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HomeMy WebLinkAboutPermit D2000-062 - FOSTERVIEW ESTATES - BASE PLAN 1568BFOSTERVIEW ESTATES PLAN 1568B D2000 -062 Address: City of Tukwila Department of Community Development Steve Lancaster, Director IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN For Office Use Only: City's Basic Plan No.: I/ WOO — (9(071 Basic Plan No.: ) /0 S S Architect: 'f Lf1 ?fah 1,E - 5 Address: � � ✓ 1 1 � l q- 1.L UOE 0 Phone Number: (4 Contractor: J NO 1 ( fftul del - k /4 . IO 6TiAti A t \j1JY - 182;/1 Valuation: $ Page 1 of 2 Basement: Garage: Deck: Covered: JL4L 6 4(p FOSTERVIEW ESTATES Phone Number: (W) S(et 107 WA State Contractor License Number: B IAS RD* 2-64 1 - Expiration Date: 12. - 1(0' 510 b. B asic Plan Information: Number of Floors: Basement: Yes No Square Footage: First Floor: 7 22 Second Floor: v 41 Uncovered: Steven M.- Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z w 65. JU UO. co. 0• Wi. J H CO u_ • W O J 512 0 = 1- W . z F ZC W U O - 0 f I0 LL r7 u.1 Z ' = o' z GUIDELINES FOR SINuLE FAMILY BUILDING PERMIT BASIL. 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 w re 2 • structural framing plans and details necessary to completely describe construction • Washington State Energy Code data and prescriptive heating sizing. tive heatin system sizin 0 D 0 • Washington State Indoor Air Quality Code information. co W J Conditions of Basic Plan Submittal vs Site Specific Plans: N u_ W 0 1. Basic plan review fee shall be in accordance with Table 1 -A of the Uniform 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 0 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 t 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 D : and appropriately identified in the revision block. The Building Official has the authority a CI to require a full plan review fee for a site specific plan if there are significant revisions to 0 — o H the basic plan. W 3. The approved basic plan is valid until any amendments have been made to the State H o Building Code as adopted by the City of Tukwila or no longer than 2 years from the date u- ~O of this agreement. al z U= 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. NOT . Re er the back of each application for a detailed list of submittal requirements. Deve — per ` Date Page 2 of 2 2 cO) Z 1 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA �QQQ - 0 ( a TRANSMIT *****************************>*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800241 Amount: 813.38 02/25/00 17:06 Payment Method: CHECK Notation: KAPPLER ARCHITEC Init: BLH Permit No: D2000- -062 Type: DEVPERM DEVELOPMENT PERMIT Site Address: 13400 42 AV S Total Fees: 2,069.23 This. Payment 813.38 Total ALL Pmts: 813.38 Balance: 1,255.85 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 813.38 1949 02/29 9717 TOTAL 5695.64 '"?enj re w q4 � . o O co O W = J H, wO H U� O D O F- w I w o . w z. U0 I O z : FILE: K: \ \KAA \ \99\ \99082 \ \9908222.WS Homeowner: Site: PLAN 1568B Builder: ( ) COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing Q15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing Q13o Doors AG Wall Ceiling Infiltration Description REFERENCE 344 8.06 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 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 1571 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED 340 Btu /hr -F 8.25 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 -0.029 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 02/25/80 HOUSE ID: 99082.22 Area = UA 849 34.8 235.6 153.2 38.0 14.8 1778 110.3 849 30.6 12700ft3( 81.3) Reference UA 343.6 X Area = UA 849 24.6 211.0 126.6 38.0 14.8 1803 147.8 849 26.3 12700ft3 ( 81.3) Proposed UA 340.2 Ri z I-Z �_. U: 0O w = J i CO W 0: u.Q W Z � H 0 . Z I- W 0 O 0 -, W W. O ' 0 52 W Z F= _ . O H Z S WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99082 \ \9908222.WS Struc Mass Light Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: SUPPLY RETURN Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION PROPOSED South 53.Oft2 Southeast : East Northeast : Eff S Glz: 4.0% PROPOSED Gas Furnace DEFAULT 78 % 0 60 % 0 Vented crawlspace Attic or garage 0.60 21718 Btu /hr 5179 Btu /hr(24 %) 26897 Btu /hr 40500 Btu /hr (150 %) 64 MBtu $ 359 Integrated Spot & Whole House 0.0 (Ducted) Btu /hr tons(©125 %) kWh /yr Partially Shaded Location Avg Rvalue Surface Area R- 8.0 R- 8.0 M- 3.000 1571 314.2 ft2 62.8 ft2 PROPOSED North 106.Oft2 Northwest : West 52.0 Southwest : HOUSE ID: 99082.22 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 4713 WINDOW TOTALS ROOM NAME WIDTH IN FEET HEIGHT IN FEET AREA IN S•UARE FEET QUANTITY HOW MAN TOTAL AREA IN S.UARE FEET TOTALS IN S.UARE FEET 1 . \ • a - LIVING 6.00 4.50 27.00 1.00 27.00 122.33 LIVING 1.00 5.00 5.00 1.00 5.00 STAIRWAY 3.00 3.00 9.00 1.00 9.00 FAMILY 7.00 4.50 31.50 1.00 _ _ _ _ ' 31.50 NOOK 5.00 6.83 _ 34.15 15.68 1.00 34.15 KITCHEN 4.00 3.92 1.00 15.68 TOTAL MAIN UPPER FLOOR 1 M. BEDROOM 5.00 4.00 20.00 2.00 40.00 M.BATH 2.00 4.00 8.00 1.00 8.00 BEDROOM #2 5.00 4.00 20.00 _ 1.00 20.00 BEDROOM #3 5.00 _ 4.00 20.00 1.00 20.00 TOTAL UPPER _ 88.00 SUMMARY TOTAL GLAZING SQ. FT. 210.33 TOTAL HOUSE SQ. FT. 1,571.00 Glazing % 13.4% Kappler Associates 4rchitects JOB NAME: DUJARDIN DEVELOPMENT CO. JOB NUMBER 99082.22 Co 1994 2/25/00 DATE: BY: 2/20/00 MJM GLAZ155B.xls 1 re 2 W J U U 0 N ul J I=' CO U- w � N d = W H z � 1- O z U O - 0 I- 111 I I- - . 9=O ,z W U = ' O z . Kappler Architects P.S. VERSION 97.9 INCLUDES S STORY Job No. 99082 -22 Date 2/23/00 SPM Lateral Analysis for: Dujardin Plan #1568b 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 450 SF SF SF SF SAIL AREA PLF FOR PERIMETER OF BUIt.DING 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- 22_(ExpB)_Plan #1568b_1997 -9 Lateral analysis worksheetl.xls Long Wall 0.36 32`: ;940 12 15 10• 11.7 9.0 9.5 `. 0.0 NOT VALID UNLESS STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF (for rho factor) FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 'WET 28 vi P1Z 1. '3 I~�04 c31.)11_ 0\146-65CgOIA 2/25/00 PAGE 1 : «..�.� z w Q Q J 0 0 00 0 J w 0 ? . = w z � ZO w w 0 0 5 0 F- w W I-- - LL O . W Z U 0~ z 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 As))) VALUE USED where: As Ground floor area of structure As r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) r�= �... 295. - I _ P= r max = -5.20 I r i story shear 9304 843 therefore use DESIGN CRITERIA FOR WIND ANALYSIS WIND PER S CTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor VALUE USED Ce = Cq = qs = Iw = 0.62 1.30 16.40 WIND EQUIVALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) P= Min = 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 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 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_1997 -9 Lateral analysis worksheet) .xls PSF PLF SF # FT # FT # FT # FT 2/24/00 PAGE 2 (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 , 4^ 166455 DD. ro A "IN 1 1240677 TrCTC 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 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 SF 0 S / S EX. WALLS 10 0 10 0 F / B EX. WALLS 10 0 10 0 #NIA 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS STORY SHEAR VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING 0.3 5.5 0.36 8 6 TOTAL ROOF WEIGHT ON UPPER SHEARWALLS 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WAL WEIGHT BASE SHEAR BASESHEAR:Vb= (3.OxCa /R)W TOTAL WEIGHT W= 23676 66336 Not included in total BASE SHEAR: Vb= 0.1964 66336 13026 Wi hi (Plate Ht.) Wi x hi TOTAL FLO BtEVU = 13474 WA'"'17 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_1997 -9 Lateral analysis worksheet) .xis *load reduced by half due to plan configuration of front wall being concrete WORKING STRESS WOOD DESIGN 1.4 9304 # Wihi / sum sum Hi x hi Wihi Vi 2/24/00 PAGE 3 z ~ W JU 00 CO W J w w 2 J co D H= z � H 0 Z F— w O � 0H W IL w Z U= O ~ z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d 5/8" DIA. AB SEISMIC FORCE SHEAR AT BASE ANCHORAGE 1 /2" DIA. AB 137 108 87 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE M= 17193649.37 T =C= 614058.906 10.5::;;; ° 58481.80! ALOW.Ft= 16.5 ?.: i.'1# 108] 1.33 143.64 # /NAIL 79.526 #FT 731.501 1050.71 # /BOLT '2.631 FT O.C. # /BOLT ; 3.78 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_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 & SEISMIC UNIFORM LOADING COMPARISON 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 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 189 318 443 # FT # FT # FT 525 1.33 4274.99 NAILS 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 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 #N /A 9304 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM CHECK TOP CHORD 2 -2X4 2 -2X6 16d 5/8" DIA. AB SEISMIC FORCE SHEAR AT BASE ANCHORAGE 1 /2" DIA. AB 137 108 87 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE M= 17193649.37 T =C= 614058.906 10.5::;;; ° 58481.80! ALOW.Ft= 16.5 ?.: i.'1# 108] 1.33 143.64 # /NAIL 79.526 #FT 731.501 1050.71 # /BOLT '2.631 FT O.C. # /BOLT ; 3.78 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_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 & SEISMIC UNIFORM LOADING COMPARISON 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 Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 189 318 443 # FT # FT # FT 525 1.33 4274.99 NAILS 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/24/00 PAGE 4 I #N /A 4 0 3.5 0 113 mgplsr 0 3629.62 0 #N /A R4V,WANI Mo= WaII(DL) Roof (DL) Mr T =C REQUIRED #N /A 320 #N /A 280 #N /A 1155 #N /A 1365 MIN PLATE NAILING #N /A INC O.C. 1966.67 0 1919.17 0 415.74 0 359.07 0 NA 0 NA 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #NIA #N /A #N /A #N /A I 9 4 4 3.5 3.5 113 mgplsr Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 3629.62 3629.62 3175.92 3175.92 MIN PLATE NAILING 15 INC O.C. 320 320 280 280 1155 1575 1365 1365 1966.67 2526.67 1919.17 1919.17 415.74 275.74 359.07 359.07 NA I NA _ NA NA 10 10.5 5 0 0 122P14'4 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 /0I #DIV /0! NA NA #DIV /0! #DIV /0! I 9 3 19 3 0 68 =mom 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 /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 189 O cc 2 /3DL REACTION HOLDDOWN 189 z O u 2 /3DL REACTION HOLDDOWN 189 2 /3DL REACTION HOLDDOWN 189 2 /3DL REACTION HOLDDOWN TRIB.LENGT a WALL SEGMENTS b c TRIB.LENGT a TRIB.LENGT TRIB.LENGT a a b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_1997 -9 Lateral analysis worksheetl.xls - . ..,......_... Z z re 2 O 0 N 0 W 111 N W WO t1. D. 0 ~ W Z p HO Z W ui U O (1 O I- W U ' I= Z 111 = O Z [ 16 27 0 0 0 1121 ,If;P..1, -0t f. 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 /01 #DIV /0! NA #DIV /0! #DIV /0! #DIV /01 #N /A 27 0 0 0 112 WARttelittE 0 24197.47 0 #N /A `ION/AW Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A 2160 #N /A 0 #N /A 0 #N /A 0 MIN PLATE NAILING #N /A INC O.C. 19440.00 0 0.00 0 176.20 0 #DIV /01 0 NA 0 #DIV /01 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A I 16 27 0 0 0 112 WARttelittE 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 /0! #DIV /01 #DIV /01 NA _ #DIV /0! #DIV /01 #DIV /0! I #N /A 0 0 0 0 #N /A I /N /A, f)fI 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 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 UPPER FLOOR Load Ht. 8 w J 189 H 2 /3DL REACTION HOLDDOWN 189 w Lu w 2 /3DL 0 REACTION HOLDDOWN 189 th • J 2 /3DL O REACTION HOLDDOWN 189 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b c d d SHEAR V WALL TYPE b b c c d d KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB) Plan #1558b_1997 -9 Lateral analysis worksheet) .xls 2/24/00 PAGE 6 Z ▪ W r J U U O N 0 J • = f— Wu_ W O 2 27 g Q _ F.. W. Z �..-.. ZO W uj D Q. O a 0 F-. W 0 , I I 0 UI 0 Z I 5 2.5 2.5 0 0 • 126: „LRP,; Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 2511.50 2511.50 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 14 INC O.C. 400 400 0 0 0 0 0 0 333.33 333.33 0.00 0.00 871.27 871.27 #DIV /0l #DIV /0l STHD14 STHD14 #DIV/0! #DIV /0l 12 3.5 3.5 11 0 295 11MR14146§01 MIN PLATE NAILING 6 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 8272.64 8272.64 25999.73 0.00 560 560 1760 0 0 0 0 0 653.33 653.33 6453.33 0.00 2176.94 2176.94 1776.94 #DIV /0! STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /0! I 14 12 7 0 0 234 HISIIR 4IN 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 /01 #DIV /0! HTT22 STHD 14 RJ #DIV /01 #DIV /0! I 8 3.75 5 3.75 3 1641:MP131r) Mo= 4917.71 6556.95 4917.71 3934.17 WaII(DL) 600 800 600 480 Floor,Roof(DL 2146 3377 2609 1535 Mr= 3432.50 6961.67 4011.25 2015.00 MIN PLATE NAILING T =C 396.06 -80.94 241.72 639.72 11 INC O.C. REQUIRED NA NA NA NA RIGHT TO LEFT MAIN FLOOR Load Ht. 8 cz O u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 I- z O LL 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 126 443 318 318 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 99082- 22_(ExpB)_Plan #1558b_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 8 11 4 3.5 0 137 Mali :a' 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 /0l STHD 14 RJ STHD 14 RJ STHD 14 RJ #DIV /01 17 20 0 0 0 2701Mi$ R1F4' 1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 43193.92 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 3200 0 0 0 900 0 0 0 27333.33 0.00 0.00 0.00 793.03 #DIV /01 #DIV /01 #DIV /0! STHD 14 RJ #DIV /01 #DIV /0! #DIV /0! I 9 13 0 0 0 307 Mp1:41 Mo= Wall(DL) Floor,Roof(DL Mr= T =C REQUIRED 31908.75 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2080 0 0 0 585 0 0 0 11548.33 0.00 0.00 0.00 1566.19 #DIV /01 #DIV /01 #DIV /0! STHD 14 RJ #DIV /0! #DIV /0! #DIV /0! I 4 24 0 0 0 211 PJ 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 /01 #DIV /0! #DIV /0! NA #DIV /0! #DIV /01 #DIV /01 FRONT TO BACK MAIN FLOOR Load Ht. 8 H 0 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 Z Ce U w W Z J w U w J 318 318 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 443 126 2 /3DL REACTION HOLDDOWN TRIB.LENGT a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99082- 22_(ExpB)_Plan #1558b_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 2/24/00 PAGE 8 a a i • • 1,. J • ' V P1 -4 LIRP M i . E - c= a 2 fttr r • Cl 1 L AL 7t1T --Fl P1 -4 • J • i r CRAWL SPACE VENTS I. CRAUL SPACE AREA _131 yl 7. CRAW. SPACE AREA / ISp • 413 y CP VENT AREA REWIRED 3. TYPICAL VENT SIZE • 1 (13% EFFICIENC7) • bS N PER ANT NET FREE AREA 4. v!NT AREA / bS • Q]1 VA REWIRED. S. ? VENTS SNOLN (6EE •L•4 FO1 LOCATION) O. 9 VENTS . bS • _Ix 6F ar VENT AREA FRONDED. 1. VENTS SHALL DE COVETED W iH co .0610N RESISTANT WIRE MEN/ NUM OPENINGS OF V4' MAX S. VENTS LOCATED N JOIST M=ST DE PERMANENTLY DAPPLED. ILSEC 107141 M • 61eAaWl'►LL GE61GiNATIGN FOUNDATION SHEAR WALLS �ti CRAWL SPACE VENTS 1. MAUL SPACE AREA _ILL y 2. CRAW. WAGE AREA / 150 • 467 SF OP VENT AREA REQUIRED . 3. TYPICAL VENT SIZE • 14 '106'4.1b (15% EFFICIENCY' • 66 SF PER VENT NET FREE AREA 4, VENT AREA / 66 • _633 VEERS REQUIRED. 6. _ 3 VENTS 614OUN (SEE RAN FOR LOCATION) •. S VENTS K DS • _ 6F OF VEN, AREA PROVIDED. T. VENTS SHALL EE COVERED UJTH CORR061GN RESISTANT WIRE MESH WIN OPENINGS OF 1/4' MAX. 6. VENTS LOCATED IN RIM JOIST MUST BE PERMANENTLY O4 LED. It EC 5071.4,1 TYP.. SNEAMIALL DESIGNATIONS FOUNDATION SHEAR WALLS E jr w TYP. • 61.EARRIALL DESIGNATIONS J Z w ' 6 UO CO 1W J H WO J �W Z = H O: Z U Cy • :O ( 21 .0 W : AL O . l• • Z. U O ~; Z K\K A\99\99082\9908222 02 -24 -2000 1034:19 Sheet ml Workstation PautM 1 g M § Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 DUJAR DI N Date By Desa tat J 2/23100 PLAN 1568B FOSTERVIEW ESTATES nis DRAWING G © COPYRf�-ITED AND 6 THE EXausys PROPERTY OF THE ARCHTECT ij r 0 0 r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i L f L DETAIL 6111 3 TIT • 6MIUMALL 0E61010I010 UPPER FLOOR SHEAR WALLS 6c.1. VP.f.O' rip • 6 GE6IGNA J 9908222 I I SHEET LCO : 9908222 I Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 5318 (425) 641 -5320 * Fax (425) 6415318 DUJAR DIN Date By Desorption 'nom ri PLAN 5688 IEW ESTATES iris B © CoPYF owso AND 6 TIE EXCWSVE PROPERTY OF THE AROHIECT L 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 sear ve•r•o' SYMBOLS & LEGEND Q ON LOAD FROM ABOVE V Q PONT LOAD FROM ABOVE UM LOADING X PONT LOAD TOWERING DON R PORT LOAD tRaNeFeRNG Dons UV LOADING RANGER /yt PONT LOAD TRANSFERED ET KICKER L'e" F <o' NOLO DOW UMW SIZE DESGNATON 41%0' VE RTICAL STRAP WTN SIZE DESIGNATION A" To Be U8eD ON FLOOR BELOW D — HORIZONTAL STRAP tom 61ZE DE8(.'AATION O NDICATe6 BEAT CALCULATION UTN NDEXED NUMBER •••■••_0. E XIEN T CF SWEAR WALL TYPE OF SHEAR WALL T -- ___ 1 WALL ABOVE E== WALL BELOW NOM 16LES8 OTNERNSE NOTED, ENGNEERNG AND CALCAATIO IE ARE NOT PROVIDED N THEEE ORALINGS. � e _L E31 - 193 MAIN FLOOR SHEAR WALLS sear ro r 16 SHEAR NOTES UNLE66. ANTI 2ESI21 CRITERIA I. SEE CALCA.ATIONS FOR DESIGN CRITERIA GENERAL NOTE$ t ALL 6HEARUALLS 8440161 CAI THE FLOOR PLAN ARE FOR WALLS ION TWAT LEVEL. (TYPICALLY SHOW WADED,. 2. ANCHORAGE IS FOR EHEARUALL6(PANELS/ OILY, WHERE PORTICNS OP WALLS ARE NOT DESIGNATED AS SWEAR PANEL!, NAILS MAY BE SPACED • kb' 0.C/MIN/PER TABLE 13.1.0. 3. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MIN. UDC. REQUIREMENTS. 4 . PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. SEE MAMFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE OP HOLDOW. STRAP. AND CO'6IECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYPSUT SHEARWALLS SHALL BE 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 SWEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDING OFFICIAL BOON d FLOOR SHEATHING l ROOF SHEATHNGI 1/16' 05B APA RATED SHEATHING (14/16. LAY UP W/ MNIM31 1/5' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE Ed AT 6' oc AT PANEL EDGES AND O' oc AT NTER'TEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 14 0 • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRAI'T S44EAR.IEEF1601.141p.T 1. FLOOR SHEATHINGS 3/4' COX TAG APA RATED PLYWOOD (46441 NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION APO EL PROVIDE TIG EDGES AT LOG PANEL EDGES. NAILING SHALL BE 10e1 AT 6' cc AT PANEL EDGES AND 10' o• AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAT 5NEAR.115FDE1.111ps( 3. PLYWOOD SHALL BE LAID UV FACE GRAIN PERPENDICULAR TO SUPPORTS AND END MR— UPP: SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET SD .` " enti. SPIT SHEARWALL . HEDULE 7ilYN a01 01 900010 TO T TO TOP PL NFLw u JOST5 •in aoi • asoi N' GM OE SIDE 5/5' • 48' AR NAIL • U' Ed • D' BB • D' 614 OR 5/9'•44' A35)7' Sd•10' lid •10' WOWS OE BIDE cal VITAS T70 6'DES W • 46' 70' Rd • 5' lid • 6' 67.4 CR 1 5A' • 4 6' 70' Yd • Y Lid • 5' 5E' GW5 NO SIDES P1 64 3/11' • 46' 70' Ed • 5' lid • 5' P'S 5/5'•46' t/' Ed• 5' Rd •5' P1.4 w' O4 5/5' • 31' 0' lid • 1' lid •P F",3 ORE SIDE 5/B' • 34' lid • 3' Wd • )' P1.3/ USE 3. 71U08 T Z 11.7 1 PANEL EDGES USE 3. 61UO5 5/5' • 16' 1U4' 04/1111.0 SIDES (77 ROLE 0/ ROWS P2.4 5T/8655 5HE17)110 JONTD 602) 5W$ • 3/6' • R' AN CLIPS AT Yd • 4' 154 • 4' PAEL EDGES S AGGERED 0/ 15718 (1/ WA P1.3 5/5' • 0' A35 CLIPS •5' lid • 3' lid • 3' STAGGERED DEL RM 3814.4 MR D, 6D5G 1T1 5/6' • 44' 0' lid • 5' 19•1 • S' 311 //n0 RiAPORT 1311 SYMBOLS & LEGEND POINT LOAD :1 PONT LOA LB POINT L h 3 ��� r. C" POSIT LOA )I1 HANDER PONT LOAD PRANEXEREDISY KICKER C HOLD DOW ° -190 VERTICAL STRAP Wh WM DESIGNATION f TO BE USED CN FLOC PT" - HORIZONTAL STRAP ICN O IOIGLTES DEAN CALCULA753. .. .. IOE)FD MURDER w•••_•• EXIDIT cF SHEAR WA.3. TYPE OF SHEAR WALL WALL ABOVE =2=2 WALL DELOU y27Lt •6.780 011/7/)670 NOTED. E742I/ER46 AND CALCULATIONS ARE NOT PROVIDED N 11.06E DRAWN:A MAIN FLOOR SHEAR WALLS 6u1• LD'.T•O HEAR NOTES UNLESS ,/RUSE NOTED DESIGN CRITERIA L BEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE$ L ALL. 6HEARWALLS BIOTA ON THE FLOOR RAN ARE FOR WALLS ON THAT LEVEL. /TYPICALLY UN SHADED/. 7. ANCHORAGE IS FOR SHE/ /PANELS) ONLY, IIUERE PORTIONS CC WALLS ARE NOT DESIGNATED AS SHEAR PANELS. NAILS MAY BE 61 • I6' °LIMIN/ PER TABLE 73.1.0. 3. (WERE PORTIONS OF WALLS NOT DESIGNATED AS SHEAR PANELS THEN SWEAR DETAILS DO NOT APPLY. FOLLOW MN. UBL. REQUIREMENTS. 4, PROVIDE TILO STUDS AT ALL MOLD DOWN LOCATIONS. S. SEE MAMFACTURERS RECUIRETIENTS AND DETAILS FOR EACH TYPE OF HOLDOUN, STRAP, AND CTOR FOR PROPER INSTALLATION. 6. ALL PLY1l100D OR GYPEUPT SHEARITALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL IDE STAGGERED AT CENTER OP STUDS AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. D. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDING OFFICIAL ROOF 4 FLOOR SHEATHING l ROOF SHEATHING, 1/16' OSB APA RATED SHEATHING (74/0). LAY LP W/ MINIMUM I/O' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE 80 AT 6' co AT PANEL EDGES AND D' do AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 74. OZ. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRAM 54/EAR•150.0e7•142p•F 7. FLOOR SHEATHING. 3/4' CDX TIG APA RATED PLYWOOD (48/74) NAILED AND GLUED. ADHESIVE SHALL CONFORM TO APA SPECIFICATION AFG Ol PROVIDE TAG EDGES AT LONG PANEL EDGES. NAILEG SHALL BE 10d AT 6' cc AT PANEL EDGES AND 10' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAP)4RATI SNEAR•715.007.111p•T 3. • LYUIOOD SHALL BE LAID W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END •Nr11rt11. • MINIM a` UPPER FLOOR SHEAR WALLS 0 UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z 7157E .106 NO.: 9905271 1997 U BC SHEET S3 9901222 z 1 w . 6 00 W I (I) ti., W ga CD 3 z H ZO W uj o 0 Y2 H w w L I 0 ..z U = z Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: KAP ' t August 18, 2000 RE: Deletion of LS 30 clips on shear wall bird blocking All of our basic plans have a Simpson Strong -Tie LS 30 clip called out at the shear wall locations attaching the top plate to the angled bird blocking. Simpson Strong -Tie now demonstrates that the H1 clip satisfies the cross member ending criteria for the trusses. Therefore the use of the LS clip is now deleted, as the H1 clip transfers the cross bending shear. We therefore would like to delete the LS on all shear walls. If you would like to discuss the load path conditions and review this with the Simpson Strong -Tie materials, I would be happy to do so. I appreciate your consideration in this matter and look forward to your reply. Should you have any questions or comments, please do not hesitate to call. d. 4 1 1.4 4 4) J Kappler President ` t )T[1[ ARCdIIE1[CJ 9 .S your complete home p!t111 resource Sincerely, 3/2,1/ixly 14311 SE 16tli Street . 2ielCevne, WA 98007 1.800.888.4517 (425)641.5320 .fax: (425)641.5318 www.knpyleriiumeylans.com FOGIBrviect) c eetc:•%tes pi); ) September 26, 2000 t,^ . r • ACTIVITY NUMBER: D2000 -062 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1568 B XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision # After Permit Is Issued DEPARTMENTS: Builtiing'Division Ar4 -z1cv Pub is Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTI G: Please Route Structural Review Required \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Approved I ' Approved with Conditions Approved n Approved with Conditions Planning Division Permit Coordinator DUE DATE: 2 -29 -2000 Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS O CORRECTIONS: (ten days) DUE DATE 3-28-2000 Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -062 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #1568 B XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ■ n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: h�•htct c TUES /THURS ROUTING: REVIEWER'S INITIALS: `'t DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Structural Review Required Approved with Conditions Incomplete Si REVIEWER'S INITIALS: DATE: : � Fire Prevention Structural CORRECTION DETERMINATION: Approved n Approved with Conditions Planning Division Permit Coordinator Not Applicable No further Review Required Not Approved (attach comments) DATE: 1 DUE DATE n DUE DATE: 2 -29 -2000 DUE DATE 3-28 -2000 Not Approved (attach comments) n I understand that the Plan Check approvals are Iss►ons and aprJ oval of u n to errors e tI1On'ze the violat;en of 3I�Y Mans s does ent of con - ,I,;adopted code Or Oro Rec ,nance. etpt of con- tor'$ cop of approved plans a;: . SEPARATE PERMS* REQUIRED FOR: ' 0 M ECHANICAL . 0 ELECTRICAL . 0 PLUMBING ti GAS PIPING CM*/ OF 'C1 NN`.".U► BUILDING Olvls►ON I l _ • SQUARE FOOTAGE -MAIN FLOOR UPPER FLOOR TOTAL , GARAGE DECK / PATIO 722 SF 849 SF 1571 SF 450 SF 43 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS ain = Fl :Plan Y `"t DRAWING INDEX Al. CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING Al UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & ' BUILDING SECTIONS Dl. STANDARD DETAILS D2. STANDARD DETAILS Sl. LATERAL DETAILS , S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE ttompw , 401148-» Ob ECEED I .O 8 2000 PERMIT CENTEF $ TRLE sHEET COVER SHEET 9.ua ., ' • .-411 w u itpilif 1 1 4 a§ 1(10 ! I§ Tyr i 4 17 ;1 S 11 1; ' g t " a MI N t 1: j f Ili 1 i i I l i l i i 1 1 : i j : I LI 1 1 I I Ai if 01 liii . 'il II Hi }Iz 1 drf li t 1 1 f f! HI 1 fie.: Id 'ihuq f ;;:if I U ii q' ° � $ ' P I €€ i ni.0.T'Fi .,,,, Hi .? 1 i ;1 f ; tfl J 6 Qa p 1L$V 1I 111141 U .W‘ 11 14104111411 1 IJft liljil _ � a +� g 6 a g �g 6 €I fl:h fl 1 li p61 / i ! VI la Y i 0 • '' Il i il ii. � !t i � ! 1 lb 1 ! gn�; � JI ' ' i. 1J i3 V 3 4 "P i 4 i ll I iu is $ J!J I I , g6 tizI i it 3 i st « , I * t I iuij lti 4Q pig iii iplipi I . t d 4 I I s l til ;4 y I i ! = I 411 I 0f ;17'4 P u !ii II 1 1111 fiepf.ij 111 g� I P l • . ,4•10 I. CRAW SPACE 410111A SF 2 CRAWL JSPAC'✓E AREA , *V • 4A3 eF OF VINT AREA REar+PIED 3 rr}4C,AL vEFIT st3 • 1.4'011'.111 9t1C • 34 P PER VENT NET MEE AREA 4. ANT AREA ; 30 • 033 VENTS REdSED. 5. s VE NTS 64431,14 uses PLAN FOR , + LOCATiONL) O. S _ ANTS x l6 • )22 6F CR RO AREA 1 AMTS $i ea Co r' wow CcRwosloN .- 1126l6TAAKT WIRE MEOW WITH OPENINGS CP • . • -44 ALL. FLOOR JOIST ARE: - 11 -1/8' TJI PRO 150b AT I92' oc VERIFY LU/ MFG LAYOUT. SEE DIV- 06100 NDATION /MAIN "FLOOR FRAMING PLAN MI1y!- 4 " '.$i Y .•f.r 1 * 4�f�'alr r�: r x.1.X , • JCNi g f "..Rd� t r4at r ^t -.. I GENERAL FRAMING NOTES , I FOUNDATION KEYNOTES ( FP-I ) (FP -2) FP -3 ) (FP -4) tFP -5) FP -e. SEE DIV. 6 SMfET A-I 4x10 BEAM LIKE. MIN. I' CLEARANCE FROM CONCRETE .4T END OF BEAMS SEE Div. 6 SHEET A -I 4x4 POST (SCAB POST AND BEAM WITH 2s4) ON 50• FELT ON MAT FOOTING UNAO. PROVIDE 40(6 POST • 15EAM SPLICE 4 POSITIVE CON- NECTION FROM POST TO /BOOTING_ PER DETAIL 16/01. SEE DIV. • SHEET A -1 • 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE. SEE DIV. 1 SWEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 I/2' SCEDULE 80 PVC :- CONDUIT FOR ELECTRICAL SERVICE AND (I) 5 /8'x•' LONG GALVANIZED ROD ':FOR ELECTRICAL GROUNDING. SEE DIV. I6 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HvAC, ETC. AG REQUIRED 18' x24' CRALLL. SPACE ACCESS. INSULATE AND (LEATHER STRIP. SEE DN. 01002.2 SHEET 4 -122 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST 24'X24'XT• MAT FOOTING ON SOLID SUBSTRATE WI (2) 6 4 BAR EACH WAY OR 12' STRIP FOOTING PER DETAIL I64DI 30')30'X1• MAT FOOTING ON SOLID SUBSTRATE W/ (2) .4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/D1 36')(36'X12' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 0 4 BAR EACH WAY STUD STEEL IT INTO SLAB • 12'oc FLOOR JOIST SEE DIV b SHEET A -I 4x8 BEAM LINE, SOLID BLOCKING BETUEEN JOIST OVER SUPPORT SEE DIVISION 06100 SHEET A -I PROVIDE SOLID BLOCKING T-IJ JOIST SYSTEM TO PR 'vIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A-! FP -21) MIN. 1' CLEARANCE FROM CONCRETE I FP --1 ) t FP -S (FP -9) (Fp -10) FP-II ( FP -l2) ( FP 4.3 ( FP- 14 ) FP -15 ) (FP -I6 ) (FP -n ) (PP -181 ( FP -19 (FP -2o) ( FP -22) FP -23 (PP -24 EDGE OF CONCRETE r +i U. .aG 3' DIAMETER STEEL POST POINT LOAD FROM ABOVE 2. SEE TYPICAL MATERIALS LIST ON SeCTsCS4 SHEET v►� -EE =S ET PCPS ALL NOTES AND REGUREmENTs CONCEIdiNG MECAANICAL. PLUMBING . 4ND ELECTRt•G4L f 4 71ER6 DESIGN BY PiA .AP THi►S6 PLAN emOiN iS FOR GENERAL LAYOUT ONLY ea Div- &WO SHEET A-I - "1%46 LOADING 8E£ D+, 010011A SHEET A -i • TRN56 SPAN( PER BOOR PLANTS - TRs56 TYPE PER RCAF FRAMING PLAN 5- ROOF FRAMs.* SPACING- 24' oc. U t0. b. ROOF P1TC•4- EXTERIOR PER ELEVArON NTEROR PER SECTIQN. ;. _ RAFTER TAIL 2.4 VERIFY. S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. ALL HEADERS ARE 4x• DF !' TWO. PROVIDE (I) T1 STUD UP TO 4' -0' SPAN • AND (2) TWINER STUDS Ov£R 4'-0' UNO- SEE Di /. 06100 SHEET A -I ATE STEM! UALL 8' WIDE W1T'W "NINE 3"xl• FOOTING. SEE DETAILS FOR ADDITIONAL. IPFORIATIO t 5EE DI V. 3 SHEET A-I CONCRETE STEM WALL 6' WIDE WTH MIN. Trx6' FOOTING. SEE DETAILS FOR ADD'TIONAL PFORfRATION_ SEE Div. 3 SHEET A CONCRETE SLAB. ON GRADE SHALL BE 4' Ti -IHCK STEEL TROWELED FINI84N, IIY 6.6 ILL4 d&L4 ULF - ON 4' GRANIt,LAR FILL. SLOPE 2' TO DOOR- PROVIDE THICKENED EDGE AT DOOR . SEE DIv. 3 SHEET A -I - 6x6 POST ON C866_ I' ABOVE SLAB ON 36'x36"x2e MAT FOOTI• ON SOLID SUBSTRATE WX •4 BAR EACI.1 WAY SEE DIV. 3 SHEET A -I •4 CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE Div. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x4 OR 3x4 • W oc. LINO. 14' MN STUD LENGTH PER UDC AT END OF BEAMS EXTEND PIER MIN IS' BELOW SURROUNDING GRADE SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSPOSING DOWN POINT LOAD TRANSFERING DOYN WI LOADNG HANGER I°OIIQT LOAD TRANSPOSED BY KICKER HOLD DOWN WITH SIZE DESIGNATION . VERTICAL STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELOW Stxx -- - ` -- HORIZONTAL STRAP WITH sin DESIGNATION - INDICATES BEAM CALCULATION WITH . 104DEXED NUMBER • IGII�4 • - 1>LTENT OP SMEAR WALL • TYPE OF SHEAR WALL -• • ---= WALL AbOvE b111111111111t WALL DeLOW NOTE UNLESS OTHERWISE NOTED, ENGINEERINE AND C,ALC.ULAT1 4 Egli NOT mIN T► OE DlRA4IMGs J()8 NO. : 9500 • main floor plan upper floor lower roof framing plan MEM MOM PLAN . FOSTERVIEW ESTATt CoP14 AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT {- _ . M + ' r t L_ s� T ._.1 _ 1 1 WW 6. A - _ ... `Y KapplerA � 1�1 i , � 14311 SE 16th S f. • ,... — 7 Bellevue, Washington 98007 : r� (425) 641 5320 Fax (425) 641 -531$ , h - ,17 _ ) +�, tom" .�.. " { -. t'._4•. : 1 ' 1 t I -. � + I � .'YL ,S r ref 7 - ==--�— / F �� '� ' V rl7. � , { { - [� �. { 111 ��11r1 , N(' ∎ 1i(, , Ns .;< , , e Z �f /r ® PEPS-11 r n r_.. n .g PL � • ,�,,'; . � , 6 OST I E ESTATES THIS DFPA MNG 6 - Q COPYRIGHTED AND IS THE EXCLUSivE PROPERTY OF: TI'S AF L4-UTECT , _ _ IN � - 4 - - AI t � ^yS ` 3't` tea` ^� • l� r• U.ALL LME BELOW J ROOF . LME BELOW .r • 7 .,'e, • • • rrr. i,• , ,_ s F -' t 'v I"1 mi t q i'moomq g pApp$4 ; 6 pm 2cLzt, t p g t ROOF VENT CALCULATION BASED ON 9 2-W NOLU PER VENT BLOCK ROCF VENT CALCS BASED ON MC SECT ION 15053 TOTAL ROOF AREA 849 SF/300 488 5F OF VENT AREA REQ 50 S AT EAVE : . 142 SF RECIARED 50 16. • 36• (MIN) ABOVE EAVE • 142 91: RECIIRED 1381ILii3d 51 LF. OF EAvE VENTS AT 52 SQ. NJLF.2852 ea NAB; SF 2— GABLE END VENTS AT li___— x 24__ • L_ SQ N,.74 SF Q__ GABLE END vENTS AT Q__ xI • Q._____ SQ. i14..0 SF _ 1 GABLE END VENTS AT * DIA. • 24 SQ. IN. ■.17 SF WPW TOTAL VENTS PROVIDED • - ' ...... R OOF JA-KS • ,. - • �_ SF ,j s EAvE vENTS • • 4 SF > _ GABLE END VENTS • 21 SF _ TOTAL SF OF VENTS PRROvFPED . 3,44 SF • AREA MAT 5E 1/300 iP A VAPOR RETARDER 15 INSTALLED ON THE WARM SiDE CF THE ATTIC INSULATION. UDC 15 0532 • EFFBGTIvE v1ENT AREA BASED ON A 3OIi 'REDUCTION DUE TO I /4• MESH 00 /t U L l PLAN 1568B - P z . "' ' • FOSTERVIEW ESTATES THIS oaAv (�iGH'f'� c ( AND IS THE EXCLUSIVE PROPERTY OF (HE ARCHITECT I Kappler Architects, P.S. 14311 SE 16th ST, ,,,_ ' k Bellevue, Washington 'g8007 ' t -,,..41_::''(425) 641 -5320 * Fax (425) 641 -5318 i RILE , Jot NO.: proem ..,�I b ROOF VENT CALCULATION BASED ON 9 2-W NOLU PER VENT BLOCK ROCF VENT CALCS BASED ON MC SECT ION 15053 TOTAL ROOF AREA 849 SF/300 488 5F OF VENT AREA REQ 50 S AT EAVE : . 142 SF RECIARED 50 16. • 36• (MIN) ABOVE EAVE • 142 91: RECIIRED 2 ROOF JACKS AT 50 SQ. N. EACH.=O SQ. N.• a at 51 LF. OF EAvE VENTS AT 52 SQ. NJLF.2852 ea NAB; SF 2— GABLE END VENTS AT li___— x 24__ • L_ SQ N,.74 SF Q__ GABLE END vENTS AT Q__ xI • Q._____ SQ. i14..0 SF _ 1 GABLE END VENTS AT * DIA. • 24 SQ. IN. ■.17 SF _ TOTAL VENTS PROVIDED • - ' ...... R OOF JA-KS • ,. - • �_ SF ,j s EAvE vENTS • • 4 SF > _ GABLE END VENTS • 21 SF _ TOTAL SF OF VENTS PRROvFPED . 3,44 SF • AREA MAT 5E 1/300 iP A VAPOR RETARDER 15 INSTALLED ON THE WARM SiDE CF THE ATTIC INSULATION. UDC 15 0532 • EFFBGTIvE v1ENT AREA BASED ON A 3OIi 'REDUCTION DUE TO I /4• MESH • �,, • 1515 � (�f 11�C tII•. +aTO rye ' c:kr J r: r I GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES F -2 � F -6) t F -1 F -a I F -5 ) F -I1 ) F -R3 F -IA i F -15 L BE COVER SHEET FOR A.. GDERAL NOTES ASV RECIAPIEMPOS. 2. SEE TTP +SAL t4ATERRIALS LIST ON ee..cnce4 SHAT 3. SEE Ca/—EET FOR ALL NOTES AK) REQ1sRREMENTS CONOMANG MEC ►N:6.4L, } ._urea4a, AID 'RKAL .4 TRU'6 DESIGN Dv MM4F TRUSS PLAIN a.ONlr IS FOR GENERAL LAT= ONLY SEE Div. 6100 So4EET A -I - TRUSS LOADING SEE Div. 010001A SHEET Al - . - TRA9S SPAN PER FLoOR PLANS - T16.166 T'! F€ PER ROCF FRAMING PLAN S. ROOF PRATING SPACING 24' oc UMO. 6. ROOF PiTCH+- EXTERIOR PER ELEvAT1CN +P!''ERIOR PER SECTION. 9- RAFTER TAIL 2x4 v'ERiF1' fitcCF TAIL ANID RAKE OVER-LANG PER ROOF PLAN • •e ALL HEADERS ARE 4x0 DF UNO. PROVVD£ (i) TRMIER STUD UP TO 4' -0' SPAN AND (21 minim STUDS OvER 4 UALO. SEE DIV. 06100 SHEET A -1 BACK FRAMING AND 5OFFIT AREA AS REQUIRED TO ALLOW FOR WYAC DUCTING. SEE Orv.15 SWEET A -i RAKED PONiY WALL ON TOP OF LOUE'R ROOF FRAMING MEMBERS &1PPORTRNG UPPER RGY.F FRAMING i" Ei" IBERRS. 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 GF JOIST WITH NO TOP PLATE. CUT AD.JAaENT FRAMING f" iE INTO BEAM FOR ADEQUATE SUPPORT ATTIC SPACE VENT SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV- 06100 SHEET A -i SEE ELEvATICNS AND SECTIONS FOR PLATE WEIGHT PRESSURE ISL.00RGNG SEE Div. 06100 SHEET A -1 FLUSH - BOTTOM OF SEAM EvEN IW BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP CF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM SUMPS DOWN BELOW JOISTS 2X6 OvEIGFRAMNG • 24' OC 2X6 CEILING JOISTS • 24' OC SYMBOLS & LEGEND POINT LOAD FROM ABOVE PONT LOAD FROM ADOvE W/ LOADIN1 POINT LOAD TiRANSFE}RING DOWN POINT LOAD TRANSFER ING DC IN W✓ LOADING I•4ANGER POINT LOAD TRANSFEIREED DY KICKER : HOLD DOWN WITH SIZE DQSIGINATIGN :t P VERTICAL STRAP WITH SIZE DESIGNATION TO DE USED ON FLOOR BLOW 6Txx — HORIZONTAL STRAP WITH SIZE DE EMONi4TiON ND!CATES Baal CALCULATION YNTH • • " INDEXED iNUMeSR EXTENT OF SHEAR WALL A.' TYPE OF 614EAR WALL • t WALL . ADO. WALL ee.LO■ Nom UNLESS O ERR,tN*E NovD, ENi orem1iA1 AND T t v p X . r . y. r l :i , .t.... •' r+ +.. r:11.40 ; .H "•, 1st • .■ rPv 4 11•x24• HIM T tusrserstus,t+sa : ei :sssnian:t attri arratrvrimuraumis ;inmaso ur t1 1 N 1 1/ 1111 111 1! 1111 111Nft11�111i/1/Ul1111U11111N11i11 i111N1 1/ /�NN11111/ 1111l 1 11111111•1111•ftN111111N1W11ii11 , 11111 tt 111 1th,11 1111111111M11gl tiilt ii111111 �I11 INIM ±I / .«mil 1f1N1j1111111Hi1111111i11/11111 111111/11N1111111MiIt -- '�`. -•�•a 1111 itul / 111# 111111 111/�111it/1111111111l1 191111r111l111t1111 1r''� 11th semia111 sills liiiNli�Hlfit1111ll11i 1 / N11111111111111111111111111111111111111111111111111111111111M _ _ s ,• a111111I111iNl 1111 1 1111111111111111r" Dc4 0YER bob TRVI a• sa couii bc4 OVER 1x6 TRIM 2x6 1Rf1 COUP% USE 2x4 TRP1 M Mv.4440M..0 r{`, 1 • , 441 • T CD a • al h H 6 Z 8 1 ! 4 ;LI 4 SHEET i tvr•n► . » .o...P1410v . • � - :; • . 1 m„,,„,„s „,,,,,,fc.,k -__ . �; - ,r r l Descfibon NU i t !Ht. I5 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 NECESSARLY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDINATE BUBBLES ON PLANS THIS DRAWING IS p COPYRIGHTED AND IS THE EXCLUSIVE PROPf R1 Y OF THE ARCHRECT I I Kappler Architects P.S. • 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TTTLE 'XS/4. 1I 1 / . s ._ SHEET ., i (2) SAY • AB. E tfi T :B'BEDNBTT UND CN SR WALL 6 •i3,c .+I E* P01►DATIA4 BET A616) M. R R Tit* G Pet FLAN , -(DIY. 6 SWEET A-I) SEE FOINDAT10N DETAIL(6) TIP. DOVISOR WALL CGIMTRICTION PER PLAN (CRY.* SWEET A M. IILOOR FR PING PER PLAN (DN. 6 VET A-I) �6,CCL�I��yD��Ix.OGY.NG OVER SUPPORTS CCITICN i JONI • - , Imp = :11411. ---' — — -- ►_ '� LOCATE SWAMI* JOINT • IbTaTaTa, svara,aTm COMM FETZER ' 1 / / t 111I11T&V 4' CONC.. SLAB Ovet 4' QA Av1L BED (DIV. 3 SWAT A -1) TREATED MID SILL (DIV 6 SUET A - • J. 3S 1 1 FOUNDATION /FRAMING CONNECTION �� FOUNDATION DETAIL EXT. DOOR THRESHOLD DETAIL 3/4-er� - ii rm. (DM -1 See 4Y NM= REARM SILL (CN/. 6 OMIT A-t) iQ *'AJSI4 ♦ OC. (DIV .311 T - SLAB MOW* PQEt PLAN (DIV. 3 OW A-I) — YAPl7R BARRI9t OWL SPREAD F T 1 °ER PLAN (DW. 3 GMT A4) • e a) A/ BAIL GON'T (DIv. 3 SST A -U EXT. DOOR NO PRATE (Div. 8 S ANT A -I) DOOR TH EGIVLD PIG A6 RIOT). (DIV 1 S1$T A-I) FERVIESTRAL FLARING 4' CONC. SLAB OYER 4' GRAVEL CEP (DNS 4 MEET A -1) 2xT2 TREATED T1ESIICLD 11!71 RIM JOIST TREATED hip SILL (Div 6 SWEET A -I) 4 4 ART. 1E -BARB FROM 61E1 WALL 6TWEEED WO SLAB TIT. FLOOR FRAMIIG PER PLAN. (DIV. 6 SWEET A -I) RLL WCTI4 TREATED MD SILL 144/4GER PER MG 'Yr. FLOOR FR/MS PER PLAN (DIV. 6 SUET A-I) Td EXT. DOOR RV FRAME (Dtv- 3 &CET A -I) DOOR 1IIIES14MD FLASNtNG A6 REQD. (DN.1 SISET A-I) IERVESTRAL FLASH NG 4' CONC. SLAE OVER 4' dRAVEL CED (DIY. 4 SWEET A - I) TREATED 11/D SILL (DNS • 54W A - I) r AIRSPACE TIP. V VERT. RE-BAR PALM STEM WALL STUBBED INTO SLAB POST A c BEAM PER PLAN R THRESHOLD DETAIL " M. ROCK FRAMS PER PLAN (DIV. 6 SHEET A-I) TT. EXTERIOR WALL CaN6111LICTICN PER RAN (DN. 6 *err A -I) TREATED MID SILL J ' SEE FOUNDATION DETAILS POET AND BEAM PER RAN RECEIVED CITY OF TUKWILA -. rE . k n8 .: • 'PERMIT CENTER 3/ FRAMING/FOUNDATION CONNECTION 4•14•0* 00VO4083004&_TJI 4M PLAN 1 -I/2• p CANTILEVERED RETAINING WALL 3/4•61-0r - - 03800 -00000-22 ERAMINC= PARAI LEi TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL W41r41•11111r411T111T411r /1T111111r41 �II /V / II�II V 1 TYP. EXTERIOR WALL CCeWSTRJCTKM PER PLAN (DIV. 6 61sT A - I) LOCATE SWEATWP JOI4r • COMMON MEI'BLit RIM BOARD I!2'• •x • A.8 1W 2xnC'.Ji6 • Sa STEEL PLATE WA3i•ERS • 4'-0' DC. (DN. 3 SWEET A-I) D(GEPT A6 NOTED ON GNU/WALL SCHEME 1' MIL STIED. (2) V DAR • TOP M ART. DAR • I2' oc (DIV. 3 SWEET A-I) V VERT. J • 12' oc (DIV. 3 SHEET A-I) VW4C12. BAR •10' r-6• OVERLAP (MN) (Div. 3 *VET A -U V BAR • tY oc (Div. 3 SHEET AA) TEGW4TLlE 4' PEW. FT1'i DRAM WALTER N 24' GRAVEL BED. (Div. 2 SHEET A - I) (4) •4 CAR CONT. (Div. 3 SWEET A - SOLID SUBSTRATE WNW AB UY 2')Q'X3A6' SD. STEEL PLATE WASWERS • 4'-D' 0.C. (DN. 3 %BET A-I) INCEPT A6 N01ED OV 61EARUALL 6011E 1' M Ri. ROM. 'I4 Z - BARS • 24' oc 3 r V vERT. CAR • IO' oc (Div. 3 SWEET A - U 44 NMI. BAR •W'oc (Div. 3 SEE, A-I) SEFO CUT NTO SLAB S VERT. J -CAR • S' oc (Div. 3 bt ET A -U V NOM CAR • 10' oc 1' OVERLAP (MN) (Div. 3 SWEET A -U V BAR •Q' oc L•2' -6' (Div. 3 514EET A -U TIG 4TLINE (4) '4 CAR CONT (Div. 3 SI♦EET A - U TREATED PAD SILL SEE FOG4DAT1ON DETAL(5) SOLID SUM/RATE 4' PEW. FTCs. DRAIN WALTER R M 24' G BED. W (DIV. 2 S - TIT FLOOR MRAMNG PER PLAN. (DNS 6 SWEET A -I) MATED KV GILL GEE FOUNDATION MASA) M. 11.001t PROM PER RAN (DIV. 6 SNIP A -I) 0:1300.00000411 TTP. EXTERIOR WALL CONSTRUCTION PER PLAN (DN. 6 SWEET A -I) LOCATE SWEATW4*G JOIST • CCM'ICh MEMBER SOLID BLOCKING • MI JOIST • EXT. IMLL POINT LOAD CEARI43 PER PLAN FRAMING/FOUND ►T'ION DETAIj. $/4•*f.Or ' :> " . i0111004102040L.T.11 4 K appler Architects, P.S. 14311 SE 16th �r (425) * Fax (425) 641 -5318 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 STANDARD DETAIL SHEET NOTE THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSEtNG 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 0 CoF ITE1 'AND It THE EXCLUSNE PROPERTY OF THE ARCHRECT • Date By . Description rr� r ill ,lt�i= —i ii 4Y W IN* c1 Y ,n! T •Kr r �� ��� f• _ + 1 +4 Y 7 ck.3Y5 6;; T • T.11 JOIST DETAILS 1 71,'"7.=- e : " Ka Ie Ar P.S. :.14311 SE 16th ST. } r r5 `; ' r ^ ,i Bel�VUe Washingtor 98067 • : � x iT. (425) 641 -5320 * Fax (425) 641 -5318 • '`•. f h DETAIL SHEET W By y� 1 STANDAR D ;� 4 :'KM ,,° t. R,fp ii' '�` t i- �',' e '" , ! Jtp - , + a�:t r�1 I - NOTE THIS IS A STANDARD DETAILS SHEET PREPAIRED FOR SINGE FAMILY HOUSE4NG TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDfT)ONS. NOT ALL DETAILS ON THIS SHEET WTH DETAIL ARE NECESSARILY INCORPORATED INTO THIS SPECIFIC PROJECT. COORDIN v,4 BUBBLES ON PLANS- THIS DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE ' PROPERTY OF THE ARCHI ECT `._ T _ r ill ,lt�i= —i ii 4Y W IN* c1 Y ,n! T •Kr r �� ��� f• _ + 1 +4 Y 7 ck.3Y5 6;; T • - ' , ►_: 4 sll111•11t,10111111 UPPER WALL TO L ! W R ROOF CONNECTION • J ;7, elaii 1 4'-0' NTS 13/4"4-0" MIMI RR PLAN WNW , AL1i6 PM .. SMEARIIIILL 6G IERLE 16O TO i1AIO. NM- WILL NAil6 MOD � MO TOP PLATE IAIB EDGE 4 RED NALP PM SOMME SHEAR WALL o GABLE END ,fir • e k'S TTP MALL CONST ICT10I u MALL MILANO* Peri SQNEDLLJe INTERIOR SHEARWALL TO ROOF COND. 3/44.0 - vco04e10041, O d 8 d NAIL • 4' oc • EA OUTRIGGER B dNAIL •6' oz. TO TOP CFNORD 4BLDCKS* Iz BAME 4 Ix3 TRPS 1x4 SACKER FOR BAW& NAIL 2c4 OUTRIGGERS • 4' OC, LATH ,JOIST I.&4 ER • TRIM GABLE END MISS S A3b CLIP PER SFEARIDALL 50EOUL.E TYPICAL ROOF CONSTRICTION TYP EXTERIOR WALL CONSTRICTION UN WALL SHEATHING PER SCFEDILE (1) h. d 8 d NAIL • 4' or. • EA. OUTRIGGER 8 d NAIL • 6' oc. TO TOP PLATES 4 BLOCKS* 1X4 OUTRIGGERS • 4' OL. IITN JOIST HANGER • TRU58 TYPICAL ROOF CONSTRICTION J T1T. EXTERIOR WALL CONSTRUCT/ON w 1UALL blAflhIG PER SCHEDULE i • SEE ELEVATION 'v 01111211 Al Pd mono.? RATE HALM PER 11E,MYL SCHEDULE PANEL EDGE • FELD WALING PEIt /C+EDttE HOLDOWN STRAP o FLOORS 3/sgl •ar TYPICAL ROGF CONSTRICTION N15 • 48' O.G. (3) 8 d TOENAIL • TRJ6S L3030. 48' or. BLOCK)** TO TOP PLATE d•6' dr. •BLOCKING BLOCKING PER ARCH DETAILS PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION 3/4"4'-0r 1y000-oeioo•113 © 3 /4"21-Or ERAP • /LA• • *OEM INSLL wawa 14M nillsentam LA. RN EGpEi TTP EVIRIOR WLL COMPIINCTION V Ii SEA'tiN •G PER M. T.I P.00R CO OTRUC7L0• TYP EXTERIOR RL4LL CONSTRICTION iIATN WALL SHEATHING PER SCHEDULE TYPICAL ROOF CONSTRICTION FOS T!E • EA TRrIS6 L830 •48' 8 d • 6' oz. • BLOCKY* ELAO N3 PER 4/40 4. DETAILS ,,1 ....„.., ,z......, 1 I 1 - PER PLAN TYP. EXTERIOR WALL C.O1461 JCT1ON 1 _ MTN WALL BEATH % PER SCHEME CITY RECEIVED ruKWILA 00 .--062 F£8 2 8 200a ALL 0 EAVE PERMIT CENTER 1700400106.00 A33 CLIP PER SHEARIJAU. SCHEDULE : 1 • TITLE SHEET ,,,,... ,.. 2 ,.:, .., .. „J.:, . :,.., a j r. f. TJI JOIST DETAILS p ALA , — Imo. • ' i i1 .M. 1' }� Asi:1110111111111111BUI11111111111 411.111111111M1111111111 I iii II pm ir - illipb mr.. _ _- ri I I mom mit a .:,---finlag .+E oil 14,\. • in a w.Ntiv NMI blii. m=ar. , t�P '.:. 4 .� i�T r�l -,• :_ f`ai ~� •Ilr IIIIIlE ,∎1 = NMI IP .qe ti. 7 k ij e e r i Iwll TTTi , ILETIERRAUSER RARDSGIARIZ, MOM OR EGUAL vw' OM Two SIDES l SYNiGER SFEATU S JOINTS YW2) STUDS • PAM- EDGES It Or lM , ? ' ler Architec P.S. 14311 SE 16th ST. ,,, , �Y Bellevue Washington j ` 38oQ7 ng : . ,- * 64fi -531$ (425) 64 1532Q Fax (425 ) k ="t ` SHEARWALL SCHEDULE ID GM $ gas i a$e ail NA •. w 4. N w ♦ .. •n 6. ' a NAILING to r a a, a a s a a A N► - ' -+ MW MOO •rr r i ; • R 4 Q R = w p .r t7l M t 4 BLOOMS TO TOP PL. 2 VMS U w � e r tf 4 . a It & t • • • f • • • • • • • • • W . at it w t. of IN " - tO 'CV' PL NAx.ICIo Tai JoleT3 -t l N � �t .. fi K E f fi I I! • • 1 • • . • • • • • • W + • v. •4 i W • lT •+ q Dona" PLAT! 1 ; I F s r c I 2 S LA ALA , — Imo. • ' i i1 .M. 1' }� Asi:1110111111111111BUI11111111111 411.111111111M1111111111 I iii II pm ir - illipb mr.. _ _- ri I I mom mit a .:,---finlag .+E oil 14,\. • in a w.Ntiv NMI blii. m=ar. , t�P '.:. 4 .� i�T r�l -,• :_ f`ai ~� •Ilr IIIIIlE ,∎1 = NMI IP .qe ti. 7 k • l a I Ke = � ? ' ler Architec P.S. 14311 SE 16th ST. ,,, , �Y Bellevue Washington j ` 38oQ7 ng : . ,- * 64fi -531$ (425) 64 1532Q Fax (425 ) 5 - VT" 'f . ' • : e . r . L vl• ,. i . ... t$t , x $ ` , DLJJA t ` r }, 22340 MJI`1 PEMIT SET M ° ►, r r +, 5 r,1 1 f. fi }. PLAN 15688 - . : FOSTERWEWV ESTA TH DRAVVINd is © COPY H7` AND IS 1 HE EX LUS1' E PROPERTY OF THE ARCHITECT .,� ALA , — Imo. • ' i i1 .M. 1' }� Asi:1110111111111111BUI11111111111 411.111111111M1111111111 I iii II pm ir - illipb mr.. _ _- ri I I mom mit a .:,---finlag .+E oil 14,\. • in a w.Ntiv NMI blii. m=ar. , t�P '.:. 4 .� i�T r�l -,• :_ f`ai ~� •Ilr IIIIIlE ,∎1 = NMI IP .qe ti.