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08120072:r DB ENGINEERING 2021 The Alameda, Suite 360 San Jose, CA 95126 Tel: (408) 621 — 0114 Fax: (408) 261 — 1503 Email: mrstrung@aol.com STRUCTURAL CALCULATIONS PROJECT No.: PROJECT: 08108 Addition for Reddy Residence 20374 Clifden Way Cupertino, CA 95014 CLIENT: --- OWNER: --- DESIGNED BY: Dung Bui, REFERENCES: 2007 California Building Code Drawings by TN Design DATE: 3/2009 MAR ® 4 2009 PE., Revision 2 SUBMTTAL � � 0 Lateral Loading: Area, Height & Weight Data Date: October 20 1008 Firm: DB Engineering Job: 08108 (20374 Clifden Way, Cupertino) By: Dung Bui, PE FLOOR PLAN AREAS & SHEAR WALL GRID SPACING •Establish Geid 5pacinq anti -Floor PtaD4onfiquratian at Eacb-Level• iear W 0arA 2n 2n 2n 2n Page 1.1 of 1.3 MaxQuake All Rights Reserved Q08.4d d 2n n2n `�D 2n Page 1.1 of 1.3 MaxQuake All Rights Reserved Q08.4d Left 1 T14.75 4. all Spacing 14.5 2� 8.5 20.5 T T T Back Roof 2 d FI/Rf 1 10.75 R 1st Ft 1 Roof 2 d FI/Rf 1 24.75 R R R R 1 st FI 1 1 1 1 Roof 2 d FI/Rf 1 5 R R R R 1st F1 1 1 1 1 Roof 2 OE 1 23.75 R R R R 1stFI 1 1 1 1 Roof 2 d 0 FI/Rf 1 0.5 R R 1 st Ft 1 1 Roof 2 d FI/Rf 1 1st FI Roof 2 d FI/Rf 1 1st FI Front Roof 2 Typical OverhangF to B 1 Roof Block Area+OH Overall Depth a= 5.6 Zone B= Zone D= 2nd FI I Roof 1 64.75 Dpth of Roof 2nd FI Roof Block Area+OH 1035.63 477 818.625 1202.5 Floor Block Area Perimeter Wall 8 Right Roof Floor Block Block Area+OH Area Perim Overall Wall Width ©1995-2008 Archforms Ltd. Lateral Load Analysis & Construction Design Software TYPICAL DEAD LOADS wnd Area Calc - -Establish Dead Loads (Ibslsf)- Roof Interior Wall Roofing 4 Gyp.Bd 5 FLwdth Sheathing 3 (i1uE Framing 1 Framing 3 CV414t) Int. Finish Vt Rf Area Snow Other 191.875 58.25 L-R 10 6 155.875 14.5 58.25 Zone E= Ceiling Roof at 2nd FI 58.25 Insulation 0.5 Exterior Wall 1534.938 Typ OH 410 Framing 1.5 Ext Finish 10 1441.688 43.75 L to R Zone G= Gyp. Bd. 2.5 Shear 1.5 1 Other Framing 1.5 301.25 Hz Rf Area 2877 4.5 Insulation 0.5 1460.188 44.5 Vt Rf Area Oh Zone E_ Oh Zone G= Overall Depth 64.75 a= 5.6 Zone B= Zone D= 1 st Floor Dpth of Roof 1st FI Zone A= Zone C= Oh Zone E_ Floor Block Area 931.625 459 789.125 1107 22 Perimeter Wall 75 1 54.5 Oh Zone G= Overall Depth 64.75 a= 5.6 Zone A= 202 Zone C= 323 36 ASCE7 a = less of 10%of least horiz dim or 40%of ht but not less than 4%of least hodz dim but at least 3 ft. Sec 6.2 Low-rise 1 291.25 Zone B= OhZoneE Floor Gyp. Bd. 2.5 Floor 4 Int .Finish 22 Sub. Ft. 2.5 Other 1 1383.438 29.25 Zone D= OhZoneG Framing 1.5 17 Insul 0.5 42 Topping 1-1/2'=18psf 14.5 29 Hz VA Area Other 1 Zone A= 9.5 FLOOR HEIGHTS & WIND AREA 202 -Establish Floor to Floor and Roof Heights (ft). Zone C= Roof Roof Floor Pitch Height Height 381 X/12 N L Plan w/ both Legs> Roof 15% of Plan or Vert SW offset.Y? Enter Rf Ht & Pitch Rf 2 Area + OH = 4 5 2hd FI/Roof FB Zone E_ FB Zone G= 2nd FI Depth Rf 1 Area + OH = 3534 FI to FI Height 9 1st Floor Floor 2 Area = WI 2 Perimeter = 1st FI Dp - S it Zero S. Base/-6rawl c FB Zone E= 662 Ave. Sill to A Ht FB Zone G= 662 Slab/Foundabor Floor 1 Area = 3287 Wind Ht.@Ridge 14.00 Wit Perimeter = 247 Wind Ht.@Gable 14.00 Ridge F to B L to R Mean Roof Ht. 14.00 Runs? y y ht < 60 ft. Rf ht < least horiz dim. Front Roof 2 Typical OverhangF to B 1 Roof Block Area+OH Overall Depth a= 5.6 Zone B= Zone D= 2nd FI I Roof 1 64.75 Dpth of Roof 2nd FI Roof Block Area+OH 1035.63 477 818.625 1202.5 Floor Block Area Perimeter Wall 8 Right Roof Floor Block Block Area+OH Area Perim Overall Wall Width ©1995-2008 Archforms Ltd. Lateral Load Analysis & Construction Design Software TYPICAL DEAD LOADS wnd Area Calc - -Establish Dead Loads (Ibslsf)- Roof Interior Wall Roofing 4 Gyp.Bd 5 FLwdth Sheathing 3 (i1uE Framing 1 Framing 3 CV414t) Int. Finish Vt Rf Area Snow Other 191.875 58.25 L-R 10 6 155.875 14.5 58.25 Zone E= Ceiling Roof at 2nd FI 58.25 Insulation 0.5 Exterior Wall 1534.938 Typ OH 410 Framing 1.5 Ext Finish 10 1441.688 43.75 L to R Zone G= Gyp. Bd. 2.5 Shear 1.5 1 Other Framing 1.5 301.25 Hz Rf Area 2877 4.5 Insulation 0.5 1460.188 44.5 Vt Rf Area Oh Zone E_ Oh Zone G= Overall Depth 64.75 a= 5.6 Zone B= Zone D= 1 st Floor Dpth of Roof 1st FI Zone A= Zone C= Oh Zone E_ Floor Block Area 931.625 459 789.125 1107 22 Perimeter Wall 75 1 54.5 Oh Zone G= Overall Depth 64.75 a= 5.6 Zone A= 202 Zone C= 323 36 ASCE7 a = less of 10%of least horiz dim or 40%of ht but not less than 4%of least hodz dim but at least 3 ft. Sec 6.2 Low-rise 1 291.25 Zone B= OhZoneE Floor Gyp. Bd. 2.5 Floor 4 Int .Finish 22 Sub. Ft. 2.5 Other 1 1383.438 29.25 Zone D= OhZoneG Framing 1.5 17 Insul 0.5 42 Topping 1-1/2'=18psf 14.5 29 Hz VA Area Other 1 Zone A= 9.5 FLOOR HEIGHTS & WIND AREA 202 -Establish Floor to Floor and Roof Heights (ft). Zone C= Roof Roof Floor Pitch Height Height 381 X/12 N L Plan w/ both Legs> Roof 15% of Plan or Vert SW offset.Y? Enter Rf Ht & Pitch Rf 2 Area + OH = 4 5 2hd FI/Roof FB Zone E_ FB Zone G= 2nd FI Depth Rf 1 Area + OH = 3534 FI to FI Height 9 1st Floor Floor 2 Area = WI 2 Perimeter = 1st FI Dp - S it Zero S. Base/-6rawl c FB Zone E= 662 Ave. Sill to A Ht FB Zone G= 662 Slab/Foundabor Floor 1 Area = 3287 Wind Ht.@Ridge 14.00 Wit Perimeter = 247 Wind Ht.@Gable 14.00 Ridge F to B L to R Mean Roof Ht. 14.00 Runs? y y ht < 60 ft. Rf ht < least horiz dim. 191.875 58.25 L-R 10 6 155.875 14.5 58.25 Zone E= Ceiling Roof at 2nd FI 58.25 Insulation 0.5 Exterior Wall 1534.938 Typ OH 410 Framing 1.5 Ext Finish 10 1441.688 43.75 L to R Zone G= Gyp. Bd. 2.5 Shear 1.5 1 Other Framing 1.5 301.25 Hz Rf Area 2877 4.5 Insulation 0.5 1460.188 44.5 Vt Rf Area Oh Zone E_ Oh Zone G= Overall Depth 64.75 a= 5.6 Zone B= Zone D= 1 st Floor Dpth of Roof 1st FI Zone A= Zone C= Oh Zone E_ Floor Block Area 931.625 459 789.125 1107 22 Perimeter Wall 75 1 54.5 Oh Zone G= Overall Depth 64.75 a= 5.6 Zone A= 202 Zone C= 323 36 ASCE7 a = less of 10%of least horiz dim or 40%of ht but not less than 4%of least hodz dim but at least 3 ft. Sec 6.2 Low-rise 1 291.25 Zone B= OhZoneE Floor Gyp. Bd. 2.5 Floor 4 Int .Finish 22 Sub. Ft. 2.5 Other 1 1383.438 29.25 Zone D= OhZoneG Framing 1.5 17 Insul 0.5 42 Topping 1-1/2'=18psf 14.5 29 Hz VA Area Other 1 Zone A= 9.5 FLOOR HEIGHTS & WIND AREA 202 -Establish Floor to Floor and Roof Heights (ft). Zone C= Roof Roof Floor Pitch Height Height 381 X/12 N L Plan w/ both Legs> Roof 15% of Plan or Vert SW offset.Y? Enter Rf Ht & Pitch Rf 2 Area + OH = 4 5 2hd FI/Roof FB Zone E_ FB Zone G= 2nd FI Depth Rf 1 Area + OH = 3534 FI to FI Height 9 1st Floor Floor 2 Area = WI 2 Perimeter = 1st FI Dp - S it Zero S. Base/-6rawl c FB Zone E= 662 Ave. Sill to A Ht FB Zone G= 662 Slab/Foundabor Floor 1 Area = 3287 Wind Ht.@Ridge 14.00 Wit Perimeter = 247 Wind Ht.@Gable 14.00 Ridge F to B L to R Mean Roof Ht. 14.00 Runs? y y ht < 60 ft. Rf ht < least horiz dim. 1460.188 44.5 Vt Rf Area Oh Zone E_ Oh Zone G= Overall Depth 64.75 a= 5.6 Zone B= Zone D= 1 st Floor Dpth of Roof 1st FI Zone A= Zone C= Oh Zone E_ Floor Block Area 931.625 459 789.125 1107 22 Perimeter Wall 75 1 54.5 Oh Zone G= Overall Depth 64.75 a= 5.6 Zone A= 202 Zone C= 323 36 ASCE7 a = less of 10%of least horiz dim or 40%of ht but not less than 4%of least hodz dim but at least 3 ft. Sec 6.2 Low-rise 1 291.25 Zone B= OhZoneE Floor Gyp. Bd. 2.5 Floor 4 Int .Finish 22 Sub. Ft. 2.5 Other 1 1383.438 29.25 Zone D= OhZoneG Framing 1.5 17 Insul 0.5 42 Topping 1-1/2'=18psf 14.5 29 Hz VA Area Other 1 Zone A= 9.5 FLOOR HEIGHTS & WIND AREA 202 -Establish Floor to Floor and Roof Heights (ft). Zone C= Roof Roof Floor Pitch Height Height 381 X/12 N L Plan w/ both Legs> Roof 15% of Plan or Vert SW offset.Y? Enter Rf Ht & Pitch Rf 2 Area + OH = 4 5 2hd FI/Roof FB Zone E_ FB Zone G= 2nd FI Depth Rf 1 Area + OH = 3534 FI to FI Height 9 1st Floor Floor 2 Area = WI 2 Perimeter = 1st FI Dp - S it Zero S. Base/-6rawl c FB Zone E= 662 Ave. Sill to A Ht FB Zone G= 662 Slab/Foundabor Floor 1 Area = 3287 Wind Ht.@Ridge 14.00 Wit Perimeter = 247 Wind Ht.@Gable 14.00 Ridge F to B L to R Mean Roof Ht. 14.00 Runs? y y ht < 60 ft. Rf ht < least horiz dim. 291.25 Zone B= OhZoneE Floor Gyp. Bd. 2.5 Floor 4 Int .Finish 22 Sub. Ft. 2.5 Other 1 1383.438 29.25 Zone D= OhZoneG Framing 1.5 17 Insul 0.5 42 Topping 1-1/2'=18psf 14.5 29 Hz VA Area Other 1 Zone A= 9.5 FLOOR HEIGHTS & WIND AREA 202 -Establish Floor to Floor and Roof Heights (ft). Zone C= Roof Roof Floor Pitch Height Height 381 X/12 N L Plan w/ both Legs> Roof 15% of Plan or Vert SW offset.Y? Enter Rf Ht & Pitch Rf 2 Area + OH = 4 5 2hd FI/Roof FB Zone E_ FB Zone G= 2nd FI Depth Rf 1 Area + OH = 3534 FI to FI Height 9 1st Floor Floor 2 Area = WI 2 Perimeter = 1st FI Dp - S it Zero S. Base/-6rawl c FB Zone E= 662 Ave. Sill to A Ht FB Zone G= 662 Slab/Foundabor Floor 1 Area = 3287 Wind Ht.@Ridge 14.00 Wit Perimeter = 247 Wind Ht.@Gable 14.00 Ridge F to B L to R Mean Roof Ht. 14.00 Runs? y y ht < 60 ft. Rf ht < least horiz dim. ht < 60 ft. Rf ht < least horiz dim. Wind Load Areas - Front to Back Page 1.2 of 1.3 MaxQuake ©1995-2008 Archforms Ltd. Date: October 201008 Firm: DB Engineering All Rights Reserved Lateral Load Analysis & Job: 08108 20374 Clifden Way, Cu ertint B : Dung Bui, PE Q08.1 Construction Design Software Horizontal Line Name Bay Lgth 1 14.5 2 8.5 3 14.75 4 20.5 5 6 7 8 Vert Roof Areas Sum Igth to line or mid line 2nd Roof Lgth of line to mid line �a9a G 2a Lgth > 2a Lgth < E G E 2a Lgth Int Lgth 2a Hip Lqth Rise at> Transverse Wind Rise at < R2 Area Hip/Gable B1 Area Hip/Gable D1 Area Slope Zone B2 Area GamG Slope Zone D2 Area s Sum Igth to line or mid line 7.25 14.5 18.75 23 30.375 37.75 48 58.25 1 st Roof Lgth of line to mid line 7.25 7.25 4.25 4.25 7.375 7.375 10.25 10.25 U2; 2a Lgth > 11.2 7.25 3.95 E i C`rEj 2a Lgth < 58.25 0.95 10.25 v I Ij 2a Lgth 11.2 11.2 C <-© hE Int Lgth 3.3 8.5 14.75 9.3 2a Hip Lgth 29.125 14.5 8.5 14.75 20.5 Za Rise at> 9.70833 3.7333 1.1 2.8333 2.0417 Longitudinal Wind R1 Area Rise at < 2.875 3.1 3.7333 41.81333333 42 Hip/Gable B1 Area 20.9067 20.907 20.907 20.907 20.907 240.941875 241 Hip/Gable D1 Area 120.471 14,135 14.135 53.125 53.125 124.55 124.55 49.135 49.135 Slope Zone B2 Area Slope Zone D2 Area W2 Area WI Zone A Area WI Zone C Area W1 Area 202 WI Zone A Area 100.8 100.8 323 WI Zone C Area 291 ; 6.5 132.75 83.7 Base WI Area WI Zone A Area WI Zone C Area Vertical Lift Zone E Area R2 Area Zone G Area Oh Zone E Area Oh Zone G Area R1 Area 662 Zone E Area 359.8 302.4 662 Zone G Area 359.8 302.4 22 Oh Zone E Area 1' 2 11.2 36 Oh Zone G Area 3.3 8.5 14.75 9.3 Horiz Rf & WI Areas 2a Transverse Wind FA D1 Ali 2a Longitudinal Wind M Wind Load Areas - Left to Right Page 1:3 of 1.3 MaxQuake All Rights Reserved 0 1995-2008 Date: October 20 1008 Firm: DB Engineering Job: 08108 (20374 Clifden Way, Cupertino) By: Dung Bui, PE Q08.1 Horizontal Line Name Say Loth A 10.75 B 24.75 C 5 D 23.75 E 0.5 F G Surr, loth to line or mid line 2nd Roof Lqth of line to mid tine 2a Loth > 2a Loth < 2a Loth int Loth Hip Lqth Rise at > Rise at < R2 Area. Hip/Gable B1 Area HiplGable Di, Area Slope Zone 62 Area Slope Zone D2 Area Sum"lgth to line or mid line 5,375 10.75 23.125 35,5 38 40.5 52,375 64.25 64.5 64.75 1st Roof Lgth of line to mid'line 5,375 5,375 12,375 12.375 2:5 2.5 11..875 11.875 0.25 0,25 2a Lgth > 11.2 5.375 5:375 0 4-r 2a Lgth < 64.75 10.7 0.25 0.25 2a Loth 10,75 0.45 10.1 0.5 Int Loth 24.3 5 115 Hip Lqth 32.375 10.75 14.325 5 23,75 0.5 Rise a t > 10.7917 3.5833 0.15 4,775 -3,567 R1 Area Rise at < 1,0417 1 d667 4.35 3,5667 0.1667 42 42 Hip?Gable 131 Area 20.9067 19.26 19.26 1.6463 1,6463 20.865 20:865 0.0417 0.0417 241 170 HiplGable Di Area 153.783 i19.78 119.78, 44.583 44.583 7 7, 1 0A 77,104 -71.96 Slope Zone B2 Area Slope Zone D2 Area Area WI Zone A Area �W2 i WI Zone C Area W1 Area 202 VVI Zone A Area 96.75 4,05 96.3 4.5 381 'All Zone C Area 218.7 45 117.45 Base WI Area WI Zone A Area WI Zone.0 Area Vertical Lift Zone E Area R2 Area Zone G Area Ch Zone E Area Oh Zone G Area R1 Area 410 Zone E Area 77.938 13.106 311.64 7.25 2,877 Zone G Area 77.938 1428.E 291.25 1071.8 7.25 22 Oh Zone E Area 10,75 0.45 10.7 0.5 42 Oh Zone G Area 24.3 9 13.05 Archforms Ltd. Lateral Load Analysis & Construction Design Software H Vert Roof Areas iaue_ ._.._G___-.__-_. E G �E hG---C�hE 2a Transverse Wind F G I G yl it u2. E G�E 0 E-fOhU f )hE 2a I Longitudinal Wind Horiz Rf & WI.Areas 2a Transverse Wind D. 2a Longitudinal Wind Shear Wall Segments Data, Lines 1.8 Page 3.1 of 3.2 MaxQuake ©1995-2DD8 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Wa , Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Segment (Seg) names a-g appear to show possible quadrants (q). Remove Segs not used. Move and add 1,2... to denote multiple (m) seg's in a quadrant, ie., N. See Variables: L : Seo I th. Ht: Sea h ht Ifrom Da 1). X: WI Opening. B: Bearin Wall? - B= es. E: Ext./Int. Wall? - E or I. S: Stacked Seqg above same row, -m & s L . 2nd Seg Wall Variables Seg Wall Variables Seg W6II Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E 1,2,3.. Wall Lines Run From Front to sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst Back 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht X B E S q-m Lg _ Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E_S a a b 22 8 E b b b b 16.5 8 E c 4 9 E c c c 4.25 9 c d 6 9 E d 4.75 9 E d 4.75 9 E d 20.5 9 d 33 8 E e e e e sum 31.56 Syst WS sum 4.75 Syst WS sum 4.75 Syst WS sum 24.51 Syst WS sum 49.50 Syst WS sum Syst sum Syst sum Syst HULg>2.0<3.5:adj V at c HULg>2.D<3.5:adj V at c Seg Lg adj to 2Lg"2/ht Seg Lg adj to 2Lg"2mt Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht X B E S q_m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht_X B E S q-m Lg Ht _X B E S q-m Lg Ht X B E S q-m Lg_ Ht X B E S i t sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst Seg Ht/Lg ratio limit is 2:1 for wood edge blocked panel at v = Tbl. 23D6.4.1, and HUL up tc a 3.5:1 at v' 2w/h. '3.5 >HUL >2.0'appears if between, 'HUL >3.5' if exceeded. See Tbl. 2305.3.4, for other mat. Shear Wall Segments Data, Lines 1.8 Page 3.1 of 3.2 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 201008 Firm: DB Engineering Job: 08108 20374 Ciifden Way, Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software Line 1 1 Line 2 1 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Segment (Seg) names a-g appear to show possible quadrants (q). Remove Segs not used. Move and add 1.2... to denote multiple (m) seg's in a quadrant, ie., U. Seq Variables; L : Seq I th. Ht: Seo h ht from pxg 1). X: WI Opening. B: Bearin Wall? - B= es. E: Ext./Int. Wall? - E or I. S: Stacked Seg above same row, -m 8 s L . 2nd Seg Will Variables Seg Wall Variables Seg Will Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht X_B E q-m Lg Ht _X B E q-m— Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q-m Lg Ht X B E q m Lg Ht X B E 1,2,3.. Wall Lines Run From Front to sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst Back 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S b 22 8 E b b b b 16.5 8 E c 4 9 E c c c 4.25 9 c d 6 9 E d 4.75 9 E d 4.75 9 E d 20.5 9 d 33 8 E e e e e sum 31.56 Syst WS sum 4.75 Syst WS sum 4.75 Syst WS sum 24.51 Syst WS sum 49.50 Syst WS sum Syst sum Syst sum Syst HULg>2.0<3.5:adj V at c HULg>2.0<3.5:adj V at c Seg Lg adj to 2Lg^2/ht Seg Lg adj to 2Lg^2/ht Base Seg Wall Vanabies Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables level q-m Lg Ht- X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht X B E S q-m Lg Ht_X B E S q-m Lg Ht_X B E S q-m Lg Ht X B E S i i q_m_Lg Ht_ X B E S sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst S HUL ratio t is 2:1 for wood edge blocked panel at v = Tbl. 2306.4.1, and Ht/Lg up to a 3.5:1 at v' 2w/h. '3.5 >HUL >2.0'appears if between, "HUL >3.5' if exceeded. See Tbl. 2305.3.4. for other mat. U1 Diaphragm Flexibility: LengthMidth Ratio & Drift Limits Page4.0 MaxQuake ©1995-2008 Archforms Ltd. Date: October 20 1008 Firm: DB Engineering All Rights Reserved Lateral Load Analysis & Job: 08108 20374 Clifden Way,Cupertino) By: Dung Bui PE Q08.4d Construction Design Software DIAPHRAGM DIVISIONS AND LENGTH 1 WIDTH RATIOS FLEXIBLE DIAPHRAGM LIMITATIONS ASCE7 Sec 12.3.1 & Sec1613.6.1 STORY DRIFT # # # I # # I Shear Wall/Collector Line +++++ Perimeter of Cantilevered Diaphragm Edge 11w Ratios <Tbl.2305.2.3,Cantilever d< 25' & 213 w, Topping<1-112' and WI Drift <Tbl.12.12-1 Actual Limit Roof 2 Line 1 2 3 4 5 6 7 8 Limitations: MaxTopping 1-112',Max Blocked Ratio4.0, Unblocked 3.0, all Cantilevers Blocked Eq. 23-2 12.12.1 qrid 1 1 1 2 3 4 5 6 7 8 Drift Limit =0.02 ht. A A 13 13 C C D D E E F F G G H diaph v 'r; ' •, V H Actuar Rfl I FI2 Line 1 2 3 4 5 6 7 8 Driftl.imit= Act Drift < Limit grid 1 14.5 1 8.5 1 14.75 1 20.5 1 1 1 1 Rigid? 1 2 3 4 5 6 7 8 Drift Limit =0.02 ht. aaaa adjust A 1.0.8 ; 1.35 ; 10.75 A Unblock 1.00 < 2.16 it IIII aaaa B aaun IIIIaa B h4 h4 h4 h4 Inter 24.8 i 1.71 u 2.91 u 1.68 # 1.21 u 24,75 Unblock Unblock Unblock Unblock Ih4 0,74 < 2.16 IIIIIIII aaaa C aaaa IIIIaa C tiU .h4 -,4lines 5 a 2.90 # 1.70 2.95 # 4.10 a 5 Unblock Unblock Unblock Ratio?4:1 0.69 < 2.16 nun= nil IIII at D 23.8 ; 1.64 n 2,79 IIIIIIII as it it n 1.61 # 1.16 i 23.75 D h4 h14 h4 h4 Unbock Unblock Unblock Unbfock 0.56 < 2,16 IIIIIIII IIIIIIII E IIaaII IIIIIIII E h4 h4 high 6.5 a 17.00 a a 41.00 0.5 Ratio>4:1 Ratio>4:1 0.81 < 2.16 aaaa F aaaa F ratio 1.04 < 2.16 blocks G G H diaph 14.5 8.5 14.75 20.5 fl vvay, e flnnlft, M,! H 0.54 0.90 0.83 0.55 0A7 Actual= < < < < < 1st FI Line 1 2 3 4 5 6 7 8 Drift Limit= 2.16 2.16 2.16 2.16 2.16 Act Drift < Limit grid 1 14.5 1 8.5 1 14.75 1 20.5 1 1 1 1 1 2 3 .4 5 6 7 8 Drift Limit =0.02 ht. A 10.8 + + 64.75 A ++++ +�++ ++++ B 24.8 + + 54 B D 5 + IT 29.25 G D 23.8 + + 24.25 D 0.5 E F F G G diaph 58.25 43.75 35.25 20.5 H Actual= If Gap? Check Load Dist btwn Jogs in Bldg - Cant wings out from Bldg Shear Lines. Drift Limit= Act Drift < Limit tm Load Distribution to Segments - RM & OTM Front to Back Lines Pg 5.1 of 5.4 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Wa , Cupertino) By: Dung Bui, PE 008.4d Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft= if'w',-snow RM= •if'w'.67; s'.9 OTM= if St'k Vnet*ht Vadj= V= SumV= Distrib lrib fl A/Sum flA trib W A/Sum wlA Sum lev. w*tdb area Wt/ft*L ^2/2k SumV*Ht*L L SumV from ad' Ln Ln%*Vmax SorW Vad•+Vabv+V 2nd %S %W %S %W %S %W %S %W %S %W %S %W %S %W %S %W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg WIft RM OTM Seg WIft RM OTM ---- Wind- -- — -- - --- -- -- - - ---- -- p= Vadj line 2 Vadj linelor 3 Vadj line2or4 Vadj line3or5 Vadj line4or6 Vadj line5or7 Vadj line6or8 Vadj line 7 1.00 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st %S 16.30 %W 14.41 %S 22.25 %W 20.56 %S 16.09 %W 16.8 %S 27.75 %W 29.44 %S 17.61 %W 18.75 %S %W %S %W %S %W Level Seg WIft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seismic -- - -- - - -- - --------- - -- 15,501 b 165 35.94 14.09 b 165 20.21 7.28 c 182 1.31 2.563 c 29 0.236 6.339 p= d 182 2.948 4.324 d 182 1.848 31.04 d 182 1.848 22.44 d 29 5.484 32.37 d 165 59.92 3.236 IF V> Base V & Seg >33% Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 1.30 V above V above V above V above V above V above V above V above N 1st Level V 2.527 Y 1st Level V 3.449 Y 1st Level V 2.493 N 1st Level V 4.301 N 1st Level V 2.73 1st Level V 1st Level V 1st Level V s Sum V 2.527 s Sum V 3.449 s Sum V 2.493 s Sum V 4.301 s Sum V 2.73 Sum V Sum V Sum V Base %S %W %S %W %S %W %S %W %S %W %S %W %S %W %S %W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg_ W/ft _RM OTM p= Vadj line 2 Vadj line 1 or 3 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 1.00 V above V above V above V above V above V above V above V above 12.3.4 Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V ASCE7 Sum V Sum V Sum V I Sum V Sum V Sum V Sum V Sum V Load Distribution to Segments - RM & OTM Left to Right Lines Pg 5.2 of 5.4 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui, PE 008.4d Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft= if'w',-snow RM= if'v/.67,'s'.9 OTM= if St'k Vnet*ht Vadj= V= SumV= Distrib trib fl A/Sum flA trib wl A/Sum wlA Sum lev. w*tdb area WUft*L qA2/2k SumV*Ht*Lq5-Lq SumV from ad' Ln Ln%*Vmax SorW Vadi+Vabv+V 2nd %S %W %S %W %S %W %S %W %S %w %S %W %S %W %S %W Level Seg W/ft RM OTM Seg W/ft RM OTM --- - Seg Wlft RM OTM - --.. Seg W/ft RM OTM Sag W/ft RM OTM Seg Wift RM OTM Sag Milt RM OTM Seg W/ft RM OTM Wind P= Vadj line B Vadj lineAorC Vadj llneBorD Vadj llneCorE Vadj IineDorF Vadj IineEorG Vadj llneForH Vadj line G 1.00 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V 2nd Level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st %S 3.89 %W 10.54 %S 24.88 %W 27.07 %S 24.67 %W 19.83 %S 23.03 %W 22.44 %S 21.37 %W 19.62 %S 2.03 %W 0.49 %S %W %S %W Level Seg Wlft RM OTM Seg Wlft RM OTM Seg Wlft RM_ OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg Wlft R_MOTM S_eg_Wlft RM OTM Seg_Wlft_ RM OTM Seismic _ la 165 0.167 2.414 1 380.6 32.38 32.12 1 332.4 2.394 7.454 15,501 lb 165 0.167 2.414 2 393.4 2.832 8.651 2 332.4 2.394 7.454 3 393.4 8.065 14.6 3 215.7 6.212 34.42 3 332.4 2.394 7.454 P= 4 393A 2.489 7.603 4 332.4 2.394 7.454 4a 29 0.099 1.26 IF V> 4b 29 H99 1.26 Base V & Seg >33% Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D o r F Vadj line E or G Vadj line F or H Vadj line G 1.30 >.33 V above >.33 V above >.33 V above V above V above >.33 V above V above V above Y 1st Level V 0.603 Y 1st Level V 3.856 Y 1st Level V 3.824 N 1st Level V 3.569 N 1st Level V 3.313 Y 1st Level V 0.315 1st Level V 1st Level V s Sum V 0.603 s Sum V 3.856 s Sum V 3.824 s Sum V 3.569 s Sum V 3.313 s Sum V 0.315 Sum V Sum V Base %S %W %S %W %S %W %S %W %S %w %S %W %S %W %S %W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM P= Vadj line B Vadj line A or C Vadj line B or D Vadj line C or E Vadj line D o r F Vadj line E or G Vadj line F or H Vadj line G 1.00 V above V above V above V above V above V above V above V above 12.3.4 Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V Base Level V ASCE7 Sum V Sum V Sum V I Sum V t Sum V Sum V Sum V Sum V -Z. -....................................................................... - - - Seismic Loa Distribution to Grid Lines Page 5.3 of 5.4 MaXQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 201008 Firm: DB Engineeri Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software BUILDING EAD LOADS 2nd Level Roof = 1st Roof 8 2nd Level Floor- 69.023 1st Level Floor = Total BIdQ Weight = 69,023 Line 1 14.5 2 8.5 3 14.8 4 1 20.5 5 6 7 8 Front to Back % of Total Block Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line trot % of Total Item Line Wt % of Total Item Line Wt % of Total Sum % Top 2nd Level wUft Roof 2 10 112 Ext WI 2 17 Ceil 2 4.5 Top 1st Level 112 Ext WI 2 17 Int WI 2 6 Floor 2 9.5 Roof 1 10 7.50 10,356 10.96 4,770 9.39 8,186 14.64 12,025 8.11 1/2 Ext WI 1 17 5.76 7,956 6.76 1,377 2.63 2,257 6.93 7,306 5.29 Ceil1 4.5 3.04 4,192 4.53 2,066 4.07 3,551 6.18 4,982 3.61 Top Base Level 16.3 < 22,505 > 22.25 8,213 > 16.09 13,994 > 27.75 24,312 17.61 > < > > 100 1/2 Ext WI 1 17 Int WI 1 6 Floor 1 9.5 112 Ext WI B 17 Ceil B Line A 10.8 B 24.8 C 5 D 23.8 E 0.5 F G H Left to Right % of Tolal Block Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line Wt % of Total Item Line % of Total Sum % Top 2nd Level wtlft Roof 2 10 1/2 Ext WI 2 17 Ceil 2 4.5 Top 1st Level E 1/2 Ext WI 2 17 Int WI 2 6 Floor 2 9.5 Roof 1 10 1.39 1,919 12.51 15,349 13.30 3,013 12.76 14,602 10.90 15 0.32 1/2 Ext WI 1 17 1.99 2,754 7.16 7,134 5.72 765 4.81 5,871 5.92 2,295 1.66 Ceil1 4.5 0.51 701 5.21 6,488 5.65 1,311 5.46 6,225 4.56 65 0.05 Top Base Level 3.893 < 5.374 > 24.88 < 28,971 > 24.67 5,088 23.03 26,699 21.37 2,805 2.032 100 112 Ext WI 1 17 Inl WI 1 6 Floor 1 9.5 1/2 Ext WI B 17 Ceil B C? Wind Force Distribution to Grid Lines Page 5.4 of 5.4 MaxQu'ake 1995-20OR Archforms' Ltd.. All Rlghts Reserved Lateral Load Analysis & Date: October 20 1008 Firm! OB Engineering Job: 08108 (20374 Clifden Way, Cu ertino B Dun Bui, PE QUAd Construction Desi n Software Wind Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Linel 7 Line 8 Front.to Back 12.8*1 ASCE7 Horizontal Distribut:or,_of Seismic & Wind. Forces for Flexible Oia hra ms 2nd Level Wind Ps Force = lb. zone Area PS fJp Zone Area Ps �!J LOC1Q urea Ps °!o Zone Area -. Ps Zone:Area Ps °Io i Zone Area P's % °!o Total Roof zone B Ps Roof zone D Ps 112 WI 2 zone .A Ps 112 Wl 2 zone C Ps %Wind.Ps E > E F > F E > E E 1st Level. WindPsForce = 3,235 Ib, Zone Area Ps % Zone Area Ps n,a Zone Area Ps % Zone Area Ps % Zone Area Ps % Zone'Area Ps % Total 112 WI:2;zore A. Ps 1l2W! 2 zone C Ps Roof 1 zone B Ps Roof 1 zone D Ps V2 k 1 zone A Ps %4 15.4 504 15.4 M WI1 zone CPs 1485 10.4 38.25, 10.4 66.375 10:4 41,85 10.4 olo'Nind Ps 14.41 F 932 > 20.66 E 398 > 16:84 F 691 > 29.44 'E -1.21.3 )� 18.15; E F > F > 100.0' Base Level Wind Ps Force•= ib. Zone Area Ps °`a Zone Area Ps °% Zone Area Ps % Zone Area Ps % Zone Mea Ps `ye Zone Area Ps % Total 112 Wl 10 zn-A Ps 112WfI&BznCPs % Wind:PS F E > E > F F F > E Wind Line A Line B Line, C Line D Line E Line F Line G Line H Left,to Right 2nd Level Wind P s Force = lb. Zone Area Ps % Zone Area P s % Zone Area Ps % Zone Area Ps % Zone Area Ps g% Zone Area Ps % Total Roof zone B Ps Roof zone D.Ps 112 Wl 2 zone A Ps 112 WI zone C.Ps % Wind Ps E > E > F > E > F E F 1st Level Wind P s Force = 3;540 lb. Zone Area Ps- % Zone Area Ps % Zone Area Ps % Zone,Area Ps % Zone Area Zone Area Ps % Total 1!2 Wl 2 zone A Ps 1/2 Wl 2 zone C Ps Roof 1 zone B Ps Roof 1 zone D Ps 112 WI 1 zone A Ps 48.375 15.4 2-025 15.4 4815 15.4 2.25 15A 1/2 WI 1 zone C Ps 109.35 10A 22.5 i0.4 58J25 10.4 04rtd PS F, 746 > 27.07 E 1,170 > 19,83 F 234 22.44 E 11354 k 19.62 E 35 > 0.49 E F > 100.Q Base Level Wind Ps Force = lb. Zone Area Ps % Zone Area Ps % Zone Area Ps % Zone Area Ps % Zcne:;rea Ps % Zone Area Ps « Total 112 WI 1&Bzr A Ps 1"2Wl10znCPs %Wind Ps > zn��nna ni,t nc-1nc n rrFr i i Segment Construction wl Hold -Downs Front to Back Page 6.1 of 6.2 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Wa , Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software Front Line 1 I Line 2 Line 3 1 Line 4 Line 5 Line 6 Line 7 Line 8 to Uplift = Overturning Moment (OTM) - Resisting Moment (RM) I Segment Length (Seg Lg). Hack Hold Down HD Type) Built into Shear Units Mfg Abreviation Shown at r 'd Units see all Type for Frame Size- HD for Sheathed Walls seclected from Hold-down Shd 2nd HD HD HD HD HD HD HD HD Level Seg_ Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift _ Type Seg_ Uplift — Type Seg Uplift Type V (A V (A V (plf) V (ptf) V (plf) V (A V (plf) V (plf) WIe Wle I WIe Wle Wle Wle Wle I WIe Roof U lift from Side to Side Winds resisted by Left and R' ht Ext. Walls Uplift (CID Rf 2 a Ext WI U lift Detail @ Rf 2 & Ext WI NA 1st HD HD HD Pb HD HD HD HD Level Seg Uplift _ Type Seg_ Uplift Type Seg_ Uplift _ Type Seg Uplift Type Seg_ Uplift Type Seg Uplift Type_ Seg _Uplift_ Type Seg Uplift Type b NA b NA c 313 e L7T19 c 1,436 e LTT20B d 229 a NA d 6,146 a HDU8 d 4,335 a PHD5 d 1,312 a LTT20B d NA V (plf) 80 V (plf) 726 V (plf) 525 V (plf) 175 V (plf) 55 V (A V (plf) V (plf) WIe 6 Wle 2 Wle 3 Wle 6 WIA 6 Wle Wle Wle Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift (plf) Rf 1 @ Ext WI 92 Uplift Detail @ Rf 1 & Ext WI e T Straps/Hold-Downs must run continuous down through the Wall below to the Foundation. If no Wall below; lie to Beams sized for Hold -Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type V Of) V (plf) V (plf) V (plf) V Of) V (A V (plf) V (plf) Wle j Wle I Wle I Wle I Wle I Wle I Wle Wle Shear Each Unit (V (ea.)) = Sum of Shear at that Line & Level (Sum V) / Number of Shear Frames at that Line & Level - V (plf) = Sum V / Sum Seg Lgth. Maximum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Pa e 11. iz4/417()l)(] In/l /`--4 Url IIO1/n0 rn (`rr.-- 1 ..4-1 Segment Construction wl Hold -Downs Leftto Right Page 6.2 of 6.2 MaxQuuake E' 1995.2008 Archforms Ltd.. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering .Job-. 08108 20374 Clifden M, Cupertino) By: Dun -Bui, PE Q08.4d Construction Design Software Side Line A Line B Line C Line D Line E Line F Line G Line H to Uplift = Overturning Moment (OTbi) - Resisting Moment (RDA); Segment Length (Seg Lg). Side Hold,Down HD Type) Built into Shear.Units, M4 .Abreviatton Shawn at re 'd Units, see all Type for Frame.Size- HD.for-,$h.eathed Walls seclected from Hold-down Shd 2nd HD HD HD HD HD HD HD HD Level Seg..__ Uplift .._.,.., TyRe.._.._$eg .Uplift_.....-. Type .,Seg Uplift .- .._...TYAe... Seg Uplift _._ Type .. _Se9.. Uplift.... Type Seg lJplift, .._ Type.. Se9__. Uplift .. !!pe_. Seg_. _.Uplift.. - -Type- V (plf) V (plo V (plo V On V (pin V (plfl V (plo V (Ali WIA WIA WIA WIA WIA WIA WIA WIA Roof U lifffrom Front:to Bac .Winds resisted b :Front and Back Ext. lr,al?s U lift I Rf 2 Ext Wl 11 liift Detail ;Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg.... Uplift _.....?ype _ is 1;498 A HP ._Seg ....Uplift Type Seg Uplift..........._.._.Type Seg_... Uplift Type 1 NA Seg .. Uplift Type 1 1,265 A LTT20B Seg Uplift Type Seg ...Uplift..._... Type Seg Uplift Type 1b 1,498 A HP 2 1,456 A LTT20B 2 1.265 A LTT20B 3 968 A LTT19 3 3,526 A PHD5 3 1,265 A l-720B' 4 11364 A LTT20B 4 1,265 A LTT20B 4a 422 A LTT19 46 422. A LTT19 W V (ea.) 302 V (pin 270 V (pio 473 V (pin 260 V(plf) 233 V (plf) 83 V(plf) V (pm HO WIA 8x12 WIA 6 WIA 4 WIA 6 MA 6 WIA 6 WIA WIA Roof Uplift. from Front to Black Winds resisted by Front' and Back Ext Walls Uplift(plf Rf 1 @ Ext WI -63 Uplift Detail @ Rf 1 & Exi WI NA Straps/Hold-Downs must run continuous down through the Wall oelow to the Foundation. If. no Wall below, tie to Beams, sized for Hold -Down Roint-Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift . Type. Seg Uplift Type Seg Uplift Type, Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg, Uplift Type. Seg Uplift Type. V (plf) V (plf) V (plf) V (pin V (plo V (pin V (plo V Of) WIA WIA WIA WIA WIA VVIA WIA WIA Shear Each Unit (V (ea.)) = Sum of Shear at that Line & Level (Sur-, VI l Number of Shear Frames at that Line c Level - V (pli) = Sun- V , Sum Seg Lgih fRaximum required Shear VValf Construction or Shear Frame forWat Type Symbol is selected from Shear Wall Schedule on Page 11. Segment Construction w1 Tie -Downs Front to Back Page 7.1 of 7.2 MaxQuake ©1995-2008 Archformts Ltd. All Rights Reserved Lateral Load Analysis & Date: October 201008 Firm: DB Engineering Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui PE Q08.4d Construction Design Software Rod Inset Rod Inset Rod Inset Rod Inset Rod Inset Rod Inset Rod Inset Rod Inset Front Line 1 ©in Line 2 ©in Line 3 ©in Line 4 ©in Line 5 ©in Line 6 ©in Line 7 ©in Line 8 ©in to Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Back Hold Down HD Type) Built into Shear Units Mfq Abreviatton Shown at r 'd Units see Wall TypefDTFrame Size- HD for Sheathed Walls seclected from Hold-down Shd 2nd Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg _Rod FL Rod Seg Rod FL Rod V (A V (A V (A V (Plf) V (pip V (pip V (A V (plf) WIA I WIA WIA WIA WIA WIA WIA WIA Roof Uplift from Side to Side Winds resisted by Left and Ri ht Ext. Walls Uplift(PIO Rf 2 Ext WI U lift Detail Rf 2 & Ext WI NA list Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod _FL Rod b b c 0.36 0,45 A 4 c 1.63 1.73 A 4 d 0.25 0.25 A 4 d 6.87 6.87 C 6 d 4.85 4.85 B 5 d 1.34 1.34 A 4 d 1 ) V (plf) 80 V (pip 726 V (pip 525 V (plf) 175 V (pip 55 V (pip V (pip V (pip WIA 6 WIA 2 WIA 3 WIA 6 WIA 6 WIA WIA WIA Roof Uplift from Side to Side Winds resisted by Left and Right Ext. Walls Uplift(plf) Rf 1 @ Ext WI 92 Uplift Detail @ Rf 1 & Ext WI A T Tie -Downs Rods must run continuous down through the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Point Loads w/ overstep th factors. Base Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod V (plf) V (plf) V 0111I V (plf) V (plf) V Will V (plf) V (plf) WIA WIA WIA WIA I WIA WIA WIA WIA Shear Each Unit (V (ea.)) = Sum of Shear at that Line & Level (Sum V) / Number of Shear Frames at that Line & Level - V (plt) = Sum V I Sum Seg Lgth. Maximum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Page 11. �11)r7nno inn r....a Tn no4no n rraA..., i ..a,...,i Segment Construction w/ Tie -Downs Left to Right Page 7.2 of 7.2 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui PE 008.4d Construction Design Software Side Rod Inset Rod Inset Line A ©in Line B ©ln Rod Inset Rod Inset I Line C ©in Line D ®in Rod Inset Rod Inset Line E =in Line F EK1in Rod Inset Line G ©in Rod Inset Line H ©in to Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). Side Hold Down HD Type) Built into Shear Units Mfg Abreviation Shown at r 'd Units see Wall Type for Frame Size- HD for Sheathed Walls seclected from Hold-down Shd 2nd Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level Seg Rod FL Rod - Seg Rod FL Rod Seg Rod FL Rod - - Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod - Seg Rod FL Rod .................... . _..... SegRod FL Rod - -- V (plf) V (plf) V (A V (A V (plf) V (pIn V (plf) V On WIA WIA WIA WIA WIA WIA WIA WIA Roof U lift from Front to Back Winds resisted by Front and Back Ext. Walls U lift I Rf 2 Ext WI U lift Detail Rf 2 & Ext WI NA 1st Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level -Seg _Rod FL Rod 1a 2 2.25 A 4 Seg Rod- FIL Rod Seg Rod FL Rod Seg Rod FL Rod 1 Seg Rod_ _FL Rod 1 1 1.71 A 4 Seg Rod FL - Rod Seg_ Rod FL Rod Seg Rod FL Rod lb 2 2.25 A 4 2 2 1.66 A 4 2 1 1.71 A 4 3 1 1.05 A 4 3 4 3.76 8 5 3 1 1.71 A 4 4 2 1.73 A 4 4 1 1.71 A 4 4a 1 0.99 A 4 4b 1 0.99 A 4 W V (ea.) 302 V (plf) 270 V (plf) 478 V (plf) 260 V (plf) 233 V (plf) 83 V (plf) V On HP WID 8x12 WIA 6 WIA 4 WIA 6 WIA 6 WIA 6 WIA WIA Roof Uplift from Front to Back Winds resisted by Front and Back Ext. Walls Uplift(plf) Rf 1 @ Ext WI -63 Uplift Detail @ Rf 1 8. Ext WI NA Slra s/Hold-Downs must run continuous down through the Wall below to the Foundation. If no Wall below tie to Beams sized for Hold -Down Point Loads. Base Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Uplift kips Plate Level Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg Rod FL Rod Seg_ Rod FL Rod Seg Rod- FL _ Rod V (pin V (plf) V (plf) V (pin V (plf) V (plf) V (plf) V (plf) WIA WIA WIA I WIA I WIA WIA WIA WIQ Shear Each Unit (V (ea.)) = Sum of Shear at that Line 8 Level (Sum V) / Number of Shear Frames at that Line 8 Level - V (plf) = Sum V / Sum Seg Lgth. Maximum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Page 11. �n 9 t9 l'M)o %An r--. 'rn nolno n l'1;4F,4. i ..�,. l Diaphragm and Col lector/Tie Construction Front to Back Page 8.1 of 8.2 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software Front Line 1 Line 2 1 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 to Seg C/T Load (back) - max. load on the Collector Me between this and Seg above. C/T Type - min. adequate Collector/Tie. Seg beg - feet Seg begins front of Quad Line. I Back front - CIT load at front side of the front most Seqment. Shear - the average Diaph am Shear alonq the Line. IF "Gap' appears correct Line CIT discontinuity. 2nd CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg C/T Load CIT Seg CIT Load CIT Seg VT Load CIT Seg CIT Load C/T Seg Roof Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg front front front front front front front front I;Shear(plo Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf CIT Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg C/T Load CIT Seg CIT Load CIT Seg CIT Load C/T Seg CIT Load CIT Seg CIT Load CIT Seg 2 FI Seg back Type _beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg b 423 A C1 b c 474 A C1 c 1971 A C1 d 529 A C1 d 2157 A C1 d 1374 A C1 d 1624 6 C1 d 594 A C1 front 698 A C1 front 1039 A C1 front 900 A C1 front 299 NA front 442 A C1 front front front Shear(plf) 39 Shear(plf) 53 Shear(plf) 46 Shear(plf) 80 Shear(plf) 51 Shear(plf) Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph Rf Diaph Rf Diaph FI Dia h A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph FI Diaph FI Diaph 1st C/T Load CIT Seg CIT Load CIT Seg UT Load CIT Seg CIr Load CIT Seg CIT Load CIT Seg CIT Load CIT Seg CIr Load CIT Seg CIT Load CIr Seg Floor Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg Seg back Type beg front front front front front front front front Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Dia ph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph If Rf or FI Diaph return "block?", load values are higher than the diaphragm capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 2 Diaphragm and CollectorMe Construction Left to Right Page 8.2 of 8.2 MaxQuake ©1995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: DB Engineering Job: 08108 20374 Clifden Way, Cupertino) By, Dung Bui, PE Q08.4d Construction Design Software Side Line A I Line B I Line C Line D Line E Line F Line G Line H to Seg C/T Load (left) - max. load on the Collector [Tie between this and Sag to left. C/T Type - min. adequate Collector/Tie. Seg beg - feet Sag begins right of Quad Line. Side right - C/T load at right side of the ri ht most Seqment. Shear - the averse Diaph am Shear alonq the Line. III f'Ga ' appears correct Line GT discontinuity. 2nd CIT Load CIT Seg C/T Load CIT Seg CIT Load CIT Sag CIT Load CIT Seg C/T Load C/T Seg C/T Load CIT Seg CIT Load CIT Seg C/T Load CIT Seg Roof Seg left Type beg Seg left Type_ _beg Seg left Type beg Seg left Type beg Seg left _ Type beg Seg left Type beg Seg left Type beg Seg left Type beg right right right right right right right right Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Rf Dia h Rf Dia h Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph Rf Diaph 1 Rf C/T Load CIT Seg C/T Load CIT Seg CIT Load CIT Seg CIT Load C/T Seg CIT Load CIT Seg C/T Load C/T Seg CIT Load CIT Seg C/T Load CIT Seg 2 FI Seg left Type beg Seg left Type beg Seg left Type beg Seg left_ Type beg Seg left Type beg Seg left Type beg Seg_ left _Type beg Seg left _Type beg 1a 1 1 lb 239 NA 2 2 960 A C1 2 704 A C1 3 441 A C1 3 1510 A C1 3 811 A C1 4 936 A C1 4 1260 A C1 4a 92 NA 4b 107 NA 3 right 452 A C1 right 1109 A C1 right 1789 A C1 right 2727 A C2 ri ht 938 A C1 right 163 NA ri ht right Shear(plf) 42 Shear(plf) 66 Shear(plf) 66 Shear(plf) 61 Shear(plf) 57 Shear(plf) 11 Shear(plf) Shear(plf) Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 Rf Diaph Rf Diaph FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Dia h FI Dia h 1st C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg C/T Load C/T Seg Floor Seg left Type beg Seg left Type beg Seg left Type beg Seg left Type beg Seg left _ Type beg Seg left Type beg Seg left Type beg Seg left Type beg right right right i right right right right right Shear(pM Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) FI Diaph FI Diaph FI Diaph FI Diaph FI Diaph IN Diaph FI Diaph FI Dia ph If Rf or FI Diaph return 'block?', load values are higher than the diaphragm capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wall 3or4 Shear Wall and Hold Down Schedules Schd W. M.axQuake 1995-2008 Archforms Ltd. Date: October 201008 Firm: DB Engineering All Rights -Reserved Lateral Load Analysis & Job: 08108 `20374 Clifden Wa •, Cupertino) By: Dung Bui, PE 008°.4d. Construction -Desi n Software SHEAR WALL. OPTIONS- Place On 'X' in the -appropriate shaded block. Select only one option. under each heading (except. System when using frarmes) 71 eclat Zone Hardware Mfg. Wall Framing Material Shear Wall System PI 1PB Wall Sheathing Fasteners: X No X Simpson X Ddug Fir or So.Pine �V'aS-AII Plywo or PB X 318"or1/2' CC or CD Ply 8d Los Angeles Area LISP Hein Fir(s.gray.<.49) WS-Gyp,Stuc or Ply 3/8"or1/2" Struc I Ply X 10d 3-112' Metal Studs Wall Frame Units on Shd X 3/8'or1/2' CD Ply o/GB 14ga Staple Other (Apx-W) Other (See Apx. !w) 112`Ext M,S!M-2 Pact Bd 1'Screw in Stl To Customize, Ove*16.Schad. on Apx. W below Other Sbeathing/Fastener Cori bo (5ee Apx.1!!j) WIND AND EARTHQUAKE DATA 07CBC SHEAR WALL SCHEDULE Im- portance.Fact_ 1.00 S.Design Cat. E Seis: Site- Class D Basic Wind -Speed 85 SS.Acc. %g 221% S. Res,Coef. Cs 0.25 Wall Shear Wall Edge Anchor Plate. to FI. Plate Wind Exposure B S1 Acc. %g. 77% Response Factor 6.0 Type Load Sheathing Nail Bolts Nail Lag clips• Wind Hord. (psf) 15.43 Res Coef Sdt 0.77 Base V 11i924 Symbol (plf) Material 1.6d 5/8"x12 16d 11Z' A35 Wind Vert. (psf) -13.8 Res.Coef Sds 1.48 System: Light Frame SW GF:900 GF:120 GF:478 GFA50 Sec 6A Method 1 ASCE7 Analysis Prec: )n Method r:12.8. ASCE7 &Sec.1613.5 CBC Note 1,2 Note 3 Note 6 Note 7 Note 6.8 Note-9,10 NA construct wai as spec d per symbol.or any below WALL HOLD-DOWN & STRAP SCHEDULE Hold -Down Max. Min. Wall Foundation Bolt A 6 340 1/2' Ply 6" 34"oc 5"oc 18"oc 18"oc Symbol Uplift Post FI to FI Anchor Type Bolt 24.5 A 4 510 1/2' Ply 4" 22"oc 4"oc 12"oc 12"oc lbs. Size Strap Straps HD Dia. Z4 5 A 3 665 1/2' Ply 3" 18"oc 10"oc 9"oc Neste 3A Note 2. Note 2 a Note 2 2,4 5 A 2 870 1/2' Ply 2" 15"oc 8"oc 7"oc NA up to 300 use the hold-down across or below req'd type; 2.4.5 A 44 1,020 ea side 1/2' Ply 4" 12"oc 6"oc 6"oc A LTT19 1,205 2x CS18-20" SS1B16 5/8' 2.4.5 A 33 1,330 ea side 1/2' Ply 3" 9"oc 5"oc 5"oc A LTT20B 1,750 2x CS16-28" SSTB16 5/8" 2.4.5 A 22 1,740 ea side 1/2' Ply 2" 7"oc 3"oc 4"oc A PHD2 3,080 4x MST 37" SSTB16 5/8" ? A PHD5 4,545 4x MST 48" SSTB20 5/8' 1 Sheathing: 3/8'-1/2' (4 ply min) CD, CC Plyor OSB with all edges blocked A PHD6 5,210 4x MST 60" SSTB28 7/8' 2 Framing: 2x DF typ @ 16"oc., 3x req'd if 10d w/ +1-5/8' penetration, 2' or 3'oc A HDU8 7,870 6x CMST12+78" SSTB28 7/8' 3 Typical Fasteners: 10d Common or Galy. Box nails (no sinkers), nail field @12' A HDQ8 9,230 6x CMST12+178" SSTB28 7/8" 4 3x or 2x w/ dbl AB at plate and 3x panel edges at walls 600lbs>Shear>350lbs, A HDU11 9,535 6x SB1x30 1" 5 Offset panel edges on opposite sides of wall and stagger plate splices A HDU14 14,390 8x SB1x30 16 Anchor Bolts spaced per Schd w/ 3'x3'x0.229' Plate Washers req'd at Mud Sill ? Add inches to FI to.Fl Tie Strap for gap across Joist 7 Stagger 16d nails in 2x, lags at 3x plates when no sheathing continuity to Rim Joist 1 Straps and HD's as Mfg. by Simpson Strong -Tie Co. Cat C-2008 8 Pre -drill 3/8" hole for Lag. Provide Washer. Adjust Igth for 2' penetration into Joist. 2 Nail Straps w/10d & SDS 1/4' Scw at HD (min.pen.1-3/4") SB Anchor 9 Clips: Plate to Blocks only req'd if no shear sheathing continuity from Wall to Blocks and Mfg. Data for Nailing, Bolt and Embedment Requirements 10 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-2008 3 If No Cont. Rim Joist Add Lgth Of Gap- 10d at CS, 16d: CMST & MST 4 Straps and Hold -Downs must run continuous to Walls below; if no Wall below, tie to Beams, szed for Hoid-Down Point Loads W Diaphragm, Collector, Uplift & RAS Tie -Down Schedules Schd Y MaxQuake 01995-2008 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 20 1008 Firm: D3 Engineering Job: 08108 (20374 Clifden Way, Cupertino) By: Dung Bui, PE Q08.4d Construction Design Software DIAPHRAGM OPTIONS: COLLECTOR I TIE & DIAPHRAGM SCHEDULE Rf1FI Framing Mat. Rf/FI Diaphragm Fasteners X DF or So. Pine Roof: 1/2' CDX or OSB 8d Com Only CIT Max- CollectortTie Tie Tie Rod Hem Fir Floor. 3/4' CDX or OSB X 8dna)Rf, 10�FI Type Force Cont. Joist or Strap Washer Other T&G Glue & Nail 10d Com Only Symbol (Ibs) Solid Blocking or Cont. Dia. Dia. HD To Customize, Overwdle:Schedule or See.Apx. D 14 ga Staple less of C&T parallel to grain: 425 Joist 20ksi 625 Change Hardware on Wall Schedule (Shd W) Tab Other Note 1;2.6 Note 2,3,4 Note 9 Note 5 Ncie ; Use Collector/Tie as speed per symbol or any below NA 300 ROOF UPLIFT CONNECTOR SCHEDULE AC1 2,230 ixa MST27 A C2 3,480 2x6 MST37 5/8" 1.77 HTT16 Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter A C3 4.620 2x8 MST48 5/8' 2.35 HTT22 Type (plQ at 16" oc at 24'oc at 16' at 16' oc A C4 5,800 2x10 MST60 7/8' 2.96 PHD6 50 A C5 7,170 2x12 2-MST37 7/8' 3.65 HDQ8 A T 100 Ply Nailing or H2 H2 A C6 9,370 2- 2x10 2-MST60 7/8" 4.77 2-PHD5 A U 194 A35 H3 H2 H2 A C7 11,190 2- 2x10 HST6 .1' 5.70 HHDQ11 A V 261 SSP H6 H3 H4 ? A W 436 SP1 H6 H6 H6 1 Provide Cont. Rim Joist/Rafter or Solid Blocking at all Shear Wall Grid Lines A X 664 SP2 H14 H6 H6 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie A Y 925 SPH4 H14 H15 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity A Z 2.300 FTA7 4 Run All -thread Rod thru RfYJst, Igth=Load/Shear(plf), secure ends wl Washer or HD ? 5 Provide Washer w/ Dia. (inchesi at end of blocked Rf=,,Js; bays, Mal, iron or 1/4' St. 1 Anchors and Clips as Mf , by Sim son Stron Te Go. Cat G2008 6 Connect Continuous Collectorrl ie to sheer wall as required by Shear'7vall Schedule Rod Stoen th 013tions: 7 HD at Rod to Shear Wall and/or RfU'JsL Mfg. by Simpson Strong Tie Cat C-2008 No Overstren th Factor for Seismic Re, 'd per 12A411 &12,10.2.1 ASCE7 Standard Strength X RAS TIE -DOWN COMPONENT SCHEDULE High Strength Roof Shear Diaphragm Edge Floor Shear Diaph. Combo Std & High Diaphragm Load Material Nail Diaphragm Load (If} Note 1,2 4 Note 3 Symbol (plo Material Note 1,2,4 Standard Strength Rod High Strength Rod Bearing Plate Size Dia. Ibs: Anchor Bolt Size Dia. Ibs. Anchor Bolt Type Plate Size lbs. 8d Nail b=blocked 10d Nail A R6 180 1/2" Ply unblocked 6" A F6 215 b=blocked 3/4" Ply 2500 psi Conc. 2500 psi Conc. 4 112' 3,404 5/8" SSTB16 4h 1/2' 9,930 SB1"x30 A 2' x 2" x 3,16" 2,500 A R61p 270 1/2" Ply Blocked 6" A Fhb 320 3/4" Ply 5 5/8' 5,418 718" SSTB28 5h 5l8' 15;804 See Det B 3' x 3-1/4' x 3/86,090 A R4b 360 1/2" Ply Blocked 4" A F41b 425 3/4" Ply 6 3/4' 8,007 SB 7/8"x24 6h 3/4' 23,356 See Det C 6' x 3-1/4' x 5/8' 12,180 A R31b 530 1/2" Ply Blocked 2.1/2" A Fab 640 3/4" Ply 7 7/8' 11,077 SB 1"x30 7h 7/8' 32,307 See Det D 9" x 3-1/4' x 7/8' 18,280 A R21b 600 1/2" Ply Blocked 2" A F21b 730 3/4" Ply 8 1" 14,529 " in 3000 psi 8h 1' 42,377 See Det E Custom 24,000 ? ? 9 1-1/8' 18.293 See Det 9h 1-1/8' 53,356 See Det ? Floor 3/4 CD -AC Ply/OSB, Roof 1/2 CD Ply/OSB (Block All Edges at b suffix Diaph) 1 1-1/4' 23,232 See Det 1 h 1-1/4' 67,762 See Det ASTM A36 Standard Strength Steel 1 2 Framing: 2x typ, 3x rect'd if 10d pen more thanl-5/8", or nails spaced less than 3'oc ? ASTM A36 Standard Strength Steel ? ASTM A193 B7 High Strenat`: Steel ?;ate Are, x 625 psi = Bearing Caoacit 3 Typ. Fasteners. 8d Com. @ Roof.10d Com- @ Floor (no sinkers) field 12'@Rf,10'@Fl Provide End Wall Post at ea. TD: 2-2x min at 4-5, 4x min at 6-7 and 6x min at 8-1 Rod Size 4 ContlnUOUs Rim RafteriJo;st Recommended at Perimeter of all Diaphragms RAS Nut Capacitv(113 Fu) for ea. Rod Diameter Exceeds Schedule Rod Capacity (2/3 f )- See !CC Report ESR 1992 5 See Table 23-II-B-2 for High Wind Root Zcne Nailino Rea'mts Wind Pressure for Exterior Components & Cladding Schd Z MaxQuake ©1995-2008 Archforms Ltd. Date: October 201008 Firm: DB Engineering All Rights Reserved Lateral Load Analysis & Job: 08108 20374 Clifden Way, Cupertino) By: Dung Bui, PE Q08.4d Overturning Calculation Template Wind Vertical Wind Loads for Gable or Hip Roofed Buildings Horizontal Wind Loads for Buildings Walls Pressure GCp GCp GCp -3.0 ......:..._.....; .._....:. 3.0 :::::::::-::::: over. to IZI 14 14 -2.0 .:...:..,._.....:....:...._. for GCp - �.• v�ratc ;.. .................. ....:...... :.... . Horiz P 15.4 -2:a .....:....:::::_::::'::::::::: 2.a ..:..:... .:...:..._........ - -1.4 - - 2:2.....:....:...:...._....:......:...-2.2.....:... _ _ :..... GCp-2:0 .... ......:.. .............._,. 2.0.....,......._,............;-....,..... c i .0 : ::;::::':::::;..... a z� _... =3.6 ' 56 _ zi ::: Uplift -3.4 -52 1.2 ,....-1.....,...,,._.... S; .2. Or -3.2 49 -1.0::'::":::`_':::::'::::::::'::`.:: -1.0 :::::'--:'_::;;:':::._:: "' o : _ _ ...... Plus: in. Minus:out, design for .. maximum t pressure Out -3.0 ; ::::::::::.. . ....,..... Forte 2.8 43 1 2 .............::::::: :::= For Cpartially 0en edbuildings 1.4 . : 2.6 40 0.4 ...._.........::... _... 0.2.....:...._.::::::..:................ +G p add .1.cGCp minus .4. -2.4 37 0.6 ....:.....:......AI€1�� +on 0.4 ...;....y:::::�Altk 64o6a 1 C; S C; Sg ;C 1.8{_::: ........,.....,....:.. ...... Reduce GCp 10%when a 8 10* -2.2 -34 Figure1606.2D GCp for Roof Slope 0°$ a S 10° 0°S a S 10° 10°$ a S 45° Figure 1606.2C Wall GCp -2.0 -31 3.0 :;A::jp -3.0 :::;:: nvd fig. Vertical Wind Loads for Monoslope Roofs -1.8 28-2.8.....,.-2.8..........:.....:.....:.....:. IZI A I?I ,.....,....,....., ....,.. .......:............... -2:6 ...... ............,............: -2.6 .......... - -3.4 ........;.....:...._....;.RCa 1.6 -25 :.. C...:::::=::: -:.:.::: Z -3.2 :.::::.:::.;::::.:......... _ I Z� IZ1 -2.4 ....:.... .� s .... _....:......:.. 2.4 ...... 4 22 g ........_............... 2.2............. - - :G:I Z--------------------.. ............ - - -2.0 - 2.8 _..... -1.0 -15-1.61:::::_::::;:::::::_::::::...::::..-1.6.....:...._.::- - _ ::::::.::::::;: o _.... -1.4 • 2.4 -L2 -1.2 ....... s: r g r :g 2.0 0.6 9 _ - ;:............... 1.6 :: ::;:::::::::: ... .... ......:...._...._........... s: s w...........:............,..... y 0.0 0 o.a...._........._...._....:.....-... _ _::: Down 0.2 3 0.6....:...........:... r r ° ° :AIIFte n 0.6 All tite ions S__..�_ fit_. • Figure 1606.2E 3 $ a $ 10 Load 0.4 Figure1606.2E GCp for Roof Slope 10°$ a $ 30° C:.......... --•-- or 0.6 9 00$ a S 10° 100S a S 45° ....R4a 2.0:::::::::::..:.::::::Raof 2.0 ,.....,.Otrei7zaC►9 ........... ° ° In- 0.8 12 -1.8 = ......., • < _ t.s:::..;::C.:...:::...:.....;....,..... - .2 :::::;:. :;:::::; ::;.....;..... 3 $ a $ 30 Force 1.0 15-1.6:::::;:::::Cg...,....<.....i::::: 1.6:::........si&..::':::-3.0:::::i:::: :::::::::::::=:::::'::::: S d:::::::, . 1.2 19 -1.4 .....,.....:5, 1.4:::::::::_...,..._...._.....;..-.. 2.8:::::. :::::::::..... - -2.6 .....i.... „..., -0.6...................;.........:..:._.......... -2 0...:...:...._.....:..:.. Note: 1.8 .....,.. ....:............ 1. Values are for -1.6 :::::::::::::. ................... 1.0::: ;......... 0.8 :-......::-..:. r.:.... enclosed Buildings. 1.2 1.0 -1 4 2. Graphs from ASCE7-05 N u� o 0 0 0 N o c� ,ter, o 0 0 0 Fig.6-11 A-D & Fig.6-14B `" "' o N "' o Overhang GCp include effect - N 'n o Reduce C 10% if Y8 a 8 5° for GCp. Use Fig. 16-11 Effective Wind Area (sq.ft.) Effective Wind Area (sq.ft.) of both upper & lower surface Effective Wind Area (sq.ft.) If a8 3" see Figure 1606.2D thru 16-20 for other Config. Figure1606.2E GCp for Roof Slope 30°$ at 45° Figure 1606.2G Monoslope Roofs 10°t a S 30° 9/1)/1)nnn L'"A -7 1 ` ' CAPER ENGINEERING INC: ' PO BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax.: (510) 490-8690 SUBMTTAL 44 oE� oa2ona SOIL INVESTIGATION AND CE FOUNDATION RECOMMENDATION- _ ADDITION AND REMODELING I n FOR MR. MULKA RAVI AT 20374 CLIFDEN WAY CUPERTINO, CA BY CAPEX ENGINEERING INC. Project No. 5569 November 7, 2008 CAPEX ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax.: (510) 490-8690 November 7, 2008 Project No. 5569 Mr. Mulka Ravi 20374 Clipden Way Cupertino, CA 95014 ' Subject: SOIL INVESTIGATION AND FOUNDATION RECOMMENDATIONS Proposed Residence Addition at 20374 Clipden Way Cupertino, CA 95014 ' Dear Mr. Ravi: In accordance with your authorization, CAPEX ENGINEERING INC., has completed soil investigation and foundation recommendations for proposed addition and remodeling of the subject site. Recommendations are base on our site reconnaissance and field soil evaluation to assist the project design consultants in the formulation of procedures for the site preparation and the design of foundation. Our findings indicate that the site is suitable, from a geotechnical standpoint, for the proposed development provided the recommendations are carefully followed and are incorporated into the project plans and specifications. We appreciate the opportunity to be of service to you. Should you have any questions relating to the contents of this recommendation or should you require additional information, please do not hesitate to contact our office at your convenience. Very truly yours, C��JPEX ENGINEERING INC. Vy su, P.E. Principal 0 "V jkOFES& HA% m 0 CAPER ENGINEERING INC. 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAPER ENGINEERING INC. PO BOX 14198, FREMONT, CA 94539 Tel: (510) 668-1815 Fax.: (510) 490-8690 TABLE OF CONTENTS Page No. LETTER OF TRANSMITAL 2 1.0 Introduction 4 2.0 Site location & Description 4 3.0 Soil Conditions 4 4.0 U.B.0 Earthquake Design Criteria 5 5.0 Discussion, Conclusions & Recommendations 5 5.1 General 5 5.2 Grading & Compaction 5 5.3 Foundations 6 5.4 Concrete Slab on Grade 6 5.5 General Construction Requirement 7 6.0 Construction Observation 8 7.0 Limitations and Uniformity of Conditions 8 Figures: * Site Location Map 10 CAPER ENGINEERING INC. 3 1 1 -� 1.0 INTRODUCTION The purpose of the investigation is to evaluate the soil condition for the proposed ' residential addition located at 20374 Clifden Way, Cupertino, California. The scope of our work was to determine the soil conditions and based on the data and information obtained, we have provided recommendations for foundation design ' and grading criteria for the site. The scope of our work included the following: - 1. Site reconnaissance by Project Engineer. 2. The preparation and writing of this recommendation which presents our ' findings and recommendations. Our findings indicate that the proposed development is feasible from a ' geotechnical standpoint provided the recommendations in this report are included into the project plans and specifications and adhered to during and after construction. 2.0 SITE LOCATIONS AND DESCRIPTION ' The site is located at 20374 Clifden Way, Cupertino, CA, (Figure 1). The proposed development will consist of one-story addition. ' The proposed project is understood to consist of the addition construction of one- story addition. The site is relatively flat. The surrounding lots of the site are developed with single family residence. The above description is base on site ' reconnaissance by the project engineer. ' 3.0 SOIL CONDITIONS The soil conditions were derived from our site reconnaissance and the information ' from soil condition. The soils consisted of dark brown silty clay, medium moist, stiff. Soil classification indicate that the soils exhibit medium plasticity clay (CL) and are subject to medium swell/shrink potential with variation in moisture content I CAPEX ENGINEERING INC. 4 4.0 C.B.0 (2007 EDITION) EARTHQUAKE DESIGN CRITERIA The seismic design parameters for the site per Chapter 16 of the California Building Code (2007 Edition) are follows: ' Latitude: 37.313142 (degrees) Longitude:-122.0086 (degrees) Site Class D • Short Term Spectral Response Parameter, Ss = 1.327 g ' 1 Second Spectral Response Parameter, Si= 0.706 g Site Coefficient, Fa = 1.0 Site Coefficient, Fv = 1.5 ' 5.0 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS 5.1 General From a geotechnical standpoint, for the proposed development is feasible for construction on the subject site provided the recommendations presented in this report are carefully followed and are incorporated into the project plans and specifications. 5.2 Grading & Compaction 5.2.1 All on -site material having an organic content of less than 1 % by volume and free from other deleterious materials are suitable for use as fill on site. All fill material should have a maximum particle size of 6 inches with no more than 15% larger than 2.5 inches. 5.2.2 Any import fills which is predominately granular in nature and with plasticity index of 12 or less can be used. The soil engineer should give final approval of any import fill material prior to placement. The contractor shall notify the soil engineer 5 working days in advance of his intention to import soil from any other source outside the site area and shall permit the engineer to sample as necessary for the purpose of performing tests to establish the qualities of the material. 5.2.3 After preparation of the native ground soils, the site may be brought to the desired finish grade by placing on -site native material or import material in lifts not to exceed 8 inches in uncompacted thickness. Compacted to a minimum of 90% as determined by ASTM D-1557-91 laboratory testing procedure. CAPEX ENGINEERING INC. 5 1 I ' 5.2.4 The moisture content of the fill material should be 0 to 3% above optimum and sufficient to obtain the required density. Water should be added or other satisfactory method shall aerate the fill material in order to have acceptable range for moisture. ' 5.3 Foundations 5.3.1 To maintain compatible foundation conditions, the proposed new footings for the addition, or for any internal remodel, roof changes, or other structural upgrades to the existing house, could be conventional spread and continuous footings. Isolated ' spread footings should be limited to isolated columns or shear walls, otherwise use continuous footings. ' 5.3.2 The following soil design parameters apply: a. Allowable soil bearing pressure (DL + LL )-----1,800 psf ' b. Allowable soil bearing pressure (All Loads)-----2,500 psf C. Lateral passive pressure-------------------------------250 pcf d. Coefficient of sliding ----------------------------------- 0.25 ' 5.3.3 Extend all footings at least eighteen inches 18" below the g( ) ' lowest adjacent grade. Foundation widths should conform to CBC minimum standards provided the soil bearing stress recommendations of this report are not exceeded. Footings should ' be reinforced using a minimum of one # 4 bar at the top and the bottom. The footings should be reinforced as determined by the Structural Engineer based upon the building loads. 5.4 CONCRETE SLAB ON GRADE 5.4.1 Concrete slab should be structurally reinforced using at least No. 4 bars, within the middle of slab, at 18 inch on centers both ways. The structural engineer may determine that additional reinforcement is required based on the intended use and loading of the slab. 5.4.2 Slab on grade (garage concrete slab, sidewalk or driveway) should be supported on 4 inches of crash rock to act as a cushion and capillary break between the subsoil and the slabs. An impervious ' - membrane of 10 mils minimum thickness should be placed over the granular material in order to provide vapor barrier. In addition, two inches of wetted clean sand should be placed directly ' under the slab and on the top of the membrane to minimize punctures and to assist in the proper curing of the concrete. I CAPEX ENGINEERING INC. 6 1 1 5.4.3 All flatwork slabs should be poured structurally independent of the foundations. A 30-pound felt strip, expansive joint material, or ' other positive separator should be provided around the edge of all floating slabs to prevent bond to the structure foundation. ' 5.5 GENERAL CONSTRUCTION REQUIREMENTS Surface Drainage and Irrigation: 5.5.1 All finish grades should provide a positive gradient to an adequate discharge point in order to provide rapid removal of surface water runoff ' away from all foundations. No stilling water should be allowed on the pad or adjacent to the foundations. These lot slopes should be provided to aid in the removal of water from the pads and to reduce the amount of water ' to seep beneath the buildings. Surface drainage should be provided as designed by the project engineer and maintained by the property owner at all times afterwards. ' 5.5.2 All finish grade drainage swales must be cut into compacted finish grade. _ g g p Construction of the drainage swales using uncompacted loose surface fill does not meet the recommended grading requirement. 5.5.3 Continuous roof gutters are recommended. Downspouts from the gutters may be provided with adequate pipe conduits to carry storm from the foundation and graded areas, thus reduce the possibility of soil saturation adjacent to the foundations and engineered fill. 5.5.4 Planters should be avoided adjacent to the foundation. Should planters be constructed, foliage requiring little irrigation should be considered to further reduce the amount of water that could affect the foundation. Alternatively, a watertight planter box with controlled discharge should be ' provided. Utility Trenches: ' 5.5.5 Any utility trenches extending under the building areas should be backfilled with native on -site soils or approved import materials. Backfill ' should be properly compacted to prevent water migration through the utility trenches extending underneath the structure. - 5.5.6 Utility trenches extending underneath all traffic areas must be backfilled with native or approved import material and compacted to a relative compaction of 90% to within 12 inches of the subgrade. The upper 12 ' inches should be compacted to 95% relative compaction. Backfilling and compaction of these trenches must meet the requirement set forth by the City of Cupertino, Department of Public Works. I CAPEX ENGINEERING INC. 7 5.5.7 The soils generated from trenching may be used as backfill with the exception of cobbles greater than 6 inches in largest dimension. Compaction of the trench backfill should comply with the requirements set forth by the City of Cupertino, Department of Public Works. Trench Shoring and Temporary Slopes 5.5.8 Applicable safety standards require that trenches in excess of 5 feet must be properly shored or that the walls of the trench slope back to provide safety for installation of lines. If trench wall sloping is performed, the inclination should vary with the soil type. The underground contractor should request an opinion from the soil engineer as to the type of soil and ` the resulting inclination. Slope of 1:1 (horizontal to vertical) may be utilized for stable cohesive soils while 2:1 will be required for the more granular loose soil. 6.0 CONSTRUCTION OBSERVATION The recommendations of this report are based upon assumptions regarding design concepts, and construction materials and procedures. To validate these recommendations, Capex Engineering Inc. must be retained to: a. Review the drainage and foundation plans. b. Review the structural calculations related to the foundations. C. Observe the preparation of the site for slab -on grade construction. d. Observe the foundation excavations to determine if the exposed soil conditions are substantially the same as those encountered in this report; and, to make alternative recommendations based upon professional judgment. e. Observe the initial and final site grading and installation of surface and subsurface drainage. 7.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS 7.1 The recommendations of this report are based on the assumption that the soil conditions do not deviate from those disclosed and from a reconnaissance of the site. Should any variations or undesirable conditions be encountered during the construction, Capex Engineering Inc., will provide supplemental recommendations as dictated by the field conditions. - 7.2 This report is issued with the understanding that it is the responsibility for owner or his representative. To ensure that the information and recommendations contained herein are brought to the attention of the Architect, Engineer and Contractor for the project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractor carry out such recommendations in the field. CA PER ENGINEERING INC. 8 7.3 This report specifically recommends that Capex Engineering Inc. be retained to review the project plans and to provide observations and/or testing services during construction. It is the responsibility of the client to retain Capex Engineering Inc. and to inform Capex Engineering Inc. of the need for such services. 7.4 The conclusions and recommendations contained in this report will not be considered valid after a period of two (2) years, unless the changes are reviewed and conclusions of this report modified or verified in writing. 7.5 Capex Engineering Inc. does not provide design services, nor does Capex Engineering Inc. act as a builder. Our professional findings and recommendations were prepared in accordance with generally accepted engineering principals and practices. NO other warranty, expressed or implied, is made. CAPER ENGINEERING INC. 9 1 1 1 1 1 1 1` 1 1 1 1 SITE LOCATION MAP Figure I Project No. 5569 ..November 7, 2008 CAPEX ENGINEERING INC. 20374 Clipden Way Cupertino, CA 13 11 k 13 M k Q 63�1 W'O' Re a 0 Ini Qg[MGW6:�,��Gyw UU 9 If 0) 0 3 r= 4 13 63) V E3 �4 d 8 rN 13 rf i� 65) ,,Uppr g MG, OWNER ENGINEER Mulka Ravi Dung Bui 20374 Clifden Way 2021 The Alameda #360 Cupertino, CA, 95014 San Jose, California phone: 408-476-8747 phone: 408-621-0114 fax: 408-621-1503 email: mrstrung@aol.com, DESIGNER SOIL ENGINEER Nghi Thanh Le Capex Engineering Inc- 875 O'Farrell St. #104A P.O. Box 14198 San Francisco, California Freemont, CA. 94539 phone: 415-515-2256 phone 510-668-1815 fax: 415-775-5342 fax 510-490-8690 email: lenghiarch@hotmaii.com ABBREVIATIONS ACST ACOUSTICAL LAM. LAMINATED ADJ. ADJUSTABLE LAV. LAVATORY A.F.F. ABOVE FINISH FLOOR LvR. LOUVER ACST ACST L.P. LOW POINT ARCH, ARCHITECTURAL M.C. MEDICINE CABINET ASPH. ASPHALT MECH. MECHANICAL MN, MINIMUM BI—FO, DR. BI FOLDING DOOR M R�. MIRROR BLDG. BUILDING M.T. MARBLE TILE BLK. BLOCK M. or MET. METAL BLKG . BLOCKING em, BEAM (N) NEW B.O. BOTTOM OF N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE C. or CARP. CARPET/PAD CAB. or CAB'T. CABINET 0/ OVER CB CATCH BASIN OBS, OBSCURE CEM, CEMENT O.C. ON CENTER CER. CERAMIC OP'G. OPENING C.I. CAST IRON C.J. CONSTRUCTION JOINT PERF. PERFORATED CL. CLOSET PL, PLATE CLG. CEILING P,LAM, PLASTIC LAMINATE CLR. CLEAR P.L. PROPERTY LINE C.O. CLEAN OUT PLAS. PLASTER COL, COLUMN PWD. PLYWOOD GONG. CONCRETE P. POINT CON T. CONTINUOUS QTY. QUANTITY C. T. CERAMIC TILE CL CENTER LINE R. RISER RAO, RADIUS DET. or DTL, DETAIL RET� AIR RETURN AIR D.H. DOUBLE HUNG RD ' ROUND DIAL. DIAGONAL R.D. ROOF DRAIN DIM. DIMENSION REF REFRIGERATOR D SP. DISPOSAL REG, REGISTER DR. DOOR REINF. REINFORCED DWGS. DRAWINGS REO'D. REQUIRED RM. ROOM (E) EXIST. EXISTING R.0 . ROUGH OPENING or RWD. REDWOOD E.G. EXISTING GRADE R.W.L. RAIN WATER LEADER EXP_JT. EXPANSION JOINT EL, ELEVATION SECT, SECTION EQ. EQUAL Sc.DR. SOLID CORE DOOR EXP. EXPOSED SK. SINK EXT. EXTERIOR SH. SHELF SHV, SHELVING F.D. FLOOR DRAIN SH T. SHEET FIN, FINISH S.V. SHEET VINYL F.F.L. FINISH FLOOR LINE S.H. SINGLE HUNG F.O.C. FACE OF CONCRETE SHWR. SHOWER F.O.P. FACE OF PLYWOOD Slm. SIMILAR F.Q.S. FACE OF STUD &M. SHEET METAL F.O.W. FACE OF WALL SL. SLIDING FR, DR. FRENCH DOOR SL.GL.DR. SLIDING GLASS DOOR FTG FOOTING SQ. SQUARE . FX. FIXED ST/ST STAINLESS STEEL STD. STANDARD GA. GUAGE STL. STEEL GALV. GALVANIZED STG. STORAGE G.&or GYP, BD. GYPSUM BOARD STR, or STRUC, STRUCTURAL G.I. GALVANIZED IRON S.A.D. SEE ARCHITECTURAL DWGS GL. GLASS S.K.D. SEE KITCHEN DWGS GLU, LAM. GLUE LAMINATED S.S.D. SEE STRUCTURAL DWGS G.S.M. GALVANIZED SHEET METAL T, TREAD HC, DR. HOLLOW CORE DOOR T.B. TOWEL BAR HDWD. HARDWOOD TEMP, CL. TEMPERED GLASS HDW. HARDWARE T.O. TOP OF HGT. or HT. HEIGHT THK. THICKNESS H.M. HOLLOW METAL TPD TOILET PAPER DISPENSER HM HORIZONTAL TYP. TYPICAL H.P. HIGH POINT U.N.O. UNLESS NOTED OTHERWISE H.W.H. HOT WATER HEATER I.G. INSULATED GLASS V. VENT INS, INSULATION VERT, VERTICAL V.I.F. VERIFY IN FIELD INT. INTERIOR W/ WITH WC WATER CLOSET JST, JOIST WD, WOOD J. JUNCTION BOX WDW. WINDOW WP WEATHERPROOF YD. YARD Assessor's Parcel Number: 369-36-020 Name of owner. MULKARAN71 Project address. _ 20374 CLIFDEN WAY - CUPERTINO Contact person. NGH1 THANH LE Phone. 445-515-2256 Fax. 415-775-5342 Net square footage of lot. 7500 SQFT Existing �osed g Square footage: First floor: 1788 SOFT 2694 SOFT Second floor: Garage: 512 SQFT 512 SQFT TOTAL: 2389 SOFT !Zq63206 -SQFT 00� Are there at least two 10 foot by 20 foot clear spaces inside tho garage? 1Y I N 10-01% A..Of Is privacy protection planting required for the project? Y ( N I V*.J Build it Green Total Points L 79 POINTS mw On what floor(s) is work being done? FIRST FLOOR Brief description of work, 867 FRONT ADDITION 11, !! ii 11 #3 #4 BATH"' (N) LIVING RM. &FOYER Code editions: 2007 CBC (Y - N)2007 CFC (Y - N)2007 CMC (Y- N) 2007 CPC (Y - N)2007 NEC (Y - N) Effective 1/1/08 Plan Review Process Work Book Page -8-Revised 8,105108 SYMBOLS LINE OF ITEM ABOVE OR BEYOND (SEE NOTE) ELEVATION REFERENCE POINT BUILDING SECTION WALL SECTION or ELEVATION DETAIL GUIDE TO INTERIOR ELEVATIONS EQUIPMENT NUMBER NORTH ARROW REVISION DOOR REFERENCE WINDOW REFERENCE COLUMN REFERENCE GRIDS CENTERLINES, FLOOR LINES IN EXTERIOR ELEVATIONS, PROJECTED LINES PROPERTY LINES, BOUNDARY LINES BREAKS IN DRAWINGS SECTION LINES AND SECTION REFERENCES — — — — — — -- — — — — — — — — — — — BUI-DING SECTION LETTER REFERENCE SHEET NUMBER _—SECTION or ELEVATION NUMBER ,050 REFERENCE SHEET NUMBER I 7 -_�.DETAIL NUMBER A�'REFERENCE SHEET NUMBER A*� IVI BATH ROOM NAME Ios ROOM NUMBER 0 &— REASION NUMBER 0— DOOR NUMBER 0 — WINDOW NUMBER 4 DASH —DOT LINE DASH —DOUBLE DOT LINE DOT LINE BREAK LINE — INDICATES SECTION NUMBER c — INDICAI`ES DRAWING SHEET ON WHICH SECTION IS SHOWN 13 WIll M AO Title Sheet -Location Map, General Notes, Abbreviations AO. 1 Title 24 AO.2 Green Building Check List AO.3 Construction Best Management Practices Al Existing & Proposed Site Plan A2 Existing & Proposed First Floor Plan A3 Proposed Building Elevations A4 Proposed Building Sections A5 Proposed First Floor Electrical Plan A6 Architectural Details S1 Title Sheet S2 Roof Framing Plan & Details S3 Foundation Plan & Details S4 Details S5 Details IM 02= I4 MYR- __ 'rL UiLdL M%1*116a General Notes: I . All construction shall comply with 2007 California Building, Mechanical, Plumbing, Electricrz' and 2005 California Energy and the City of C.Apertino Building Regulations 2. Fireblock at ceiling, floors, furred down ceilings, showers, soffits and concealed draft openings not to exceed 10 feet maximum. (CBC 708). 3. Provide water resistant gypsum board under tub and shower enclosure materials, or approved backer board under tile, to a height of 70" minimum above the drain inlet. (CBC 807.1 and 2512) 4. Smoke detectors in new construction shall be powered by building wiring current with battery backup. (CBC 310.9.1) 5. Provide a fire warning system (Smoke Detectors) for each story and within each existing bedroom.(CBC 310.9.1) 6. Light fixtures in tub or shower enclosures or other wet/damp loctions shall be labeled "suitable for damp locations". CEC 410-4(a). 7. Provide Class A fire -rated roofing. 8. All dimensions shall be fi,,Id verified and coordinated with all work of all trades 9. Ceiling heights are to finished surfaces. 10. Offset studs where required so that finish wall surfaces will be flush. 11. All dimensions are to column gird lines, face of studs, face of concrete, and face of cmu. 12. Contractor shall verify size and locations of all mechanical equipment as well as power, water and drain installation with equipment manufacturers before proceeding with the work. 13. Coor6tnate- utilities shown on arch. dwgs. with mech, plumbing and elec.dwgs. Provide service to all utilities oultlests shown on arch. drawings. 14. All dimensions shall be field verified and coordinate with all the of the trades. 15. Finish materials for all baths, showers, walls at shower enclosures should have a smooth, hard nonabsorbent surface such as tiles/ceramic tiles, portland cement... 16. Structural observation shall be required by the Engineer for structural conformance to the approved plans. 17. Special inspections are required for: drilled piers, concrete over 2500 psi. 18. All construction to provide a waterproof, weather tight building. Contractor shall flash and caulk as necessary to achieve this requirement. 19. There is no grading work done between October 15 and April 15. SCOPES OF WORK: - 867 SQ.FT. FRONT ADDITION - (N) BEDROOM #3 & #4, BATH. #3 - (N) LIVING ROOM & FOYER Project Data :Address: 20374 Clifden Way APN: 369-36-020 Building Code: 07 california Building, Mechanical, Plumbing, Electrical & 2005 Energy Planning Code : City of Cupertino Zone: R-1 Occupancy group: R-3 Contruction Type: VB Lot Size: 7500 sq. ft. Existing Additional Proposed Allowed FIRST FLOOR 1788 sq. ft. 717 sq.ft. 2694 sq.ft. Garage (included) 512 sq. ft. NO CHANGE 512 sq.ft. TOTAL 2389 sq. ft. 817 sq.ft. 3206 sq.ft. 3375 sq.ft. FAR 31.85% 10.90% 42.75% 45046 Lot coverage 2389 sq. ft. 817 sq.ft. 3206 sq.ft. Lot coverage (as % of lot area) 1 31.85% 10.90% 42.75% milmu= Set back Existing Proposed Required Front Yard Setback 20-0 NO CHANGE 20 1-011 Left Yard Setback 5 -011 NO CHANGE 10 1-011 Side Yard Setback NO CHANGE 51-011 Rear Yard Setback @ HOUSE NO CHANGE 201-011 0 T.N. DESIGN 875 OTARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 000 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com iMulka Ravi Res. Addition 20374 Clifden Way Cupertino, CA. 95014 APN: 369-36-020 o 0, 0 no. revisions date PERMIT 09/25/200 date 0/25/2 REVISION #1 01 /25/200_ EVI • R SION #2 03/03 /200 4 ^ C,ertificate Of Comliance -. Residential (Part 1 of 4) CFAR MULKARAVI..RESIDENCE.,.,.,,.,,......--, ,,,, , -, , ,, ----10/3,112008",", - � - , , " Project Title blital-'� 1'-'"' I I I . I 11 : - 1-11,11, "I I'll I I 11: - 20374CLIPDEN,WAY..CUPERTIN0. ,- , - ; i - -, , � i I I I 11 - " "", � .. ..... � Project Address I Building rmit # ; � Pe�' I � TN,,DESIGN1, t111_ _ .,1,1 .. 1-111'. . ,� _ �!+Z� r . � � � - 11 - -1 1 .11 I -9 � Pla"'d6ackloato � I - � -(415), 999 4 Documentation Author Telephone � : � ; ' Ener I I I - � I I .1 11 I . I : - 11 I ! CA.Climate Zone 04 � � Field c1hack/bate , YPro ,v , Comet t ce Method ,��'ll"�,,�ll,�,�-,�Ill'"'-�'ll,� - I Climate Zone -- - TDV Standard Proposed Compliance - 11 11 114�f Y ,(kBtu s, F) - '' - - . -Pes!9P, j;iesigit, , 1. , Margin, .11 Space Heating 11.64 9.10 2.54 Space Cooling 2.93 2.34 0.60 Fans 1 �06 0,93 0.12 Domestic Hot Water 0.00 0,00 0.00 I Pumps � , � I 0,00, I'll I � 10.1010 I 11 - I 1111.01"010. - "I Totals 15k3 12.36 326 M-.---6 6-6641*�- 0*A-A..r#4. 9n A 0/1-� Building Type: I � X: Single Family � Addition I Total Conditioned Floor Area; 3,206 ftz � � I ' I I Multi Family I X, Existing + Add/Alt Existing Floor Area: 0 ft2 Building Front Orientation; (N) 0 deg Raised Floor Area; 2,809 ft' FuelType: Natural Gas Slab on Grade Area: 0 ft2 Fenestration -, Average Ceiling Height: 9.0 ft Area: 287'ft' Avg. U. 0.34 Number of Dwelling Units; 1.00 Ratio, 9.0% Avg. SHGC: 0,28 Number of Stories. 1 BUILDING ZONE INFORMATION # Of Thermostat Vent Zone Name Floor Area Volume I 11 I I Units Zone Type I I - - , Type - - I I I Hgt� Area - 11 I � I - . (E) Furnace . , I I I I I I I I 11 I � I I - I- - I I 1 3,206 , �, 28,854 I - 11 I 1,00 I. Conditioned . I � - 11 � 11 11-1- I I I . Setback, , , 11 I I I I 1-1-2 n1a I 11 -1.1. I � I OPAQUE SURFACES I - - . I I I- .1 - I - I I 1 I . I I I � 11 � r I 11 I Insulation AcL Gains Condition - - . � � � I 11 I . I 11 I - 111-1 111. Type Frame Area U-Fac. Cay. Cont. Azm. Tilt Y / N Status JA IV Reference '- - Location I.- / Comments ''I'll, I r, I'll . Floor Wood - ' 2,809 0037 ' - I I I . ' , ,R-19 ,R-0,0 I 0 , 180 : X �XNew - - 20-A4 - , 11 - ' Main Floor- - . ,,, - ,,,,,, Wall Wood 1 244 0,102 � I X , R-13 R-0,0 , , ,O ,,,, 190 -'� New , . � 09-A3 �, - - , : , am -Floor ,,, M MainFloor - 11 I 1. 11 I - - Door None 48 0,500 . .None R40 - 0� SO - , New. - , 28-A4- , ,- �, , , , .... - , , , , ,, ,,, - , ,, wall wood � 1 401 0,102 , ,R-1.3, R40 , ,,90, , �, 90 ,,��';, ,3 � - , � � , � ' ,.iNew - , ,09�A I . Main.Floor . - ,, - � I I I 11 Wall Wood 1 221 0,102 R-13 R40 ,270 ,,,,,, 90 : I I ,:New � I 09-A3� � ,, , � Main Hoor, I I 11 I I 1 I - � "I I � 11 I Door None 1 118 0.500 None R-0,0 ,, ,270 90 X: I 'New, ,., 28-A4 ... 11 I Main,Floo,u - � - - , - , - ,, , Wall Wood. 1257 0.102 : r R-13 R-O.Q., 180- - � 90 )( i I �.Aew . , 09-A3 , ,,, , ,,, , �: � Main Floor , ,,,, ,,, �. � - I I Door, None, 70 O�500 ,Insul ,R-�O�O 180-- 90 � § � New - 28-A1 - ,.. ,,, ,,,,, - MainFloor- ,, -, , , I "Ill., Roof Wood, 11 11 I � � I . � I I I I I � I 11 I I 11 I I I I I . - 1 2,800 . 0�032, � � I "I I I'll 11 I I .1 I � I I ''I I � I I I 11 I 11 I I . -3,0 -0,0 � �: , R , , ,R - 0 � ,115 I 1� � I I I 11 I I 11 11 I 11-1 - - 1 ; I � 1. -1 111. 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I Paqo�41otfl 10 - I �� I I I I � Certificate Of Compliance: Residential 111.1 (Part 4-of 4) C -1 R MULKA,-,RAVI,,.RE$IQENC;E,.-,-,,---,.,..,..-----,... ........ 1.111-11, "I�--,�".,-",�--,-,-�'..��,--,.----.�-�,�-",�",�', -- --AQL31a0Qa 1111 -Pro � j - ec � tTitle Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist, These items require special written justification and documentation, and special verification to be used with the performance approach. The local -enforcement agency determines the adequacy,of the justification, and may reject a building or design that otherwise complies,_ ______ based on the adequacy of the special justification and documentation submitted. --,-.-,-.,.,,-----,l Plan 1 Field I .____, .... ...... -- --r1---11114--4 � 11-11--11-- 1.1,,-,,,,-.,,",,-,-,,---,.,,.,,�,,�,,._,,',,.,.-,,,,�.�,,-."',r�..."-"",l---,-�.,.--,.,�-1--,----,-,-��---,-,�I i � � � � � � Wultiple0welling Units are served by a common water,�ta�i!�,Y!ADHW details on Part 3oftheCF4R. , � .,��-,-�-,-"------,-,--,""-�--�",.�-�,�,---"�-"�-�,�-,-�11--l-l�l-.�'ll-,�--l-11. -.1-1111- I 11-1 -4 ,I----- �.11 .- � -111. 111 1-1-1 11-1-1-1 � t � � � � , I-��----"�----.""-"".�1.111-�ll-�l--.��-��--�l--.-�---..�--l'-..-,-,.-��,-�f--. I--,--. -- I -1-i--- t "--"-",,��",-,-.,".-",-,.-.,�--,��,-� . ..... .1. ...... 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I 1191 ?a'H:§§ Rga 92b; 19=211 § I - � � f 11 EnergyPro 4.4 by EnergySoft User Numbec 6501 Job Number: T 24-780108 - P�P!119� 111 I � t, , - 1-1--l-l-, I -1,�11-11,�'.1�11.1-111-11�-11-111-11-11-�,�l-,-.,-,�,,, ., 111.11-p- 1111111111-111111-11-1 - " 11-11-1-- -11-1111-11-1-1- - 111-1111, ", I -- Certificate Of Compliance: Residential .10 (Part 2.of 4). CF- I IN MULKA RAVI RESIDENCE ''' '' I . =-=�, 10131/12008 - ,,, ,,, orolocirTitte "Ill 1-11' I I""' - - Date FENESTRATIOR SURFIZIES True Cond. Location/ , Area U-Factor' SHGC ''I'll, -.1 I � I I Azm. Tilt Stat. Glazing Type Comments 111. I - 1. I 1111 I Window. -Front., ,(N) ,, 67,2 -0.340 NFRC 018 NFRC 0 90 New Loewen Dbl/Ald Mticiad Low-E Main Floor 11 � 1. 1 2 YV,nn0qw Lqft JE), , 84,0 0,3401NFRC 0.28 NFRC - , I I . ,90 W New Loevven Dbvwd Mticlad Low-E Main Floor I I I'll I . 11 �, )ffirdqW_. R! In ,,, �;3 ,9 ... I (" !,�4, 9349 NFRQ P�?ii , FIRP - .�7Q , � O�Q, New . Loew n DbVWd. Mticlad Low-E I 19, � I '', � I - - I _Mani,flo " 11 111111- W 4 Window Rear (S) ,,,, !QEi,O , 0,�40 NFRQ, 0�28 NFRC - I 11-1, I I I I 11 I I- � 11-11 11 11-1111, 1-1-11 111-11 I'll, ''I I'll, -1 - I I I 11 � , I'll .- I-— I 1 - 11 I � - 11 I I I I I I I - � -111 I - 1-1.1 -1- I -1 I 11-1 - I I'll 11.1 I I 1 I � I - - I - I I I 11 111 11 - I I 1-1- I 1111 - � I 11 11 11 � - I � I 1 - 11 � 11-1- -.111111- , , - - I I � I I I I � - I I'll, I'll I - 11 11-1 - - I ''I - I I I'll, - I . I I I I 1-1-1 -11- I "I 1. -, I 11 111, I 11 � - I I I -1 I . I I - I 180 90 New I I 1. � I I 11 I 11 I 11 Lpavien DbINVd MtUad Low-E , I � I I I I I . I � - � I I I i I I , . I I Main Floor I .1 I I I 11 I I I 11 - � I - I'll I I . � � I I . . 1 11-1 11.1 11 I I � - I � I I I 11 I I I I I- � I I I I I 1 I'll. I I - 11 . I 11 I I 11 11-11 � I . I I ''I''. -1 I 11-1111 I "I 11- I .11 - I I 11 � .1 - I � . � I I I -11, 11 .11 -1 I'll, 1-111111111111-1 I'll, 1 � I I I I - I � I I I I I 11 I 11 I 1-11 111-1111 11 I 1 - 11 -1 1 I . -1 - 11 .: I � I � I ''I I .1-11, 1. 1 11-11, 1.11,11, 1. 11 I - - 1. 11 I I I - I 1 I � - 11- 11 11 -.1-1 I I I I I I - . 11 11 . I I . - � - ''I I I - 1-1- - - I I I I I I I � ''I I � - . I I I � � 1, - � ","I'll,",- 111-1-1 I 1-11-111, 111--l-I -1 11-1-- --- I I - - I'll, - I - 1-1 .1 I 11111 - ''I I I'll, I., 111-11 I 11-1-1-1 - I I I .1 1. 11 -1- � ''I I - - � � 11 I � � I InriirA1P-qnfim--t-ithPrfmm NFRC or Table 116A- 2, Indicate source either from NFRC or Table 116B� I I � - � � � I - � - I I 11 - � 11 � I I 11-1 I . I . I I � I 11 � I I . 11- I -11-1 I-, -111, 11-1- -, I I I . I I I - � d1lAiLT E3 it IT, Fff .14 101 za: I Mandatory Measures Summary: Residential (Page 1 of 2) MF-IR NOTE' Lowrise, residential buildings subjectto the Standards must contain these measures regardless of the compliance approach used, More stringent compliance requirements from the Certificate of Compliance supercede, the items marked with an asterisk (') below, When this checklist is incorporated into the Permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. � I I I I I I � I �. 1-1 - I- I 11 - 11 11 - I I I � I : Check or initial applicable boxes or check NA if not applicable and Included with the . ENFORCE-: ' �'DESCRIPTION permit application documentation. I WA DESIGNER MENT I I I I I I I I - I , 11,11 � I 11, - I I'll I 11 I I I I 11 ; � Building Envelope Measures 11-1 -- .1 11-1- I � � I I - . I I I � � I � I I I - � I : �, A 150(a): Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling, � � I . -�, I i � � � � � � § 150(b): Loose fill insulation, manufacturers labeled R-Value.,. K 1 I - ; X I . I I I I ; , ; e I � � § 160(c): Minimum R-1 3 waft insulation in wood framed walls or equivalent U-factor in metal frame walls (does not ; I X � I I I I i I . I apply to exterior mass walls), � � � � I I I � , '�*§ 150(0)� Minirnum R-13 raised floor insulation in framed flogis or equivalent U-farctor. � : x ; I . . - �i 1 � I 1 i I � � � § 150(e): Installation of Fireplams, Decorative Gas Appliances and Gas Logs, I � 1 7 i � 1, Masonry and f"tory-built fireplaces have; � I I � i I � I I a. closable metal or glass door covering the entire opening of the firebox I I I 7 I I X I I r � � � b, outside air intake with damper and control, flue damper and control z I X� I , � � 11 � . I � I � ; I � Z No continuous burning gas pilot lights allowed. � , I I . . I I k I I � I , - I r I � 5 1,50(f); Air r,starling wrap installed to comply with III $1 meets requirements specified in the ACM Residential Manuel. � I I � X I I I I � I I I � I I f. 6 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ' I - I � �X� � � i � � I . I � � 5 150(1)� Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0,31/o, water vapor � I � I i � X I � . I I t pwriisiance role no? greater than 2.0 Pormlinc,h, 1 I 1 7 I � � § 116� Insulation specified or installed meets insulation installation quality standards. Indicate type and include X I I r I I i I I � I � CF-GR Form: .. , ,, , � -1 I I . � � � � I i & I I r?-17: Fp,nestmtron Pr9diucts, Exterio(D*ors, and Infittratign/E41tration Controls, � � I � � � � 4, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. � � I I I I � �X: I . : I I . � ; I � � � � I 4 � 2, Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain I X1, � � i i I � � 11 Coefficient (SHGC), and infil"fion certification, � ; I . � I I i i t � � 3, Exterior doors and win4lows weatherstripped; all joints and penetrations caulked and seated, � . I I t I I � I � �X; � I � � � Omm MUMMI 1111amn I M��MINMML== 6 iio-ia,. HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission, . � : : �x � � I � I I 11 : � � § 150(h): Heating andfor cooling loads calculated in accordance with ASHRAE, SMACNA orACCA, I : a :A 1: I � 6 150(il� Setback thermostat on all applicable heating and/or cooling systems. I � X I I I . I I � I � � § 1600): Watersystem pipe and tank insulation and cooling systems line insulation, � � i 1, Storage gas water heaters rated with an Energy Factor less than 0.68 must be externally wrapW with insulation � I : I � � ; : X : i 11 I I c i having an installed thermal resistance of R-12 or greater, �; 2, Back-up tanks for solar systems, unflied storage tanks, or other indirect not water tanks have R-12 external , . I : , I . , X - � I I �; � I I ; � insulation or R-10 internal insulation and Indicated on the exterior of the tank, showing the R-value, :i � 1 The following piping is insulated according to Table 150-AJB or Equation 150-A Insulation ThicknesV � : � i 1, First 5 feet of hot and cold water pipes closest to water heater tank. rion-recirculating systems, and entire I I I I � I X I ; leng1h of recirculating sections of hot water pipes shalt be insulated to Table I 508. . I I ; 2, Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and e I I I � x I I � indirect hot water tank shall be insulated to Table 1 60-8 and Equation 150-A, � 4, Sicam hydronla heating systems or hot water systems > 15 psi, meet requirements of Table 123-A 1 � � X ; I ! S. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, I I : I I . I I 9 lx� I I � I and wind. I 6, Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed lx� � , � I � � i � I I I I i entirely in conditioned space, � 7� Solar water -heating systernsledlectors, are certified by the Solar Rating and Certification Corporation. � I I XI ; ; : I I'll I I � .11-11 � :11 11 - � - - - - - - - 11 I 11 � 11-1-1-11 "I 11 - -1 1-1 - 11-1 11-1-1- I 11 I I I 11 - I - 11 - - 1-1- I 11 -1.1 � 1-1 I I -1 11 - I � 1. � I 11 - I I � I � 11-1- - 11 EnergyPro 4A by EnergySoft User Number: 5501 Job Number T.24-780/08 I I � I I I � � � I -1 I I - I. -I - I r-1111-1-11, - I,,,,-- 11 I --- 111-111--l- 1-111-1-11.11 � 11 I 111111-- - - I � I I- I "I - 11.1-1, � 1, " � .. ..... . -1 ., �, I I I I I I Page: 7 of 10 I . "I'll" - 11 - 11 - - I - 1-1-1 1111-1 ''I". Certificate Of Compliance: Residential ' JPart 3 of 4 � C F-1 R- � I'll .... - 1.11 111 I 111111-1 ''I 1- I . . 111,1111--l-11 111-11 111-1-1- I'll, , , '' 1 , 0 , /31/2008 - " , - 11 1 - - � ....1- I P , rojec I It - T I It . I � a 1-111111-11-1- I'll, I-- bater HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type 1. I—, - I - -111,111, Eff 11-11 11111-11-11-1- Type � -1-1-1- 1-11-11 11 Eff . Status I -1 11 I'll - - -1 I I - - I I - � Type � , - � , , , - 11 - ", - 111111111-1 - 111111-- - � 11 11-1-1- (�) Furnace Central Furnace � I I I -11 - 1-1111,1111. I � 111111- - I'll 1- I I I I 1.1-1 I - I I I - I I 11 11-1. - � , I 11 - - I - 11-11. 11-1111-111-111 � I'll 11 11 1-1-111 1 I - - - I I— 96% AFUE, , - 11 - - 1 11 1.111-11, I 111-1-11 1111-1-1-1 111. , PC & geo �kjr,Condition er . a". , a 11 111- � � - -1 I I � I'll I I 1- I'll, I -1111, I'll - 13,0 SEER New 11 1 - � 11-l'', I 11- - 11 1111 11 - I I 11 I—- �- I Setback 11111111-1 1 11 I'll 11 - I I � -, 11- .1 1.1-1-1111-1-1111-111 11111- I .1111111- HVAC DISTRIBUTION ,,"I", 1 - I'll 1-1-1 111 11 I - -1- I - .1 - 11 I � � I I - I I I 11 . Duct Duct Condition Ducts Location Heating,--,,,, -, - I I 11.1-1 - 11-1-1-11- - .... �-1111-��'ll""�'ll-�ll.,��'ll",�I 1, - �Coollilnlg - 1-1.1 111 - - -1-11-11 - ... - 'Location,,,,,,, ,,,, 11 11 1111-1111 1, - - 11 11 11 I � IRI-Vaillqe Status- . - - I - I 1 � 1-11 � 'Tested"'?- I'll 1.1-11 -.1-1-11 11 I - (E) Furnace Ducted 11-1- 111 11-1.11111 1 I � 1 - 11- 11 -1.11-1111 111. 1.1- 1- 11 - .11, ... I , 1-1111-- ... 11- -, I I - I 1, - � - 1.111- I - - 11 I I - - � � . - I I I 11" I 11.1 Ducted - .1-1-1-1-1-111.1 1-1-1 - - - - I I I 11 11.11 -- I I -1 - 1 I I 1 I Attie 111 "I'll- I 11 11-1 11-1 -1-1-1-11 - - � 11 11 � 1. � I � I 42 Existin - �. I - "I'll I � 11,9_ �, _ � , ,, � � 1. - - 111 11 I.." 1 No I � -1,11 I - � r I I I- - I 11.11 11-11 - I 1-1-1111,11 --l. - � - --l-111-1 11. �1-1 I- I'll - 11,11 1 11 Hydronic Piping Pipe Pipe 11- - I I I - I 11 I -.1- - � Insul. � . � - - . 11. 11 - 1 � I I - 11 ,� I I - 11 � - I " � - I I I 11 ,- I -- S m Name - 11-111-1111, 1 -Leng,th'' I .,Diameter I.I.-Y 111- -, - -11 - . 111-11- 1111111-1- -111- 111- - 11.1-1-- I'll., -1-1-11-1 1-11 1 I ''I I I 1. - - 1 I 1-1-1 "I'll � Jhilck. 11 - � 1. I 11- - I- I - WATER HEATING SYSTEMS Rated Tank Energy, Tankinsul. Water Heater # in Input Cap. Condition Factor Standby R-Value System Name Type Distribution � - � "", PY,4� " (Btulhr) � I _ (gat) Status or RE Loss (%) 1-11, I 11 I I � I - 11 - - - - -11 I - I -1- � - 11 � 1111.1-11 "I'll, 1-11-11 - - I I I", I I I 11 111.11,11 I ' I I � - ''I'll - "I'll 11 I - 11 I ''I - I - 111-11- 111,111 - - I � - 1-11- -1. 1.111, 111. - 1 I I - - I I I I- - 1 - I 1-1-11-11- I'll - - I I � ''I'll, 11 �. - I Ext, , I � - 11- � I 11-11-1 I I I 11 I 1-11- - -1. � I I - I I I I 1.11- I 11 � 11 1-1-111 - - - I 11 I - I'll, I "I I -1-1 11 11 I - � I �� I -1 . 11 � I 11 I I . - I 1 I 1, - 11-11-11 -, .11, I I , -1 - - ,� � 1. - � 11 ''I I I 11- I - -.1 - I � I - I 11 1-1-1 I � I I., 11 I 11 I 11 - � 11 I 11 Multi -Family Central Water Heating Details �. - I ''I I - 1 - - I I p1t, Hot Water Pump Hot Water,Pipirig, I Add 1,2 I I I � .1-111, , _Lprigth (ft) , I 1. I I I I 11 , - - � I dontrol- , , , , , "' "' , # HP � T , , , n P le n u m Outside Buried Insulation - --l- 1-11-1--l- 1-111,1111-11 11-11-1-- 11-11-1111-11- - - ''Y'loe-1 -11 111- I'll-, I'll, 11 1 "I'll, 1111- - � I - 1 I 111-1 - I I I 11 .1 I - 11, --,"''I'll - - I .- � 1-1,11-1111 "I'll -1-111-1-1 I 11.1.11 I 11 I I I 1 -1-111 - I 11 I 11 I 111- I 11 I-- I - I I - I 1-1 11 11 - 1 1-1- I'll", - - I-— 11111 I 1-111. - 111-1-1,111- I - - I 111-1 ''I I--, I 11 I 11 I I,.,',,,,,,,,.,, 11 -1A 1-1-111 11-1 -1. - 1111- ....... .... I I 11111-1 "I'�-�,�-11111-,��,,�,�,��,�"",�.", 1-1-11111111 ... I 11 1 I'll 1-1-1- 1- I'll 111111- I 11-11 REMARKS I 11 I 111- - 11 - � 11 I- 1. - I - I .., 11 I � , - - , , , -, - 11 - 11111 I—— I , , , - , " , - , , , ,0 training strocturals to be removed � � I � , .�E) garage structurals to be remained � I I � ; I ! � i � . � - - 11 - I � - I I 11 I .1 - .11 ,,,, 11 1 1 I I'll . 11 1 , ,, , , " - - 11 - I - � . I - 111111-11-11 11 111 11 - � 11-1111111 I 11 11.11 1-1-1 - 111-111- COMPLIANCE STATEMENT I � 1111-1-1-- 11- This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administiative regulations to implement them, This certificate has been signed by the individual with overall I design responsibility, The undersigned recogrlizes that compliance using duct design, duct seating, verification of refrigerant charge and TX,Vs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS.rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: N HI THANH LIE ' ' , - , - , , " '' , , , " - , , , , , , . 1011 1-11-1 I I � - I I .11 - I I -111, I - I � I � - Tiffe/Firm: NG H ' I ' THANH ' LE '" -, '''' , , , 1111- I I 111-1111 11" 11 TAWF!rm: 1TN1DE$10R , - I I ,- I - I ,- I'll, I'll 11 - ' Address: 4715 �Q'F�ARI�,ELII, SIT #11 04A I I I 11 - I - I- I 11 I � -, - - I 111 I 11- 1- -1- I'll .1 Address: 875 � O'Farrell St, #104A 1 � - I I I "I'll, 11 111-11. � 11- ppill-po"CA,9411091 I I I 11 I 11 ''I'll $�AN-FRANVSCP�A,041, - -, ,,,,,,,,, - - ,", - - Spp,F�raq 1111 1-11,111.11 ,- Telephone: 416-516- Lic� #,, Telephone:14115!i, 99 I'll 11 I � I I I— I I 1-11 I I 1 I 111 1 - - 1-1-1-1-1- ' -111-11 I � - -, - -, � � - � .. .... . - , 1. I � 1111 -,'"'I'll-, .- 111-- .11 11 , -- I'll 11 0 � - 1-1-11111-1111-11'' 1-1-1111111-1 1-1111-1 111--.1111-1.1-11, I - 111-1, I'll", 1 - -1-1-11-11- * � ?e,1.1 I 11 11--l-1-111- - I I'll I � I Ill 11- I --- # V�I-Plbl (signature) ,�� (d4te) (signature) (date) Enforcement Agency Name. I'll I'll, 1,111-1- - 1 -.1111-1- ... - I I � I � I 11 - - I 11 11 I - - 1. � 11-1- - - - I -1 11 11 I I TdlalFirm. -1. 11 I I- - 11-1 I 1111-- I 11 - � I I -1-1 1. 11 - I I -.111- I 11 � 11.1 I 11111 -1-111111 I 1. 11 I I I I � - Address: . ..... .. � - -1111- I 11-111 I - 1-11-1-111 11.111- � I'll - I I -1 - I - 1111-1-1. I I I I-- - - � - � Telephone,, - - ... .. ... � ... .... . . 111-1-1-1-1- I—— , " , ,,, ,.,, - - (sidfritu4� I - " -11111 - I 11 ' - - - - , , , , " , , , - "' - , , --- �aatii� I 11 I I - 4.4.by,5n rgySoft User Number. 5501 Job Number: T,24-780108 - 11 - iPaga:51of-1101111-11. I - ,e ...... � .... ._. ,1, .11-11 -, 1 I -,"I'll, I.- �-.1-1 11.1-11 1-111111- -I'll, 11-11.1- �, 1-11-1-1 11111-1 I-- 11 I I I 11 - I I - i 1111I li��ill��ll�il��ill��illill��ill��ll��ll,��,liti-t-irtI rell! ... �ll�Ill��l��ill�ilill�lI *3411- J I � I im I ikq NOTE' Lowrise residential buildings sublarAto the Standards must contain these measures regardless of the compliance approach used, More stringent compliance requirements from the Certificate of ComPliance supercede the items marked with an asterisk, (') below. When this checklist is incorporated into the permit document.%, the features noted shall be considered by all parties as minimum component performance speolfications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist oniy� I - 11-111 - I'll, I I 'I'll, ''I - 111-11111-1 11 - 11 I I - I I � ''I'll", 11 11-1 - I 11 - -1-1 t i , - , - , '' , , 11 11 I - 11- I I - � Instructions. Check or Initial applicable boxes when completed or check INIA if not � It, DESCRIPTION I ENFORC E- z � MENT applicable. : 11-11-11- I—- � - � � .1 I I � I � I I - - r -1-1 "I'll, 11 - I 1, - I I � I 11 - I NIA DESIGNER I � 11 I'll I I I � -11 .11 - � . - 11 11 - .1.1111, 11-- 11- I . � I 'Space Conditioning, Water Heating and Plumbing $ystem Measures: (Continued) � � e11 � 1.111-111 , I 11 I'll I � 1-111-11 111-11-11111-1- 11-1111- -, - I'll, 11 I'll � I I I - I - I I - 1- 11 I I - � 1- I 11 - I 11-1- I I'll, 11 - I � 1-1-1 1-11 � I I � § 160(m)� Ducts and Fans -1- I � � 11 I i I I i 1, AN ducts and plenums installed, seated and insulated to meet the requirements of the CMC, sections $01 � 602,� $03,604, , I . � I � � I :x� � I I I I - I � 606, and Standard 8-5-1 supply -air and return -air ducts and plenums are insulated to a mfnumm installed level of � ; � : R-4.2or endosedenfirelyinconditione,ri space. Open inigs shaft be seated with ma%tfo, tape or other dueWasure system I ; � that meets the applicable requirements of UL 181, UL 161A, or UL 1818 or aerosol sealant that meets the requirements � � I I : of UL 721 If mastic or tape is used to seat openings greater then 114inch, the combination of mastic and either mesh or � � � � I I tape shall be used. I I ; z � � � I 2,8014ingiGavilies, support platforms for air handlers, and plenurraideflned orconstructeO with materials other than seated K, i, , � �, I ; 4 : � I I : � �, 1, � 1- : : sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. StAkfing cavities and Support I � i � I � platforms may contain ducts, Ducts installed in cavities and support platform,% shall not be compressed to cause reductions � � i I in the cross -sectional area of the ducts. I I � I I 3. Joints, and seems of duct systems and their components shall not he seated with cloth back rubber adhesive I ; 1i I 1 . � � i � I - ; x, - "� � � � . duct tapes unfesssuch tape is used in combination with mastic and drawbands. ; : � 1 4� Exhaust fan systems have back. draft or automatic dampers, I ,f Z .. .... � I : � XI: i 1 :, � I i I I I 6, Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating I - : X � i I I : � I ; I k I I I � � , , : � dampers. I i ! ; I ; 6, protection of Insulation, Insulation shall be protected from damage, including that due to sunlight, moisture. equipment I I i I'll "I � � ; � X : I I q . � : . 11� I -1 I I I maintenance, and wind, Cellular foam insulation shall be protected as above or painted with: a coaling that is water i : � retardant and provides shielding from sollar radiation that can cause degradation of the material. �i I I �X -, ) : . I � � I I I I � 7, Flexible ducts cannot have porous inner =as. I I � �� - - 11 j : I �� I � I 9 11 4, Pool and Spa Heating Systems and Equipment � �- , . � - - � . I I I � I I I � . � ', � I I I I,Athermaf efficiency that complies with the Appliance Efficiency .Regulations, on -off switch mounted outside of the . � - � �,,, , � , , �', -�, � . I - �� ; I X � "', ,, r, � : : - I 111t��' � heater, weatherproof operating instructions. no eiectn resistance hearing and no pilot light, - � ; , , z 11 � I 1 2. System is installed wift, , I I ; I � I � X� I I i I � : I z I : � a, At least 36" of pipe between fitter and heater for future solar heating. i i I I - I I . I e b, Cover for outdoor pools, or outdoor spas, � � I � � � I X � � � I I : !, , f I I I i I I � 3, Pool system has directional inlets and a circulation pump time switch, , I I I I 1 : I r � ; Y, . I � . � �� 111 � : Y I I � § 115� Gas fired fart -type central furnaces, pool heaters, spa heatersor householdcooking appliances have no continuously � 11 I j ! - 11 z I � ... I X�, � � : r . � burning pilot light. (Exceptiom Non -electrical conking appliances with pilot < I 50 Btuft) I I � i � I I I § 11 8 (i)� Cool Roof material meets specified criteria I �- Z � -11 � � � X I . j . I I I � � ''I � � I 11 I I I � I I I : � Lighting Measures 1 I I � � I § 160(k)l: HIGH EFFICACY WMINAIRES OTHER THAN OUTDOOR HID- contain only high efficacy tamps as outlined in Table ' I I I X I I I I I � , I I I I � , I I iWC, and do not contain a medium screw base socket (E24/F-26). Ballasts for tamps 13 Watts or greater are electric ; k � I : and have an output freq wency no less than 20 kHz. I e § 160(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HIM contain only high efficacy lamps as outlined in Table 160-C, I I � I : , � I I x �, I � , ; , ; I luminaire has factory installed HID ballast. � I i ; I . � § 160(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires, Up to 60%,of the Wattage, as determined I I ; I I ��11 ,'I � X, I I � I I in Section 130(o), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, . I L I provided that these lurninaires are controlled by swiliches, separate from those conlroll Ing the high efficacy luminaires, I 1.11, - 11 I I ; I J 4 § 160(k)3: Permanently installed luminaires inbathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires, � I � I � X � I i . I I � 11 t I - - � I I I OR are controlled by an occupant senscr(s) certfied to comply with Section 119(d). I � I � § 150(k)4: PermarientiVristalled luminaires located other than In kitchens, bathroorns, aragps, laundry rooms, and utility rooms I F, sha0behkj efficacy luminaires (except do -sets less man 70 ft) OR are con rolled by a dimmer swfth OR are controlled 11 � I . � I I I 11 I -11� !X� ;. 1� I by an occupant sensor that complies with Section I 10(d) that d8es not turn. on automatically or have an always on option, I i: I I i § 150(k)S: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are � . � I ; � : : X: � I - I I I ; : : certified to ASTM E263 and labeled as air tight (AT) to [ass than 2,0 CFM at 7$ Pascals, I I I ; I I I § 160(k)6: Luminaires providing owildoor lighting and permanently mounted to a residential building or to other buildings on the I 11 I , � i � i I I � X : I � I I � I i ; same lot shall be high efficacy luminaires (not iricluding lighting around swimming poolstwater features or otherArticle 680 i ; � locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 1 19(4), � I � I I § 160(k)7� Lighting for parking lotsfor 8 or more vehicles shall have fighting thatcomplk� with Sections 130, 132, and 147, � � � � , , j I I � I � ;X le I 1 : I I � - I 1 � : Ughting for parWN garages for 6 or more vehicles shall have I ighting that complies with Section 130, 131, and 146, , i � I § IWO& Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more q I � : )( 11� 11.11� ; � : : ; 4 � I I - �,; � I I dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(a) certified to comply with Section I I 9(d), � N i �; : ,,, I I'll- I - - . - 11-1- 1-1111 -1 11,11 I - 11-1111111 -1 .1 - 1.11 11-1-1-111-1-1-- �. 111- -1-1-11-11 - - I 1.11- 11111 - jrnergyPro 4.4 by EnergySoft User Number: 5501 Job Number T,24-780108 � ., �, , - "..' ... . � - . . I I I - I I - - 1-1-1-1-11-111- 11-11-1 11 -111.111-11 "I I � I 1-1-11 11 I -11- - I'll 11 11 I I'll. I 111 � � - I 11 111 .11111-1-1- 11 - , � , , paqw a of I 0 � I - 11 �- I -1-11-111 11111111111- 11 - 1111- T.N. IL-)YESIGN 875 OTARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 000 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hofmail.com Mulka Ravi Res. Addif ion 20374 Clifiden Way Cuperfino, CA. 95014 APN: 369-36-02 MIME I - ,;, , " � �, I '' I � 111 I I", �* , 11 k `,� ,,, " I" - -, ,,�� ,� , , � ��f ', P ,�,� �,,i ,11 , ,� � � I - ",.'n, v 'il, (� "� ilsi V,�, �i �",��' ,,, 11" 3 I 1 � �5' 0 1-- �'J �, I— -, , , li 17, ,,, �J � , . � k '.1 V 1, ,� V�, , N ��,�o R! ��,�,;,,� , �,�, ", � �,; V , � � - , ,i � , , , ,,, " " - �,, ,,��,a " � � - , , " , , " , f, "", I � - , V. n�, " "N - , ,� v� , 61 I I , I . 5V5' # (6 -- - no. revisions date - - PERMIT - ,�Z REVISION -#I Z?27� _?E�ISIQN cl�iv Ll ��- 11� I �,, ''I 11 � , ��, , I ��, , , , , -- , : I ,, 111- " - � 1 1 - date issued: 0 1 /25/2009, _______ - ----------, - --- 5�� - - --- I drawn by: NGH1 THANH LE drawn by. NG 2572009 71 /7-- .-� HI THANH LE _ : _ : - j . -2008 . job#: 780-2008 - _ __� _ - . - drawing number U,�Ox M 111111111111111111W � ^ rRT.17M. 111 molilp-IIIIIIIIIIIIIIIIIIEVIIIIII Single Family GreenPoint Checklist date: — I I , IdAlGreen! BW � I I 0 - ! = I I = ,� . . r - I � I 1 > i - 10 I I � � , , , I _ - I , Ir" �-�-:,��, t�,�� I I � . . .? , ! . ;a 0 1 i f 8 , 3., The GreenPoint Checklist is based on the various green features incorporated into the home and is the � �--,,,,,�-�,,,,,,-,-,","� ,`,,,,111 , - I I - 1. I I I I I 11 � - I -, .1 'I', " I .5 , 0 l . I < U 5 � X I I I � I � I , I __ , _ 11 I basis for the GroonPoint Rated program. A home can be considered green if it fulfills the prerequisites, �,i1'11,11�,,' ,2�., 11-11, v,�� 5��Ii,,Y 1��,�,, � i, , - 11,11" 1� ," if " I I Wood for Root Rafters ,-L---L- , -, - I - � - - � i 11 , i earns at least 50 points, and meets the minimum points per category: Energy (30), Indoor Air Quality/ P, I - �� , `� ,� ,��, -, , , -,, �`, N i'l i" 11 , �3 , " d. kJoists, 11 I I 1 i I i Health (5), Resources (6), and Water (9), Please contact Build It Green for a list of qualified GreenPoint , I', � 1111" i� ` 6 , ., , 1� 1� �, 1� , 'i - "' ` "� `��' " - 1� " , . , �, � ,11 i,� � � , C 0 a. Engineered or Finger -Jointed Studs for Vertical Applications I � I � i I 1 i 11 I I ; Raters if you are interested in pursuing third -party verification, I - - . �� " 1�� , ,,�, "', I ,-'I �11'111 1, I- "" , , ` I - I - - - - , 11 N I. Oriented Strand Board for Subtloor � 11 �� "I � I -1 11 _ I �,�� ; - _, I I , , - ��,',,� " , " � , I , , - C,� �_,,�, �, -", � �: ": ,� , 'I, ,� � ,,, � `e�� r ", -�,,; �� - ��, -,_�, C �,-! � � �� I , I �, � "Ill, ` � �. ,III ." � , 1� ,� ", " ," I " -- � , , - , - " �� , - , " "- , , �, � 1, 11 , " " 5 N g, Oriented Strand Board for Wall and Roof Sheathing , , 3 i I � � ___1__1_11___11 J. . ... . ... ... - " - - . I I 1 I � ��_,_ _ I Lt, I I � I 1� ,. "I 11 , �� , 1-1 , - , � I , - I- I'- ,I , - I �t , � ', �,_ �.. _., " ��,, 11- 41 _ � ,_ I , , - , �__ 1 1 �4 " , . ... � i---"-,.�,11,i:i;� i FSC�Cenffkrd Wood ` I � � r i-,-,-,--..'��,,�,�-��l---,-.-,�-�l.--I 11.1i i : .... .. , , I I -,"', e� � I 11 � I'll I., , Z I, 11 I � .......................... _. 11 - �� " I 11 - � � I I " 11 11 �1' I - I'll I I 11 , I , , 11, - ------- 1,1111, 11 I I'll I..", -1 .... Z ,,, .111,1111, - �.. , ....... , ", �� " �� , �_ �11 - � � � �., " I , Z ..... , __ 1 I I "I'll" I'l,"I -11-11; � "" " 4' � "I _ 11 - , 0 - a. Dimensional Lumber, Studs and Timber., Minimum 40% i I I - I i I I I I � , , I ` z � . I � " t �I I 1 ,, I - '4141 - I I � ! 4, 1 1, I 11 NO I 3 i," 0 ,i b, Dimensional Lumber, Studs and Timber: Minimum 70% i I I I I I 1 - I � a a 1 , , - 19 - iii , I � � 75 �, 0 c, Panel Products: Minimum 40% I I I I I I � I 1 . < � I I � t., 1 � g - I 1. �'. 11 11 , nt � � , $, 1 r ■ i 0 _ .--,,.,,�,�,,,--�,,,----�,�-.",.�ll-,",----,--"-.�----,,,-,"",,,,,,-,-,.-,�,-,--,.,-,,,,Z,,--,"-,",--,-�-""- 6 Panel Products Minimum 70% - I I I ' " ...... .. . ..... .. � . ........... . I'll 4r_L_____ ....... ,- ---.. - - 3 r , I I , ,� ........ , , , , "" �_, z.'.' I I , , , � ,, , , I , , , , , 1 � , , ,, ...- , , _-, .' ,, ,,, " - - , , . , � , "" � 1�1 I , � : , , ,, . f - t, I b Pat Mesisuro , I ""I", " . E �' i �, � " ,,�""_ _'�_,' ,.� �, �bfie � t tl- - 1�11i _ �, , ,_�,�z_•11_, '_m,�,�___�_,, " ,�___,�, 11 �,!,-�',_,,��A,;,_.�__ ,L4��,�,�;, ,-,,, ��, .. ...... . . ,4- ��, � � �,, , " - _111'1_�1;1,1�� - � , - �:�A,_�x, __�_��.� _, .A ��,,��,,'-;,,�,.,,�,-,��,,,,-,,,,�411-11 ,��, '_ _� ",' 'n pfa � I . I , � 1. Protect Topsoil and Minimize Disruption of Existing s&Trees t I �:""-"��,,�,,��,,,,,-� ....... ___ .... .... 1111_11___--4 I a I a. Protect Topsoil frorn Erosion and Reuse after Construction , I �, � - , I , , 1� I � - � � � , i , , � � a I w : - I r I - I - I 11 "I'll - I � 11 , ; 0 � tr Limit and Delineate Construction Footprint for Maximum Protection , � , I � i , I I � I I � . d_1 "I _111_1.__ ...... ` �-",�,��ll,�,�-11111,�,�,�-,�--,--,�,,,,,� � � i " - 111_1 11 - - , - , , " - , , - , , , , , , - " , , - , , - " " , 2. Deconstruct Instead of Daniel , " , , Daniel Existing Buildings Oil Site _ -, - - , , , , , , , , , , _ , " , , " , "' " , , - : 1, I -, I 1 - _1 'A " , , I , ------ , , , " `_ _", ", , '"' _, �" `_,, _ , _ _ , _ ....... 'I, I i � 'i, kl-ycla Job Site C'mistrucuori'll (including Green Waste) �, � � I - - � � n 1 a Minitnixin 50% Waste Owatilon by Might Recycling ne Reuse) ,'��Vqh,ry �11_11`1111.11_ _d._ 1 - I'll 11 11..1..__,_ 111-11.1. 11 , I � � , ,:�: 1 1 1 R � I � , I 1, I'll, 1 11 111111111 � i b. Minimum 65% Diversion by Weight (Recycling or Reuse) � � N I c, Minimum 80% Diversion by Weight (Recycling or Reuse) ---l --- - "I I "I I , , 1, I q � I � 1-11,11, -1 ' I ' 11-- I .... . ... 1 " "" " 111�__ ".__�___."', �,,�,,,,,,,�,,,,.,,-,,..",,,------"� - - , ; E 4. Use Recycled Content Aggregate (Minimum 25%) , I � I i , i 1, I ___, _4_11 -1 ____ -:1 - - ------ 1-111-- ... .... .. --"-! ..... . . _1 I � � !, '� � , N a, Walkway and Driveway � j �: I'll � 11 I �- I _�, I - - __ I , i ,. . I'll 1 .1 � � a I b. Roadway Base , ) : -1 �'�-I.I.---r-.-"'---....,-'--",."'-'�.,,r,,,�'l-1---L- �_111__� ,,.---..-�,-,",----"'---l�ll"� j � 1-1-11-111 I'll, ..... . . .......... . 1,1, _, - 1_1 ,�,,-�,,--��,�11--,,-,---,�,�,.'I 111 - ,,, 1- -.1 111 _11-11 I—- 1,_1_11_1_'._ ,"-r Total Points Available in Site = 12 : � , , r, � "',-1-7 .. . .... �'",,�',� ... ..... :�,,,�,-�,�.,��-'�-- :,.,:------'�,,-:1�,,�ll,�'I'll, 1 1 1, , , _ , , " I I ��, , I �% , " 11 I �, f I I I - ", " - I 1, , : 1 , " ,,� � � , , "6 `&_f_, `- `_ -7- ,____,_,__,___,7 ....... .. ", � ,. '' .", , 1. �, ,<�� , � I .F, UNID-A' ION I :, � I I I : 111_ < ... ...... ,:,�,� _ . . ..... ...... .- - �', _4, , '7m,11'111 , , _. � � , , , , , .1 I 02, 0,y, ! �:2,�� " - -., 11111,11-1 _,_,11111,;,,�� ,� '' , -� ,, �_� � T771" *"-' � _ 1 I 1. Replace Portland Cement in Concrete with Recycled Flyash or Slag � , ,I � 1, � ' A I _,,_,' " _ � N i a. ,Minimum 20% Plyash or Slag 1 I ,I � � , , I . � - I I i �_ " 111 � I 1 - , , I _11111- , � � M I b. Minimum 25% Flyash or Slag I � '�, "L ,� � 1 � i I _ , , _ � � I 1111 ,_,_.____ . ..... ' 11'. 11-11"I"", 1-11-, � .... .. �",.",�"",�""�,�,�,�"",--�,�"-",-",-,,-', 2. Use Frost�Protected Shallow Foundation in Cold Areas (C,E,C. Climate Zone 16) _111, ,., -,.,- "I 1-111-111111111 ------ _,_�____--_111_11__1 " __ _ 1 1111-1- 1�1- I r- - , 1, I " � I " � � I : r ,1___ � 1 "I'll _1 - __ __ � I 1-1111- 11 1-1 �, - , ", "", __ -1 - 1, - "I 11 11111- 11 - "I _]_:_:_,. I a � 3, Use Radon Resistant Construction (in At -Risk Locations Only) , � .......... , � � � 11 - " ""''.,�""'',�,,�",,�-,�"-,_', 11111111- 11-11111111, .... . .... __ , ,""", 4. Design and Build Structural Pest Controls 1-1111, 1111111111- .1-111111- v____, I � �t , z 11-11111 1-1- � M I I � a. Install Termite Shields & Separate Ail Exterior Wood -to -Concrete Connections by Metal or Plastic FasteriersilDividers I - 6 I � I "I _b,A1 I New Plants Have Trunk, Base, or Stem Located At Least 36 Inches from Foundation , -- Total Points Available in Foundation = 87 1 111111,1111, I— � h'i -, 11__:___�� ... ...... � - ... .. .. � .� , " , , 1- � ' 11 - - , � _ J NJ) , 7`1 ..... .. 17i'1"1!1"1`�11:"__ " ' I 7 ,,-' � ,SCAP APING : - , , , - , , , - ,� � � I , ,� � ", , � 11 I 1-11 ", , , _ , �_ _' '_,:_, - 111_111- 111,111-1, I — 1.11111�J, "I ___111._1;11_�1;,__,_1_ . �4'i,� ��., , � , ,',' , ,�,��,�,�,� I 'ib , , � � , , , "'��, � , , ,,,, Psblolp,rw,duf*,� , - —, I — 11,11'�' 111111�.�-" '�'� ''L';, ��__' � 6itn"'i", 1 1. Construct Resource -Efficient Landscapes I i i f,, - I � I � 0 a, No Invasive Species listed by Cal-IPC Are Planted _4 i I t -� 1111 111111'1.� I 11 � ' - '.11 I � , 1 _1 , 0 � It. No Plant Species Will Require Hedging I , � I ,I : , I � I I � I I � " �- - � � I � E c, 75% of Plants Are Drought -tolerant California Natives, Mediterranean, or Other Appropriate Species I I I I . � I � , I I �, I 9 - - I 0 I- ___ - -1 � 0 � 2. Use Fire -Safe Landscaping Techniques 1, r. I I 11 � 3. Minimize Turf Areas in Landscape Installed by Builder I I N � � a, All Turf Will Have a Water Requirement Less than or Equal to Tall Fescue$OB plant factor)11 I -1 I __ - � a . I � tr Turf Shall Not Be Installed on Slopes Exceeding 10% or in Areas Less than 8 Feet Wide 1, � �: ,� I I � , I 1: I , I � , I j j I I I I I E c, Turf W3% of Landscaped Area (told 2 points) I � I t , 1, 1, � II, 11 I I � � a ! I _.,,I,_.., .111i�lll d. Turf ilik'10% of Landscaped Area (total 4 points) .. . . ...... .... ,_, - 1 .. 11 __1 11-1 111111-111-1111 I'�-11----,.","--,---�----�",---".-"-I I I I � " , : i : I ,� , 1I - I 11-111-111 ` _1111_11_�`_�"'_ I ,, I , I Plant Shade Trees I I , � a -1-1- 5. Group Plants by Water Needs (Hydrozoning) - ; 111.1111.11ii- � � . Install High -Efficiency Initiation Systems L�,�:_:,;,3 ,., , ,- __ i __ __"', - , I i 0 5 a. System Uses Only Low -Flow Drip, Bubblers, or Low -flow Sprinklers , I , , I � I I � I !,� � t { 0 b. System Has Small: Controllers , - i F I I I � 0 7. incorporate Two inches of Compost in the Top 6 to 12 Inches of Soil I - - I , , 3 ,, , : _. ; i -_ I � ?, I �1-111_1111 I'll � a I 1-11, 1-1-11 8. Mulch All Planting Beds to the Greater of 2 Inches or Local Water Ordinance Requirement 1111111-11,__ .. . .... _,__1____111 1-111,�,,�--�'"',;"�11.71-11-�-,---"-"-,--,�-1,�,-,�,,�,""""-,��-I I I , k' 2 " 11 - � , -,,,; �___11111__ ...... 1111"_ ---,--,-�-"Z"""""-�",--,---�,�--�-,�-� . .... ... __, ______7 �,,il'.Lla_,' � � a 5014, Salvaged or Recycled Materials for 50% of Non -Plant Landscape Elements I, 1 "I v '� , , , 4, !, � � I I i �_-1-111-1-.1, � __,11111 .11,11111, .11111_1'v��, I I I � I ,I �� 0 10. Reduce Light Pollution by Shielding Fixtures and/or Directing Light Downward � , � j I � -1 1- , -, 11 11-1-1--11-1 111-1--1 111111 11 11_� .. . ..... r�� ,___,________1 W11-1- 1-111-1111-- 1___,__, ,�_ I ....... Total Points Available in Landscaping -- 311 ,��,�", `�11111117117�171 ,'1'V7,_ � ...... f, "'' I -�--�1_1141'�111 ,' , , " i , ,, , - _1 I 11 , ,: , I ,*� , �', J, , , , , -,, - , , '_� � FRA II , NVj ,,,:,, �_ � ,, STRUCTURAL ME& UVI IN , C , F � � � i� �; ,�;�, " �, , I — I _!,�� ': , . J� �,� " - , , , , ,,, ,�, � "", ,'� ,, , � , � , ., � e .� �;, 1. ,,, .� - � ,,_ _ "I "�:i"�!�! t 1.1� ��__,, ____ _ _�,_ � ,�.11"��,,,�,��,,,��,�-,�l.,�,,;,,�,,�,-,T",,,,- ,w,'.,,': _�z,_,�_,� _, ,�," �.""`;,� 1 � i . 1. Apply Optimal Value Engineering : I I - I P_,_, ... .... ....... _ '_._.,-, I I I , v E � a, Place Rafters and Studs at 24-Inch On Canter Framing I I 'I � I � a � b. Size Door and Window Headers for Load k � _ 0 "I ■ c, Use Only Jack and Cripple Studs Required for Load , � 111'1_1 .41-I.-�,,,��I'�,,,-,,,-.,�,,�,,,,-��.",�1-111111-1-, I � � � � ,", . ...... :, _ " �' 11111 k 11-11 ''I'l��-11�,,�l,��",�",�,�-""-""".-",-,��",-","",-�--".,,,,,""-'-,,-,,�l�-' 2� Use Engineered Lumber � _� i4_____ -�--.,�,--:�,,-,� 1 . 0 � a. Beams and Headers � , , ) I i 0 b. Insulated Engineered Headers , I I I � , ' a � � � c, Wood I -Joists or Web Trusses for Floors � � , ,I � , � " , ".1 1, . I �1_ "Ill., ; N 0 2007 Build It Green Single Family GreenPoint Checklist 2007 'Version Page I of 7 0 2007 Build It Green Single Family GreenPoint Checklist 2007 Version Page 2 of 7 - . - � I- � " 1- I 11-111-�l-.,�ll,��""�-""",�I 111 .. .... 11 " 11111 11 - , I ,"', I I—- -1-1111 111111 11 I I I I . I I : 1 i i 1 , ''I � -,��,"'-�,�,n,.-�-.,�--"�,�,�-�".""�,4,, , - � � I r - " .11`__,_____, - � I'll, � "I 11 I - 11 � __ - " "' ,, �'. __ 1_1111111, __ —_ ... � - I � I- -� ....... - --------i---,�r-,-",�",,,-�-1; 1-1 I - I . t � , , - I , , � I = t 1 I I I E! I 0 hy � 1, iE ,� � . , . .0� I = - I I I - .,; 'I . - � > I mm v I -A- N e, _V � �� a ) 1, - � -i i I Ic � � I i INK-3 a �1; .1 ,I 6 1 .-, S � X i i I q I i 0 i sg i � I I I I � I v I ______ ___________ I � : i � I i i � � , I , . �1'1 I 11� �, .y-�-)�,,, ,," ,W,,,�l I t - E 1, - I 1 �, � I 11 - I � " , , -, " "I - I I I � A � �','-1',',','-,,',111121'ell 1�1 �� I , � I " ,�,�,,.,;3,�,,,o.. I n - I .-=mv-4 I � Available Per sure Points Availa i � a � c, Automatically Controlled Integrated System 1, I I 1 � � � I , l � I , �� .... '' I �_ , � I - 11'', -li , I � - , : , , !4", �: 11 I , , 1 " - - � ill, I I � , ,"L � �,, �,� - ....... 1,'Y, - ,,,,�,�,.��,��,,-,�--��,�"-,�",--,�-,-,,,,-.-�,--",�,-,�,--,,---,-",;4 � �, , � ,�, z� ,,,',,,- �;4, ,�, , __,,_1 I I I J I - � �� ____ �_11 11 1-1- I A , — � x � E 'I d- Automatically Controlled Integrated Systern with Variable Speed Control , _', P, � I � I 9 I I - , I � I � � , I � � I -, � � ... ;. "'I""', - I I-:.-"- _111 I— 11 1-1- -11 - - I - 11, I 0 � 1, Pre Plumb for Solar Hot Water Heating _ "' — ,-,-,- — ___.1___1_1 ` �_11_ ___11 1- . _____,_ , � � I � i _11_t - - - - - - - - - w� __,_____ ___1_-_.__-1 A - � I � -,,----I � : , , > ... ,.......... X Install Mechanical Fresh Air Ventilation System (Maximum 3 Points) g , . , I I I 1, � ,I f___,_,,` L-r. Heating system i I I � I , l � L______,_`,_' 11 i I I � 9 a. Any Whole House Ventilation System That Meets ASHRAE 62.2 1 � I � .7 I I F I " : .- .1 � � ,, " _ I I I I'll, 1, I �q -� .._"�_!n!I!!1�S?!!1,!`nar � N 3.InstallWiri Conduit for Future Photovoltaic Installation &Provide 200 if of South -Facing Roof 11 ________ .... J "��--,---,--.--�--,--,.-------,--,�---,--,-,�,�-",---,�-�--, "_____,___,__,___ i I � � N I b. install Air -to -Air Heat Exchanger that meets ASHRAF 62.2 � , 1�' � � I I 1; , I I : "I I 4 � 11 I , � -, , , I _ . ..... � � I 3 I , ,L Install Photovoltaic (PV) Panels � I � _Y I "I ��,�l--,:.,-.�-�-.1�11--�11--"- _ __11-11- _ , -` N I 1, install Carbon Monoxide Alarm(q) --------- 1, � 1, , I � I � I I � L I � 1, 0 � a, 30% of electric needs OR 1.2 kW (total 6 points) � I I � 9-�,�1-11,��."-",-,-.,�,�'ll""I'�-11,� , _ ......... , i � , Total Points Available in Heating, Ventilation and Art Conditioning 30, 16 I I I i a ■� li� 60% of electric needs OR 2AkW` (total 12 points) � I I � I � l I , I.- 111111.1- I—— I __ ------,-,--,--,-��,�.,�,.-,-�-."�,-,-� -------- �",-".,,.-",---,-".�,-,-,."� --------- .___,.__., . ..... -.-,.�-----"--"�-,�-,--'�r�-"--'.-"�-Il.-I",,�.,�_.,,._-,,,--,-�--,�--,.--,-�,-.,., t 0 c, 90% of electric need OR 16 kW (total 18 points) s l �_ _1 --�"II ----- Total Available Points in Renewable Energy = 28 3 l � 11111111,111-', ��',�"",;,r,�"I ,� I I , , � I 1, � , , 1 I I � I , I � ,� I � I I I � i�, 1�, � I ' asure , I I I � I Points Available Per MO. J , " ,� - , r " ,,, � 111-111 I _� Z �,,��-�.,,--��,�-,,-��---�,, - - --- - - �--,��--.,--�.--------�--�.--"�4--�-�,--�------.-,�-..-,--, , - �� gnostic Evaluations I 1 I I 0 a. House Passes Blower Door Test � i i � I i i M b, House Passes Combustion Safety Backdraft Test i 111_1111J �-I-JRR�-.�1-11.1""�-"�-,�""I'�lll-.�,�,Llll�'1,1-�-'�1111-1�-�.1,1-�'�-�,.�---"",-�,�l.--,-.---,-,.-,,��,�,,�-"---�---,--,--,�1.11,-"�-------,---,."-""�,-."��--,---�-�-1.�t�� 11 - , I— I—— � - I i � 2. Design and Build High Performance Homes - %bove Thlo 24 -minimum ISVoquired , I � 1 30 ,, �30 I � , I � ,�,,,,,,,,,,��,,,�,,-,--,,.Z."�,,,�,,-��,,�.,-�--,,�,-,-��.,-,�,,� I 11 _.1_. ... _1-111111 � , -11_,! r11_1____1__1____,____7_ I I :� 1, I i � 3. House Obtains ENERGY STAR with indoor Air Package Certification - Pilot Measure (total 45 points; read comment) � r Z t � J L__ . . ....... �,,,�,-,rL',".��"'.1�,-��."i--,-,,--.,-_,.,_,--'-,'-_-"'--'-.--r--l-1-------------' Total Available Points in Building Performance = 391' 30 I � , , - " , , " , , , , �� I :, , "I I I I `Klly NISHIKS " - ` - I " ,� ,� , � ,;�,�,"�, � ... � �, 1�,��'�' I I 1 , __ - , , , - - I I " - , - ,,��,- , , � �, I 1, , , �,'�, ,,��,,,�,11 1- -1111, -11 , ,—, � I � I � i Points Available Per Measure - - I , , I 11 4--�---,----��,--,�— " .1 � I _ I �, .�,,.,'.�' � I 0 ■ -, � .............. - P I 1. Design Entryways to Reduce Tracked in Contaminants " � r - , � - , � � - f4 , I I 2. Use Low-VOC or Zero-VOC Paint (Maximum 3 Points) I _ 41-,-��-,-,--��,---�-.--�-�----� I$ � N � a. Low-VOC interior Wall/Ceiling Paints (<50 gpl VOCs (Flat) and <150 girl VOCs (Non -Flat)) i � I- � I I I I I I I - f 0 ti� Zero_VOC� interior Walliceiling Paints (<5 grit VOCs (Flat)) , - � 11, I I� , , * � I ....... -.11-A I- 11 , - --,---,"�"---,-"----",-�-", 11- _X 1, - I -11 , 11 - I __ "I - I'll, ---- ,'.... `------ -1 - I , -, , 1, -, - � 1 Use Low VOC, Water Based Wood finishes (<250 gpl VOCs) - 3 i I � :� � I - �t a 4. Use Low-VOC Caulk and Construction Adhesives (40 grit VOCs) for All Adhesives 11---.1 _J , " , ,I, s a Recycled Content Paint ... �'..-",�.1-�ll,�ll,-�-,-""", ___, _ " "', ......... - . ' ... ., �- - , , � 11 I 111_� I—' 1, I 111. I 11 I I , I'll I ____ __11111111 ------ 1_1.1_ � 11 - .iP ... ... , ,U . ... I I-- i. I "I I—- .... � � � 6. Use Environmentally Preferable Materials for Interior Finish: A) FSC-Certified Wood, 8) Reclaimed, C) Rapidly Renewable, D) Recycled-Contentor E) � f I I I l 11 , i Finger -Jointed l , I I � I I I �, j 0 a. Cabinets (5004 Minimum) i � I I , , I E I tr Interior Trim (60% Minimum) 1�1 i N � c. Shelving (50% Minimum) i � i I i Z I I I N I , d. Doors (50% Minimum) I I % � I r N �, e� couritertops, (50% Minimum) "I _ � I l _ ''. __ ... i__1 ------- i-----.",----,--�---------,--�,.� ------ - _____,___ . I I 7. Reduce Formaldehyde in interior Finish (CA Section 01350) � � i , I 1.__1 -_- 1-1--l-.1--l- _ _1 _ - _ _ ____ I I I" N . � a, SubDoor & Stair Treads (501/6 Minimum) . � I l ! 1, � I I I I i I r N � b� Cabinets & Countertops (501/. Minimum) 1 9 I c, Interior Trim (50% Minimum) � i I ` ; s � - .,� � 0 d, Shelving (50% Minimum) 1.1-111-- I I i 0 ' 8. After Installation of Finishes, Test of Indoor Air Shows Formaldehyde Level <27ppb I '� I � __�1______1__ _____11______1__11__ __1 1-1 � '��",�-:",--,------,---�,-.,---�-,,�-,----�,,,--,-�.,.-.,� ------- �-,,�,�,,-,,_,.,,,--�--��...�.��,,,,,-,-_-,..,.,,,__,,,__�- - � - ' Total Available Finishes = t I � in __'� C ,1 .,�",,,�l.,��"",r,-,.,t;"r,,-,r",�'ll,�',.",,,,,,"-�,�,�-11,�,�", , 1�'�� ''�,� . ... . ,,�� 111� 7 ''I" - � , , I � it, � MOORINO' ' _�, � ' ' ' - � � 11" I I ; :1 1, , �, �� ;-, , I , I . � 4 � , , , - � ��' . , ,�e, '� , r�,'� , "", '',','�''�_ - !"', , , � I Points Available Per Measure ,,., .11 1, I - I!, � I � I 1111. � - , I I . ....... - . ....... . . ..... I— Ir- I . - - . , - , , - . 11 I � 11 I , "", 1� .. ..... � - - ` i 1 � Use Environmentally Preferable Flooring: A) FSC-Certffed Wood, 8) Reclaimed or Refinished, C) Rapidly Renewable, 0) Recycled-Contern, E) Exposed ' I ` I Concrete. Flowing Adhesives Must Have <50gpl VOCs. 4 ` i � I- -,.",,_,_,.,,__,,,,,_.-,_-� _1_. 1-111 "I � I � a a. Minimum I 6% of Floor Area , j 1 ! I v I � � I I I i, 0 b, Minimum 30% of Floor Area � � I 1, I 1 1 ,�. i '� I I I � N c. Minimum 50% of Floor Area � I � I 1 � � II ' � 0 d. Minimum 751A of Floor Area t I 1, ,I � - I I ,_11 -1, � � a I'��.-�-,��-�,,��'..�---"-,-�-11-�",,--�,�ll.,----""--.,-"�-.1--l�,,�",-- -1 j I � 2. Thermal Mass Floors: Floor Covering Other than Carpet on 50% or More of Concrete Flows I i 1 f I I I . 1 0 1 Flooring Meet s Section 01350 or CRI Green Label Plus Requirements (50% Minimum) .. . ...... ___,_,____________ .. . ...... � I : 11 __ ...... . _ ------- -- ___ __ '. ______"_,___ _4 ___ I _,,_ - - - 11-1 - 11 _1___ _ ___ - I I,--- 1- � I ... ...... " _",---.-,--"-,--,"--�--�"-".-,,-"-,-"--","-",.-,� Told Available Points in Flooring = 7t 4 1 - , ,,j�"`Njjj' ji�- j��7�` � I I I I 11 � I �, I j' J� 1. I I , � I I " , � I I - : � I " 11 I , � Points Available Per Measure I I �"__�-,-�,�-",�,-,-�-.--',��,'�-.--rl�--'-'�"'-'�I I ;,, ;,,,,, � 1, " � " __ ,� , �1.`7-_'� Z��_,Z,��'Z�'- � ��-.-��.,�-'�":"�,;"��,,��-, ,-,��,f:�-:",""�11.11�.-It'llI ... _v .... . �",-,.."-��,.�,��-.--,-�,-,.,,,�-�,�.---,��,-�-.-�-1--,---_.I.-I.�,�'ll-I'l_--l"��,--�-.- ` 1, Install Water and Energy Efficient Dishwasher , � " ; i I I � a. ENERGY STAR (total I point) ,------t-- --------,---- ". 1. __11 ----I.,- , , ; � I f I I - 1, a 1, b. Dishwasher Uses No More than 6.5 GallonslCycle (total 2 points) , , I - , � I I � � I � 1-1-1■ 11- I— 1.111, _.,___.__,1__ __ -, ______, , ___ - - " � ___ - -, , - , , , , -, , _ ". �, - " , ____ . � , � . ___ ", , I'll I - 'I - +_J 11,11 ---I'- - --I'll, .1___ __11___1_.11 -1-1 l 2. Install ENERGY STAR Clothes Washing Machine with Water Factor of 6 or [.ass � I I 11-11 � I 11 i 8 ,I a. Meets Energy Star and CEE Tier 2 requirements (modified energy factor 2c, Water Factor 6.0) (tolial3points) I � I '. � I i I I I I - ,I N ti� Meets Energy Star and GEE Tier 3 requirements (modified energy factor 2.2, Water Factor 4 5 or Less) I I I I 5 , "I � � I 11 i (total 5 points) 11 1-11-1 � � - - 1, , - , - - , - - , 1_,,.,.,,,,._�l--,,,.,,�--_-,-.".-'-,'ll�-.1-11�rl"�---l�-11-�-.-�' -- � I---- I I� 111r, 1, III-111111-1111 I'll 3. Install ENERGY STAR Refrigerator n � � I t � -f, i ------ ---------- , � a. ENERGY STAR Qualified & < 25 Cubic Feet Capacity 4 1 1 4 i l 1 � I i 0 ENERGY STARiQua.ifed &. 20 Cubic Feet CapaciyL_F__ 1- I -,-"--"," -_,,'__ --,"'__, ,,' -,, l .< � �. inlioti i.ii�i"i��nter ,,"'`_.............. ...._"'*,"-,,"",," - "Ill"' ' 4; 11'—' ' I'"0 II1 � aBuilt-In Recycling Centor t I I 11 I I @ 2007 Build It Green Single Family GreenPoint Checklist 2007 Version Page 4 of 7 M 0 2007 Build It Green Single Family GreenPoint Checklist 2007 Version Page 5 of 7 0 1, Design and Install HVAC System to ACCA Manual J, 0, and S Recommendations - - 2install `Sealed Co'mb._s,i,iw_1`j-iis a a, Furnaces N b, Water Herders "-",�-"",--"--,-,--,, ,----,--,,-,-w-,--,----, --"---,-, 0 1 Install Zoned, Hydromic Radiant Heating with Stab Edge Insulation _14111.�, 1-1-1 111-.10-1-11-1-11-1- "I--,-,--,l--.-�-.�-111-1-�-1.11";�-",�-1-1-11-I 1--,-,-.----,--,---,-li-1--" . Install High Efficiency Air Conditioning with Environmentally Responsible Refrigerants ,--.,,.--,,,--.-,,--,�ll-l�--�.--"-_-,-,--,----,,-11--.�l---.1,-,"--, 5. Design and Install Effective Ductwork I 0 a, Install HVAC Unit and Duotwork within Conditioned Space 0 b. Use Duct Merrill; on All Duct Joints and Seams 0 c. Install Duchvork under Attic Insulation (Buried Ducts) 9 d Pressure Balance the Ductwork System N a, Protect Ducts during Construction and Clean AD Ducts before Occupancy N 6, Install High Efficiency HVAC Filter (MERV 6+) ,--.--l"—�11----""-"-"-----,-"�--,,--,,-,--,�-----"-----,----,.,-----,-.---, E 7. Don't Install Fireplace or Install Sealed Gas Fireplaces with Efficiency Rating Not Le I ss Than 60% using CSA Standards -11�,-,,--_____, 1111111i'llin- si; tlliifiect�ilvelliiid�alulsflSystems in Bathrooms and Kitchens 0 a. Install ENERGY STAR Bathroom Fans Vented to the Outside N b, All Bathroom Fans Are on Timer or Humidistat N c. Install Kitchen Range Hood Vented to the Outside ,-.�.-,-,--�,----'-�-.�""r�1----",------,---�--�,-,--", """-,-"----,�,--,-"--�--.,,�-,-- 9, Install Mechanical Ventilation System for Cooling (Maximum 4 Points) N a. Install ENERGY STAR Ceiling Fans & Light Kits in Living Areas & Bedrooms 0 b, Install Whole House Fan with Variable Speeds M 0 2007 Build It Green Single Family GreenPoint Checklist 2007 Version - I L_ 4. Innovation: List innovative measures that meet the green building objectives of the Guidelines. Enter up to a maximum combined total of 20 pts. See Innovation Checklist for suggested measures, using the link to the right Page 3 of 7 - � I - I .. �� , i3 , . c,� I Eltll_ _ I , 0 t- , 1� � - � , ce � I Total Available Points in Other= 43,, , ' I - 0 I hiwii I Ill I 1111111111111 � OWN 11 19 I ON 11 mmimlilii � mmimilmiuiiwmiiiiiiiiiiiiiimimiiiiiwiiiimiiiiimmlimmmm 4 , -1 �� 1 � Total Available Points in Specific Categories* i 79 j 4+ i 96+ f � 4271 7,6-+ 74-30, , I Minimum Points Required in Specific Categories i � 1 50 , 0 1 30 ', 5 � 6 �� 9 I � Project has not yet met the following recommended minimum requirements, i - Total Project Score of At Least 50 Points I - Required measures: -A3a: 50% waste diversion by Weight 1 -32: 15% above Title 24 -NI., Incorporate GreenPoint Rated Checklist into blueprints I - Minimum points in specific categories: i -Energy (30 points) I -1AQ11Iea1th (5 points) i -Resources (6 points) , , -Water (9 points) 70 T.N. 1))ESIGN - 875 O'FARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 0 0 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmaii.com _ Mulka Ravi Res. Adon 20374 Clif U-'en Way Cupertino, CA. 95014 API`1 1: 369-36-020 a 0 141mi ILI M 0411'r, 01 1 " 1 -1 a �`��'! - 1,�,,, v ,,�-,1-5 G'7, , % , � � Ll P - �,% , ", ,` - , ,, , ,,, " I � U) "n", ` f'j , ,, l� y__ N, � I � 4 - " �, V I I ` ; J ,,, �, -I- ��" u , I � - , I � , , , I ;, � I � I , I I � " I I " �,�k L ) no. revisions date __ PERMIT 09/25/2008- z��, REVISION #1 01/25/2009- )7- REVISIOIN' #2 03/03/2009_ - !- 7 -,_��__ Din- ___ — = date issued: 0 1 /25/2009 —_ -_ drawn by: NGHI THANH LE — � job#: 780-2008 � drawing number aliv 0*41160M I 7 =. .•lizolpililL.��il,il,mi"ol,:&-ircitimIL-I,a � -T 0 Dr and the contra D V! n a o f !nfal riamatip call ROE and Ju r bee NAGO'EMENT.P"RACTICEE wo 75.0' ------------------- LAWN r- — — — — — — — — - EXISTING SITE PLAN Al SCALE: 3/32" = I'-G' 2875 sq.ft. N NOTE: 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATIONS OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR ONTRACTOR. 2, CONTACT PUBLIC WORKS, 777-3104,1 FOR DRAINAGE AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTORBER I TO APRIL 15. 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED, NOTES: - INSTALL (N) PROPERTY LINE CLEANOUT OR LOCATE AND RAISE TO GRADE AN EXISTING PROPERTY LINE CLEANOUT (PROPERTY LINE CLEANOUT MUST BE WITHIN OF THE PROPERTY, CLEAN OUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL (GRAVITY LATERALS IS 4" DIAMETER MINIMUM,) - VIDEOTAPE INSPECTION OF THE EXISTING/NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION AND STREET LATERAL IS REQUIRED PRIOR TO PASSING THE CITY OF CUPERTINO FINAL INSPECTION. OWNER TO CALL DISTRICT 48 HOURS PRIOR TO VIDEO INSPECTION TO SCHEDULE A DISTRICT INSPECTOR. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION - STORM WATER FROM SURFACE OR RROF DRAINS, OTHER GENERAL SURFACE RUN OFF WATER OR CONDENSATE FROM ANY RESIDENTIAL HVAC EQUIPMENT SHALL NOT BE DISCHARGED TO THE SANITARY SEWER. IMPERVIOUS SURFACE CALCULATION - NON -IMPERVIOUS SURFACE: 1022 SQ.FT (66.50%) - IMPERVIOUS SURFACE: 515 SQ.FT (33.50%) (N) 4" 0 PERFORATED DRAIN PIPE WRAPPED IN FILLED W/ FABRIC 0/ 6" DEPTH DRAIN ROCK- POPUP DRAINAGE EMITTER MIN. 5-0" FROM PROPERTY LINE - TYP. P" LO LO (E) LAWN tE) FLECTRIGAL O.H TO BE REMAIN r— — — — — — — — — — — — — — — — — — -- 13 13 — — — — — — — — — — — — — — — — — — - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D.S. (E) E GTRIGAL METERUPi;RAC)E TO 200AMP — — — — — — — — — — — — — - — — — — — — — — — — — — t= T - — — — — — — — — — — — — — — — — — — — — 41 15 o (�--�.--�.,- -. i ki LH o 0 (N) CATCH BASIN • (E) LAWN 11 v-711 E:M (Z 2 L J IF j! ! NOTE: UNDERGROUND ALL (N) OVERHEAD UTILITY LINES ALONG FRONTAGE AND/OR SERVICES > D). _J — — — — — — --- — NOTE: NO TREE TO BE REMOVED (� LU a. 0 wo to F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NDS POLYOLEFIN POP-UP DRAINAGE EMITTER WITH y C _ °� (E) LAWN U.V. INHIBITOR OR APPROVED EQUAL. NDS 1/4 BEND DRAIN ELBOW OR APPROVED EQUAL N04 COMPACT TOPSOIL 4" 0 PVC DRAIN PIPE - TYP. (N) GONG. PATH. Y4" LEACH HOLE t MATCH C)PJVEWAY CRUSHED STONE DRY WELL L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 4 POP-UP A I N AG E EMITTER - _ _______ Al ) N.T.S. lil (E) 51C)EWA-< (E) STREET TREE TO Be REMAINED - UNKNOWN TYPE I - ---d I — 0 10 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7JI— — (N) LAWN LU OI tr) 75.0' CLIFDEN WAY ,PROPOSED SITE PLAN 0 T.N. DESIGN 875 O'FARRELL STREET, # 1 04A SAN FRANCISCO, CA. 94109 000 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com Mulka Ravi Res. Addition 20374 Clifden Way Cupertino, CA. 9501A- APN: 369-36-020 EXISTING & PROPOSED SITE P,4,)',' IRI�N SCALE: 3/16�1;1=1;1 no. revisions date PERMIT 09/25/2008 RE #1 1125/200 0 09 09 101 EVISI N #2 3 3 2009 date issued: 01/25/2009 drawn by: NGH1 THANH LE job#: 780-2008 3=113=1 skim 01*11711i'mu W 000 Tel: 415-515-2256 Fax: 415-775-5342 Mulka Ravi Res, Addition EXISTING & PROPOSED FLOOR PLAN SCALE: y'= Y-T M no. revisions date PERMIT 09/25/2 0 MIN IBM M date issued: 06/15/2009 drawn by: NGHI THANH LE job#: 780-2008 drawing number W ��gllf M-M 9 INDICATES (N) AREA T TEMP. GLASS ffla U111 3256 sq.ft. (867SQFT.ADD)II N C T.N. DESIGN 875 O'FARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 .00 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hofmaii.com Mulka Ravi Res. Addif ion 20374 Clifden Way Cupertino, CA. 95014 APN: 369-36-020 EXISTING & PROPOSED FLOOR PLAN SCALE: Y�'= 1'-0" 4 ro vl no. revisions date PERMIT 09/25/2008 J� REVISION #1 01/25/2009 date issued: 01/25/2009 drawn by: NGHI THANH LE job#: 780-2008 drawing number A2 Of sheets ro IF1113111 1 1 :: f; 'I I00 0.40 *010 T.O.R. 15-7? .00* 000 000 EXISTING FRONT ELEVATION r----- \, H w ♦ 00� 00, ..0 ♦ ♦ _UN TOP PLATE '-0"-- HEADER I I nil E) F.F.L ---------- --------- 731 Li 8j LJ_2j L� 5j 2 PROPOSED SIDE ELEVATION —0#0000.01 A3 SCALE: 1/4" = I'-U' .00.00 000 .000 ..00 LriTLrw T� IHTW� 11111111 IIIIIIHI 11 1 1 1 1 J-LL 11 1 1 1 1 t -LI-LJ FYTLrLFYI I I I I I I I I I I I I I I I I I I I I I XISTING REAR ELEVATIO-N SCALE: 1/9'= I'-Y' (E) F.F:.L 11 211 NO` w SCALE: 1/4!'= I'-U' INH—PP PLATE 9'-0" HEADER 6l-8" F.F.l. l'-tar "I 1 [oil 0- gam I i �44 A�3 SCALE: 1/4!= ' IT 1. (N) I'-1ET/,XL ROOF - DARK COLOR 2. (N) STUCCO FINISH - I'-IATGH (I-) 3. (N) BRICK BASE - MATCH (F-) 4. (N) SOLID WD. ENTRY DOOR 5. (N) DOUBLE PANE WINDOW 0. (N) PARAPET WALL BEYOND 7. (N) SQUARE STUCCO COLUMN 8. (E) 8x14 FLOOR VENT -9. (N) 8X14 FLOOR VENT - MATCH (E) - 8 NEW Ca) FRONT � SIDE 10. (N) 14X30 ATTIC VENT T— r� 170 SCALE: I /9'= V-Y' 7 v T.N. DESIGN a& 000 Tel: 415-515-2256 Fax- 415-775-5342 Mulka Ravi Res. Addition PROPOSED BUILDING ELEVATIONS SCALE: YW= V-a' — - — - — -fi nn- rtmviqinne, ri;itp PERMIT 09/25/2008 1 -REVISION #1 01/25/2009 FAM-0, I- r. 4 U SCALE: 1/9'= 1'-0" l i igg�gglla =in ME!-] IN k, In EXISTING REAR ELEVATIOIMI �A SCALE: 1/8" = 1'-0" HE M ��a ,4,(E) T.O.R. 15-7' T .000 I Kli T .000 _LNJ TOP PLATE 9'-0"_ HEADER.6-8" ,j, (E) F.F. L I1_2,f 21 r ' r 9 1 1 3 I I rd 6 Is: M-1 L-L8J I I L-L2 M M /-N n /"'*\ C Cr-N C I r`\ E: CI CiI A T I /"N K I SCALE: 1/4!= ]'-T 1- :11111111 J_ IN 1011�� i WM 7_70" - �__ - L - — - _JM_TQtP_LATE 9'-0" !t _ DER §_6 i�A -8:_ M1 F.F.L V-Z' Lre 4] 5 PROPOSED FRONTELFVATION. SCALE: 1/4" I'AT 1. (N) 5IN01 F_ ROOF — 2. (N) 37UGG0 FINISH — I'-IATGH (E) 3� (N) BP-IG< BASE — MATGH (I—) 4. (N) 301 ID WID. FNTP-Y DOOR 5. (N) DOUBLE PANE WINDOW 0. (N) 0PAVE=L_ BUILT UP ROOF 7. (N) 50UARF_ 3TUGG0 GOI UMN 8. (1-) 8x14 FLOOR VENT �IATC -8 NEW c) FRONT IDE 3. (N) 8X14 FLOOR VENT H (F-) _W L 10. (N) 12XIO ATTIC, VENT -IT T, 000 7 710-6. rT N. 1DESIGN 875 O'FARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 .0 0 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hofmaii.com Mulka Ravi Res. Addifion —, �0, ii I :M 20374 Clifden Way Cupertino, CA. 95014 APN: 369-36-020 LISTING FRON 'IT ELEVATION SCA'Lf: 1/9'= V-a' PROPOSED DING _T LF T X4 7 L _LT L 7-7—r- L T F _tT LL T/I T T �LL F' f M D U I L ELEVATIONS SCALE: Y4" a. "ZI 2 9, no. revisions date PERMIT 09/25/2008 zlREVISION #1 01/25/2009_ PROPOSED REAR ELEVATION I I SCALE: 1/4" = 1 °-0" EXISTIN_G SIDE ELEVATION SCALE: 1/8" = I'-U' L date issued: 01 /25/2009 drawn by: NGHI THANH LE job#: 780-2008 drawing number A3 Of sheets M Ll INSULATION SCHEDULE R- 13 BAT. ALL INTERIOR WALLS & EXTERIOR WALLS R- 19 BAT. EXPOSED FLOORS R-30 BAT. ROOF I NOTE: 1. STUCCO LATH SHALL HAVE 2 LAYERS OF GRADE "D" PAPER WHEN APPLIED OVER WOOD SHEATHING W/ PROPER CLEARANCE TO WEEP SCREED OF 2" TO PAVED SURFACE OR 4" TO EARTH. fr-1 T n P I R'_7" , PROPOSED BUILDIN_G SECTION B4 T.N. DESIGN 875 O'FARRELL STREET, #I 04A SAN FRANCISCO, CA. 94109 00 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hofmaii.com Mulka Ravi Res. Addifion 20374 Clifden Way Cuperf ino, CA. 95011, APN: 369-36-020 I �rTol ro-90, 711 ILI Wr BUILDING SECTIONS no. revisions date PERMIT 09/25/2008 REVISIO—N# —1 —01 /25/2009 V, date issued: 01 /25/2009 drawn by: NGHI THANH LE job#: 780-2008 a] I L .0umm"la it I SYMBOLS LEGEND 110 V. DUPLEX RECEPTACLE 1-0 WALL -MOUNT INCANDESCENT 0 SMOKE DETECTOR 12" AFF (VERIFY GFI REGTS) '} CEILING -MOUNT INCANDESCENT THERMOSTAT 60"AFF 110V. DUPLEX RECEPTACLE 3" HORIZONTAL ABOVE COUNTER (VERIFY) F` CEILING -MOUNT FLUORESCENT F EXHAUST FAN �F` 1 IOV. DUPLEX RECEPTACLE F O RECESSED FLUORESCENT GROUND FAULT INTERUPT GARBAGE DISPOSAL 0= I IOV. DUPLEX RECEPTACLE d LOW VOLTAGE wP WATERPROOF FAN/LIGHT - FLUOR. 1 IOV. DUPLEX RECEPTACLE TRACK LIGHT (LENGTH AS SHOWN) TOP SWITCH CONTROLLED 8 220 V. RECEPTACLE MOTION DETECTOR '�•� 52" PADDLE FAN 1 IOV. DUPLEX RECEPTACLE JUNCTION BOX STEAM STEAM GENERATOR - 220 V. FLUSH FLOOR MOUNTED I IOV. DUPLEX RECEPTACLE 2 1 FLUORESCENT FIXTURE- LENSED (SIZE AS SHOW N-I'X 2 U.N,O.) PUMP WHIRLPOOL BATH PUMP - FLUSH FLOOR MOUNTED VERIFY LOCATION TELEPHONE OUTLET , L.V. SPOT LIGHT INTERCOM 60" AFF FLUSH FLOOR MOUNTED WALL MOUNTED TELEPHONE OUTLET - CATV 4-4& FLOOD LIGHTING DISCONNECT SWITCH 12"AFF (FOUR PAIR TO EA OUTLET) CEILING MOUNTED {� SINGLE POLE SWITCH �7 ELECTRIC METER WALL WASH THREE WAY SINGLE POLE SWITCH (� JUNCTION BOX DOWN LIGHT` FOUR WAY SINGLE POLE SWITCH � MAIN ELECTRICAL PANEL ®VP DOWNLIGHT-VAPOR PROOF {i}� SINGLE POLE SWITCH w/ DIMMER ® SPEAKER -RECESSED CABLE TV OUTLET 0 RECESSED INCANDESCENT B BELL Q LOW VOLTAGE SWITCH -+a - CEILING FAN W/ LIGHTING -{..,�H HOSE BIB NOTE: 1. - PROVIDE 2 SEPARATE 20AMP CIRCUITS FOR KITCHEN SMALL APPLIANCES W/ NO OTHER OUTLETS ON THE CIRCUITS. PROVIDE 1 MIN. SEPARATE 20AMP CIRCUIT TO LAUNDRY APPLIANCES. - PROVIDE AT LEAST 1 20AMP CIRCUIT FOR BATHROOM OUTLETS W/ NO OTHER OUTLETS ON CIRCUIT. CLOTHES CLOSET LAMPS SHALL BE ENCLOSED IF INCANDESCENT TYPE. LIGHT FIXTURE CLEARANCES SHALL CONFORM TO CEC. 410-8 LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES OR OTHER WET/DAMP LOCATIONS SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS!'. 2. UPGRADE ELEC. BOX TO 200AMP - IF NOTE ON PLAN- VERIFY W/ OWNER 3. ALL INTERIOR METAL WATER AND GAS PIPING SHALL BE BONDED TOGETHER AND MADE ELECTRICALLY CONTINOUS. PROVIDE A BARE SOLID NO. 6 AWG COPPER JUMPER BETWEEN THE METAL PROTIONOF THE HOT AND COLD WATER PIPES AT THE HOT WATER HEATER AND BETWEEN THE GAS PIPING ON THE USER SIDE OF THE METER. CONNECT THE BONDED PIPING SYSTEM TO AN APPROVED GROUNDING SYS. LOCATED AT THE DISCONNECTIONG MEANS, MAIN SERVICE PANEL, OR OTHER ACCESSIBLE LOCATION, 4. ALL ELECTRICAL FIXTURES OF APPLIANCES WHICH ARE PART OF THE CIRCUITRY BY BEING HARD -WIRED TO THE SYSTEM MUST BE LISTED AND LABLED BY A RECOGNIZED 1ESTING AGENCY. 5. IF WATER PRESSURE EXCEEDS 80 PSI AT THE METER, INSTALL A PRESSURE REGULATOR AND SET IT SO THAT NO MORE THAN 50 PSI OF WATER PRESSURE IS MEASURED AT THE HIGHEST PLUMBING FIXTURE IN THE STRUCTURE SERVED, 6. HAMMER ARRESTING DEVICE SHALL BE INSTALLED AT QUICK -ACTING VALVES. 1. CONTRACTOR TO PROVIDE AND SUBMIT ELECTRICAL LOAD CALCULATIONS FOR THE SIZING OF THE ELECTRICAL PANELS FOR APPROVAL PRIOR TO INSTALLATION. 2. CONTRACTOR TO PROVIDE ALL LOCATION OR THE MAIN ELECTRICAL AND ALL SUB -PANELS ALONG WITH SIZE TO THE BUILDING DEPT. FOR APPROVAL PRIOR TO INSTALL City of Santa Clara Inspection Division: (408) 615w244 Building Inst ction I)ivision Permit Center: (408) 615-242 1500 Warburton Avenue: Autornated Inspection Systern: (408) 615-240 Santa Mara. CA 9iO5O Fax: (408) 241-3 23 ATTIC FURNACE ELECTRIC OUTLET AND LIGHT FIXTURE OPENING,«, OF FUFINkCF-. EXCEPTION: PROVIDED LARGEST PIECE OF EQUIPMENT CAN BE REMOVED LIGHT SINJITCH '111 Electric Requirements on separate circuit, and ATTIC DEEP WORKING PLATFORM NOT REOUIRED IF MIN. FURNACE CAN BE Existing or new SERVICED FROM "Romex" must be ACCESS OPENING MINIMUM 2C f mM) WIDE SOLID' •" "O� A OPENING FURNACE.PLATFORM scuttle hole. 333-12 The only requirement unique to attic furnaces is the requirement that a. continuous floor 24 inches in width he provided from the firebox side of the furnace to areas required to service "W n erature-limit control, air filter, fuel -control valve, vent collar or air -handling unit." In trianyr cases, this will require continuous flooring 24 inches in 'width on three sides of the equipment and 30 inches on the control side. Vent o drywell 1;.Init Trap BE fle manent light over Service Arft Alr11r lArirnm 2W X toio r1 M I um 2W (610 m) x 76 Tram} Retrigerarrlt Unes from a Solid FiotstitV Access Conderwing Urk ,1 lap required "Crap and vent if more than. 45' Overflow to term ate over door or window 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR A COMPLETE INSTALLATION TO CODE, INCLUDING ANY MATERIAL NOT INCLUDED ON DRAWINGS NECESSARY FOR CODE COMPLIANCE. 2. ELECTRICAL CONTRACTOR TO COORDINATE DRILLING FOR ELECTRICAL RUNS WITH G.C. 3. VERIFY ALL LOCATIONS OF LIGHTS/OUTLETS WITH OWNER/ARCHITECT PRIOR TO PULLING WIRE TO DEVICES. 4. CONTRACTOR IS RESPONSIBLE FOR SIZING AND INSTALLING ALL ELECTRICAL SERVICE ACCORDING TO LOADS OF EQUIPMENT REQUIRED AND ACCORDING TO N.E.C. 5. CONTRACTOR TO PROVIDE AND INSTALL FLUORESCENT FIXTURES. 6. VERIFY FIXTURE SUBSTITUTIONS WITH ARCHITECT. 7. DUPLEX RECEPTACLES TO BE GFI WHERE REQUIRED BY CODE. 8. INSTALL WIRES IN CONDUIT WHERE REQUIRED BY CODE. 9. PROVIDE WHITE TRIM FOR ALL DEVICES. ALL SWT(CHES BY LUTRON 10. SOUND AND STEREO SPEAKER SYSTEM - VERIFY SYSTEM SPECIFICS WITH OWNER PRIOR TO WIRING. 11. PHONE SYSTEM TO BE A CATS VERIFY PHONE SYSTEM REQUIREMENTS WITH OWNER PRIOR TO WIRING. 12. ALL NEW LIGHTS IN THE INTERIOR TO BE ON DIMMER AS NOTED ON PLANS. 13. ALL EXISTING OUTLETS NEED TO BE GROUNDED. 14. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT SINGLE-PHASE, 15AMP, AND 20AMP RECEPTACLE OUTLETS INSTALLED IN BEDROOMS SHALL BE PROVIDED BY AN ARC -FAULT CIRCUIT INTERRUPTER (S) 15. ELEC. OUTLETS IN KITCHEN & BATHS TO BE ORIENTED HORIZONTALLY @ +39" - CONFIRM W/ OWNER MOTION DETECTOR 17. 20 AMP CIRCUIT SHALL BE PROVIDED. SERVE THE REQUIRED BATHROOM CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACELSAIGHTS/FANS 18. PROVIDE SMALL-APPLIANCEBRANCH CIRCUITS FOR THE KIT CHEN LIMITED TO SUPPLYIN WALL t COUNTER SPACE OUTLETS ONLY 19. PROVIDE 20AMP CIRCUIT TO LAUNDRY ROOM FOR APPLIANCE OUTLETS 20. PROVIDE LIGHT FIXTURES IN TUB/ SHOWER ENCLUSURES ARE LABLELED "SUITABLE FOR DA LOCATIONS!' 21. ALL RECESSED LIGHT FIXTURES SHALL BE IC RATED OR FIXTURES NOT IDENTIFIED PARTSCONTACT WIT H INSULATION SHALL HAVE ALL RECESSED *O COMBUSTIBLE FROM HYDRO22. PROVIDE UFER OR OTHER APPROVED GROUND PER CEC250. 23. ALL MASSAGE BATHTUB CIRCUITS TO BE DEDICATED . MANUFACTURE INSTRUCTIONS f GFCI PROTECTED. i NOTE: RECEPTACLE OUTLETS INSTALLEiBEDROOMS SHOULD PROTECTED BY AN ARC -FAULT - ALL SMOKE DETECTORS TO BE CONNECTEDTO THE SAME CIRCUIT - ALL BUILT -11N APPLIANCES r y A DELICATED CIRCUIT ELECTRICAL SUB -PANEL T.N. EIGN 875 O'FARRELL STREET, # I04A SAN FRANCISCO, CA. 94109 00o Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com Mulka Ravi Res. Addition 20374 ClifderrTT'ay Cuperfino, CA. 95014 A 1 i DRYER VENT UP 3 h- , TO EXTERIOR WALL PROVIDE EXHAUST FAN ,S REQUIRED no. revisions date PERMIT 09/25/2008 ]71 REVISION # 1 _ 01 /25/2009 # E REMAINED �;CHANGE E) ELECTRICAL METER UPGRADE TO 200AMP �r PROPOSED ELECTRICAL PLAN SCALE: 1 /4" = 1'-9' date issued:#s raEy: NGHI THANH LE r•#:i drawing number ASPHALT SHINGLE - CLASS n 11 11 t 0 rl 7"� IQA6 3GALE: I" = 1'-0' @ - N.T.E. 19 @) _71ze _1= a SCALE: I" = l'-Cy' Sr -ALE: 1'= 1'-0' l 5 KE�) N:r.3. 9 A6 10 — KA6) 5GALE,'1'= 1--0" 11 SCALE: 1'= l'-O' CLEAT. DO NOT NAIL THROUGH VALLEY FLASHING GOPPER/05t-1 VALLEY FLASHING ROOFING - SEE PLAN - INSTALL PER �-`ANIJF. 5PEG. MINIMUM OF ONE LAYER OF 40# ROOF FELT OVER SOLID ROOF SHEATHING rVAULEY —ROOF FRAMING MEMBER ___1_ FLASHING SHOULD EXTEND AT LEAST 12'FROM CENTER LINE OF VALLEY IN EACH DIRECTION Typ. Valley Flashing Typ. Threshold Detail 5CALE: 1" = T-Gr CLAD TERRAGE5 DRS. 0/ 05M SADDLE FLASHING, 0/ GRACE VYTEX PLUS OR, EQ. CONTINOU5 SEALANT 0/ STAINLESS STEEL PAN FLOOR FINISH, SEE FINISH SCHEDULE DRY RAG< FOUNDATION 6 FLOOR JOISTS - 55D SEALANT I BACKER ROD SLIP RESISTANT TILE/ STONE 0/ 1--!" MIN. REINFORCED 2 MORTAR BED (N) 4" CONC. SLAB 0/ 2" SAND 0/ MEMBRANE 0/ 4' GRAVEL, 551). INTERIOR F-IN15H MATI ERA- 7/8" EXTERIOR PLASTER OVER BUILDING PAPER LATH LAP BUILDING PAPER OVER SCREED 4" CONG. SLAB 0/ 2" GOI`-1P. SAND 0/ W,P MEMBRANE 0/ 4:'GRAVEL. 20 OA JAVEFP CASINO BEAD W/ WEEP HOLES 8" TO FINISH GRADE OR 2" ABOVE GONG./PAVING FINISH GRADE ANCHOR BOLT - 35D FOUNDATION - SSD, NOTE: FOR TYP. INFO. NOT NOTED SEE DETAIL 1/A1O o Stucc• We e•�Screeid Z71 OC-ALE: 1'= 1*-Cr 12 4 Typ. Eave Detail Typ. Ridge Detail 2X RAFTER - SSD R-30 ROOF INSUI-ATiON - TYP. BAFFLE J"JfflTJj',JI=MJr4P YAJV , j4-1 _•— IX8 FAGA TRIM W/ PANT R-13 NSULATION 2X STUC) (9) 10 O.C. Yj SHEET ROCK - SMOOTH FINISH 7/e:'9TUGG0 - 5ANQ FINISH - 3 GOATS 0/ LATH 0/ 2 LAYIEP-S BUII DING PAPER *0RADE D0/ Y:YGDX PLY - SSD T.O. RIDGE — !E;F_E ELEVATION FOR SPECIFIC HEIGHT 0 T.N. DESIGN 875 O'FARRELL STREET, # 1 04A SAN FRANCISCO, CA. 94109 000 Tel: 415-515-2256 Fax: 415-775-5342 E-mail: lenghiarch@hotmail.com AOPHAL-T SINGLE 0/ 40# ROOFING FELT 0/ ,,Mulka Ravi Res. \/YGOR PLUS BY"GRAGE" OR EaUAL, 0/ PL-'YWID. 5HEATHING,59D. Addition ROOF FRAMING, SSE), PRFE-53URF: PF_L_EA5F_ VALVE - SEE PLAN FOP, LOCATION. �IU5T EXIT BUII C)INO Z�SIT FOR PAGFER FOR 1" 3 5TRAP3 REQUIRED 5PAGE /u3F:: WASHERS AND LAO BOL-75 FPPROVED lroGo ENGIRGLINO W.H. ND ANCHORED TO WALL AT TOP 113 OF UNIT - r-11N. 2 STRAPS; 3 STRAPS FOR 75 GALLONS OR l`-1ORF_. LU ckf --------WATER. HF-ATF-P, < V) 0 LLI PL_'YWO0C) DECKING 0/ 2X RAISED PLATFORhl L 20374 Clifden Way Cupertino, CA. 95014 APN: 369-36-020 0 Architectur Details Scale 1 ff = 1 1-011 no. revisions date PERMIT 09/25/2008 REVISION# I Q1 L25/2009- VPD date issued: 0 1 /25/209 0 �00 drawn by: NGHI THAENH LE job#: 780-2008 Irawing number 2O ri 6 12 T " WA 5CLE 1" = l'-O' Kf6�) �30ALE: 1" = l-C7 W N-.5 8 - A6 SCALE: 3/4'= 1'-0" T . Water Heater Strap Copyright 2009 T.N. DESIGN - Sr ADD ON FOR HA R RES BENCE 20374 CL FUEN MAY CUPER No CA CONSURUCUMN HGUESABBREWRUMH DRAMNG HOEK STRUCTURAL NOTES A.B. ANCHOR BOLT(S) EQ. EQUAL OPNG. OPENING S1 TITLE SHEET A.C. ASPHALT CEMENT EQUIV. EQUIVALENT RE, PERIMETER & EDGE GENERAL A.C.I. AMERICAN CONCRETE INSTITUTE EXT, EXTERIOR PL. PLATE S2 ROOF FRAMING PLAN FOUNDATION ADUL ADDITIONAL E.E, EACH END PLF POUND PER LINEAR FOOT DETAILS APPLYING TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTED. Aff. ABOVE FINISH FLOOR E.F. EACH FACE PLYWD. PLYWOOD 1 . ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 2007 CALIFORNIA BUILDING CODE (CBC). SO SOIL ASSUMED AGG. AGGREGATE ES. EACH SIDE PRE-FAB. PRE -FABRICATED S3 1ST FLOOR FRAMING & FOUNDATION PLAN 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER A.I.S.C. AMERICAN INSTITUTE E.W. EACH WAY PSF POUND(S) PER SQUARE FOOT DETAILS SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SHEATHING OF STEEL CONSTRUCTION Ffl. FINISH FLOOR LINE PSI POUND(S) PER SQUARE INCH 3. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. ALL DETAILS A,I.S.I. AMERICAN IRON & F.O. FACE OF P.T. PRESSURE TREATED S4 TYPICAL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 1 . U.O.N., USE DOUGLAS FIR OR OSB APA EXTERIOR, EXPOSURE1, RATED SHEATHING IN CONFORMANCE STEEL INSTITUTE FO.S. FACE OF STUD RDWD. REDWOOD 4. UNLESS OTHERWISE SHOWN OR NOTED, FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS FOR ALL WITH THE U.S. COMMERCIAL STANDARDS PS-1, INSTALL WITH FACE GRAIN PERPENDICULAR TO JOISTS, A.I.T.C. AMERICAN INSTITUTE OF FDN. FOUNDATION REF. REFERENCE S5 DETAILS STRUCTURAL PRODUCTS USED ON THIS PROJECT. 2. ROOF SHEATHING SHALL BE 15/32" WITH A SPAN RATING OF 24/0, UNBLOCKED, W/ 8d COMMON TIMBER CONSTRUCTION FLR. FLOOR REINF. REINFORCING 5. THE APPROVED DRAWING SHALL BE KEPT ON THE JOB SITE AND SHALL BE AVAILABLE TO AUTHORIZED NAILS OR 16d SINKER NAILS @ 611 ox. EDGE & BOUNDARY NAILING AND 8d COMMON NAILS A.S.T,M. AMERICAN STANDARD FRMG. FRAMING REINPT. REINFORCEMENT REPRESENTATIVES OF THE BUILDING OFFICIAL. THERE SHALL BE NO DEVIATION FROM THE STAMPED DRAWINGS OR 16d SINKER NAILS 9 12" ox. FIELD NAILING. INSTALL WITH FACE GRAIN PERPENDICULAR TO RAFTERS. TESTING & MATERIAL FT. FOOT/FEET REO'D. REQUIRED WITHOUT OFFICIAL APPROVAL. 3. SHEARWALL SHEATHING SHALL BE 15/32" STRUCTURAL 1 w/ FASTENING AS NOTED IN SHEARWALL SCHEDULE. APPROX. APPROXIMATE FT& FOOTING REQT REQUIREMENT 6. SAFETY MEASURES: AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE ARCH. ARCHITECT GA. GAUGE RFB RETROFIT A.B. ARCH'L - ARCHITECTURAL GLB GLU-LAM BEAM R.OROUGH OPENING CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PEOPLE AND PROPERTY, AND FOR ALL NECESSARY REINFORCING STEEL BLK. BLOCK S.A.DSEE ARCHITECTURAL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. BLK'G. BLOCKING H.S.B. HIGH STRENGTH BOLT DRAWINGS 7. ANY OPENING, HOLES, CUTS OR DISCONTINUITIES NOT SHOWN ON THE STRUCTURAL DRAWINGS AND EXTENDING U.O.N. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GR.40. REINFORCING SHALL BE SPLICED ONLY B.& BOTTOM OF HDR. HEADER SECT. SECTION INTO OR THROUGH STRUCTURAL ELEMENTS REQUIRE THE PRIOR APPROVAL OF THE ENGINEER, AND MAY REQUIRE AS SHOWN OR NOTED. CANT. CANTILEVER LCc. THE INTERNATIONAL SHT'G SHEATHING SPECIAL STRUCTURAL DETAILING. C-C CENTER TO CENTER INT. INTERIOR SIMSIMILAR & CONTRACTORS SHALL SCHEDULE WORK TO MINIMIZE INTERRUPTION AND INCONVENIENCE TO THE ACTIVITIES OF CONCRETE CJ. CONTROL JOINT JT, JOINT SPEC. SPECIFICATION THE ADJACENT BUILDING TENANTS. C.P. COMPLETE PENETRATION K KIP(S) SPECS. SPECIFICATIONS 9. CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKING AREA. 1. CONCRETE CEMENT SHALL CONFORM TO 2007 CBC SECTION 1905, AND SHALL BE TYPE 11, TYPE I CEMENT MAY BE CLRCLEAR KSI KIP(S) PER SQUARE STAG'D STAGGERED Engineer: 10. CONTRACTOR SHALL COMPLYWITH CITYOF CUPERTINO REQUIREMENTS FOR THE PROTECTION OF PUBLIC USED IN AREAS NOT IN CONTACT WITH EARTH, AGGREGATE SHALL BE HARDROCK, CONFORMING TO ASTM C-33, CMU, CONCRETE MASONRY UNIT LB POUND STD. STANDARD RIGHT-OF-WAY (SIDEWALKS). AND FREE OF ALKALI -REACTIVITY. WATER/CEMENT RATIO SHALL NOT EXCEED 55%. ACID SOLUBLE CHLORIDE CONST. CONSTRUCTION MAX. MAXIMUM T&B TOP & BOTTOM 11, THE LOCATION OF EXISTING UTILITY LINES IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTENT SHALL NOT EXCEED 0.2 PERCENT OF CEMENT WEIGHT. CHLORIDE -FREE ADMIXTURES AND PLASTICIZERS CNTSKCOUNTERSINK M.B. MACHINE BOLT T&G TONGUE & GROOVE D13 ENGINEERING ENDEAVOR TO MAINTAIN IN SERVICE ALL UTILITIES TO THE TENATNS FOR THE DURATION OF THE PROJECT. FOR WORKABILITY MAY BE USED IF APPROVED BY THE TESTING LABORATORY AND ENGINEER, BECAUSE EXCESS D.F. DOUGLAS FIR MFR. MANUFACTURER T,OTOP OF IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR WATER REDUCES CONCRETE STRENGTH, ADDING WATER AT THE SITE IS DISCOURAGED AND SHALL NOT EXCEED ONE DET. DETAIL MIN. MINIMUM T.O.C. TOP OF CONCRETE San Jose, CA 95126 CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR SPECIFIED. GALLON PER CUBIC YARD. DIA. DIAMETER misc. MISCELLANEOUS T.O.G. TOP OF GRADE 13. REFERENCE TO OTHER DRAWINGS: 2. INSTALL ALL INSERTS, BOLTS, ANCHORS, AND REINFORCING BARS AND SECURELY TIE PRIOR TO PLACING CONCRETE. 0 DIAMETER (N) NEW T.OP. TOP OF PLYWOOD Phone: (408) 621-0114 13.1 SEE DRAWINGS OTHER THAN STRUCTURAL FOR KINDS OF FLOOR FINISH AND THEIR LOCATION, FOR 1 CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS OF 2,500 PSI. DWG. DRAWING N.F.P.A. NATIONAL FOREST PRODUCT T,O.WTOP OF WALL Fax: (408) 261-1503 DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND 4. CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION BETWEEN PREDETERMINED CONSTRUCTION JOINTS, (E) EXISTING ASSOCIATION TYP. TYPICAL MECHANICAL FEATURES, FOR DRIVEWAY PAVING, WALKS, RAMPS, STAIRS, CURBS, ETC. 5. CONCRETE SHALL BE CONTINUOUSLY CURED FOR 5 DAYS AFTER PLACEMENT IN ANY APPROVED MANNER. EA. EACH 1\13,S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE 6. THE LOCATION AND PROTECTION OF EXISTING UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ELEV. ELEVATION 0/ OVER W/ WITH J��Of E SSI ON 112 HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING AND VENTILATION SHALL BE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UTILITY PIPES RUN THROUGH, OR WITHIN 241, BELOW, ANY NEW E.N, EDGE NAIL O.C. ON CENTER W.W.F. WELDED WIRE FABRIC SGOC 4 / CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH CONCRETE CONSTRUCTION. 0-0 OUT TO OUT CENTER LINE THE PLUMBING, HEATING, VENTILATING AND ELECTRICAL DRAWINGS AND SUB -CONTRACTORS. 7. PIPE OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL -00 CONCRETE UNLESS SPECIFICALLY DETAILED. CC M DESIGN DATA 8, PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 9. CONCRETE SHALL NOT BE ALLOWED TO CURE IN TEMPERATURES LESS THAN 400 FAHRENHEIT FOR THE FIRST THREE DAYS. 1. CODE: CALIFORNIA BUILDING CODE, 2007 EDITION, 10. MAXIMUM SLUMP: 4 INCHES. FLOOR ---------------------------------------------------- 9.5 PSF 40 PSF L E E N 10 3. WIND PRESSURE: 15.4 PSF 2. THE OWNER SHALL RETAIN AN INDEPENDENT TESTING LAB TO PERFORM ALL REQUIRED TESTING AND INSPECTIONS. 4. SEISMIC: 3. THE CONTRACTOR SHALL PROVIDE THE TESTING LAB WITH CONSTRUCTION SCHEDULES TO ENSURE PROPER Designer: IMPORTANT FACTOR = 1.0 COORDINATION OF WORK. SYMBOLS OCCUPANCY CATEGORY 11 DETAIL NUMBER TN DESIGN SITE CLASS = D SDS = 1 48; SD1 = 0.78 DETAIL & DETAIL SECTION SHEAR WALL, SEE SHEAR HOLDOWN, SIZE & APPROX 870 O'Farrell St. #1 04A SEISMIC DESIGN CATEGORY A SHEAR WALL WALL SCHEDULE �-, Z, LOCATION San Francisco, CA 94109 BASIC SEISMIC -FORCE -RESISTING SYSTEM LIGHT -FRAMED WITH SHEAR PANEL SHEET NUMBER NUM1kR CS = O246 GRID LINE BUBBLE U.O.N., MST37 STRAP (N) POST R = 6.5 GRID NUMBER S C@ WALL OPENING ROUGH CARPENTRY STRUCTURAL WOOD 1 . FOR SCHEDULE OF MINIMUM NAILING SEE TABLE 2304.9.1, 2007 CALIFORNIA BUILDING CODE. UNLESS Bml, ETC. FRAMING REF. TO STRUC'L (N) SHEATHING Project: OTHERWISE NOTED, ALL NAILS SHALL BE COMMON NAILS. WOOD BLOCKING CAL'S 2. PLACE JOINTS WITH CROWN UP. Addition for Reddy Residence 3, ADD ONE ADDITIONAL JOIST UNDER ALL PARALLEL PARTITIONS. ROOF DIAPHRAGM 4. BLOCK ALL JOISTS AT SUPPORTS AND UNDER ALL PARTITIONS WITH MINIMUM 2X SOLID BLOCKING. JOIST OR RAFTER STRUCTURAL LOAD BEARING WALL 20374 Clifden Way PROVIDE TYPICAL CONNECTORS FOR WOOD FRAMING BY SIMPSON CO. OR EQUAL. ALL CONNECTIONS SHALL BE - - - - - - - BEAM FLOOR DIAPHRAGM - - - - - - - - - - NON-STRUCTURAL WALL 16 GA. GALVANIZED SHEET METAL OR THICKER, U.O.N., FULLY NAILED IN ALL PUNCHED HOLES WITH NAILS OF SIZE AND LENGTH SPECIFIED AND/OR PROVIDED BY MANUFACTURER. IF CONNECTORS ARE AVAILABLE IN CONCRETE STEM WALL DIFFERENT SIZES, THE SIZE USED SHALL BE AS SHOWN IN DETAILS OR ELSE THE LARGEST SIZE MADE FOR THE CONCRETE DEPTH OF MEMBER BEING FRAMED, COMPARABLE FASTENERS BYOTHER MANUFACTURERS MAY BE USED IF Job Number: APPROVED IN ADVANCE BY THE DESIGN ENGINEER. 08108 UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING FRAMIING CONNECTIONS: - SAWN LUMBER JOIST -TO -BEAM: SIMPSON U Date- - BEAM -TO -POST: SIMPSON PC - POST -TO -FOUNDATION: SIMPSON PB 2_c) A 12 M A L L 6ALL FRAMING LUMBER SHALL BE GRADE STAMPED S-DRY (19% MOISTURE CONTENT) 7. SAWN LUMBER: U.O.N. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH (COAST REGION), GRADED AND MARKED IN ACCORDANCE January 29, 2009 WITH THE STANDARD GRADING RULES NUMBER 16 OF THE WEST COAST LUMBER INSPECTION BUREAU. ~ uomIu&xx�{tnb NU. ZUM8Ut - STUDS --------------------------------------------------------------------- STUD GRADE ~ 8. STRUCTURAL STUD WALLS: 8.1 USE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE UNLESS OTHERWISE NOTED OR SHOWN. STAGGER JOINTS |NUPPER AND LOWER MEMBERS OFTOP PLATES NOT LESS THAN 4'-0". 8.2 BOLT SILL PLATE TUCONCRETE A8PER ANCHOR BOLT SCHEDULE. ONE BOLT SHALL BEWITHIN S"OF EACH END OFEACH PIECE OFPLATE. PROVIDE 2BOLTS MINIMUM PER PIECE. Q. BOLTS: . 9.1 BOLTS SHALL 8EPER ASTMA3U7.U,&N. 9.2 BOLT HOLES 1/18"OVERSIZE. THREADS SHALL NOT BEAR ONWOOD ORSTEEL. 8.8 USE STANDARD MALLEABLE IRON WASHERS AGAINST WOOD. 10. SCREWS: 10.1 (WOOD ORLAG) SCREWS SHALL 8ESCREWED AND NOT DRIVEN INTO PLACE. 10.2 IN SPACING SCREWS, THE HOLES SHALL BE BORED TO THE SAME DIAMETER AND DEPTH OF THE SCREW SHANK. THE HOLES FOR THE THREADED PORTION OF THE SCREWS SHALL BE BORED WITH A BIT NOT ' LARGER THAN THE DIAMETER 0FTHE BASE OFTHE THREAD. 11. WOOD PRESERVATIVE: ALL WOOD FRAMING IN CONTACT WITH CONCRETE AND/OR EXPOSED TO WEATHER OR PROLONGED DAMPNESS SHALL BE TREATED WITH'CELLOW" AT THE RATE OF 0.23 POUNDS PER CUBIC FOOT IN ACCORDANCE WITH \ \ AVVPASPECIFICATIONS, ORSHALL BEWOOD 0FNATURAL RESISTANCE TODECAY. NOTES: 1� U.0,N.3HEATHiNG: 15/82"CD, CCPLYVVD. w/ALL ��~��-~�~*�- �^ `� ��D EDGES BLOCKED . � 2. FRAMING: 2xD.F.TYP.g10110.C,3XREO'D.|F10UNV +1 5/8 PENETRATION, 2"0R3"C.O. ' 3. TYPICAL FASTENERS: 8d0R10dCOMMON OR1UU PENETRAT|ONW1|N. .NA|LRELD9 12"C.C. 4. 3XAJPLATE AND PANEL EDGES ATWALLS N/SHEAR Sheet OVER 35UL88.NAIL MIN. 1/2"FROM EDGE. 5. ANCHOR BOLTS: iASTKAA-3O7\MIN. 7"EMBEDMENT, F1 GENERAL APPLYING TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTED. 1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 2007 CALIFORNIA BUILDING CODE (CBC). 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 4. UNLESS OTHERWISE SHOWN OR NOTED, FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS FOR ALL STRUCTURAL PRODUCTS USED ON THIS PROJECT, 5. THE APPROVED DRAWING SHALL BE KEPT ON THE JOB SITE AND SHALL BE AVAILABLE TO AUTHORIZED REPRESENTATIVES OF THE BUILDING OFFICIAL. THERE SHALL BE NO DEVIATION FROM THE STAMPED DRAWINGS WITHOUT OFFICIAL APPROVAL. 6. SAFETY MEASURES: AT ALL TIMES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PEOPLE AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. 7. ANY OPENING, HOLES, CUTS OR DISCONTINUITIES NOT SHOWN ON THE STRUCTURAL DRAWINGS AND EXTENDING INTO OR THROUGH STRUCTURAL ELEMENTS REQUIRE THE PRIOR APPROVAL OF THE ENGINEER, AND MAY REQUIRE SPECIAL STRUCTURAL DETAILING. 8. CONTRACTORS SHALL SCHEDULE WORK TO MINIMIZE INTERRUPTION AND INCONVENIENCE TO THE ACTIVITIES OF THE ADJACENT BUILDING TENANTS. 9. CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORKING AREA. 10. CONTRACTOR SHALL COMPLY WITH CITY OF CUPERTINO REQUIREMENTS FOR THE PROTECTION OF PUBLIC RIGHT-OF-WAY (SIDEWALKS). 11, THE LOCATION OF EXISTING UTILITY LINES IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL ENDEAVOR TO MAINTAIN IN SERVICE ALL UTILITIES TO THE TENATTS FOR THE DURATION OF THE PROJECT. 12. INTENT: IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR SPECIFIED. 13. REFERENCE TO OTHER DRAWINGS: 13.1 SEE DRAWINGS OTHER THAN STRUCTURAL FOR KINDS OF FLOOR FINISH AND THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND MECHANICAL FEATURES, FOR DRIVEWAY PAVING, WALKS, RAMPS, STAIRS, CURBS, ETC. 13.2 HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING AND VENTILATION SHALL BE CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH THE PLUMBING, HEATING, VENTILATING AND ELECTRICAL DRAWINGS AND SUB -CONTRACTORS. DESIGN DATA 1. CODE: CALIFORNIA BUILDING CODE, 2007 EDITION. 2. DESIGN VERTICAL LOADS: DL LL ROOF ----------------------------------------------------- 12.5 PSF 20 PSF FLOOR---------------------------------------------------- 9.5 PSF 40 PSF WALLS------------------------------------------------------17 PSF --- 3. WIND PRESSURE: 15.4 PSF 4. SEISMIC: IMPORTANT FACTOR = 1.0 OCCUPANCY CATEGORY II SS=2.21;S1 =0.773 SITE CLASS = D SDS = 1.48; SD1 = 0.78 SEISMIC DESIGN CATEGORY A BASIC SEISMIC -FORGE -RESISTING SYSTEM = LIGHT -FRAMED WITH SHEAR PANEL DESIGN BASE SHEAR = 0.17W [ASD] CS = 0.246 R = 6.5 ROUGH CARPENTRY 1. FOR SCHEDULE OF MINIMUM NAILING SEE TABLE 2304.9.1, 2007 CALIFORNIA BUILDING CODE. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON NAILS. 2, PLACE JOINTS WITH CROWN UP. 3. ADD ONE ADDITIONAL JOIST UNDER ALL PARALLEL PARTITIONS. 4. BLOCK ALL JOISTS AT SUPPORTS AND UNDER ALL PARTITIONS WITH MINIMUM 2X SOLID BLOCKING. 5. METAL FRAMING DEVICES: PROVIDE TYPICAL CONNECTORS FOR WOOD FRAMING BY SIMPSON CO. OR EQUAL. ALL CONNECTIONS SHALL BE 16 GA. GALVANIZED SHEET METAL OR THICKER, U.O.N., FULLY NAILED IN ALL PUNCHED HOLES WITH NAILS OF SIZE AND LENGTH SPECIFIED AND/OR PROVIDED BY MANUFACTURER. IF CONNECTORS ARE AVAILABLE IN DIFFERENT SIZES, THE SIZE USED SHALL BE AS SHOWN IN DETAILS OR ELSE THE LARGEST SIZE MADE FOR THE DEPTH OF MEMBER BEING FRAMED. COMPARABLE FASTENERS BYOTHER MANUFACTURERS MAY BE USED IF APPROVED IN ADVANCE BY THE DESIGN ENGINEER. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING FRAMING CONNECTIONS: - SAWN LUMBER JOIST -TO -BEAM: SIMPSON U - BEAM -TO -POST: SIMPSON PC - POST -TO -BEAM: SIMPSON BC - POST -TO -FOUNDATION: SIMPSON PB 6. ALL FRAMING LUMBER SHALL BE GRADE STAMPED S-DRY (19% MOISTURE CONTENT) 7. SAWN LUMBER: U.O.N. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH (COAST REGION), GRADED AND MARKED IN ACCORDANCE WITH THE STANDARD GRADING RULES NUMBER 16 OF THE WEST COAST LUMBER INSPECTION BUREAU. POSTS, BEAMS -------------------------------------------------------- NO. 1 GRADE JOISTS & RAFTERS --------------------------------------------------- NO.2 GRADE STUDS---------------------------------------------------------------------STUD GRADE 8. STRUCTURAL STUD WALLS: 8.1 USE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE UNLESS OTHERWISE NOTED OR SHOWN. STAGGER JOINTS IN UPPER AND LOWER MEMBERS OF TOP PLATES NOT LESS THAN 4'-0". 8.2 BOLT SILL PLATE TO CONCRETE AS PER ANCHOR BOLT SCHEDULE. ONE BOLT SHALL BE WITHIN 9" OF EACH END OF EACH PIECE OF PLATE. PROVIDE 2 BOLTS MINIMUM PER PIECE. 9. BOLTS: 9.1 BOLTS SHALL BE PER ASTM A307, U.O.N. 9.2 BOLT HOLES 1/16" OVERSIZE, THREADS SHALL NOT BEAR ON WOOD OR STEEL, 9.3 USE STANDARD MALLEABLE IRON WASHERS AGAINST WOOD. 10. SCREWS: 10.1 (WOOD OR LAG) SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. 10.2 IN SPACING SCREWS, THE HOLES SHALL BE BORED TO THE SAME DIAMETER AND DEPTH OF THE SCREW SHANK. THE HOLES FOR THE THREADED PORTION OF THE SCREWS SHALL BE BORED WITH A BIT NOT LARGER THAN THE DIAMETER OF THE BASE OF THE THREAD. 11. WOOD PRESERVATIVE: ALL WOOD FRAMING IN CONTACT WITH CONCRETE AND/OR EXPOSED TO WEATHER OR PROLONGED DAMPNESS SHALL. BE TREATED WITH 'CELLOW" AT THE RATE OF 0.23 POUNDS PER CUBIC FOOT IN ACCORDANCE WITH AWPA SPECIFICATIONS, OR SHALL BE WOOD OF NATURAL. RESISTANCE TO DECAY. A MN TI r1M FOR MM E IDE CE momi, 0 CA FOUNDATION SO SOIL ASSUMED SHEATHING 1. U.O.N., USE DOUGLAS FIR OR OSB APA EXTERIOR, EXPOSUREI, RATED SHEATHING IN CONFORMANCE WITH THE U.S. COMMERCIAL STANDARDS PS-1. INSTALL WITH FACE GRAIN PERPENDICULAR TO JOISTS, 2. ROOF SHEATHING SHALL BE 15/32" WITH A SPAN RATING OF 24/0, UNBLOCKED, w/ 8d COMMON NAILS OR 16d SINKER NAILS @ 6" ox. EDGE & BOUNDARY NAILING AND 8d COMMON NAILS OR 16d SINKER NAILS @ 12" ox. FIELD NAILING. INSTALL WITH FACE GRAIN PERPENDICULAR TO RAFTERS. 3. SHEARWALL SHEATHING SHALL BE 15/32" STRUCTURAL 1 w/ FASTENING AS NOTED IN SHEARWALL SCHEDULE. REINFORCING U.O.N. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GR.40. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED, CONCRETE CONCRETEy CONFORM ! 2007 CBC SECTION• AND SHALL CONTENTUSED IN AREAS NOT IN CONTACT WITH EARTH. AGGREGATE SHALL BE HARDROCK, CONFORMING TO ASTM C-33, AND FREE OF ALKALI -REACTIVITY. WATER/CEMENT RATIO SHALL NOT EXCEED 55%. ACID SOLUBLE CHLORIDE yLL NOT EXCEED 0.2 PERCENT OF CEMENT WEIGHT. CHLORIDE-FREEADMIXTURES AND P FOR WORKABILITY MAY BE D IF APPROVED BY THE TESTING LABORATORYAND ENGINEER. BECAUSE EXCESS WATERiUCES CONCRETE STRENGTH, ADDING WATERAT DISCOURAGED AND SHALL NOT EXCEED ONE GALLON • • CUBIC +Ri 2. INSTALL ALL INSERTS, BOLTS, ANCHORS, AND REINFORCING BARS AND SECURELY TIE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS OF 2,500 PSI. x CONCRETE SHALL BE PLACED IN y CONTINUOUS OPERATION BETWEEN PREDETERMINED COi CONCRETE5CONCRETE SHALL BE CONTINUOUSLY CURED FOR 5 DAYS AFTER PLACEMENT IN ANY APPROVED MANNER. 6. THE LOCATION AND PROTECTION OF EXISTING UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UTILITY PIPES RUN THROUGH, OR WITHIN 241, BELOW, ANY NEW i i 7. PIPE OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS • DETAILED. 8. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 9. CONCRETE SHALL NOT BE ALLOWED TO CURE IN TEMPERATURES LESS THAN 400 FAHRENHEIT FOR THE FIRST THREE DAYS. r 11 INSPECTIONS FOR ALL ITEMS AS REQUIRED BY THE 2007 CALIFORNIA BUILDING CODE. 2. THE OWNER SHALL RETAIN AN INDEPENDENT TESTING LAB TO PERFORM ALL REQUIRED TESTING AND INSPECTIONS. 3. THE CONTRACTOR SHALL PROVIDE THE TESTING LAB WITH CONSTRUCTION SCHEDULES TO ENSURE PROPER COORDINATION OF WORK. .I.S.I. A.I.T.C. A.S.T.M. ANCHOR BOLT(S) EQ. ASPHALT CEMENT EQUIV. AMERICAN CONCRETE INSTITUTE EXT. ADDITIONAL E.E. ABOVE FINISH FLOOR E.F. AGGREGATE E.S. AMERICAN INSTITUTE E.W. OF STEEL CONSTRUCTION F.F.L. AMERICAN IRON & F.O. STEEL INSTITUTE F.O.S. AMERICAN INSTITUTE OF FDN. TIMBER CONSTRUCTION FLR. AMERICAN STANDARD FRMG. TESTING & MATERIAL FT. APPROXIMATE FTG. ARCHITECT GA. ARCHITECTURAL GLB BLOCK BLOCKING H.S.B. BOTTOM OF HDR. CANTILEVER I.C.C. CENTER TO CENTER INT. CONTROL JOINT JT. COMPLETE PENETRATION K CLEAR KSI CONCRETE MASONRY UNIT LB CONSTRUCTION MAX. COUNTERSINK M.B. DOUGLAS FIR MFR. DETAIL MIN. DIAMETER MISC. DIAMETER (N) DRAWING N.F. P.A. EXISTING EACH N.T.S. ELEVATION 0/ EDGE NAIL O.C. 0-0 rncrnu n11 9MBER DETAIL & DETAIL SECTION STRUCTURAL WOOD En HIGH STRENGTH BOLT HEADER THE INTERNATIONAL INTERIOR JOINT KIP(S) KIP(S) PER SQUARE POUND MAXIMUM MACHINE BOLT MANUFACTURER MINIMUM MISCELLANEOUS NEW NATIONAL FOREST PRODUCT ASSOCIATION NOT TO SCALE OVER ON CENTER OUT TO OUT S A L SHEARWALL i ... P.E. PERIMETER & EDGE PL. PLATE PLF POUND PER LINEAR FOOT PLYWD. PLYWOOD PRE-FAB. PRE -FABRICATED PSF POUND(S) PER SQUARE FOOT PSI POUND(S) PER SQUARE INCH P.T. PRESSURE TREATED RDWD. REDWOOD REF. REFERENCE REINF. REINFORCING REINF'T. REINFORCEMENT REQ'D. REQUIRED REQ'T REQUIREMENT RFB RETROFIT A.B. R.O. ROUGH OPENING S.A.D. SEE ARCHITECTURAL DRAWINGS SECT. SECTION SHT'G SHEATHING SIM. SIMILAR SPEC, SPECIFICATION SPECS. SPECIFICATIONS STAG'D STAGGERED STD. STANDARD T&B TOP & BOTTOM T&G TONGUE & GROOVE T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.G. TOP OF GRADE T.O.P. TOP OF PLYWOOD T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ WITH W.W.F. WELDED WIRE FABRIC q CENTER LINE i S1 TITLE SHEET S2 ROOF FRAMING PLAN DETAILS S3 1ST FLOOR FRAMING & FOUNDATION PLAN DETAILS S4 TYPICAL DETAILS S5 DETAILS SHEAR WALL, SEE SHEAR HOLDOWN, SIZE & APPROX WALL SCHEDULE LOCATION Q4 (N) POST U.O.N., MST37 STRAP @ WALL OPENING FRAMING REF. TO STRUC'L - r SHEATHING -- (N) CAL'S ROOF DIAPHRAGM KNI MEARILVS111 SHEAR WALL SCHEDULE WALL SHEAR WALL EDGE NAILING A35 CLIP SOLE ANCHOR TYPE LOAD SHEATHING (OR SCREWING) @ TOP PLATE BOLTS SYMBOL (PLF) MATERIAL PLATES NAILING 5/8"x12 NOTE 1 NOTE 2, 3 NOTE 5 t v � 340 15/32" PLYWD. 10d @ 6" 24" O.C. 16d @ 6" O.C. 32" C.C. 510 15/32" PLYWD. 10d 4" O.C. 24" C.C. xr . 66 2" PLYWD. 10d @ 3" 12" O.C. 16d @ 3" O.C. 18°° Oft NOTE 4 HARDY PANEL HF9x18 iTSIMPSON STRONG WALL SW16x8x4 GARAGE PORTAL (V = 1,245 LBS) • • y � yi .� y• y. NOTES: 1. U.O.N. SHEATHING: 15/32" CD, CC PLYWD. w/ ALL EDGES BLOCKED. 2. FRAMING: 2x D.F. TYP. @ 16" C.C., 3x REQ'D. IF 10d W/ +1 5/8" PENETRATION, 2" OR 3" C.C. 3. TYPICAL FASTENERS: 8d OR 10d COMMON OR 10d SHORT w/ 12D PENETRATION MIN. ,NAIL FIELD @ 12" C.C. 4. 3x AT PLATE AND PANEL EDGES AT WALLS W/ SHEAR OVER 350 LBS. NAIL MIN. 1/2" FROM EDGE. 5. ANCHOR BOLTS: (ASTM A-307) MIN. 7" EMBEDMENT, W/ 3"0"x1/4" PLATE WASHER. r �.f " 1ENG"I'NEERING 2021 The Al Stifte 611 Jose,San t • Phone: i 408 6214114 i t QFESS/ 4 Cz o. ' S U n' w m CC:xp 0/ 9 M \ OF Designer: TN DESIGN Nghi Le 870 O'Farrell St. #104A San Francisco, CA 94109 (415) 515-2256 i4 i t �'it *m' 77 li �6374�Clifden Cupertino, CA Job Number: 08108 Date. - December 2008 1ENG"I'NEERING 2021 The Al Stifte 611 Jose,San t • Phone: i 408 6214114 i t QFESS/ 4 Cz o. ' S U n' w m CC:xp 0/ 9 M \ OF Designer: TN DESIGN Nghi Le 870 O'Farrell St. #104A San Francisco, CA 94109 (415) 515-2256 i4 i t �'it *m' 77 li �6374�Clifden Cupertino, CA Job Number: 08108 Date. - December 2008 �� e .. e March 3, 3009 an of 5 sheets ZA (N) MSTC40 STRAP AT TOP PLATES (N) 2 x 8 9 241, D.C. ROOF RAFTER [RFT 21 luszRtt MllR.� t LI EDGE NAILING 1EATHING 6 9 24" D.C. )F RAFTER I DUMT1 RIDGE BEAM CONNECTION Scale: 1 11 = 1 1-01, A2 8d @ 4" D.C. (N) 15/321- ROOF SHEATHING (N) 2 x 8 @ 24" O.C. ROOF RAFTER, TYP. "A 2 END NAILS (N) 2 x 8 @ 41-011 O.C. A, BLOCKING (N) 2 x 8 VERGE RAFTER, NOTCH AS REQUIRED EX 15/32" WALL SHEATHING ROOF EX LOOKOUT O.C. 2X4 DBL TOP PLATE Scale: 1 1 1-01, LTP4 CLIP @ 24" O.C. ROOF E.N. — (N) 15/32" ROOF SHEATHING 2 x LOOKOUT F;8d @ 4" O.C. 2 x 8 @ 241, O.C. ROOF RAFTER, TYP. 2 END NAILS (N) 2 x 8 VERGE RAFTER, 2 x 8 BLOCKING NOTCH AS REQUIRED @ 4-4- D.C. (N) 2 x 4 @ 16" D.C. (N) 2 x 4 PLATE PONY WALL w/ 16d g 61, D.C. (E) ROOF FRAMING LTP4 CLIP @ 24" D.C. --- PROTECT IN PLACE (E) BLOCKING @ 4'-0" D.C., V.LF. 2x4 DBL TOP PLATE E.N. 15/321, WALL SHEATHING (E) STUD WALL SEE ARCHITECTURAL DRAWINGS FOR VENTING REQUIREMENT OVERHANGING RAKE OVER P WALL Scale: 1 1 = 11-0" O.0 ROOF RAFTER, TYP. (N) LTP4 @ 24" D.C. — E. (N) 2 x 6 PLATE w/ 16d 9 6" O.C. — WALL EDGE NAILING (N) LTP4 @ 24" O.C, 15/32" WALL SHEATHING Scale: 1" = 11-011 ROOF E.N. (N) 2 x 8 BLOCKING (N) 2 x 4 @ 161, O.C. PONY WALL 0111THIllifflIfli iiialislikeni (N) 2 x BLOCKING --'/ CALIFORNIA FRAMED ROOF Scale: 1 " = V-0" (N) 4 x 4 KING POST INVERTED CC44 CAP (N) 15/32" ROOF SHEATHING (N) A35 CLIP (N) 2 x 8 @ 24" D.C. ROOF RAFTER, TYP. ROOF SHEATHING (N) 2 x 6 @ 24" O.0 ROOF RAFTER \— (N) 4 x 8 RIDGE BEAM CC44 COLUMN CAP (N) 2 x 6 SLEEPER w/ 2 -16d TO EACH JOIST Engineer: ROOF BEAM BELOW D13 ENGINEERING FLUSHED AT CEILING 2021 The Alameda, Suite 360 San Jose, CA 95126 - K1Phone: (408) 621-0114 1"IIIIIII POST SUPPORT 151 11-011 Fax: (408) 261-1503 flisslov CO Cz No. C 62300 rn UJ M CC_ 7130119 za , 15/32" ROOF SHEATHING 0 8d @ 6" D.C. 8d @ 4" D.C. 12\ 2 x 6 9 2411 O.C. 2 x LOOKOUT ROOF RAFTER, TYP. Designer: BARGE RAFTER wm 2 END NAILS TN DESIGN (N) VERGE RAFTER, NOCKING 41-01, O.C, Nghi Le NOTCHED AS REQ'D. BZ� 870 O'Farrell St. #1 04A San Francisco, CA 94109 LTP4 @ 24" O.C. DOUBLE TOP PLATES (415) 515-2256 WALL SHEATHING 2 x 4 @ 1611 D.C. STUD WALL ORVENTNGRQU°MENTGSProject: OVERHANGING RAKE Scale: 111 = 11-011 Addition for Reddy Residence 20374 Clifden Way Cupertino, CA (E) ROOF FRAMING PROTECT IN PLACE (N) 15/32" ROOF SHEATHING (N) 2 x 8 @ 24" D.C. ROOF RAFTER, TYP. �1 vs,�t P ROOF E.N. (N) 2 x 8 BLOCKING (N) LTP4 @ 24" O.C. 2x4 DBL TOP PLATE E.N. (N) 2 x 4 9 16" O.C, 15/32" WALL SHEATHING PONY WALL SEE ARCHITECTURAL DRAWINGS I LN-1— FOR VENTING REQUIREMENT �8 SHEAR TRANSFER AT ROOF I J Scale: 1" = 11-01, Job Number: 08108 Date: December 2008 Z� January 29, 2009 Z� March 3, 2009 Z'� \ June 19, 2009 Z-. � July 13, 2009 MR] of 5 sheets M, Z2\ \-!!j (N) MSTC40 STRAP AT TOP PLATES EO (N) 2 x 8 9 24" D.C. ROOF RAFTER [RFT 2] Scale: 1/4" = 1'-0" N) MSTA36/SfRAP AT TOP PLATES SIM. TO 7 (N) MSTA36 STRAP I U OVER (E) RIDGE N STA36 STRAP BEAM TO (E) ROOF r3 "y (N) MSTA36 STRAP OVER (E) RIDGE — — — — — — — — — — — — — — --- — — — — — — — — — — — ---- — — — — — — — — — — — — — (N) MSTC40 STRAP AT TOP PLATES (N) 15/3211 ROOF SHEATHING (N) 2 x 12 SLEEPER (N) A35 CLIP TRIM AS REQUIRED EDGE NAILING W/ 3 -16d TO EACH JOIST (N) 2 x 8 9 24" O.C. ROOF RAFTER, TYP. LUS26 JOIST HANGER 15/32" ROOF SHEATHING (E) ROOF FRAMING PROTECT IN PLACE 2x @2i . ...... ROOF RAFTER (N) 2 x 6 SLEEPER W/ 2 -16d TO EACH JOIST I'd (N) 4 x BEAM 8 RIDGE (N) 2 x BLOCKING RIDGE BEAM CONNECTION r2 CALIFORNIA F MMED ROOF Scale: 1" = 1 I -Oil Scale: 1 = V-0" A2 8d @ 4-- O.C. (N) 15/3211 ROOF SHEATHING ROOF E.N. 2 x LOOKOUT ROOF SHEATHING (N) 2 x 8 @ 24" D.C. BEAM SPLICE (N) 2 x 6 @ 241, &C. ROOF RAFTER, TYP.r ROOF RAFTER 2 END NAILS (E) ROOF FRAMING PROTECT IN PLACE (N) 2 x 8 @ 41-011 D.C. BLOCKING (N) 2 x 8 VERGE RAFTER, NOTCH AS REQUIRED (N) 4 x BRIDGE BEAM 4 x 4 KING POST CC44 COLUMN CAP - *" J L N-, (N) A35 @ 2411 D.C. INVERTED CC44 CAP 2x4 DBL TOP PLATE E.N. F Engineer: N, 15/32 ALL SHEATHING ROOF BEAM BELOW D13 ENGINEERING FLUSHED AT CEILING 2021 The Alameda, Suite 360 San Jose, CA 95126 SEE ARCHITECTURAL DRAWINGS KING POST SUPPORT Phone: (408) 621-0114 OVERH W"QING RAKE FOR VENVAG REQUIREMENT 1 it = 1 I -Oil if Fax: (408) 261-1503 Scale: LTP4 CLIPf'@ 2 , 4" D.C. - f ESSIO SGO ROOF E.N. (N) 15/32"ROOF SHEATHING 6 C 2 2 x LOOKOUT A 4" 1- (N) 2 x 8 9 24" D.C. CIO iz CID rn ROOF LU M /177 RAFTER, Cz No C 62300 ff Exp. 130109 zo --,2, END NAILS 15/32" ROOF SHEATHING 0 (N) 2 x 8 VERGE RAFTER, 2 x 8 BLOCKING /2 8d 4\ 1 NOTCH AS REQUIRED @ 41-011 O.C� 8d @;l 6" &C, 2 x 6 @ 24" D.C., -4-�(N)2X4@16'0.C, ROOF RAFTER, TYk,,� Designer: (N) 2 x 4 PI -Ad PONY WALL 2 x LOOKOUT W/ 16d @ �O.C. RAFTER "-,:" (E) ROOF FRAMING 2 END NAILS,TN DESIGN LTP4 PL(P @ 24-1 D.C. 4 PROTECT IN PLACE Nghi Le (N) VERGE RAFTER, &C, 2 x 6 (E) BLOCKING @ 4--011 O.C., V.I.F. NOTCHED AS REQID. 870 O'Farrell St. #1 04A BLOCKIN(N)G@ 4'-01, San Francisco, CA 94109 2x4 DBL TOP PLATE LTP4 O.C. DOUBLE TOP PLATES E.N. (415) 515-2256 WALL SHE4ffit, (E) STUD WALL 15/321, WALL SHEATHING 2 x 4 @ 161, D.C. STUD WALL SEE ARCHITECTURAL DRAWINGS FOR VENTING REQUIREMENT SEE ARCHITECTURAL DRAWINGS Project: OVERHANGING RAKE OVER (E) WALL OVERHArNG %RAKE FOR VENTING REQUIREMENT Scale: 11, = 11-01, Scale: 1" = 11-011 Addition for Reddy Residence 20374 Clifden Way ROOF E.N. Cupertino, CA (N) 15/32"ROOF SHEATHING (N) 2 x 8 BLOCKING Job Number: (N) 2 x 8 @ 241, D.C. ROOF RAFTER, TYF' 08108 Date: December 2008 (N) LTP4 @ 24-1 O.C. (N) 2 x 4 @ 161, D.C. E.N. PONY WALL January 29, 2009 (E) ROOF FRAMING ROOF E.N. PROTECT IN PLACE (N) 15/32-- ROOF SHEATHING ,March 3, 3009 (N) 2 x 6 PLATE w/ 16d @ 611 D.C. (N) 2 x 8 @ 24" D.C. Jun 9, 3009 ROOF RAFTER, TYP. WALL EDGE NAILING ------ (N) LTP4 @D 24-- O.C, (N) 2 x 8 BLOCKING (N) LTP4 @ 24-- O.C. 2x4 DBL TOP PLATE E.N. 2x4 DBL TOP PLATE (N) 2 x 4 @ 16" D.C. Sheet 15/321- WALL SHEATHING PONY WALL 15/321, WALL SHEATHING SEE ARCHITECTURAL DRAWINGS FOR VENTING REQUIREMENT S2 r7SHEAR TRANSFER AT ROOF s SHEAR TRANSFER AT ROOF_ I Scale: 1" = 11-0" Scale: 1" = V-0" of 5 sheets EDGE NAILING LUS26 JOIST HANGER /— A 15/32" ROOF SHEATHING 2 x 6 @ 24" D.C. ROOF RAFTER (N) 4 x 8 RIDGE BEAM RIDGE BEAM CONINECTION. Scale: 1 V-0" 8d @ 4" O.C. (N) 15/32" OOF SHEATHING ROOF E.N. (N) 2 x 8 @ 24" 2 x LOOKOUT (N) 1 5/32" OOF S 8d 4"OC* @ '0 SHEATHING 2 x 8 @ 24--0 O.C.C_ R F RAFTER TYP. 2 END NAILS (N) t2x 4'-0" C. BL KI (N) 2 x 8 VERGE RAFTER, NOTCH AS REQUIRED (N) A35 9 24" O. Z 2x4 DBL TOP PLATE,`I E.N. 15/32" WALL SHEATHING SEE ARCHITECTURAL DRAWINGS OVERHANGING RAKE FOR VENTING REQUIREMENT 'R,QOF E.R. 2 x LOOKOUT (N) 2 x 8 VERGE RAFTER, NOTCH AS REQUIRED (N) 2 x 4,PLATE w/ 16d 6" O.C. LTP4 CLIP @ 24" D.C. LTP4 CLIP @ 24" O.C. (N) 15/32" ROOF SHEATHING 8d 0 4" D.C. (N) 2 x 8 @ 24" O.C. ROOF RAFTER, TYP. 2 END NAIL 7'2 x 4 @ 16"O.C. " I ONYWALL 2x4 DBL TOP PLAT` E.N. 15/32" WALL SHEATHING — (E) STUD WALL (E) ROOF FRAMING PROTECT IN PLACE @ 4'-0" O.C., V.I.F. -9EEARMI,�� FOR VENTIN' P, 0 V E , V MM'-V rM4 2 M1 Scale: 1 " = V-0" (N) 2 x 8 @ 24" D.C. ROOF RAFTER, TYP. (N) LTP4 @ 24" D.C. E.N. (N) 2 x 6 PLATE wl 16d @ 61, O.C. WALL EDGE NAILING gmmmffl� 15/32" WALL SHEATHING ROOF E.N. (N) 2 x 8 BLOCKING ps� wffllviwok� 'EMENT VALL 11 it INS01#111"llikiiii - 4 ST, PLAN (N) 15/32" ROOF SHEATHING (N) 2 x 12 SLEEPER (N) A35 CLIP TRIM AS REQUIRED w/ 3 -16d TO EACH JOIST (N) 2 x 8 @ 24" O.C. (N) 2 x BLOCKING I CALIFORNIA FRAMED ROOF III = 1,4, (N) 4 x 4 KING POST �NVERTED CC44 CAP ROOF SHEATHING ROOF RAFTER \— (N) 4 x 8 RIDGE BEAM CC44 COLUMN CAP ROOF BEAM BELOW w FLUSHED AT CEILING 1<111G POST SUPPORT 1 It = 11-011 2 x LOOKOUT BARGE RAFTER ---\ (k) VPPrr- PAPTPP �N ROOF SHEATH 8d @ 4" D.C. 2 2 6 @ 24" D.C. F R, TYP. SHEATH -2 END NAILS A 2x6 '-0"0.1. 4 1 Ot NOTCHED AS REQ'D. 0 V LTP4 @ 24" O.C. DOUBLE TOP PLATES WALL SHEATHING 2 x 4 @ 16" D.C. STUD WALL ORVENTNGREQUREM WINGS OVERHANGING RAKE NT Scale: 1 " = V-0" (E) ROOF FRAMING PROTECT IN PLACE (N) 15/32" ROOF SHEATHING (N) 2 x 8 9 24" O.C. ROOF RAFTER, TYP. Rioll set 00 Ole 401, ROOF E.N. v (N) 2 x 8 BLOCKING (N) LTP4 @ 24" D.C. 2x4 DBL TOP PLATE E.N. (N) 2 x 4 @ 1 wo. 15/32" WALL SHEATHING PONY WALL SEE ARCHITECTURAL DRAWINGS FOR VENTING REQUIREMENT SHEAR TRANSFER AT ROOF I I Scale: 1 11 = 1 1-0" ) Scale: 1 " = V-0" 15/32" WALL SHEATHING 2x4 @ 1611 O.C. EXTERIOR BEARING WALL 10( 2x4 PLATE, SEE SHEARWALL SCHEDULE 3 BLOCKING OR RIM JOIST FOR SOLE PLATE NAILING U.O.N. 3/4" T&G FLOOR SHTHG, U.O.N. 3/4" T&G FLOOR SHTHG. GALVANIZED FLASHING ( SEE ARCHITECTURAL DRAWINGS 4" CONCRETE SLAB -ON -GRADE FOR VENTING REQUIREMENT w/ #4 @ 18" O.C. EACH WAY FLOOR JOIST PER PLAN o/ 2" SAND o/ 4" AGGREGATE BASE E.N. � PROVIDE SLOPE • ' .�._..:___: '� : I AWAY FROM HOUSE 15°lo MIN. _..__..� I FLOOR JOIST (N) 2 x 6 P.T. SILL PLATE ! . PER PLAN w/ 5/8"Ox12" A.B. PER SHEAR C ! t WALL SCHED. I #4 @ 18" D.C., #4 @ 18" O.C. TIE TIE ! I a #4 @ 12" O.C. #4@1211O.C, M IN TA4v 3x6 P.T. SILL PLATE w/ 5/8"Oxl2" I A.B, PER SHEAR WALL SCHED, 6'+MIN. NOTE: 2-#4 = r� $----;--u.�.� NAIL DRIVEN TO P.T. LUMBER � ,— z �+ __---__—___; �_� �_� �_� — s___ ___. �___ � v ___� �—_ _ _� _ �__ _�� ___�__-_—_ _ ___ _ _-_ ------ ---------�_----, ---- � SHALL BE HOT _ I �; V-0" MIN. 1'-0" MIN. PERIMETER FOUNDATION CONCRETE LANDING Scale: 1" = 1'-011 Scale: 1" = 1'-011 I ! 1 r U.O.N. 3/4" T&G FLOOR SHTHG. (E) 2 x 4 @ 1611 O.C. STUD (N) WALL SHEATHING WALL 77771777- 13 1 C I I I I (E) FLOOR FRAM I G i (N) 3/4"T & G FLOOR SHEATHING PROTECT IN PLAE 1 I I {N} 4 x 6 BLOCKING I I j I w/ 0d @ 6�° O.C. E.N. 4 (E) 2 x 4 P.T. SILL PLATE (N) FLOOR JOIST PER PLAN w/ (N) 5/811 A.B., SEE w/ LUS26 HANGER 2 x 6@ 16 O.C. FLOOR SHEARWAL SHEDULE FOR JOIST, TYP. I I SPACING I I... GIRDER PER PLAN II I I L I bO (N) 2 x 10 P.T. LEDGER 6 I i w/ 2 -1/2" A.B. @ 24" O.C., CB44 BASE i C 2`-0" #4 @ 9°° O.C. (E) THICKENED EDGE FOOTING — I 6 6 I I I (10 S5 I I t a V-6" MIN. UNDER -FLOOR ACFESS ISOLATED PIER FOOTING FLOOR FRAMING TOE SLAB I Scale: 111 = 1'-01, 1 °' = 1'-0"' EPDXY DOWEL #4 x 18" � I I N) 4 GIRDER [BM 1] I I I I TOP& BOTTOM I I if I i J 15/3211 WALL INTO {E} FOOTING I , ` I _ I G _ _ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ i SHEATHING 2 x 4 @ 16°' D.C. I! I (N)4x6GIRDER[BM1] i r.�-------------------_- I �! STUD WALL I f I lx Da DK p, 2x4 PLATE, SEE SHEARWALL SCHEDULE I ! �Q Qa e0 Qd QO Qd I I I I FOR SOLE PLATE NAILING (E} CONCRETE SLAB -ON -GRADE � � 15/32" WALL SHEATHING E.N. , PROTECT IN PLACE I I !1 ! I i U.O.N. 314 T&G FLOOR SHTHG. 11 I I I i I i (E) STUD WALL 10d @ 6 D.C. EDGE NAILING PROTECT IN PLACE j (N) 2 x 6@ 1611 D.C. I i I (N} 4 x 6 GIR ER [BM 1 I ( (N) 3/4" T & G FLOOR SHEATHING I � I BLOCKING FLOOR JOIST FLOOR JOIST [JST 11, P. � � � � � � PER PLAN o, I j j I o, (E) FLOOR SHEATHING (N) FLOOR JOIST PER PLAN 2 i' I 00 I j �b©� j I ? j I A35 CLIP @ 16It O.C. it P 4� 7I I I ►f S5 ? 1 I I i {N} 4 x 6 GIRDER [BM I 4 i i i #4 @ 1811 O.C. , oo i 3x6 P.T. SILL PLATE w/ 5/8 OxI2 +� TIE - 1 A.B.ABPER SHEAR WALL SCHED. i I i (N) 4 x 6 GIRDER [B 1 j I I ! ! i i i 6" MIN. EPDXY DOWEL 5i8" ANCHOR BOLT N LU26 HANGER 1 I I( 11 I I „ Al � tx I #4 @ 12 O.C. PER SHEAR WALL SCHEDULE I I ( } I I t o I I r 11 N 2 x 6 LEDGER w/ 2 - 1/4" x 3 g --� o� —_—_� I��ti � 4— — = Q — _I I . (E) FOOTING 1/21, SDS @ 161, O.C. L I i I 6 -0 , TY a 2-#4 EPDXY DOWEL #4 x 18" I I I I 2 1 �20� TOP& BOTTOM r 1 o + �4 art t �. 'r4 u 2rt CS a r I i � i i � � INTO (E) FOOTING �- �. � I � ` 3 n'1fa s xa:..,2 ae r 'iTr y,..�___--_...___.___._._—.-.--_—_._.—_— —77 Q— — — — — — — _ _. _ _ _ �. _ _ _ (�, _ _ ...., _ _ _. !+- '` . ,$>, Nw"x:', : ":r- d .vivf +F;L;: -: k Rk'. �`i- _ _ _ _ ..- ...,..%jr; -'_ _ _ "- _ _ _..—I1.._ - _... �..._...- _...� __, _... ._ __ �.._ �.*' ..., 2 �. f�.?'. i>J" tr.`fi,%_.-�- _ _ -._.�. _ _._ _... ...»�._, ....__ .., _._. ___._�.. a�_. _ ._. .__..__..—.. ,._ _.�.__._ _'_ «_ 0 F! CHfT. ,, . <. n-- e, — f _ 1-0 MIN. 1'-0" _ FOR VENTING REQUIREMENT INTERIOR FOOTING 6 FLOOR FRAMED TO(E)FOOtkG____. I _ i (N) 4" CONC�ETE _ j Scale: 111 _ 1 i-011 111 _ 1 i-ou SLAB -ON -GRADE lii V 1 w/ #8 @ 181, O.C. EACH WAY F S5 FLOOR F� ING & FOUNDATION PLAN Scale: 1 /4" = V-0" a 15/32" WALL SHEATHING BLOCKING OR RIM JO &IST — SEE 'Rr__GTbwuL 41 J0 VI30 PROVIDE SLOPE FROM HOUSE 15% Mk Co. 36 P.T. SILL PLATE W/ 5/8110x12117 A.B. PER SHEAR WALL SCHED. 6 MIN. NOTE: -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------- ------------- 7 '7,7,7 7 7, NAIL DRIVEN TO P.T. LUMBER - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHALL BE HOT DIF GALVANIZED - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - --- - - - - - - - - - - - - ) Scale: 1 " = V-0" INW.111SWIL911 WTI FLOOR01ST PER PLAN #4 @ T'O.C. TIE #4 @ 12" O.C. ill] IIH- I! 0 hi 'ZIA" TR.P_ 1:1 nOa CZWTP('. ISOLATED PIER FOO" Scale!,"I" = V-0" 151�2' WALL ,SHEATHING A35 CLIP @? 16" O.C. --/ 3x6 P.T. SILL PLATE w/ 5/8"Ox12" A.B. PER SHEAR WALL SCHED. 6" MIN. Scale: 1" = V-0" SLAB -ON -GRADE wl #8 9 18" O.C. EACH WAY S5 1911011612902M1NUffif"611- W110117A1NHOINSWAM1131 Scale: 1/4" = V-0" #4 @ 18" O.C. TIE #4 9 12" O.C. (N) WALL SHEATHING (N) FLOOR JOIST PER PLAN :LOOR w/ LUS26HANGER AN IN 1 " = V-0" le_� FLOOR FRAMING TO if -oil EPDXY DOWEL 5/8" ANCHOR BOLT PER SHEAR WALL SCHEDULE (E) FOOTING 9 1 All FLOOR FRAMED TO (E) 2 x 4 @ 16" O.C. STUD WALL (N) 4 x 6 BLOCKING (E) 2 x 4 P.T. SILL PLATE w/ (N) 5/8" A.B., SEE SHEARWAL SHEDULE FOR SPACING 15/32" WALL SHEATHING 1 Od @ 6" O.C. EDGE NAILING (N) 3/4" T & G FLOOR SHEATHING (N) FLOOR JOIST PER PLAN F_ (N) LU26 HANGER 2 x 6 LEDGER w/ 2 1/4" x 3 14" SDS @ 16" O.C. 1" = 1 1-0 . FLOOR JOIST PER PLAN Engineer: D13 ENGINEERING 2021 The Alameda, Suite 360 San Jose, CA 95126 Phone: (408) 621-0114 Fax: (408) 261-15P OF Designer: TN DESIGN Nghi Le 870 O'Farrell St. #104 San Francisco, CA 941 (415) 515-2256 1 P Addon for Reddy Residen 20374 Clifden Way Cupertino, CA I Job Number: 08108 Date: December 2008 January 29, 2009 March 3, 3009 Z� Sheet of 5 sheets E.N. SHTG 16d @ 12" o.c. INTERSECTING 2X BACKING STUD WALL CONT. FULL E.N. SHTG. HEIGHT 2X1 0 BACKING CONTINUOUS FULL HEIGHT DISCONTINUOUS SHTG CONTINUOUS SHTG SHEARWALL DETAIL 9 CROSSWALL 2X4 OR (2X6) STUD OPENING NOT TO SCALE 2-11 4X4 4X4 A-/ 2-1 NA RM NOT TO SCALE WALL (T YP @ DOOR OPENING) NOTE: HOLDOWNS SHALL BE INSTALLED WITH 4 x 4 VERTICAL WOOD MEMBER. PANEL. EDGE STUD SEE STRUCTURAL NOTES FOR OR POST, SEE PLAN TYPE OF EPDXY ADHESIVE SYSTEM 'ALL HOLDOWNS ARE BY SIMPSON COMPANY, OR APPROVED EQUAL, SEE CATALOG FOR SIZE & SPACING OF BOLTS SIMPSON HOLDOWN 5/8" DIA, ANCHOR BOLT w/ 3"0"xl/4" PER PLAN 4x BLOCKING SQUARE WASHER UNDER POST 11 - - - - - - - - - -- - - -- Ij Uj fn (E) P.T. SILL PLATE LU CZ) is (E) CONCRETE 4__ U FOOTING HOLDOWN ANCHOR, SEE NOTES 1 - 5 RETROFIT ANCHOR BOLTS Scale: 1" V-0" ROOF E.N. (N) 15/32" ROOF SHEATHING (N) 2 x 8 BLOCKING 1 (N) 2 x 8 @ 24" O.C. ROOF RAFTER, TYP. LTP4 @ 24" O.C. (N) 2 x 1@ 11" O.C. PONY WALL E.N. 15/32" WALL SHEATHING (N) 4 x BLOCKING wl 1/4" x 6" SDS--- A\_@ 6,, 0. (N) A35 @ 16" O.C. (N) 2 x 6 PLATE wl 16d @ 61, O.C. (N) 3 1/2" x 9 1/4" PSL ROOF BEAM (E) ROOF RAFTER & CEILING -0 6-2 HANGER 2 (N) 3 x 6 BLOCKING w/ 2 -16d @ 61, O_C. 16 SHEAR TRANSFER TO Scale: 1 1 1-01, K"611 BEAM POCKETS INTO WALL @ END. 4-16d @ EA. SIDE THRU 2X4 K STUD INTO BEAM NOT TO SCALE FIELD NAILING AT INTERMEDIATE STUD" NOT TO SCALE C QF BM & STRAP BOTH :S TOP OF PLATE 0 1 191 AMI i i III I 0 lot OF BEAM STRAP TOP OF PLATE SIMPSON ST6224 U.N.O. 4-16d EACH SIDE nnrldIhIrl AC nr1n1lDC NAIL SIDES WHERE NOTE ON PLAN. (BLK-D. DIAPHRAGM ONLY) FIELD NAILING AS PER PLAN END EDGE NAIL TO JOIST BLOCK HEA OR TRUSS OVER SIDE EDGE RWALL. NAIL CONT. PANEL EDGE SQUARE EDGE OVER TRUSS DISCONT. PANEL EDGE (E.N.) GLUE AND NAIL FLOOR PLYWD. NAIL COMPLETELY IMMEDIATELY SHEAR WALL AFTER GLUEING. SEE PLAN 2TYP. ROOF/FLOOR NAILING DETAIL 1/16" CLEAR BETWEEN SHEET. FACE GRAIN ACROSS JOIST OR TRUSSES STAGGER SHEET JOINT 41-01, IF PLATE IS NOTCHED OR BORED MORE THAN 1/3 OF WIDTH, LOCATE AN ANCHOR BOLT 1 1/2" FROM EACH SIDE. 9" MAX MAX 12" MAX 411 MIN, L1/2' DIA. (OR 5/8" DIA.)X 10" LONG ANCHOR BOLT EMBED MIN. 7" INTO CONC. EMBED 18- LONG ANCHOR BOLT @ MASONRY. 3/4" MIN PROVIDE MIN. 2 ANCHOR BOLTS PER @ ANY PIECE OF PLATE. EDGE SEE FOUNDATION PLAN FOR SPACING. SILL PLATE DETAILS NOT TO SCALE SIMPSON ST1 8 STRAP SIMPSON MSTAM36 W/ MIN. @ HOLE w/ 14-16d 8 NAILS @ EA. SIDE OF NOTCH OR HOLE. PLATE ADD BLOCK -BETWEEN STUDS BELOW STRAP. NOT TO SCALE NOTE: WHERE PENETRATION ON ONE SID OF (N) 2 x 6 @ 24" D.C. PLATES, USE RPS 18 OR RPS22 ROOF RAFTER w/ COLLAR TIE - (N) LTP4 @ 24" O.C. - - - - - - (N) 2 x 6 @ 24" D.C. CEILING JOIST 2X4 DBIL TOP PLATE 15/32" WALL SHEATHING (N) 2 x 4 PLATE W/ 16d @ 6" O.C. (N) 2 x 8 @ 24" D.C. LTP4 CLIP @ 24" O.C. v ROOF RAFTER (N) 2 x 6 BLOCKING @ 4'-0"O.C. x BL TOP PLATE le E.N. (N) 2 x 4 @ 16" O.C. STUD WALL 15/32" WALL SHEATHING SHEAR TR.ANSFER FRO.M PORCH 12-16d 0) 8" O.C. EACH ALIGN SPLICE OVER STUD SIDE OF SPLICE 4'-0"MIN. LAP JOINT (TWO ROWS) OR ST22 @ LAP LESS THAN MIN. 16d @ 16" O.C. TYP. -16d HDR 2-16d 2XTRIMMER DBL TRIMM OPENNIP 2-16d 16d 12"oc FULL HEIGI 16d @ V O.C. 2X BLKG. ( --WALLS OV — 2X STUDS U.N.O. —2-1 Od TOE & EA. STU WALL SHEATHING I vj a K, all 4 6101 NOT TO SCALE N.T.S. WALL 44 POST SHEATHING HOLDOWN BOLT E.N. WHERE APPLICABLE TYP. 16 GA. x 11/4" GALV. STEEL STRAP OVER PLYWD. @ EA. CORNER OF OPENING NAIL W/ 8d @ 4" C.C. EDGE NAIL TO JOIST @ OPENING NOTE: THIS DETAIL TYP. FOR STAIRWAY AND SKYLIGHT OPENINGS OPENING IN ROOF OR FLOOR DIAPHRAGM STAGGERED iT OF STUD � MID-HGT. @? ER 10'-0" HIGH 16" O.C. NAILS TO PL. ADD STUD AS REQ'D. 16d 0 2x E.N. )cale: 1 11 = 1'41 NOT TO SCALE Designer: TN DESIGN Nghi Le 870 O'Farrell St. #1 04A San Francisco, CA 94109 (415) 515-2256 7,2,77,27; Pro"ect. L Addition for Reddy Residence 20374 Clifden Way Cupertino, CA Job Number: 08108 Date: December 2008 P OF STRAP @ BEAM END. 1/3L MAX r (1/3D) MAX. SIMPSON ST6224 U.N.O. 1/6D MAX. TOP 1 January 29, 2009 I Z PLATE 2" MIN. March 3, 3009 \_AREA OF NAIL STRAP @D PERMITTED NOTCH 2" MIN. BOT. OF BEAM _T AND TOP OF TOP PLATES (ALL HOLES) (.33L) D MIN. L= CLEAR SPAN Mk STRAP PER PLAN -1 --- 4-- Av_ - TOP (.40W) MAX. LOAD BEARING WALL 9 EXTERIOR SIDE W (.60" MAX. @ LOAD BEARING WALL WITH MIN. 0 OF STRAP PLATE DBL. STUD & MAX. 2 ADJACENT STUDS BORED. 5/8" MIN. (.60W) MAX. @ NON LOAD BEARING WALL. . . . . . . 9 ANY EDGE NO BORED HOLE ADJACENT TO NOTCH 4-16d Sheet (.25" MAX @ LOAD BEARING WALL SIMPSON (.40W) MAX. @ NON -LOAD BEARING WALL ST 6224 U.N.O. (NO LOAD OTHER THAN WALL HEIGHT) BEAM OR HEADER TYP. BOTH SIDES BEAllvi OR HEADER DRAG STRAP NOTCH &BORE LIMITS @ STUDS & JOISTS Ill A S4 (_4 NOT TO SCALE DETAIL 111�j- NOT TO SCALE of 5 sheets m Mmtff t"M CB44 COLUMN BASE 4" CONCRETE SLAB -ON -GRADE w/ #4 @ 18" O.C. EACH WAY #3 @ 12" O.C. TIES 9 �2CONT.#4 Tr)D 2. rZ()T Scale: 111 = 1 1-01, A (N) 2 x 6 COLLECTOR (N) 4 x 8 RIDGE BEAM ---\ (N) LTP4 @ 24" O.C. - (N) 4 x 4 KING POST (N) 4 x 4 PLATE - (N) LTP4 9 24" O.C. - E.N. 15/32" WALL SHEATHING — (N) 2 x 6 PLATE w/ 16d @ 6" O.C. — (N) LTP4 @ 24" O.C. RUM (N) 4 x 4 KING POST F7X4 CONTINUOUS DBL TOP PLATE �(N) 4 x 8 HEADER BEAM SHEAR TRANSFER AT HIGH ROOF - LINE D Scale: 111 = 11-01, 2X4 9 16" O.C. EXTERIOR 15/32" WALL BEARING WALL SHEATHING 2X4 PLATE, SEE SHEARWALL SCHEDULE FOR SOLE PLATE NAILING 10d @ 4" O.C. FROM SHEATHING TO BLOCKINGA2 U.O.N. 3/4" T&G FLOOR SHTHG. RIM JOIST 2 x BLOCKING 9 4--01'O.C. E.N. FLOOR JOIST PER PLAN r.ipnpp Rrvnmr. (E) FLOOR SHE THING (N) 4 x 6 HEADER EXTEND 121, EACH SIDE OF OPENING , (E) SILL PLATE BEYOND SAW CUT (E) STEM AS REQUIRED om ill = 11-011 I 15/32" WALL SHEATHING - 1 Od @ 6" O.C. EDGE NAILING & G FLOOR SHEATHING Lufimms , �*� — (N) LU26 HANGER (N) 2 x 6 LEDGER w/1 2 - 1/41, x 3 1/2" SDS @ 16" O.C. (N) ROOF SHEATHING (N) ROOF RAFTER PER PLAN (N) 2 x BLOCKING (N) A35 @ 24" O.C. 8d (LD 4" O.C. (N) ROOF SHEATHING (N) ROOF RAFTER PER PLAN 2 x 6 BLOCKING @ 41-0" D.C. (N) 2 x 8 w/ 2 -16d @ 12" O.C. - (N) DOUBLE TOP PLATES Z� ill = 11-011 (E) CEILING JOIST (N) LSTA1 8 AT EACH JOIST it, = 11-011 (N) 135 @ 24" O.C. (N) 2 x 4 @ 16" O.C. CRIPPLE WALL — (N) WALL SHEATHING mfimmww� (N) 2 x 4 @ 16" O.C. STUD WALL — (N) WALL SHEATHING (N) 3 1/2" x 11 1/8" PSL FLUSHED CEILING BEAM (N) 2 x 4 @ 16" O.C. PAffET cc (N) x 4 PLATE w/ 16d @ 6" (N) ROOF SHEATHING O.C. >41 4 (N) WALL SHEATHING (N) ROOF RAFTER PER PLAN (N) 2 x 4 @ 16" O.C. (N) CEILING JOIST PER CRIPPLE WALL PLAN (N) CONTINUOUS DOUBLE TOP PLATES 4 (N) 4 x 8 HEADER BEAM, TYP. ROOF AT COURTYARD ill 11-011 (N) 2 x 4 @ 241, O.C. BLOCKING (E) CEILING JOIST (N) 3 1/211 x 11 1/811 PSL FLUSHED CEILING BEAM (N) LUS26 HANGER (N) LUS26 HANGER (N) LSTA1 8 AT EACH JOIST ZL ZL Z1 `�_ - — �� "� \,--/ "-� �-� — 14 (N) 5 1/41, x 117/8 PSL CEILING BEAM 0 0 4 (N) CC44 COLUMf ummum Scale: 111 = 11-0" (N) 2 x BLOCKING (N) POST PER PLAN (N) CB44 COLUMN BASE -H6-S-TW C, - i T.O.GRADE 6-0 4 #4 EACH WAY (N) 4 x 6 POST C3 ----------- 2'-0" SQUARE ( 7lo BASE CONNECTION ' 9- Scale: 1" = 11-0" ill = 11-011 Rf� 15/32'VVALL SHEATHING , CB44 COLUMN BASE �°- ._- (N)2XdCOLLECTOR _ (N)LTP4@24"U.C. 15/32 WALL SHEATHING 2X4PLATE SEE GMEARVV&LLSCHEDULE FOR SOLE PLATE NAILING 1Od94"O.C. FROM SHEATHING TOBLOCKING LA /--U.O.N.3/4 T&GFLOOR 8HTHG. mi PROVIDE SLOPE oo AWAY FROM HOUSE — A.B. PER SHEAR WALL SCHED. 6" MIN. CD _ \ 2C0NT #4 --�--4�TOP &8OT 11-0" 3"CLR,TYp (] FLOOR SHEATHING 084XOHEADER EXTEND 12" / U (k)4K4KING POST EACH SIDE OFOPENING ~` | (E]SILL PLATE BEYOND ---� i ) SAW CUT (] STEM ASREQUIRED ---/ | am 5'� SHEAR TRANSFER AT HIGH ROOF - LINE D 6 ZL 15/32 WALL SHEATHING 0N3/4"T&6FLOOR SHEATHING 002x8LEDGER N/2-1/4"X3 � ,� / 4 x 4 COLUMN (N) LTP4 @ 24' O.C. (N) 4 x 4 KING POST (N) 4 x 4 PLATE (N) LTP4 @ 24" O.C. E.N. 15/32" WALL SHEATHING (N) 2 x 6 PLATE w/ 16d @ 6" O.C. (N) 4 x 4 KING POST )FRING (N) LTP4 @ 24" O.C. PROTOEOCT F PLACE IN W CONTINUOUS DBL TOP PLATE (N) 4 x 8 HEADER BEAM SHEAR TRANSFER AT HIGH ROOF - LINE D Scale: 1 " = V-0" W @ 16" O.C. EXTERIOR 15/32" WALL BEARING WALL SHEATHING W PLATE, SEE SHEARWALL SCHEDULE IN 1 Od @ 4" O.C. FROM SHEATHING TO BLOCKING 01— U.O.N. 3/4" G FLOOR SHTHG. RIM JOIST 2 x BLOCKING E.N. @ 4'-0" O.C. FLOOR JOIST PER PLAN PROVIDE SLOPE GIRDER BEYOND W/ GH46-6 HANGER AWAY FROM HOUSE (IN (E) STUD WALL PROTECT IN ? PLACE (E) FLOOR SHEATHING (N) 4 x 6 HEADER EXTEND 12" EACH SIDE OF OPENING 15/32" WALL SHEATHING � 1 Od @ 6" O.C. EDGE NAILING (N) 3/4" T & G FLOOR SHEATHING (N) FLOOR JOIST PER PLAN R-Ei C;]EIVIM SuBMITIA-L #7 1 03 Engineer: D13 ENGINEERING 2021 The Alameda, Suite 360 San Jose, CA 95126 Phone: (408) 621-0114 Fax: (408) 261-150 Iq f FESS10 tia I 14GO � CO I ir- Cz Uj No. 0 rM M EXP. / 010 V OF xvo Designer: TN DESIGN Nghi Le 870 O'Farrell St. #1 04A San Francisco, CA 94109 (415) 515-2256 p4w Addition for Reddy Residence 20374 Clifden Way Cupertino, CA Job Number: 08108 Date: December 2008 January 29, 2009 March 3, 3009 Sheet S5 of 5 sheets