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01020005 Structural & Plans l �3 SI J � H �1soN Res . 4 T-D-1-Di �� l ,� 1�31oi RLQ. STRUCTURFIL _ G.D 81312001 Constating Engineers Inc. f ` r,3. Pho- (408)559-0340 BEAM: @ ROOF Span = 10.50' Left Cantilever=0.00' Right Cantilever= 0.00' LOADS: Type Name X(') Load(psf) TW1(') TL(') TW2(') Red W ROOF 000 3200 9 50 10.50 9.50 1.00 REACTIONS: @X=0,00' R=-159600# @X=1050' R=-1596.001! STATIC VALUES AND DEFLECTIONS: xl') OL(g) QR1#) r4C#) Y(..) c GO 000 1596 00 0 00 000 jt 25 000 000 4189 50 51 96 . 10 50 -159600 000 000 0.00 Q max= 1596.00# M max=4189.50'# Y max=51.96",for E=1.6E6, I= 1 PROPOSED SECTIONS L.D.F. = 1.25 Allow. Defl= Span/240.00 for DL+ LL. Mat-E A(in"2) S(in"3) 1(in"4) Fv/fv(PSI) CfCvF1b71b(PSI) Defl(in) DF#1 Lumber (E=1700000) Read 15.92 44.69 9315 118.75 1125.00 0:53 Eff:1.5 x 13.25 19.88 43.89 29078 95.12 1145.44 11.17 Read. 1720 36.56 9315 118.75 1375.00 0.53 Eff:3 x 9.25 27.75 42.78 197.86 73.60 1175.14 0.25 Read. 17.84 30.94 93.15 118.75 1625.00 0.53 Eff 3.5 x 7.25 25.38 30.66 111.15 83.49 1639.65 0.44 Multiple DF#1 (E= 1700000) Read 15.92 38.86 93.15 118.75 1293.75 0.53 Eff.1.5 x 13.25 19.88 43.89 290.78 95.72 1145.44 0.17 Read: 77.84 30.94 93.15 11875 162500 0.53 Eft.4.5 x 7.25 32 63 39.42 14290 64.93 1275 28 0.34 DF#1 Timber (E=1600000) Read '79.85 30.94 9898 70625 162500 0.53REV j�Eff.5.5x75 41.25 5156 19336 5113 975 Ot 027 Glulam 241= (E=1800000) Read 10.23 16.76 87.98. 20625 3000.00 0.53 DO Eff.3 125 x 7 5 23.44 29.30 10986 89.98 1716.02 0.42 Read, 10.50 16.76 8798 206.25 300000 0.53 Eff 5 125 x 6 30.75 30.75 92.25 7044 1634.93 050 Microlam (E=1900000) Read: 5 71 15.47 83.35 356.25 3250.00 0.53 Eff.1.75 x 9 5 16.63 26.32 125.03 122.29 190989 0.35 Read. 5.95 15.47 83.35 356.25 3250.00 0.53 Eff:3.5 x 7.25 25.38 30.66 111 15 83.49 1639.65 0.39 Read. 6.03 13.87 83 35 362.50 3625.00 0.53 Eff 7 x 5.5 38.50 35.29 97 05 5675 1424.53 0.45 Paralam (E=2000000) Read. 5,61 13.87 79.18 36250 3625.00 0.53 Eff 2 6675 x 9.5 25.53 40.42 192 02 79.63 1243.65 0.22 Read: 5.84 13.87 79.18 362.50 362500 0.53 Eff:3.5 x 7.25 25.38 30.66 111 15 83.49 1639.65 0.37 USE: SIZE: 4X8 MATERIAL: DF#2 �`` _ ?. Qp:. CONNECTIONS: AUG 1 `� SUPPORT: REMARKS: Net 0� CON Measures Checklisesidential , MF-1R roach used.Item marked with an(`)may be superseded by more stringent compliance requirements d on the Certificate of Compliance. When this check list is incorporeted into the permit docments, th features noted shall be consedered by all parties as binding minimum component performance specification for tine mandatory measures whether they are shown elsewhere in the documents or on this checklist only. —i DESCRIPTION I DESIGNER IENFORCEMENI Building Envelope Measures ............R.:aD............................................. . §150(a):Minimum R-19 ceiling insulation """""""""""-"' """"'"'""""'""""' §150(b):Loose fill insulation manufacturer's labeled R-Value ............f3.:.1.3..........•...•.......•...................... . §150(c):Minimum R-13 wall insulation in framed walls(does not apply to exterior mass walls) .................................................................. . 5150(d):Minimum R-13 raised floor insulation in frame floors;minimum R-8 in concrete raise floors. ✓ §15p(I):Slab edge insulation-water absorption rate no grater than 0.3%,water vapor lransmision rate no greater than 2.0 perm/inch. 5.118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. 5116-17:Fenestration Products,Exterior Doors and Infiltration/Exhitration Controls 1.Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. to 2.Manufactured fenestration products have label with certified U-value,and Infiltration certification. 3.Exterior doors and windows wealherstripped;all joinsts and penetrations caulked and sealed. NIA —�--� 5150(g):Vapor barriers mandatory in Climate Zones 14 and 16 only. t 50(f): Special infiltration barrier installed to comply with 151 meets Commision quality standards. NIA 5150(e):Installiation of Fireplaces,Decorative Gas Appliance and Gas Logs 1.Masonry and factory-build fireplaces have: a.Closeable metal or glass door. b.Outside air intake with damper and control. NIA c.Flue dumper and control. 2.No continous burning gas pilots allowed. Space Conditioning,Water Heating,and Plumbing System Measures 51 10-13:HVAC equipment,water heaters,showerheads and faucets certified by Commission. 5150(h):Heating and/or cooling loads calculated in accordance with ASHARE,SMAGNA or A'CA 5150(1):Set back thermostat on all applicable heating systems. I I I §1500):Pipe and Tank Insulation 1.Storage gas waterheaters rated with an Energy Factor less than 0.58 must be externaly wrapped wi insulation having an installed thermal resistance of R-12 or greater. 2.First 5 feet of pipes closest to water heater tank,non-recirculating systems,insulated(R-4 or greater) ✓ 3.Back-up tanks for solar system,unfired storage tanks,or other indirect hot water tanks have R-12 external insulation or R-16 combined internallexternal insulation. 4.All buried or exposed piping insulated in recirculating section of hot water system. 5.Cooling System piping below 55°F insulated. 6 Piping insulated between heating source and indirect hot water tank. 5150(m):Ducts and Fans 1.All ducts and plenums constructed,instaled,insulated.fastened and sealed to comply with the ICB 1997 UMC section 601 and 603;ducts insulated to a minimum instaled R-4.2 or ducts enclosed entirely within conditioned space.Openings shall be sealed with mastic,tape,aerosol sealant or off er duct closure system that meets the applicable requirements of UL181,UL181A or UL181 B and other applicable specified tests for longevity given in 150(m). 2.Exaust fan systems have back draft or automatic dampers. 3.Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated dampers. NIA 1 14.Pool and Spa Heating System and Equipment 1,System is certified with 78%thermal efficiency,on-off switch,weatherproof operating instructions, no electric resistance heating and no light. NIA 2.System ms;alled with: e•'.c„36`pipe between filter and heater for future solar heating. h Cover the outdoor pools or outdoor spa Pool system has directional inlets and circulation pump time switch. 5:Gas-fired central furnace,pool heater,spa healer or household cooking appliance have no continously buring pilot light.(Exception:nonelectrical cooking appliance with pilot< 150 Btu/hr.) Lighting Measures 150(k)1.Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt. 150(k)2 Room with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater. �rt►ficate of Compliance Residential (Page 2 of 2) CF-1 R Fa Residence 11/9/2000 roject Date ,VAC rSTEM Jose Input hycironic or combined hydronic data under Water Heading Systems, except Design Heating Load Distribution leating Equipment Minimum Type and Duct or Heat Pump type (furnace,heat Eficiency Location Piping Thermostat Configuration )urnp, etc.) (AFUE/HSPF) (ducts/attic, etc.) R-Value Type (split or package) aa.s Furna.Ge..............7.8.°0....................................................................................R.A...2..................................S.e.t..b.ac.k................................................. .........._.......... ...................................... ................................................................................................................................................................................................................................................... 'oohrgEquipment Minimum Duct rypri (air conditioner, Efficiency Location Duct Thermostat Configuration ie:t pump,ev.cooling) (SEER) (attic, etc.) R-Value Type (split or package) 9.,G.,.._........... ..__..........1.Q..Q.A..............................._.,..............................................R.-A.2..................................S.e.t..back...................................................... ................ ................ ... .. .........................................'...................................I..........._...............I.................... ....... ...................... Energy' External WATER HEATING SYSTEM Rated' Tank Factor or Stanby' Tank Water Header Distribution Number Input (kW Capacity Recovery Loss (%) Insulation Type Type in System or Btu/hr) (gallons) Efficiency R-Value S.torag.e..9a.a.....H.o.t.Ovate.r.reg..1.....................................................................5.0- al....................;Q.,.5.3.........................NJA..........................B-1.2 ....................................................................................................................................................................................._........................... 1, For small gas storage(rated input<=75,000 Btu/hr),electric resistance and heat pump water heaters, list Energy F� For large gas storage water heaters (rated input >= 75,000 Btu/hr),list Rated Input,Ricovery Efficiency and Standby For instantaneus gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES and MODELING ASSUMPTIONS/( Add extra sheets if necessary Including Thermal Mass(Thermal mass type,covering,thickness and description COMPLIANCE STATMENT This certificate of compliance lists the building features and performance specifications needed to comply with 1ille Parts 1 and 6,of The California Code Of Regulations,and The administrative regulations to implement them. This certificate has been signed by the individual with overall design responsabllity.When this certificate of compliance il. sumitted for a single building plan to be build in multiple orientations, any shading feature that varied is indicated in Special Feature /Remarks section. Designer or Owner (per Bussines & Professions Code) Documentation Author Narne: 5y1.Uam..D.es.ign..............................................................- Name: G.eot4c.Aicu..................................................................._ TiOcTirrn. Z.1.5.N_F..ust.Sr,. ;3.4..........._......_.................................. Title/Firm ALL.:.T.H.U.GS.UBAL..G.Q.N.S.U.I..T.IN.G......................_.. Adc:wss: aan..Jos..e...C.a.................................... ................. Address: .1.45.03-Reis;a.w..Lao e....................__.................. ..................................................................................... S.an..lose..G.Fa.9.5.129..................................................... Tele hone Telephone: p ,99E31259:.9.6afi.............................................................. 1408)559:0340 .. ... ...... .. LIC o 202 0/ tC- �-- 11/9/2000 nalurr,) (date) (signature) (dat- rcement Agency Nan. : ._................................................................................. ,ille: __.._........_............................................................................. ^Agency. ........................................................... Telephone- ....................................I........................................................... )si ynature'st:mrpl (date) Job number: 447 :i';caete of Compliance: Residential (Page 1 of 2) CF-1R Residence 11/si2000 an_ roiecl i Date C8 A_ nl;, lda Lane Los Gatos Ca Building Permit# rri,9cl Adre:,s A Structural ConsultingFng'n47fa Inc- (408)559-034 Plan Check/Date ),cumentation Author Telephone Field Check/Dale 'akage D 4 Compliance Method(Package or Computer) Climate Zone Enforcement Agency Use Only 3ENERAL INFORMATION notal Conditioned Floor Area: 2.3.1......Ft' Average Ceiling Height:...$.... Ft Cond-woned Slab Floor Area: ....23.1.....Ft' 3uildin g Type Single Family Addition che,:k one or more) 31 �— Multi-Family Existing Plus Addition =rent Orientation 4.15 North O/ South IT East/VVes[]/AII Orientation❑ Jumberof Stories 1..... Vurnberof Dwelling Units ...•••• =1oor Construction Type Slab[?]/Raised Floo(] (circle one or both) BUILDING SHELL INSULATION Construction Component Frame Insulation Assembly Location/Coments Type Type R-Value U-Value (attic to garage, typical, etc) JVall...................wAA.d........ R-1.3..................... Q.QQ9....................................... ...............................................--.............................................................. Nall........... .......................... ............................. ........................................I......... ............ ............................................................................................... Hoof...................w..Q d........ R3.Q..................... Q,.03.4...................................... ............. ................................................................................................ R o oi........... .............................................I.... .............. .......................... leer.......... c 10 0 f.......... . . .... ......... .................................................. .............................................................................................................. Slab Edge.. . ........... ... . FENESTRATION Shading Devices :_enestration Orien- New AreaFenestrationFenestratiorRem Area New-Rem Interior Exterior Overhangs Orrientation cation (ft') U-Value SHGC (ft') (ft') Shading Att Shading Att /Fins =ront..... (ycrdw.cst... 9.A.......... A..7.5......... . .4.11................ .....SAandatd..... Front..... ....standard.... Left....... N.orthe.asl.. .....Stan.dard..... ............ Left.;..... ....Statldard.... .................. .............. Rear_.. Seuthwv..at.. ............ ........................ ..................... ..................... .....Sian.datd.... .................... Rnai...... ................. ....................... .................... .................... ....Standard.... ....................... ..........I.......... Right..... SA.uth.east., .................. .1................... ..................... .....Slan.datd....I ....................... .................... R iq h L._. ....Staad,ard.... .............. Skylight., .....I......... .................. .......I............. ..................... .....Standard.... ........................ .................... Skylight.. ....................... .................... .................... ....a.tandard.... ....................... .................... 1 OTAL49................ .................... 49............. <0.20 x 2,5.1.......... 0.K. utrt ��Y �. „,, v„ Job.number: 447 RLL STRUCTURRL WILLIAMS DESIGN TAMHANE RESIDENCE T.S. 4/11101 Consulting Engineers Inc. 10381 JOHNSON AVE. J Page Phone(408)5590340 1127F1 BEAM'S REACTIONS Beam Name Left react. Right react. Beam Name Left react. Right react. R1 -1580.25 -1580.25 R2 -790.00 -790.00 R3 -3080.00 -3080.00 R4 -1997.24 -1997.24 PR-ktAvtt 1c P'IA ©-'j �) , �L P a"SLA!, Iz"Ftct. --� z z•96� �__ o 1 o4�� s �orao4as� TRY I S T' = 3 oSro 96xI. z5 U S e° I S�II wI (ftQ C �`� RLL STRUCTURRL WILLIAMS DESIGN TAMHANE RESIDENCE T.S 4;11;01 Consulting Engineers Inc. 10381 JOHNSON AVE. - Page 1127 V Phone 14081559 0340 BEAM: R4 Span = 16.33' Left Cantilever = 0.00'Right Cantilever= 0.00' LOADS: Type Name X(') Laad(psf) TW1(') TL(') TW2(') Red P R3 8.17 3080.00 0.00 0.00 0.00' 1.00 W ROOF 0.00 28.00 2.00 16.33 2.00 1.00 REACTIONS: @ x =0.00' R= -1997.24# @ X= 16.33' R =-1997.24# STATIC VALUES AND DEFLECTIONS: X0 QL(#) QR(0) MI'�1 Y(„) 000 0.00 1997.24 0.00 0.00 817 1540.00 .1540.00 14440.78 357.75 16.33 1997.24 0.00 0.00 0.00 O max = 1997.24# M max = 14440.78'# Y max = 357.75",for E=1.6E6, 1 = 1 PROPOSED SECTIONSL.D.F. = 1.25 Allow. Defl= Span /240.00 for DL + LL Mat r E A(In"2) S(In'3) 1(in'4) Fvlfv(PSI) CfCvFb/fb(PSI) Defl(ln) Multiple DF#1 (E=1700000) Reqd: 24.45 133.94 412.41 118.75 1293.75 0.82 Eli:4.5 x 13.25 59.63 131.67 872.33 48.69 1316.07 0.39 Reqd: 24.57 120.55 412.41 118.75 1437.50 0.82 Eff:6 x 11.25 67.50 126.56 711.91 43.22 1369.20 0.47 DF#1 Timber (E=1600000) Reqd: 27.44 106.64 438.19 106.25 1625.00 0.82 Eff:5.5 x 11.5 63.25 121.23 697.07 46.09 1429.44 0.51 Reqd: 27.57 106.64 438.19 106.25 1625.00 0.82 Eff:7.5 x 9.5 71.25 112.81 535.86 41.11 1536.06 0.67 Glulam 24F (E=1800000) Reqd: 14.12 57.76 389.50 206.25 3000.00 0.82 Eff:3.125 x 12 37.50 75.00 450.00 77.65 2310.53 0.71 Re9d: 14.17 57.76 389.50 206.25 3000.00 0.82 E11.5.125 x 10.5 53.81 94.17 494.40 54.31 1840.14 0.64 Reqd: 14.22 57.76 389.50 206.25 3000.00 0.82 Eff:6.75 x 9 60.75 91.13 410.06 48.28 1901.67 0.78 Microlam (E=1900000) Reqd: 8.13 53.32 369.00 356.25 3250.00 0.82 Eff:1.75 x 14 24.50 57.17 400.17 118.28 3031.30 0.75 Reqd: 8.18 53.32 369.00 356.25 3250.00 0.82 Eff:3.5 x 11.875 41.56 82.26 488.41 70.08 2106.63 0.62 Reqd: 8.22 53.32 369.00 356.25 3250.00 0.82 EH:5.25 x 9.5 49.88 78.97 375.10 58.73 2194.40 0.80 Paralam (E=2000000) Reqd: 8.04 47.80 350.55 362.50 3625.00 0.82 Eff:2.6875 x 11.875 31.91 63.16 375.03 91.27 2743.52 0.76 Reqd: 8.08 47.80 350.55 362.50 3625.00 0.82 EH:5.25 x 9.5 49.88 78.97 375.10 58.73 2194.40 0.76 USE: SIZE: 3 1/204 MATERIAL: PARALLAM 2.0 E CONNECTIONS: DET.B1 SUPPORT: 4x4 POSTS REMARKS: HEADER RLL STRUCTURRL villinDESIGN TnMr+nNE RESIDENCE I s 4/11/01 Consulting Engineers Inc. 10381 JOHNSON AVE Page Phone (408)5590340 1127 VT BEAM: R3 Span = 20.00' Left Cantilever = 0.00' Right Cantilever = 0.00' LOADS: Type Name X(') Load(psf) TW1(') TL(') TW2(') Red W ROOF 0.00 28.00 11.00 20.00 11.00 1.00 REACTIONS: @ x =0.00' R=-3080.00# @ x= 20.00' R = -3080.00# STATIC VALUES AND DEFLECTIONS: x(') OL(0) on(#) MI'#) Y('9 0.00 0.00 3080.00 0.00 0.00 10 00 0.00 0.00 15400.00 692.94 2000. 3080.00 0.00 0.00 0.00 Q max = 3080.00# M max = 15400.00'# Y max = 692.94", for E=1.6E6, I = 1 PROPOSED SECTIONSL.D.F. = 1.25 Allow. Deft = Span /240.00 for DL + LL Mat+E A(in^2) S(in^3) 1(in ^4) Fv/fv(PSI) CfCvFb/1b(PSI) Defl(in) Multipple DF#1 (E=1700000) Reqd: 35.26 728.56 652.24 118.75 1437.50 1.00 Eff:6 x 11.25 67.50 126.56 711.91 62.03 1460.15 0.92 OF#1 Timber (E=1600000) Reqd: 39.32 113.72 693.00 106.25 1625.00 1.00 Eff:5.5 x 11.5 63.25 121.23 697.07 66.04 1524.39 0.99 Glulam 24F (E=1800000) Reqd: 19.88 62.41 616.00 206.25 2961.25 1.00 Eff:3.125 x 13.5 42.19 94.92 640.72 97.19 1946.86 0.96 Reqd: 20.16 61.60 616.00 206.25 3000.00 1.00 EH:5.125 x 12 61.50 123.00 738.00 67.61 1502.44 0.83 Reqd: 20.44 61.60 616.00 206.25 3000.00 1.00 Efl:6.75 x 10.5 70.88 124.03 651.16 59.48 1489.95 0.95 Microlam (E=1900000) Reqd: 11.24 56.86 583.58 356.25 3250.00 1.00 Etf:1.75 x 16 28.00 74.67 597.33 143.00 2475.00 0.98 Reqd: 11.46 56.86 583.58 356.25 3250.00 1.00 Eff:3.5 x 14 49.00 114.33 800.33 83.29 1616.33 0.73 Reqd: 11.69 56.86 583.58 356.25 3250.00 1.00 EK:5.25 x 11.875 62.34 123.39 732.62 66.77 1497.71 0.80 Paralam (E -2000000) Reqd: 11.26 50.98 554.40 362.50 3625.00 1.00 Eff:2.6875 x 14 37.63 87.79 614.54 108.47 2104.98 0.90 Reqd: 11.48 50.98 554.40 362.50 3625.00 1.00 Eff:5.25 x 11.875 62.34 123.39 732.62 66.77 1497.71 0.76 USE: SIZE: 5 1/8x13 1/2 MATERIAL: GLULAM 24F-V4 CONNECTIONS: (E)CC51/4-6 SUPPORT: 4x6 POST,4x6 POST TO HEADER REMARKS: RIDGE, BELOW RAFTERS, W1 STANDARD CAMBER RLL STRUCTURRIL WILLIAMS DESIGN TAMHANE RESIDENCE T.S. 4/11/01 Consulting Engineers Inc. 10381 JOHNSON AVE j-I Page Phone:1408)559-0340 1127 Vz- BEAM: R2 Span = 6.50' Left Cantilever = 0.00'Right Cantilever = 0.00' LOADS: Type Name X(') Load(psf) TW1(') TL(') TW2(') Red P R1 3.25 1580.00 0.00 0.00 0.00 1.00 REACTIONS: @ X =0.00' R =-790.00# @ x = 6.50' R = -790.00# STATIC VALUES AND DEFLECTIONS: X0 OL(#) OR(#) M('#) Y(") 0.00 0.00 790.00 0.00 0.00 3.25 790.00 -790.00 2567.50 9.76 6.50 .790.00 0.00 0.00 0.00 O max = 790.00# M max = 2567.50'# Y max = 9.76", for E=1.6E6, 1 = 1 PROPOSED SECTIONSL.D.F. = 1.25 Allow. Defl = Span /240.00 for DL + LL Mat+E A(In'2) S(in.3) 1(in"4) Fv/fv(PSI) CfCvFb/1b(PSI) Defl(In) OF#1 Lumber (E-1700000) Reqd: 9.98 24.65 28.27 118.75 1250.00 0.33 Eff:1.5 x 11.25 16.88 31.64 177.98 70.22 973.75 0.05 Reqd: 9.98 20.54 28.27 118.75 1500.00 0.33 Eff:3 x 7.25 21.75 26.28 95.27 54.48 1172.32 0.10 Multiple OF#1 (E=1700000) Reqd: 9.98 19.48 28.27 118.75 1581.25 0.33 Elf:1.5 x 9.25 13.88 21.39 98.93 85.41 1440.35 0.09 Reqd: 9.98 16.49 28.27 118.75 1868.75 0.33 Eff:4.5 x 5.5 24.75 22.69 62.39 47.88 1358.02 0.15 OF#1 Timber (E=1600000) Reqd: 11.15 18.96 30.04 106.25 1625.00 0.33 Eff:5.5 x 5.5 30.25 27.73 76.26 39.17 1111.10 0.13 Glulam 24F (E=1800000) Reqd: 5.75 10.27 26.70 206.25 3000.00 0.33 EM:3.125 x 6 18.75 18.75 56.25 63.20 1643.20 0.15 Reqd: 5.75 10.27 26.70 206.25 3000.00 0.33 Elf:5.125 x 4.5 23.06 17.30 38.92 51.38 1781.25 0.22 Microlam (E=1900000) Reqd: 3.33 9.48 25.30 356.25 3250.00 0.33 Eff:1.75 x 7.25 12.69 15.33 55.57 93.40 2009.69 0.15 Reqd: 3.33 9.48 25.30 356.25 3250.00 0.33 EM:3.5 x 5.5 19.25 17.65 48.53 61.56 1746.02 0.17 Paralam (E=2000000) Reqd: 3.27 8.50 24.03 362.50 3625.00 0.33 EM:2.6875 x 9.5 25.53 40.42 192.02 46.41 762.16 0.04 Reqd: 3.27 8.50 24.03 362.50 3625.00 0.33 Eff:3.5 x 5.5 19.25 17.65 48.53 61.56 1746.02 0.16 USE: SIZE: 4x10 MATERIAL: DF#1 CONNECTIONS: DET. B1 SUPPORT: 4x4 POSTS REMARKS: HEADER FILL STRUCTURRL WILLIA•)f SIGN TAMHANE RESIDENCE LS 4/11/01 Consulting Engineers Inc. 10381 JOHNSON AVE Page Phone.1408)5590340 1127 V BEAM: R1 Span = 10.50' Left Cantilever = 0.00'Right Cantilever = 0.00' LOADS: Type Name X(') Load(psf) TW1(') TL(') TW20 Red W ROOF 0.00 28.00 10.75 10.50 10.75 1.00 REACTIONS: @ X =0.00' R = -1580.25# @ X= 10.50' R = -1580.25# STATIC VALUES AND DEFLECTIONS: X0 OLIN) an(#) M('#) y(11 000 0.00 1580.25 0.00 0.00 5 25 0.00 0.00 4148.16 51.45 10.50 -158025 0.00 0.00 000 O max = 1580.25# M max = 4148.16'# Y max = 51.45", for E=1.6E6, I = 1 PROPOSED SECTIONSL.D.F. = 1.25 Allow. Defl = Span/240.00 for DL + LL Mat+E A(In"2) S(In-3) I(in-4) Fv/fv(PSI) CICvFb/fb(PSI) Defl(in) DF#1 Lumber (E=1700000) Reqd: 15.76 44.25 92.24 118.75 1125.00 0.53 Err:1.5 x 13.25 19.88 43.89 290.78 94.18 1134.13 0.17 Reqd: 17.03 36.20 92.24 118.75 1375.00 0.53 Eff:3 x 9.25 27.75 42.78 197.86 72.88 1163.54 0.24 Reqd: 17.66 30.63 92.24 118.75 1625.00 0.53 Eff:3.5 x 7.25 25.38 30.66 111.15 82.66 1623.47 0.44 Multiple DF#1 (E=1700000) Reqd: 15.76 38.48 92.24 118.75 1293.75 0.53 Eff:1.5 x 13.25 19.88 43.89 290.78 94.18 1134.13 0.17 Reqd: 17.66 30.63 92.24 118.75 1625.00 0.53 Eff:4.5 x 7.25 32.63 39.42 142.90 64.29 1262.70 0.34 DF#1 Timber (E= 1600000) Reqd: 19.65 30.63 98.00 106.25 1625.00 0.53 Eff:5.5 x 7.5 41.25 51 56 193.36 50.62 965.39 0.27 Glulam 24F (E=1800000) Reqd: 10.12 16.59 87.11 206.25 3000.00 0.53 Eff:3.125 x 7.5 23.44 29.30 109.86 89.10 1699.08 0.42 Reqd: 10.40 16.59 87.11 206.25 3000.00 0.53 Eff:5.125 x 6 30.75 30.75 92.25 69.74 1618.79 0.50 Microlam (E=1900000) Reqd: 5.65 15.32 82.53 356.25 3250.00 0.53 Eff:1.75 x 9.5 16.63 26.32 125.03 121.08 1891.05 0.35 Reqd: 5.89 15.32 82.53 356.25 3250.00 0.53 Eff:3.5 x 7.25 25.38 30.66 111.15 82.66 1623.47 0.39 Reqd: 5.97 13.73 82.53 362.50 3625.00 0.53 Eff:7 x 5.5 38.50 35.29 97.05 56.19 1410.47 0.45 r aralam (E=2000000) Reqd: 5.55 13.73 78.40 362.50 3625.00 0.53 Err:2.6875 x 9.5 25.53 40.42 192.02 78.84 1231.38 0.21 Reqd: 5.79 13.73 78.40 362.50 3625.00 0.53 Eff:3.5 x 7.25 25.38 30.66 111.15 82.66 1623.47 0.37 USE: SIZE: 4x12 MATERIAL: DF#1 CONNECTIONS: (E)PC44 SUPPORT: 4x4 POSTS REMARKS: FLUSH WITH CEILING, 2-SPANS RLL STRUCTURRL "'eN1 WIt.LIAMS DESIGN TA MHANE RESID NCE T.S. 4/11/01 Consulting Engineers Inc. 10381 JOHNSON AVE.,CUPERTIN „p- Page 1127 L4 Phone(408)-559-0340 Wall Name:A F1 = 1.02 H1 = 8.00 1-st LEVEL (E) NOT AFFECTED BY ADDITION Wall Name:B F1 =2.37 H1 = 8.00 1-st LEVEL (E) NOT AFFECTED BY ADDITION Wall Name:C F1 =0.65 H1 = 8.00 1-st LEVEL L1 =6.00 W1 =0.15 V= 108 MO =5.20 MR =2.70 Uplift= 0.50 Down R =0.93 Ro= -0.26< 1...OK Use Shear Wall Type 1 HOIdown: HTT16 Wall Name: D F1 = 2.01 H1 = 8.00 1-st LEVEL L1 =6.50 L2=6.00 W1 = 0.15 W2 = 6.50 V= 161 MO = 16.08 MR =120.17 No Uplift Down R = 1.38 Ro=0.48 < 1...OK Use Shear Wall Type 1 Holdown: NONE i RLL STRUCTURRL "'' I N.,, 4/11 W ILI IAODESIGN TAMHANE RES ID-NCE T.S. 4/11/01 CORSUI1in9 Engineers Inc. 10381 JOHNSON AVE CUPERTIN ��o. page 1127 L3 Phone.(408)-559-0340 Wall Name: 1 F1 = 0.20 H1 = 8.00 1-st LEVEL (E) NOT AFFECTED BY ADDITION Wall Name:2 F1 =2.37 H1 =8.00 1-st LEVEL (E) NOT AFFECTED BY ADDITION Wall Name:3 F1 =2.65 H1 =8.00 INCLUDES LINE 5 1-st LEVEL L1 = 12.00 W1 =0.03 v=221 MO =21.20 MR =2.16 Uplift= 1.66 Down R = 1.83 Ro= 0.89< 1...OK Use Shear Wall Type 1 Holdown:HTT16 Wall Name:4 F1 =0.82 H1 =8.00 1-st LEVEL (E) NOT AFFECTED BY ADDITION Wall Name:5 F1 =0.65 H1 =8.00 1-st LEVEL TRANSFERRED TO LINE 3,THRU ROT. -i 1lNi: JOB: ING: DATE: RLL STRUCTURRL TAMHANE RE5IDENGE T.5. 4/11/2001 GONSULTWG ENGINEERS T.-. WILLIAMS OE516N 10581 JOHNSON AVE. NODI: v�Ge: (408) 559-0340 GUPERTINO, CAN 1121 L2 LATERAL ANALYSIS (UBC 5TATIG FORGE PROCEDURE) ji O N Ik _-- —.---- E II i � III I I 1 X/ / O I \I o.?2L IV 0,�sk i 5 � o- �1 RLL STRUCTURRL WILLIAAdS'DESIGN TAMHANE RESIOGE T.S 4111101 Consulting Engineers Inc. 10381 JOHNSON AVE..CUPERTIN ". page 1127 Li Pho-(408)-559.0340 LATERAL ANALYSIS (UBC-STATIC FORCE PROCEDURE) The residence is located in zone IV 11 Km from "A"fault& 5 Km from "B"fault Na= 1 Ca= 0.44*Na R=5.5 Ab=2433.00 V=2.5*Ca/(1.4*R)*W=0.14*W DEAD LOADS: Level 1 Diaphr Area OL (psf) D.L. Ratio 1 162.00 12.00 1.94 0.07 2 663.00 12.00 7.96 0.27 3 1102.00 12.00 13.22 0.45 4 528.00 12.00 6.34 0.22 Wdlaphr 29.46 1.00 Walls 15.00 12.84 W11 42.30 SEISMIC V= 6.04 Fi= V*W1*H11SUM(W1*H1) F1 =6.04 K WIND Pi= Ce*Cq*Qs*Iw P1 = 10.20 psf Levell Hx=6.00 Lx=63.50 Px = 3.89 Hy=6.00 Ly=46.00 Py = 2.82 CRITICAL: Levell X - Direction (along horizontal walls) 6.04 (Seism) Y- Direction (along vertical walls) 6.04 (Seism) RLL STRUCTURRIJ • • consu:.TM ��,wc. .. l i4001S59-0340 B_ EAM-PROGRAM OUTPUT EXPLANATIONS x , X: LCant RCant A Span A Name: Load Name Load: Load psf or /(Lbs) TW1: Tributary width of the load @X I 1 1 T I TL: tributary length for load X TL TW2: Tributary width of the load @X+TL Red: Factor to be applied to the load, if required QL, QR: Shear force at left & right of X • M: Moment @ X • Y: Deflection for a beam with E=1.6eG & I =1 in' • LDF: Load Duration factor • A, S, I: Geometrical properties • Fv/fv; Fb/fb Allow & effective stresses • Defl: Allow & effective deflection The algorithm uses successive integrations of the loads and a data base of sections �,H(.L jMCTURRL� I _ CpNgULT7NG CNGINCCtC:, (408)559-0740 SHEAR.WALLS.CALCULATIONS ALGORITHM 3 Il"walls Unitary shear @ wall p: vP - --- _ -- h, lk nl -< } / Overturning M @ wall p: A101, ' n F,= shear force at level i MOIk h,= story height under level i Overturning M for panel K: A10k 1, = length of shear panel k w, = dead load on panel k F.,lo = shear force at wall p • Resisting M for panel k: AIR k=wklk/2 5 • Total resisting M of wall p: Alf/?=j MR, i • if MO 0.9 MR NO UPLIFT MOA - Q9 MRA Uplift - A1ax� l 5/l2 --� for A-i to s A 3 1 O l'x'crll ! /-ll Element-story shear ratio r, 3 l hull/l l"i ', 20 Redundancy factor:/) 2 (provldrd a; "Rn" at ea(h 014,11 wall) r'. �1 l J �� FILL 3TRUCTURNLI W�iMS Of SIGN IAMIIANI RESIOENCO •S. 4/11741 CON�'ULTIN I ENGINEERS,INC. I l;7 G1 (400)559-0340 LOADS DEAD LOA05: LIVE LOAD5 RAFTER5: ROOFING 3.0 p5f 16 p5f (51ope>=4:12) PLY(OK 5HEATH) 1.5 20 p5f (51ope<4:12) RAFTER5 1.1 M15C. 1.4 7.0 p5f CEILINGJ015T5: CLG.J015T5 1.1 p5f 10 p5f INSULATION 1.0 1/2"GYP.BD. 2.2 MISC. 0-7 5.0 p5f T.L.= 28 p5f FLOOR FIN.FLOOR 1.0 p5f 40 p5f FLY.(3/4') 2.3 J015T5 3.3 1/2"GYP.BD. 2.2 PARTITIONS 5.0 M15C. 1.2 15.0 p5f T.L.= 55 p5f EXT.DECK DECKING 2.5 p5f 40 p5f J015T5 4.3 MISC. O_2 7.0 p5f T.L.= 47 p5f EXT.BALCONY DECKING 2.5 60 p5f JOISTS 4.3 M15C. 0_2 7.0 p5f T.L.= 67 p5f EXT.WALL 5TUCCO 10.0 p5f 5TUD5 1.7 INSULATION 1.0 1/2"GYP.BD. 2.0 M15C. 0_3 15.0 p5f INT.PARTITION 1/2"GYP.BD.(2 51DE5) 4.0 p5f 5TUD5 1.7 M15C. O_3 6.0 p5f CODE: 1997 U.B.G. 501L REPORT: N/A 501L PRE55URE: 1000 p5f STRUCTURAL CALCULATIONS PREPARED FOR WILLIAMS DE51GN FOR TAMHANE RE51PENCE 10381 JOHN50N AVE. CUPEKTINO,CA Apri 111,2001 QTJ0.30C3 m t FXP.3/310 ^sly S�7UrTul q\> IF0. GEO GE C. I ' 0 5TRUCTURALTNGINAR S.E.3008 ALL STRUCTURAL CONSULTING ENGINEERS,Inc. 388 MARTIN AVE SANTA CLARA,CALIFORNIA 95050 PHONE: (408)559-0340 (408)496-0930 JOB#1127 388 TIN AVENUE RLL S T R U C T U R R SANTA CLARA,CR 9SOS0 N:,,::.: a„ .>,. .w aw <.««... <>.,.»N..x.:..; PHONE: 14091559.0340 CONSULTING ENGINEERS, Inc. F FAX: 14081559.2015 October 22,2001 To Whom It May Concern SUBJECT: 10381 Johnson Avenue Residence Cupertino,California Dear Sir: At the contractor's request I have inspected the rough framing,the shear walls and holdowns installation for the above subject project.They were installed according to the structural plans and to the structural standards. Should you have any questions or require supplemental information, please call. Sincerely, ALL STRUCTURAL CONSULTING ENGI 10 OQQQGE c.p�Fy G— Ge ge Dicu,P E ow.3r3A Structural Engin r ST»UCNP OQ� �Tf OF CA��F o388 . R L L S T R U C T U R R L '„ SRNTR CLRRRRTIN, CRR95050 PHONE: 14081559-0340 CONSULTING ENGINEERS, Inc. FRX: 14081559.2015 August 3,2001 Job#1127 To Whom It May Concern: SUBJECT: 18381 Johnson Av.Residence Cupertino,California Dear Sir or Madam: Here are some clarifications requested by the contractor: • It is acceptable to replace the plywood with OSB of the same thickness. • It is acceptable to use power driven nails if the shear material is not damaged because of that. The upper face of the nails heads must not be below the face of the sheathing and the nails diameter must be the same as the regular nails. Should you have any questions or require supplemental information, please call. Sincerely, ALL STRUCTURAL CONSULTING ENGINEERS QApFESSI �Qk 1_ GE C�ql George Dicu, PE,SE ague Structural Engineer 'rFCF UFS ,_____.____---- ______.__. ---_______-_-__-_,-_----- -- -_- I __._ _ __ _-._----- __.-----.-__ _ __.____.. __-_ 1__ _-___- == - . __ . �__-- _ ---.--- - --- - --4 - - -- _ .._. ___ . - REVISIONS -- _ -. -_- - _ ___ -- - Certificate ential 11, of Com Bance: Resid (Page 2 of 2) CF-1 R N �u _ .------ ---. y� y t . .. - .a.._ 'rf"`�, �Ra n *' 11 ! JI �/./yMi `�W�V�.� - � �.C...-�" �.. Q 'ww r aVff, ,yb i, 7( {as 't',d ,� _"'N*) FB)Y I �1 S� F�+v N ftp Yt . h�NjIi I lch•v, 1111�f1. nt' f , li l.! ■ Date rOJ80t Tltie v s l. ,t a'+� t ...,, Y'r Ej ,rX 6x iVAC SYSTEM „l, ;,,? 1( + r„r'9x, e7 ,,,,.. .� me except n Heating Load. T + " " N, '.; 9 �'7e , x�v ;�r� x,u ? ',j At ,r � .r, I ..: dote: Input h dronlc'or combined hydropic data under Water Heading Systems, p g 9 rt �� a �'ar'�?, �tr� �� P y { ,� ti, Distribution F �''" ire `4 f11 �� ;t Deal1 Heat Pump J Notes L isatin Equipment Minimum Type and puct or 1. :.I �. 9 Kn Thermostat Configuration �'�� ' ., ' `"'' �' �' �' � ' .r,,,...W,. w: t.1 Ai l _ ,.,,, heat ficienc Location Piping I � �, °, ' ; :;b.•... actorandan f pe (furnace, E y lit or acka e) ' h ' ��' f'f� F, f. . 6 i. at construction-b the conte y y c etc, T e lsP P g win shallbeverifieda Y (ducts , 1 RValue YP �; G ;. ,r , ,,: ,, t�,( � � !, � I= i A i,'.' 1'�and dimensions on these dra g or ' tum , etc.) (AFUEIHSPF) �' , + tl repo to the engineer of record P W tyveen the lanandsitecondiuon shall be promp y ep f y �,s r t dnscrf , cybe R i i ' rf t, r p win the c ngactor,before proceeding ivlth , L ti ' ' ear or occur to the dra g, o t s or uIconsisten a k.......................... �,�. Should v sero y PP , ,z; ,' ' ,,x � eshall roceed,, s R.,.9.,2..................................�S.et..b.a c nt and in no ca P . vor Il uouf 'the owner and engineer of record for proper Adlustme , �ai3„FltXilaQg,,,,,,,,,,,,,,,�z. .. ��' ".� �k y j� the\ k,,Slna y " .............. ........................................... •;tt '"�i Y7 r.• d .x .:.F - Iw }+ " ; �, ,..I... with thetivorh m uncertainty. •••I SID y,Cyp" - ..,....n.0..........................u....L.....,...........,, ..L, 'y f �'� °F y,,i 7f 0'1 1'� `r� i{�.pl vedtvrittenconsentfromthe ',00lin Equipment Minimum Duct Conti uration J on of design tan shall made without he appro gDuct Thermostat g e ,a` , No Change oraltetau d g p onmadeb or reed. ; : conditioner, Efficiency Location _.-.----____.. _ ---_-_-.---._ _. .. _ .. __ _..- - _-_-_-__._.. ._....____._ p „'; enoieer or record. The engineer shall not be responsible for such changes or alteration Y g Type (split or package) 'i ,` a y " � %*1 - ) upon between the owner and the contractor. feat pump,ev.eooling) (SEER) (attic, etc,) R Value YP { ) 3 'tl� , ., --_...___--._,....-__..___., .baiG.k , Simpson Company. �� , ,d�' manufactured the p P . ' .�fi...9.,�..................................IS.O.t ( -__ __ _ ---- Unless otherwise notes, use only strong tie connectors as man Yk,.G,,.....................................�1.0,.0.0.......,.,...,,...................I. i m. j, j a L...............:.............................. m ................................................................. 11 pW gip° i t '76 �i 7 i :T, n ;. I I 1. 4 All work shall comply with the requirement of local,country and federal agencies hat mg�urisdtetion.The External ...............................................I.......,.............. E lergy engineer.assumes on responsibilitytbrthesupervisionofconstructionortheproperexecuttonofthework WATER HEATING SYSTEM Rated' Tank Factor or Stanby' Tank $ � �./ shown on these drawings. Safety methods and techniques are the sole responsibility for the contractor. Insulation `./ I 11V1/ater Header Distribution Number Input (kW Capacity Recovery Loss (%) Type In System or Btu ! hr) (gallons) Efficiency R Value F--I In procuring all item used in this work,it is the contractor's responsibility to verify the detailed lA Type YPUn requirements of the specifically named codes and standards and to verify item procu)ed for lase,in1. 1 q all'material choiGSs, IS.p..g.a1....................I0.,,5.3.........................IN . ...IR PROJECT INFORMATION - I1.................................I....,......,.......,....,.....,... this work meet or exceed the specified requirements.owner approval is required for . , StA1,�9s.,ggS.....IH.Q,1.)NaIH.f..X�G,,. NG � 1 i, `..................................I,.......................,,........ 1. ZONING R-1 . e a. of an items, _ - If an ambiguities or differences occur on the drawing cringeming quality, tyle,typed, t Y 1•`� I' _ y g n „ , 2. APN 375-18-71 F�1 1 . For small gas storage (rated Input <= 76,Od00 B t�hr)75 OOOriBtulhr)t I st Rat dhnput Ricovery Eific encyland Standby ✓' the engineers shall make the choice, his decision shall be fmah } For large gas storage water heaters (rated 3. (E) LIVING AREA 1,717 S.F. C4 ( P �//�'1 i al details. Whereno details are } For instantaneus gas water heaters, list Rated Input and Recovery Efficiency. 4, N LIVING AREA 100 S•F. r�' �/1 c t o awin ;T O z shown on h dr . Ditnettsion shall take preced enceoverscale $ ,Typical eSSBr shown construction shallconfonntosiinilarworkontheproject, � , SPE IAL FEATURES and MODELING ASSUMPTIONS Add extra sheets if pec 5. TOTAL LIVING AREA 1,817 S.F. nc Sun T ermai ass herma mass type, cover ng, th c ness an description � . 6. GARAGE AREA 400 S.F `� %� •� . ) (N W ai OG ,.� :are awn vi o def tis sh . Where n . details. a . Notes and details shall take precedence oyer.general notes:and typical 1. 7. LOT AREA 5,985 S.F. construction shall conformtosimilarwortaon"the project. COMPLIANCE STATMENT Q N w 8. TOTAL LOT COVERAGE 2,217 S.F. m represent finished structure. They dont-indicate themethodof This certificate of compliance lists the building features and performance specifications needed to comply with Title ' 9• FLOOR AREA RATIO 36% Q ~ V) .< 'D `o These drawing and specification repr, protect the sjrucnife during Q r Q 't m construction. Thecontractorshallprovideallmearuresnecessaryop, Parts 1 and 6, of The California Code Of Regulations, and The administrative regulations to implement them. This 1 shall in tide-butnobelitnitedtobracingaiidshoringforldad•.duet0 certificate fias been signed by the individual with overall design responsability. When this certificate of compliance is h�'1 � � �tl� construction. such measure c, CONSULTANTS construction equipment;ECT. Observation vi$ tstothesitebye,tg(tleershallhotinclude:iispectionof � sumitted for a single build(ng plan to be build in multiple orientations, any shading feature that varied is indicated in z o kn a� i Special Feature / Remarks section. i -n � above it4ms. ~ Z y .� a i1 eo lechidn theedufseof' . ( r siry�..s Code) Documentation Author ICU GEORGE D d Z 00 00 The contractor is responsibleor,alljobssitecondition,safelyofproperty n, P., .P g Designer 0r 0 er, TITLE 24 d `t o ork' hours.The contractor shall defend and hold hatrn)ess the engineer or Name: 3 / . Name: Goa.tae.040............,.......................,................................• Ca......................... .... a✓ �1NStlLTINCx..........,..............the project,notlust during w mgTitle/Firm ALL.SLBU.CTUBAL.0 own from any al liability,real or alleged in connection with performance of work on this project,accepts Title/Firm: ...................................................................... Address: e irect negligence of the owner or eiigineer. Address: .:............................ ...,.,.......................... OF WORK I for liability through the d g g t 4 iO3 Hsraaw Lens S.aa.dn.s& GA 95124 SCOPE ..............................................................I............................. Telephone: a Telephone: (40.5).5b.Q:Qa..Q................................................................... Sectiolt 2326 shalt apply to all wood.framin9, less otherwise noted Lich: ADD NEW GARAGE TO RIGHT FRONT OF ................................_....................................................,..... THRO , i W t ,(� ------ "" G r- EXISTING HOUSE, ADD NEW BA OM, 1 NEW DINING ROOM 'r© . .' q�' l�i3G , _ - ) AND ADD (date p q / qq l' `5 rr,,* s elute (date) Wr�['� V �ili I ��iV I I II I'► � I, (signs ire (qq 6� I I 1 Enforcement Agency Name : Title: ................................................................................................ . ( . Agency: Telephone: / sgnaures MDT -- - _-._ ... (date) Job number : v . , .__. -- andato Measures Checklist: Residential MF-1 R (Page 1 of 2) C F-1 R . �- Certificate of Compliance: Residential . I approach used. Item marked with an (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance, When this check list is incorporeted Into the permit docments, �- i, _o,,.. ,�f 2 � � the features noted shall be consedered by all parties as binding minimum component performance specification 1 C) `�' - . Date for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. roJect Title IISI N �� r--- ---__ DESCRIPTION DESIGNER IENFORCEMENI )0 3 $ t 6hvt�'w t -i- I t'1 Building Permit# . DESCR I roJect Adress , i Building Envelope Measures ............13a3a.......... sun.-.._.... i n ... ,,l+inn Gnninaorc Ins (4081559 034 Plan Check i Date i .........•••••..••••••-••••••.•••••••-•.•••••••••••• ocumentation Author Telephone Field Check / Date * §150(a): Minimum R 19 ceiling insulation """"""" d §150(b): Loose fill insulation manufacturer's labeled R-Value ............R.-J.3......,.. •••....•.•..•••..•.•••-•••••-••••• d G �- Compliance Method (Package or Com r) Climate Zone n orcement Agency se n y 1 * 150 c Minimum R 13 wall insulation in framed walls (does not apply to exterior mass walls) * §15o(d): Minimum R-13 raised floor Insulation In frame floors;minimum R-8 in concret e raise fleets. . §t 50(q: Slab edge insulation- water absorption rate no grater than 0,3%,water vapor transmision rate V a EN E RA L INF 0 R M AT 10 N / I I *1. 1 4 ", , no greater than 2.0 perm/inch. -� Z �� Ft' Average Ceiling Height :....,.... Ft total Conditioned Floor Area: ........ ... f W §118: Insulation specified or Installed meets California Energy Commission quality standards. I � ; , 1. Indicate type andtorm. Conditioned Slab Floor Area: , g. .Ff ! n 6 C""1 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 3uilding Type Single Family Additioni.L ' �y e. check one or more ' § limit air leaks I/ the ) .., ped to im s designed g d aced f, ..' between conditioned and unconditioned sp 9 , an windows a . . :;, I i, �. f....�( s d d t. Door wh Multi Family _ Existing Plus Addition 2. Manufactured fenestration products have label with certified U-value,and infiltration certification, 3. Exterior doors and windows weatherstripped; all Joinsts and penetrations caulked and sealed. NIA .. North / South / East Wes All Orientation h + i. I ' =tont Orientation r= ❑ ❑ ❑/ ❑ ' §150(g):Vapor barriers mandatory in Climate Zones 14 and 16 only. i f _ , Dumber of Stories (••••• §15o(f): Special Infiltration barrier installed to comply with 151 meets,Corhmislon quality standards, N/A i ; r . i Vumber of Dwelling Units •• 4...... I ' T` F' 150 e : Installiation of Fireplaces, Decorative Gas Appliance and Gas•Lbgi i I' loo circle one or both) § O P =1oor Construction Type Slab�/ Raised F ❑ ( ` ly' r 1. Masonry and factory-build fireplaces have: �j a. Closeable metal or glass door. / - Z6' , l BUILDING SHELL INSULATION 1 ((((((f�� "Ill b.Outside air Intake with damper and control. N�A Construction 1 " i c. Flue dumper and control. ��" Component Frame Insulation Assembly Location / Coments // d U Value attic to garage, typical, etc) e f .� l��'`'�'��7.�.piw�.r�r D' 0 W z -t-I P. No continous burning gas pilots allowed. Type Type R-Value ( , Space Conditioning, Water Heating, and Plumbing System Measures © � 'f' R ............................................................ HVA equipment,water heaters, showerheads and faucetd certified by Commission. �/ O > §110.13. C equ p CCA Nall........... ........vanod........ R1.3..................... Q,Q38....................................... z Heating d or coolin loads calculated in accordance with ASHARE, SMAGNA or A � §150(h), H8 gen / 9 ✓ Nall ........... .......................... ............................. - 0 i : Set back thermostat on all applicable heating systems. O,Q34,. �'� W Q §15 O 100f...................N(Rgd........ f13.Q..................... §150(1): Pipe and Tank Insulation ''`� r Energy Factor less than 0.58 must be externaly wrapped wi loot,..,....,.. 1. Storage gas wet erheaters rated with an E 9Y .............................................................................................. , i 7 lotion haven an Installed thermal resistance of R-12 or greater. =1oor...,...... ,yyaAd........ RID..................•„ Q,037........,....................I.......... x insu g � d R-4 or reater , - k non rearculatfn systems, insulate g -loot.,,,...... ter ter tan y ................................... .............,...........................,....,.....,.,..................................,..,......,.,......,. �. -.- , F 5 feet pipes closest to water hes 9 - 2. First of _.. 1P1 � � -. i z ' , ' O O s have R 12 water tank slab Edge e tank or other Indirect hot g Ill N�� rQ__C3_ 2. 3. Back-up tanks for solar system,unfired storag s, """"""""""""""""""""' ` z z P external insulation or R-16 combined internallexternal insulation. 4.All buried or exposed piping insulated in recirculating section of hot water system. e 55°F insulated. FENESTRATION Shading Devices . ` Coolie System piping below Q 5 g Y P P 9 -... __. i . I ".L 4< � a _ _ _ .__ _ .__ .. .. . 6. Piping insulated between heating source and Indirect hot water tank. :enestration Orien- New AreaFenestrationicenestratiorAem AreaNew-Rem Interior Exterior Overhangs t,. , e I U n talion ft' ) U Value SHGC (h') (ft Shading Att Shading Att /Fins - - _ - 0 150(m), Ducts and Fans with the ICB �rrientatlo ( - ' * ,1 1.All ducts and plenums constructed, instated, Insulated,fastened and sealed to comply w UMC cion 601 and 603; ducts Insulated to a minimum instated R 42 or ducts enclosedI••••••• ....,SRandard..... 1997 set =rout. ..,u.. ...6'6.5 ........................ .... r ; I l l .......r,.......... shall be sealed with mastic, tape,aerosol sealant or of er meront..... StsiOdard.... a entirely within conddroned space. Openings """'"""""' """""""""" """""""""" P i +�, , .Standard, I^I c closures stem that meets the Icable requirements of UL181,UL181A or UL181 B and othe Left. "' """""""""""" """""""""" 1 RAWN K�Y `4 duct y PP $.. . .,7 ...... .... ..................... , „I ' N is D _LJapplicable specified tests for longevity given in 150(m). :eft.,...., Stalindard.... is r... - .....SSandacd. . Q 2. Fxaust tan systems have back draft or automatic dampers. Rear,,,,,. W....,,..,.. ,,;,:. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible Rear...... S.tsndatd.... > i manually operated dampers. N ALL .......... ........^,,...... ....Standard..... DATE 24 I Right...., ............ ... .�'.... LI t t4: Pool and Spa Heating System and Equipment ""' ' Standard.... Right..... .................... .................... .... .,..................... ...........,.,...... _ Jl1N � I ��I Y 1. System Is certified with 78%thermal efficiency,on switch,weatherproof operating instructions, """""""""""' S1all.datd..... no electric resistance heating and no light. Skylight.. ...Al ndatd.... ®�� CHECKED 2. System Installed with: N/A Skylight.. / > (' n a.At least 36*pipe between filter and heater for future solar heating. .111-3.> ...1!,, ,F 3..., < 0.20 X Zil.:�... 0.K. SCALE A5 SHAWN TOTAL •••••• """" _ b. Cover the outdoor pools or outdoor spa. I/ ""'•.. 3. Pool system has directional Inlets and circulation pump time switch. §115: Gas-fired central furnace, pool heater,spa healer or household cooking appliance have no # continously buring pilot light. (Exception: nonelectrical cooking appliance with pilot < 150 Btu/hr.) -- - -. -:_... . . _ SHEET Lighting Measures 150(k)l. Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumenslwatt . §150(k)2, Room with a shower or bathtub must either have at least one luminaire with (amps with an Il ti ' 1 efficacy of 401umensiwatt or greater. E 1= I -- /`� I . I. f noised July 1899 ._._.. l C I I I � �J It ` (uoI I; I- I - i Y ----i. ,.� M'.t . _FFT _rT i- I � 21 I 31 �� 41 I 5 �I�61 8 t 2 3 4 5 6 7 6 9 10JT111 12 13 14, 15 . L� I REVISIONS BY) NERAL NOYES" 5HEAR WALL 50HEDULE f MDATION • WHERE PRACTICAL, EXCAVATIONS WILL BE MADE A5 NEAR A5 POSSIBLE TO THE NEAT LINES NOTES: L REQUIRE[) BY THE SIZE AND SHAPE OF THE STRUCTURE. NO MATERIAL WILL BE EXCAVATED �� 0 I © 2 ® a LIX REQ • ANCHOR BOLTS ARE 518 0 X 10 , SPACED 0 6 0 O.C. MAX (U,N.0), MIN 2 A.B. ON ANY UNNEGE55AKILY. A5 EXCAVATION PROGRE55E5,CONDITION5 MAY DEVELOP REQUIRING CHANGE5, SILL PLATE MEMBER. ALSO SEE SHEAR WALL SCHEDULE. I/2" 5/b" SUCH CHANGE5 WILL BE MADE ONLY A5 DIRECTED BY THE 501L OR 5TRUCTURAL ENGINEER. I K • MUD51LL5 5HALL BE PRE55URE TREATED. • FOR WALL AND POST LOCATIONS SEE ARCHITECTURAL PLANS. 463 ° 260 520 990 160 420 290 640 1260 1T0 910 ONC E • HOLDOWNS WILL BE INSTALLED ON 4X POSTS OR ON DOUBLE STUDS U,N.O, E06E NAILING bd o 6" bd o b" 9d a 4" bd o 4" bd 0 9" ad a 9" lod 0 2" lode 2" lod 0 2" lOd a 2" • CONCRETE FOR ALL SLABS, FOOTING5 AND PIERS WILL HAVE A MINIMUM ULTIMATE COMPRE651VE • PROVIDE #4 TSB DOWELS AT(N)TO (E) FOUNDATION. EMBED 5"WITH SET EPDXY 84 INTERIOR ad o 12' bd 0 IT 9d • 12" bd o I2° bd 0 12' 8d a i2" IOd 0 12" lOd 0 12" IOd 0 12° lode 12" 5TRE55 OF 2500 P51 AT 28 DAY5, EXTEND 24" INTO (N) FOOTING. NAILING SILL PLATE' SIZE 2 X 2 X 2 X 9 X 2 X 9X 3 % 9X 3X % • MAXIMUM 5LUMP WILL BE 4", • MAXIMUM AGGREGATE SIZE WILL BE 11/2 , 20d o I I/2" Ibd o 4" 20d • I" god • I I/2" 2oa • I" sod • I IED god • I" • DOWELS, ANCHOR BOLTS, AND OCHER EMBEDDED ITEMS ARE t0 BE SECURED IN PLACE BEFORE (FOUNDATION NOTES) SILL NAILING Iba o e" Ibd a a" Ibd p 5" gTA66ERFD 5TA66EIRED STAGGERED STAGGERED STAGGERED 5TA66 CONCRETE 15 POURED IN PLACE, - " 1.590+1.550 " 1.510 0 12" L5g0 o I2" 1.590+1.550 (2)1.550 e i2" • MINIMUM COVER FOR REINFORCING WILL BE 3" FOR CONCRETE CAST AGAIN5T THE EARTH AND 2" L510 012 A95 0 12" 1.510 . 12 BOTH 510E5 L5go • I2" BOTH RIDES 0 R OR BLOCK NAILING Ibd • 9" OR OR • 12 OR OR OR OR OR OR L5g0+1.5'10 FOR CONCRETE GA5T IN FORMS, EXP05ED TO WEATHER OR EARTH OR OR , L55o+L55o (2)L5 0 0 Ib (2)1.5'10 0 Ib" 0160 CLIP ANGLE A95 a 16 " 1.510 0 16 " L5g0 0 Ib" L5g0 0 Ib" (2)1.550 0 Ib" (2)1.550 • 16" • OPTIONAL COLD JOINT5 MAY BE U5ED WHERE 15 5HOWN. THE COLD JOINTS MUST BE CLEAN, FREE • Ib 80TH SIDES BOTH SIDES OF EXTKANEOU5 MATERIAL5, AND INTENTIONALLY ROUGHENED, • 20" O.G. ~ " O.G. 0 12" O.G. O.G. 0 1 ' O.G. • 15" OC. a 10" O.G. 0 5/8" DIA. p 4'.O • I(i" 18" O.G. 12 • ALL CONCRETE 15 TO BE REINFORCED UNLE55 NOTED"UNREINFORCED CONCRETE"ON DRAWING5. NOTES: ANCHOR BOLTS �/1 CONCRETE BLOCKS MASONRY • THIS ROOF STRU CTURE IS DESIGNED FOR A ROOFING WEIGHING 3 PSF. • ONLY SHEAR WALLS AND BEARING WALLS BELOW THE FRAMING PLANS ARE SHOWN. • U5E GRADE N 13LOCK5 CONFORMING TO A5TM 5PECIFICATION C-90. REINFORCE A5 5HOWN ON THE FOR OTHER WALLS SEE ARCHITECTURAL PLANS. zV 1 DRAWING5. U5E UBC HIGH LIFT CON5TRUCTION. F'm=1500 P51. d • MORTAR MIX MU5T CONFORM TO UBC TYPE M OR 5. • ALL HEADERS ON BEARING WALLS ARE 4X12 DF#1 U.N.O. ~ c6 • FILL ALL CELLS OF WALLS WITH CONCRETE HAVING AN ULTIMATE COMP KE551VE STRENGTH OF A .� yvoU 2500 P51 AT 28 DAY5 AND A 5LUMP THAT WILL ADEQUATELY FILL THE CELL5. • HOLDOWNS SHALL BE INSTALLED ON 4X POSTS OR ON DOUBLE STUD5 U.N.O. 0.4 • PROVIDE CLEAN OUT5 AT THE BOTTOM MA50NKY COUR5E OF EACH CELL. STRUCTURAL MEMBERS & CONNECTIONS CHART �"� < � • PROVIDE 5PECIAL IN5PECTION CONFORMING TO 1701.5.7 5ECTION OF UBC WHERE SPECIFIED ON • THE TIEDOWN5 SHOWN ON A FRAMING PLAN ARE CONNECTING THE WALL BELOW TO THE FLOOR BELOW OR TO THE FOOTING. z NI DRAWING5. (DENT. DESCRIPT. SIZE MATERIAL CONNECTIONS SUPPORTS REMARK c�+ O N • USE FOR ROOF SHEATHING 1/2" (MIN) PLYWOOD GRADE C-C, C-D, OR BETTER WITH THE RF1 RAFTER 2x10 DF#1 U210 SKU. BEAM AT 24" O.C. M"� �.. REINFORCING STEEL DET.A27 BRC.WALLS E FIELD VERIFY EXPOSED GRAIN PERPENDICULAR TO THE RAFTERS. NAIL WITH 8d 6 O.C. EDGE AND o OUS UNDER THE RF2 RAFTER 2x6 DF#1 DET.At & BEAM,h AT 24" O.C. • ALL STEEL REINFORCEMENTWILL BE DEFORMED BAR5 CONFORMING TO A5TM DESIGNATION A615 12"O.C. IN FIELD.THE PLYWOOD DIAPHRAGM MUST BE CONTINUOUS A7 BRG. WALLS DET. A40 AT RIDGE CALIFORNIA FRAMING. GRADE 60 FOR #4 AND LARGER AND GRADE 40 FOR #3 AND SMALLER, • LAP ALL REINFORCING 5PLICE5 A MINIMUM OF 30 BAR DIAMETERS BUT IN NO CA5E LE55 THAN 18"' • PROVIDE HANGERS FOR RAFTERS AT VALLEY BEAMS. R 1 B EAM 4x12 DF#1 (E)PC44 4x4 POSTS FLUSH WITH CEILING, • ALL KEBAK5 WILL BE CLEAN AND FREE OF EXTRANEOU5 MATERIAL5, 2-SPANS R2 B EAM 4x10 DF#1 DET. B1 4x4 POSTS HEADER LUMBER R 3 BEAM 61/8x131/2 GLULAM (E)CC61/4-6 4x6 POST,4x6 RIDGE, BELOW RAFTERS, 24F-V4 POST TO HEADER W/STANDARD CAMBER • ALL WOOD MEMBEK5 WILL BE DOUGLA5 FIR #1 EXCEPTS WHERE 15 SHOWN OTHERWI5E. R4 B EAM 31/2x14 PARALLAM DET. B1 44 POSTS HEADER • ALL 51LL5 AND OTHER MEM13ER5 LOCATED WITHIN 6" OF FIN15H GRADE WILL BE PRE55URE 2.0 E TREATED DOUGLA5 FIR OR FOUNDATION REDWOOD. • ALL NAILING WILL BE PER UBC TABLE 23-II-13-1, NAILING 5CHEDULE UNLE55 NOTED OTHERWISE. • GLULAM 13EAM5 WILL BE COMBINATION 24F WITH EXTERIOR GLUE AND 5TANDARD CAMBER U.N.O. (ROOF FRAMING NOTE5) • THE PROV1510N5 OF 5ECTION 2320, 1997 UBC WILL APPLY IF THE 5TRUCTURAL PLAN5 DO NOT PROVIDE SPECIFIC INFORMATION. caFAR HaAI I AND FRAMING CONNECTION NOTES, ,, O I. Q' SYMBOL INDICATES THE SHEAR WALL. THE NUMBER INSIDE THE TRIANbLE INDICATES THE w No. TYPE OF SHEAR MATERIAL AS SHOWN ON THE $HEAR WALL SGFEDULE. THE FACE OF THE WALL " 11 MISCELLANEOUS 09 YWOOD WHERE THE SHEAR MATERIAL 15APPLIEp 15 AT THE CONTRACTORS OPTION. '4" SYMBOL INDICATES PLYWOOD APPLIED To BO SIDES OF THE WALL, c� • • TYPICAL DETAIL5 WILL APPLY WHERE NO 5PECIFIC DETAIL5 OR 5ECTION5 ARE GIVEN, 2 THE SHEAR ►HALL PANEL LENGTH INDICATED ON TFE PLANS MUST BE MEASURED FROM THE PLYWOOD SUBFLOOR WILL BE T&G STRUCTURAL 1 WITH EXTERIOR GLUE. • THE CONTRACTORWILLVERIFYALL DIMENSIONS,ELEVATION5 ANDCONDITION5 PRIOR STARTING OUTSIDES FACES OF THE 5HEAR PANEL POSTS. THE EFFECTIVE LENGTH OF THE SHEAR PANEL IUSED FOR LATERAL GALGULATIO145) 15 MEASURED FROM THE CENTER OF THE HOLDOWN CON5TRUCTION. ANCHOR BLOLT TO THE OUTSIDE OF THE OPPOSITE POST OF THE SHEAR PANEL. SEP 2 O 2001 • ANY DEVIATION5 FROM THE PLAN5, WHICH ARE NECESSITATED BY FIELD CONDITIONS OR ANY THE FAIN, MEMBERS AT ABUTTING PANELS MUST BE 9X MEMBERS.EXCEPTION, MAY 8E 2X. `r �G GENERAL AND SPECIAL INSPECTION CONDITIONS DIFFERENT FROM THE THOSE INDICATED ON PLAN5 WILL BE CALLED TOTHE ATTENTION a, PLYNIOOD USED FOR 5HEAR WALLS SHALL BE GRADE G-D,G-G, OR BETTER. OF THE StRUCtURAEENGINEER.KEQUIRED,RS CO K 15 TO gE5 COORDINATE[) 50 THAT COOPERATION 5 � PLYwo0D MUST BE BLOCKED AT ALL EDSEs. • TESTING AND INSPECTIONS WILL BE INCOMPLIANCE WITH 1997 UBC,CHAPTER 17. BETWEEN 51O TRAD • ALL DIMENSIONS TO LAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS b. 8d AND lOd NAILS SHALL BE GALVANIZED EIOX OR COMMON NAILS. THE SILL NAILS•SHALL BE COM4"ION NAILS. POWER DRIVEN FASTENERS WILL NOT BE PERMITTED ON EXTERIOR OR SHEAR OR DETAIL5. 5. • NOTES AND DETAIL5 ON DRAWING5 SHALL TAKE PRECEDENCE OVER GENERAL NOTES OR TYPICAL BRACING AND SHORING 1. THE HARDWARE SHOWN ON THE MANS AND CHART ARE 51MP50N OR EQUIVALENT, THE CONTRACTOR WILL PROVIDE TEMPORARY BRACING AND 5HOKING DURING THE CON5TRUCTION UNTIL DETAIL5. 9. ALL MUD SILL ANCHORS SHALL BE DIAMETER, EMBEDDED T" MINIMUM INTO THE CONCRETE W AND SHALL HAVE A 2"X2'%9/Ib' PLATE KA5FE'R. THE ANCHOR BOLT SPACING WALL BE 6'-0' THAT PORTION OF THE 5TRUCTURE SUFFICIENT 5TRENGTH TO 5UPPOKT SAFELY I75 WEIGHT AND LOADS SILLMAXMUS EXCEPT MINIMERE M ONIN oTHHEWhIOI (BEE SHEAR ►EACH SCHEDULE). EACH PIECE OF MUD L^J SILL MUST HAVE A MINIMUM OF TWO ANCHOR BOLTS,AND EACH A.B. NOT MORE THAN 12 INCHES OR LESS THAN 1 BOLT DIAMETERS FROM END. PLACED THEREON, ALL BRACING AND SHORING WILL BE DESIGNED TO SUSTAIN ALL CON5TRUCTION �^ LOADS, 501E LOADS, LATERAL LOADS,AND OTHER LOADS THAT THE STRUCTURE MAY BE SUBJECTED TO. q. PLYWOOD 5U8-FLOOR AND SILL NAILING TO BE NAILED INDEPENDENTLY. _ 1 10. THE ROOF 1 FLOOR PLYWOOD MUST BE NAILED TO THE JOISTS, RAFTERS, OR BLOCKS WITH E06E NAILINS AT COLLECTORS. HARDWARE it. SHEAR WALLS SHALL EXTEND FROM SILL PLATE TO ROOF OR SECOND FLOOR DIAPHRAGM, O USE SHEAR MATERIAL, BLOCKS,OR OTHER STRUCTURAL ELEMENTS TO PROVIDE A POSITIVE • THE HARDWARE U5ED FOR WOOD CON5TRUCTION CONNECTOR5 WILL BE MANUFACTURED BY CONNECTION BETWEEN OIAPHRA&M AND WALLS. SEE FRAMING 17ETAIL5 AND DETAIL Lt. OO 2 51MP5ON 5TRONG-TIE COMPANY OR APPROVED EQUAL. THE NAILING AND BOLTING TO THE 12. 2X 131-04KIN6 SHALL BE PROVIDED AT RIDGE BETWEEN MANUFACTURED TRUSSES (IF OCCURS). Z CON5TRUCTION ELEMENTS WILL BE A5 RECOMMENDED BY THE MANUFACTURER. 19. THE $14. FEAR WALL MATERIAL SHALL EXTEND TO THE PERIMETER OF THE DOOR OR WINDOW O i OPENING. DRAINAGE PROVIDE E06E NAILING TO POSTS OR DOUBLE STUDS THAT HAVE STRAPS OR HOLDOY06 ATTACHED TO THEM. 15. PLYWOOD JOINT 1 SILL PLATE NAILING SHALL BE 5TA66ERED. �+ V • SLOPE ALL FIN15H GRADE5 ADJACENT TO FOUNDATION AWAY FROM THE BUILDING. c1d Tn • DIRECT WATER FROM ALL DOWN5POUT5 AWAY FROM THE BUILDING U51NG CONCRETE 5PLA5H Q 0 z O � BLOCKS. A 1 W DISCREPANCIES M o V. • THE CONTRACTOR WILL COORDINATE THE 5TRUCTURAL DRAWING5 WITH OTHER MECHANICAL AND ELECTRICAL DRAWING5 A5 TO LAYOUT DIMENSION. ALL DI5CREPANCIE5WILL 13EREPORTED TOTHE Aj ENGINEER FOR PROPER ADJU5TMENT BEFORE PROCEEDING WITH THE WORK. DRAWN KBW DATE. .i-I REFERENCE TO OTHER DRAWINGS Y CHECKED • 5EE ARCHITECTURAL DRAWING5 FOR LAYOUT DIMEN5ION5, ELEVATION5, DEPRE5510N5 IN 51-AB, OPENING5 IN WALL5 AND ROOF, PAVING, GURB5, PARAPET5, EXTERIOR GKADE5, ROOF 5LOPE5, SCALE A5 5HOWN CRICKETS, AND DRAIN5. SHEET oMI59lON8 II SEP 2 4 001 • IN THE EVENT THAT CERTAIN FEATURE5 OF THE CON5TRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR 5PECIFICATION5, THEN THEIR sl" CONSTRUCTION WILL BE OF THE 5AME CHARACTER A5 FOR 51MILAR CONDITION5 THAT ARE 5HOWN OR CALLED FOR. a I �jl l 21 I 31 41 I 51 81 1 2 3 4 5 8 7 8 9 10 11 12 13 14, 18 t ri, ItllNIN BY LEGEND 10 110 OUTLET LEGEND INCANDESCENT LI6HT 16'-1 " INDICATES WALL5 TO BE ADDED LI6HT ONITCH - - - - - - - INDICATES WALL5 TO BE REMOVED _ FLORESCENT LI6,HT/PAN (:Omsd INDICATES WALLS To REMAIN FLOORE5CENT LI6HT �{ ` ❑ RECESSED CAN LIGHTS r F I WALL MOUNTED EXTERIOR LIGH W � v1 M � A yOU � BEDROOM BEDROOM BEDROOM BEDROOM a � u4c S.D. z 04 W cn N l 0 z � `� 0000 G FAMILY FAMILY A r, LEI S.D. S.D. 0 0 0 10 .6 BEDROOM BEDROOM (N) 6066 OPEN'6 2666 3 S.D. BATH BATH /Q1 — // , o I \ IIII \ / 12' x4' - - - - -- - - -�_? C � - - - 15KYLI6HT I � n ❑ IGBO� ER53„ N M. BEDROOM ' o U , PINI IL - - - - - - - - - - - - - - 11 I - - - - - - - - - - - - - - / 2468 r - - � cw Z46Z M5 48 BEDROOM i i i l i i " LIVING - aL BEDROOM I I0-10 I �r — I 1 I— _ I x� I� LU u i KITCHEN �"—� �-' KITCHEN I i _ 0 Z REMOVE (E) WINDOW ri REPLACE W/ DOOR 0 I I9' 2666 = r 7d I J CON PO ""'"Y•� � � MIN FIRE ASSEMBLY I� Y m SELF CL05INS 8 Type. 'K 4r Im, $61W; SOLID DOOR 1�r C° � ! o < _ " A z ss a (N) GARAGE 9 ¢ w z o 0 EXI5TIN6 FLOOR PLAN v4 r-o" o � z - - - - - - - - - - - - - - - - - - - - - - - � A 0 a (V I I DRAwN KB1N 16010 I DATE 9"24 '©t Y CHECKED 221-211 50AL6g5 SHOWN PROPOSED FLOOR PLAN SHEET# 1/4"• r-o" SEP 2 4 001 B _.0000) r J) I ( 11 1 21 m I 3i �' 41 I 61181 1 2 3 4 5 l 7 8 9 10 11 12 13 14, 16 - 24" So. FTb REVISIONS BY I I ® I I (E) GONG. L g I 59 59 I I � � (E) ROOF 24" 90. PTO. I -- (N) 1/2" THK. PLY. (N) 2 X 6 RAFTERS ® S 98 I sLl NOTE; p wIP� i sa 24" O G I T6 D.F. #2 5EE SECTION (N) 4 X 8 4 FRAMING PLANS 59 I I o (N) 2 X 8 LED6ER NAILED (E) WALL FOR OTHER NOTES V`V (8) 16d NAILS ® Ib O.G. H p.— (W Z X 8 LEPOER NAILED Al) 186 ILS • 16" O.G. 4 TUD SLI C�10I N I I - I I I / ,� u x 52 I DETAIL 3/4 - I 0 , , - I 5L8 PROVIDE (5) 2" 121A. VENT - _ _ _ - _ - _ - HOLES @ EACH RAFTER SPACE I I AREA OF VENTS SHALL NOT BE I j LESS THAN 1/150 OF SPACE (N) 2 X 8 G.J. @ Ib" O.G. I 4" THK. GONG. SLAB SHEATING VENTILATED. D.F. #2 j bb x& X w2.0 I Z I I M Z '4 I DEEP SCORE I Q / v 0 W cn O O 0 0 O O O I Q H � � 52 I i z Q � N TOP PLATE R4 I �6 I I I 2 BILK IG VENT DETAIL 5/411 = 110 '1 ROOF FRAMING PLAN ` `* b- - - - - - - - - - - - - - - -- - - - - - - - - - - � 5Ly 53 4" THK. R-30 RIGID 2 INSULATION 5-I (N) 4X6 DET. 2/51 RAFTERS (N) 2X6 RAFTERS @ THROUGH-ROOF 48" O.G. 1.5117 1 24" O.G. D.F. #2 E) ROOF FF EXHAUST VENTq -3(N) I " THK. PLY 12 G58 2 FES$l0CRICKET �Q'`OPGEC'66 SLOPE HOT MOP (r) 4 10 HDR c; I I'-5 ROOF TYP. W.�1 ® L2 4 � ' 4 OPE FOR I2 u; LI6 6' S" 35 SLOPE 3 Q D L 2 4 114 Q (N) BAT SEP 2 02001 0 0 z 1/2 GYP. BD. x n rT� Z TYP. ri P52 Fy-I I uT� 6 ; ►� (N) BEDROOM I X ALL X6 M .F#2 (W 4X8 D.F#2 V r (E) F LY I ® ( ST6296 r r �I ® BL X .Q W 2 X 8 RIDGE i 4X8 DR (fU4X8H R 12 I - # H �2 o Q p a NOTE i ]MII u - 3�r �I -J p x � 0 PROVIDE 2X6 RFATER9 GOLLEGTER I ,� p x p o 24" O.G. BETWEEN (N) • 4X6 RAFTERS. d; DET. G58 57 296 o T.P. p PROP05ED REVISION i TO BLO K5 rJ n n n- �— " — - - - - - - - - - - - — Q BUILDING SECTION BI 3/8 - 1 o F4 Q 52 A'i12 1 ' fit.— I THE iii Z " GOLLEGTER 2 5" X 15 SCREENEDVENT INDICATES Q 0 L q -3 I x (6) TOTALLING 1/150 OF 0 Q a DET. G61 I 52 ATTI AREA NAILED (N) I" THK. PLY REMOVE TH15 PORTION o SHEATH'G. OF RAFTERS 5EE ABOVE SECTION FOR NOTES 52 0 GARAGE O Al (9) I6dLNA LS 0 Ib" O.0 z Z 5T6296 o T.P. EACH STUD l y -� TO BLOCKS W Q 00 z < � �, o u (L W (N) 2X8016" O.G. (N) 2X80161, O.G. - .p 2X8 Z S H D.F. 02 D.F. M2 -Ij -1N o d IL L v in m - w 0 4" THK. GONG. SLAB FnAto) z < < 60" X 6" WELDED x> r r Q W JWIRE MESH 10 GA. 28-01 If v W L CHECKED _1 Q 52 1- m W1=1 = I I- III INVERT GG ® HDR SCALE A5 SHOWN 6d 6d =1 I i—III=11 I- -;b � A'1 R4 # SHEET CURRENT CONDITION ;i 5 G -� I SE 2 4 2001 II BUILDING SECTION BI BUILDING SECTION "All 0 ROOF FRAMING PLAN 1/4°= 1 '-0° I Y 1.1 u r I I _I I 21 3 4► 5 161 1 2 3 4 5 8 7 6 9 10 ii 12 13 14. 15 ---- -- I3Y j, 5HEAR MATERIAL A5 OCCURS (� 7 SfVGGO flu. �jPLYWOOD SHEATHING I O PLYWD. SHEATHING, SEE FRAMING (jX �`T" 5 SEE 5HEAR WALL SCHEDULE �g SEE FRAMING PLAN FOR NAIL'6 PLAN FOR NAILING ^"-' ti 2. V • "� 6 7 FOR NAILING 2 2x LED6�R, SEE PLAN FOR �'ANt�t '3GG4�J 0 4x HEADER AS OCCURS 2x4 FLAT AT 4' 0.0. SIZE AND NAILING 8d AT 6" O.G. / ' S�R66 O 2x STUD WALL `l' 2x RAFTER r --- 5 n O ST2115 AT 48" O.G.- /�1 ii l' o) o A✓ � 1 �(I}k. 5H�►'�H� O4 2x BLOCKING II O 2x FASCIA q , I O 2x BLK. W/ -IOda EACH END O CRICKET Rol. �'op O2x RAFTER TO BEARING 10 2 WALL W/ (3) IOd TOE NAILS q X O STUD WALL 3 5 `_, 8 a A550 If Ifo aG, I O 8d AT b" O.G. 2 2 5 O TOP PLATES b 10 3 8 OBLK. NAIL'6 OR CLIP ANGLE AS OCCURS 3PER SHEAR WALL SCHEDULE T O CLIP ANGLE OR BLK. NAIL'6 NO SHEAR NO CLIP 8 A5 OCCURS PER 5HR. b WALL SCHEDULE 4 8 II OSHEAR MATERIAL A5 OCGUR5, SEE 5HR, WALL SCHEDULE FOR NAIL'& 0 SLOPED CEILING � 5 10 ALT. 0 q TOP PLATES 5 q 6d AT 6" O.G. 4 4 z O 10 10 (3) Ibd U.N.O. SHEAR MATERIAL A5 OCCURS, SEE 12 3 0 ID 5HR, WALL SCHEDULE FOR NAIL16 6 lI CEILING JOISTS ALTERNATE II EDGE NAILING 5 W LOWER ROOF AT WALL A�21 Q ROOF ,�T EA<VE All BALLOON FRAMED W,�LL AT RAKE Al � OBEAM OI SHEAR WALL, A5 OCCURS O PLYWD• SHEATHING W fz < v O2 POST 2 4x BLOCKING ROOF RAFTER Q � O CA O FULL LENGTH O OR TRU55 8 d 1 1 H U � O5 TOP PLATES 3 RAFTERS OR g 16d AT 6" O.G. ( 5 z N I O FLOOR JOISTS O 6 `" �' D N OKIN6 STUD (3-16d TO HEADER 3 04 HT5G30 q 2x CONTINUOUS I b Q oa AND Ibd ® 16" O.G. TO POST) 6 O BLOCKING O5 SEE DET. F4 5 O SHEAR WALL O STIR BOTH SIDES OF EACH P05T FOR NAILING 3 3 J6 CONTINUOUS O EDGE NAIL'6 1 STRAP CM5TI4 4 W/8d AT 5" O.G. 2 O3 7 BLOCKING AT W O.G. 17 5 0 4X BLOCKS Q 4 8O STI2 STRAP AT 4' 0,C. y 2 4 5 O A35 CLIP ANGLE 2 ' pE � .3008 G fin, BEAM TO P05T CONNECTION }31 COLLECTOR DETAIL C67 5HEAR TRArN5PER OETArIL E4 3/31105 .Q Oj FINISH GRADE Oj 1/2" EXPANSION JOINT _._ 3 MATERIAL -----. _. ' O VENEER SUPPORT I O 4 GARAGE SLAB 2 4 8" 5EE DETAIL SL5 5/ OCCURS 2 PAD GRADE O „ 0 5/8" x10" A.B. (TYP,) 02 4 AT BACK (AT b'-0" O,C. U.N.O.), ALSO VARIES AT SIDE OF �GE O (2) #4 T413 CONTINUOUS 2 1 U1 GARAGE SEE SHEAR WALL SCHEDULE OC r 1 0 FOR SPACING b 8 2 O3 COMPgCTED FILL v 4 4" CONCRETE SLAB (TYP.) 0 4" GRANULAR FILL � 4 _ ` 7O PAD GRADE I W O bxb-W2.OXW2.0 (TYP.) O #4 AT 24" O.G. 5 OMOISTURE BARRIER (TYP,) � b ° n ..•: O GOLD JOINT I I I_I I O (2) #4 O .4 ROCK (TYPJTYPI _N m e 7 8" STEM WALL CENTERED N 4 O aGN6 EXTERIOR 0 8 O ON THE FOOTING I a 2" SAND (TYP) •III—', '-" 77 O O EXPANSION LI #5 BAR T45 (TYP.) 4" CONCRETE SLAB WITH 3 12, MATERIAL ALAROUND (34II bXb-W2.OXW2.0 (TYP) I 0 0 oQ 104 15" 24" DOWELS AT 4'-0" 12" U,N.O. • 7 A O O.C. AT GOLD JOINT (TYPJ 10 6 4 o" Q Q z O GOLD JOINT (OPTIONAL) (TYP) 5 12" U.N.O. Z Q L I I Q 12 5 O V z zz 6 O TYPICAL EXTERIOR FOOTING SLI GA�RA67E EXTERIOR EOOTINCG SL5 � � w GARAGE! , SLABM AT A u H0U5� . SL6 _ DRAWN KBW Q ---- --- DATE 1J Y • CHECKED , SCALE A5 SHOWN SHEET # I 1 i. EP 2 4 2001 . Y Y n i I ' I 1 II 2 7 m ( 31 I 41 1 1 1 I 1 1 51 I 81 B I 1 2 3 4 6 8 7 8 9 10 1 IF 12 13 14, 15 v BY ALL THREAD HEAD BOLRT ii Q M5T46 STRAP �Lb,SNiNC� O DRIVEWAY TA-7HEXq ANC40K BOLT TYPE SEE CHART FOR DIAMETER II 2X BLOCK MODFi D81'All A DETAIL 040 II O 5 O GARAGE 5LA13 1 6 I I 5 2 5 u I HTTI6 5/804I SST024 II NUT OR BOLT HEAD n T �5 2x STUD WALL O 4" GRANULAR FILL 4 HTT22 spi 5/8"m 55TI324 II 01 2 � SLOPE MTT28B 5/8"m 55T820 II t(1 PH02 5/8"4' S5TBI6 O ST6256 0 PAD GRADE — 1 < ° ° " ° ° HD2A WWII) SOT1316 8" 8" I J — `! MIN, MIN, (5 6 O M4 T45 -III—III _ PH05 5/800 55T520 m FTER _III H05A 5/8"40 55TI320 PETAIL PHD6 WON$ 55TB28 O6 EDGE �8 O EXPANSION JOINT POST MATERIAL HDbA 'i/8"m 55TB28 L. NAILING •'• 5 2�—� 5 PHDB 7/8"40 HOLDOWN p : O SEE DETAIL "•• !2 q O WALL BEYOND 12„ 8 5STD26 A21, FOR �--() FOOTING 6 5 HDBA 7/8"W 55TB28 0 LED6ER •• HDIOA l/8"Q+ CONNECTION •'•••„ I 0 GOLD JOINT I 55TB28 H014A 100 O VALLEY HD20A 1 I/4"m BEAM O WALL I _ BEYOND H1215A 1 1/4"40 11 41 U x SKEWED HANGERS N 2x BLOCKS BOTH SIDES I V 1 SELECTION TABLE FOR ANCHOR BOLTS NOTE, 4 55TB ANCHOR BOLT I. IF THE CONCRETE FOOTING 15 EXISTING USE FOR p AMETER COLLECTOR DETAIL G5S GA�R�C�E SLP�B >4T DRI VEW/�Y 5L� z � ALL THREAD ROD OF THE REQUIRED SEE CHART DETAI�B _..... -- .-_._ __ _..__._. . . . _._. DIAMETER A5 THE ANCHOR BOLT FOR THE __.....__._-.._.__.__.. (7 15 -- Q M ►.. EMBED ROD WITH SET IGBO 52'19 --•-- EPDXY GROUT INTO A DRILLED HOLE. P05T 0 GRADE AND STEM BEYOND A U V (FOR 5/8" ROD EMBED 10", FOR -1/8" ROD, �1 v 0 EMBED 15") to PAD GRADE HOLDOWN 0 O 1/2" EXPANSION JOINT 2. IF THERE ARE EXISTING MUDSILL A9. AND O O (5) #4 EA WAY MATERIAL 1 AG Ill I THEIR NUMBER IS NOT ADEQUATE, INSTALL NEW 5 2 Z 5/8" ALL THREAD RODS A5 A.B. IN BETWEEN. 5 4" GONG. SLAB o v' N EMBED '1" WITH ET22 (ICBO 4x45) EPDXY INTO 03 POST IN THE WALL-SEE PLAN O SEE DETAIL SL5 Z Z 0000 EXISTING CONCRETE. 4 I 5 q A Q w �4 4" FILL OSILL PLATE W/TOE NAILS 5 IO 3 3. EPDXIED HOEDOWN ANCHOR BOLTS MUST ALL THREAD ROD-- b FINISH GRADE BE INSPECTED BY THE ENGINEER OF O > RECORD PRIOR TO THEIR INSTALLATION. IGBO APPROVED COUPLER 11 05 q4 ®24" EMBED 4" ° 5 OF ADEQUATE DIAMETER AND THREAD FOR HOLDOWN W/ ET22 a EXTEND 10" PAD GRADE SLOPE ANCHOR BOLT 11 O ° O 5AW GUT ° •• 55TB ANCHOR BOLT. • I-III_ III--I ' n TYPICAL FOOTING OR ALL THREAD ROD �1 SEE DETAIL SLS G u �I SEE CHART FOR DIAMETER O8 CONC. PAD 0! b ART III 8 DETAIL G 2 I_ S_EE PL_A-N STEEL TROWEL a � FINISH 8 HOLDOWN INSTALLATION DETAIL N T`•) L2 _ 10 P.T. SLEEPER SEP 2 0 2001 INTERIOR P05T FOOTING 5L50 FOOTING AT 5ERVIGE DOOR 51.8 oQ�ORssl y� /OFyc 1 411 a 6ARA6E SLAB ODETAIL �ro Q SEE D TAIL 5L5 a SL6 E i` r I PAD GRADE O #4 ® 24" DOWELS, EMBED 5" IF 02 EDGE NAILINb ROOF TRUSS OR RAFTERS MOISTURE BARRIER W/ ET22 a BEND A5 5HOWN W (IIDRIL.DIAPHRAGMS) PARALLEL TO SHEAR WALL 2x4 VERTICAL EACH SIDE O 4" SLAB RIENFORGED W/ 5 O EXPANSION JOINT OF TRUSS MUTH 2x4 FLAT 6X6-W2.OXW2.0 WIRE MESH MATERIAL ALL AROUND BLOCK BETYEEN.USE CONTINUOUS SHEAR MATERIAL SILL NAILING W/2x4 s V FLAT FRAMING 4 (E) GONG. SLAB [j In• PLYWooD oR TRuss As occuRs O4 �4 ® 24" DOWELS, EMBED 5" EDGE NAILING W/ ET22 a EXTEND IS" 6 2 [�] ROOF RAFTER OR TRU55 4 I 5 O (2) #4 Ta B 5 CLIP ANGLE `M.DIAPKWMS CLIP ANGLE I I 4 BETWEEN TRUSSES PER SHEAR WALL PER SHEAR WALL sC►�DULE 5 (E) STUD WALL, `/1 A5 OCCURS O (E) FOUNDATION 4" SLAB SILL NAILING EDGE NAILING 2° SAND 4" ROCK EDGE NAILINb CEILING JOISY OR _ O (FIORIZ.DIAPHRAGM) Tl;kW(SEE ROOF I FRAMING PLAN) SHEAR MATERIAL 1J EDGE NAILINb Q SHEAR MATERIAL DOUBLE SIDED I A z AS INDICATED ON PLANS SHEAR WAIL (SEE SHEAR WALL SCHEDULE) AS OCCURS SHEAR MATERIAL " I d, a clowimOUS THRU W CEILIN6 OR MAILBLOGK NG TO TOP 5 12" U.N.O. p4 u PLATE WITH SILL NAILING EDGE NAILING I I EDGE NAILING o z • � A w L L (E) TO (NJ 5L1�B DET�11. 5L38 G,hRA�GE SLAB AT HOUSE 15L41 r �+ . ° ° p U AT EXTERIOR WALL CONDITION AT INTERIOR WALL CONDITION DRAWN KBW GONG. SLAB r-LOOR DAA -- - ©� w7 -- Y CHECKED SCALE A5 5HOWN SHEET # SEP 2 11111 T , THIS DETAIL MUST BE USED IN CONJUNCTION WITH 7 SHEAR WALL SCHEDULE AND SHEAR WALL NOTES. N.T.5. .. By- S3 TYP I CAL SHEAR NALL CONNECTION DETAIL LI �F n _ 77 I I i 1 i I ( 11 I 2� T I 31 I ' 41 5 ITh91 1 2 3 4 5 8 9 9 10 11 t2 33 14, 16 r i r REVISIONS BY i V W A � Owj �j " u pq (N) STUCCO FIN. I/8"THK ¢ ~� ll ¢ 4 (2) LAYERS OF TYPE "D" z I—� NIS PAPER, 3 GOATS " " z o � N (N)GOMP. 5HINGLE5000 000 30 YR. 40 YR. aG '" z GRIGKET @ 1/4" (N) WOOD DOOR 12 A 4 PER, I FT. SKYLIGHT I TL [Ell (N) T-1-11 TD MATCH (E) VALLEY OLI �� DDU j (N) SECTIONAL GARAGE DOOR n PROPOSED FRONT ELEVATION 1/4's V-O' CRICKET (N)COMP. SHINGLES 30 YR. 40 YR. W LIJL o U Z 4/12 SLOPE 4/12 SLOPE IF W = z f H � 11 t (N) WOOD DOOR (N) DBL PANE NDOW j %�� O w °N '05 EFT SIDE ELEVATION U4 1'.0" W Z PROPOSED L o > 0 " 0 U (N)COMP. SHINGLES z : z ROOF PLAN I/4„=1 -O 11 30 YR. 40 YR. GRIGKET 0 p � _ A � w 12 � i 12 2 12 A u i 11 DRAWN KBW a ® Q FESSIpy �” 14o o I DATE > (N) T-1-1I TO MATCH (E) �' �1 0 0 a��ros CHECKED f r SCALE A5 SHOWN FOf t E� g SHEET # (N) DBL PANE WINDOW (N) WOOD DOOR FROP05ED RIGHT SIDE ELEVATION 1/4"■ r-o° A�2 ' it I1 T'T�T�T-''f'�"T� T�T�T�i�1� �T�i�T f'�f� I I tl I 21 I 31 1 X41 1 5i 1�1�91 1 2 3 4 5 8 7 9 9 10 ttl 12 19 tI 15 �