116 AREA ITT14, OLOCK ALL EDGES 110110N PLATE HAUG PER IINEAREMLL SOWS: EXTERIOR SHEAR WAL1. PARALLEL TO FLOOR JOISTS 41 S44111 rode I WA I 1 401 I WALL telEATNI4G PER SCHEDULE CANTILEVERED FLOOR JOIST DCAELE STUDS AT NOLDC11 TrP. WALL cooneucno4 arm tau SWATS** PER SCSEDULE Typ. TA FLOOR COETIMICTICW SPIPSC61 40.1)00•4 PER PI-AN AND PEARSALL SCHEDULE 1114./A WALL 8011:131LE teR AMR DETAILS FOR 0 v at ia ltfrit WALL. HOLDOWN TIP EAMON EAU. GCSIONILICTIO4 TOP TA FLOOR 0241111111,10104 26A PAIS. EDGE &COOP Tar _NAILS* PER SEAMIAU,.. SCHEDULE PAWL EDGE MD MARIO PER SCIECALE 11714 II14LL sea** PER SCSOCUE ITT. TA R.00R CC443144.CT1424 2,14 Pe•EL EDGE ELDCKtO 1661.1. fINEAT400 PER 6CNECALE 111.. TA FLOOR OZTOTOUCTIC14 OOTT01 PLATE HALING PER SCHEDULE TOP PLATE 1•4ALING • Pt co W 0.0111111 Tab Td104•0110411 verve 0. remoi SEE PLAN SHEAR WALL PARALLEL TO FLOOR JOISTS o FOUNDATION WO eeeo ifiliT411~/ITIMMOT411$ if ."1 Au. propriATI01_ 1146 1104 PLAN& • CO CV 1 $ • 0 Mob J1.- D A .11.Ni. • JL 2.000 SIMARRALL 110413%1A TCP PLATE NAILING POT 64.11111•111. SOIEMILE Pr APCH PUMA FOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS • FOUNDATION 3/4 141 111411 SWATHING PER SCHEJAILE Tr? TA R.00R CCASTFMCTION INOTTC11 PLATE MUG TOP FtATE HALM Trp. TA FLOOR c.‘wevarna4 TTP. EXTERIOR PALL CONSTMICTICN SOTICIT•I PLATE HALM PER 51#.001d41.1. mecum PIP SEAWALL. SCIETALE CRIPPLE WALL (DNA') MEATH CRIPPLE NALL SEE ARCH. CETAA.5 FOR FCANDATION C041:4110145 SHEAR WALL o CRIPPLE WALL osslow CRIPPLE 4141 (DM 6) PAWL EDGE 4 FIELD HALM PER SOEDULE ANCHOR BOLT PIM • SHEAR WALL 0 CRIPPLE WALL - INTERIOR UN OF TUMILA APPROVED RECEIVED CITY OF TUKWILA FEB 20114 PERMIT CENTER CE gzr,' ci 4 5 Ee 5i$3; ' J08 NO. ; SHEET i, P, F A. Ta JOIST DETAILS '- a z, w • • 44414 • • r :. • • • c c • • ti J f•: �.. • • 6 -Aw • rti: a ✓ $. • • S { • k -. aRf • .t • • • i s a' i u • 4 .;T • • 4 v { • t., • dr •■•■./ a7am ■••a '' Imo ?A.• ammo x''6 & U Ter • SHEAR WALL FLOOR PERPENDICULAR TO I OOR JOISTS 3/4544' Oe110111 • • • M- TA R.00R COI /UNCTION • • 4 b•. er< • VW_ SALL OCEERINtIMIN Phi MILL KAMM PER OCREDILE FLA* MAYS TJI eloacMS � T gir • • SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4'44 0 .., , APO •• • ►411,q1b M. Y4'$'!1 ATM I 4:e4 I Mi WP , =.. it W IRV m SHEAR WALL PARALLEL TO FLOOR JOISTS SHEAR WALL PERPENDICULAR TO FLOOR JOIST -OFFSET CONDITION 8/454-0 17070-0efr04s 'X j SH EAR WALL PARALLEL T 5.00R JOIST - OFFSET QOPICor IQN sg- Ay 9 JT 1 141 1 It'd r C. 01 Mi ED MICIIIttLavaa L ME PA ELM L.MO PIP TA =CAM TTP. TA FLOOR COOTRICTIOI M- SALL CT10N MIN BALL SMIAMING PER 60EVILE COTTON PLLA��AT•�E�'�NA �P�Oy�� '" PER 61i�.L ISCIEDWG PANEL EDGE 4 MILD NALNS PER OGIEDLLE - TJI FLOOR JOISTS PER PLAN 14.194 TA FLOOR JOIST al MALL TOP PER�PEAA1•I L SCiELl1.! r p Td FLOOR C.CAIMPACTICN TYPP MALL CCOORI CTION MITH • MALL SWIMS PER SGEDWE • NAIL ROOK &CAMPO IO d • 6' of EDGER. IV d • 16' o d. FELD CLOCK ALL EDCAs6 ,�Od•i'oa ;PM= TO BLOCKS* COTTOM RATE NAU G PER SI'EAAALL SOMME PAWL EDGE t FELD HALM 'PER 60EIMILE TA CLoa(,Ta ELOCK ALL 'LDGE6 PMB. EDGE • FIELD NALW PER SCI®LLE TOP ITE HALM PER MAMALL dGEDLL..E M. SALL 02467IicTICN MTFI (MOLL a$EATIOG . 6C IEDLLE NAIL ROOK 61EATNI G THI6 AEA PM ▪ d • b' oc. EDGES IO d•WY ea. PELD ;CLOCK ALL EDGES B OTTOM RASE NALNG PER SIEA LIALL SCHEME PANE- EDGE 4 FELD NAILING 'PER 6CIBDI a TA FLOOR JOISTS PER PLAN TA ELOCIOIG • ALL PAWL IMP PAWL ElEGE 4 FELL NAILN6 P R SCADALE • TOP PLATE NAILNI PER ONNA INAL 6CNFDU.E TYP. MALL CCOSPI CtION 611114 TALL 6NEATIING P6! bd®ILE E r r e , s . . i,.' _wWl .. . t ,,,,,,, ki e, 0 O • 411 411 1•1 ilb•f • - EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 0 rou ' NAIL FLOOR SHEATHING 6116 AREA ITT14, OLOCK ALL EDGES 110110N PLATE HAUG PER IINEAREMLL SOWS: EXTERIOR SHEAR WAL1. PARALLEL TO FLOOR JOISTS 41 S44111 rode I WA I 1 401 I WALL telEATNI4G PER SCHEDULE CANTILEVERED FLOOR JOIST DCAELE STUDS AT NOLDC11 TrP. WALL cooneucno4 arm tau SWATS** PER SCSEDULE Typ. TA FLOOR COETIMICTICW SPIPSC61 40.1)00•4 PER PI-AN AND PEARSALL SCHEDULE 1114./A WALL 8011:131LE teR AMR DETAILS FOR 0 v at ia ltfrit WALL. HOLDOWN TIP EAMON EAU. GCSIONILICTIO4 TOP TA FLOOR 0241111111,10104 26A PAIS. EDGE &COOP Tar _NAILS* PER SEAMIAU,.. SCHEDULE PAWL EDGE MD MARIO PER SCIECALE 11714 II14LL sea** PER SCSOCUE ITT. TA R.00R CC443144.CT1424 2,14 Pe•EL EDGE ELDCKtO 1661.1. fINEAT400 PER 6CNECALE 111.. TA FLOOR OZTOTOUCTIC14 OOTT01 PLATE HALING PER SCHEDULE TOP PLATE 1•4ALING • Pt co W 0.0111111 Tab Td104•0110411 verve 0. remoi SEE PLAN SHEAR WALL PARALLEL TO FLOOR JOISTS o FOUNDATION WO eeeo ifiliT411~/ITIMMOT411$ if ."1 Au. propriATI01_ 1146 1104 PLAN& • CO CV 1 $ • 0 Mob J1.- D A .11.Ni. • JL 2.000 SIMARRALL 110413%1A TCP PLATE NAILING POT 64.11111•111. SOIEMILE Pr APCH PUMA FOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS • FOUNDATION 3/4 141 111411 SWATHING PER SCHEJAILE Tr? TA R.00R CCASTFMCTION INOTTC11 PLATE MUG TOP FtATE HALM Trp. TA FLOOR c.‘wevarna4 TTP. EXTERIOR PALL CONSTMICTICN SOTICIT•I PLATE HALM PER 51#.001d41.1. mecum PIP SEAWALL. SCIETALE CRIPPLE WALL (DNA') MEATH CRIPPLE NALL SEE ARCH. CETAA.5 FOR FCANDATION C041:4110145 SHEAR WALL o CRIPPLE WALL osslow CRIPPLE 4141 (DM 6) PAWL EDGE 4 FIELD HALM PER SOEDULE ANCHOR BOLT PIM • SHEAR WALL 0 CRIPPLE WALL - INTERIOR UN OF TUMILA APPROVED RECEIVED CITY OF TUKWILA FEB 20114 PERMIT CENTER CE gzr,' ci 4 5 Ee 5i$3; Kappler Architects, P.S. • . 14311 SE 16th ST, • Bellevue, Washington' 98007 (425) 641 -5320 * Fax (425) 641 - TITLE JOB NO. .,,_ -. r --- / - • , - • n•-- `14.;." ) -.• I 011R1P PER HOLDOWN STRAP AT CRAWL SPACE 3/4 171770-00170470 - 1 . STRAP PER PLAN HOLDOWN STRAP AT FLOORS 3/4 /7070-00170-211 • a Sti, .1■'' • *- • 11141001111•44 PIR PLAN a 1111fAnen.i. SCSICILLE PAW MID • • • !OM") PLATE 1461JC. PER SIEASIALL 8C4RDLE TA ELOCKNG !SEAM PER PLAN Ty . WALL CON6TRUCT1CN SALL SHEATHING PER SC44EDLLE MIME Slic; COTTC41 PLATE NMI* Fen 614ENRIALL SCI-EDULE • &O�)6 FLLER CLOCK DaeLE JOIST OR BEAM PER PLAN ANDARD SHEAR D TAIL T .• 1;4 A • 3/•=1-0" • .e• DRAG STRUT CONNECTION UPPER WALL TO LOWER ROOF CONNECTION 3/4eat47 • 17070-011Q041 • T7000-00100-30 INTERIOR SHEARWALL TO ROOF COND. 3/4•et.0' v000-oeloo-oe (2) i6 d 8 d NAIL • 4• oc • EA. CUTIRIGGER d NAIL • 6' o.c. TO TOP CHORD SLOCKJNG 2x BARGE 4 tx3 TRIM 2x4 !SACKER FOR 13AJW*E. NAIL THFICUGH 51QP 5IEAT-ING LATH I6d 2x4 =TRIGGERS • 4• OC. WITH JOIST 1444•CrER • TIRUSS GAEL/ DC TRIM A33 CLIP PER SEAWALL SCI-EDULE TYPICAL R:XF CONSTRUCTION TYP EXTERIOR WALL OCKSTPLICTIC*1 UN WALL SHEATHING PER 6043:741LE PLYWOOD ROOF CONDITION 3/4 4 SHEAR WALL o GABLE END (2) d 6 d NAIL • 4 oc. • EA UTRIGGER 8 d NAIL • 6' ac. TO TOP PLATES 4 BLOCKING 2x4 afTRIGGERe • 4' OL. JOIST HAMER • TRUSS TYPICAL/OF COOTRUCTICN TYP. EXTERIOR SOU CCNOTRUCTICN WALL. MEANING PER SCIJEDULE ' , , ., . • ‘.' • 1 :' . '.' ' : '140/E: WE 0e45 CN ROOF , , • , I •.• „,-, •\r• •• , • • - -• ' • ...• , - r , _ • . . ..". • ' .:*.. ' .''... • . '''' 7. * ' ';'' .'* . '.° 0 • . • . ' 41 .• : ,..4. / i i .. k t' •' 11000-00100-18 17'000-00100-* • a • f , HOLDOWN STRAP o FLOORS 12 eE . r V. OvERHANG PER PLAN SEE ELEvATION SHEAR WALL o EAVE 3/•4-4 • TYPICAL ROOF CONSTRICTION 142b • 4V c.c. (3)8d TOENAIL • TRUSS L9030 • 40• oc. CLOCK)* TO TCP PLATE d • 6' o.c.. • MOCKING 15104:K ING PER ARO4 DETAILS r TYPICAL. ROOF CONIMCTIC14 1426 TIE • EA TRUE, L830 • 4410 8 d • 6' o.c. • OLOCKJNG CLOCKING PER ARCH. DETAILS A33 CLIP PER SHEASELIALL 6C4412DULE 4 17070-00170-20 P. EXTERIOR WALL CORSTRUCTICN YON WALL 5HF_ATI464G PER SCHEME 12ODO TYP. EXTERIOR WALL CCNSTFILICTICN • MTN WALL 814EATHEG PER SCHEME PLYWOOD ROOF CONDITION 3/4 17000-00100•04 1 17000.00100-06 71: ALL IPT-C1 TN* el•EET ; \NOY NEC:Et*AfitiLY k`.• PROJECT. copexaDimAte WOW et.itie, Kr . • RECEIVED efTY OF TUKWILA FEB 2 8 2000 PERMIT CENTE'r-; ;,+'•k: ;1 SHEET I TA JOIST DETAL8 • fik,... '=•%:, • t. 41: 1 kr. • STANDARD DETAIL SHEET 1 SHEARWALL SCHEDULE IT - lr - 2 gF - 02 . #1 � Ir ;e g g i1NOf Ki 01411th 1 40101 14 mar R1111'N 401 C.+1 94)00'10 _ 6r 1; �� 1 x 4ii i vr GIB O1E ME sor • 40* *4 • EY • , , PLAN 1568A - ° Y Y -tir . .. FOSTERVIEW 'ESTATES THIS DRAVONG IS ©COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT GI-4 SIW MB oft QE SIDE g k • Kap Archite P.S. a ' . f 14311 SE 16th ST t { 4. .'f s< B ellevue, Washington 98007 v *,,,:*. -., . . (425) 641 -5320 * Fax (425) 6 = 5318 TITIE r 54Y 1 II' Ik! • b' 199- BC • • i t 4 ' .. t Alsrmemirlummimmoil - G2 -1 ter dip TW SDES id 5m' • 4S• 164 • V G2-4 Olt aiCILat WV • 4r 164 • 6' . j. 5A' G!C UV 60E6 TAR SR' - P1-64 a 54••45 *e•5' PI-6 54.•4W *4 •5. P-4 54' • 32' lid • 4' PI-3 ;§ 5E' • 24' 164 •3' P1 -310 rs NI 5/5' • I6' P1-2 --. Vli' OSb 1110 WDFS (2) ROW P2-4 •TAGGSt 6 54' • Ii' 164 • 4' . a i JOMs W2) STUDS • PANEL EpGEb (2) Ii011b P2-3 515' • 12' 144 • 3' a < r 5/6' • 4' 164 • 5' Y6H-4 r VETEPINAUSER 61D61G ad GQ? ION �Q WT 7;a - 1 • , , PLAN 1568A - ° Y Y -tir . .. FOSTERVIEW 'ESTATES THIS DRAVONG IS ©COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT • Kap Archite P.S. a ' . f 14311 SE 16th ST t { 4. .'f s< B ellevue, Washington 98007 v *,,,:*. -., . . (425) 641 -5320 * Fax (425) 6 = 5318 TITIE r J08 NO. : 9906221 199- BC ; ET' i t 4 ' .. t Alsrmemirlummimmoil E IEW OF *MAR WALL ma Q SIE.A1 ',LOLL - I WU, AaovE UMW n&ALL Df10W UN-E66 ore WE NOTED. 8421.61EieNG AI4D ;ACCOMPANIED HMAI N 'FLOOR SHEAR 'WALLA � .`Yi'I4;. f i• i 7' 14W � Ki ` ♦ 4 , - , ,1 4 i t 1i' a - R •p-v y 3 r 1 .,1 J[,, �� f' __kk �, � ..,_ a y i•eg411 C sf : �R �;._ :1 '` !.) !. - ':. r1 ,_.' u f a : ': .�L' .._ T�: 3 . ` 5 � . id: ti• ■ Al4C440IRAGE as FOR PANELS) OILY, OEM '!. - ,� •- PORTIONS OF WALL6 ARE NOT DESIGNATED AS SEAR APANELS NAILS MAY BE SPACED • 16' OCLMPN) PER TA LE 23 -1 -0 8 Ii6E€E POIRTIC•415 OF t1ALLS APE NOT DESIGNATED AS r 1 151-EA* PANELS THEN SHEAR DETAILS DO NOT APPLY. ' 'FOLLOW MIN. UZC- REQUIREMENTS. 4. 'Royce /lac STUDS AT ALL MOLD DOWN LOCATIONS t �. SEE MANUFACTURER'S RES JIRB"1QNT3 AND DETAILS FOR EA:I.1 TYPE OF HOL:3O N, STRAP, AND COMECTOR FOR PROPER P4STALLAT101N. 4 -,11. ALL PLYWOOD OR GYPSUM S4EARWi4LLS SHALL EfE APPLIED y ,.iIORI7.ONTALLY OR v RT1CALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER OP STUDS AND BLOCKED PER SGEDULE. ,t g „?,. DO NOT OvERDRlvE NAILS INTO S4EATHNG. • • b. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR LOLL PANELS • ; UNLESS PIE- APPROvED BY THE BUILDING OPFK'LAl ` : 1 ROOF SHEATHING: 1/16' 06B APA RATED SHEATHING , 24/0). LAY UP W/ MINR`11t'7 N8' - 'CLEAR BETUEEN PANELS TO ALLOW POR EXPANSION. NAILING SHALL BE 8d AT 6' oc AT PANEL EDGES AND 12' oc AT INTERMEDIATE SUPPORTS. PROv1DE EDGE CLIPS • 24' OC. • ALL EDGES. ALLOWABLE Dl4P1a1 A 1 SHEAR. 18Ox®.82. %42p6f 7,2 FL(..`JR SHEATHING, 3/4' CDX T4G APA RATED PLYWOOD (48/24) NAILED AND GLUED. ADM1561vE SMALL CONFORI1 TO APA SPEGIFICAT1ON AFG et. PROVIDE TAG EDGES AT - LONG PANEL EDGES. NAILING SMALL BE 1Bd AT 6' oc Al PANEL EDGES AND 10' oc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM 'S EAR•2bxma2 • TPAf 3. PLYWOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END � U PER � FLOOR SHEAR 'WALLS •wl.w.r -r FEB 2 it 204,) '0 pERmrf CENTER . r. .i. ......, -. • • 1 ti oNIS • .,� ;$ awn {r✓ ..i,. A.., • p