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HomeMy WebLinkAboutPermit D2000-059 - FOSTERVIEW ESTATES - BASE PLAN 2246FOSTERVIEW ESTATES PLAN 2246 D2000 -059 Architect: Expiration Date: Valuation: $ Page 1 of 2 City of Tukwila Department of Community Development Steve Lancaster, Director IDELINES FOR SINGLE FAMILY BUILDING PERMIT BASIC PLAN FOSTERVIEW ESTATES For Office Use Only: City's Basic Plan No.. 17ZDDU Basic Plan No.: Met 1 lTrj Address: ( I 1 ( 10 Fupooe um. i f) 00; Phone Number: (4Z 4'(' 5 " 'O Contractor: i V\fP1 % 1 1L Address: Pa 13ox 1 1 1 5nuktoip,* WA- Phone Number: 6(00) 90S 7 107 0-01140 « 42411) WA State Contractor License Number: l 2- I�—rx� 2Z I& B asic Plan Information: Number of Floors: Basement: Yes X No Square Footage: First Floor: 1 Second Floor: 12- 1 Basement: q So OMF N I St Garage: � Deck: Covered: 40 Uncovered: CO 4 21'1 '14( , .(e , / 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 wrN..... ........i.Km.rsv) M+4.,. 1. .W*uHV+ter.+ +:+ .ormrr.n wv<�v++».v�a Steven M.Mullet, Mayor 1 z 1._ w JU U0 U) 0 U) w CO w ° g Q w d = w H Z: Z �. F- o Z U0 o ff • w u. i u z o '' z GUIDELINES FOR SIivuLE FAMILY BUILDING PERMIT BASK PLAN FOSTERVIEW ESTATES Basic Plan Submittal Information: 1. 2 complete sets of construction drawings to include the following: • floor plan • roof plan • building elevations (all views) • building height • building cross section • structural framing plans and details necessary to completely describe construction • Washington State Energy Code data and prescriptive heating system sizing. • Washington State Indoor Air Quality Code information. Conditions of Basic Plan Submittal vs Site Specific Plans: 1. Basic plan review fee shall be in accordance with Table 1 -A of the Uniform'Building Code adopted by the City of Tukwila. Site specific plan review fee is $400.00 plus any fees associated with the addition of decks, basements, etc. added to the plans at the time of site specific submittal. If it is determined that the site specific plans need to be reviewed by the City's structural consultant, the applicant agrees to pay the fees assessed for this review prior to permit issuance. 2. Architect of record agrees to submit site specific plans consistent with the basic plan submitted for review. If the site specific plan is revised, the revisions must be clouded and appropriately identified in the revision block. The Building Official has the authority to require a full plan review fee for a site specific plan if there are significant revisions to the basic plan. 3. The approved basic plan is valid until any amendments have been made to the State Building Code as adopted by the City of Tukwila or no longer than 2 years from the date of this agreement. Site Specific Plan Submittal Information: 1. Single Family Residential Permit Application; 2. Four (4) copies of the site plan/civil drawings; 3. Four (4) sets of construction drawings, including foundation plan. 4. Three (3) copies of the geo -tech report; 5. Two (2) copies of Washington State Energy Code data and prescriptive heating system sizing; 6. Washington State Indoor Air Quality Code information. 7. Two (2) copies of soils engineering and calculations stamped and signed by the geo -tech engineer of record; 8. Sewer availability letter from Val -vue Sewer District; 9. Water availability letter from Water District #125; and 10. Statement from soils engineer ? ?? 11. Mechanical Permit Application; and 12. Specifications for mechanical equipment. "' a back of each application for a detailed list of submittal requirements. i t t 2 ZV Develope` Date Page 2 of 2 , ..r.....,v....... -r.:sx r: s !rnr..- n•rw «.i.....s•n.vw.vszrw :rn z w re f 6 JU O 0 co wi CO W w 2 g a _ ° I- _ z � I- O Z ~ U� 0 O H w U O W D. O~ z • ��:�. ,., �.t • :.,t. u . ..,...'.t:.i5 .wi! .r ":. . u .f.J.�i:�.'. -.1 u= ..[.t.,.. ✓. .. ', s;''. �t7Qn .•�f.'*:�;.<a:.rM.'11,v..l;:;,; it ',..." X . ii � .. ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA 2---jOO— ®Sq TRANSMIT * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800240 Amount: 1,082.74 02/25/00 16:55 Payment Method: CHECK Notation: KAPPLER ARCHITEC Init: BLH Permit No: D2000 -059 Type: DEVPERM DEVELOPMENT PERMIT Site Address: 13400 42 AV S Total Fees: 2,752.99 This Payment 1,082.74 Total ALL Pmts: 1,082.74 Balance: 1,670.25 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 1,082.74 1949 02/29 9717 TOTAL 5695.64 Q4 , A.4 ;4,.s+;V ru ltieSbFyliW:% 3tYa+ 14� ;.`hI�£d�',ili�:SCY,'}4+ii.,, JU W C w; J w0 J ' u. El I- In Z �.. F-0 Z ~` uj 0 O N ' • f- w W ' • ty — O. z u) . Z ' =rr `WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Homeowner: Builder: Site: DUJARDIN PLAN #2246 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component BG Wall 2' BG Slab 2' On Grade Slab Floor Glazing Q15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description BG Wall R13 Batt 2' depth BG Slab On Grade Slab R5 2' horizontal Floor R19 vented Joist 16oc Glazing Qllo * *vinyl clr /air 'Items in parentheses not included in COMPONENT PERFORMANCE totals. - ** Denotes non - standard values - check calculation of thermal value. Page 1 REFERENCE 689 10.85 Analyst: MATT MERCER Jurisdiction: Utility: House Type: Single Family Floor Area: 3196 ft2 PROPOSED 630 Btu /hr -F 10.66 kWh /ft2 -yr Reference Value X U -0.043 F -0.690 F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.036 ACH -0.350 Value U -0.056 F -0.673 F -0.700 U -0.041 U -0.520 02/25/80 HOUSE ID: 99090.22 Weather Data: Seattle, WA R; Climate Zone: 1 Area = UA 270 11.6 28ft 19.3 114ft 61.6 1307 53.6 479.4 311.6 38.0 14.8 2733 169.4 1307 47.1 30008ft3( 192.2) Reference UA 689.0 X Area = UA 270 15.1 28ft 18.8 114ft 79.8 1307 53.6 340.0 176.8 'WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 02/25/80 FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS Doors Wood 1 3/8 ", solid flush AG Wall R19 STD Lap Wood R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing 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: 169 MBtu Annual Cost: $ 946 Ventilation System: Integrated Spot & Whole House Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: PROPOSED DUCT SYSTEM SUPPLY RETURN Solar Access: Partially Shaded Location PROPOSED Gas Furnace DEFAULT Vented crawlspace Attic or garage 78 % 0 61 % 0 0.60 43682 Btu /hr 9998 Btu /hr (23 %) 53680 Btu /hr 80500 Btu /hr (150 %) 0.0 () Btu /hr tons( @125 %) kWh /yr Avg Rvalue Page 2 R- 8.0 R- 8.0 U -0.390 U -0.062 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 Surface Area 639.2 ft2 127.8 ft2 HOUSE ID: 99090.22 38.0 14.8 559 34.7 2313 189.7 1307 47.1 30008ft3 (192.2) 3196 630.3 9588 •WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99090 \ \9909022.WS GLAZING ORIENTATION PROPOSED PROPOSED South 85.0ft2 North 170.0ft2 Southeast : Northwest : East West 85.0 Northeast : Southwest : Eff S Glz: 3.2% 02/25/80 HOUSE ID: 99090.22 ------------------------------------------------------------------------ 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 3 • : 0 to 0 . w w J ' u. WO W Z F=- I— O Z w W; � or O � Ca W w, UET .. Z: W 0 Z • WINDOW TOTALS ROOM I NAME WI FEET) (IN FE I (IN FEET) IN S DARE FEETi1 QUANTITY ANY) I (HOW MANY) f AREA (IN SQUARE FEEET) TOTALS I (IN SQUARE FEET) LO � BASEMENT 6.00 6.67 40.02 1.00 40.02 95.02 BASEMENT 6.00 5.00 30.00 1.00 30.00 BASEMENT 2.50 5.00 12.50 2.00 25.00 MAIN FLOOR LIVING 5.00 5.00 25.00 1.00 25.00 DINING 5.00 5.00 25.00 1.00 25.00 KITCHEN 4.00 4.00 16.00 1.00 16.00 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 7.00 _ 5.00 35.00 1.00 _ 35.00 TOTAL MAIN 116.02 UPPER FLOOR M. BEDROOM 7.00 5.00 35.00 1.00 35.00 M.BATH 2.50 3.00 7.50 1.00 7.50 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 2.00 3.00 6.00 1.00 6.00 OFFICE 2.00 3.00 6.00 2.00 12.00 OFFICE 7.00 4.00 28.00_ 1.00 28.00 TOTAL UPPER 128.50 SUMMARY TOTAL GLAZING SQ. FT. 339.54 TOTAL HOUSE SQ. FT. 3,196.00 Glazing % _ 10.6% Kappler Associates Architects ,JOB NAME: JOB NUMBER Copyright 1994 DUJARDIN 99090.22 2/25/00 DATE: BY: 1/24/00 MJM GLAZ2119bAS.xls IMMO z W ec 6 0 0 N LU J H 0 W W U I- O W ~ W U 0 0 N . 0 H W uj r - 0 E P /- z Kappler Architects VERSION 97•Y INCLUDES] STORY Job No. 99090 -22 Date 2/24/00 SPM Lateral Analysis for: Dujardin Plan #2246 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 1251. :974 =, 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) Long Wall 0:36: ; •° ° -. 1250 ... 10 `, 10.7.:. 9.0 ... .•11.0 �. t\E CI D KAPPLER ARCHITECTS ) 't BELL E4 WA tA'P' 9 tut 9909022_(ExpC)_PIan2246_1997 -9 Lateral analysis worksheetl.xls ! :i -iw �lA9Fli!�s r: FT FT FT NOT LID 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) 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default EsUti Rt. v+vis�o� 29 :. 2/25/00 PAGE 1 z re W J U 0 co 0 J H co IL w J LL j. N I=— _ z F. I- O W H-, U c O � OH W W U LI O w z U= O I— z WALL HEIGHT Ce Cq qs Iw 249 0.00 0 -15' P= 1.06 1.3 16.40 1 22.60 PSF 20' P= 1.13 1.3 16.40 1 24.09 PSF 25' P= 1.19 1.3 16.40 1 25.37 PSF 30' P= 1.23 1.3 16.40 1 26.22 PSF 26.22 281 25.37 228 22.60 249 0.00 0 REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability /Redundancy Factor: P = 2 - ( 20 / ( r max ((sq. root of AB))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear r i = element story shear x 10 / lw element shear Iw (LENGTH) P= WIND PER SECTION 1618 VALUE USED Ce = Cq = qs = Iw = r max = -1.43 1 1.06 1.30 16.40 r i = I -; ::.797 ..: , 3.5, r i story shear 2277 1 13801 therefore use DESIGN CRITERIA FOR WIND ANALYSIS DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor 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 SPEE 16.4 Default for 80 MPH 1250 35 22771 0.17 WIND FORCE TRIB.HEIGTH (P) Roof (Upper walls) 10.7 (P) Upper Floor (Main walls) 9.0 (P) Main Floor (Lower walls) 11.0 #N /A 0.0 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 9909022_(ExpC)_PIan2246_1997 -9 Lateral analysis worksheetl.xls PSF PLF SF # FT # FT # FT # FT 2/25/00 PAGE 2 (P) Roof (Upper walls) 12 1251 SF 15012 ADDITIONAL LOAD 0 49 29 0 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 Roof (Upper walls) 32484 30 974520 974520 0.4738 6538 Upper Floor (Main walls) 32397 21 680337 1654857 0.3307 4564 Main Floor (Lower walls) 33513 12 402156 2057013 0.1955 2698 (P) Upper Floor (Main walls) 15 995 SF 14925 S / S EX. WALLS 10 98 8 7840 F / B EX. WALLS 10 58 8 4640 INTER. WALLS 8 78 8 4992 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEARWALLS 32397 (P) Main Floor (Lower walls) 15 974 SF 7305 S / S EX. WALLS 10 98 12 11760 F / B EX. WALLS 10 58 12 6960 INTER. WALLS 8 78 12 7488 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEARWALLS 33513 #N /A 12 0 SF 0 ADDITIONAL LOAD 0 0 0 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 16b0. 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 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALL WEIGHT TOTAL WEIGHT W= 32484 # 98394 BASE SHEAR: Vb= 0.1964 98394 19321 WORKING STRESS WOOD DESIGN 1.4 1 13801 I# Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi TOTAL FLOORCA ORDB2 /XRCHITI26218377 BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) PIan2246_1997 -9 Lateral analysis worksheetl.xls *load reduced by half due to plan configuration of front wall being concrete Wihi / sum 13801 I# 2/25/00 PAGE 3 • m r t e ver,rrnrrvrmwcrr rx - rrYztmer 71 oiree' rn rmorknla a limm..!n,,..r.+ ,..„.,,„,...„, ate,,,,, ^ , , Z W 6 D UO N O W W J W O g Q D. D. I— W Z �. I O Z I W U � O - . 0 I- WW O i Z ' U c ' O Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (VV)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main walls) (F) Main Floor (Lower walls) #N /A ROOF DIAPHRAM SHEAR AT BASE ANCHORAGE 1 /2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 164 138 174 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING SEISMIC FORCE Shear Walls UPPER FLOOR WALLS MAIN FLOOR WALLS LOWER FLOOR WALLS WIND GOVERNS WIND GOVERNS WIND GOVERNS 281 509 758 # FT # FT # FT NOTE: DUE TO THE HIP ROOF CONFIGURATION, THE LOADS WILL BE REDUCED AT THE OUTER GRIDS (GABLE ENDS ONLY) BY 40 %. THE LOAD WILL NOT BE REDUCED FURTHER THAN THE SEISMIC LOADING. CHECK TOP CHORD M= 54935406.76 T =C= 1894324.371 2 -2X4 10.5; `.18041 ALOW.Ft= 2 -2X6 16.5 ,; %£ 11480754 16d 1013100 08 1.33 143.64 # /NAIL 056992 # FT 731.501 # /BOLT 2.43 FT O.C. # /BOLT 3.49` FT O.C. 1050.71 1008076.328 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_PIan2246 1997 -9 Lateral analysis worksheetl.xls 13188.00 NAILS 13801 (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 525 1.33 Not included in total 164 138 174 0 281 228 249 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 2/25/00 PAGE 4 10 3.5 3.5 2.5 0 177 MIP14 04 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 4966.08 4966.08 3547.20 0.00 MIN PLATE NAILING 10 INC O.C. 280 280 200 0 125 125 120 0 472.50 472.50 266.67 0.00 1283.88 1283.88 1312.21 #DIV /01 CS16 -30 CS16 -30 CS16 -30 #DIV /01 I 18 10.5 9.5 0 0 253 IMP1:4 t Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 21229.98 19208.07 0.00 0.00 MIN PLATE NAILING 7 INC O.C. 840 760 0 0 0 0 0 0 2940.00 2406.67 0.00 0.00 1741.90 1768.57 #DIV /0l #DIV /0! CS16 -30 CS16 -30 #DIV /01 #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR Load Ht. 8 168 H z 0 cc u_ 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 281 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT UPPER FLOOR TRIB.LENGT Load 281 Ht. 8 Mo= o: Wall(DL) 6 Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 168 Ht. 8 Mo= Wall(DL) Roof (DL) cc 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a a a a WALL SEGMENTS b c b c b c 16 8 17972.47 640 0 1706.67 2033.22 2- CS16 -30 5.5 12356.07 440 0 806.67 2099.89 2- CS16 -30 2.5 5616.40 200 0 166.67 2179.89 2- CS16 -30 0 0.00 0 0 0.00 #DIV /01 #DIV /01 281 110PRIWN4, � b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_P1an2246_1997 -9 Lateral analysis worksheet) .xls d d d d SHEAR V WALL TYPE MIN PLATE NAILING 6 INC O.C. 8 3.5 2287.40 280 432 830.67 416.21 8 5228.35 640 672 3498.67 216.21 NA NA 5 3267.72 400 288 1146.67 424.21 NA 0 0.00 0 0 0.00 #DIV /0! #DIV /0l 82 IsTtRi=s MIN PLATE NAILING 21 INC O.C. 2/25/00 PAGE 5 I 4 5 25 0 0 22 k i)4 Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 898.62 4493.12 0.00 0.00 MIN PLATE NAILING 77 INC O.C. 400 2000 0 0 0 0 0 0 666.67 16666.67 0.00 0.00 46.39 - 486.94 #DIV /0l #DIV /0! NA NA #DIV /0! #DIV /01 14 13 0 0 0 3021aP1e4msl Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 31451.82 0.00 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 1040 0 0 0 1404 0 0 0 10590.67 0.00 0.00 0.00 1604.70 #DIV /0! #DIV /0! #DIV /0! CS16 -30 #DIV /0! #DIV /0! #DIV /01 10 23.5 20 0 0 39[ MOW' Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED 7281.95 6197.40 0.00 0.00 MIN PLATE NAILING 45 INC O.C. 1880 1600 0 0 0 0 0 0 14726.67 10666.67 0.00 0.00 - 316.80 - 223.46 #DIV /0! #DIV /01 NA NA #DIV /0! #DIV /0! 1 #N /A 0 0 0 0 #N /A INIONIAVOI MIN PLATE NAILING #NIA INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C REQUIRED #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR Load 168 Ht. 8 I- O 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load 281 Ht. 8 o: w z w U 2/3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 w J 168 2 /3DL REACTION HOLDDOWN UPPER FLOOR Load Ht. 8 281 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 d d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) PIan2246_1997 -9 Lateral analysis worksheetl.xls 2/25/00 PAGE 6 10 1.75 1.75 1.75 0 435 NM L'RP„'$'rY!r: Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 6088.99 6088.99 6088.99 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 4 INC O.C. 280 280 280 0 0 0 0 0 163.33 163.33 163.33 0.00 3386.09 3386.09 3386.09 #DIV /01 STHD 14 STHD 14 _ STHD 14 #DIV /01 I 18 3.5 8 0 0 7971 ritiP2=3 ,I Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 22314.36 51004.25 0.00 0.00 MIN PLATE NAILING 2 INC O.C. 560 1280 0 0 1500 2400 0 0 2403.33 9813.33 0.00 0.00 5688.86 5148.86 #DIV /0! #DIV /0l HD10A HD10A #DIV /01 #DIV /01 I 16 11.5 10 0 0 3790R1=3..1 MIN PLATE NAILING 5 INC O.C. Mo= Wall(DL) Floor,Roof(D Mr T =C REQUIRED 34859.49 30312.60 0.00 0.00 1840 1600 0 0 1450 2000 0 0 12611.67 12000.00 0.00 0.00 1934.59 1831.26 #DIV /01 #DIV /01 2- CS16 -30 2- CS16 -30 #DIV /0! #DIV /0! 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES I 8 3 3.5 3 0 334frAVRIASVI MIN PLATE NAILING 5 INC O.C. Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 8020.12 9356.81 8020.12 0.00 480 560 480 0 432 672 288 0 912.00 1437.33 768.00 0.00 2369.37 2262.71 2417.37 #DIV /0! 2- CS16 -30 2- CS16 -30 2- CS16 -30 #DIV /01 RIGHT TO LEFT MAIN FLOOR Load 228 Ht. 8 z cc u_ 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 MAIN FLOOR Load Ht. 8 rt 0 MAIN FLOOR Load Ht. 8 509 2 /3DL REACTION HOLDDOWN 509 2 /3DL REACTION HOLDDOWN 397 2 /3DL REACTION HOLDDOWN TRIB.LENGT TRIB.LENGT 3 X STUDS REQUIRED TRIB.LENGT a b TRIB.LENGT a a a WALL SEGMENTS b c b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_PIan2246_1997 -9 Lateral analysis worksheetl.xls d d d d SHEAR V WALL TYPE 2/25/00 PAGE 7 I 4 5 21 0 0 78 R7=: P1.-61; ;t'j Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 3133.27 13159.75 0.00 0.00 MIN PLATE NAILING 22 INC O.C. 400 1680 0 0 0 0 0 0 666.67 11760.00 0.00 0.00 493.32 66.65 #DIV /0! #DIV /0! NA _ NA #DIV /0! #DIV /01 14 20 0 0 0 3561f,av P14 M1 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 57025.58 0.00 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 3200 0 0 0 0 0 0 0 21333.33 0.00 0.00 0.00 1784.61 #DIV /0! #DIV /0l #DIV /01 STHD 14 #DIV /0l #DIV /0l #DIV /0! 3 X STUDS REQ'D AT ADJOINIG PANEL EDGES I 10 31 5 0 0 14111W:1 ml Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 35075.26 5657.30 0.00 0.00 MIN PLATE NAILING 12 INC O.C. 4960 800 0 0 0 412 0 0 51253.33 2020.00 0.00 0.00 - 521.87 727.46 #DIV /01 #DIV /0! NA NA #DIV /01 #DIV /0! #N /A 0 0 0 0 #NIA I1 ±i#N/A � Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #NIA #N /A #N /A #N /A _ #N /A #N /A #N /A FRONT TO BACK MAIN FLOOR Load Ht. 8 C9 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 w z w U w J 509 509 2 /3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 2/3DL REACTION HOLDDOWN MAIN FLOOR Load Ht. 8 509 509 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 d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC) PIan2246_1997 -9 Lateral analysis worksheetl.xls 2/25/00 PAGE 8 Z 1._ W ce J U U u . J = H WO } g J u_ CO I H = . Z H 1- O Z iu W O ( ❑ W W Z W U = ' O ~ Z #NIA 0 0 0 0 #N /A #NIArhr Mo= Wall(DL) Floor,Roof(D 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 I 18 28 0 0 0 487 a0KCONCIt Mo= WaII(DL) Floor,Roof(D Mr= T =C REQUIRED 150034.14 0.00 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 6160 0 0 0 0 0 0 0 57493.33 0.00 0.00 0.00 3305.03 #DIV /0! #DIV /0! #DIV /0! #N /A #DIV /0I #DIV /0! #DIV /01 16 8 8 0 0 7581 AP2=3 AI Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 66681.84 66681.84 0.00 0.00 MIN PLATE NAILING 0 INC O.C. 1760 1760 0 0 2520 2025 0 0 11413.33 10093.33 0.00 0.00 6908.56 7073.56 #DIV /0! #DIV /01 HD10A HD10A #DIV /0! #DIV /01 8 3.5 3.5 3.5 0 5771§04 Mo= 22227.28 22227.28 22227.28 0.00 Wall(DL) 770 770 770 0 Floor,Roof(D 1326 1974 1206 0 Mr= 2445.33 3201.33 2305.33 0.00 MIN PLATE NAILING T =C 5651.98 5435.98 5691.98 #DIV /01 0 INC O.C. REQUIRED HD10A HD10A HD10A #DIV /01 RIGHT TO LEFT LOWER FLOOR Load Ht. 11 z O u�. 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load Ht. 11 o: LOWER FLOOR Load Ht. 11 758 758 758 2 /3DL REACTION HOLDDOWN 758 2/3DL REACTION HOLDDOWN TRIB.LENGT WALL SEGMENTS b c TRIB.LENGT TRIB.LENGT a a b b W /SSTB28 W /SSTB28 TRIB.LENGT a b c c c W /SSTB28 W /SSTB28 W /SSTB28 KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 9909022_(ExpC)_PIan2246_1997 -9 Lateral analysis worksheetl.xls d d d SHEAR V WALL TYPE 2/25/00 PAGE 9 ...."'"". ,.., z W 6 J tJ 0 U) 0. CD ill J I F- W W 0 . 2 g Q. D 1 0 . I.W I z � H0 z H W 0 0 . 0 5 .. 1- I 0 0 . W Z CO 0 ~ z 14 3.5 3.5 21 0 379 ;; f1 'F!,1 Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 14586.65 14586.65 87519.92 0.00 P1 -3 @ CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. 385 385 2310 0 132 180 1200 0 603.17 659.17 24570.00 0.00 3995.28 3979.28 2997.62 #DIV /0! HD10A HD10A ON CONC #DIV /0l I #NIA 0 0 0 0 #N /A Iy ' ON/AT I Mo= Wall(DL) Floor,Roof(D Mr- T =C REQUIRED #N /A #NIA #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 #NIA #NIA #N /A #N /A #N /A #N /A I 14 16 21 0 0 2870P1ektiti P1.4 @CRIPPLE WALLS AS REQ'D PER GRADE MIN PLATE NAILING 0 INC O.C. Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED 50461.93 66231.29 0.00 0.00 3520 4620 0 0 0 0 0 0 18773.33 32340.00 0.00 0.00 1980.54 1613.87 #DIV /0l #DIV /0! STHD 14 ON CONC #DIV /0! I #DIV /01 I #N /A 0 0 0 0 #N /A JW #N/ASA Mo= Wall(DL) Floor,Roof(D Mr= T =C REQUIRED #N /A #N /A #NIA #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #NIA #N /A #NIA #N /A #NIA #N /A #NIA #N /A FRONT TO BACK LOWER FLOOR TRIB.LENGT Load 758 Ht. 11 I- 0 EE 2 /3DL REACTION HOLDDOWN LOWER FLOOR Load 758 Ht. 11 w I- z w U LOWER FLOOR Load Ht. 11 w J LOWER FLOOR Load Ht. 11 w 2 /3DL z REACTION HOLDDOWN 2 /3DL REACTION HOLDDOWN 758 2 /3DL REACTION HOLDDOWN 758 a WALL SEGMENTS W /SSTB28 W /SSTB28 TRIB.LENGT a b b c C d d SHEAR V WALL TYPE TRIB.LENGT a b C d TRIB.LENGT a b c KAPPLER ARCHITECTS BELLEVUE, WA 425 - 641 -5320 99090222ExpC)_PIan2246_1997 -9 Lateral analysis worksheetl.xls d 2/25/00 PAGE 10 Z W U0 u) 0 CO Ill J F- W gQ I Z I F- O Z 2 0 O - 0 F- W W I I- I I 0 H F-_ O I•- z KWAM59■99090\9909022 02-25-2000 12:2944 Sheet FL Workstatiort PaUM N limmil Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 DUJARDIN Date By DesaFtion male' PLAN *2246 FOSTERVIEW ESTATES THS ommtva is © 03PYRGHTEO Arm IS THE EXCLUSIVE PROPERTY of THE ARCHiECT 1 t: V r 0 I I 0 -, I I I I O r ` - -' - I- 1 I 1 T ___ I _ I I L� , J NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2 3D� �E o gel ;S I i ;o r - 1 t L K K A\99\99090\9909022 02 -25 -2000 122848 Sheet LL Workstation'. Pa8M 4- —I— 4- -4 _, Pup §r 3 1 D i :2 r tmoil Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641 -5318 DUJARDIN Date By Descsj t I ' ��`' `` PLAN #2246 FOSTERVIEW ESTATES Trs DRAWING s © QED arp s h+E Da.0 rvE ��aEan OF "rHE ARCKTECr NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r1 cn KlKAA199 99090\9909022 02 -25 -2000 722953 Sheet ni Wakstatiorc PaLJM WAIT UMW ~MIME/ MI ttttts '1 I . II - ENNIMM7IMM , .E�- a Ia mifissammal __ simm 44 MI 11•1111111111111 Mrdl rIF -- QE MII V CZM JAA NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 4 r g q $ , Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641 -5318 DUJARDIN Date By Desaptto J T /25" ReTwr El PLAN #2246 FOSTERVIEW ESTATES ©COPYh,Teo AND s "(FE E CClu9VE PROPERTY of THE nRCHTECT DIG DRAWING s � NE mi NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. KkKAA\99\99090\9909022 02-25-2000 122959 Sheet UL Workstation: PaulM 1 1. j , 3 . . i 1 t ) mil r--- III lir 111 1 r r \_- I I 1 I r 0 1 11. J'' , • L. 3 P I - 4 KkKAA\99\99090\9909022 02-25-2000 122959 Sheet UL Workstation: PaulM 1 1. j N t' M Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641-5318 DUJARDIN Date By Descrpaon 2/1500 0 PET SET I� !I i I PLAN ;2246 P FOSTERVIEW ESTATES THS DRAWING 6 © COPYPoGHTED AND B TIE EXCUSNE PROPERTY OF THE ARCHTECT 1 _ i i 4) r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I I I I� !I i I 1 _ i i 4) 20 _ ' • 7;Z: r iir i t i I r' I ( � I I ! 1 I r i . r eb N i /ui J 3 T —1- l =MIMI n 01 1 4 N I I i r .....7.. _» , _J L - J _ »_ »_ »_ »_ »_ »_. _ ._.._ _ _ »_ »_. ir r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LOWER SHEAR WALLS FOUNDATION SHEAR WALLS MAIN FLOOR SHEAR WALLS UPPER F Er rI,E k.rWv.r•e SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMP . ;4h +ir't".�;'.? 34w:+; >•:?uI:L� " " bS�4/eLi .e. f'3911`229FINTS7IfSMIREI SYMBOLS & LEGEND 0 E ,. POINT LOAD mom ABOVE Cf POINT LOAD FROM ABOVE tut LOADNO X POINT LOAD YRANEFERIN3 DOIN .f� 0 PONT LOAD tremen.oNa DOW W/ LOADINI 4(!%';f' HANGER PONT LOAD TRANSFERED BY KICKER 4a 0'� 4O1.0 OWN WTH SIZE DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION %‘" TO BE USED ON FLOOR BELOW eTU - HORIZONTAL STRAP WIN SIZE DESGATION O NDICATES BEAM CALCULATION MATH NDEXED NfeER . 7XTENT P SHEAR WALL TYPE OF SHEAR WALL WALL ABOVE L =L WALL BELOYI NOM WLESS OTHERWISE NOTED, ENGNEERNO AND CALCULATIONS ARE NOT PROVIDED N WEE! DRAWNOS SHEAR NOTES DESIGN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE L ALL SHEARLIALL6 SHQIN ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL. (TYPICALLY SHO)N SHADED). 2. ANCHORAGE IS FOR 6HEARWALLE(PANELS) ONLY, (WERE PORTIONS CF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • 4.' OC(MIN) PER TABLE 13.1.0. 3. WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLL01 MN. U.B.C. REOUIREMENTS. 4, PROv:DE TWO STUDS AT ALL HOLD 00Y54 LOCATIONS. S. SEE MANUFACTURER'S REQUIREMENTS AND DETAILS FOR EACH TYPE CF NOLDCTW, STRAP, AND CONVECTOR FOR PROPER INSTALLATION. 6. ALL PLYULOOD OR GYPSLM 6HEARWALL6 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY CN STUDS. EDGES SHALL BE STAGGERED AT CENTER OP ETUDE AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. 6. STAPLES OR SCREW. ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE.APPROVED BY THE BUILDING OFFICIAL ROOF LFLODR SHEATHING BLESS 011{1 NOTED L ROOF SHEATHING, 1/16' O E APA RATED SHEATHING (14 /BA LAY LP W/ MINS•UM VS' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Ed AT 6' oe AT PANEL EDGES AND II' oe AT INTERMEDIATE SUPPORTS. PROVDE EDGE CLIPS • 14 O. • ALL WSUPPORTED EDGES. ALLOWABLE DIAPNRAM 6HEAR.ID0FC131.14Ip.1 2. FLOOR SHEATHING, 3/4' COX TIG APA RATED PLYWOOD (4S/24) NAILED AND GLUED. ADHESIVE SHALL COIIFORI TO APA SPECIFICATION AFG 01 PROVIDE TG EDGES AT LONG PANEL EDGES. NAILING SHALL BE IDd AT 6' oe AT PANEL EDGES AND IS' oe AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPFIRAW SHEAR•11Sn061.T1Tp•T 3. PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END C „ SHEARWALL SCHEDULE 0140 VT1 2 2 S1S0f R 741771 1.0101 74X0070 ls24 6 3n 21O• • 13701 1IOMnT4 61.4 N' (AB PE 510E OR VW GsB DE 50E d c _ Rd 5l5'T46' 5/9'5 RP led• Yd • E' 6d• D' led • ID' 07.1 woo TW SIDED •d 5/6' • 46' *d • S' 16d • 8' 67•4 CR COOLER 62' • b' 161 •6' 16d • 3' 4/5' (AB 11.0 61045 FOR Si!' PI.6A BO' •45' 16d • 5' 11,41• 5' PI.8 6/6'• led •5' 16d •5' P•4 3/6'•31' led •4' led q' 1,18' OMB PI.3C SIDE 5/6' • 74' 16d • 3' 16d • 3' P•!N USE 3. STUDS PANEL EDGES 5/5'•8' RI U5E 3.611105 1A6' 065.1W 50E5 0)1 (7) ROU! P1.4 BUGGER 6E41340 .04416 IND 811.174 • 5/5' • le' led • 4' led • 4' SSTTA ARRED PANEL EDGES (1)5123.5 DT ROLE P3.3 3/8 •D' NW •3' led •3' COLA BRED 1441 4 5/5' • 46' 35d • 5' led • S. HAR 6101•3 °R ISM R6R'RI 214 SYMBOLS & LEGEND PONT LOAD FROM PONT LOAD FFICM ABOVE Wi LOADING PONT LOAD IRA V' PONY LOAD tRA •�� HAN6ER PONT LOAD TRAWL/RED FF j, � HOLD 0OIW WITH SIZE DESIGNATION '• VERUOAL STRAP WITH 617E DESIGNATIOI C TO BE USED ON FLOOR BE) — HORIZONTAL STRAP BIN 6 DEBIGRATICH NDICAT48 DEAM CALCLLAI,.,....,.. INDEXED NYEER •• — "T EMENT Q 846444 HALL TOTE OF 846444 WALL OF 5HE44 WALL WALL ADOVE === WALL DELOU 0E1 I•1.486 OTNERNSE NOTED. ENGNEERN6 AND u.O1L414046 NOT PROVIDED 14 THE64 COMINGS. PESIoN CRITERIA L SEE CALCULATIONS FOR DESIGN CRITERIA GENERAL NOTE$ I. ALL ISHEARUIALLS SHOWN ON THE >R PLAN ARE FOR WALLS CN !NAT LEVEL. (TYPICALLY SHOLN 614ADED). t. ANCNIOR.A.1E IS FOR SHEARWALLSOPANELS1 ONLY, (WERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, (AILS MAY BE SPACE 7C fMN) PER T ABLE 23.1-0. 3.1 PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS THEN (HEAR DETAILS DO NOT APPLY. FOLLOW MIN. UBL. REQUIREMENTS. 4 . pROVDE 1110 STUDS AT ALL 14OLD DOLN LOCATIONS. 5. 5EE MANUPACTURER'S REGUIREMENT8 AND DETAILS FOR EACH TYPE OF FILL DIN, STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLY11.000 OR GYPSUM 614EARWALLS SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL BE STAGGERED AT CENTER CC 511105 AND BLOCKED PER SCHEDULE. 1. DO NOT OVERDRIVE NAILS INTO SHEATHING. B. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE•APPROVED BY THE BUILDNG GFFICIAL ROOF 4 FLOOR 81.1 AT .1INCs L ROOF SHEATHING. 1/16' 0544 APA RATED SHEATHING (24 /0). LAY UP WV MINIMUM VS' CLEAR BETWEEN PANEL! TO ALLOW FOR EXPANSION NAILNG SHALL BE ad AT 6' oe AT PANEL EDGES AND 12' oe AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OZ. • ALL WSUPPORTED EDGES. ALLOWABLE DIAPHRAM SHEAR.I941.061.142p0 t. FLOOR SHEATHING, 3/4' CDX TIC. APA RATED PLYWOOD (45/IA) NAILED AND GLUED. ADHESIVE SHALL COTFOR6'I TO APA SPECIFICATION AFB CL PROVIDE T•C• EDGES AT LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' cc AT PANEL EDGES MID 10' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM SHEAR.215.867.111p•T 3. PLY11000 SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END k IN FLOOR SHEAR WALLS 5444 1/8 EAR NOTES 1H.E55 011ERUSE 301ED J 1� UPPER FLOOR SHEAR WALL Su N. T•O' UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS z ti cr: ce 2 00 CO LO 0 CV CO c0 a pic lc 0 ILI ( 671- CO Ch N o p .4- TIRE JOB NG / 9906072 1997 UBC SHEET S3 9909022 z re 2 i 0 N w= n f-. w0 � d . = W Z � � W ~ w 00 o = w '. U ' '� o . w _. o � z Gary Bumstead Dujardin Development PO Box 1059 Snohomish, WA 98291 ..... 064'rView 6+a s " 11 T - "Ts . . ' I!I el II! I'I 1I 1! RE: Hold Down Clarifications -,Cripple Wall Situations A11Xappler Home Plans for the Fosterview Plat r , September 26, 2000 Glsit.84I) Chi 1t1;1 79 Should you have any questions or comments, please do not hesitate to call. KAPPLE F MIASNINCTO++ 1 ,! c I 1q , !A 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 w described condition occurs, I. " ' ( I 0 u_ 8 W z — I 0 F- z 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 cooneet the cripple wall stud to the main floor studs directly alcove the STHD14 hold down. The AST'6236 strap takes 2575 pounds. This will transfer the load to the STHD. It is acceptable to have the AST strap adjacent to the STHD14 hold down by one stud. In which case, there should. be a minimum of (15)- 16d nails attaching the adjacent studs together. Install the AST strap per the manufactures instructions. Our drawing specifies Simpson strong tie connectors. The job site is using Advanced connector system hardware. Our understanding is that this is an equal substitute so it poses no issue from our offices' perspective. Please provide this letter as substantiation that our office has reviewed and approved this condition clarifying the, intent of our drawing package. 14311 SE 16th Street . Be(Cevue, W. 98007 1.800.888.4517. (4 5)64 1.5320 .fax' (425)541.S318 C0400_20Pwlua viow.du. ti44,mo, e�yyrwrw l tprAlu.ovlli I: C4 OF ' uKWI(4 SEP 2 7 no PERMIT CENTER z Z re 6 00 CO 0 CO LU ...I 1... U) W gQ Cl) _ a 1— w zi— t— O z t— Duane Griffin City of Tukwila 6300Southcenter Blvd. Tukwila, WA 98188 Dear Duane: KAPPTIR Ancr711:, r i f 0 i t r c o my i e t c 1 1 0 i i i c p l d 1 1 11 ( 1 1 8 r e s o u r c e 1 August 18, 2000 RE: Deletion of LS 30 clips on shear wall bird blocking I appreciate your consideration in this matter and look forward to your reply. Should you have any questions or comments, please do not hesitate to call. Sincerely, i J : Kappler President 6 /Z3 /Zcco 9 P • • 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. 4-p 14311 SE 16tii Street . Bellevue, WA 98007 1.300.888.4517 • (425)641.5320 . fax: (425)641.5318 tiv<v<v.kappler(onieplans.coin z 1 w ce U U 0: w i s J H. w LL Q : is i d z � 1— 0 z f- tu 2 O r .0 U .O F-? Ill W. IU ui H 0 z ACTIVITY NUMBER: D2000 -059 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #2246 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Bui ding Division 11 A® Public Works Complete Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ook Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3- 28-2000 Approved with Conditions n n Permit Coordinator Planning Division DUE DATE: 2 -29 -2000 Not Applicable Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -059 DATE: 2 -28 -2000 PROJECT NAME: FOSTERVIEW ESTATES BASE PLAN #2246 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 \ Z - Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural Incomplete �.w Approved with Conditions Fire Prevention Approved with Conditions Planning Division Permit Coordinator DUE DATE: 2 -29 -2000 Not Applicable No further Review Required 12( DATE: DUE DATE 3- 28-2000 Not Approved (attach comments) DATE: 3 t 77 1 v CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Side Elevation Rear Elevation Side Elevation 't A ' \ r 1 i 't * / 1 N *. 4. / it , t 1 , . i / i '4 4 /(14, ‘ 1 ' •\ *Av. II I .., 7 1 \ . \! .. .14....." ; .‘I. `•--- ‘ '41 T lc W. 1 ?.. . 0 .. .L i / 4 r j . 1 t !1;.. • • • • • • \-1 \ .„4/ sr • \ \ , it \ E AI • ' .----, ' • , g.:' ---7,77,'^,, ........-.-.."..........., '1,- 10....,„ .......... Ades stand that the Plan Check approvals are t and orntsstons and appr oval of ; not atitl. t '..I t -)tec to ori ors soo -,.of ize he tola of an4 CO code of ordinance. ece, -opte 1.0 of ,io.-..--s eon - If act.OrS cot ;Ipi oved 1: - - - . sledge SEPARATE PERMIT RECUIRED FOR. CI-IP_MGAL 'aCT :1: 0 AL F %SING GAS PIPING • CITY OF TOW , *I.A BUILDING DIVISION .4 - 4 • • • '4 ' '4- Deck Unf. Basement • CO) COPYRIGHT LesvousHro wow AMPLER ARCHITECTS PS 1 • .• DUJARDIN 1 1 , 1 1 , 1 1 ' d Rr, ..—. : Lower Floor Plan ! --JUL f_ L 11 • PLAN #2246 FOSTERVIEW ESTATES [1 Fain' • 11 1 12 O'xl5 - Deck Dining 12'3'xI2'3 Pwdr, ID Garage 23 '5"x2" 28'-4" ro arrow UNPURARIED WORK KAPPUSI ASSOCIATES ARCHISOTS Kitchen Living 15'6'xI1'2 Main Floor Plan Porch • , 2C, — __ -- 4 , ......". f ,.! t : i :7 / tiA .,--- i r I - ** 7 ' i .--.(.• • ' ' 1 t , 4.- - 171 ; s ' t .N\ ■, H /‘ 1 $ . ', 1 N \ i : i , I - 1 , , , f i i ! ‘ i , 1 ' : , ,,,,,, ., A. • - A I, it ‘... 1 \ r 1 \ ." •I \ 4 / /s \ IL-- --...-........_ -i ) 1/ ,, \ ---`"-1, i 1 \ 1 ,.. \.... I. 1 -.--"•, ./. 1-- --=- 2(6—s----21 : : : -\ ;,:s.:: — ' \‘,4- — 1 - ,--;., i , s \ -- - r 1-. :- -I 4-t. , _.- - 1r - - -- 7 --- 1.- ' --- `- 1, . ..,... ,..../........- i ' i_ j : - . :.■ , , . , ,, ''T„_...." -/ t . \ f' t - f '.-. . ....----- ../. i l -, , .., ..,, 7 , ,,, e 4 ,. 2! i - S 2:: '' -- 1.,.3 t .4-,- -, 1 4 j VN • 4 f SQUARE FOOTAGE MAIN FLOOR 995 SF UPPER FLOOR 1251 SF U N F. BASEMENT 950 SF TOTAL 2246 SF GARAGE 503 SF DECK / PATI1 139 SF 5,..1UARE FO:T-16E IS MEASURED TO THE ouTS;DE FACE OF WALLS. STAIRS ARE COUNTED. C:;NCE IN CALCULATIONS CPSN M. Bdrm 16'5'11'6' Office 20 1 0 11 -13'0" ) COPIGHT U • KAMER ASSOCIATIS AROHMICTS YRSWIJILIW WORK IS) Bdrm #3 11'-8"-11'9" fet% DRAWING INDEX Al. CODE NOTES A2.1 FOUNDATION & LOWER FLOOR PLAN A2.2 MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DI. STANDARD DETAILS D2. STANDARD DETAILS Si. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE r - 1 • OF 10011A k i r olpQn\IE.D 9 Z000 130(� #=16 RICENED OfTY OF TUKWILA FE8 2000, PERMIT CENTER pper Floor Plan 2000 051 1 z SHEET r ji ) L1.1 w 7.) ir) LJ z 0 0 (,) 2 0 co r 1TELE - enlicarasnri /13 NO. • 9909022 COVER SHEET 99090.22 • Lawmen 1 QBERAl S t TNN* co enner. 'es Jest' t7epareet r a rareerc outline raw ro, eeng the stenderds eat by the Camstr ct or Stamda'ds rnst-t.ae it . '7 the c *tour acs d tie C,t act, CLrr 'Ns O s re/de0 'c ens a l a wawa smeary. . fc*dsrec Jte :5 format, yore a: 'tom are necMNYrt ^e urea to compete Ise spec ^c QO jec :oOrAMw sett Co etreuarCmeM• °a :oep.ets .seed ,f ape i cat oar Yet! •?r oovweraet t slate • Coord►i.te c mamma. rum. mecum edema.' a Terms cameos re sovietise K.;PP-E!F ARC e ors ream* L. rhggma omnersnp ono odPsnort or the► aria under vin riders CGp f[gt act Od ct re or IRietrates. monad drawn ran, 'ors* * btj meroosator of M. KAPP ER MilD4RECTS PS only 3 Astnanzed reproOcttorts sat boar Vie nisi or KAP..ER Alai. TECTS. P3 • cononet:eroonurtg orrengs la crier on Prue re dagrse at.c and do not paport to shoe al details a concet•ais of corsaucti.s Questions gsaera•y arise to Vie arontwava'udws.cir mart rno tc carorxxior tedrica' deuttho Men time &lot. s As t.iirtea_ons Irtsrrretateorr aired 'arson are a. art Or err constvctai proms* KAPPLER ARC«irECT5 PS. therefore rift not be labia for fry Meet me net. or consequent ent 4. de%gee as a resat of not prucgatrrd r the ccretrwun croups a modify the teak anon except nth r^tte rstvet ter r KAPpLER Report d*oagnces. rd mesons tc KAMER .tRf r'ECTS. PS to sG.atei . 6. Due to the reeved co.truction and the W lding process there a . be odder and Contractor/Omer selection of the Wilding pockets coronets and tee erione set of sorting dramas. * considered a 'Wider sot' and does rot midst speeefcauore or building eiteak roe- Therefore k a the ContracterrOwr respa.blkty to prcvtde and . :Oadwom tp.cIrdauoes. rKub product seuct:on and rota* ton or areembh. .CAPPL R ARCAafECTS P9 amuses no sabfitty a remponsbuity Mar d*aeprolei or canto -* dean occur snarl Con4aeta'A.em specified wawa* end the - aspect:.. mutation. KAPPLER ARCieTECTS PS ammo. ro nab.uty « resvon*bfhty rte any nee ,hid, say be caihed out or referred to by weufactvr as brand rime 'teens called out as der so for cdriven.rce ores 1 ?c rot scans these drawings rte : ' Hotel dfmtlts.eons- /miry a': di.r *.or* and data. before cometcreg mirk aid be respa*ble rte heir acaracy and report discrepancies os**ton* to tar architect gwediateiy. 8 The ContractooOmer ;m re.paebte for cood nati'i work with that of an trades to ensue proper and adequdu interface of aft trade sots The contractor 'he be respasibte for alt reaured safety &semit.on e and nroceetres *agorae to do the work 9 Exact as specifically denied othemee, vterp etatia for Ai, defnkior., abbrev:et.or and suppiamerea definitions snag Idiom accepted referenced standards 10 All work within this contract rah represent that of industry manclarea for the rempect've trades m W locator r eh& the project a bulk. 01002 MIBCELr_AhEcU5 A66EtI3LT RECIIiR 5 BITS L Provide cram *pace wee. mr . 18' x 24' unobstructed accent. per .BC 1313 k*uae and weather-strip per energy rec 4rwrente Alb* le' noose space 'Ardor rood Joists and Q' eeNm.e .pace under wood grders. 2 Provide attic access, sinew 22' x 30' with 30' minter headroom at vtobetructec readily accemibie openrg per .1130. *action 15051 insulate and we4tler per energy requirement t 3. Provide vent iaUa per UBL as fame A) Crest space ventilation* minimum rat area stall be not eve than 1 el per 50 el lad floor area. Opening, shall be placed es chew to the corers as practical and shell provide crow vetiator, on at least too approx.ately opposite sage par section 23113 B) Attic vettatlonf et'mlskr net area shag be not less tan I of. per 50 s f. of attic area Cr 1 .I per 302' s r of attic area 'r 117 . in the soffit and V7 is at least 3' above the plate line per UBL section 15053 and energy requirement 4 Slope all dmdke walks driveway, and patios away from founding. Minimum V4' per fool 5. Garage/Ilouse occgancy separation A) Ocapancy sap/tattoo fron garage to house wall be of sire rotative constvaiOn\ aired be on the garage ends, and extend from mu.4-sill to roof eheathereg The coins joists, sails post and beam supporting structure above ehali be covered euth 516' type 7x GUIS when a living area Is above the garage Ube 2 ayes of It2' t 'x' Ctl a at trireme and Tire per IBC. 3024 and table '43 B) Door bemoan garage rd have shall be tight fitting self- clang eolld woad door 1 3/8' thick per UBL section 302.4(3). `6. Star asseebly- A) N.adroo. 6' -8' nrerma width 3 -0' enema per UBL section 100615. B) At ',lone stets tread 9' rerun, riser 8' 'taxer- A11 other etalrs tread I1' piniar riser 1' tantrum per UBC 10063. C) Top hanged shall be 34' minimum and 38' Mxawat above the etas sect& and not lent than 1 I/2' or more then 3 17 from the wall and slth return at each end per UBL swoon 1006 9 O/ Install fire bbclk'mg a, top and bottom of stinger span and call along Stringer per UBC section 10821 E I Cover ksabie apace under stair moth 5/8' type 'x' Glib .use (2 lays e • ceiling area 1. Lavidy CPtrte. 4 Dkrb ialtr & efts - provide 5 tope 'x' GWD a 16 gags eheseusetal ienth lock forts or all opening. to shaft surfaces shall be men' ciosrtg solid core door 12/8' 8. Frestoppng - as per UBL. 2516 3 Structural design criteria. These ,hole are provd.d for convsnence itrply that c-oeplete stoic-tire analysis ;its boo acne on this structge A) Tnune Losers Load Top chord live load 25 psi Top chord deem bad Q psi 20 pal If tl4) pottam dead I!vs bad: 5 pN tar AL LOAD 42 psi B/ Roof live load: 25 psi C) floor live load 40 psi D/ Etas era corridor uve load 100 peg E Meschrmcal unite weights provided by manufacturer F) Wind- 80 nen expos.. 'B RgrB atoned CO Earthcltake Ioree 3 if i Allman* soh premise. Unws a solo report by a qualified engineer Is provided, all cooing. and rareoat!ons rah be on nesse 2000 psi bearing capacity. only end do not Equivalent Red prssws 35ps I 10 Prefabricated Fireplaces and Solid Ft.ei Burning Appl rites A) Solid ruei butting appliances include airtight etov s. rtreplace stove room heaters /fireplace stove factory built fireplaces and fireplace '*arts, and all shit comply ekh the provisions of Sector 304.1 -304b. U11C B , Metal Charity. net be evelo.sd above the story in which the appliance served Is located. r sal* having one hog fire rgeItence rating, and with a specs on at sides between drive., and enclosing walls sufficient for germination and repair rte entire chimney Wale shall be without openings per UML 844.. -8t4 C) Provide fwestoppirng at chime`! per UBC section 106:1. D) Preen Petal rrepiace with hearth and woad* pin mati,facurers El Prefabricated (replaces, d'ewes., and related components to bear Ul specifications. er tow seal or approval and be installed per *MUfacturers requremeets The hearth Mail extend at least W' r front of and 8' to earn sleds of the hrepace opening dhen the opening s smaller than b sr Ir the opening Is 6 if or large the hearth shall extend 30' in Pont Mad 12' to ead'' side. per UDC 31021 C am : M 2 5 1 A e E n w th i l i f I E V .'b ( c o IL Memory Repeats A Malin M1ep.acee sees De race g m e end corsulcsed to ampsi see ILec *moon 3se2 E Olets uremia dim s eat ward a .Mina • or 2 •-D' awYJve any poet or the bulking grin Id-s orev away on.+ay to have nerforcaci sand - chewer Pater carts adored to Veld water Or samar stow v Gamete cap wren band 0111111% pa 9,9 tc +aria attar Pa frig tc a tear. 3.4 erect J. %Nary star or cdveee - Wed Owe % • to ore reMOreed erlh 7i • 2 ben M pad taeern M afar. Imo vcse f" sew +ter area aneetc' at rtes taeratton bype Cr dime. . ' Paehng mash and cariesi iser shin eat 26 ga gin Ivenns , three tweei • .a+•are ty E- ags - Anchorage net ors provded at ate' ceilings and floors Mire Jar a - -a above gaft except arm costrueted ann., .Van the extrbr coils of the mi ns anchorage to be 2/ 31*• • ' steel tore out at tesst 2' into the creme math ter 80 wee bad . V a 6' nor -Isar xov;e err minds: reinforcing bars or the dim +race or the deer, aeon strap * 'L De sacred tc tar a rs: rte' Pawing or the buiicerc rte ; 2 L?' bolts per war. Were l ost* re pa da*: to Um dee ss straps are to be anvaosd tc 2x4 oamics wee mectng at beast 4 jo.0 end worse with Nils each' joist ups = Cearardes p nde c.eararcw oetr.en aria**, nrepace or Barry and comembie **Owed err on ester& wet! .V2' men eau fir+W' is gap • provds 2• d.rance b'mw/e weary +rep%aos a chums ' o eloweible nunine ohm entirely eve re the ctadreg stmcosa Cat/mettle eateria teal! be en 6' C.isa- Poe fireplace opened no well eater4 ewee Q' or the opened shoji project acre thin V8' fa ead r or Gerardo From to opening, Provide merit moon rreetaepbeg at al separator* between Depace and .o-..dframrng 'Jai nearer tc be nn 2!' above free sce opened for frepace built !Leh 'nth the .a i increase heads reign 6' rte erne, 4' or *sorry projectter into the root G. Smoke Graeber - Swore dumber to be corstn.cted of clay product 'nth anima thcere se as rc :.aN: had, ;*a' - 6' sods mane - 8' Pont .all - 8' w; Deeper - Deeper to be tugs Ou'm3 opra a attn a ready •Ccrls+•e maste or am approved aromatic :,'tr Dnepr r:.liy Opened steal' have hem area earl. to Or greater then ter wowed einem rye +tae !) lrroetustbie !Wei type' ;earth and Exta*ion -'Marin to Pe bride stow concrete a otter approved non- r-aebt.tble material. or re- ea to carry 'ts or eagle red an Mooted loads Newt. cwt some beyeed ft-apace as foliose Opeena 0 se ft to 59S so ft it' r front. 8' each sod. Opened 6 .q R ex lrgr, 20' in Pont 12' each *free Cone heart. rd extwm+oro to be reinforced math 4 bars • 6' oc each Pre - cut stone Or pre -cast concrete hearth and exte*iae to be supported by 3'x3',3/16' i8 . • 14' oc. Provide anchorage to floor framing as rated above gads Mean} to be d *tin mhebe POr adjac.t foorng mater!ai K; Firebox i.' Co.bust.on - Ar prov'ces ter outside sovice for combustion air 6 eq. In eh duct step..1th operable chaps vutdt to be located reside the firebox in the front piton M) Foudat L Fnandatoon sans en 6' thick. 2 Footing to be nh Q' thick and +'tad 6' bey:red fireplace e a!*. re -inforced with • bars at 6' cc. east way and beaming oil ri r' uedstutable soil_ 3 Splice rooting tun to vertical dteey re- . per chapters 5 and 31, iLS.G. 01060 REGULATORY REQUIREMENTS construction ehrn coMorm to the 1991 Lovrom Du1ldtg Code (USC) and be in accordance oath all State Law and Rogations tions and verloue codes imposed by Jurisdictional requirements and local authorities_ 2 Arrange impactions that re mandatory due to jurisdictional requirements .•. _. it L. • I =m one: _ re !..ii .. L Provide Temporary Fadlities - including electricity, water, temporary jtrl.dicttonel requirements 2. Provide Contearporary Controls - including erosion eminent and and entrapment dreg carstruction per jurisdictional requirement. END DIVISION I Division 2 SITE WORK 02100 EARTW215E Pre 3 - Execution 1. grade . 4' below finish grading unless otherwl specnred 2. I tit grading: Landscaping division 02900 3. Excavation, bac$J1II'mg, and compacting rte structures as needed 4 Excavation badJnl'mg, and corppactig fcr payment a needed 5. haulm and disposal of excavated (atrial as needed 6 'sporting of material as needed 1 Rock removal as needed. 02500 PAVNG AND 9tIRE4 l k Part 1 - Product l wok road, and parking paving. A Aapheelt 2' class a over 3' dusted rook or 2' ATB e. Crushed rock 5/8' Mirk* C. Concrete per Division 3: L Finish and color Coordrate with materials finish selection schedule 2 Unit Pavers: I. Coordinate with material) trash se murn schedule 3. Pavement narkng I. Coordinate with motels* fi ash eel.cuon schedule 02 100 MI SE tuy D DRANACf Part 2 - Product bubdra ► age ileums A Foundation drayage 4' ADS perforated pipe non - rigid. 2- Storm sewage systems 4 Exterior catchier., gates. and frames L Coadrate s th.eterah Mesh selection schedule e Culvert * L Coordinate oath matma finish .*aeon schedule. C . Dram pipe: 4' ADS nee- perforated tight Ilse Santry 3. Sany sewage *seems 4 Sewage collection ir e.ms e. 8' PVC u cast won Is noted. B Septic sisters Per &ming* of bidder deign Part 3 - Execution L Bt bdrarage system. A Slope to drain and a strand in soli dramrhg material per detail*. CM( 917E Rr7v R'P MMI Pan 1 - Product L Irrigation *yew Bidder doing' L Coordinate with materials flesh selection sardine 2. Femme and gates a I Coordinate with materials finish .election t. tI. Pan 2 - Product bidder Design END DIVISION 1 Division 3 CGNCFE TE G 03100 a I23 T1 F toilet, per surface water catro! Pan 3 - Executlan 1 Fonmmak and bracing fa structural cast - In place concrete shell be by etiacontractor and feet the requtremente or the drawings and 'mcu +try standards 2 All Foreman Mplead all be pd In such a manner as to allow cat•rn place concrete to be paced ce solid stbstte and to allow stnuewal support mean to sit below the Post line Pan / - *rooted Radar alg men :weird or sane aid louts.* Per pans and data.. Grads 4e F. 4e... war 2 ded era rave at cations Per pre and data • free. a LSi t4.i Pit 3 - Eaeruuort ammo t A lap for ei! tats wen our i' 0 trtrdt.. 30 dames er e urger Provide .- comer 'Pee to set& radon. reerfero sett eter Te coverage per data i8 Drawee • C pte Pan 1 - Protect e I An der bons 1.12' x tor' ,rims. seam. noun or dsme g. co 2 Eparr.n and ta pe actlor Jonas V7' motet a guyed felt M r located p emerge and d.uie Emotion Part 3 Emotion a 1 Ardor b at 6 -D' ur CC Q from cares and jam . t eat sucise wt. r 1 2 bort. p peace r wood 03300 CART N a± are r rsr acre Pan 2 - Prdc ot h - I etrtctra eere a 5 sad, m =c 0C ix . :S psi at :8 days dcode. 2 Artscttra! care r exposed posed aggregate'ro, *sie 5 sad, e • Fc • 250C ps at 28 days ■ith 3/8' *Para aggregate 3 Admixtures A Ail cause e' s .h rave eater "Deicing &dames exempt r« te - rocgs e Ar et enerteement s: be 5.8% r. a. caraete exposed xped to *ratty G ! Cad stn ith eateries fresh erection scheme Part 3 - Exer-dt.Or D!vabn 4 MASONRI EICEMEIDE Part 2 - Product i. Type '5' mortar with ntegral isat.entprolno agent Part 3 - Execution p450 1.t5ONRT AGGESSOR Pan ; - Product 1 Anchors and TIM wide . gunge corr.,gated steer strip non- car -osive 2. Jove reinforcement. standard iaar d type 9 gunge wire 1 -i.2' less than .a!! tr k/tem r. Part 3 - Exec.o.o 1 Per t8C Chapter 21 04200 WIT MAON S RY Part 2 - Product I. (9rldk m ace y. A Exterior location'. Md locatio. nameg: l4t.e I. Coordinate into rlats rTr lab select on schedule ca B. Interior fotiors nare/aefg- I Coordinate ;nth eateries fine selection schedule. C. Pavere/plentere naielefg I Coordinate with neverlau *roan selection n select ac educe. 2. Concrete masonry unite grade N -1 013, tries, otherwise Indicated wire in drawings. Special wilt: I. Coordinate with Materials rinteh selection h ction Sedule ▪ Gate masons .,et: (glee* block) n nemesis A Exterior locations. Coordinate sink, mate,* finish seiectlon schedule. B. Interior locator* ne em fg I Coordinate with natrla4 Mesh select.on schedule Part 3 Execution 1. veneer and • Brick veer shall be supported or footing, fovedation, or other *wail- canbutbee supports It dell here 6' Felt bedung and tee at I per each 2 .f. of veneer Provide '' mbar. air space between veneer. end backin and approved flashing at base or veneer and 3 rand nd seeF'>+'ries at 32' oc at the base of veneer extending from tree air space to the exterior veneer ehali sewn no load other than its own ...got rod the vertical dead bad of venter above. D Per Duper apter 21 2 Concrete Mastery tilt 'alto n uni 1 4 Concrete mason, t walls shall be constructed tc confo n to AST I C90 It one be bid tp r reinforced. and anored as eno on dragnet • 04400 912L, Part 2 - Product L As *haw of drawrgs. A s: Exterior location rare /mfg. 1 Coordinate with naterlale finish selection schedule B Interior locations nine/Ws 1 Coordlrote 'eateries fresh seiectlon schedule Park 3 Execution 1. Stone Verner 4 See Brick Veneer. END DINSICN 4 DIVISION 5 METALS 0 FASTEN, ab Part 2 - Product Me Bolts: e elms and Mapes per dogs, or as needed for Intended purposes 0500 5 METAL FABRICATION Part 2 - Poduct I. Nandrans and guretalls Provide r sew elot s and as nowt per dine END DIVISION 5 chviltarre 11000 AND PLASTICS g)6100 Ci4 ROU CARPENTRY Part 1 • Product 1 Pawing Lumber Framing Rather Mail be marked m c. c fomance wlth to WCL.d standard gad'mg rue * for meet coast lumber no le, latest edition Al! Klr dried minim 19% 4. beat and rafters a 2x6 and larger; Nan -Far 4 or better B. Beams anG stringers '4x and larger) Doug -Fr '2 a better Urdu. • Poet and Urdu. Doug -Fr .1 D Studs plate mac mc 'loge Naming Neem- Fr/epiy.1 standard E TJI's and nraoame Pr manuractver F. Glue lemrated Heber I Sep a span 24F v5 DFM3WN 2 Contrkw•s a cantilever 24F V8 DFrDF G. All othy tube New -Fr Standard a better ie. Plytood/a } 'SPA strand board ;0515 graded . I. WWII sheathing roe 'TYPICAL BUILDING MATERIALS' list on the dugs J Floe, e+eathtng: see 'TYPICAL BUILDING MATERIALS LIST'dn to dig K Ot Ai noted on dressing. 1. Particle Board APA gaded A. Undr!aynent 1 Poore 5/6' WON) 2 Sheet vinyl: V4' WON/ see division ) Cabinet enlaces 3/4' (UOk) 1 06200 FNBN Gels°@ 1R Pan 2 - Poceet l Cabinets A Coordinate son matr�as finish Mecum /d'rarie Kt* / wak died casing, ' :oordbete air setrseis finis t seis a ct n saws. 3. Pen.t A Coordinate min materials r..eh selection ached. • eta'*. and bards t7y A Coordinate WWI 'meteor's on 'meteor's finish selecti sch a,* B. See division 0100/. mac - amserroiy re*Wrentrrrts i 5 Bookcases aid butt-in shelves. A Coaaila a suet materials nine, selection schedule Plastic b. Ptic iemrtste and solid iiNace mater al • A. Coordinate with meterta Mae, satect1on *dada* 3 Tetesss 4 Werapti atmd comedy paw woe roof bieN* aria: tae dssg0 r and vied toy s• 'dr.? aCe tie a nurec%re r up:ref ce site 'd eo.r at a rte mu eats c u +Pace Novi del,.. to ▪ news' Ds dr inge red de to tee a.sll .p :e a• ee reoaee. e s labor Fusing ow gam. C Roof ding Ape oadrt3 ad v % ta aceg etm O. eimufaeerve D Feld a!taretiorw of tie .set sae designed cis madacarer /y et 4 Fasts a &fee ^bees A. re . ens tat cameo are Or sees for needed pu s ch pa Atta ember joist to :tear rtsader* and oar me Seq.• V m s a war: meta mended moose to sat ded oose S cs& •eresre r. Per deatdr* as hangers per demigs tot brads. eau area o sewers am :orison 5 at S Post w e tootaegs ceonev st ctt Roods press,. treep post and poe true correct or to eate r n p tBC fre't3- o 1 Ter sr.' spot: .r'.ses show on drammige Ai. .odd ear wig details Our ors pastrc..ed tie ertia to e e standards r e C Ail na'e'9 stab carton. to e rees..rese•ts . she Chapter oi ere kec. Mimes nailing r co. to table 23 -C- or the AX .+wqt era apacng cave of studs re canton to ae 23 -'✓-B JD or the .0 EPD D!vMSICN 'Or TIERTIAe. AND MOISTURE PROTECTION Pan : - Product L Sprayed -on stolen eswsian Part 3 - Executi L One (I r coat per LOC 14024 Appendix 1819 C:1430 VAPOR AND AIR RETARDER Part 2 - Product 1 Cr cud cave. 6 nil poryeMyle a blade 2 Millennia ; trap: see the 'TYPICAL BUILDING MATERIALS' list or the drawings Part Execution - Exaion t Bee ON TT. energy requirements 01200 gtbtILATION Part 2 - Product l Fiberglass or mineral wood baste, bloom neural wool, d extruded polystyrene* A WWI*. L bee the TYPICAL BUI;LDNG MATERIAL5' list on the doge B. Gelling: I. See the 'TYPICAL BUILDNG MATERIALS' list on the digs G Floor 1 See the TYPICAL BUiLDRYs MATERIALS' IM on the cleat, veda D. Fotian Pernwter rsulatng foes: A. Standard sealant foam no Part 3 - Exeutlor n L Bee division energy requer rente C1300 R00fe1G MATERIAL Pert 1 - Poduct L Shigeo and roofing tiles th A. See e 'TYPICAL BULDING MATERIALS' list on the drawings 2. Membrane roofing, A. 3 -ply hot mopped Part 3 - Execution I. Inman pr nc .arufacture's recce...ation and Chapter 5 of the UBG (2_141212 5011.4 MATERIAL Part - Product 1 Siding: A See the 'TYPICAL BUILDING MATERIALS' Ilst on the &awigs. 2. Trr A. See the 'TYPICAL BUILDNG MATERIALS' list on the drawings 3 Soffits 4 See the 'TYPICAL BUILDING MATERIALS' net on the &swede. 4 Other 4 See the TYPICAL BUILDING MATERALS' list on the ckawi gs. Part 3 - Execution L r 'metal! p manufacturer's rectiere od IB atldn and Chapter 5 of the C ,1600 FLAS4. APO 5I-EET PETAL Pert 2 - Product L Gauge galvanized. prefnlshsd Part 3 - Execution L Install per Chapter 14 and a or the 38C 0_00 R OFN OG SPECIALTIES Part 2 - Prbdict 1 Vert. A Fudge vent manufactured by: 1. Coordinate with eateries finish selection schedule B. Melva vent. marufactur.d by: I. Coordinate with naterla* finish sensation sdedu* 2. Gutters A Cc.nrnio s alum vacated, I. Sty*: K prohle 2 Color, Match fascia 3. A 2 d: angular aerie precoate I. Color. Match fascia 4 trim B nee to I drain system plegi0 SKY LGNTS Part 2 - Radices 1 Man . ufacterer. A Coordinate with eaters* ri., selection schedule 01900 SEALANTS *AND GAILCNG Predicts Part 2 - L Caulking A Slime l ots:ere caulking 1568) 1 Cola. Match siding END DINSICN 1 Division 8 DOORS AND WINDOM .0 c5 WOOD DC 5 (Lost Level Main Level Upper Level) Part 2 - Product L Panel rood doors A Coa eateries d►ate with eaters finish selection ecedu*. 2 Flesh wood door: A Coordinate with materials ninth selsctloe ededue 3 gene and relkstdoor? e do? A Coa wtrrr dhate aterale finish selection schedule. 4 Patio door: A Ccordnate with automat R+IMh selection schedule 6. Other A CoordUate with materials finish medico schedule (26)1S2,7=1602:12200 Pan t 2 - Products L Sliding gams door: A Coadreti with matera .N ls ',nigh ecua, schedule 2. Garage door- (make /sty*? (mss dlvsoon 114601 A Coordinate Meth eateries Fatah selection schedule -- .DGD- 'a/IeY L 002ift Part 2 - protects l%OWEgg. - A Ever ee sepr9 room w .east ore aa ': nave n rem. esdoes .•r w- Clear : pew.to m in of 51 sr e op�+g reign s tam :4• e.m•e ,near i T+D' emets son a nwee • hinge rot more rear . 4• above ere ^ore per 421.0 bn .eet 3b e s gins pr JBC 24 pee C See p rte re ogee. and eperauo 2. Mrilacaree ot oy A Co CpodN metr n se w. we es lee be on ct *draw mu e titre Coordinate tt were* Attar' .eactb wheat* eat* L Type A Coordinate dth Ywr4 is rbnmM selector *chides 2 aa.Uw Svppiw. • Coordeest* ash Amaral *rush mecum wheelie 3 '1re.wvkls 4 Coadrest* ann. .at.-t , wean selection s,rdteae Part . - Proucts L Glass treenem* to tie datermweed try NPs and snd Keane! per Chapter UDC 'abet Chapter 1 Safety gaze per L C Chapter 24 3 Perron to be s:rvreo ' v4' float plat. gam BO DrViSION 8 DivDivision . 9 FNle8E5 0 GYPS:" I !!ID' i114 11304 Pert : - Pocket L rala See the TTPICAL B ILDNG MATERIALS' to on the c*ami g*. A Fins/, i Coordeete with Contractor/Omer tuatara' seleeuone 2. Ceiling See to TYPICAL BUILDNG MATERIALS' list on ter drawings A Fresh : Coordinate s'U+weteriaa leensetection sae due 3 Coda required areas A d. Type 'X CALK ae require L See ory *ton 0,002 mac asmembPy rsqurammla B. i eteproor Gila M raga at wet a clap locations p.tBLaec25Q 4. lbd'rDOrd a disco et an the location* (U.011. 5 Meta corer teed prom*: l Coerce. a IOW eateria* flew selection w hsWie Prt3- Exe *Cr rt L Apply as required a UBL Chaptr 25 and Table 25G and 2544 Nall or ores b in place p tables tiZILVILLLE Part 2 - Product ,. Ceramic, quarry and mete tiles A Coordinate with eateries finish relocation wreck . Part 3 - Execution L Refer to eanufactve's recorntendetsons. 0`550 &COD FLOORIKe Pan 1 - Products 1. Types A Coerdrate with eateries finish selector, schwa. scJwd %50 RESILENT FLOORING Part 2 - Products L Type. A Coordlrote .Ith materials finish selection schectuae. t cARP otek Pockets Part 2 - Pots 1. Carpet and Pad: A Coordinate .nth materials finial selection ;994?0 PARNTI•Ce Part 2 - Products I. Pairing over tempered *grace per wenrfacttrer recosme it:atloro A. Coordinate with materials finish selection schedule 093r 0 WALL COVERINGS Pan duct 2 - Pros ar mat.e 1. Type A Coordrate with ContractorlO :al Wereak: e END DM54O 4 9 Division in SPECIALTIES 10'100 LOUVERS ANC vENT5 Part 2 - Products L Nardmare cloth scree V4' x V4' on soffit /ant* as detailed. 2. Caelruous 2' performed metal soffit vent as detailed 3. Roof vent (see Division 01100) 4 °thy vents as noted pr plans 1 '3 00 Pf�ABRIGATED FIREPLACES Part 2 - Products L Locatlonrl'Iod el /Accessories A Coordrate *nth materials finish selection ed Part 3 - Exeaaton 10ea 2 rte bir 1. See division 08 ro assembly requirements for fireplaces. 2. See division 11 energy requirements. 10 400 IDENTIFYING DEVICES Part 2 - Products 1. Building arbors A Coordinate with mateaa finish selection schedule - Part 3 - Execution I. retet n location per Jurisdictional requremenis '0800 TOILET AND BATH AGGES60RIE5 Part 2 - Products ssa 1 Toilet and bath accei.. A Coordhate with materlale finish eeiection eched. 10900 WARDROBE AND CLOSET SPECIALTIES Part 2 - Products L Storage Closet. A Coordinate with maturate f'mISh selection schedule 2. Cotes Cbsets A Coordinate with materials wand., finish selection dute 3 Paten; END DIVISION 10 Division 11 EQUIPMENT 1100 MAINTENANCE EGUtft ENT Part 2 - Product L Vaasa cleaning system. A Coordinate Seth materials flesh selection schedule. (1460 REbVENTIAL ELLAP'EMT Part 2 - Product I. Garage doer operates) A Coordinate with materials M dule. finish selection schedule 2. Ironing board cabinet (a draw + e A Coordinate with material. Onion selection schedule. 3. Free - standing appliance. A Coordinate with materials finis, selection schedule. END DIVISION II D hxlslot Q FURNISHINGS 12400 WI4M TREATMBit Part 2 - Proreet 1 Window Westmont A. Coordinate with materials fetish selection ededule END DIVISION 12 Division 13 RU SPECIAL CaNSTCTION D.D POOL9 Part 2 - Products 1. Bidder design DE* NOT T1,10 Part 2 - Products I. es A Coordinate math materials f 'mISh selection schedule. ENO DINSICN 13 DrvlNon 14 CONvE-NG SYSTEM at 2 - P►•ocluct a 1. Dbe.alter . A Manufactrerhtodel near: I Coordinate meth meter*b t'mI.h nelectiot schedule. END DIVISION 14 r1.a 'E*. maleCAL MCC CaLtESS. Pert - Goya' M L .chenca. epee odder , oe odder des. 2 lkmtgettnpn, ectoraesta A. Refer to rovie a• Caber qa Carers' .area.es 3. Co.eraetor rot out pk•txel and •J/AC adages .yov ad - A Comew sari afar _ ads Pat : - +`odds PpM era Fittings A1...te s Nei: -186 peetic Of s.zws req a fa ins r'OKI.d Prevail can rd. rd .Y' cc�rees•oe neoprene .00t4.0 per bcaLON ewer A the 2 Acvsde outs n bends e :area ABe G Gas Far coos vents Orator Cf appe.anose Ba D late .urn dim Grads 4' type K ennevro soer 2 Above Grade Tpe L .asc't .otdir gi.p 2. Plumbing s.re A Not eater realm . :+t.ae in tandem L Cooed eete with owners eaten* selection_ es Nose Db nowt proof' mare - .eta i ea C - "tar tit -cr* valve r garage Pl ati rea ng r. Lies oordx+ate rr as eater seat: art 3 irrigation. (e deed 4 Provide ^' connection rt ear ' r et Ins garage joy ear Met -off vat., .kh *liberate she -orr and gar va lve 'Part 3 - Execution design *Muir* tc esign Vt. system to appropriate ,*.sterna! reg,,reJ.r r. ea and ,Ct a r e N a ern consistent wkh reolatry .tardrds Refer to genera. re/ r� re.t. END DINSIO4 5 D.vaior 16 ELECTRICAL k ENO 01 v151 ON 16 Division TT DEO's'r REGQIIREt tNTS ND 24 4$ ON i1 D2oc&--o Ds p<fOS 55L'c NV4C Part 2 - Product t Forced Ar A slum sy Coordinate lout materials finish soled. soled B. Duct malt lt a insulation 1 Coordinate met mural* finish eatwctuom le whet G. Air cleaner - Coordinate .4th mate!as l fresh selection schedule 12 Controls th Coordinate la materials 'bur selection *dbecire E. Regimen s)th adjuetab1e InQpIJ 1 Coordinate with sutra* nis fifth esiectbn schlock. rr 2. Fa. see demean 11 energy requirements 3. vents ! Coordinate w'th materials rreM *cheek.. selection part 3 - Execution st L Threaler to design the system to appropriate esied . r It ictdnai yqurenas d Rte.., a wary consistent .! h industry standards Refer to genera: regwneme its � I:D€SAL Part ! - Mineral ai i Electric sy*te a to ce bidder M dKjed. irsnrn 1 Regulatory requts refer to Division i - Genre Reourenehts 3. C +tractor to provide electrical diagraming Irides design crcutby folios lighting plain d if provide 4 Coordinate with other trades WOO PACER Part 2 - Product l Wire and Boxes A Yost: Q 6A t3' Wire I. CaFI • Deep Locations B Low voltage. etardrd type 2. Panels: Crept breaker bon fully labeled A Capacity- Bidder Deelgn B. Bidder Design 3. Grounding A Provide (I) 2 V2' sd'edute 80 PVC con .itt at concrete star salt for electrical er svice and (1' 5/8' diameter • 8'0' long galvanized rod For electrical guiding. 4. Smoke Detectors- A Provide and Install per U.B.C. section 310.3 and * 5 Fire alarm. A Provide *tall per UB chapter apt r 31010 and as requred by governing firs martian Part 3 - Execution L The installer to design the system to appropriate jtrlsdau ictial requirements and ruect!on In a roamer consistent with the redwtry standards. Refer to general requirements and UBL. Part 2 - Products t Intrusion alarm decade. and moiety de system. A Coordinate etth neteras be*ht f selection sardine 2 Phone system A Coordinate with materials Finish selection echedu4. 3. knercommencatbn spume A Coordinate with materials Mich selection wheats* 4. Stereo system A Coerdrate .nth materials ration seiect.on schwa*, Part 2 - Products I Fixtures. L Coordnate slth eaterale Ninth selection schedule 2. Control A batches'''. Coordtrate en me h oatmeal* finish selection schedule. Diemen'. Die'. I. Coadnate with materials risen selection w hedule. 4 Boxes: 1. Coadiete with materials finish eelecucn schedule- 5. Other- I. Coordinate with materials flesh selection schedule Part 3 - Exeat.lon L The 'retailer to deign the system to appropriate Jtsdictinnal rmgwrsll.te and rLtctron In a maser continent anti, the nduetry standard. Refer to genera requirement, N iO RGTGrt gTATE E ' r . _- Coosa' Notes l Electric water heate s' Mau have per (59043i, separate power a gas stutorr. Non ompremble R.10 I0 pad x treated spaces only) 2. NACEA label on trk 3. Teeperatre setting (le** then a • to) Q0 degas F thaws 4. thrs and lavatories Mull Milt flow to (less Gana • to 25 wit (5 504 BU • Cawing Ceg imitation. I. Barnet to maintain 1' sr space above Insulation 2 Baffle* to extend 6' above bate 'mulatto+ 3. Bernet to extend Q' elbow boa. RII Insulation mutation B. Walmutation L Face stapled bate 2 Friction Rt braced butt er S Poly vapor retard a 6. PVA paint ./a dry op pen rating of 1 max. i. Corr. Insulation an be paced. A. Benno ehoser/tub B. Behind partition etude/corer insulation 8 Floor insulation op rated • dry o rated vapor barter on the sari+ side. B. Moisture control emulation L Attic and creel space acne. panels to be ;mutated and ;eater - stripped 1t Recessed lighting fugues • S504 44) eky.all 'mulatto Is Installed and equivalent to the required .all R -vale. at shown e table 61 a 61 IL vapor retarders shill be Installed per (50111) Q. n (b ix ) mil bed pohytutJl.e ground M od cover, au et be lapped 12' at poll and d extend throughout the anal space to rotidatbn A All atria doors (except V mewls doors) Mall be weather stripped per . t3. Serves hot and cold mater piping in unconditioned Tau* NW be *twisted to R -3 (6503.11) IIAS 4t a1GN STATE AR CilAL1TT AGT: Notes A General Not B. Standard at *akage (6502.43) calking s complete tams 'retailed In the tollow5lg locations: 1. Bet.sen so* piste/sbfioor 2. IRi/duct register penetrations 3 ham JOI$u ►II* (Prated lower Moors) 4. Partition* stud penetration et 1 RECEIVED CITY OF TUKWILA B 2 8 2000 PERMIT CENTER r.T4 .>„ 0 Z 5 0O E IW 0 Q z 0 0 aQ w H A te a r IW z z w z ,(q Cs Z xz 414 I s •. CO) G E co ✓ 11) (.0 cis ___ e ~ n co „r. 6) „_w c LL U V) O I_ 0.,* ..q, L ■� R io siz _s:_- co cv i y T �� TK L ► c Lo T ZS 11TLE 'Q6 NO 1997 1.8C SHEET Al 0 , SYMBOLS AND LEGEND P AM - D- VENT _AIT5..7E -15A -IR OOr" 3/LAEliD4' 5.4r art FIh 40TCNIEN ip0 r1 'tot - U-'O_E HOUSE FAN <00 CF+" MFI /TOO km i►KJLE +101rbt EXH1.1,1ST FAN COIJECTED A /4 ...CUR T!f4 - YriO CFI•/ MIN VTO [f, T►ERMti)5TAT • 5.0' ABO. E FLOOR C'l , 1 9 DETECTOR PER all/I BATTER' BACKUP NTEE CONI/e :TEL :4 HONK Ti"1E4 T` .t. •.: -- ?. E �.:t. P C. * A- pLl113'►Ya. ANC ELECTRCAL SYSTEM 6 .78 LINTS F : < /. 15* SEE 4€F FURN A- PF20' /1DE 6' C'.A'IlETER FRESH ...R It4TAKE F*± Ou•SIDE TO RE AIR PL :MI1 AT F.,NNACE tvr.. tOTOIIF:' ED FLO%+ CA/ b VILE Tb.'ERIT'.:.L EYFAN`iON TANN. AT SIFTER riE4.'ER C. ETR„o WATER HEATER •^ FTt4' -t�Yi TOP :N•p BC se' 'v"GE N'RES uRE RELIEF LINE P. t t € = TO 2,T' DE I ;.48 CWPPLE WALL -� AECNE, TTP 1.4 v (D, C • r r t F ' f Fr -1 2x8 r -10 ' 4' -8 3/4' Deck 8' -9IT .r FP 715 ' — Garage CG)NC , CP31 CFP -24) 1- I6' -3' 24' - 0' 28 -4' • 4 3 . -6 Ill' - Unfinished Basement i :DI 7 FP -16 L D1 ,1 1 -3' 1 6L1F v V� X7 1 X FI) r - r - 7-4' 8' - !,4' Ir 1 FOUNDATION /LOWER FLOOR PLAN M 4' -? 1/2' 1 �- 243 RIPP WALL a. - la' ( Cv R RIDGID MBU N LATIC GLUED ':O CONC. STEM WALL (3 ITg'.1 �D I /l D 1 1 3' -9' 4AEOv ! T' P 1 1 4 D % _ 14 FP -141 - r 1 SITE SPECIFIC FOUNDATION FLAN 10 E. 1' INCLUDED UN EACH LOT SPECIFIC PERMIT PACKAGE &44 V 4 •.I' p' it -05 241 It, erN .D in • RECEIVED CIT" QF TUKWILA - uj ' tl 200-' PERMIT CENTER I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES ( FP -1 J FP -?] (FP -3j c) Fi:' LFP -8l ( FP -O, I. SEE COVER SHEET FOR AL.- 6,0ERAL NOTES MSC REQUIREMENTS 2 SEE T`'PICAL MATERIALS LEST ON 'SECTION SHEET 3. SEE CO ET FOR 1L WJ'ES M1; RECLIIMEMENTIS CONC>ERNtirG I"EQ4ANK..AL, PullISPECs MC ELECTR CAL 4 MUSE, DESIGN) BT ^JAM" TRi+SS PLAN Sb.OUJ 4 '5 FOR GENERAL- LAYOUT ONE" SEE C r. 6100 SHEET A -1 - TRUSS LOADING SEE :J!`/ 040007A SHEET A -1 - SPAN PER R. PLANS, - 'mass cER ROOF BRA" 1a4G P AN S. ROOF 3PASING A 0 G - U.•UO. b R.:3F F'TG. -r- EXTEQ . F'ER'c ELEVATION INTERIOR PER EiECTION 1 R:FTER tail_ 2.4. vER' .3 ROOF TAIL AND RAKE OYERI4AN.G PER ROOF AN . 1 ALL HEADERS ARE 4x10 OF . 2 uN O. PR. V'DE ; I' TRW - TIER STUD UP TO 4' -O' SPAN AND (2 TR''T" PIER SW' OvER 4' -2" UN O SEE C SHEE A- CONCRETE STEM WALL 8' W'I: E WITI.I MINI 15' 1' FOOTING SEE DETAILS FOR 4DDiT101'4AL INFORMATION. SEE DIv 3 SHEET A- I CONCRETE STEM WALL • ' LICE WITH MIN- IL',..F•' FOOTNG SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIY 3 SHEET A -I CONCRETE SLAE -TA4 GRADE SHALL BE 4' THI STEEL T! LED .IN15H W/ 6 4J 4 hULF ON 4' GRANLAR FILL. SLOPE .' 'O DOOR. PROVIDE THICKENED EDGE AT DOOR SEE Div. 3 SHEET 4 -! 6.6 POST ON CBI; ' 1' ABOVE SLAB ON 36' x36'..3` MAT FOOTING ON SOLID SUBSTRATE I11/! 41 •4 BAR EACH -; wAt SEE Div 3 SHEET A- I CRAWL SPACE VENT SEE CALCULATION BELOW. SEE DIv. I SHEET A -1 ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' o.c UN.O 14' MIN STUD LENGTH PER UBC SEE Div. 6 SHEET A -1 4fI BEAM LINE MIN. 1' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE DIv 6 SHEET A -I 4,4 POST (SCAB POST AND BEAM WITH 2,4' ON 9O• FELT ON MAT FOOTING UN.O. PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FROr1 POST TO c.00TING. PER DETAIL 1 6/DI SEE DIV. S SHEET A -I 6 MIL BLACK POLYETHYLENE GROUND COVER ON GRADE SEE Div 1 SHEET A lFP 01 ELECTRICAL SERVICE l I PROVIDE (1) 2 1/2' SCHEDULE SO PVC' CONDUIT FOR ELECTRICAL SERVICE AND 11) 5/8')3' LCNK, GALVANIZED ROD FOR ELECTRICAL GROUNDING SEE DIV. 16 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS HvAC, ET , .. - 7 REQUIRED 18'x74' CRAWL SPACE ACCESS. NSULATE AND LLEATI-IER F+*FFI SEE DI 01002.2 SHEET A -!21 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST 14•>24•(1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WA"( OR 12' STRIP FOOTING PER DETAIL 16/DI 305(305X1' MAT FOOTING ON SOLID SUBSTRATE WI (2I M EAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/DI. 36'(36512' MAT FOOTING ON SOLID SUBSTRATE WI (2) 1 4 BAR EACH WAY STUB STEEL 12' INTO SLAB • 12'oc SYMBOLS & LEGEND /1J POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERIN3 DOWN FLOOR JOIST SEE DIV 6 SHEET A -I 4x5 BEAM LINE. SOLID BLOCKING BETWEEN JOIST O'-ER SUPPORT- BEE DIVISION 06100 Ei1 -EET A-1 PROVIDE SOLID BLOCKING THRJ JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIv 6 SHEET A -1 MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER MIN 18' BELOW SURROUNDING GRADE 3• DIAMETER STEEL POST EDGE OF CONCRETE POINT LOAD F1e'Or1 ABOVE 0' POINT LOAD TRANSFERING DOWN W/ LOADING it HOLD DOILN WITH SIZE DESIGNATION _s� WA VE TO USE RTICAL STRAP ON FL OOR WITH SIZE BE 5k DE N1ATION BE 9Txx HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES SEAM CALCULATION WITH INDEXED NUMBER HANGER POINT LOAD TRANSFERED BY KICKER OF SHEAR WALL TYPE OF SHEAR WALL t - * WALL ABOVE 1E111.111111 WALL OELOU! 14QTE: UNLESS OTHERWISE NOTED, ENGINEERING AND CAI,.GULATIOI ACE NOT Pfe0y1PEP M THESE PR/ WINGS N 0 • 'II y1 /n lido N •,. #+.,, I W 2 w CZL J08 M. 99091_ "2. SHEET 99090.22 • ff� - • 4, , + l .zy1}. t.-s4 s 11a , *k ov Ni JAN �ttil`.) • 6 DU JARDIN . Kappler Architects P.S 143 I i SE 16th ji. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 _TITLE - lUe __..__.. NO : 9909022 IA SHEET 99090.22 2.2 •A'••• • r • f I .11 r • 6')., ir - - • - - - I zi - 6 1 SIN L J i L JL J r r 2 r r • - 4 I.; J L L._ •". L L 24 PT DEO< -KI*STS • to• •/ 2 fKIti 0,0ER "'HR. OECK BELall TO Foort•:, , ---2x5 PT LEDGER far / In' Lou BOLTS • ?' cc V ST4e...+ AnC .....118 -- --- — - I / 15:" ART ---1 1 JOIST . -wriGEI FRAPIR 6-JERE) ..,,,* \‘'S I - -:L r -" ' 4 .1 , r ...-- C \ MAIN FLOOR FRAMING PLAN JL J L JA_ 4 RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER $ ! GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES 1 1 1 F r i ( F-10 ) F-II CT-12i CF-14 rF-e • I. bEE CO 5.-/EE'' FOR ALL GENERAL NOTES AND IREJ/IIVET1ENTS_ 2 SEE TYPICAL MATERIALS ST ON SECTION STET 3. SEE COvERSHEE'' FOR ALL NoTEs REOJAREPIENTS CONCERNING ' PL'..21113ING AND EIECTR.CAL • TRUSS DESIGN P." •:-14.JF To:W.5 PLAN 564CAIN 'S 'Y OUT CU. SEE 6.2,0 SHEET A- 7 LOADNG. SEE Cv 0%000 SHEE 1 - TRU6 SPAN PER FLOOR PLANS - TVLSS, TYPE PEP ROOF FRAP PLAN 5 RC-OF FIRAi NG SPAsiNc, 24 o.c Limo • ROOF cc lTCi4 ExTERICR PER ELEvAtioN INTERJOR PER 11 2:•••FTER AL 2x4 ‘ERIF a RooF TA,L AND .AKE Ov'ERHANG PER AN 43. HEADM ARE 4,0 OF '2 UN° PRO /IDE c snip up yo 4 pAN AND (2) TRP uNO SEE DIv Or, POO SHEET A-I SAGO FRANING AND SCT AREA AS REQUIRED TO AaOIL 14v _L POR AC DUCT SEE DIviS SHEET I F 2 j RAKED PONY _ ON OP OF LOU.ER ROOF MEMBERS SUppoRTNG UPPER ROOF FRAMING MEMBERS F _3 I ALIGN EDGE CF JOIST UJI FACE OF WALL 'I ALIG INSIDE FACE CF SEAM tlYTH OUTSIDE F- FACE OF WALL UPSET - BOTTOM OF BEAM EvEN w BOTTOM OF ! JOIST ANC TOP OF BE AN E•IENDS UP ABOVE JOIST r- TOP NG NO I " ALTACENT ° • IR - SEE S CI-IEDULE DWG 1I MEMBERS INTO BEAM FOR TEADEOUA SUPPORT ACEA • VENT F-1 LSEE C-ALC.0 ATION 'EE Div 01002 51-IEET A- JOST F OO SEE C , v Of,I00 SHEET A-, SEE ELEvAT■CNS AND SECTIONS PLATE PRESSURE BLOCKING SEE Clv 06i0(2) SHEET A_, FLUSH - BOTTOM OF BEAM EVEN Bottom OF JOISTS TOP c. BEAM FLUS+-4 W. TOP CF JOIST AND BEAM EXTENDS DOt.IN BELOUJ JOISTS TCF OF BEAM 5• BELOw TOP OF JO-T TO ALLOW FOR HvAC OVER BEAM AND SEAM 51171FS DOWN BELOW JOISTS 2xf, OvERFRAMING • 2.4' OC 2xk7 CEILING JOISTS • 24 00 al`i 16',1,11U__ .A?? tiP 2. 711‘111 BL ONIS1ON SYMBOLS & LEGEND C) POINT LOAD FROM ABOVE 04 POINT LOAD FROM ABOVE Wf LOADING I/0 POINT LOAD TRANSFERING DOWN POINT LOAD TRANSFERING DOWN UR LOADING Zq 1-1ANcsER POINT LOAD TRANSFERED B1 KICKER . I-IOLD DOWN 'MTH SIZE DESIGNATION ' vERTICAL STRAP WITH SIZE DESIGNATICN _/ TO BE USED CN FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH INDEXED NUMBER . _ — EXTENT Of SHEAR WALL TYPE O 4EAR WALL tt.2, WALL ABOVE VISEEEnt WALL BELOW A' AV` • NCIE UNLESS OTHERWISE NOTED, ENGINEERING AND CALOJLAtICNS ARE NOT PROvictL) IN THESE PRAWINCse. , .„ A 4 ,t+ v , 441. Cte Worksta r SYMBOLS AND LEGEND fel [T] FAN- DIRECT VENT "C. TSlPE - B AT4iRC :PIS AJNC• SL tF' M•1 4 c.rCHIEN 100 OR- "_.! 4040LE ++OUSE FAQ. iC/C % M MR vtOS u.NOLE 610u9E Ex►.Au5T FAN GON'ECTEC 4 74 HOUR TII'E . LOG. CFM MN vT0 T •EFQ'105TAT • • ABG ✓E FLOOF2 :)E PER WITH BATTER? MTEF ,2•4NED?E^ 'T 24 HOUR TIMER T0 Ji-' t -.owE F »1 f£CHANIGAL °.0 S0•7. ANC, ELFCTRCAL ( SYSTEM FOR .1'NiTS PER (? +✓ 15.16 SEE SHEET A: 4 PRO E' D .t.METER. FRES.y AIR N7• FRCP-I OUTSIDE TO RETURN AIR PLENUM -,T FURNACE W.TH4 '' TOR' =D FLOW DAP—PER. IS_ PRCADE 'HERMAN,- E)Q•ANS O.4 1 AT WATER NE ATER C. WRAF it4TER ..EATER T'> FRAT"?G TC/P AND BC "...1 D F O/'=?E ORES`31JRE RELIEF LIE F1L7 EE_^. OUTS:; E GLAZING CALCULATION TOTAL SF OF HOME 2246 SF TOTAL SF OF GLAZING 262.2 SF TOTAL % OF GLAZING _ 11.7 s 5F IS CALCULATED USING, THE REQIJIRB ENTS SET FORTH ? THE ;iIASHINGTIJN STATE ENERs1 CODE REFER TC ADDITIONAL D..)0.." SENTAT oN 'O SUPPORT r1ET.+ODOLO PERFOF.m.AN Cc' t...JOE 1 1 * • -ate b'-b' f -- 1 1/2' Dining CARFET I/2' Garage cow; CFI J P -12 P -12 5- Nook -, , ' vIN 'rL 12 (D2 Deck FT -.'0OL ▪ 2.6 U14LL - DN • IER C'-3 V2' 2610 5' -I0 V2' Kitchen = IN'r L Living CARPE T' -2' MAIN F PL boob 1/4'.1' -e' 2'- :1 RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER 1 GENERAL PLAN NOTES 1 FLOOR PLAN KEY NOTES I FP-2 l �P P -4 1 [ P-5 P -6J P -11 CP -18 CP -201 r P -211 LF -221 C - 2 3 ) CP -241 1 SEE CC'/ER SST. FOR AAL GENERAL NOTES AND REGI,'REMEN' : 5 2 E'EtIIGl AI�C AI 4L� - NFOR" IATiON SEE Dry •1 SHEET A -t 3. SEE ELEvATION FOR . "+pGW OPERATION SEE C! 9SHEET A- 4 SEE TYPICAL MATERIALS LIST ON SECTION S'- ET 5 SEE COVER SHEET FOR ALL NOTES APp RECUIREMIENTS CONGERNNNG MECAANIC4L PLIJBNG AND ELECTRICAL OGCUPANC1 SEPARATION. APPLY (1! LA,EER 5 /b' TIP£ 'x' atom. T., A__ WALLS AND C E'LiNGS OF GARACCE SIDE FRC"" FO'.NDATION TO SHE4THiNG •.;.R..F POST ANC BEAMS APPLT t 2 ' LAYERS . 0 TRUSSES AND TJI FLOOR JOIST SEE DI'v_ 0100:'5 SHEET A -1 1 3/8' MIN. SOLID CO RE. DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DIV 0i0a2 SHEET 4 -i STAIR ASSET'IE_" NOTES: PER ABC SECTION 1003 A. HEADROOM MT! 6' -8', w1DT+ -I "tRv 3'-Q'. S. TREADS 10' MIAL DEPTH RISERS 8' MAX NT. C HANDRAIL MN- 34' TO MAx 38' ABOVE TREAD NOSING. - 1ANDRA:L I I/2' r^?L TO 2' MAX CROSS SECTION DIME14540N AND I I'2 MIT: CLEAR FROM WALL. RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT W4LL(S, E. COVER USAB.E SPACE UNDER STAIR UJi 5/8' TYPE 'x' G:JE 2) LATER: • CEILING AREAS F. PNTER EDIATE EsALUSTERS SI -4ALL BE SPACED W/ LESS THAN 4' BETWEEN 15ALU°'TER SEE Div_ 010026 SHEET A-. SAFETT CLAZltvs PER U5C 'ECTiON 2406 A 'WINDOWS WITHIN 18' of FLOOR B. WINDOWS WITHIN A 24' ARC OF COORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN GOOKS E. WITHIN STAIRWELLS F WITHIN 5' OF TOP OR BOTTC>t"1 OF STAIRS SEE Div. 08500 SHEET A -I EGRESS WINDOW PER USG, SECTION 3104 SEE Div. 08600 SHEET 4 -1 IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE 18' MIN. ABOvE TOP OF SLAB. SEE DIv. IS 5HEE1 A -1 COYER WALLS ADJACENT TO TUBS AND SHNOUJERS WITH NON - ABSORBENT Mt- TERtAL TO 10' ABO\E DRAIN INLETS. SEE DIV 09250 SHEET A -I (2 ) LAYERS OF FLOOR SHEATHING OVER FRAMING. 8' M.4x RISER WITH 10' MN. RUN IF MORE THAN ( 3) RISEN HANDRAIL REQUIRED PER UBC, SECTION 1006 S1 -IEET A -1 18'x24' CRAUL SPACE GCCCES& INSULATE AND WEATHER STRIP SEE Div. 010,022 SHEET 4 -I 22'.30' ATTIC SPACE ACCESS W. 3C' HE 41✓ CLEARANCE. INSULATE AND WEATHER STRIP SEE Div 0100:1 SHEET A -1 FLOOR MATERIAL BREAK LTIE WAL L INE A WALL LINE BELOW FIREPLACE ASSET1 LT NOTES: 4 DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS. SHALL , CONFORM TO UBC REQ1JIRrEMENTy SEE Div 010028 SHEET 4 -1 B. ZERO CLEARANCE FIREPLACES SHALL. CCU" TC USG REQUIREMENTS. SEE DIv 010028 SHEET C. HEARTH SHALL CONFORM TO UBC REQUIREMENT SEE Div 0100213 AND 9 SHEET A -' D. 5 /E' TYPE 'x' GI1NEj CAN HOUSE SIDE OF CHASE CLOSURE TO ROOF SEEAT:4ING. SEE SITE PLAN FOR ExTE.NT OF WALKS AND DRIVEWAY 3' DIAMETER ;STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAiRB SLOPES AT 36' AIBOvE STAIR NOSING S. 'B' VENT FOR MEGH- IANICAL 1' CLEARANCE ALL SIDES PER u5C SEE DIv. 15 SHEET A -1 ' PLANT SHELF UPPER AND LOVER LINEN CABINETS SOFFIT AREA C,�V C� l c\ D INTEGRATED MAKE UP AIR 9 . 81\14 2x6 STUDS W/ R -19 INSULATION MINV, A ,rV �.J \ \II SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR U N F. BASEMENT TOTAL GARAGE DECK / PATIO 995 SF 1251 SF ___L950 SF • 2246_ 503 SF 139 SF SQUARE FOOTAGE 19 MEASURED TO THE ouisipg FACE OF WALLS STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO DELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS • eko- r1 z ti 1-- w U w 1 it O a 0 J X w w L) 0 w 0 U 0 i TITLE • : No. 99 SHE:E T A3 99090.22 • t • • t p • LL C') CD 41 C \ r_:) C‘.1 C 4 cr) 1 • 1 4 4 UPPER FLOOR/LOWER ROOF FRAMING PLAN I r AL L FLOOR JOIST ARE. TJI PRO 250'. AT RIP L1/ MFG LAYCUT SEE DIV 06100 PERMIT CENTER I. SEE COAR Si•EET FOR ALL GENERAL NOTES AND REOJIRErENTS 2. SEE rt MATERIALS LIST Or•I SECTION SWEET 3 bEE , .. - -ai,ERSHEET FOR ALL NOTES AND RF-GLIIRErENTS CONCERNING tlEci...AN CAL. PLuMISSIG AND ELECTRICAL TRuS4 DESIGN SY MANUF TFIL.S6 PLAN 64.10u .N e FoR GENERAL LATOuT ONLY SEE D. i **E.ET A- - TRI*6 LOADING SEE DIY 0#001DTA SHEET 4-' - TR.443 SPAN PER FLOOR Pi_42. - •RUSS T F ROOF FRAMING PLAN 5 ROCF FRAMING SPAGNe., :4 C UNC 6 ROC PI TC.e. ExTER.oR. PER ELEVATION N INTERIOR PER 5EC Is• al 1 TER .4tL v'EIFy e. ROC. TAIL AND RAKE OvEHRANG PER ROOF RAF - R RECEIVED CfTY OF TUKWILA FEB 2 8 2000 GENERAL FRAMING NOTES I FRAMING PLAN KEYNOTES I ( BACK FRAit AND 5OFFiT AREA AS REQUIRED TO ALLOW FOR WVAC DUCTING eeE civre 5-1EET 4-1 RAKED PON" UJ4i ON TOP OF LOILER ROOF FRAMING riEMBERS SUPPORTING UPPER .* ROOF FRAMING MEMBERS F_ 3j ALIGN EDGE OF JOIST uJITs-i FACE CF WALL f ALIGN INSIDE FACE CF E3EAM WITH OUTSIDE " 1 FACE OF WA-L. UPSET - BOTTOM OF BEAM EVEN UV BOTTOM OF ' " ) JOIST 4 TOF OF BEAN EXTENDS UP AeovE JOISTS TOF OF 5eAr1 IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. 17-L1T ADJACENT FRAMING MEMBERS INTO BELM FOR ADEQUATE SUPPORT. ATTIC SPACE './ENT 5EE CALCULATION SEE Div. C^1002 SHEET A-1 FLOOR JOIST - SEE SC!-EDULE DWG. SEE Div. 0 SWEET 4-/ SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PRESSURE SLOGGING SEE Div .2 SHEET A-1 FLUSH - BOTTOM OF BEAM EvEN W/ BOTTOM F .2 - 1 F-6 ) OF JOISTS FF--61 TOF OF SEAM 5' BELOW TOP OF JOIST TO ALLOW FOR k'/4C OVER SEAM AND BEAM BLIMPS DOWN BELOW JOISTS PL AN s. ALL HEADERS ARE -WO DF UNO PROvICE ' TRIT'VER STUD UP TO 4 - 0' 5PAN ANC :2) TRV-1MER STUDS OVER 4 UN 0 . SEE DIv. 0610c SWEET A- TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EX TENDS DO.14 BELOW JOISTS 2)(6 OVERFRAMING • :4' OC 2xE, CEILING JOISTS * 24' 00 • 1 • SYMBOLS & LEGEND POINT LOAD F-ROM ABOVE *(<// POINT LOAD FROM ABOvE W/ LOADING POINT LOAD TRANSFERNCs DOAN 631# POINT LOAD TRANSFERING DOWN W/ LOADING HANGER POINT LOAD TRANSFERED E KICKER .4" HOLD DOWN 917E DESIGNATION STxx VERTICAL STRAP WITH iZE DESIGNATION TO • !BF USED ON FLOOR BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION 0 INDICATE 5 SEAM CALCULATION WITH INDEXED NUMBER EXTENT OF 61-EAR WALL TYPE OF SWEAR WALL WALL ADOVE IMMO* WALL I3ELOW r_ 0 ATIGN9ARETWERWSE NO NO E1N E o st ••• z TITLE 43 NC 9909�22 SHEET A4 9909022 ,4 b •■1441 1 .• J SYMBOLS AND LEGEND {FI FAN D.RECT vEN'T • J1.T5tGE - BAT.+Rxe!!'LAJNOR` 50 CFT7 MIN - a►•OLE ►.OUSE FAN I00 CFT1 EITNI 'TOS U1OI..E 14c& € Ex- +Aa13T =AN ACTED A 24 ►•OLuR - IE0 c!`? MR.I vT0 To EIQ &TAT • 5C • ABA: r'E FLOOR NZv 5f t3'KE ',?fTEC TOR PER fix: iiITH BATTER BACKUP NTEW.ONFECTED 24 HOUR TIMER T..:J- _E 4 E FAN EECWANiCAL FLl1` Ca. ANG ELECTRICAL ST STET" FOR .NUTS PER :•Iv 1546 SEE `.>R•EET 4! A F'RG'TIDE E' G'ATTETER FTiESw 4tR NTA E FROM OUTSIDE T^ RETURN AIR PiENL1 - ' :.T F'JIBvAcE tUTT -- "IOTGR T'<G ROIL DMFEI B. PRG✓IDE NER ExQ'AN61ON TANG AT WATER =R C. STRAP ;LATER .*ATER "C FR,y-ING TA AND BO' - Ot-t D F'r. . /IDE PRESSURE PEL►EE LINE PLJ"ISEC • I • m a sit • ® 3' -3 I/1' • • C F -4 2' • 11' 11 8' If'' 1040 10' - 3 1/1' 11 -0 I%' 8'-6 V2' � 24 OF Linen 5.oHL vS 28'-4' 3' -6' Hal CARPET '24 J 5' -5 U2' Office CARPE T oti % 0 14r? 2' -8' i' - 6' to 3'-11 I/1' °5D (•) 4 ' -10 l Bdrm #2 • CARPET W - 3 IR' P -5 I A. I Bdrm #3 CARPET 3' 4 I/2' I4R ' P - UPPER FLOOR PLAN R i s I/2' 6' -0 8cal. 1/4'.1' -0' 5' - 5 1/2' 6F C •- 5IJ _ 2030 2'-0 1t2' y _ L ROOF LINE BELOW GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I I P -I ) OCCUPANCY 5E ARATIOI, APPLY (i) LAYER 5/0' TYPE 'Y' C31U8. TO ALL MALLS AN c CE4LIVG5 OF GARAGE SIDE FROM FOLNDATION TO SwEATWING WRAP POST AND BEA1 AP+=LT !2) LAYERS TO TRUSSES AND TJ4 FLOOR .FOIST SEE Div. 0!C'02.5 S4- ET 4 -! __ J 1 3/8' MM SOLID GORE DOOR WITH SELF CLOSER ` TO BE TIGHT FITTNG SEE DIv 010025 SHEET A -I [P - ) STAIR ASSEI'tBLY. NOTES- PER JSC SECTION 1003 A HEADRc. M!Pl 6' -5', WID'H MM. 3' -0' B. TREADS IC' M!N DEPTI -1. RISERS 6' C. I-WNDRAIL MIN_ 31' TO MAX 38' ABOVE TREAD NOSING. 4-•ANDRAIL I ' ?' MIN. TO 2' MA x. CROSS SEC - IN DIMENSION AND 11x2' MINT. CLEAR FROM WALL. RETURN RAIL ENDS D. INSTALL FIRE BLOOCING AT STRINGERS TOP AND BOTTOM ANC ADJACENT WALL. 5) E. COVER USABLE SPACE II' ER STAR u,/ 5/8' TYPE 'X' GWe. (2' LAYERS • CEILING AREAS F. 114TER I EDIAT'E BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BE ''LEEN BALUSTERS SEE DIV. 04202* SWEET SAFETY GLAZING PER UEC SECTION 2406 A WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC. OF DOORS C. WINDOWS AT TUBS AND .54#1JERS r) GLAZING IN DOORS E. WITHIN STAIRI:.ELLS F WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SWEET A -1 P -5 j EGRESS UNDO...) PER Ut3C. SECTION 310.4 SEE DI' /. 084200 SWEET A -! IGNITERS FOR GAS FIRED APP! ANCES M GARAGE TO BE ie' MIN, ABOVE TOP OF SLAB. SEE Div. I5 MEET A -I - P_, COVER WALLS ADJACENT TO ttBS AND l &HOLLERS WITU NON - ABSORBENT MATERIAL TO 10' Ate,O'vE DRA!N INLETS . SEE Div. 09250 SWEET A -1 I /2! LAYERS CF FLOOR SHEATHING OVER P -4 r P =101 P II f P 12] rP _13] FP -14 P- i5 l C P - I� CP CP -:1 I rP -22 CP -2] rfP 2_411 taooc a I. SEE C.?vER SWEET FOR ALL GENERAL NOTES APO REQUIREMENTS 2. E!.EFGY AKj AIR OUAILlT7 INFORMAT'.ON SEE DIV li SWEET A -I 3 SEE St1ILD.C; ELEVATION FOR IUPOOW OPERATION SEE DI. 8 61 EET A -, 4 SEE !1ATERAL4 LIST ON SECTION y 5 SEE COVER SWEET FOR ALL NOTES AND REQ✓'RE NTS CONCERNING MEC+.A 4 CAL PLUMBING. AND ELECTR;GAL FRAM ING. 8' MAX. RISER W111-110' MIN. RIJN IF MORE THAN (3) RISERS .•4ANDRAIL REQUIRED PER UBC, SECTION !0C'6 SWEET A - IS'x24' CRAUA. SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div. 0!0O2.2 SHEET A -I 22'.30' ATTIC SPACE ACCESS W: 30' 14E-1.0 CLEARANCE INSULATE AND WEATHER STRIP. SEE DI V. 01002' SWEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLI NOTES A DIRE:-T VENT FIREPLACES, INSTALL PER MFG SPECIFICATIONS &!;ALL CONFORM TO UBC REQUIREMENTS SEE Div ©10028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL COPFORP1 TO UBC REOIJIREMENTS. SEE DI v. 010028 SHEET A- C. HEARTH SHALL CONFOR -1 TO UBC REQUIREMENT SEE Div 010028 AND 9 SWEET A -I D. 5/8' TIPE 'x' GJB ON HOUSE 31DE OF CHASE CLOSURE TO ROOF 5HEATI -4iNG. SEE SITE PLAN FOR ExTENT CF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UBC 5092 A. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSING$ 'B' VENT FOR MECHANICAL I' CLEARANCE ALL SIDES PER USG SEE DIV. 15 SWEET 4 -I PLANT SHEL• UPPER AND LOWER LINEN CABINETS SOF I T AREA INTEGRATED MAKE UP AIR 2 x6 3TUUS W/ R -19 INSULATION MN. 4 RECEIVED CITY OF TUKWILA FEB 2 8 2000 •. PERMIT CENTER K I. a A r • S S • • • • • • _•., • r • S I UPPER ROOF FRAMING PLAN 7 • .0\ -059 RECEIVED CITY OF 'TUKWILA FEB 2 8 2000 PERMIT CENTER F-2 ) ( F-3 r _ F-4 I F , C F-6 -) , IT=12 F-13 t F-141 F GENERAL FRAMING NOTES I. SEE COvER SWEET POR ALL GENERAL NOT I RECLIIREMEENTS 2 SEE TYPICAL MATERALS LIST CPA SECTION SNEET 3. SEE COvER1 EET FOR AL, NC7TES AND RECURErENTS CCNCERN.NG MEC..ANICAL, PL,1/115ING, AC ELECTR.CAL_ 4 MISS DES•GN BY MAR, 1 PLAN SwOUN PS FOR GENERAL ,...r oNL SEE DI/ 6100 SHEET A- - -Rue,e LOAD, SEE Dtv 2:42,00 SWEET .4-i - TRUSS SPAN PE R PL . .."Cf2 PLANS - TRUSS " PER ROOF FRAMING PI_AN 15 ROOF FRAMING SPACING :4' CC UNO 6 Pitc44- ExTERIOR PER ELEvAT.0N INTER CR PER 5ECT RAFTER 'AIL 2x4. VERIFY 43..sigpcF.4A11,-..At42 RAKE OVERHANG PER RooF PLAN_ S. ALL HEADERS. ARE are DF uN.O. FROvIDE ' TRIMMER SW uP 4'-0' SPAN .ANC TIRIP STUDS OVER 4•-e" UNO. SEE Div. 06100 SWEET 4- I I FRAMING PLAN KEYNOTES BACK FRAP AND SOFFIT AREA AS REQUITED TO ALLOW FOR o-IvAC DUCTIN SEE DIv.15 54-EET A-I RAKED PONY WALL CN TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS ALIGN EDGE OF JOIST WITI-1 FACE OF WALL ALIGN INSIDE FACE OF BEA uRTI-4 OUTSIDE FACE OF WALL UPSET - BCTIOM OF BEAM EvEN LW BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP !SEAM .5 F. WITH BOTTOM OF JOIST WITH NO TOP II.LATE. CUT ADJACENT FRAMING MEMBERS rt BEAM F DF2 ADEQUATE SUPPORT. ATTIC SPACE vENT SEE CALCULATION SEE Div 01002 SHEET A-; FLOOR JOIST - SEE SCHEDULE Du.G. SEE DIV. 1 00 SWEET A-I SEE ELEVATIONS AND SECTIONS FOR PLATE i-IE,GI-IT PRESSURE BLOCKING SEE Div. 06400 SWEET A-, FLUSW - BOTTOM OF BEAM EVEN tUf BOTTOM OF JOISTS TOP CF f9EAM =LUS14 J.1/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP E4/-1 5' BELOW TOP OF JOIST TO ALLOW FOR HvAC OVER BEAM AND ESEAM BLP DOWN BELOW JOISTS 2X6 OvEIWRAMING • 24 CC L !:' ) 2X6 CEILING JOISTS • 24• OD ROOF VENT CALCULATION BASED ON S 2-V7 HOLES PER VENT MOO( ON USC SECTION_15105.3 TOTAL ROOF AREA 251 ef/300.4.17 _5F OF VENT AREA REQ 1D0 % AT EAvE • 4.17 5F REQUIRED %. • 36' (MIN ABOVE EAvE 0 5F REQUIRED 0 _ ROOF JACKS AT 50 SQ ii EACI-I.Q SQ. W Q ISO LE. CF EAvE VENTS AT 5.2 SQ. IN/LF.780 er 1- 011 GABLE END VENTS Al Q x (1_ SO IN..° SF CsABLE END VENTS AT SQ IN .0 _ 5F CsABLE END VENTS AT s DIA. .24 SQ. 5F TOTAL VENTS PRO'. IDED ROOF JACKS EAvE vENTS CsABLE END VENTS • • MZ • 1 7 SF • TOTAL SF CIF vENTS PRCvIrED s 5.5$ _ SF AREA MAY BE I/300 IF A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION uec 50532 EFFECTIVE VENT AREA BASED ON A 30% REDUCTION DUE TO I/4' MESH SYMBOLS & LEGEND ) . (04 POINT LOAD FROM ABOVE Ci POINT LOAD FROM ABOVE WI LOADING a POINT LOAD TRANSPERING DOWN 0 POINT LOAD TRANSFER ING DOWN tll/ LOADING Le 4 f e MOLD DOWN UJITW SIZE DESIGNATION ./•?\/ _ HORIZONTAL STRAP WITH SIZE DESIGNATION IND ICATES s BEAM CALCULATION N 1111T4 INDEXED NUMBER HANGER POINT LOAD TRANSFERED 15I KICKER VERTICAL STRAP WITS4 SIZE DESIGNATION TO BE USED CN FLOOR BELOW 1••• . • . • • •' • EXTENT OF SWEAR WALL TY Fs at 54-4F. AR WALL WALL ABOVE Vississit WALL ELOW • tAQTL: uNLE9S OTWERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT PROVI9ED IN THESE DRAUJINGS. is p Cr LT 0 0 z 0 54 ITTIF ,k '4 : WI090.2.71 • SHEET 99090.22 • il • SE • '2 • • 4 r.• • )•• 0 DUJARDIN PLAN #2246 FOSTERVIEW ESTATES THIS DRAWING IS Q CdPYRIGHTED AND IS THE E4GLUSvE FROFERTY OF THE AHL;HITECT ■ Kapp ler Architects, P.S. • 14311 SE 16tn ST. . Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5818 - . - r 4f - fit 111111111 1l1[111111111 • :12 11 I1ORZ 5 5 • 12 - 6.• HOR: 50PCs 11 11 1 5 12 J HORZ 51D11‹.% N N SIDE ELEVATION LOWER FL REAR ELEVATION SIDE ELEVATION TOP PLATE uN WDR I-6T (;1 UPPER FLOOR ,k TOP PLATE LUIN WDR If .soir MAIN FLOOR_ TOP PLATE WIN, NOR T sp 12 - 15 1 0 t2 14 111111111111 11111111 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV 7) BUILDING PAPER (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV 6) INSULATION: (DIV. 7) SOFFTT: (DIV. 7) • OWB. (DIV 9) • EXTERIOR WALL CONSTRUCTION SIDING MATERIAL: (DIV. 7) BUILDING WRAP: (DIV. 7) SHEATHING: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) GWB: (DIV. 9) . FLOOR CONSTRUCTION FLOORING: (DIV. 9) SUBPLOOR: (DIV. 6) FRAMING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT. (DIV. 7) WINDOW. (WITH NO BRICK MOLD) CORNER BOARDS: FASCIA: • SHINGLES (DIV. 010005) 304 BUILDING PAPER OSB OR EQUAL PER PLAN R-30 BLOWN.IN I/2 RE-SAWN PLYWOOD 5Ir GWB WOOD SIDING (DIV. 01005 150 BUILDING PAPER 7/16' OSB OR EQUAL • • 2 x 4 STUDS AT le OC R-13 BAIT W/ INTEGRAL VAPOR BARRIER GWB HEAD 2x6 JAMB: 2x6 SILL: 2x6 INSIDE 2x2 OUTSIDE 2x4,2x3 218 UNO 2 TOP PL ATE • GARAciE MAN FLOOR r i D2 12 4 vlb FINISH PER PLANS (DIV. 01003) 3/4• T&G (PLYWD, COMPLY, OR EQ.) PER PLANS R-19 BATT 1/2" RP-SAWN PL YWOOD Garage Office (ti FRONT ELEVATION Hall Living DINING ESE CONE) ) TRIJS5Eti PER PL,IN FLOOR X11 PER FLOOR JOL.ST5 PER PLAN I. • a Unfinished Basement a 15 M. Bdrm. Kitchen 2 000 -05? BUILDING SECTION ei t a • D2 , CIV OF 1 to ,psr%!ED 1.9,4t 4 3 .UU) l • BUILDING DIVISION • TOP PLATE 14IDR 4-GT. , , 7- WDR WIT TOP PLATE elo RECEIVED CITY OF TUKWILA FEB 2 8 2000 DI DI RMIT CENTFF • • 52, co TULL '6 NO : 9909022 SHEET 99090.22 • . 'hoit.ks 1. 4 r , 0 ti r It) 0 U APA LATERAL RESTRAINT PANEL 3/8"rr-0 iu � ioP CF 5LABt $ 1 W T OP OF FTC FOU 3/4'=f0 tatE: 1646B994T SLAB MUST BE N PLACE PRIOR TO ISACKALLING NO INSULATION BETYEEN BASEPENT SLAB AND STEM WALL. 2' -0' , 8' I' -0' FOUNDATION DE 3/4 "4-0 2x N . .-tRamariestas . and. I/2 CLEAR r 2X4 TOP PLATE GARAGE DOOR _. (TWEE Ns% PLAT/ FOR 612E) NAL SIEATIOIG TO TOR UY b DIALS •3'CC• WALL LOC. WC ON SAN iIALL S IED 2 2x4 STtV6 -4 . 6WEAT1a46 1r Id NALS•3' EACH STUD UNO ON sat /ALL SG•ED NAL 6d NALS • 3' OC • ALL PLT6, ■ORS- . 'Are JJWO 04 SW kW . SC>IED 2 2.4 AT ANY SrEATNIING JOINT 1/16' O. 64E.AT.IING (T'TII1 STIDI4 WRAF. TE maim (NAT TO BOARD FORM BBC UP AFTER CONCRETE a/MS) USE 36-* 0x2 ie. NAILS EAO UAO 2-2X4 PLATES. NAL SI4tG TO EA PLATE (2)STD'•AJ6IY tT P'CEDMENT UNO ON SR HALL SCl•D ONTH.Ijc1J8 FOOTNG • 111 17000 WWII"' AB. 11Y 2')Q' x 3/.6' 5.Q STEEL PLATE UJANERS • 4 -0. O.G. (Div 3 SWEET A-I' EXCEPT A6 NOTED ON SEARIJALL SCHEDULE 1' rill E?'EED. (2)1/4 DAR • TOP V VERY. BAR • p• oc (DN. 3 SWEET A -I) V VERT. J -BAR • 6' oc (DN. 3 SWEET A -I) 4 NOW_ BAR • IVY cc 1'-6' OVERLAP (MIN) (Div. 3 SWEET A -I) 44 BAR •c2'oc -6' (Div. 3 SWEET A -I) TIGWJT! NE IMNI IIIIIS�IIII' 11 1- = IIIIII IIIIi � IJ IIIIIII ,III - III dlNl�?IINII_�III�II= HI1111� IIorolidll lillll llilll' tlili 4' PERP. PTY: DRAM II/FILTER N 24' GRAvEL BED (DIV. 2 SWEET A -I) (4) V BAR CONT. (DIv. 3 SEET 4 - I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR WARRIOR 03900.00000 - 24 I/2'1xb' AB. IL 2)Q'X3/O' S.Q STEEL PLATE WASWaER5 • 4' -0' O.C. (Div. 3 SEET A -I) EXCEPT AS NOTED ON Si-EAR UALL 6Q4EDULE 1' MMt EMBED. V Z -BARS • 24' oc 3� BEND OUT NTO SLAB Id' ✓ VERT. BAR • 10' oc (Div 3 SWEET A -I) ✓ HORZ. BAR •10'oc (DM. 3 SWEET A -I) 4 S VERT. J BAR • IP cc (DIv 3 SWEET A -I) VMORZ. BAR •WY I' -6' OVERLAP (MN) (DIv 3 SWEET A -I) 0 4 BAR • 12' oc L•2' -6' (DM. 3 SWEET A -U - TIG•ITLNE - 4' PETE FTYs. DRAM /OILIER NI (DIv. SWEET A - BED 14) V BAR COLT (DN. 3 SWEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER vAPOR BARINOR ti - -ADD BARS To MATCH REPFORCNG PER PLANS LNE OF EXCAVATION STEPPED FOUNDATION DETAIL 03aoa•oo0046 PER PLAN TYP. FLOOR FRAMNG PER PLAN (DIV. 6 SWEET A -I) BLOCKING OVER BEAM BEAM PER PLAN POST PER PLAN OVER NERVESTRAL GOIdT FOOTNG PER PLAN MAT POOTNG PER PLAN (V CONY. 44 BAR TTP RAM PRAMS - PLAN ROW 6 OWE A-u "TP EXTERIOR NALL CON5TRUClaW Plt PLAN !DN 6 bar A ,LOCATE SWEAndiG LW? • R 1 BOAIC LOCATE 6WEANINGs JON? • SEE FCGCAN l DETAIL) 5 CRIPPLE WALL o FOUNDATION 3/4 TYP FLOOR FRAMING PER PLAN (DIV 6 SWEET A -I) 1`'P EXTERIOR IJ4LL CONSTRICTION PER PLAN PIY 6 SWEET A -1) RIM BOARD A33 RAPEET TO FOOTING FOR PO6RIVE COIECTIOFI PER JURISDICTIONAL RECUIREMENTS. CR'PPLE WALL (DIV. 6 SWEET A -I) SEE FOUNDATION DETAILS) CRIPPLE WALL o FOUNDATION SCAB TOCETIER W( HALER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH 61DE 0010003300 -06_ 3 /4'=t -Or ._TJ TIP. EXTERIOR WALL CONSTRUCTION PER PLAN (D),' b SWEET A -I) TYP. FLOOR FRAMING PER PLAN (DIv. 6 SWEET A -I) SOLID BLOCKNG OVER SUPPORTS LOCATE 6(EATMNG JONT • CO•PION MEMBER RPM BOARD Ix3 I CPC SOFFIT VENT 1R' RESAUN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOIOATION DETAILS • e'er ♦' .40414.1 41604! 1'66110'1'M - ' L • FOUNDATION DETAIL 3/44=f-cr POST /FOOTING CONNECTION 3/4'4?-0r 0e100'0330410.._Ta 3/4'>et-0' VARIES FOUNDATION DETAIL 3/4'=10 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 03300'00000 -23 3/4'40 T.3 3/4' =1-O" SLAB 0 STEM WALL TYP DOEIROR 11ALJ. C0IETAICTTp4 PER PLANS (D(V 6 SWEET A -1. 4' CPC Ov9R 4' ROCK OVER VAPOR BARIRER R b ROC NRL,ATIOM MO TREATED PLATE OFFSET 3/4' SEE Fa/CATION DETAILS E' BUILDNG PAPER ROOMED Eta MEOW! vBEER TE TO FRAMING Ev 2 SQ FT. (DIv 4 Nest AI) MASONRY vB•ER 4 (� GEE POI}CATiON DETAILS FIJRRNG WALL C AIR SPACE VAPOR BARKER SEE FOINDATION DETAILS 0330040000 TYPICAL EXTBU7OR WALL CONSTRUCTION PER PLAN (DIY. b BEET A-I) r AIR SPACE CONT. FLAMING W11EEP MOLES • 4'-0' OZ. TREATED 1W SLL (Dfv. 6 NEST A -I) SEE Fa/CATION DETAILS 6' Mk v£RFT .1 GRADE WIMPS NOTE: THIS OPTION CAN NOT BE USED AT SEAR UTALL6. 04200 TYP FLOOR ;RAPING PER PLAN (DN, 6 SWEET A -I) TTP EXTERIOR WALL CONSTRICTION PER PLAN (Dlv 6 SWEET A -I) LOCATE SEAT•WNG JOINT • CO ?'ION MEMBER BLOCKNG OR JOIST • WALL RIM BOARD 08100.03300 -2L 0 ITaRWfTd�t�p ►�! 1 I/2 CLEAR T X g W CONSTRICT PER YP f .4N /ply b SWEET A -I) IO 4' CONC. SLAB OvER 4' GRAVEL BED (DIv. 3 SLEET A -I) TREATED MUD SILL (DIV 6 SWEET A -U HANSIER OPTION UU U 1 . FOUNDATION /FRAMING CONNECTION 3/4'4f-0' 4Z� TYP! row S set A-U NI OR BEARING NALL (DN. 6 bar A-U It?. ■ IC AB. • 4 -0' OC. (DIV 3 NWT A -V 61.AB ON GRADE PER PLAN :Div 3 SWAT A-I) VAPOR BARRIER CONT. SPREAD FTG. PER PLAN (Div 3 INLET A -I) • b' (2)1/4 BAR CON? (Div 3 SWEET A -U ExT DOOR ANO FRAME (Dv 6 NEET A -I) DOOR T IRE5HOLD FLA611NG AS READ (DIV 1 SWEET A -I) PERVE6TRAL FLASN11G 4' CO C. SLAB OYE R 4' GRAVEL BED (Div. 4 SWEET A -I) 2x12 TREATED TRES OLD TRM RIM JOIST TREATED MUD SILL (Div. 6 SWEET A -U '4 vERRt. RE -BAR FROM STEM WALL 51106 D INTO SLAB TYP FLOOR FRA(1NG PER PLAN. (DIV. 6 SWEET A -I) EXT. DOOR THRESHOLD DETAIL 3/4"21 -0' FILL WIDTH TREATED 1W SILL HANGER PER MFG TTP. FLOOR FRAI'ING PER PLAN (Div. 6 SHEET A -I) EXT. DOOR 1• FRAME (DIv S BEET A -I) DOOR THRESHOLD I .AS$1NG AS RIOD (DIv 1 SWEET A -I) NERVESTRAL FLAEMF G 4' CCNC. SLAB OVER 4' GROVEL BED (DIV 4 SWEET A -I) TREATED IW SILL (DM 6 SWEET A -I) I' AIRSPACE TIP. V VERY. RE-BAR FRONT STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4'40 oe1o0 ou.a6_TA TYP. FLOOR FRAM/6 PER PLAN (Div 6 SWEET A -I) TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DN. 6 SWEET A -I) TREATED 1'LD SILL SEE FOMCATION DETAILS POST IMO BEAM PER PLAN 21D00.- FRAMING /FOUNDATION CONNECTION 3/4'1110 00110.411300"4a_T.N L 00100.0e00.04 _TJ FOUNDATION DETAIL 3/4 "4-47 FOUNDATION DETAIL 3/4 EIRAI{NCa PARALLEL TO £TI=M WAL I TOP CF SLAB FRAMING PERPENDICULAR TO STEM WALL 4 'm t � , ,1, Ir l 4' 6' Q Y2'•lIW AB III 2'41 46 SII STEEL PLATE •660316 • 4'-0' OC (D(v 3 SETT A C4CLP'T 46 NOTED ON SIEARNALL. SdEDLLE T' PIN V NOM BAR 10' OL. T-6' COMER OV9RLAP • DM 3 SWEET A-1) V vERT. BAR SATE AS 511JB STEEL SP! (Div. 3 SWEET A-U TIGHTL E DAMI°PROOFW Ga (DN 1 SWEET A-U V STUD STEEL FRO - 1 FTC. • 16' OC. (DN. 3 *GET A -v 4' PERF. FTC. DRAN iIFILTER N 24' GRAVEL 6W (DTI.2 64EET A-I) SOLID SUBSTRATE (2) V BAR CQNT. (DM. 3 &EET A - If2'•x10' AB. 1{/ Y)Q'X3/16' SLL STEEL PLATE WLSI•E!!S • 4'•O• OL. (DN. 3 SWEET A -I) EXCEPT AA NOTED ON SFEARuALL SCHEME 1' M!1 EMBED. '2) 44 BAR • TOP ✓ YERRT. BAR • (2' cc (DM. 3 SWEET A -U V vERT. J-BAR • IY oc (Div. 3 S$T A -U V NORZ BAR • IO' oc 1'-6' OWNLAP (MN) (DN. 3 SWEET A -I) .4 BAR • 12' oc L.2' -6' (DRY 3 SWEET A -U TIGMTLNE 4' PETE. FT'G. FT' DRAIN U FILTER N 24' GRAM. BED. (DIV 2 SWEET A -I) (4) V BAR COLT. (D1v. 3 S14EET A - SOLID SUMMATE CANTILEVERED RETAINING WALL 3/4W-0' 08300. 00000.22 L)2•+xI0' A.B. W/ 2'X19(3016' 612 STEEL PLATE WIENERS • 4' -0' O.C. (Dlv. 3 SWEET A -I) EXCEPT AS NOTED ON SWEASSALL SCHEDU -E T' Litt Erma Z -BARS • 24' oc 3.1 BEND OUT NTO SLAB ✓ ART BAR •I0' (DIv. 3 SWEET A -V ✓ MORZ BAR • 0' oc (Div. 3 SWEET A -I) MN BOARD ?REAM 1W SILL 4 3 VERT. J-BAR • 3' oc (DIv. 3 SWEET A -I) V WORE BAR • 10' oc I' -6• OVERLAP (MM) (DIv. 3 SWEET A -I) •4 BAR •I2' -b' (DIv. 3 SWEET A-I) TIGMTLNE (4) V BAR CANT. (DIv. 3 SWEET A -U 41 SOLID SUBSTRATE 4' PERF. FIG. DRAM WALTER IN 24' C 4vEL BED. (DIV. 2 SWEET A -I) 0390040000 -20 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. 6 SWEET A -I) LOCATE 6WEATWNG JOINT • COii1GN MEMBER ,.nj11 TYP FLOOR PRA *43 PER PLAti 1t n role 6 SWEET A -I) Q N R P TREATED MUD SILL SEE FOUNDATION DETAL(S) TIT. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 61W A -I) LOCATE 6EATNI/G JOINT • COMMON MEMBER SOLID BLOCKNG • RIM JOIST • EXT. MALL PONT LOAD BEARING PER PLAN. tieCEIVED CITY OF ThKWIU1 FEB 2 8 2 SEE FOUNDATION DE CENTER TYP. FLOOR FRAM1P PER PLAN. (DIV. 6 914/ET A -I) FRAMING /FOUNDATION DE'TAI�. 3/4'441' ` i ;' , Oe1OO- O33004LT.11 NO19Nt4, ty 4 H !,-1 >1JTl.I,IH0 l It 1 111II :IP .k , \ (1 f FI L S '14. ,, u0,0.3a 1 y , Nu I t I tlib 15 A S I ANDAHU DE I AILS SHEE I PHEF'AIHEU FOH 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 © COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT I I Kappler Architects P 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 TITLE JOB NO.: W ■ SHEET D1 . \ ti r It) 0 U APA LATERAL RESTRAINT PANEL 3/8"rr-0 iu � ioP CF 5LABt $ 1 W T OP OF FTC FOU 3/4'=f0 tatE: 1646B994T SLAB MUST BE N PLACE PRIOR TO ISACKALLING NO INSULATION BETYEEN BASEPENT SLAB AND STEM WALL. 2' -0' , 8' I' -0' FOUNDATION DE 3/4 "4-0 2x N . .-tRamariestas . and. I/2 CLEAR r 2X4 TOP PLATE GARAGE DOOR _. (TWEE Ns% PLAT/ FOR 612E) NAL SIEATIOIG TO TOR UY b DIALS •3'CC• WALL LOC. WC ON SAN iIALL S IED 2 2x4 STtV6 -4 . 6WEAT1a46 1r Id NALS•3' EACH STUD UNO ON sat /ALL SG•ED NAL 6d NALS • 3' OC • ALL PLT6, ■ORS- . 'Are JJWO 04 SW kW . SC>IED 2 2.4 AT ANY SrEATNIING JOINT 1/16' O. 64E.AT.IING (T'TII1 STIDI4 WRAF. TE maim (NAT TO BOARD FORM BBC UP AFTER CONCRETE a/MS) USE 36-* 0x2 ie. NAILS EAO UAO 2-2X4 PLATES. NAL SI4tG TO EA PLATE (2)STD'•AJ6IY tT P'CEDMENT UNO ON SR HALL SCl•D ONTH.Ijc1J8 FOOTNG • 111 17000 WWII"' AB. 11Y 2')Q' x 3/.6' 5.Q STEEL PLATE UJANERS • 4 -0. O.G. (Div 3 SWEET A-I' EXCEPT A6 NOTED ON SEARIJALL SCHEDULE 1' rill E?'EED. (2)1/4 DAR • TOP V VERY. BAR • p• oc (DN. 3 SWEET A -I) V VERT. J -BAR • 6' oc (DN. 3 SWEET A -I) 4 NOW_ BAR • IVY cc 1'-6' OVERLAP (MIN) (Div. 3 SWEET A -I) 44 BAR •c2'oc -6' (Div. 3 SWEET A -I) TIGWJT! NE IMNI IIIIIS�IIII' 11 1- = IIIIII IIIIi � IJ IIIIIII ,III - III dlNl�?IINII_�III�II= HI1111� IIorolidll lillll llilll' tlili 4' PERP. PTY: DRAM II/FILTER N 24' GRAvEL BED (DIV. 2 SWEET A -I) (4) V BAR CONT. (DIv. 3 SEET 4 - I) SOLID SUBSTRATE 4' CONC. SLAB OVER 4' ROCK OVER VAPOR WARRIOR 03900.00000 - 24 I/2'1xb' AB. IL 2)Q'X3/O' S.Q STEEL PLATE WASWaER5 • 4' -0' O.C. (Div. 3 SEET A -I) EXCEPT AS NOTED ON Si-EAR UALL 6Q4EDULE 1' MMt EMBED. V Z -BARS • 24' oc 3� BEND OUT NTO SLAB Id' ✓ VERT. BAR • 10' oc (Div 3 SWEET A -I) ✓ HORZ. BAR •10'oc (DM. 3 SWEET A -I) 4 S VERT. J BAR • IP cc (DIv 3 SWEET A -I) VMORZ. BAR •WY I' -6' OVERLAP (MN) (DIv 3 SWEET A -I) 0 4 BAR • 12' oc L•2' -6' (DM. 3 SWEET A -U - TIG•ITLNE - 4' PETE FTYs. DRAM /OILIER NI (DIv. SWEET A - BED 14) V BAR COLT (DN. 3 SWEET A -I) SOLID SUBSTRATE 4' CONC. SLAB OvER 4' ROCK OVER vAPOR BARINOR ti - -ADD BARS To MATCH REPFORCNG PER PLANS LNE OF EXCAVATION STEPPED FOUNDATION DETAIL 03aoa•oo0046 PER PLAN TYP. FLOOR FRAMNG PER PLAN (DIV. 6 SWEET A -I) BLOCKING OVER BEAM BEAM PER PLAN POST PER PLAN OVER NERVESTRAL GOIdT FOOTNG PER PLAN MAT POOTNG PER PLAN (V CONY. 44 BAR TTP RAM PRAMS - PLAN ROW 6 OWE A-u "TP EXTERIOR NALL CON5TRUClaW Plt PLAN !DN 6 bar A ,LOCATE SWEAndiG LW? • R 1 BOAIC LOCATE 6WEANINGs JON? • SEE FCGCAN l DETAIL) 5 CRIPPLE WALL o FOUNDATION 3/4 TYP FLOOR FRAMING PER PLAN (DIV 6 SWEET A -I) 1`'P EXTERIOR IJ4LL CONSTRICTION PER PLAN PIY 6 SWEET A -1) RIM BOARD A33 RAPEET TO FOOTING FOR PO6RIVE COIECTIOFI PER JURISDICTIONAL RECUIREMENTS. CR'PPLE WALL (DIV. 6 SWEET A -I) SEE FOUNDATION DETAILS) CRIPPLE WALL o FOUNDATION SCAB TOCETIER W( HALER EA SIDE AT BEAM SPLICES USE 2x4 SCAB EACH 61DE 0010003300 -06_ 3 /4'=t -Or ._TJ TIP. EXTERIOR WALL CONSTRUCTION PER PLAN (D),' b SWEET A -I) TYP. FLOOR FRAMING PER PLAN (DIv. 6 SWEET A -I) SOLID BLOCKNG OVER SUPPORTS LOCATE 6(EATMNG JONT • CO•PION MEMBER RPM BOARD Ix3 I CPC SOFFIT VENT 1R' RESAUN PLYWOOD • SOFFIT TREATED MUD SILL SEE FOIOATION DETAILS • e'er ♦' .40414.1 41604! 1'66110'1'M - ' L • FOUNDATION DETAIL 3/44=f-cr POST /FOOTING CONNECTION 3/4'4?-0r 0e100'0330410.._Ta 3/4'>et-0' VARIES FOUNDATION DETAIL 3/4'=10 CANTILEVER FRM'G AT FOUNDATION FURRING DETAIL 03300'00000 -23 3/4'40 T.3 3/4' =1-O" SLAB 0 STEM WALL TYP DOEIROR 11ALJ. C0IETAICTTp4 PER PLANS (D(V 6 SWEET A -1. 4' CPC Ov9R 4' ROCK OVER VAPOR BARIRER R b ROC NRL,ATIOM MO TREATED PLATE OFFSET 3/4' SEE Fa/CATION DETAILS E' BUILDNG PAPER ROOMED Eta MEOW! vBEER TE TO FRAMING Ev 2 SQ FT. (DIv 4 Nest AI) MASONRY vB•ER 4 (� GEE POI}CATiON DETAILS FIJRRNG WALL C AIR SPACE VAPOR BARKER SEE FOINDATION DETAILS 0330040000 TYPICAL EXTBU7OR WALL CONSTRUCTION PER PLAN (DIY. b BEET A-I) r AIR SPACE CONT. FLAMING W11EEP MOLES • 4'-0' OZ. TREATED 1W SLL (Dfv. 6 NEST A -I) SEE Fa/CATION DETAILS 6' Mk v£RFT .1 GRADE WIMPS NOTE: THIS OPTION CAN NOT BE USED AT SEAR UTALL6. 04200 TYP FLOOR ;RAPING PER PLAN (DN, 6 SWEET A -I) TTP EXTERIOR WALL CONSTRICTION PER PLAN (Dlv 6 SWEET A -I) LOCATE SEAT•WNG JOINT • CO ?'ION MEMBER BLOCKNG OR JOIST • WALL RIM BOARD 08100.03300 -2L 0 ITaRWfTd�t�p ►�! 1 I/2 CLEAR T X g W CONSTRICT PER YP f .4N /ply b SWEET A -I) IO 4' CONC. SLAB OvER 4' GRAVEL BED (DIv. 3 SLEET A -I) TREATED MUD SILL (DIV 6 SWEET A -U HANSIER OPTION UU U 1 . FOUNDATION /FRAMING CONNECTION 3/4'4f-0' 4Z� TYP! row S set A-U NI OR BEARING NALL (DN. 6 bar A-U It?. ■ IC AB. • 4 -0' OC. (DIV 3 NWT A -V 61.AB ON GRADE PER PLAN :Div 3 SWAT A-I) VAPOR BARRIER CONT. SPREAD FTG. PER PLAN (Div 3 INLET A -I) • b' (2)1/4 BAR CON? (Div 3 SWEET A -U ExT DOOR ANO FRAME (Dv 6 NEET A -I) DOOR T IRE5HOLD FLA611NG AS READ (DIV 1 SWEET A -I) PERVE6TRAL FLASN11G 4' CO C. SLAB OYE R 4' GRAVEL BED (Div. 4 SWEET A -I) 2x12 TREATED TRES OLD TRM RIM JOIST TREATED MUD SILL (Div. 6 SWEET A -U '4 vERRt. RE -BAR FROM STEM WALL 51106 D INTO SLAB TYP FLOOR FRA(1NG PER PLAN. (DIV. 6 SWEET A -I) EXT. DOOR THRESHOLD DETAIL 3/4"21 -0' FILL WIDTH TREATED 1W SILL HANGER PER MFG TTP. FLOOR FRAI'ING PER PLAN (Div. 6 SHEET A -I) EXT. DOOR 1• FRAME (DIv S BEET A -I) DOOR THRESHOLD I .AS$1NG AS RIOD (DIv 1 SWEET A -I) NERVESTRAL FLAEMF G 4' CCNC. SLAB OVER 4' GROVEL BED (DIV 4 SWEET A -I) TREATED IW SILL (DM 6 SWEET A -I) I' AIRSPACE TIP. V VERY. RE-BAR FRONT STEM WALL STUBBED INTO SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4'40 oe1o0 ou.a6_TA TYP. FLOOR FRAM/6 PER PLAN (Div 6 SWEET A -I) TYP. EXTERIOR WALL CONSTRICTION PER PLAN (DN. 6 SWEET A -I) TREATED 1'LD SILL SEE FOMCATION DETAILS POST IMO BEAM PER PLAN 21D00.- FRAMING /FOUNDATION CONNECTION 3/4'1110 00110.411300"4a_T.N L 00100.0e00.04 _TJ FOUNDATION DETAIL 3/4 "4-47 FOUNDATION DETAIL 3/4 EIRAI{NCa PARALLEL TO £TI=M WAL I TOP CF SLAB FRAMING PERPENDICULAR TO STEM WALL 4 'm t � , ,1, Ir l 4' 6' Q Y2'•lIW AB III 2'41 46 SII STEEL PLATE •660316 • 4'-0' OC (D(v 3 SETT A C4CLP'T 46 NOTED ON SIEARNALL. SdEDLLE T' PIN V NOM BAR 10' OL. T-6' COMER OV9RLAP • DM 3 SWEET A-1) V vERT. BAR SATE AS 511JB STEEL SP! (Div. 3 SWEET A-U TIGHTL E DAMI°PROOFW Ga (DN 1 SWEET A-U V STUD STEEL FRO - 1 FTC. • 16' OC. (DN. 3 *GET A -v 4' PERF. FTC. DRAN iIFILTER N 24' GRAVEL 6W (DTI.2 64EET A-I) SOLID SUBSTRATE (2) V BAR CQNT. (DM. 3 &EET A - If2'•x10' AB. 1{/ Y)Q'X3/16' SLL STEEL PLATE WLSI•E!!S • 4'•O• OL. (DN. 3 SWEET A -I) EXCEPT AA NOTED ON SFEARuALL SCHEME 1' M!1 EMBED. '2) 44 BAR • TOP ✓ YERRT. BAR • (2' cc (DM. 3 SWEET A -U V vERT. J-BAR • IY oc (Div. 3 S$T A -U V NORZ BAR • IO' oc 1'-6' OWNLAP (MN) (DN. 3 SWEET A -I) .4 BAR • 12' oc L.2' -6' (DRY 3 SWEET A -U TIGMTLNE 4' PETE. FT'G. FT' DRAIN U FILTER N 24' GRAM. BED. (DIV 2 SWEET A -I) (4) V BAR COLT. (D1v. 3 S14EET A - SOLID SUMMATE CANTILEVERED RETAINING WALL 3/4W-0' 08300. 00000.22 L)2•+xI0' A.B. W/ 2'X19(3016' 612 STEEL PLATE WIENERS • 4' -0' O.C. (Dlv. 3 SWEET A -I) EXCEPT AS NOTED ON SWEASSALL SCHEDU -E T' Litt Erma Z -BARS • 24' oc 3.1 BEND OUT NTO SLAB ✓ ART BAR •I0' (DIv. 3 SWEET A -V ✓ MORZ BAR • 0' oc (Div. 3 SWEET A -I) MN BOARD ?REAM 1W SILL 4 3 VERT. J-BAR • 3' oc (DIv. 3 SWEET A -I) V WORE BAR • 10' oc I' -6• OVERLAP (MM) (DIv. 3 SWEET A -I) •4 BAR •I2' -b' (DIv. 3 SWEET A-I) TIGMTLNE (4) V BAR CANT. (DIv. 3 SWEET A -U 41 SOLID SUBSTRATE 4' PERF. FIG. DRAM WALTER IN 24' C 4vEL BED. (DIV. 2 SWEET A -I) 0390040000 -20 TYP. EXTERIOR WALL CONSTRUCTION. PER PLAN (DIv. 6 SWEET A -I) LOCATE 6WEATWNG JOINT • COii1GN MEMBER ,.nj11 TYP FLOOR PRA *43 PER PLAti 1t n role 6 SWEET A -I) Q N R P TREATED MUD SILL SEE FOUNDATION DETAL(S) TIT. EXTERIOR WALL CONSTRUCTION PER PLAN (Div. 6 61W A -I) LOCATE 6EATNI/G JOINT • COMMON MEMBER SOLID BLOCKNG • RIM JOIST • EXT. MALL PONT LOAD BEARING PER PLAN. tieCEIVED CITY OF ThKWIU1 FEB 2 8 2 SEE FOUNDATION DE CENTER TYP. FLOOR FRAM1P PER PLAN. (DIV. 6 914/ET A -I) FRAMING /FOUNDATION DE'TAI�. 3/4'441' ` i ;' , Oe1OO- O33004LT.11 { Hsa' r ti Y to Q U r • -n. - -. -. 2. PcKY 11.ALL 4x DEA -1 SIZE TO IttEDNCE 1.AJ'eER CF 10.5 -5 • : STOtl+ COND OR 049.1 P05T5 EXr 4' ti ; -FINN SOAR 2X4 EA S DE 4 24' M 8 -O' ! 1AX CAW �� 2. (2' GREATEs? DEPT64 THAN JETS) FNJ�. LANDSCAPE GRADE TOP OF PIER F_JJ5H4 J3THr FFL SUd GRADE. 3' EIELOL) ,o1wpm FNIS+4I LANDSCAPING • 2' MIN eeLOU GRADE 3/4W -O" TYP. DECK CROSS SECTION r ETE RA, 6641314 P11443•010 DECK *ea. a GRAD 2x2 • b 4' OC ; OUR DIST ISTUN NOT TO ExCEED 4' SOLD ISLOGCNG O ER SUPPOIRTS 5/4 x 4 7K CO* DOCG ATTACH LEDGER w- 3 PIOUS CF 2' LAG BOLTS AT b' oc TYP T:' FLOOR FRArWING PER PLAN ON SOLID 5UDATiRATE A f FRAME OVER WALL DETAIL 3/4'4f -O' SECTION 0 BEAM 3/4'=r -0' SKYLIGHT FLARE WELL DETAIL 1I 11 1 11 8114 t HEADROOM MN 6' -8', UDTH Mit 3'40• PER 2. i606.13 I' MN DEPTH RISERS 6' MAK HEIGHT 3. HANDRAIL MN 34' TO MAX 3U' ABOVE TREAD 14Cet 14ANDRA1L I V!' MK TO 2' MAX. CR066 SECTION DPBNSION I r VI' MN CLEAR FROM WILL, RETURN RAIL ENDS PER UDC SEC WAS 3/4'4-0' IMPEL . EX1f8C 6' 4141804 BO DAY' ILL OR T - MOVE SLAW NW- TYPICAL ROOF C 11 3" Mk r CLR FOR ISM* 2X BLOO I.G dew ; 3) J NY • HOLES Y SQ ®4 V I VEE ELEVAT1aJ ExPOSEC TRJ.56 TAE TYP GUT FA6CJA PER ELEVATION (?YP D(TEMOR uJALL CQSTRICTION) b FLAK, (DJv 1 64EET Al) TRW DEL OR GIRDER TR (PER PLAN) ('YP; Roc; CONSTRICnON FRAMM PER PLAN NI • 48 OL AT ajTSIDE FACE OF WALL MR 2' P CLR FOR VT3NTELAT104 ELOCKPG BEAM PER PLAN RAF TERS PER PLAN 2x BLOCKING 2x6 CURB TYP. AUD G. • CEILNG ROOF FRNMNG PER PLAN WALL STUDS BEYOND 1 5/8' TYPE 'X' GAB. A6 REQUIRED SEE NOTES BELOW 2x KICKER PLATE 0610007300-1b SKYLIGHT, SIZE PER PLAN. PROVIDE FLASHING AS RECa1 ENDED BY P FG 2x4 • ROOF MD FRAMNG PIERCERS TYP. 07800 - 00100.01 MIL JOT. MOCK AS NEEDED R i SEE AN Ri I + - NEE PLAN FOR TYP. RISE • N DIMENSIONS 3/4' PLYWOOD RISER I 118' HARDBOARD TREAD WITH EASED NOSING 3 2x STRINGERS TYP. UNO. CENTER STRINGER MN WI 2 - 2x4 STRO 43 BACK TYP. NAIL WALL STRINGERS 11,1/ (2) Isd TO LOLL STIVS 4. NOTALL FIRE CLOCKING • STRINGERS TOP J BOTTOM I ADJACENT w14LL(6) PER UDC COVER U Z b. C SABLE SPACE UDDER STAIR WITH ING A MA 6. NTERME GAUD. USE 2 LAYERS • DI S ATE BALUSTERS 1144,4LL IE SPACED 4' APART NET OPENING PER UDC OEG 5093 STAIR SECTION DETAIL 1 f1 EAVE DETAIL 3/4•=1 -O• ( , ) � t 1 r1 ■ !,( 3/4'4 -0 �. OVERHANG PER PLAN GABLE END DETAIL GABLE END DETAIL TYPICAL ROUE CONSTRICTION TRIM PER ELEVATION BARGE BOARD PER ELEVATION 2X4 BACKER FOR BARGE - NAIL NFU SKIP 61EATNNG WITL1 16d • OC. TYP. 2x4 OUTRIGGERS • 4' O.G. WITH 2X2 BETUEEN FOR TRIM TYP. EXTERIOR WALL CONSTRUCTION TYPICAL ROOF CONSTRJCTION TRIM PER ELEVATIONS B.AK* TYP. SEE ELEVATION 2X4 BACKER FOR BARGE - NAIL TAM SHEATH,* WITH IM • OZ. TYP. 2x4 OUTRIGGERS • 4' or. MTH 2x2 DETWEEN FOR TRIM _J DLOCKNG AT CEILING LSE 2x4 LEDGER • NT. CEILM LIVE (TYP. EXTERIOR WALL CONSTRUCTION) BALLOON FRAME GABLE END WALL osi000soo EAVE DETAIL EAVE DETAIL 3/4' =T-0' EAVE DETAIL 3/4'4-0' PER PLAN EAVE ETAI 3/4'4T -O' TYPICAL ROOF CCNSTIHJCT1O4 2X8 BLOCKING TYP. EXPOSED RAFTER TAIL, TYP. GUTTER FAWIA PER ELEVATION 111'. EXTERIOR WALL COTATRLCTION 0e10007300 -01 1 0910007800-02 0e100- 0»00-03 2' MN. CLR FOR VENTING HI • 48' OC. AT OUTSIDE FACE CF WALL I)Np ON SHEAR WALL SCHEDULE 22X BL 3)2'• 1`1�}�`utC 1 1 RECEIVED CITY OF TUKWILA B 2 8 . 2000 • . JON c p 4G 06100-07300.04 PERMIT CENTER 4 • 4 �.r tt Vi a� 2 ?YIP . cOMPISCTEN ark RMAL► BLEAT•+ POI eCeouE BOTTOM RATE Willa PER S EA NWI L SO4CALE TJI e<ACF.MG TTP. Li FLOCK CGOSIACTION SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 vvrocleno e SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4•*f-0r . PARE eoTTrai PUAT! mu* RR MUM/L. e0e7LLE PAM EDGE • FOLD kalUIG PsR ec►exLE to BuooaG T P UI FLOOR CQiTRLTICN TrP. WALL CAOTRIC.TION Rani WALL S1EAl G PER 901!C•LE BOTTOM PLATE NALING PER S1EA MALL SOEDLLE PATE. EDGE I FIELD NALNG PER SCHEDULE TJI FLOOR JOISTS PEA PLAN ALIGN TJI FLOOR JOIST a WALL TOP PER �S►EARLIALL SCHEDULE TYP. TJI FLOOR C:ONSTRICTIGN TTP. WALL CONSTRICTION UT1i WALL SHEATHING PER SC,►EDILE SHEAR WALL PARALLEL TO FLOOR JOISTS 3 /4•=f-0' NAIL ROC* S►EATHHNG THIS AREA WITH 10d•6' 10d•iroc.FIELD KOOK ALL EDGES IC d • 6' or. PLYWOOD TO BLOCKING BOTTOM PLATE NALNG PER SEEARIUALL SCNEDLLE PANEL EDGE I FIELD NAILING PER SCHEDULE TJR BLOGXNG BLOCK ALL EDGES PANEL EDGE t FELD NAILING PER SCHEDULE TOP PLATE NALPG PER e1EA1RIJALL SCHEDULE TYP. WALL caieTRRRUC:TION Luiw WALL e$6ATHING PER SCEDU L E SHEAR WALL PERPENDICULAR TO FLOOR JOIST- OFFSET CONDITION 3✓4•af -O' NAL FLOOR S$ ATHNG THIS AREA WIN 10 d• 6' ed. EDGES 10 d • 10' =FELD BLOCK ALL EDGES BOTTOM PLATE NAILING PEA SIEARUALL SCHEDULE STANDARD SHEAR DETAILS & SCHEDULE PANEL EDGE 1 FEW NAILING PER SCAEDILE TJI BOOR JOR6TS PEA PLANT - TJI MOCKING • ALL PANEL EDGES PANEL EDGE I FIELD NAILING PER SCIMDLLE TOP PLATE NAIL NG PER e1EAALIILI BCEEDULE T1'P. WALL coNSTRlcT10N U1H WALL eNEATN1G PER SCHEME v07o.0ev0.w EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/4 EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 3/4'=?-0' CANTILEVERED FLOOR JOIST SHEAR WALL PARALLEL TO FLOOR JOIST- OFFSET CONDITION 3 1 o7+aoe17 o-10 3/4"4-0 SHEAR WALL HOLDOWN ti TOP RA$ *sue PER S SCERRaaE O Onol RATE NAS.MG P!R 6E.Mi1►i S■Ep1LE ✓ d • 6' AA PLTRp tp WIN JOIST PAN& EDGE I FIELD NAAJPG PER eCaEDIULE YTP. EXMOOR WALL caWslwJCnW W S.L. A 01EATISG PER SGLEINLE iv i• !LOCK CC ielmcTioM ha PANG EDGE BL000MG TYP. WALL CONSTRICTION WITH SL4LL MEANING PER ScHS DLLE TTP. TJI FLOOR CONSTRICTION PANE. EDGE I FELD NAILING PER BGEEDULE TOP PLATE HALING PER SEAWALL 5OEDU.E TTP. taLL CON81 JCTICN UTW WALL BHEATWNG PER SCHEDULE 17070- 0e170-01 BOTTOM PLATE FLAILING PER 8+EARLIALL SCHEDULE b d NAIL • 6' oc PLYlI . TO RI's JOIST d NAL • 6' as PLYRID. TO TJI EL0001G 17o70oe170.1I SHEAR WALL PERPENDICULAR TO FLOOR JOISTS o FOUNDATION 3/4 17070■0830o-01 SHEAR WALL PARALLEL TO FLOOR JOISTS o FOUNDATION 3/4540 O !� TYPICAL SALL GONINIOCT10E IRFRI Mu. MEANING PER SCOWL& Tyr. U FLOOR CQO1*CT10• B OTTOM RATE ►ALMS PER S1EARBALL SCex&1 TQ PLATE 'AMONG PER NENIIWALL SCEL0LE ANCNC R BOLT Pet SCEWLE SEE A/Cii DETA&A FOR FQMCATKII CCNDRTICSE TYPICAL WALL CCFOTRUCT10N 11F114 WALL SHEATHING PER SCHEDULE TYP- TJI FLOOR CQOIRICTCN B OTTOM PLATE NALNG PER 51EAINWALL Va u F P SEE.U�aI1ALL�6GHEDULE ANCHOR DOLT PER SCHEDULE SEE ARCH. DETAILS FOR FOLICA11O1 CaCITICN8 TYP. TJI BOOR CONSTRICTION TYP. EXTERIOR KOLL CONSTRUCTION WTH WILL WEANING PER SCHEDLLE BOTTOM PLATE NAILING PER SCOWL. SCH ED LE TOP PLATE NAILING PM %CARNAL . SCHEEULE CRIPPLE WALL (DIK 6) SHEATH C:IRRPPLE WALL SANE AS 81EARNAL. ABOVE SEE ARCH. DETAILS FOR FOUNDATION CAICRIO S SHEAR WALL o CRIPPLE WALL 3/4.1-0! 17070.0830e.0 CRIFY.LE WALL (DIN. 6) SHEATHING PER SCHEDULE PANEL EDGE • RED NAILING PER SCHEDULE ANCHOR BOLT PER 66E41IWII SCHEDULE (2) 8 4 DAR CANT (DIV. 3) J SHEAR WALL 0 CRIPPLE WALL. - INTERIOR NOTE ALL NIORMATION ON N $ T 16 NOT WICEMORILY INCOR.MTIM !HTO MV,ECT. COORDINATE IMTN PLANO. C1 IN 0I- I0 1 D MAR 2g '8101 RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER r 11$ ...,.I. No.; SHEET Si TJI JOIST DETAILS N • 3/4'=10 PEA PLAN ac lEAR ,. SOEDLLE DQeLE StD 180 ol.:'E PALPG PER SWARM IIi SpEpiE TA ELOCK G BEAM °ER HOLDOWN STRAP AT CRAWL SPACE 3/4'=1 -O' rf= ua_ GONSTTdiC T :ON J t+ALL SHE4 ■+rG PER 3C+ED'LE DOUBLE STUD DOUBLE JOIST OR BEAM PER PLAN HOLDOWN STRAP AT FLOORS BOTTOM PLATE NAILN FER SHE4RDALL SGfDULE BLOCKNG AND FILLER BLOCK S /7070-0e170-29 16d•6' 2,4 FLAT BLOCKNG NAL STRAP LW 8d COrlION • 8' Oc. SIMP°ON C516 STRAP v18 LONG, LAP 4' ONTO WALL OR BEAN! AND NAIL OATH 8d COM`ICN • 4' Oc DRAG STRUT CONNECTION 3/4'=1-0' 51E4TI4ING AND NAILING PER SHEARWALL SCI-EDULE 2X6 BLOCKNG ROCF SHEATHING AND NAILING PER PLAN AND 514E4RIUALL SCHEDULE , 2x4 LEDGER (2)16 d EACH STUD (2)16 d EACH BLOCK UPPER WALL LOWER TO LC_w CONNECTION 3/4':1.0' STANDARD SHEAR DETAILS & SCHEDULE I 4' -0' NTS '7070.06176.31 70o0-0e100 -30 1 INTERIOR SHEARWALL TO ROOF COND. 3/4'4 -O' T7000-0000-08 PLYWOOD ROOF CONDITION 3/4'=1 -0' SHEAR WALL o GABLE END 3/4'4.0' OVERHANG PER PLAN i1 Ii NOTE: USE OSES ON ROOF TIM* FOR PLAN PER lriMul L 3OEDILE sd 'C MATO. S•EAR —.. %ALNG MAW 2x2 rt'".. aid TO MATO. 5 EARi& NALIG CAI INTO TOP P1.A'E PANEL EDGE I PIEL NM. , G PER SCH4EDL,LE WA.. 5r€A HIND PER SCuEnLE (2)164 8 d NAIL • 4' cc • EA OUTRIGGER 8 d NAIL • 6' oc. TO TOP CHORD 4 BLOCKING 2x BARGE I Ix3 TRIM 2x4 BACKER FOR BARGE. NAIL THROUG►■ SKIP SHEATHNG WITH Ibd 2x4 OUTRIGGERS • 4' OC. WITH JOIST HANGER • TRUSS GABLE END MISS A35 CLIP PER SHEARIUTALL SCHEDULE TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE (2) 16 d 8 d NAIL • 4' oc. • EA OUTRIGGER 8 d NAIL • 6' oz. TO TOP PLATES 1 BLOCKING 2X4 OUTRIGGERS • 4 OC. WITH JOIST HANGER • TRUSS TYPICAL ROOF CONSTRUCTION TYP EXTERIOR WALL CONSTRICTION YU WALL SHEATHMNG PER SCHEDULE 1 troop- oeloaie 17000-0e1oo -19 1 3/4'4 HOLDOWN STRAP o FLOORS 3/4'=f-0" SHEAR WALL o EAVE 3/4•$f • WORM* AT EAc.+ map 00 ^0' o' 1:E NALPG PER SrEAls.4- STRAP PER PLAN S•EAa sd.► SC ED∎LE T-W' TP RSTRAIG L$_ RP+ DOME PAWL EDGE I FIELD NALKs PER SCHEDULE Tn. ExTERJOR 14_ a•ST•iJC 4. V 1AL- S€AT':WIG PER Y.-Waif TrF TA FLOOR COKSTRJCT■ON TYPICAL ROOF CONSTRUCTION 425 • 48' oc. (3) 8 d TOENAIL. • TRUSS L5030 • 48' oz. BLOCKING TO TOP PLATE 8d•6'oc.•BLOCKW4 DLOCKNG PER ARCH DETAILS SEE ELEvATION TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATI• PER SCHEDULE PLYWOOD ROOF CONDITION NOTE: ALL INFORMATION dN THIS 5FIEET IS `•OT NECESSARILY INCORPORATED INTO PROJECT. COORDINATE u 1;4 PLANE. t7c o- oer7 -m 1 1425 TIE • EA TRUSS LS30 • 48' oc. 8 d • 6' oc. • DLOCKNG EILOCKNG PER ARCH. DETAILS r ;��v TIP. EXTERIOR WALL CONSTRUCTION WITH UAALL 6HEATHING PER SCHEDULE RECEIVED CITY OF TUKWILA FEB 2 8 2000 PERMIT CENTER 4 Z > CC j00 = o3a t -Z Q Q w W 0 JQ CI. , w ~ Cl) v w zw 1z 0a Ow LL > d uJ CC u) 0L., CC W < Q CL 0 3 ~ w Q_ w � Z ~ w Z ) 0 - UJ 0 0cc CC Z 01-0 Z (/j I- Z QQ Z� c t C�0�0 Z < uJ w W Z :c<LD EX: c/S' v Zi.) 1 " cZt Q g I— cD 0D a) 0C 0 C U) 5 _ a) U) CO 0 N CO L9 LQ LU'� N TITLE JOB NO. SHEET S2 r JOIST DETAILS p co C■ CV • (V • • rl LOWER SHEAR WALLS FOUNDATION SHEAR WALLS I SYMBOLS & LEGEND r PANT LOAD MOM 4150.7E PONT LOAC MCP-1 48C'vE IW LOADING 6 PONT LOAD TRANSFER G DOW PPPPPP�` POINT LOAD TRAteSPEMNG 001184 to. LOAOir NANGER POINT LOAD TRANSFERE,O BI KICKER gyp: �� `7" HOLD DOW. UIT4 6-ZE DE64GNATICN 4 / 4 VER:.c&L STR.1P c A TiI 5IZE DESI NATIGN TO BE -ISM ON FLOOR BELOW 5Tx< •4ORIZONTAL STR,4F ILITi4 SIZE LIESK3NATIO►: 1a NDiCATE3 BEAM CA.CuLATION WTI; incExEr rLt13ER Ex OF 5 4EAR WALL Ti PE . S4-EAR WALL - - = WAIL 4,801'>_ ! AU. BELOl' • • ' Ti .1 on•1E'R6118E .6c—ED ENG04EE RA•4G AND G4.L.G.1LA•ioN8 ARE NC' - .IDED M T[•E5E DRAWINGS SOLID DLOCK1N3 UNDER QI'EAR94ii.L ADOVE - TYP. D MAIN FLOOR SHEAR WALLS i SHEAR NOTES - ■C'TE4 j?ESIGN CR1 TER I A 1 EEE CAL- O -AT -IONS FC4P DESIGN CR'TERIa L ALL 5'4 .- 4LLS 544014!• ON TtE FLOOR PLAN ARE FOR WALLS , ON 1 1445,T LEvEL_ t ^'PICALLY 5140 LJ1 ° ADEDi 2. ANCNORAGE 15 FOR 54EARLAALLS(PAt ELS) ONLY. ILNERI t" PORTIONS R A v TIONS OF WALLS FE 'T DESIGNATED AS 3.4EAR PANELS. NAILS MAY DE SPACED • In' OCfT -M) PER TABLE 23 -I -C i= :3. i:11 -+ERE c Tic cF WALLS ARE NOT DESIGNATEL AS 5 -AR o1PIEL8 TI-IEN SHEAR ^ETAILS DO NOT APP,_♦ ! FJLLCUJr 1 12,, UBC REathREMENT5 4. PRC'✓IDE Ti UD STIR 5 AT ALL -y D DOt;N LOCATIONS: ,,3. SEE MANIFACTt1RER5 REGIJIIkE •TENTS AND DETAILS FOR FACE, TYPE ;. OF I- CW.01N STRAP ANC CONNECTOR FOR PROPER INSTALLATION •; 6 - ALL °L'r OR 5'1'1P S44EARU;ALLS 5«4ALL BE APPL ED I4ORIZONTALLY OR F_R4'TICALLI ON STUDS. EDGES S1-,ALL BE STAGGERED AT CENTER OF STUDS ANC BLOCKED PER SC44EDULE. 1 DO NOT OVERDRIVE NAIL5 INTO SWEATNIAIG • e STAPLES OR SCREWS ARE NCT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 544E,4R UTALL PANELS LNLE55 PRE - AP°ROvED S TI4E BUILDING OFFIC,AL ROOF 4 FLOOR 5iEATI -PING L RO: 5. '/16 OSE APA RATED S4- 4EATI41NG (24 /E) LAY UP 5 MININAI-t 1/8' CLEAR EET1iEE" PANELS TO ALLOW FOR EXPANSION. NA 'LNG 5«4ALL BE 6'd AT 6' cc AT PANEL EDsE� AND 12' oc AT iNTERMEDIATE SUPPORTS 'P:7',1DE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES ALLOWABLE DIAP SLIEAR.184xD32.142pcf 2 FLOOR S4-4E.;TNING: 3/4' CD, T4G APA RATED PL1 u1G0r. , 46.74' NAILED ANC GLUED. ADNES 5$-IALL GC)Nr -OFS''1 TO APA SPECIFICA1' ON AFG ,D; PPO'✓IDE T4G EDGES AT LONG FAME_ EDGES. NA;Liiv'."s S4-4ALL BE 0,-.) AT 6' cc AT PANEL EDGES AND I©' .cc •A INTERMEC!ATE SUPPORTS. ALLOWABLE DIAPHRA,^71 5 ES: t Tipsf 3. PLI 1100: :ALL BE LAC • Si! PACE GfwIN PERPENCIC.:LAR TO 5 AND END 6NEARWALL DENGNAT1ONS rip. • 6I•EARLUALL DEeK4N4TRON6 2D2.000-- !L 1}9-6 PI -61 • - 7 T4!! • eR-EAI111111•u.L OSSIGNATICING ?1"P. • SNEA W.14L OEbK4NATIONS UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED"- CALCULATIONS ("7r p. • Iy— • RECEIVED CITY OF TUKWILA FEB 28 2000 PERMIT CENTER p CO cD 0) 0) ETU o NO : 9909022 1997 U BC 99090.22 r. , i. 'N)I•, SHEARWALL SCHEDULE Mu �11t�N P)(33 III 11,14 VNX0O1G 3 611UH ury " 1Ivi - T 014 rt 11 dCl C. OProcrrg iicor i'1 1 1:•111WN la d01 01 9 at V14 4..711012 il - G1-4 C.2 G2-4 P-6A Pia P -4 PI -3 PI -310 \ P -. l2' WS CIE SIDE OR 5/3' GAB C E `CE 5d COOLE FOR .7' T 4 1 4 6 • 4 3 2 4 3 4 ►' '► r ♦ I U D CI p p p Zy cp I TES TES TES YES YES TES TES YES YES YES TE5 140 S/8' • 48' 513' • 48' ' 5/8 • A8' 518' • A8' 5,8" • 48' e • • 4e, 518' • 32' 543' • 24' 5 • 16' 513' • IS' 5/8' • C' 5/8' • 48' - I n J� fib d d 6d • E' Ad • 0' 16d • 8' If d • 6' 6d • 5• Ibd • `, 6d • 4' • 14d • 3' (2) ROSS 16d • 4' (2) ROOS 16d • 3' 16d • 5' - 16d • U' i6-1 • O' Ibd • 6 16d • 5' 64 • 5• 16C • 5' 16d 04' 16d • 3' (2) RDUb i6d • 4 STA /..EREL' DR3L RI/ (2) ROLLS I6d • 3' STAGGERED Dm_ ea'! 16C • 5' !r" GOB TWp StDl:S OR 5 8' GIIC Tub &C'E5 6d COOLER •cR 5/8' 146' 0515 O E `jCE —115E :K STUDS PANEL EDGE? - � - USE 3x STUDS • 8d ott10N 135' DIA P2-4 P2 -3 1/16' 0.55 MO SCES STAGCfR SIEAT1.411G JOINTS IV( 2) STUDS • PANEL EDGE-13 U :4 -4 t'ER *re:1+.415FR NARD80•RC, 3' D'4 OR EGLAL Ica:: SEFOR' 1P co C■ CV • (V • • rl LOWER SHEAR WALLS FOUNDATION SHEAR WALLS I SYMBOLS & LEGEND r PANT LOAD MOM 4150.7E PONT LOAC MCP-1 48C'vE IW LOADING 6 PONT LOAD TRANSFER G DOW PPPPPP�` POINT LOAD TRAteSPEMNG 001184 to. LOAOir NANGER POINT LOAD TRANSFERE,O BI KICKER gyp: �� `7" HOLD DOW. UIT4 6-ZE DE64GNATICN 4 / 4 VER:.c&L STR.1P c A TiI 5IZE DESI NATIGN TO BE -ISM ON FLOOR BELOW 5Tx< •4ORIZONTAL STR,4F ILITi4 SIZE LIESK3NATIO►: 1a NDiCATE3 BEAM CA.CuLATION WTI; incExEr rLt13ER Ex OF 5 4EAR WALL Ti PE . S4-EAR WALL - - = WAIL 4,801'>_ ! AU. BELOl' • • ' Ti .1 on•1E'R6118E .6c—ED ENG04EE RA•4G AND G4.L.G.1LA•ioN8 ARE NC' - .IDED M T[•E5E DRAWINGS SOLID DLOCK1N3 UNDER QI'EAR94ii.L ADOVE - TYP. D MAIN FLOOR SHEAR WALLS i SHEAR NOTES - ■C'TE4 j?ESIGN CR1 TER I A 1 EEE CAL- O -AT -IONS FC4P DESIGN CR'TERIa L ALL 5'4 .- 4LLS 544014!• ON TtE FLOOR PLAN ARE FOR WALLS , ON 1 1445,T LEvEL_ t ^'PICALLY 5140 LJ1 ° ADEDi 2. ANCNORAGE 15 FOR 54EARLAALLS(PAt ELS) ONLY. ILNERI t" PORTIONS R A v TIONS OF WALLS FE 'T DESIGNATED AS 3.4EAR PANELS. NAILS MAY DE SPACED • In' OCfT -M) PER TABLE 23 -I -C i= :3. i:11 -+ERE c Tic cF WALLS ARE NOT DESIGNATEL AS 5 -AR o1PIEL8 TI-IEN SHEAR ^ETAILS DO NOT APP,_♦ ! FJLLCUJr 1 12,, UBC REathREMENT5 4. PRC'✓IDE Ti UD STIR 5 AT ALL -y D DOt;N LOCATIONS: ,,3. SEE MANIFACTt1RER5 REGIJIIkE •TENTS AND DETAILS FOR FACE, TYPE ;. OF I- CW.01N STRAP ANC CONNECTOR FOR PROPER INSTALLATION •; 6 - ALL °L'r OR 5'1'1P S44EARU;ALLS 5«4ALL BE APPL ED I4ORIZONTALLY OR F_R4'TICALLI ON STUDS. EDGES S1-,ALL BE STAGGERED AT CENTER OF STUDS ANC BLOCKED PER SC44EDULE. 1 DO NOT OVERDRIVE NAIL5 INTO SWEATNIAIG • e STAPLES OR SCREWS ARE NCT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED 544E,4R UTALL PANELS LNLE55 PRE - AP°ROvED S TI4E BUILDING OFFIC,AL ROOF 4 FLOOR 5iEATI -PING L RO: 5. '/16 OSE APA RATED S4- 4EATI41NG (24 /E) LAY UP 5 MININAI-t 1/8' CLEAR EET1iEE" PANELS TO ALLOW FOR EXPANSION. NA 'LNG 5«4ALL BE 6'd AT 6' cc AT PANEL EDsE� AND 12' oc AT iNTERMEDIATE SUPPORTS 'P:7',1DE EDGE CLIPS • 24' O.C. • ALL UNSUPPORTED EDGES ALLOWABLE DIAP SLIEAR.184xD32.142pcf 2 FLOOR S4-4E.;TNING: 3/4' CD, T4G APA RATED PL1 u1G0r. , 46.74' NAILED ANC GLUED. ADNES 5$-IALL GC)Nr -OFS''1 TO APA SPECIFICA1' ON AFG ,D; PPO'✓IDE T4G EDGES AT LONG FAME_ EDGES. NA;Liiv'."s S4-4ALL BE 0,-.) AT 6' cc AT PANEL EDGES AND I©' .cc •A INTERMEC!ATE SUPPORTS. ALLOWABLE DIAPHRA,^71 5 ES: t Tipsf 3. PLI 1100: :ALL BE LAC • Si! PACE GfwIN PERPENCIC.:LAR TO 5 AND END 6NEARWALL DENGNAT1ONS rip. • 6I•EARLUALL DEeK4N4TRON6 2D2.000-- !L 1}9-6 PI -61 • - 7 T4!! • eR-EAI111111•u.L OSSIGNATICING ?1"P. • SNEA W.14L OEbK4NATIONS UPPER FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED"- CALCULATIONS ("7r p. • Iy— • RECEIVED CITY OF TUKWILA FEB 28 2000 PERMIT CENTER p CO cD 0) 0) ETU o NO : 9909022 1997 U BC 99090.22 r. , i. 'N)I•,