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B16-1837 000-000-000
ba.rrishpe1:h.'a m .•. Consulting Engineers S.acra:mento.Walnut:Cre.ek.Tahoe/ Reno W W w. b'a r r I t h.. c 0 project Kelly y esi ence Fire Repair by TML lob no. 16-389A date. 08-08-16 page no. 1 Design Loads Gravity Loads , Roof Load .: , Rooting ................:...:... (Comp Shingles).:: - ..... - 5.6 ... '. ,..... Sheathing::.....,:. ..: (1/2 SP).'... :. ...I... ................... _ . Framing..."..:...., (Trusses @ 24"cc)..............:......... - 2.1 Insulation:., ................I...... (R-38). :.Ceings .: :. (5/8 G _3.1 ... ......... (M Miscellaneous;::..... ech, Elect,, Sprinklers, Etc) ........ ::._. ' 2.0 .. , Total Dead Load ..... ....: (DL Factored for 6:12 Slope) ...:....... D _ 16.0 psf Roof Live Load .......... Reduced for slope ....................... L(r) ' _ 18.0 psf . .. Snow Load . -Reducible : = : :Non ........ .. 28.5 f Wall Weights 4" Exterior wood stud walls with stucco & gyp.:..:,... D = 15.0 psf Interior. wood stud walls with gyp both sides.... :....:.::...::...:. D = ' 10.0 psf oncrete: Wall..... - ......... .._.. ............. D - 00.0 psf Snow Loads: ASCE 7-10 (7.3) '.= Ground Snow Load, p 9 = 3 7. 0 psf I (Snow) _ 1.00 • � Exposure F. actor 0 Thermal (C e J = 1 . 0 l Factor (C,,) = 1.10 Flat Roof.` Slope s 5 degrees : p , _ 0; 7xC e xC ; x I x p 9 0.77 x 37.0 psf = 28.5 psf Sloped Roof Slope >5 degrees p s, _ C, x p . (C s . determined for each roof independently) ' Snow:Density, , : y = 0.13'z p 9`+ 14 = , 0.13 x 3T.0 psf + 14.0 = 18.8 pcf Equivalent depth h b = P f / y:= 28.5 psf, . /: -18.8 pcf = 1.5 ft b 'r h project Kelly Residence + d r I S p e l it d m Fire Repair ,. -Consulting Engineers Sacrarnento.WeInut Creek.Tah.oe/Fie no ^ w w w. b a r r I s h. c o -m by. ' TML lob no. 16-389 date 08-08-16 page no. 2 ' Design. Loads. Wind Loads .: ` :. ASCE 7-10 (27) Directional Procedure (MWFRS) Risk Category._ 11 Rigid, Buildings of All Heights Wind Speed _ 110 mph K Z : (Velocity Pressure Exposure Coefficient) = 2.01(Z / Z 9) "" Exposure _.: B K e: (Topographic Factor) 'K d (Wind Directionality Factor) - 0.85 q (z) =. :. 0.00256 x K.z , : x , ° Kzr x Kd x V. b. q (0'-15') = 0.00256 x 0.57 x.. .1 . x 0.85 : x .. (110) 2 _. 15.0 Ib/sq ft ✓ q.(15'-20) _ 0.00256. x 0.62 ', x ' 1: x ._ "0.85., x (110) z _. 16.3 Ib / sq ft. Main Wind Force Resisting System (MWFRS) 'Pu's e ` gGC p.'- q; (GC P;) (Ib sq ft) Paso = 0.6P use (Ib / sq ft) Seismic'Loads. ASCE 7-10 (12.:8) Equivalent Lateral Force Procedure . I (Seismic) = 1.00 Seismic Design Category D .: Site Class D LATERAL SYSTEM R = 6.5 S os = 2/3 x F, x S s '(0.2 S} g 2/3 ., x :1.282 x 0.648 = 0.554. g Sot = 213 x F, x S 1 (1.0 s) g _ 2/3: x , 1.871 x 0.264 = 0.329 g S Ds .. 0.554 .. . Base Shear V= GS x W= x W= x W= 0.085 x W R11 6.5 / 1.00. E -(USD) = PX V= 1.0 x 0.085 x W= 0.085 x W E (ASD) = 0.7 x V(USD),=: 0.7. x :: 0.085 ' x W:= . 0.060 x W . . b a: r r i s 'h p e _Q : h a 'i''�1 :, Q_''.Wi:suliiRig Engineers Sac ra.mento.walnut Cieek.Tahoe/:Reno w w w b a r r I s h c o.m' ' project Kelly Residence Fire Repair TML 9 no, by �ob16-38" date 08-08-16 page no. 3 b d U r i - s' h p e 0: h. -a. Cl(1 (D I(:un�uJI IIg-F'ng!neers S.ac,ramento.WaInut Creek.Tahoe/.Reno w w w.. b a r'r. I s h: c, o.m project Kelly Residence Fire Repair by TML job no'. 1089 date -.08-08-16 page no. 4 Gravity. Design -Deck Joist.L . '- 100 ft 1. Loading.: (Or -10) -wi = (10D + 28.5L)(1.-33) + 3 = 54 plf 2. Summary R (L) = 270 Ib ' •R (R) _:' M (Max) _: 270 Ib .675 Ib -ft wi .�, Ri . 4• RZ Beam Section. 2x8 DF # 1: • • 3.. Shear Capacity.C p = :1:15 F, = 180 psi x' C p. _ 207 psi 10.9 .213xFrvA.=. 1,504 Ib Va.. _ : 270 Ib OK 4.. Moment Capacity . C p 1.15. C F. = 1.20 . F' 4 .= 1, 000 psi x'C p C F.0 1, 380 psi S _ : 13.1 -in M�:=. Fr.bS = 1,507 Ib -ft: :: •Ma . _ 675 Ib.-ff OK 5. Servicability: ' d < L /. 240 . wEQ 54 plf E_ 1,700,000 psi 1._. 47.6 in4 : d'- 5 wEoL4 /384 EI = 0:15 in " < : 0.50 in OK Checked for; ihcizing factor as well:.:..'.OK i Deck Beam L 8.O ft 1. : Loading :: .• (0� 8) W _ (10D + 28.5L)(5) +-77200 plf 2. Summary R (L) = 800 lb... R (R) _ • 800 Ib wi M (Max) _ 1,600 Ib -ft '. Rl R2 Beam Section • 48 DF # 1 • '• '3. Shear Caac' P ity CD =. 1.15 F'.v_ 180 psi x CD = 207 psi A = 25:4 in 2 V„ _„ 2 /3 x F' A = 3, 505 16 V a : _ 800 1b OK 4. Moment Capacity C o = 1.15 C F = 1.30 Frb = 1,000 psi x C p C F C� _ 1,495 psi S = ;. 30.7 in 3 M;_ F� b S _ 3,825 Ib -ft Ma _ 1, 600 Ib -ft OK 5. Servicability • A <-L/ 240 wEo = 200 • Of E= 1,700,000 psi 1 = 111.0. in 4 d =. 5 w Eo L 41384 El - 0.10 in . < 0.40 in OK Checked for incizing factor as well ...... OK Gravity Design b a" Y Y 0- 5 h,. p e.: C'c>aitiuItiiig Engineers'. Sa�rarmento.WaJnu,t Creek:Tahoe/Reno •'w w wv b 6.r r I s h t o. m'- - project Kelly Residence Fire Repair. by TML job no. 16-389 - date 08-08-16 page no. .5 Gravity Design Loft Joist. 1= 8.0 ft 1.. Loading . (0'-8) (10D +.20L)(1.33) + 2 =. ' 42 plf 2.' .Summary ' R:(L)'= ' 168 1b . R (R) 168 Ib wi M (Max) = 336 Ib -ft " R1 R2:' Beam Section . 2x6 DF # 2 3. " Shear Capacity: P: Co.=, 100 ' F' v .= 180 psi x C p _ 180 psi A.8.3 in 2 .Vn. _ .2 73 x:F'�A = 996 Ib' Va = 1.68 Ib OK 4. Moment Capacity C., _ 1.00C F _ .1.30 F' b = , 900 psi x C o.0 F G _ 1,170 psi S.=:: 7.6 jn3 Mn:='F'y:S, = 741'I0 -ft Ma. . _ 336 lb -ft OK 5. Seivicability d <, L '1.,240 w Eo 42 plf E= A,600,000 psi 1 = .:-208 20 8 in 4 ' d •_: 5 iyEo L.a."7384 El = . 0.12 in < : 0.40 in OK Loft Beam L=. 16.5 It 1.: Loading (0'-16.5') w _ (10 + 20L)(4)_+ 8.= 128 plf 2. Summary ' .R (L),= : _ 1,056 1b R (R) = M (Max) _. 1;056lb 4,356 lb -ft wl Rl R2.: Beam Section 410 DF # 1 3. Shear Capacity C' = 1.00 F '.- v - 180 psi x C D = 180 psi A = : • : 32.4 int V .= 2,13x x F' A = ' 3, 888 Ib V6. _ = 1,056, Ib OK 4..: Moment Capacity G D = 1.00 C F. = 120: F b = 1, 000 pSl X CD C F C L - 1,200 psi S . _ .. 49.9 Ina M n� =. Pb S _ .4,990 lb -ft M a _ 4,356 Ib -ft OK 5. Setvicability d; < L / 240 w Eo _ 128 ' plf E = 1, 700, 000 psi 1 =•. 231.0 in 4 ... d = S w EQ L 4 / 384 E1= 0.54 ' in < 0.83 in OK project Kelly Residence �. • Consu.hilig Engineers.. Fire Repair SaYrame.nco:waIFjut Creek:.i.-ahoe/Reno•' by TML jobno. 16-389 page -no. w w ,w b a r r:Ls .s h. c o m - - : .. date. 08-08-16. ravity Design Stringer . r :L = 8.0 ft 1: Loading (0'-8) w - (10D.+ 400)(15) +2-='. 77 pIf • 2. Summary�' - .. . . R. (.L) _ : ' 308 lb R (R).= 308 Ib wi M (Max) = r 616 Ib -ft Rl - R2 . :. 8 • eam Section 2x6 DF # 2, 3. 'Shear Capacity C o' • 1.00 F _ - 180 'psi x C o = 180 psi ' A' 8.3in 2 .: :: V _ = 2 !3 x F' A = . .996 16 . V a . = 308 Ib OK ::4.,:MomentC6pacity Co 1.00CF.= 1.30 F'b:= 900 psix_CpCFCL,_. 1,170 psi S =.:. 7 6. Jn 3 M.n = P 'S. _ 741 lb -ft:: :.. M a . _ .616 Ib -ft OK 5:Servicabil'►ty .:. d < L / 240' - w EQ _ :: 77 plf E = 1,600,000 psi 20.8 in d ='5w EQ L 4 1384 EI 0.2i in < 0.40 in OK Idt•PostFooting :. l(10Q + 20L)(8:25)1(4): = ; 99016 . _ A _' • 990 lb _ z REQ - 0 66 8 1._6r; square x 18 Di • . 1, 500 psf ._ • w / 2 #4 Bars Each Way Deck Pier P (D+L).= ((10D + 28.5L)(8)1(5) _ 1,.54016 1,54016 A REG = _ 1.03 ff 2 1' 6 square x.18 Deep 1,500 psf . ' w / 2 #4 Bars Each Way F Lateral Design E/ W - Tributary Diaphragm Loads , w(1-EK9 Windward Wall =((15 pst) .85 x 0, 8) (15 psf)(-0.18)] x (4 ft) _ Leeward Wall = pst)(0.85 x 0.5) - (15 psf)(0.18)] x (4 ft) = Windward Roof = ((15 psf)(0.85 x 0.3) - (15 pso(-0.18)] x (4 ft) _ Leeward Roof = ((15 pst)(0.85 x 0.6) - (15 psf)(0.18)] x (4 ft) _ Total Wind (AsD) = 0.6 x (113 A _ Total Seismic (AsD) = 0.06x [16(15.75)+15(4)(2)]= w(2-EK9 Windward Wall = [(16.3 psf)(0.85 x 0.8) - (16.3 psf)(-0.18)] x (7.5 ft) = Leeward Wall = ((16.3 pso(0.85 x 0:5) - (16.3 psf)(0.18)] x (7.5 ft) _ Total Wind Asn, = 0.6 x (135 plf) _ Total Seismic (AsO) = 0.06x [16(47.75)+15(4)(2)+10(4)(2)]= w(3 -EM Windward Wall = ((15 psf)(0.85 x 0.8) - (15 psf)(-0.18)] x (6.5 ft) _ Leeward Wall = ((16.3 psf)(0.85 x 0.5) - (16.3 psf)(0.18)] x (6.5 ft) _ Windward Roof = '[(16.3 pso(0.85 x 0.3) - (16.3 psf)(-0.18)] x (5 ft) _ ,. Leeward Roof = ((16.3 psf)(0.85 x 0.6) (16.3 psf)(0.18)] x (5 ft) _ Total Wind (AsD) = 0.6 x (172 plo,, _ • Total Seismic (Asp) = 0.06x (16(20)+15(6.5)(2)] • f 52 plf 15 plf 26 plf 20 plf 68 plf 22 plf 105 plf In _rt 58 plf 84 plf 26 plf 35 plf 27 plf 103 plf 31 plf b a r r i s h, p e I h a m project Kelly Residence Fire Repair Consulting Engineers by TML job no. 16-389 date 08-08-16 page no. 7 Sacramento.WaInut Creek.Tahoe/ Reno w w w. b a r r I t h. c o m Lateral Design E/ W - Tributary Diaphragm Loads , w(1-EK9 Windward Wall =((15 pst) .85 x 0, 8) (15 psf)(-0.18)] x (4 ft) _ Leeward Wall = pst)(0.85 x 0.5) - (15 psf)(0.18)] x (4 ft) = Windward Roof = ((15 psf)(0.85 x 0.3) - (15 pso(-0.18)] x (4 ft) _ Leeward Roof = ((15 pst)(0.85 x 0.6) - (15 psf)(0.18)] x (4 ft) _ Total Wind (AsD) = 0.6 x (113 A _ Total Seismic (AsD) = 0.06x [16(15.75)+15(4)(2)]= w(2-EK9 Windward Wall = [(16.3 psf)(0.85 x 0.8) - (16.3 psf)(-0.18)] x (7.5 ft) = Leeward Wall = ((16.3 pso(0.85 x 0:5) - (16.3 psf)(0.18)] x (7.5 ft) _ Total Wind Asn, = 0.6 x (135 plf) _ Total Seismic (AsO) = 0.06x [16(47.75)+15(4)(2)+10(4)(2)]= w(3 -EM Windward Wall = ((15 psf)(0.85 x 0.8) - (15 psf)(-0.18)] x (6.5 ft) _ Leeward Wall = ((16.3 psf)(0.85 x 0.5) - (16.3 psf)(0.18)] x (6.5 ft) _ Windward Roof = '[(16.3 pso(0.85 x 0.3) - (16.3 psf)(-0.18)] x (5 ft) _ ,. Leeward Roof = ((16.3 psf)(0.85 x 0.6) (16.3 psf)(0.18)] x (5 ft) _ Total Wind (AsD) = 0.6 x (172 plo,, _ • Total Seismic (Asp) = 0.06x (16(20)+15(6.5)(2)] • f 52 plf 15 plf 26 plf 20 plf 68 plf 22 plf 105 plf In _rt 58 plf 84 plf 26 plf 35 plf 27 plf 103 plf 31 plf project Kelly Residence b a.' r r i s h p e I h am Fire Repair 0 - Consulting Engineers E / W - Tributary Load Distribution Sacramento.Walnut Creek.Tahoe/Reno w w w, b a r r I s h. c o'm by TML job no. 16-389 date 08-08-16 page no. 8 Lateral Design E / W - Tributary Load Distribution Line A Line B Line C Line D Total w(1 -EM 7.5 ft 7.5 ft 15.0 ft w(2 -EM 13.5 ft 13.5 ft 27.0 ft w(3-EK9 12.4 ft 12.4 ft 24.8 ft 'Line A Wind Loads (ASD) Seismic Loads (ASD) w(1 -EM (67.8 plo(7.5) = 509 Ib (22 plo(7.5) = 165 Ib Ib (0.06)(15 pso(8 ft)(15.75 ft) = 113 Ib r 509 Ib 278 Ib Line B ' Wind Loads (ASD) Seismic Loads (ASD) w(1-EIM (67.8 plo(7.5) _ - 509 Ib (22 plt)(7.5) = 165 Ib w(2-EK9 (81 plf)(13.5) _ . 1,094 Ib (58 plo(13.5) = 783 Ib Ib , (0.06)(15 psf)(8 ft)(47. 75 ft) = 344 Ib 1,602 Ib 1, 292 Ib Line C Wind Loads (ASD) Seismic Loads (ASD) w(2 -EM (81 plt)(13.5) 1,094 Ib (58 plt)(13.5) = 783 Ib w(3. -EM (103.2 plo(12.375) = 1,277 Ib (31 plf)(12.375) 384 Ib . Ib (0.06)(15 pso(8 ft)(47.75 ft) = 344 Ib Z371 Ib 1,510 Ib Line -D Wind Loads -(ASD) Seismic Loads (ASD) w(3-EK9 (103.2 plf)(12.375) _ 1,277 Ib (31 plo(12.375) = 384 Ib Ib (0.06)(15 pso(13 ft)(8 ft) = 94 Ib 1,277 lb 477 Ib • ahll 4 T / ' b a r r i s h p e l h d Pit Consulting Engineers Sacramento.Walnut Creek.Tahoe/Reno w w w. b a r r I s h. c o m project Kelly Residence , Fire Repair by TML job no. 16-389 date 08-08-16 page no. 9 Lateral Design N / S - Tributary Diaahragm Loads w(1 -NS) Windward Wall = ((16.3 ps0(0.85 x 0.8) - (16.3 psf)(-0.18)] x (9 ft) = 126 plf Leeward Wall = ((16.3 pso(0.85 x 0.5) - (16.3 'pst)(0.18)] x (4 ft)_ 16 plf Windward Roof = ((16.3 ps0(0:85 x 0.3) - (16.3 pso(-0.18)] x (3.5 ft) = 25 plf Leeward Roof = ((16.3 pst)(0.85 x 0.6) - (16.3 pso(0:18)] x (7 ft) = 38 plf Total Wind (Asp) = 0.6 x (205 plt) _ - 123 plf '. Total Seismic (Asp) = 0.06x(16(53)+15(6.5)(2)+10(4)(2)]= ' 67 plf w(2 -NS) Windward Wall = ((15 psi)(0.85 x 0.8) - (15 psf)(-0.18)] x (4 ft) = 52 plf Leeward Wall = ((16.3 pso(0.85 x 0.5) - (16.3 pso(0.18)] x (4 ft) = 16 plf Windward Roof = jr(16.3 psi)(0.85 x 0.3) - (16.3 psf)(-0.18)] x (7 ft) = 50 plf Leeward Roof = ((16.3 pso(0.85 x 0.6) - (16.3 psf)(0.18)] x (7 ft) = 38 plf Total Wind (Asp) = 0.6 x (156 plo = 94 plf Total Seismic (Asp) = 0.06x [16(27)+15(47(2)+10(4)(2)J= 38 plf w(3 -NS) Windward Wall = ((15 psf)(0.85 k0-8) - (15 psi)( -0.18)] x (4 ft) = 52 plf Leeward Wall = ((16.3 pst)(0.85 x 0.5) - (16.3 pso(0.18)] x (6 ft) = 24 plf Windward Roof = [(16.3 psf)(0.85 x 0.3) - (16.3 pso(-0.18)] x (7 ft) = 50 plf Leeward Roof = ((16.3 pso(0;85 x 0.6) - (16.3 pso(0.18)] x (3.5 ft) = 19 plf Total Wind (Asp) = Minimum Wind Design Loads Govern = 91 plf ,Total Seismic (Asp) = 0.06x (16(24)+15(16%2)(16%12)(2)] = 42 plf J N / S - Tributary project Kelly Residence b C C I S it p2 I it a 11'1 Fire Repair Consulting Engineers w(1 -NS) 10.0 ft 10.0 ft r Sacra_mento.Walnut Creek.Tahoe/Reno w w w. b a r r I s h. c o m by TML job no. 16-389 date 08-08-16 page no. 10 N / S - Tributary Lateral Design Load Distribution Line 1 Line 2 Line 3 - r Line 4 = 247 Ib Total w(1 -NS) 10.0 ft 10.0 ft r 20.0 ft w(2 -NS) y 6.5 ft 6.5 ft' I 13.0 ft w(3 -NS) 9.8 ft 9.8 ft 19.5 ft Line 1 Wind Loads (ASD) Seismic Loads (ASD) w(1 FNS) (123 plo(10) 1,230 Ib ,(67 plf)(10) = 670 Ib Ib (0.06)(15 pst)(10 ft)(53 ft) = 477 Ib 1,230 Ib 1,147 Ib Line 2 Wind Loads (ASD) Seismic Loads (ASD) w(1 -NS) (123 plf)(10) = 1,230 Ib . (67 plt)(10) = 670 Ib w(2 -NS) (93.6 plt)(6.5) = 608 Ib (38 plt)(6.5) = 247 Ib t ` Ib (0.06)(15 psf)(13,It)(27 ft) = 316 Ib 1,838 Ib 1, 233 Ib Line 3 Wind Loads (ASD) w(2 -NS) (93.6 p/0(6.57 = 608 lb' w(INS) (91.2 pl0(9.757 = 889 Ib Ib 1,498 lb Line 4 Wind Loads (ASD) w(3 -NS)' (9,1.2 plt)(9.75) 889 Ib . Ib 889 Ib Seismic Loads (ASD) (38 plt)(6.5) = 247 Ib (42 plt)(9.75) = 410 Ib (0.06)(15 pst)(8 ft)(43 ft) = 310 Ib Seismic Loads (ASD) (42 plf)(9.757 = 410 Ib (0.06)(15 pst)(8 ft)(43 ft) = 310 Ib 719 Ib b d r r i s h p e I h d m one-Consulting Engineers l Sacramento.Walnut Creek.Tahoe/Reno w w w. b a r r l s h. c o'm project Kelly Residence Fire Repair by TML job no. 16-389 date 08-08-16 page no. 11 Lateral Design Line 2 Total Length of Wall= 8.5 _1, 8381b Wind V. = 216 plf . 8.5 ft 1, 233 lb Seismic V = = 145 pff 8.5 ft 1.5' SW OT Wind Uplift Analysis (8.5' Wall) 3/8" Struct 1 Plywood w/8d @ 6"oc Wind Capacity(392 plo Seismic Capacity (280 plo (2x w/1/2 dia AB @ 48"oc (260 plt)] MOT= (216p10(8.5)(12) = 22,032 ft -Ib M RES = 0.6((16pso(12.25)+(15psO(12)](8.5)(8.5'/2)] = 8,150 ft -Ib ;. 22032-8150 Simpson HDU2 T I,p = 8 = 1735 Ib WIND GOVERNS E(3075 Seismic Uplift Analysis (8.5' Wall) MOT= (145plo(8.5)(12) _ 14,790 ft -Ib �- MRES= [0.6-0.14(0.554)]((16pso(12.25)+(15pst)(12)](8.0(8.5%2)]= 7,096 ft -Ib T �P 14790-7096 967 Ib 1 Simpson HDU2 . _ = = (30751b) 8 71 Northeastern wall end uplift resisted by girder truss reaction. No holdown required. s MUSGSDesign Maps Summary Report User -Specified Input Report Title Kelly Residence - Fire Repair Mon August 8; 2016 19:18:59 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39:81180N, 121.59558°W Site Soil Classification : Site Class D - "Stiff Soil" Risk Category I/II/III / O �'i ! a'. ✓ r Y '' r� . }i' i 1 :Prr ,�,. r./{.,. rf`r .'� •�/ t. Y�xd .,fir+ d*• 4k[yY' _� f �' e p N. f j _ G. al. ^/` r�`1 j.' . •.� Q' ..� ,...,xK�,.� rr.,.� 4'fiJ Ut Mimi /' ,�.'!� : 'F"{, ...e Sr':Pfie�e1�8,.. r�,j� � .-:t 14 TV, .'j �d{_ �'.�PaMkd 5eSty ,.'' ,,fit a.. � J,t- v i •._.�' ..,� .� •r F a" /'=•'� ��� S '� � .' J x ,1��• �"�}116® ; yY • ���� ��, ���. {/� � Yy ��+ fi, `` ,�i � '� y ,. �� at xfY tj .�. 1c: f/l ji'.!� N '` '� .Y� �a�€itaf. � ��3ra�i`�jijrta'�' , i� C ,�: • '"4'ur� . pa 'r� .�'"'. � �� USGS-Provided Output Ss =. 0.648 g S" = 0.830 g SDs = 0.553 g . S, _ 0.264 g S,,, = 0.4959 So, '0.330 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response; please returnto the application and select the "2009 NEHRP" building code reference document. MCEa Response Spectrum Design Response Spectrum 0.90 _ - '0.60- 0.600.81 0.91 - 0.54- 0.72. o. G3 0.42 cm 0.54 Oi 0.36 lA 0.45 o.20 y 0.36 0.24 0.27 0.18 0.18 0.12-- 0.05-. 0.06 0.00. 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1..60 1.80 2.00 0.00 0.00 0.20 0.40 O.GO 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Period, T (sec) For PGA,,, TL, Qs, and Cm values, please view the detailed report. n Ma " s D M USES " .Desi 9 P eta i led Report ASCE "7-10 Standard (39.81189N, 121.59558°W) Site "Class D.= "Stiff Soil", Risk Category I/II/III. ... Section 11.4.1 Mapped Acceleration Parameters Note: Ground motion -values provided below are for the direction of maximum horizontal spectral .response. acceleration. They have be converted from corresponding geometric mean. ground motions computed by the USGS by ;applying factors of 1.1 (to obtain SS) and 1.3 (to. obtain S,). Maps in the 2010_ASCE-7 Standard are provided for Site Class B. . Adjustments, for other Site Classes are .-made, as needed, in Section 11.4.3. From Fi tire- 22-Y 9 S5 . :0.648 g .....From Figure 22-212) Si = 0.264 g Section 11.4.2 —"Site Class The authority having jurisdiction (not the USGS),"site-specific geotechnical data; .and/or "the default has classified the site as Site Class D, based on the site soil properties in accordance with. Chapter 20. Table 20.3-1 Site Classification Site Class. _ vs NorNh s„. A. Hard Rock >51000 ft/s . N/A N/A " B: Rock 2,500 to 5,000+ft/s'_ N/A _..: - N/A _.—_ C. Very dense, soil and soft rock 1,200 to 2;500 ftjs v >50 >2,000 psf --- -_ D Stiff Soil 600 to 1,200 ft/s 15 to 50 ; . 1,000 to 2,000 psf E. Soft clay soil 2600 ft/s� <15� <1,000 psf Any profile with more than 10 ft of soil having the characteristics: Plasticity index PI > 20, . • Moisture content w z 40%, and __ _ • Undrained shear strength s. < 500 psf F.:Soils requiring site response analysis in W�See Section 20.3.1 M accordance with Section 21.1 For SI: lft/s = 0.3048 m/s, lib/ft2 = 0:0479 kN/m.2 Section ' 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MgE!) Spectral Response Acceleration Parameters Table 11.4-1:. Site Coefficient Fe Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss < 0.25Ss = 0;50 Ss.= 0.75. _' Ss = 1.00 Se >_ 1:25 A.:'.;. 0.8 . B '.. 1:01.0 1.0 1.0 1.0 C ; 1.2 1.0 ; D . :. 1.6 1:4 1;0 t - E. 2.5 1:7 1.2 . 0.9. 0.9 F See Section 11.4.7 of ASCE 7 _Note: Use straight-line interpolationfor intermediate values of SS :. : ...= • For Site Class Dan .. . d Ss'= 0.648,g F. = 1282 Table 11:4-2:• Site.Coefficient:F� ., . Site Class Mapped MCE R Spectral Response Acceleration Parameter. at 1-s Period .S, 5 0.10 S,._ 0.20, S, = 0.30 S, = 0.40 S, z 0.50 'A" , 0.8 0.8 0.8., 0.8 : 0.8 1.0 1:0 1.0., 1.0 1.0 C.. 1.7 1.6 ` '1.5 1.4 1.3 D .. 2.4 2.0 1.8 1.6 1,5 ' E.:. 3.5 3.2 2:8 - 2.4 2.4 F See Section .11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For, Site Class = D and S, = 0.264 g; F, 1.871 ror Risk category =I and. S. = 0.553" g, Seismic Design Category = D Note; When -S, is greater than or equal to 0.75g, the* Seismic Design Category is E for buildings in Risk Categories 1, II, and III; and F for those in Risk Category IV, irrespective of the above. Seismic: Design Category _ the more severe design category in accordance with Table 1 11.6-2" D Note:•See'Section 11.6 for alternative approaches to calculating Seismic Design Category. 'References 1., Figure 22-1: http.:Hearthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1. pdf 2. Figure 22-2: http:%/earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2. pdf 3.1 Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- _12.pdf 4. Figure 22-7: http:He6rthquake. usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure . 22-7. pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17. pdf 6.. Figure 22-18: http://earthquake.usgs'.gpv/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18.pdf . a x v ss e.+ ' BUTTE COUNTY AUG 2 2.2016:' DEVELOPMENT • . SERVICES �t31«S�I�3 j GENERAL TRUSS COMPANY, INC. 6947 POWER INN ROAD SACRAMENTO, CA 95828 TEL (916) 388-9300 FAX (916) 388-9333 TRUSS ENGINEERING SUBMITTAL CUSTOMER: DH CONSTRUCTION r PROJECT: KELLY RESIDENCE • ADDRESS: 6520 SHAW CIRCLE MAGALIA, CA 95954 SEAL DATE: AUGUST 18, 2016 PERMIT # �V� ` 3i BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DESIGNER: MIKE WILLERT DATE WARNING: BUILDING DESIGNER AND FRAMER MUST CONSIDER COMPRESSION AND SETTLEMENT OF FRAMING MEMBERS AT ALL GIRDER AND HEAVY LOADED LOCATIONS TO HELP ELIMINATE COSMETIC DRYWALL PROBLEMS. NOTE: ALL LATERAL BRACING SPECIFIED IS FOR COMPRESSION WEB MEMBERS AND MUST BE INSTALLED. TOP CHORDS ARE ASSUMED TO BE LATERALLY RESTRAINED BY PLYWOOD OR SPACED SHEATHING. BOTTOM CHORDS TO BE LATERALLY REINFORCED BY MINIMUM 2x4 AT 10'-0" O.C. MAXIMUM UNLESS OTHERWTSE NOTED ON DRAWINGS NOTE: VERIFICATION OF LOADING, DEFLECTION CRITERIA, FRAMING METHODS, WIND BRACING OR OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED, IS THE RESPONSIBILITY OF THE PROJECT ARCHITECT OR ENGINEER. NOTE: RECOMMENDED ON ALL FLOOR TRUSSES — 2x6 STRONGBACKS AT 10'-0" O.C. MAXIMUM. NOTE: DUE TO VARIATIONS OF WEATHER, LUMBER DIMENSIONS AND MOISTURE CONTENT AT THE TIME OF FABRICATION, GENERAL TRUSS CANNOT BE RESPONSIBLE FOR ANY TRUSS DIMENSION VARIANCE OF'/<' OR LESS WARNING! DO NOT CUT OR ALTER TRUSSES WITHOUT PRIOR WRITTEN APPROVAL FROM GENERAL TRUSS 6C-WATrWIL7 . eWVIZL W1 MiTek' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Q160410 Fax 916/676-1909 DH CONST - KELLY RESIDENCE The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by General Truss. Pages or sheets covered by this seal: R48170033 thru R48170050 My license renewal date for the state of California is Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Q?,OF ESS/ON TEODOsR U w C 75435 c rn EXP. 03/31/2018 s'T CIVI\- �P August 18,2016 Eduard, Teodosescu IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE 2-1-0 4-9-6 6-8-0 Plate Offsets (X,Y}- [2:0-0-12,1-1-8], (2:0-2-9,0-1-8], (3:0-3-0, Edge], (4:0-1-12,0-1-8], [6:0-4-0,0-2-0], [7:0-1-12,0-1-8], [8:0-3-0,0-1-12].[17:0-2-8,0-2-8] . (43:0-1-11,0-0-12], [45:0-1-11,0-0-121 - R48170033 0160410 A01 GABLE 1 1 (loc) I/deo Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.02 Job Reference o tional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:28 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-RYaxVWVLOtEvNbl5KZkxsalegExaQhV7niUlEBymuF5 1 2-1-16-8-0 11.10.8 13.11-8 18-9-0 I 25.5-0 2-1-0 6-8.0 5-2-8 2-1-0 4-9-8 6-8-0 Scale = 1:50.4 5x8 = 2x4 I I 6 2x4 11 3x8 11 22 211.80 12 16 15 14 13 12 11 10 9 M. 'T4 t 6-8-0 11-1 :8 13-11-6 18.9-0 25.5-0 6-8-0 5-2-8 2-1-0 4-9-6 6-8-0 Plate Offsets (X,Y}- [2:0-0-12,1-1-8], (2:0-2-9,0-1-8], (3:0-3-0, Edge], (4:0-1-12,0-1-8], [6:0-4-0,0-2-0], [7:0-1-12,0-1-8], [8:0-3-0,0-1-12].[17:0-2-8,0-2-8] . (43:0-1-11,0-0-12], [45:0-1-11,0-0-121 LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.02 2-22 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.02 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 9 n/a n/a BCDL 6.0 Code IRC2012rrP12007 (Matrix) Wind(LL) 0.00 2-22 >999 240 Weight: 223 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 OF No.2 G 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-3: 2x4 DF No. 1&Btr G end verticals. BOT CHORD 2x4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 5-16: 2x4 DF Std G 10-0-0 oc bracing: 9-10. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G WEDGE Left: 2x4 DF Std -G REACTIONS. All bearings 25-5-0. (lb) - Max Harz 2=82(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 16, 14, 15, 12, 22, 21 except 2=-150(LC 42), 9=-344(LC 45), 20=-265(LC 42), 11=-175(LC 45) Max Grav All reactions 250 Ib or less at joint(s) 15, 10, 13, 22, 21, 19, 18 except 2=475(LC 29), 16=426(LC 17), 9=479(LC 32), 9=294(LC 1), 20=559(LC 31), 14=346(LC 18), 11=541(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/436, 34=-3901353, 449=-422/401, 6-7=-323/302, 8-50=-543'453, 8-9=-444/298 1�;.�' htl}�► {")d.i;') �F;4[, I i{i�. Ik16,r BOT CHORD 2-22=-411/434, 17-18=-243/287, 16-17=-413/68, 5-17=-362/47,10-11=-312/337 WEBS 4 -20= -535/278,4 -17=-342/349,7-14=-313/281,7-11=-525/271,8-11=-381/400 NOTES - 1) Unbalanced roof live loads have been considered for this design. Q1p,0FESS/ON 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psF h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 �Q' p 1 E 000 Fiy 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrP[ 1. C0 J (P 2 4) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate CQ C 75435 C m DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 LU M 5) Unbalanced snow loads have been considered for this design. EXP. 03/31/2018 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 limes flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. r 7) All plates are 1.5x4 MT20 unless otherwise indicated. 1� 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OF CALF 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Ai Int tct 1 R gf11 A dddlfll8W% '@ rfgduction of 20% has been applied for the green lumber members. —'-- " AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component. not �• a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membea only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Citrus Helghis, CA 95610 GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:29 2016 Page 2 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-vl8KjsWzBBMm kKHuGFAPnapaeHp98187MEbmdymuF4 NOTES - 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 16, 14, 15, 12, 22, 21 except Gt=1b) 2=150, 9=344, 20=265, 11=175. 13) This truss has been designed for a total drag load of 1300 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 25-5-0 for 51.1 plf. 14) This truss is designed fora creep factor of 2.01, which is used to calculate the total load deflection. r t r e. 1 1 i . 1 r ' r AWARNING - Vent, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mil ekG connectors. This design is based only upon parameters shown, and is for an individual building component, not �• - a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. � Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. - Suite 109 Citrus Het hts CA 95610 Job Truss Truss Type Oty Ply DH CONST -KELLY RESIDENCE . X " R48170033 0160410 A01 - GABLE 1 1 Job Reference (optional) GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:29 2016 Page 2 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-vl8KjsWzBBMm kKHuGFAPnapaeHp98187MEbmdymuF4 NOTES - 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 16, 14, 15, 12, 22, 21 except Gt=1b) 2=150, 9=344, 20=265, 11=175. 13) This truss has been designed for a total drag load of 1300 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 25-5-0 for 51.1 plf. 14) This truss is designed fora creep factor of 2.01, which is used to calculate the total load deflection. r t r e. 1 1 i . 1 r ' r AWARNING - Vent, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mil ekG connectors. This design is based only upon parameters shown, and is for an individual building component, not �• - a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. � Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. - Suite 109 Citrus Het hts CA 95610 Job Truss Truss Type Oty Ply DH CONST -KELLY RESIDENCE . X " R48170033 0160410 A01 - GABLE 1 1 Job Reference (optional) Job Truss Truss Type City Piy DH CONST - KELLY RESIDENCE LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP 848170034 0160410 A02 ROOF SPECIAL 4 1 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.29 12-13 >999 240 Suite 109 BCLL 0.0 ' Rep Stress Incr NO Job Reference o tional GENERAL TRUSS COMPANY, -SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:30 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-NxiiwCXbyVUdcuvUSzmPx?6xm2WzuS6IE0z813ymuF3 -2-1-06-2-14 11-10.8 13-11.8 19-6.7 25-5-0 2-1-o 6-2-14 17.10 2.1-0 5-7-0 5-10-9 Scale = 1:50.7 7x8 = 15 1.80 12 2x4 II 48 = 3x6 = 2x8 II 6-2-14 123-11.8 19.6-7 15 1 1 F 64 7 -1-0-2-1 } 5-7-0 52-51-5-0.9 Plate Offsets (X•Y)-- f2:0-0-10.Ednel f3:0-1-12.0-1-81.[6:0-1-12 0-1-81 [7:0-3-0.0-1-81, f9:0-2-8.0-1-81 [10:0-2-12.0-1-121.[12:0-4-8 0-2-81 �• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.13 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.29 12-13 >999 240 Suite 109 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.15 8 n/a n/a BCDL 6.0 Code IRC2012fTP12007 (Matrix) Wind(LL) 0.0412-13 >999 240 Weight: 140 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, except BOT CHORD 2x4 DF No. t&Btr G `Except' end verticals. 4-11: 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing: 11-12. REACTIONS. (Ib/size) 2=1301/0-5-8,8=1106/Mechanical Max Harz 2=84(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2656/0, 3-14=-1910/0, 4-14=-1784/0, 4-5=-1758/7, 5-15=-1208/15, 6-15=-1219/0, ,. 6-7=-1444/0, 7-8=-1060/0��,,� BOT CHORD 2-13=0/2280, 12-13=0/2279, 4-12=-345/52, 9-10=0/1205p, WEBS 3-12=-668/44, 10-12=0/1251, 5-12=0/1686, 5-10=-623/0, 6-10=-357/43, 7-9=0/1055 S U I LD 9 C �j � i ' 2 �i NOTES- DR� p ��y 1) Unbalanced roof live loads have been considered for this design. L� If �f 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; _� MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 91,QFESS/�� 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to for truss to truss connections. �lz� `EO q� �O F� girder(s) 10) Bearing at joint(s) 2 considers to value using ANSI/TPI 1 angle to formula. Building designer �� Q h S� parallel grain grain should verify capacity Q� G) of bearing surface. J rJ1 Z 11) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. o C 754 35 �rn rn 0 EXP. 03/31/2018 OF August 18,2016 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJPII Quality Criteria, DSO -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexondno. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE 5-0-10 4-5-7 4-5-7 846170035 I 0160410 A03 Roof Special 3 1 LOADING (psf) SPACING- 2-0-0 CSI. Job Reference o tions/ GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MITek Industries, Inc. Wed Aug 17 14:29:31 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-r7G48YYDjocU E2UgOhHeUCBKRpndz7RTgjhrVymuF2 -2-1-0 I 5-0-10 9.6-1 13-11.8 19-6-7 1 25-5-0 2.1.0 5-0-10 4-5-7 4-5-7 5-7-0 5.10-9 Scale = 1:52.7 6x8 M18SHS 15 1.80 F12 2x5 II 400 = 2x8 II 5-0-10 9-6-1 13-11$ I 19.6-7 25-5.0 5-0-10 4-5-7 4-5-7 5-7-0 5-10.9 Plate Offsets (X.Y)-- [2:0-0-10.Edgel [3:0-1-12.0-1-81,f4:0-1-12.0-1-81.(5:0-5-8.0-2-81 [6:0-1-12.0-1-81 [7:0-3-12.0-2-01, [11:0-4-0.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.24 11-12 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(TL) 0.13 8 n/a n/a BCDL 6.0 Code IRC2012ffP12007 (Matrix) Wind(LL) 0.03 12 >999 240 Weight: 138 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x4 DF No.1&Btr G'Except' except end verticals. 5-10: 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G *Except* 7-8: 2x6 DF No.2 G REACTIONS. (Ib/size) 2=1297/0-5-8,8=1102/Mechanical Max Horz 2=85(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2651/0,3-4=-2185/0,4-14=-1599/0, 5-14=-1585/0, 5-15=-1646/0, 6-15=-1657/0, 6-7=-1422/0.7-8=-1058/0 BOT CHORD 2-13=0/2277,12-13=0/2282,11-12=0/1909,5-11=0/984 i I) W it WEBS 3-12=-377/33, 4-12=0/265, 4-11=-674/36, 9-11=0/1225, 6-11=0/333, 6-9=-627/10, j 7-9=0/1030 LB U I LD IN NOTES- // UU I��J-1 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (fiat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category 11; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times Oat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. Q1�QF ESS/QN 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O EODO 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. J 111 y 10) Refer to girder(s) for truss to truss connections.w O C 75435 n M 11) Bearing at joint(s) 2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity � W C rn of bearing surface. EXP. 03/31/2018 12) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. OF � August 18,2016 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permonent bracing WOW always required for slobdity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPn Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suits 109 Citrus Hei nts CA 95610 Job Truss Truss Type Qty Ply OH CONST - KELLY RESIDENCE LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G 840170036 0160410 A04 ROOF SPECIAL 1 1 5-10: 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G *Except* Suite 109 Job Reference (optional RUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:32 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-JKgSLuYsU6kLrC3sZOpt1 QCM4rC2MPVbhKSFNyymuFl -2-1-0 5-0-10 9.6.1 13-11.8 19-9-8 25.11-0 2-1-0 5.0.10 4-57 4-5-7 510-0 6.1-8 Scale = 1:56.0 6x8 M18SHS 3x4 i 14 1.80 12 2x5 II 400 = 2x8 II SO -10 } 9-8-1 13-11,8 19:9-8 25-11-0 LOADING (psf) TCLL 18.0 TCDL 10.0 BCLL 0.0 ' BCDL 6.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2012rrP12007 CSI. TC 0.69 BC 0.71 WB 0.67 (Matrix) DEFL. in (loc) I/deft Vert(LL) -0.12 12 >999 Vert(TL) -0.26 11-12 >999 Horz(TL) 0.14 8 n/a Wind(LL) 0.0612-13 >999 Lid 360 240 n/a 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 146 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G'Except' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the end verticals. 5-10: 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G *Except* Suite 109 7-8: 2x6 DF No.2 G Citrus Hei hts CA 95610 REACTIONS. (Ib/size) 2=1319/0-5-8,8=1125/0-5-8 Max Harz 2=80(LC 36) Max Upliff2=-318(LC 42), 8=-515(LC 45) Max Grav 2=1354(LC 29), 8=1355(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3011/890, 3-4=-2399/553, 4-5=-1717/194, 5-14=-1852/479, 6-14=-1890/498,) 6-7=-1953/820, 7-8=-1306/530' BOT CHORD 2-13=-832/2644,12-13=-475/2356,11-12=-176/2020, 5-11=-06/1068, 9-10=-411/439, 8-9=-400/516 \�I WEBS 3-12=-318/102,4-12=-3/251,4-11=-706/49, 9-11=-19/1320, 6-11=-171/385, 6-9=-593/140,7-9=-691/1446 l NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct : 1 4) Unbalanced snow loads have been considered for this design. Q�QF ESS/O� 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs r EO q� non -concurrent with other live loads. �� Q DO F� 6) All plates are MT20 plates unless otherwise indicated. COQ� S� (�1 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J t11 Z 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willw w C 75435 C m fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. EXP. 03/31/2018 10) Bearing at joint(s) 2 considers parallel to grain value using ANSlfTPI 1 angle to grair, formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=318, 8=515. 12) This truss has been designed for a total drag load of 1900 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag `-6-'OF CM -W loads along bottom chord from 0-0-0 to 25-11-0 for 73.3 plf. 13) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. August 18,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJTPII Quality Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE �• TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD 2x4 OF No.18Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12: 2x4 DF Std G 6-0-0 oc bracing: 10-11.8-10. 848170037 0160410 A05 Roof Special 2 1 Max Grav 2=1309(LC 17), 10=1513(LC 1) fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and SCSI Building Component FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7777 Greenback Lane TOP CHORD 2-3=-2693/0, 3-16=-2279/0, 4-16=-2128/0, 4-5=-1625/0, 5-17=-164010, 6-17=-1655/0, Job Reference o liana! GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:33 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-nWOgZEZUFOsCTMd276K6ZdkxgFYJ5qUkw_CovOymuFO - - --a +_5.010 } s -s-1 13- { 19-9-14 25.8-4 �27_1.1.00_3.Q-Q_-Q� 2-1-0 5A-10 4-5-7 4-5-7 5-10-6 5-10-6 2.2.12 2-1-0 6x8 M18SHS 3x4 i 3.4 i 5 17 1.80 12 2x5 II 5x14 = 2x4 II t-0 Scale = 1:60.9 LOADING (psf) TCLL 18.0 TCDL 10.0 BCLL 0.0 ' BCDL 6.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2012(TP12007 CSI. TC 0.69 • BC 0.70 WB 0.82 (Matrix) DEFL. in (loc) I/deft Ud Vert(LL) -0.11 14-15 >999 360 Vert(TL) -0.25 13-14 >999 240 Horz(TL) 0.13 10 n/a We Wind(LL) 0.04 14 >999 240 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 154 Ib FT = 20% LUMBER- BRACING - �• TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins. BOT CHORD 2x4 OF No.18Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12: 2x4 DF Std G 6-0-0 oc bracing: 10-11.8-10. WEBS 2x4 OF Std G REACTIONS. (Ib/size) 2=1290/0-5-8, 10=1513/0-5-8 Max Horz 2=-61(LC 10) Max Grav 2=1309(LC 17), 10=1513(LC 1) fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and SCSI Building Component FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7777 Greenback Lane TOP CHORD 2-3=-2693/0, 3-16=-2279/0, 4-16=-2128/0, 4-5=-1625/0, 5-17=-164010, 6-17=-1655/0, 6-7=-1390/0, 7-8=-60/853 '`gi�n r={{ BOT CHORD 2-15=0/2316.14-15=0/2321,13-14=0/1996,5-13=0/988. 10-11=-765/69.8-10=-765169 U U TL G WEBS 3-14=-312/38, 4-14=0/251, 4-13=-767/38, 11-13=0/1177, 6-13=0/375, 6-11=-649/0,I DP 1 i 7-11=0/1606, 7-10=-1470/17 LL. tl \f NOTES- 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. ll; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (Flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. ?,()FESS/ON 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 EO q� 00 F� a of on chord all areas where a rectangle wide will fit between the bottom chord and members. �Q Q lr� any other Q� G) 9) A plate rating reduction of 20% has been applied for the green lumber members. J (11 Z C 75435 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityLU w c m of bearing surface. rn 11) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. EXP. 03/31/2018 OF August 18,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verily the applicability of design parometere and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply DH CONST - KELLY RESIDENCE Plate Offsets (X,Y)-- f2:0-2-9.0-1-81.[3:0-1-12.0-1-81 [4:0-1-12,0-1-81, f8:0-1-12.0-1-81 [9:0-2-9.0-1-81, [13:0-1-12 0-1-121.[15:0-4-4 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 848170038 0160410 A06 Roof Special 2 1 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.16 16-17 Job Reference (optional) TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:34 2016 Page 1 I D:CbFzLdGhECC6ZxgOyrgHnrypHL7-FlyDmaa6?j_35W CFhprL6rHhZfxggJBt9exLRgymuF? -2- 1 13-11-8 17-11-14 F -4 f27 -it -0 1 0.0.0 4.5-7 4-6-1-0 5.0.10 4 38 2-2.12 Scale = 1:56.4 6x8 M18SHS = 1.80 12 1.5x4 II 4x8 = 3x6 = 1.5x4 II 5-0-10 94671 143--51-17- 8 174-0.6 4 - 235•.S8d4 7.12.10 r 5-0-10 + 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. 11; Exp B; enclosed; 4-6 0-9 ¢ r22 Plate Offsets (X,Y)-- f2:0-2-9.0-1-81.[3:0-1-12.0-1-81 [4:0-1-12,0-1-81, f8:0-1-12.0-1-81 [9:0-2-9.0-1-81, [13:0-1-12 0-1-121.[15:0-4-4 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.08 16-17 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.16 16-17 >999 240 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.66 Horz(TL) 0.08 12 n/a n/a of bearing surface. BCDL 6.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.0216-17 >999 240 Weight: 152 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD 2x4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-14:2x4 DF Std G WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=1037/0-5-8,12=1756/0-5-8, 11=10/0-5-8 Max Harz 2=-62(LC 10) Max Uplift 11=-313(LC 17) Max Grav 2=1079(LC 17), 12=1756(LC 1), 11=342(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2023/0, 3-18=-1537/0, 4-18=-1393/0, 4-5=-863/8, 5-6=-799/14, 6-19=-273/46, 7-19=-411/34, 7-8=01989, 8-9=-37/923 V LD �j �! BOT CHORD 2-17=0/1718,16-17=0/1722,15-16=0/1329,5-15=0/319,12-13=-82212, 11-12=-835/49, ° 9-11=-835/49 WEBS 3-16=-420/32, 4-16=0/267, 4-15=-749/36, 13-15=0/333, 6-15=0/636, 6-13=-846/0, �� r 7-13=0/1296,7-12=-1614/0. 8-11=-371/310, 8-12=-520/459 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs ESS/ONS non -concurrent with other live loads. 6) F�P?,OF T EODO All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 bottom live load live loads. �Q- O tS� psf chord nonconcurrent with any other Q� G) 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will J (� 2 o C 75435 n M fit between the bottom chord and any other members.w W C 9) A plate rating reduction of 20% has been applied for the green lumber members. � rn 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity EXP. 03/31/2018 of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 11=313. 12) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. FOF M -W August 18,2016 AWARNING - Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �• o truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, vA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Oty PlyDH CONST- KELLY RESIDENCE " (loc) Well Ud PLATES GRIP TCLL 18.0 848170039 0160410 A07 COMMON 1 1 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference o liana/ GENERAL I KU55 COMPANY, 5ACRAMENT0, CA 95828 7.600 S Apr 19 2016 MTek Industries, Inc. Wed Aug 17 14:29:35 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-kvVbzwbkm16wifnRFXMae2gri3lnZkh 1 OHhv_HymuF_ 2-11-0 + 7-3.1 I 13.11-8 20-7-15 27-11-0 f 3 2--0 7-3-1 6-8-7 6.8.7 7.3.1 2.1.0 Scale = 1:52.7 5x8 = 1.5x4 II 5x8 = 1.5x4 II I-3-. 13-11.8 20-7-15 27-11.0 (a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.09 9 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.21 8-9 >999 240 �� O cS� � BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 6 n/a n/a BCDL 6.0 Code IRC2012/TP12007 (Matrix) Wind(LL) 0.04 10 >999 240 Weight: 127 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=1400/0-5-8, 6=1400/0-5-8 Max Harz 2=-62(LC 39) Max Uplift2=-360(LC 42), 6=-360(LC 45) Max Grav 2=1457(LC 29), 6=1457(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2405/742, 3-11=-1536/369,4-11=-1355/160,4-12=-1355/159, 5-12=-1536/369, BUTTE 5-05/742 r BOT CHORD 2 -11 0=-68=-681/2047.9-10=-304/1792.8-9=-247/1783,6-8=-62412017 WEBS 4-9=0/702, 5-9=-761/55, 3-9=-761155 r _. �I�j��j'V" NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Welk' 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA22314. 4) Unbalanced snow loads have been considered for this design. Suite 109 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q?,OF ESS/pN fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the lumber members. 1 E000 F� green 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=360, �� O cS� � 6=360. 10) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.331 Plate grip DOL=(1.33) Connect truss to resist drag QQ' J Z w Q C 75435 c m loads along bottom chord from 0.0-0 to 27-11-0 for 53.7 plf. ;10 11) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. EXP. 03/31/2018 OF August 18,2016 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MITeVID connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameter and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, see ANSIJTPII Quality Crltedo, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE Plate Grip DOL 1.00 - TC 0.69 Vert(LL) -0.19 13-14 >999 360 MT20 220/195 TCDL 10.0 R4B770040 0160410 - A08 COMMON 3 1 WB 0.38 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IRC2012lrP12007 (Matrix) Job Reference o tional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:36 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-C53zBGcMXLEnKpMdoEIpBFM 17SVtl HzAcxQSVjymuEz 1 -2-1-0 I 5-8.3 1 10-9-12 1 13-11-8 1 17.1-0 22-2-13 27-11-0 1 30 2-1-0 5.8.3 5-1-9 3-1-12 3-1-12 5.1.9 5-8-3 2-1-0 Scale = 1:59.8 3x6 = 2x4 11 4x10 = 4x6 = 4x8 = 4x6 = 400 = 2x4 11 I 5-8-3 10.9.12 17 1-0 22-2-13 + 27.11-0 1J�b LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 - TC 0.69 Vert(LL) -0.19 13-14 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.31 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code IRC2012lrP12007 (Matrix) Wind(LL) 0.0413-14 >999 240 Weight: 163 Ib FT = 20% LUMBER- Citrus Heights. CA 95610 BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD 2x6 DF No.2 G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-13: 2x4 OF No.1&Btr G WEBS 1 Row at midpt 4-6 WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=1570/0-5-8,8=1570/0-5-8 Max Horz 2=62(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2551/0, 3-15=-2041/0, 4-15=-1937/0, 4-5=-319/16, 5-6=-319/16, 6-16=-1937/0, 7-16=-2041/0, 7-8=-2551/0 BOT CHORD 2-14=0/2187,13-14=0/2187,13-17=0/1735,12-17=0/1 740, 12-18=0/1740,11-18=0/1 735, 10-11=0/2187, 8-10=0/2187 WEBS 3-13=-662/67, 4-13=0/549.4-6=-1537/0,6-11=0/549,7-11=-662/69 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plat DOL=1.00); Category 11; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) 120.01b AC unit load placed on the bottom chord, 13-11-8 from left end, supported at two points, 4-0-0 apart. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. Q?,pFESS/ON ��`���� 1E0,D0 � UU C 75435 c Of rn *� EXP. 03/31/2018 l* OF August 18,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ., building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property dcmoge. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 21314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply DH CONST. KELLY RESIDENCE 5.1-9 5-8-3 Plate Offsets (X.Y)-- [1:0-2-9.0-1-81.[2:0-1-12 0-1-81 [4:0-3-0 Edoel [6:0-1-12.0-1-81 17:0-2-9.0-1-81. 110:0-1-8 0-1-121.[12:0-1-8 0-1-121 LOADING (psf) 846170041 0160410 A09 COMMON 1 1 TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 12-13 >999 360 Job Reference (optional) GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:38 2016 Page 1 I D:C bFzLdG h EC C6ZxgOyr9 HnrypH L7 -8U Bjcxdc3y W Z7 W OwfwH GgS N V GB 2mBpT4 FvZZbymu Ex SB -3 I 10-9-12 13-11.8 17.14 21-2_;l 51--3 I 27.11-0 30-0-0 5-8-3 5-1-9 3.1-12 3-1-125-8.3 2-1-0 Scale = 1:58.0 3x6 = 2x4 II 400 = 4x6 = 4x8 = 4x6 = 400 = 20 II _..._ I 5.8-3 10-9-12 17-1-0 I 22-2-13 27-11-0 58.3 5-1-9 6-3-8 - 5.1-9 5-8-3 Plate Offsets (X.Y)-- [1:0-2-9.0-1-81.[2:0-1-12 0-1-81 [4:0-3-0 Edoel [6:0-1-12.0-1-81 17:0-2-9.0-1-81. 110:0-1-8 0-1-121.[12:0-1-8 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(TL) -0.32 12-13 >999 240 7=291. BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.07 7 n/a n/a o. BCDL 10.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.0512-13 >999 240 Weight: 160 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD 2x6 DF No.2 G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-12: 2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-5 WEBS 2x4 DF Std G REACTIONS. (Ib/size) 1=1384/0-5-8.7=1577/0-5-8 Max Harz 1=-66(LC 15) Max Uplift I =-283(LC 42), 7=-291 (LC 45) Max Grav 1=1564(LC 29), 7=1721(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shcwn. TOP CHORD 1-2=-30651614,2-14=-2367/311, 3-14=-21461129, 3-4=-4071190,4-5=-403/190. 5-15=-2104/96, 6-15=-2365/314, 6-7=-2993/607 BOT CHORD 1-13=-573/2661, 12-13=-280/2443, 12-16=0/1838, 11-16=0/1758, 11-17=0/1757, 10-17=0/1836, 9-10=-217/2375, 7-9=-510/2594i11 _ - WEBS 2-12=-731/97,3-12=0/547.3-5=-1552/0,5-10=0/558,6-10=-640/92 -tJ ������- lk!/ �(_ 1 -i NOTES. 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual building component. not®�• 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4) Unbalanced snow loads have been considered for this design. MiTek' 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the non -concurrent with other live loads. ESS/pN 6) 120.Olb AC unit load placed on the bottom chord, 13-11-8 from left end, supported at two points, 4-0-0 apart. 7) This truss has Q(kQF T E 0 0 been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� p 0 t<,L 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Suite 109 fit between the bottom chord and any other members, with BCDL = IO.Opsf. 9) A 20% J (J1 y o C 75435 n T^ plate rating reduction of has been applied for the green lumber members.w C rn 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 1=283, IXW 7=291. EXP. 03/31/2018 11) This truss has been designed for a total drag load of 1500 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-11-0 for 53.7 plf. 12) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. o. FOF r.AO August 18,2016 A wARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111.7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual building component. not®�• a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job TNss Truss Type Qty Ply DH CONST - KELLY RESIDENCE ' LOADING (psf) SPACING- 2-0-0 I I R48170042 0160410 A10 COMMON 7 1 TCDL 10.0 ' BC 0.99 Vert(TL) -0.32 12-13 >999 240 BCLL 0.0 ' Job Reference o tional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:39 2016 Page 1 I D:CbFzLdGhECC6ZxgOyr9HnrypHL7-cgl6pHeFgGdMBH5CUMR Wpu_YFgXHVd3dlvf662ymuEw 5-8-3 10-9-12 13-11-8 17-1-0 22.2.13 27-11.0 30-0-0 5-8-3 5.1.9 3.1.12 3.1.12 5-1.9 5-8-3 2-1-0 Scale = 1:58.0 3x6 = gl 2x4 II 4x10 = 4x6- Gx8 - 4x6 = 4x10 = 2x4 11 5.8-3 10-9-12 17 4 22-2.13 27-11-0 5-8-3 5-1-9 6-3-8 5.1-9 5-8.3 _Plate Offsets (X.Y)-- [1:0-2-9.0-1-81.[2:0-1-12.0-1-81.14:0-3-O.Edgel [6:0 -1 -12.0-1-81.[7:0-2-9.0-1-81.[10:0-1-8.0-1-121.[12:0-1-8.0-1-121 �• a truss system. Before use, the building designer must verity, the applicability of design parameters and propedy incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.19 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.99 Vert(TL) -0.32 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IRC2012/TP12007 (Matrix) Wind(LL) 0.0412-13 >999 240 Weight: 160 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x6 DF No.2 G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-12: 2x4 DF No. 1&Btr G WEBS 1 Row at midpt 3-5 WEBS 2x4 OF Std G REACTIONS. (Ib/size) 1=1384/Mechanical, 7=1577/0-5-8 Max Harz 1=-66(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. '1 TOP CHORD 1-2=-2635/0.2-14=-2062/0,3-14=-1958/0,34=-320/16,4-5=-315/i6, 5-15=-1937/0,> 6-15=-2060/0, 6-7=-2545/0 BOT CHORD 1-13=0/2265, 12-13=0/2265, 12-16=0/1753, 11-16=0/1758, 11-17=0/1757, 10-17=0/1753, �� 9-10=0/2180, 7-9=0/2180 WEBS 2-12=-731/73, 3-12=0/545, 3-5=-1552/0, 5-10=0/555, 6-10=-640/69 '7 5 � NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. Il; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Ff=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) 120.Olb AC unit load placed on the bottom chord, 13-11-8 from left end, supported at ?No points, 4-0-0 apart. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q?,CFESS/C� 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will C E�QO 9�F2 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A rating reduction 20% has been for the lumber O SLk plate of applied green members. COQ� l(11 10) Refer to girder(s) for truss to truss connections. J 2 C 75435 rn 11) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection.o LU c ,t ESA 13 8 7t '''�C~IVIS FCAI\F�� August 18,2016 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verity, the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI/TPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hell hts CA 956110 Job Truss Truss Type aty Ply CONST - KELLY RESIDENCE PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 �DH R48170043 0160410 A11 GABLE 1 1 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.02 7 n/r 90 Job Reference o tional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:41 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-Y2tsEzfVMtt3RaFbbnT uJ4wtTNczYavmD8DAwymuEu 7-3-8 1 13-11-8 1 20.7-8 27-11.0 30.0-0 7-3-8 6.8-0 6-8-0 7-3-8 2.1-0 Scale = 1:51.3 5x6 I I tg LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.01 7 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL) -0.02 7 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WS 0.36 Horz(TL) 0.00 6 n/a n/a BCDL 6.0 Code IRC2012/TPI2007 (Matrix) Weight: 214 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 DF No.2 G *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. 5-7:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: BOT CHORD 2x4 DF No.1&Bir G 10-0-0 oc bracing: 17-18,12-13. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G WEDGE Right: 2x4 DF Std -G REACTIONS. All bearings 27-11-0. (lb)- Max Harz 1=-64(LC 45) Max Uplift All uplift 100 Ib or less at joints) 15, 21, 9, 8 except 1=-159(LC 44), 11=-185(LC 45), 19=-195(LC 42), 6=-175(LC 45) Max Grav All reactions 250 Ib or less at joint(s) 16, 17, 18, 20, 21, 22, 14, 13, 12, 10, 9, 8 except 1=320(LC 31), 15=543(LC 1), 11=595(LC 32), 19=634(LC 17), 6=505(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/364, 2-45=-360/281, 4-46=-347/265, 4-5=-261/247, 5-6=-459/338 BOT CHORD 1-22=-301/357, 21-22=-200/259, 6-8=-281/332 WEBS 3-15=-440/0, 4-11=-581/194,2-19=-623/205 BUT TE GULjl`rl 1 BUILDING DIVISION NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 cc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will' fit between the bottom chord and any other members. 12) A plate rating reduction of 20% has been applied for the green lumber members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 15, 21, 9, 8 except Q�OF ESS/ON 1E0pOZ9 4- LU LU C 75435 c m cc ;0 EXP. 03/31/2018 l OF Al nnct 1R 901 COnt(M drt Mell=185, 19=195, 6=175. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is alwdys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPIt Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Nei his. CA 95610 GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 5 Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:42 2016 Page 2 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-OFRERJg77B?w2kpn9V_DRWc5dQri?q3?ttniNymuEt NOTES - 14) This truss has been designed for a total drag load of 900 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-11-0 for 32.2 plf. 15) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. { t• rJob-TSSTruss AWARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MRelc®connectors. This design is based only upon parameters shown, and is for on individual building component, not �®�• , o truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �+�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the M iTek' fabrication, storoge, delivery. erection and bracing of busses and truss systems, see pNSI/TPII qualify Criteria, DSB•89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. vq 22314. Suite 109 Citrus Heights, Typef]lyPlyDH CONSTKELLY RESIDENCE 60410 A11 GABLE 1 1 Job Reference o do al CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE LUMBER- BRACING - COGable TOP CHORD 2x4 DF No.1&Btr G 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5,5-7: 2x6 DF No.2 G BOT CHORD 848170044 0160410 B7 GABLE 1 1 WEDGE Left: 2x4 DF Std -G, Right: 2x4 OF Std -G �Q REACTIONS. All bearings 20-5-0. Job Reference (optional) .RAL TRUSS COMPANY, SACRAMENTO, CA 95628 7.640 5 Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:45 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-Rg6N4Kj?Q6NVvCYMgdYw29Ect5llvP Vhr6RJiymuEq -2.1-0 5-0-0 10-2-8 15-1-0 20-5-0 22-6-0 2-1-0 5-4-0 4-10-8 4-10.8 5-0.0 2-1-0 Scale = 1:40.4 5x6 = 2x4 II 5 — If 3x8 II 3x8 = 3x6 = LOADING (psf) TCLL 18.0 TCDL 10.0 BCLL 0.0 ' BCDL 6.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.15 Rep Stress Incr NO Code IRC20121TP12007 CSI. TC 0.55 BC 0.31 WB 0.14 (Matrix) DEFL. in Vert(LL) -0.02 Vert(TL) -0.03 Horz(TL) 0.00 (loc) I/defl Ud 9 n/r 120 9 TIM 90 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 145 Ib FT = 20% LUMBER- BRACING - COGable TOP CHORD 2x4 DF No.1&Btr G 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5,5-7: 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 DF No.t&Btr G ;0 WEBS 2x4 DF Std G EXP. 03/31/2018 OTHERS 2x4 DF Std G WEDGE Left: 2x4 DF Std -G, Right: 2x4 OF Std -G �Q REACTIONS. All bearings 20-5-0. 9 TFOF CAO\ (lb) - Max Horz 2=47(LC 41) Max Uplift All uplift 100 Ib or less at joint(s) 11, 20 except 2=-230(LC 42), At Ini ic+ 1 R 701 R 12=-241(LC 45), 19=-249(LC 42), 8=-240(LC 45), 10=-105(LC 16), 21=-105(LC 16) Max Grav All reactions 250 Ib or less at joint(s) 10, 11, 13, 15, 21, 20, 18, 17 except 2=509(LC 29), 16=399(LC 1), 12=536(LC 32), 19=536(LC 31), 8=509(LC C UC (''/l ` , }�'' 26) BUILDING DIVISION� FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-544/502, 3A=-396/412, 4-38=-389/362, 5-38=-321/326, 5-39=-316/315, re ,fi 6-39=-389/368,6-7=-381/389,7-8=-529/487 aV `V` BOT CHORD 2-21=-413/478, 20-21=-261/308, 16-17=-216/264, 15-16=-206/251, 10-11=-250/296, 8-10=-418/465 WEBS 5-16=-325/0,6-16=-268/287, 6-12=-521/252,4-16=-260/278,4-19=-521/260 �v g NOTES - 1) Unbalanced roof live loads have been considered for this design.Q�QFESS/�N 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; EDOO 9(�� MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry �t`O O COGable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. J rP z C 75435 4) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Platew w � fM DOL=1.00); Category ll; Exp B; Partially Exp.; Ct= 1 ;0 5) Unbalanced snow loads have been considered for this design. EXP. 03/31/2018 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 limes flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. �Q 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 9 TFOF CAO\ 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will At Ini ic+ 1 R 701 R ConAWWOO Pottom chord and any other members. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property dcmage. For general guidance regarding the fabrication, storage, delivery. erection and bracing or trusses and truss systems, see ANSI/fPll Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply DH CONST -KELLY RESIDENCE R4B770044 0160410 � B7 GABLE 1 1 Job Reference o lional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:45 2016 Page 2 I D:C b FzLd GhECC6ZxgOyr9H n ryp H L7-Rq6 N4Kj1O6 N V vCYMgdYw29 Ec15l lvP_Vhr6RJiymu Eq NOTES- 12) A plate rating reduction of 20% has been applied for the green lumber members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 11, 20 except (jt=1b) 2=230, 12=241, 19=249, 8=240, 10=105, 21=105. 14) This truss has been designed for a total drag load of 1300 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-5-0 for 63.7 plf. 15) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. t i a AWARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/0312015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE (loc) I/defl L/d TCLL 18.0 Plate Grip DOL R48170045 0160410 B2 Common 13 1 360 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) Job Reference (optional) GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.600 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:46 2016 Page , ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-vOglHgjeBPVMXM7YOK39bMnIXU4EermfvVr s8ymuEp -2-1-0 i 5-0-9 j 10-2.8 I 15-0-7 I 20.5-0 I 26-0 2-1-0 5-0-9 4.9.15 4-9-15 54.9 2.1-0 Scale = 1:40.4 vI 0 5x6 = LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 18.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0.06 2-9 >999 360 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.12 8-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.04 6 n/a n/a BCDL 6.0 Code IRC2012lrP12007 (Matrix) Wind(LL) 0.01 9 >999 240 LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD BOT CHORD 2x4 DF No.18Btr G BOT CHORD WEBS 2x4 OF Std G REACTIONS. (Ib/size) 2=1066/0-5-8.6=1066/0-5-8 Max Horz 2=-47(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1474/0, 3-10=-1265/0, 4-10=-1183/0, 4-11=-1183/0, 5-11=-1265/0, 5-6=-1474/0 BOT CHORD 2-9=0/1219, 8-9=0/848,6-8=0/1219 WEBS 4-8=0/463,5-8=-377/56,4-9=0/463,3-9=-377/56 PLATES GRIP MT20 220/195 Weight- 91 Ib FT = 20% Structural wood sheathing directly applied or 5-3-9 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category 11; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. BUTTE CUUNI l y UILDNG DINBSiUN 91,OFESS/pyV �cr`vP�Q 1 EOp�s�F�� LU LU C 75435 c m fY � *� EXP.03/31/2018 J* OF CALF I� August 18,2016 A WARNING - Verily design paremeten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not �• - a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hal his. CA 95610 Job Truss Truss Type Oty Ply DH CONST - KELLY RESIDENCE (loc) I/defl Ud TCLL 18.0 Plate Grip DOL R48170046 0160410 B3 COMMON STRUCTURAL GA 1 1 360 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(TL) Job Reference o liana/ GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:50 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-nnvG72m8Ee7oOzRKdA751CxVW6RLafVEg7pC7vymuEl 5A-9 10-2-8 15-0-7 20.5-0 5-0-9 4.9-15 4-9-15 5-4-9 Scale = 1:38.0 2x4 = 5x6 = 3x6 = 3x4 = 5x6 = 3x6 = 6-11-14 13-5-2 20-5-0 6-11-14 6-5-0 6.11-14 LOADING (psf) SPACING-2-0-0 CSI. DEFL, in (loc) I/defl Ud TCLL 18.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.05 5-6 >999 360 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.14 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) 0.04 5 n/a nla BCDL 6.0 Code IRC2012rrPI2007 (Matrix) Wind(LL) 0.03 1-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. (Ib/size) 1=888/0-5-8,5=888/0-5-8 Max Horz 1=40(LC 36) Max Uplift /=-592(LC 41), 5=-592(LC 44) Max Grav 1=1206(LC 28), 5=1206(LC 27) PLATES GRIP MT20 220/195 Weight: 134 Ib FT = 20% TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2281/1257, 2-35=-1604/608, 3-35=-1287/335,3-36=-1287/334,4-36=-1604/608, 4-5=-2281/1257 BOT CHORD 1-7=-1133/1912, 6-7=-328/1032, 5-6=-1097/1898 WEBS 3-6=-25/496, 4-6=-385/76, 3-7=-24/496, 2-7=-385/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS11TPI 1. 4) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category 11; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 1=592, 5=592. 12) This truss has been designed for a total drag load of 2400 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-5-0 for 117.6 plf. 13) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. Q?,pF ESS/pN ��`���� T EOpOs�F�c W LU C 75435 c m IX 2J EXP. 03/31/2018 August 18,2016 AWARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is otwoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TFII quality Criteria. OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2231'4. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type city Ply DH CONST - KELLY RESIDENCE 20-3-8 5-4-12 Plate Offsets (X.Y)-- [2:0-2-0.0-2-81 [2:0-6-12.Edgel. [3:0-5-4 0-1-121 [4:0-4-0 0-1-01. [5:0-2-4 0-1-81 848170047 0160410 B4 GABLE 1 3 Job Reference o tional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:29:59 2016 Page 1 I0:CbFzLdGhECC6ZxgOyr9HnrypHL7-1 Wyf07tn7P8WbLd2fZoCd6p3KkOcBbLZvOVApuymuEc 2.1-0 5-6-4 -8 I 14-10.12 20-3-8 5-0 8X-1-0 42 4 4.8.4 54-12 Scale = 1:42.2 TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. 3x4 i 08 = 3x4 = 10 9 rxlz — zxa II LUS26 LUS26 LUS26 LUS26 LUMBER- BRACING - TOP CHORD 2x4 OF No. 1BBtr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 OF Std G REACTIONS. All bearings 5-8-0 except (jt=length) 6=0-3-9. (lb) - Max Harz 2=51 (LC 46) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-563(LC 32), 10=-801 (LC 18) Max Grav All reactions 250 Ib or less at joint(s) except 6=4463(LC 18), 2=545(LC 55), 9=6034(LC 1), 9=6034(LC 1) FORCES. (Ib)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-898/1784,3-20=-3090/0,4-20=-3058/0,4-21=-3085/83, 5-21=-3100/139, 5-6=-6589/144 BOT CHORD 2-10=-1643/831, 9-10=-1289/358,9-22=-1154/0,22-23=-1065/0, 8-23=-1065/33, l"� CCOUK ff` 8-24=0/5817, 24-25=0/5817, 7-25=0/5817, 7-26=0/5817, 26-27=0/5617, 27-28=0/5817, 6-28=-108/5817 BUILDING DIVISION WEBS 4-8=0/2255, 5-8=-3565/0, 5-7=0/3040, 3-8=0/4282, 3-9=-4291/0' NOTES- �. 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-7 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 9) All plates are 1.5x4 MT20 unless otherwise indicated. 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q?,pF ESS/pN ��� IEODO s�IF� LU LU C 75435 c:rn EXP. 03/31/2018 b* *, OF Aunuct 1R 7MR ContfiA&kV&Paaf4@ {rottom chord and any other members. r 5-6-0 5.64 5-810 0-1-12 10-2-8 4-6.8 14-10-12 4-8.4 20-3-8 5-4-12 Plate Offsets (X.Y)-- [2:0-2-0.0-2-81 [2:0-6-12.Edgel. [3:0-5-4 0-1-121 [4:0-4-0 0-1-01. [5:0-2-4 0-1-81 17:0-4-4,0-1-01. f8:0-4-12 0-4-81 [12:0-1-15 0-0-121 [15:0-1-15.0-0-121 LOADING (psf) SPACING- 2-0-0 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 Citrus Heights. CA 95610 TC 0.30 Vert(LL) -0.06 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.13 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.02 6 n/a n/a BCDL 6.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.01 7 >999 240 Weight: 401 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No. 1BBtr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 OF Std G REACTIONS. All bearings 5-8-0 except (jt=length) 6=0-3-9. (lb) - Max Harz 2=51 (LC 46) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-563(LC 32), 10=-801 (LC 18) Max Grav All reactions 250 Ib or less at joint(s) except 6=4463(LC 18), 2=545(LC 55), 9=6034(LC 1), 9=6034(LC 1) FORCES. (Ib)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-898/1784,3-20=-3090/0,4-20=-3058/0,4-21=-3085/83, 5-21=-3100/139, 5-6=-6589/144 BOT CHORD 2-10=-1643/831, 9-10=-1289/358,9-22=-1154/0,22-23=-1065/0, 8-23=-1065/33, l"� CCOUK ff` 8-24=0/5817, 24-25=0/5817, 7-25=0/5817, 7-26=0/5817, 26-27=0/5617, 27-28=0/5817, 6-28=-108/5817 BUILDING DIVISION WEBS 4-8=0/2255, 5-8=-3565/0, 5-7=0/3040, 3-8=0/4282, 3-9=-4291/0' NOTES- �. 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-7 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 9) All plates are 1.5x4 MT20 unless otherwise indicated. 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q?,pF ESS/pN ��� IEODO s�IF� LU LU C 75435 c:rn EXP. 03/31/2018 b* *, OF Aunuct 1R 7MR ContfiA&kV&Paaf4@ {rottom chord and any other members. A WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not Rot a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Job . _ -. Truss Truss Type Oty Ply OH CONST - KELLY RESIDENCE 848170047 0160410 64 GABLE t 3 Job Reference o tional vcrvcw+� , n�oa wmrni are,w.mcry i v, i... aooca s rPr m .... mi i ex mausmes, mc. --ug i r wau.w <v ro raga c I D:CbFzLdGhECC6ZxgOyr9HnrypHL7-Vi W2DTu0ujGNCVCFCHJ R9JM E37jrw2b17gEJLKymuEb NOTES- � r ` 13) A plate rating reduction of 20% has been applied for the green lumber members. 14) Provide mechanical'connection (by others) of truss to bearing plate capable of withstanding 563 Ib uplift at joint 2 and 801 Ib uplift at joint 10. 15) This truss has been designed for a total drag load of 2400 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-3-8 for 118.3 plf. 16) Use Simpson Strong -Tie LUS26 (4-SD9212 Girder, 4-SD9212 Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-3-4 from the left end to 19-3-4 to connect truss(es) to back face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-77, 4-6=-77, 2-6=-12 Concentrated Loads (lb) Vert: 22= -1094(B)23= -1094(8)24= -1094(B)25= -1094(B)26= -1090(B)27= -1090(B)28= -1091(B) . i A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Solely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! his CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE 1.00 TC 0.55 TCDL 10.0 Lumber DOL 1.15 R4B170048 0160410 C1 GABLE 1 1 Code IRC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.18Btr G 'Except' Job Reference (optional) :KAL I KUJJ UUMYANT, JAt;KAMtN I U. UA eJa2B 7.640 5 Apr 19 2016 Mt Iek Inausbfes, Inc. Wed Aug 17 14:30:02 2015 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-RSeoe9wgPKW5SpLdKiLvEkRWaxYvO7c7bjgQCymuEZ -2-1-0 7-10-8 I 15-9-0 + 17-10-0 2-1-0 7-10-8 7-10-8 Scale = 1:32.7 5x6 = — 1I Jxa II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 18.0 Plate Grip DOL 1.00 TC 0.55 TCDL 10.0 Lumber DOL 1.15 BC 0.27 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 BCDL 6.0 Code IRC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.18Btr G 'Except' 3-8,8-13: 2x6 DF No.2 G DEFL. in (loc) I/dell Ud Vert(LL) -0.02 15 n/r 120 Vert(TL) -0.04 15 n/r 90 Horz(TL) 0.00 19 n/a n/a BRACING - TOP CHORD BOTCHORD BOT CHORD 2x4 DF No.18Btr G OTHERS 2x4 DF Std G WEDGE Left: 2x4 OF Std -G, Right: 2x4 DF Std -G REACTIONS. All bearings 15-9-0. (lb) - Max Horz 2=-38(LC 38) Max Uplift All uplift 100 Ib or less at joint(s) 17, 18, 23, 22 except 2=-160(LC 34), 14=-161 (LC 45),16=-188(LC 16),24=-188(LC 16) Max Grav All reactions 250 Ib or less at joint(s) 20, 16, 17, 18, 19, 24, 23, 22, 21 except 2=461(LC 16), 14=461(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/346, 34=-300/297, 12-13=-284/286, 13-14=-353/329 BOT CHORD 2-24=-302/334, 14-16=-302/334 PLATES GRIP MT20 220/195 Weight: 92 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. ll; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI.?PI 1. 4) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) A plate rating reduction of 20% has been applied for the green lumber members. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 17, 18, 23, 22 except Qt=1b) 2=160, 14=161, 16=188, 24=188. 14) This truss has been designed for a total drag load of 600 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-9-0 for 38.1 plf. aNlTAgaryhjsd&j'*2igned for a creep factor of 2.01, which is used to calculate the total load deflection J I/jl^-31(-1/IIi� Q OFESS/0N TE000s�F� LU w C 75435 c m X *� EXP. 03/31/2018 �* OF Ai nust 1 R 901 R AWARNING - Verfly design parameters and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI] Cvaliy Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job . - TnISS Type Qty ' Pty DH CONST -KELLY RESIDENCE , v-+ ' Puss - a • '• R48170048 0160410, +. -•`s7 '. GABLE - 1 1 • + '' Job Reference optional) ' ocrvcn[,t. i r<vaa wmrs,ry r, _ ari,rwmcry i u, s, aooco . - . 4 r.wu s Z' ie < io' i e mousmes, in— vvea n 9 1 r ,nau:us cu,o rage c ID CbFzLdGhECC6ZxgOyr9HnrypHL7-vHCAsUwlAeey3zwpuPsBny_hKLu87ar9geTOyfymuEY ' 4r,. , < T ' - AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parometers shown: and is for an individual building component, not �• s +, d truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall - - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • M iTek• - is always required for stability and to prevent collapse with possible personal injury and property damage. For.general guidance regarding the ' fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII Quality Criteria, DSB-89 and SCSI Building Component 1 - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.. - Suite 109 "" Cifrus Hei hts. CA 95610 Job Truss Truss Type City Ply DH CONST - KELLY RESIDENCE 7-10-8 Plate Offsets (X,Y)-- [2:0-8-0.0-0-101.[4:0-2-0.0-2A].[6:0-8-0.0-0-101 848170049 0160410 C2 Common 7 1 Well L/d PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.05 Job Reference (optional GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 s Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:30:03 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-vHCAsUwlAeey3zwpuPs8ny_gOLuV7Yo9geTOytymuEY 4-0-2 I 7-10.6 11-4-14 I 15-9-0 17.10-0 2-1-0 4-0-2 3-6-6 3-6-6 4-0-2 2-1-0 Scale = 1:32.7 4x4 = IY 0 I 7-10-8 15-9-0 7-10-8 7-10-8 Plate Offsets (X,Y)-- [2:0-8-0.0-0-101.[4:0-2-0.0-2A].[6:0-8-0.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.05 2-8 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.13 2-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.02 6 n/a n/a BCDL 6.0 Code IRC2012/TP12007 (Matrix) Wind(LL) 0.01 8 >999 240 Weight: 69 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (Ib/size) 2=860/0-3-8, 6=860/0-3-8 Max Horz 2=38(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1086/0, 3-4=-795/0, 4-5=-795/0, 5-6=-1086/0 BOT CHORD 2-8=0/891, 6-8=0/891 WEBS 4-8=0/366, 5-8=-338/44, 3-8=-338/44 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cal. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. �OQ1�QF ESS/BUTTE��� c� TEOpO l� ®I�� ���S,�0 � w w C 75435 c m EXP. 03/3112018 OF CAk- August 18,2016 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0,1II.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown., and is for on individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall ■t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply DH CONST - KELLY RESIDENCE R4B170050 0160410 C3 COMMON GIRDER 1 2 Job Reference o tional GtNEKAL I KU -55 COMPANY, 5ACKAMEN TO, CA 95828 7.640 s Apr 19 Z016 MI Tex Industries, Inc. Wed Aug 17 14:30:05 2016 Page 1 ID:CbFzLdGhECC6ZxgOyr9HnrypHL7-rgJxGAyYiFufJG4C7gvcsN34T8RGbNRRHyyUOXymuE W 3-2-11 5.6-9 7-10.8 10-2-7 12.6-5 15-9-0 17-10-0 3.2-11 2-3-15 2-3-15 2.3.15 2.3-15 3-2.11 Scale = 1:31.4 4x4 = HUS26 �v g Plate Offsets MY)— f2:0-2-4.0-1-81.[6:0-2-4,0-1-81.[9:0-4-12 0-1-01 113:0-4-12 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 18.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.04 12-13 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(TL) -0.10 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 7 n/a n/a BCDL 6.0 Code IRC2012fTP12007 (Matrix) Wind(LL) 0.01 13 >999 240 Weight: 184 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing: 7-9. REACTIONS. (Ib/size) 1=2969/0-3-8, 7=1323/0-3-8 Max Horz 1=-44(LC 45) Max Uplift7=285(LC 45) Max Grav 1=2991(LC 29), 7=1444(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5052/0, 2-14=-2938/74, 3-14=-2851/0, 3-4=-1797/20, 4-5=-1788/23, 5-15=-1940/43, 6-15=-2112/269, 6-7=-2460/574 BOT CHORD 1-16=0/4482, 13-16=0/4388, 13-17=0/4349, 12-17=0/4349, 11-12=0/2532, 10-11=0/1728, 9-10=-179/1912,7-9=-491/2146����a�av WEBS 4-11=0/1346, 5-11=-267/34, 3-11=-1530/0, 3-12=0/1429,2-12=-219610,2-13=0/1943 r NOTES- 1) 2 -ply truss to be connected together with tOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=3.6psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Q�OFESS/p� 5) TCLL: ASCE 7-10; Pr -18.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.00); Pf=28.5 psf (flat roof snow: Lumber DOL=1.00 Plate EO q( DOL=1.00); Category II; Exp B; Partially Exp.; Ct= 1 �� Q 0� 4- 6) 6) Unbalanced snow loads have been considered for this design.Q� S� 0 7) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 28.5 psf on overhangs CO J (i1 2 non -concurrent with other live loads.w o C 75435 C m 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXP. 03/31/2018 fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 7=285. 12) This truss has been designed for a total drag load of 1600 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag TF loads along bottom chord from 0-0-0 to 15-9-0 for 101.6 plf. OF CAL\F 13) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-8-4 from the left end to 3-8-4 to connect truss(es) to front face of bottom chord. AI ini mt 1R 9f)1 A dOaltF 69 06NLaiwhere hanger is in contact with lumber A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI(TPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hts CA 95610 GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 5 Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:30:06 2016 Page 2 ID:CbFzLdGhECC6ZxgOyrgHnrypHL7-JstJU WzBTZOWwQfOZXQrPacFDYmVKghbWch2Z-rmuEV NOTES - 15) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-77, 4-8=-77.1-7=-12 Concentrated Loads (lb) Vert: 16= -1372(F)17= -1372(F) Job Truss Truss Type Qty �A[DH A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with Wield& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek� is always required For stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/71`111 quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hot hts, CA 95610 -KELLY RESIDENCE848170050 0160410 C3 COMMON GIRDER1nce O li0nal GENERAL TRUSS COMPANY, SACRAMENTO, CA 95828 7.640 5 Apr 19 2016 MiTek Industries, Inc. Wed Aug 17 14:30:06 2016 Page 2 ID:CbFzLdGhECC6ZxgOyrgHnrypHL7-JstJU WzBTZOWwQfOZXQrPacFDYmVKghbWch2Z-rmuEV NOTES - 15) This truss is designed for a creep factor of 2.01, which is used to calculate the total load deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-77, 4-8=-77.1-7=-12 Concentrated Loads (lb) Vert: 16= -1372(F)17= -1372(F) Job Truss Truss Type Qty �A[DH A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with Wield& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek� is always required For stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/71`111 quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hot hts, CA 95610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y -►; 4- /a 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury 9 1 rY Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. see BC51. -116 c1-2 c2-3 2. Truss bracing must be designed by an engineer. For truss individual lateral braces themselves I 4 wide spacing, 0 WEBS czq Ou 3 �,y9 3 K = e O U may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never �" u U stack materials on inadequately braced trusses. CL 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate c7 a ce z cs a designer, erection supervisor, property owner and plates 0-'Ag' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. ConnectorTates. p THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in Mitek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 ESR-131 1, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice is to X to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min Size shown is for crushing only. __qy 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19. Review all portions of this design (front, back, words pictures) before use. Reviewing pictures alone Plate Connected Wood TfUSS Construction.and is not sufficient. DSB-89: Design Standard for Bracing.g ® SCSI: Building Component SafetyInformation, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 - 1 1 barrish Pelham Consulting Engineers Q�pFESSi A J. SA !Fti Memo W No. 4901 m EXP 06/30/17 � S�AUCII�P� To: Mr. Ron Arrigotti (DH Construction) �1q OFC From: Peter Sandlin, S.E. Date: August 18, 2016 Re: Kelly Residence — Truss Review Memo 6520 Shaw Circle, Magalia, CA 95954 BP No. 16-389 t Our office has reviewed the prefabricated truss submittal package from General Truss Company Inc dated August 18, 201,6 and coordinated the vertical and lateral loading through the reconstructed structure. The contractor shall verify the truss profiles and dimensions after demolition. The truss manufacturer shall incorporate the drag loads shown on. the roof plan. Contact our office with questions or comments you may have. Thank you. IApertise, Integrity S Service since 19,15 1ww.bartish.com Sacramento: 3001 E St. Sacramento. CA 95816 p:877.314.1042 p:916.418.9100 Walnut. Creek:. 1701 N_California Blvd Suite 17, Walnut Creek, CA 94596 p:925.273.7663 Tahoe/Reno: PO Box 412 Truckee. CA 96160 p:530.562.4266 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 530.538.7601 Office 530.538.7785 Fax www.buttecounty.net www.buttegeneralplan.net September 16, 2016 Dinwiddie -Hines Construction 4324 Orange Grove Ave., Suite A Sacramento, CA 95841 Assessor Parcel Number: 066-030-010 ' Building Permit Number: B16-1837 Plan Check #1 Description: Repair Home From Fire Damage Occupancy Classification Construction Type: Stories: Fire Sprinklers: Building Total Area: Covered Area: R-3 / U V -B One No R-3 @ 1,651-sf / U @ 416-sf (+-) 0 sf DEVEIOPMENTSERVICES Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. GENERAL COMMENTS: 1. Please identify the existing dwelling area along with the existing garage area on the cover sheet. 2. Please list the Assessor's Parcel Number (APN) in the Title Block of the plans. (Le. 066-030-010) The nature of work to be completed on this house will require compliance with California Senate Bill 407 for the installation of water -conserving plumbing fixtures. Please see attached information. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1 et seq. for the definition of noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. NON-STRUCTURAL COMMENTS: . 4. Please provide a detail of the rear deck, rear porch and front porch guard railing and the opening limitation. (Le. 42" minimum height with 4" max openings) Refer to 2013 CRC Sections R312.1.2 & R310.1.3. Refer to the detail 13 & 14/S3. ' 5. Please clarify the dimension and code references in detail 14/S3. The openings per 2013 CRC Section R312.1.3 in two of the notes along with the MAXIMUM riser height of 73/4". 6. Please specify safety glazing (i.e. all panes tempered) at hazardous locations such as windows adjacent to and within 24" of either edge of a door in the closed position per 2013 CRC Section R308.4.2. (I.e. The 3050 window adjacent to the front door.) 7. Please specify safety glazing (i.e. all panes tempered) at hazardous locations such as the patio sliders in the Master Bedroom and Living Room per 2013 CRC Section R308.4.1. 8. Please provide and specify the door leading into the garage from the dwelling to be 1-3/8" thick solid door equipped with self-closing and self -latching devices. 2013 CRC Section R302.5.I I. 9. Provide and show a handrail on the stairs leading up to the dwelling from the garage. 2013 CRC Section R311.7.8. 10. Please provide more information and details for the elevated loft in the garage. Include guard railing and means of access. 11. Provide and show a watertight drain pan under the Water Heater and drain separately to the exterior or an approved receptor. 2013 CPC Section 507.4. 12. Provide Seismic support for the Water Heater to resists horizontal displacement. As per 2013 CPC Section 507.2. 13. Please provide attic ventilation calculations on the plans. 2013 CRC Section R806.2. Each specific ventilation product has a listed net free ventilating area'NFVA". Please refer to this NFVA when calculating the attic ventilation. (FYI: Attic Ventilation for Wildfire Exposure: Eave vents shall be approved for use and in compliance with 2013 CRC Section R327.6.3. Gable attic vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 1/8" openings in compliance with 2013 CRC Section R327.6.2.) 14. Please provide the number, type, size and location of attic vents at not less than 1/150 of the area of the space to be ventilated. The net free ventilating area may be reduced to 1/300 if the area of the space ventilated provided that at least 50% and not more than 80% of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 -feet above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. In Climate Zone #16 a class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2013 CRC R806.1 and R806.2. 15. All receptacles within the garages shall be GFCI protected, including the ceiling outlet. 2013 CEC Art. 210.8 (A)(2)- 16. Provide and show a GFCI protected receptacle outlet at the end of the peninsular countertop. 2013 CEC Articles 210.8(A)(6) & 210.52(C)(3). 17. Lighting installed in attached and detached garages, laundry rooms and utility roorns shall be high efficacy luminaires and controlled by vacancy sensors. 2013 CeC Section 150(k)6. 18. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase 11 emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 2013 CGBSC Section 4.503 lAonstruction DH Construction ;V ' 4324 Orange Grove Ave. 'Sacramento CA. 95841 _ • n E -916-481-3297 4 Lic.`# 362161 y "' Client: Sterling & Deborah Kelly,' . ". Property: 6520 Shaw Circle • - ' Magalia, CA 95954 Operator: TOM *; Estimator: r Tom Goodman Bu Company: DH Construction Y Business: 4324 Orange Grove Ave Sacramento, CA 95841 - f. + Reference: ; • s • ' .. C U•v i ' Company: `' Catina Woodmansee / Farmers Insurance` a "' `=Kf • `Type of Estimate:',''_' Fire e ' Date Entered: 7/20/2016 ' Date Assigned: ' 7/19/2016 Price List: CASA8X_JUL16 G Labor Efficiency: Restoration/Service/Remodel Estimate: 'KELLY _STERLING _RA r r File Number: ". 3006633310 712512016 PRELIMINARY fzre'damage estimate based on walk-through on July 19, 2016. f c Y . ] • � RAA d E-mail: ellular: ass • J Home: (530) 327-8424 siness: (916) 481-3297, w tom@dhfirerestoration.com (916) 425-1163 E-mail: ellular: • J Home: (530) 327-8424 siness: (916) 481-3297, w tom@dhfirerestoration.com (916) 425-1163 kc .S n Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic: # 362161 KELLY STERLING RA Main Level l Entry -Hall Subroom: Coat (1) s Subroom: Linen (2) DESCRIPTION Height: 8' Height: 8' Height: 8' QTY Carpet 102.06 SF . 15 % waste added for Carpet. _ Carpet pad 88.75 SF Baseboard - 2 1/4" stain grade 43.83 LF Stain & finish baseboard 43.83 LF Seal floor or ceiling joist system 88.75 SF Seal part of the floor w/latex based stain blocker - one coat 44.38 SF Seal stud wall for odor control 387.78 SF `. Batt insulation - 10" - R30 - unfaced batt 88.75 SF Batt insulation - 6" - R19 - paper faced 40.00 SF Blown -in insulation - 14" depth - R38 88.75 SF Rewire - average residence - copper wiring 88.75 SF Switch 5.00 EA Outlet 3.00 EA Smoke detector 1.00 EA' " Light fixture 3.00 EA 1/2" drywall - hung, taped, heavy texture, ready for paint 476.53 SF F:. Seal/prirne then paint the walls and ceiling (2 coats) - 2 colors 476.53 SF r French door - Exterior - pre -hung unit 1.00 EA Stain & finish French door slab only - exterior (per side) 2.00 EA Stain & finish door/window trim & jamb (per side) 2.00 EA Door lockset & deadbolt - exterior 1.00 EA Interior door - lauan/mahogany - pre -hung unit 1.00 EA Bifold door set - Colonist - Double 1.00 EA ' •.; Stain & finish door slab only (per side) 2.00 EA ' Paint bifold door set - slab only - 2 coats (per side) 2.00 EA .? Stain & finish door/window trim & jamb (per side) 4.00 EA ' Door knob - interior 1.00 EA Closet shelf and rod package 4.33 LF . Seal & paint closet shelving - single shelf 1.00 EA Closet package - hall/linen (4 shelves 3' wide) 1.00 EA Seal & paint closet shelving - linen closet 1.00 EA Dining Room Height: 8',"'' KELLY_STERLING_RA 7/29/2016 Page: ,2; [Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 DESCRIPTION QTY Carpet 138.05 SF 15 % waste added. for Carpet. Carpet pad 120.04 SF Baseboard - 2 1/4" stain grade 26.17 LF Stain & finish baseboard' .26.17 LF Seal floor or ceiling joist system 120.04 SF Seal part of the floor w/latex based stain blocker - one coat 60.02 SF Seal stud wall for odor control 189.47 SF Batt insulation - 10" - R30 - unfaced batt 120.04 SF ,Batt insulation - 6" - R19 - paper faced 94.74 SF lown-in insulation - 14" depth - R38 120.04 SF Rewire - average residence - copper wiring 120.04 SF Switch 1.00 EA, Outlet 4.00 EA Ceiling fan & light 1.00 EA, 1/2" drywall - hung, taped, heavy texture, ready for paint 309.51 SF '.SeaUprime then paint the walls and ceiling (2 coats) 2 colors 309.51 SF Paint door or window opening - 2 coats (per side) 2.00 EA Aluminum window, horiz. slider 12-23 sf (2 pane) 2.00 EA Window stool & apron 8.33 LF Seal & paint window sill 8.33 LF Living Room Height: 8' - DESCRIPTION QTY i- .',Carpet I . 364.48 SF N". 15 Wwaste added for Carpet. Carpet pad 316.94 SF Baseboard - 2 1/4" stain grade 63.17 LF Stain & finish baseboard 63.17 LF Seal floor or ceiling joist system 316.94 SF S6al part of the floor w/latex based stain blocker - one coat 158.47 SF Seal stud wall for odor control 469.44 SF Batt insulation - 10" - R30 - unfaced batt 316.94 SF Batt insulation - 6" - R19 - paper faced 234.72 S F..... Batt insulation - 12" - R38 - unfaced batt 316.94 SF Rewire - average residence - copper wiring 316.94 SF Switch 6.00 EA Outlet 8.00 EA Phone, TV, or speaker outlet 2.00 EA Ceiling fan & light 2.00 EA Recessed light fixture 1.00 EA In ceiling over bay window. -.-472" drywall - hung, taped, heavy texture, ready for paint 786.38 SF Seal/prime then paint the walls (2 coats) - 2 colors 469.44 SF ,:KELLY -STERLING -RA 7/29/2016 Page:'3 CONTINUED - Living Room DESCRIPTION J Soffit - wood - tongue & groove i Stain.& finish paneling `s Paint.door or window opening - 2 coats (per side) Aluminum window, horiz. slider 12-23 sf (2 pane) Aluminum window, horiz. slider 24-32 sf (2 pane) Aluminum window, picture/fixed 12-23 sf (2 pane) ND Window stool & apron Seal & paint window sill Wood stove - Large size Triple wall or insulated high temperature flue Triple wall flue roof installation kit Mortar bed for tile Wood stove surround Stone veneer - natural stone - High grade Wood stove surround. Kitchen ,ar DESCRIPTION Vinyl floor covering (sheet goods) 0�): 15 %waste added for Vinyl floor covering (sheet goods). n Underlayment - 1/2" particle board Vinyl - metal transition strip Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for under floor insulation Batt insulation - 6" - R19 - paper faced flown -in insulation - 14" depth - R38 .Rewire - average residence - copper wiring Switch Outlet Fluorescent - two tube - 4'- strip light ' Light fixture KELLY_STERLING_RA QTY 316.94 SF 316.94 SF f 4.00 EA •f' 1.00 EA._:5, 1.00 EA 2.00 EA 13.67 LF' 13.67 LF' 1.00 EA 9.50 LF 1.00 EA' 108.00 SF 108.00 SF Height: 8' QTY 77.14 SF` 67.08 SF 4.00 LF 11.04 LF 11.04 LF 67.08 SF 67.08 SF = 218.00 SF 67.08 SF 67.08 EA. 106.00 SF 103.44 SF 67.08 SF'-.', 3.00 EA 8.00 EA 2.00 EA 1.00 EA 7/29/2016 Page:4 II•'[Construction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Living Room DESCRIPTION J Soffit - wood - tongue & groove i Stain.& finish paneling `s Paint.door or window opening - 2 coats (per side) Aluminum window, horiz. slider 12-23 sf (2 pane) Aluminum window, horiz. slider 24-32 sf (2 pane) Aluminum window, picture/fixed 12-23 sf (2 pane) ND Window stool & apron Seal & paint window sill Wood stove - Large size Triple wall or insulated high temperature flue Triple wall flue roof installation kit Mortar bed for tile Wood stove surround Stone veneer - natural stone - High grade Wood stove surround. Kitchen ,ar DESCRIPTION Vinyl floor covering (sheet goods) 0�): 15 %waste added for Vinyl floor covering (sheet goods). n Underlayment - 1/2" particle board Vinyl - metal transition strip Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for under floor insulation Batt insulation - 6" - R19 - paper faced flown -in insulation - 14" depth - R38 .Rewire - average residence - copper wiring Switch Outlet Fluorescent - two tube - 4'- strip light ' Light fixture KELLY_STERLING_RA QTY 316.94 SF 316.94 SF f 4.00 EA •f' 1.00 EA._:5, 1.00 EA 2.00 EA 13.67 LF' 13.67 LF' 1.00 EA 9.50 LF 1.00 EA' 108.00 SF 108.00 SF Height: 8' QTY 77.14 SF` 67.08 SF 4.00 LF 11.04 LF 11.04 LF 67.08 SF 67.08 SF = 218.00 SF 67.08 SF 67.08 EA. 106.00 SF 103.44 SF 67.08 SF'-.', 3.00 EA 8.00 EA 2.00 EA 1.00 EA 7/29/2016 Page:4 Emonstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Kitchen .:". DESCRIPTION Above sink. 1/2" drywall - hung, taped, heavy texture, ready for paint 5� Seal/prime then paint the walls and ceiling (2 coats) Paint door or window opening - 2 coats (per side) Pocket door unit - Colonist Pocket door hardware Door opening (jamb & casing) - 32"to36"wide - paint grade Stain &finish door slab only (per side) Stain & finish door/window trim & jamb (per side) Aluminum window, horiz. slider 12-23 sf (2 pane) Window stool & apron Stain & finish wood window sill Rough in plumbing - per fixture Sink - double Surface mount. Sink strainer and drain assembly ' J Sink faucet - Kitchen Dishwasher connection Refrigerator/icemaker water supply box with valve ry . Cu �stoin cabinets with solid wood doors and plywood boxes. ]; i Custom cabinets - base units - High grade Custom cabinets - wall units - up to 24" tall - High grade Custom cabinets - wall units - 42" tall - High grade ' �:< Cabinet panels - side, end, or back - High grade Cabinet knob or pull Countertop subdeck - plywood Countertop - Tile Mortar bed for tile Ceramic tile backsplash Garbage disposer Dishwasher Range - freestanding - gas Range hood Ductwork - hot or cold air - 6" round Laundry DESCRIPTION Vinyl floor covering (sheet goods) 15 % waste added for Vinyl floor covering (sheet goods). Uriderlayment - 1/2" particle board KELLY STERLING RA QTY 321.44 SF .321.44 SF 1.00 EA 1.00 EA 1.00 EA 1.00 EA 2.00 EA 2.00 EA ' 1.00 EA 4.17 LF 4.17 LF. } 1.00 EA i.00 EA ; •. 1.00 EA 1.00 EA 1.00 EA 1.00 EA 20.33 LF 5.50 LF 9.92 LF 47.00 SF' 29.00 EA 40.67 SF 40.67 SF . 50.33 SF 19.33 LF 1:00 EA ' ; _. 1.00 EA 1.00 EA 1.00 EA 12.00 LF Height: 8' QTY 135.84 SF 118.12 SF 7/29/2016 Page:.5• Monstruction DH Construction DESCRIPTION i CONTINUED - Laundry 'i". Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control .-Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for underfloor insulation Batt insulation - 6" - R19 - paper faced Blown -in insulation - 14" depth - R38 Rewire - average residence - copper wiring Switch HN Outlet x`220 volt copper wiring run, box and receptacle J Fluorescent - two tube - 4' - fixture w/lens Clothes dryer vent - installed 1/2" drywall - hung, taped, heavy texture, ready for paint "F Seal/prime then paint the walls and ceiling (2 coats) Washing machine outlet box with valves s Water heater - 40 gallon - Gas - 6 yr Water heater seismic strap kit - up to 55 gallon Flexible gas supply line connector - 1/2" - up to 24" Furnace vent - double wall, 5" Water heater platform - wood frame Aluminum window, horiz. slider 3-11 sf (2 pane) F Window stool & apron Stain & finish wood window sill Paint door or window opening - 2 coats (per side) 'Rough in plumbing - per fixture Laundry tub hook-up, washer, and water heater. ;u Exterior door - metal - insulated - flush or panel style Wood door - birch face, fire rated (mineral fiber core) Door opening (jamb, & casing) - 32"to36"wide - paint grade Deadbolt Door knob - interior - High grade Lever handle set. Door closer - spring loaded hinges (per pair) Hinge on fire door to garage. Stain and finish door slab only - exterior (per side) Stain & finish door/window trim & jamb (per side) Custom cabinets - wall units - 42" tall Cabinet knob or pull 'KELLY_STERLING_RA QTY 43.50 LF 43.50 LF 118.12 SF 118.12 SF 352.00 SF 118.12 SF 118.12 EA 252.00 SF .::. 118.12 SF 118.12 SF; - 3.00 F 3.00 EA 6.00 EA 1.00 EA 1.00 EA 1.00 EA 470.12 SF 470.12 SF 1.00 EA 1.00 EA 1.00 EA 1.00 EA 8.00 LF 1.00 EA 1.00 EA 2.17 LF 2.17 LF 1.00 EA 3.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 4.00 EA 4.00 EA 6.00 LF 4.00 EA - 7/29/2016 Page: 6' 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 DESCRIPTION i CONTINUED - Laundry 'i". Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control .-Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for underfloor insulation Batt insulation - 6" - R19 - paper faced Blown -in insulation - 14" depth - R38 Rewire - average residence - copper wiring Switch HN Outlet x`220 volt copper wiring run, box and receptacle J Fluorescent - two tube - 4' - fixture w/lens Clothes dryer vent - installed 1/2" drywall - hung, taped, heavy texture, ready for paint "F Seal/prime then paint the walls and ceiling (2 coats) Washing machine outlet box with valves s Water heater - 40 gallon - Gas - 6 yr Water heater seismic strap kit - up to 55 gallon Flexible gas supply line connector - 1/2" - up to 24" Furnace vent - double wall, 5" Water heater platform - wood frame Aluminum window, horiz. slider 3-11 sf (2 pane) F Window stool & apron Stain & finish wood window sill Paint door or window opening - 2 coats (per side) 'Rough in plumbing - per fixture Laundry tub hook-up, washer, and water heater. ;u Exterior door - metal - insulated - flush or panel style Wood door - birch face, fire rated (mineral fiber core) Door opening (jamb, & casing) - 32"to36"wide - paint grade Deadbolt Door knob - interior - High grade Lever handle set. Door closer - spring loaded hinges (per pair) Hinge on fire door to garage. Stain and finish door slab only - exterior (per side) Stain & finish door/window trim & jamb (per side) Custom cabinets - wall units - 42" tall Cabinet knob or pull 'KELLY_STERLING_RA QTY 43.50 LF 43.50 LF 118.12 SF 118.12 SF 352.00 SF 118.12 SF 118.12 EA 252.00 SF .::. 118.12 SF 118.12 SF; - 3.00 F 3.00 EA 6.00 EA 1.00 EA 1.00 EA 1.00 EA 470.12 SF 470.12 SF 1.00 EA 1.00 EA 1.00 EA 1.00 EA 8.00 LF 1.00 EA 1.00 EA 2.17 LF 2.17 LF 1.00 EA 3.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 4.00 EA 4.00 EA 6.00 LF 4.00 EA - 7/29/2016 Page: 6' [Ronstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Laundry DESCRIPTION .Cabinet panels - side, end, or back - High grade Shelving - 12" - in place Seal & paint wood shelving, 12"- 24" width ,,.Hall Bath DESCRIPTION Underlayment - 1/2" particle board Vinyl floor covering (sheet goods) 15.% waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 10" - R30 - paper faced Blown -in insulation - 14" depth - R38 Rough in plumbing - per fixture Rewire - average residence - copper wiring Switch ��i Ground fault interrupter (GFI) outlet Bathroom ventilation fan, light, and heater - Large ;b Ductwork - hot or cold air - 4" round Light bar - 2 lights 1/2" drywall - hung, taped, heavy texture, ready for paint Seal/prime, then paint the walls and ceiling (2 coats) - 2 colors Interior door - lauan/mahogany - pre -hung unit Stain & finish door slab only (per side) Stain & finish door/window trim & jamb (per side) Door knob - interior Custom cabinets - vanity units Countertop subdeck - plywood Mortar bed for tile Countertop - Tile Sink - single Sink faucet - Bathroom P -trap assembly - ABS (plastic) Mirror - 1/4" plate glass Medicine cabinet � ,,,-Cabinet knob or pull `KELLY STERLING RA 7/29/2016 QTY 7.00 SF 40.00 LF 40.00 LF Height: 8' QTY 28.52 SF 32.80 SF. 2.50 LF ' 16.58 LF 16.58 LF 28.52 SF 28.52 SF 197.11 SF 28.52 SF 41.85 SF 3.00 EA: 28.52 SF 4.00 EA. 1.00 EA 1.00 12:00 LF 1.00 EA 238.97 SF 238.97 SF 1.00 EA 2.00 EA 2.00 EA 1.00 EA 3.00 LF 6.00 SF 7.78 SF 7.78 SF 1.00 EA 1.00 EA 1.00 EA 9.00 SF 1.00 EA 4.00 EA Page: 7 Emonstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Hall Bath DESCRIPTION QTY Toilet 1.00 EA Ak Toilet seat 1.00 EA ,,,.,.Bathtub 1.00 EA Floor drain - tub/shower - metal/plastic 1.00 EA Tub/shower faucet 1.00 EA Mortar bed for tile 60.00 SF �. Tile tub surround - up to 60 SF 1.00 EA- } Bathtub enclosure - sliding glass doors 1.00 EA` Towel ring 1.00 EA Toilet paper holder. 1.00 EA ' Towel bar 1.00 EA Handicap grab bar - Stainless steel, 1 1/2" x 30" 2.00 EA Bedroom 1 Subroom: CIA (1) DESCRIPTION Carpet 15 % waste added for Carpet. Carpet pad Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for under floor insulation -''Batt insulation 6" - R19 - paper faced Blown -in insulation - 14" depth - R38 -Rewire - average residence copper wiring Switch ;Outlet tr..: Phone, TV, or speaker outlet Ceiling fan & light drywall -hung, taped, heavy texture, ready for paint Seal/prime then paint the walls and ceiling (2 coats) Paint. door or window opening - 2 coats (per side) Pocket door unit - Colonist Pocket door hardware KELLY_STERLING_RA 9 7/29/2016 Height: 8': Height: 8' QTY 123.55 SF 107.44 SF' . 40.75 LF 40.75 LF 107.44 SF: ... 107.44 SF 327.33 SF 107.44 SF 107.44 EA 108.02 SF 107.44 SF 107.44 SF': 2.00 EA 5.00 EA , 2.00 EA 1.00 EA 434.77 SF 434.77 SF 1.00 EA 2.00 EA 2.00 EA Page: 8 ,ti [Construction DH Construction 4324 Orange Grove Ave. Sacramento CA 95841 916-481-3297 Lic. # 362161 CONTINUED - Bedroom 1 +; DESCRIPTION Door opening (jamb & casing) - 32"to36"wide - paint grade Stain & finish door slab only (per side) Stain & finish door/window trim & jamb (per side) Bypass mirrored door set Closet shelf and rod package Seal & paint closet shelving Cabinetry - lower (base) units Built in desk in closet. Aluminum window, horiz. slider 12-23 sf (2 pane) Window stool & apron Stain & finish wood window sill Bedroom 2 Subroom: Clst (1) DESCRIPTION :. Carpet ' 15 % waste added for Carpet. Carpet pad Baseboard - 2 1/4" stain grade Stain & finish baseboard Seal floor or ceiling joist system ~'Floor joists. Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 12" - R38 - unfaced batt Under floor insulation. Netting - for under floor insulation Batt insulation - 6", - R19 - paper faced Blown -in insulation - 14" depth - R38 Rewire - average residence - copper wiring ea' Switch i.; Outlet Phone, TV, or speaker outlet Ceiling fan & light .1/2" drywall - hung, taped, heavy texture, ready for paint Seal/prime then paint the walls and ceiling (2 coats) Paint door or window opening - 2 coats (per side) Pocket door unit - Colonist Pocket door hardware Door opening (jamb & casing) - 32"to36"wide - paint grade ,KELLY -STERLING -RA 7/29/2016 QTY 2.00 EA 4.00 EA 4.00 EA .... 1.00 EA 5.17 LF 5.17 LF "5.17 LF 1.00 EA 4.17 LF 4.17 LF Height: 8' Height: 8' ' QTY 160.76 SF 139.79S F 46.58 LF 46.58 LF 139.79 SF 139.79 SF 367.78 SF 139.79 SF 1 139.79 EA 183.89 SF 139.79 SF 139.79 SF 2.00 EA' 5.00 EA 2.00 EA 1.00 EA 507.57 SF 507.57 SF 2.00 EA 1.00 EA 1.00 EA 1.00 EA Page: 9 UMonstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 -s ^-- 916-481-3297 is Lic. # 362161 CONTINUED - Bedroom 2 ,' DESCRIPTION QTY Stain & finish door slab only (per side) 2.00 EA Stain & finish door/window trim & jamb (per side) 2.00 EA --..,-Bypass mirrored door set 1.00 EA Closet shelf and rod package 5.00 LF Seal & paint closet shelving 5.00 LF := Aluminum window, horiz. slider 12-23 sf (2 pane) 1.00 EA =- Aluminum window, horiz. slider 3-11 sf (2 pane) 1.00 EA Window stool & apron 7.33 LF Stain & finish wood window sill 7.33 LF Bedroom 3 Height: 8' Subroom: CIst2 (2) Height: 8' Subroom: -Clstl (1) Height: 8' DESCRIPTION QTY Carpet 217.37 SF 15 % waste added for Carpet. Carpet pad 189.02 SF Baseboard - 2 1/4" stain grade 58.17 LF Stain & finish baseboard 58.17 LF Seal floor or ceiling joist system 189.02 SF f Floor joists. .'Seal the floor w/latex based stain blocker - one coat 189.02 SF Seal stud wall for odor control 471.11 SF ? Batt insulation - 12" - R38 - unfaced batt 189.02 SF.- F.`1,.-,.Under 1,.-,.Underfloor insulation. Netting - for under floor insulation 189.02 EA, 'Batt insulation - 6" - R19 - paper faced 117.78 SF Blown -in insulation - 14" depth - R38 189.02 SF Rewire - average residence - copper wiring 189.02 SF Switch Switch 2.00 EA :.: Outlet 5.00 EA Phone, TV, or speaker outlet 2.00 EA Ceiling fan & light 1.00 EA 1/2" drywall - hung, taped, heavy texture, ready for paint 660.13 SF Seal/prime then paint the walls and ceiling (2 coats) 660.13 SF Paint door or window opening - 2 coats (per side) 2.00 EA . Interior door - solid fir door w/paint-grade jamb & case 1.00 EA .; Door knob - interior, 1.00 EA Stain & finish door slab only (per side) 2.00 EA .. .Stain & finish door/window trim & jamb (per side) 2.00 EA KELLY -STERLING -RA 7/29/2016 Page:_10 Y; Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 DESCRIPTION CONTINUED - Bedroom 3 Bypass mirrored door set Closet shelf and rod package ('.Seal & paint closet shelving Closet package - hall/linen (4 shelves 3' wide) :`. Seal & paint closet shelving - linen closet Bifold door set - Colonist - Double Stain & finish bifold door set - slab only - (per side) a" Pamt door/window trim & jamb - Large - 2 coats (per side) Custom cabinets - full height units Aluminum window, single hung 9-12 sf (2 pane) Window stool & apron Stain & finish wood window sill Bath -2 DESCRIPTION Underlayment - 1/2" particle board Vinyl floor covering (sheet goods) 150 waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip Baseboard - 2 1/4" stain grade 4r'Stain & finish baseboard Seal floor or ceiling joist system Seal the floor w/latex based stain blocker - one coat Seal stud wall for odor control Batt insulation - 10" - R30 - paper faced Blown -in insulation - 14" depth - R38 Rough in plumbing - per fixture Rewire - average residence - copper wiring Switch Ground fault interrupter (GFI) outlet Bathroom ventilation fan, light, and heater- Large Ductwork - hot or cold air - 4" round Light bar - 2 "lights 1/2" drywall - hung, taped, heavy texture, ready for paint ,: Seal/prime then paint the walls and ceiling (2 coats) - 2 colors Paint door or window opening - 2 coats (per side) -;;::Interior door - lauan/mahogany - pre -hung unit Stain & finish door slab only (per side) Stain & finish door/window trim & jamb (per side) Door knob -interior KELLY -STERLING -RA 7/29/2016 QTY 1.00 EA 6.00 LF 6.00 LF 1.00 EA 1.00 EA.,! i? 1.00 EA 2.00 EA. 2.00 EA 4.50 LF 2.00 EA 6.33 LF 6.33 LF Height: 8'...... -QTY 26.63 SF 30.63 SF.. , 2.50 LF 13.42 LF 13.42 LF 26.63 SF •, :- 26.63 SF 188.44 SF 26.63 SF 39.74 SF 3.00 EA 26.63 SF 4.00 EA .1.00 EA 1.00 EA' •12.00 LF 1.00 EA 228.19 SF 228.19 SF - 1.00 EA 1.00 EA t 2.00 EA 2.00 EA 1.00 EA Page: 11 Monatruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Bath -2 DESCRIPTION Custom cabinets - vanity units :Countertop subdeck - plywood ;;.'.:Mortar bed for tile Countertop - Tile Sink - single Sink faucet - Bathroom P-trap.assembly - ABS (plastic) Mirror - 1/4" plate glass Medicine cabinet Cabinet knob or pull Toilet Toilet seat Bathtub Floor drain - tub/shower - metal/plastic Tub/shower faucet Mortar bed for tile Tile tub surround - up to 60 SF 7Y.Bathtub enclosure - sliding glass doors Towel ring ", Toilet paper holder Towel bar Handicap grab bar - Stainless steel, 1 1/2" x 30" -Aluminum window, horiz. slider 3-11 sf (2 pane) Add on for obscure glass :Window stool & apron Seal & paint window_ sill Master Bedroom Subroom: Cist (1) DESCRIPTION Laminate - simulated wood flooring f 5 % waste added for Laminate. Vapor barrier - 15# felt Baseboard - 2 1/4" stain grade 4' Stain & finish baseboard Seal floor or ceiling joist system Floor joists. Seal the floor w/latex based stain blocker- one coat Seal stud wall for odor control Batt insulation - 12" - R38 - unfaced batt KELLY STERLING RA 7/29/2016 QTY 3.00 LF, 6.00 SF 7.78 SF 7.78 SF 1.00 EA 1.00 EA 1.00 EA' 9.00 SF 1.00 EA 4.00 EA 1.00 EA •- 1.00 EA' _ 1.00 EA 1.00 EA 1.00 EA 60.00 SF 1.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA =` 2.00 EA 1.00 EA 6.00 SF 3.17 LF 3.17 LF Height: 8' Height: 8' QTY 249.03 SF ' 216.55 SF . r 63.17 LF 63.17 LF 216.55 SF 216.55 SF 470.67 SF 216.55 SF- Page: F Page: 12 Emonstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841. 916-481-3297 Lic. # 362161 CONTINUED - Master Bedroom DESCRIPTION QTY Under floor insulation. Netting - for under floor insulation 216.55 EA Batt insulation - 6" - R19 - paper faced 353.00 SF Blown -in insulation - 14" depth - R38 216.55 SF Rewire - average residence - copper wiring 216.55 SF Switch 2.00 EA Outlet 6.00 EA , Phone, TV, or speaker outlet 2.00 EA - Ceiling fan & light 1.00 EA :' 1/2" drywall - hung, taped, heavy texture, ready for paint 687.22 SF SeaUprime then paint the walls and ceiling (2 coats) 687.22 SF h Paint door or window opening - 2 coats, (per side) 3.00 EA Bypass mirrored door set 1.00 EA' '�- ; Closet shelf and rod package 8.00 LF Seal & paint closet shelving 8.00 LP ,<< Aluminum window, horiz. slider 12-23 sf (2 pane) 2.00 EA Aluminum window, horiz. slider 3-11 sf (2 pane) 1.00 EA Window stool & apron 11.50 LF >• Stain & finish wood window sill 11.50 LF Garage Subroom: Landing (2) Subroom: Stairs (1) DESCRIPTION "=..'Seal stud wall for odor control Rewire - average residence - copper wiring 1.. Switch Outlet Ground fault interrupter (GFI) outlet Fluorescent - two tube - 4' - strip light Porcelain light fixture 5/8" drywall - hung & fire taped only Seal the walls w/latex based stain blocker - one coat 'Paint door or window opening - 2 coats (per side) Seal floor or ceiling joist system Seal storage structure built into garage ceiling. Overhead door & hardware - 16'x 7' Overhead (garage) door opener - High grade Jamb and trim for overhead door unit Paint overhead door - Large - 2 coats (per side) KELLY -STERLING -RA Is ELLYSTERLINGRA s Height: Peaked Height: Sloped Height: 17' ; QTY 1,073.04 SF 398.69 SF 2.00 EA 8.00 EA 1.00 EA 4.00 EA " 2.00 EA 1,073.04 SF 1,073.04 SF 1.00 EA 416.82 SF 1.00 EA 1.00 EA 30.00 LF.' 2.00 EA', 7/29/2016 Page:.13 I [Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED -Garage DESCRIPTION Seal & paint double garage door opening & trim Aluminum window, horiz. slider 12-23 sf (2 pane) Shelving - 24" - in place 3 work benches. Pegboard . Shelving - 12" - in place Front Porch DESCRIPTION 6 softwood deck planking - Labor only (per SF) Deck pier or footing Post anchor - 4" 4" z 4" x 8'- treated lumber post - material only 2" x 2" x 8'#2 treated pine (material only) 2",x 6" x 10'#2 treated pine (material only) 2" x 6" x 8'#2 treated pine (material only) 4" x 4" x 8' - treated lumber post - material only Deck hand rail/guard rail - Labor only !... 2" x 6" x 8' Redwood (material only) z 6" x 10' Redwood (material only) 'Labor"to install joist - floor or ceiling - 2x6 1--f.-,,Stairway - 4' wide (8' rise plus joist) FSS . Rear Deck DESCRIPTION . 2" x 10" x 14'#2 treated pine (material only) 2" x 10" x 10'#2 treated pine (material only) Labor to install joist - floor or ceiling - 2x10 6" softwood deck planking - Labor only (per SF) Deck pier or footing Post anchor - 4" 4" x 4" x 8'- treated lumber post - material only 2"A 2" x 842 treated pine (material only) 2" x 6" x 1442 treated pine (material only) 2" x 6" x 1042 treated pine (material only) 4" x 4" x 8'- treated lumber post - material only 1K 'Peck hand rail/guard rail - Labor only 'KELLY STERLING RA QTY .2.00 EA. 1.00 EA 56.00 LF 256.00 SF 24.00 LF Height: 3' QTY 64.55 SF 0.12 CY 2.00 EA 1.00 EA 1.0.00 EA 2.00 EA" •, 2.00 EA. 2.00 EA 12.83 LF 26.00 EA 16.00 EA 86.29 LF . s 1.00 EA .• Height: 3' QTY 26.00 EA 44.00 EA 142.33 LF 114.75 SF 0.76 CY " 13.00 EA 7.00 EA 24.00 EA ' 2.00 EA 4.00 EA 2.00 EA 30.83 LF 7/29/2016 Page: 14 Roof Roof ,`,'DESCRIPTION QTY x. Sheathing - plywood - 1/2" CDX 2,619.88 SF " ..; Laminated - comp. shingle rfg. - w/ felt 29.00 SQ r; Ridge cap - composition shingles 108.67 LF y Valley metal - (W) profile 52.73 LF Flashing - pipe jack 6.00 EA 1KELLY_STERLING_RA 7/29/2016 Page: 15 construction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Rear—Deck DESCRIPTION QTY 2' x 6" x 14' Redwood (material only) 21.00 EA 2" x 6" x 10' Redwood (material only) 2.00 EA . . Stairway - 4' wide (8' rise plus joist) 1.00 EA' ' ".Framing DESCRIPTION QTY Joist - 2x12 floor or ceiling system 740.00 BF Area of fire damage floor joists. Sheathing - plywood - 3/4" - tongue and groove 500.00 SF Fire damaged sub floor and area needing to be replaced due to replacement of f loor joists. Stud wall - 2" x 4" x 8'- 16" oc 56.00 LF . Burnt wall framing around the entry, dining room, kitchen and hall closet. Header - double 2" x 12" 24.00 LF Truss - 6/12 slope - heavy loading 1,147.00 LF Main Span trusses Truss - 6/12 slope - heavy loading 234.00 LF t: Master bedroom trusses ; Truss - 6/12 slope - heavy loading 529.00 LF ' Garage trusses .y: Hip or roof intersection 6/12 slope (hip/valley length) 52.50 LF "California" or over build framing. 2". x 4" lumber (.667 BF per LF) 160.00 LF 2x4 material for - plumb & line bracing, shoring, top plate, blocking and outriggers. 2" x 6" lumber (1 BF per LF) 120.00 LF 2z6 material for - Purlin, strong backs, blocking, backing. Roof Roof ,`,'DESCRIPTION QTY x. Sheathing - plywood - 1/2" CDX 2,619.88 SF " ..; Laminated - comp. shingle rfg. - w/ felt 29.00 SQ r; Ridge cap - composition shingles 108.67 LF y Valley metal - (W) profile 52.73 LF Flashing - pipe jack 6.00 EA 1KELLY_STERLING_RA 7/29/2016 Page: 15 Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 916-481-3297 Lic. # 362161 CONTINUED - Roof '"DESCRIPTION _QTY Exhaust cap - through roof - 6" to 8" 5.00 EA Drip edge 268.30 LF F- Exterior Front Elevation Formula Elevation 23' 8" x 12' 10" x V Subroom 1: Offsetl Formula Elevation 2' x 12' 10" x 0" , Subroom 2: Offset2 LxWxH 5'X 3'6" x 8' 6" Subroom 3: Offset3 Formula Elevation 4' 5" x 12' 10" x 0" Subroom 4: Offset4 Formula Elevation 26' 7" x 12' 10" x 0" Subroom 5: Offsets Formula Elevation 20'4" x 12' 10" x 3'• ;1.. DESCRIPTION QTY House wrap (air/moisture barrier) 920:17 SF Siding - plywood panel - stain grade 920.17 SF Seal & paint wood siding 920.17 SF . Attic vent - gable end - metal - 14" x 24" 1.00 EA Foundation and eave vent - installed in wood framing 8.00 EA Fascia - 2" x 4" - softwood - re -sawn • 514.90 LF Seal & paint trim - two coats 514.90 LF ' Fascia - 2" x 8" - softwood - re -sawn 102.87 LF `Prime & paint exterior fascia - wood, 6"- 8" wide 102.87 LF ---••• Prime & paint exterior soffit - exposed rafters 205.73 SF Gutter / downspout - box - galvanized - 7" to 8" 85.00 LF . Prime & paint gutter / downspout - Oversized 85.00 LF Exterior light fixture 3.00 EA Ornamental iron - Security door 1.00 EA Door lockset & deadbolt -exterior 1.00 EA'':, !' Right Elevation Formula Elevation 28'x 11'x 5'4" Subroom 1: Offsetl Formula Elevation 15' 2" x 10' 8" x 0" DESCRIPTION QTY House wrap (air/moisture barrier) 514.44 SF Siding - plywood panel - stain grade 361.67 SF :. Vertical siding - fiber cement board - sheet 167.94 SF Seal & paint wood siding 514.44 SF Attic vent - gable end - metal - 14" x 24" 1.00 EA KELLY_STERLING_RA 7/29/2016, Page: 16 RPr . Monstruction DH Construction 43L4 Orange Urove Ave. Sacramento CA. 95841 ' 916-481-3297 Lic. # 362161 CONTINUED - Right Elevation DESCRIPTION QTY Foundation and eave vent - installed in wood framing 8.00 EA Fascia - 2" x 4" - softwood - re -sawn 61.00 LF Seal & paint trim - two coats 61.00 LF - Fascia - 2" x 8" - softwood - re -sawn 49.13 LF Prime & paint exterior fascia - wood, 6"- 8" wide 49.13 LF Prime & paint exterior soffit - exposed rafters - 67.93 SF .. Pnme & paint exterior soffit - wood 34.33 SF' Gutter/ downspout,- box - galvanized - 7" to 8" 32.17 LF i;` I?rime & paint gutter / downspout - Oversized 32.17 LF Left Elevation Formula Elevation 27'2" x 13'4" x 0" ' Subroom 1: Offsetl Formula Elevation 5' x 14' x 0" Subroom 2: Offset2 Formula Elevation 25' 6" x 12' 10" x 5' DESCRIPTION QTY House wrap (air/moisture barrier) 772.56 SF Siding - plywood panel - stain grade 772.56 SF Seal & paint wood siding 772.56 SF Attic vent - gable end - metal - 14" x 24" 1.00 EA Foundation and eave vent - installed in wood framing 4.00 EA Fascia - 2" x 4" - softwood - re -sawn 151.17 LF ,;xSeal & paint trim - two coats 151.17 LF Fascia - 2" x 8" - softwood - re -sawn 67.56 LF ,._:.. .,.1 -Prime & paint exterior fascia - wood, 6"-. 8" wide 67.56 LF Prime & paint exterior soffit- exposed rafters 135.11 SF Exterior light fixture 2.00 EA 'I'Stairway - 4' wide (8' rise plus joist) 1.00 EA ;. Deck guard rail - redwood 20.00 LF Stain/finish deck 80.00 SF Stain/finish deck handrail 40.00 LF Rear Elevation Formula Elevation 16'x 10'8" x 3' Subroom 1: Offsetl Formula Elevation 15'x 10'8" x 0" Subroom 2: Offset2 Formula Elevation 35' 2" x 11' 10" x 0" DESCRIPTION QTY House wrap (air/moisture barrier) .647.81 SF Siding - plywood panel - stain grade 325.14 SF Vertical siding - fiber cement board - sheet 354.75 SF KELLY _STERLING _RA IT 7/29/2016 Page: •,17 Monstruction DH Construction 4324 Orange Grove Ave. Sacramento CA. 95841 - 916-481-3297 Lic. # 362161 CONTINUED - Rear Elevation DESCRIPTION Seal & paint wood siding Attic vent - gable end - metal - 14" x 24" Foundation and eave vent - installed in wood framing Fascia - 2" x 4" - softwood - re -sawn Seal & paint trim - two coats Fascia - 2" x 8" - softwood - re -sawn %: Prime & paint exterior fascia - wood, 6"- 8" wide r Prime & paint exterior soffit - exposed rafters Prime & paint exterior soffit - wood Gutter/ downspout - box - galvanized - 7" to 8" ,_Prime & paint gutter / downspout - Oversized Exterior light fixture 'r General Conditions DESCRIPTION Permits & Fees -- Taxes, insurance, permits & fees (Bid Item) [ AS INCURRED ] Engineering fees (Bid Item) [ AS INCURRED ] =—Demolition -- General Demolition - per hour Dumpster load - Approx. 40 yards, 7-8 tons of debris "Y Single axle dump truck - per load - including dump fees --Temporary Services -- Temporary power - overhead hookup Temporary power usage (per month) [ AS INCURRED J .... . Temporary toilet (per month) [ AS INCURRED ] Temporary fencing [ AS INCURRED ] --Plumbing— Natural gas service line Gas line runs through trusses. Plumbing Gas Line Pressure Test --Heating & Air -- Packaged air conditioning unit - 4 ton 14-16 SEER Attic mounted furnace. Ductwork system - hot or,cold air - 1200 to 1599 SF home Test & Balance HVAC system (under 20,000 sf) HERS duct pressure test. Central air cond. system - refrigerant evacuation Flexible metal conduit, 1/2" to V -; Disconnect box - 60 amp - non fused KELLY—STERLING—RA :Lr QTY 647.81 SF 1.00 EA 12.00 EA 140.00 LF 140.00 LF 71.25 LF 71.25 LF 78.33 SF ' 68.18 SF 52.17 LF 52.17 LF .:7 1.00 EA QTY 1.00 EA 1.00 EA 160:00 HR 2.00 EA ' 2.00 EA 1.00 EA - 6.00 MO 6.00 MO' 160.00 LF.: 100.00 LF 1.00 EA 1.00 EA . 1.00 EA 1,324.00 SF 1.00 EA 5.00 LF 1.00 EA•. 7/29/2016 Page: 18 Mo. My nstruction DH Construction SY Flooring 3,186.89 4324 Orange Grove Ave. 2,022.42 Total Area Sacramento CA. 95841 Exterior Perimeter of 916-481-3297 26.20 Number of Squares Lic. # 362161 Total Hip Length Grand Total u Grand Total Areas: 7,567.16 SF Walls 1,835.06 SF Floor 3,199.64 , SF Long Wall 1,817.56 Floor Area 2,416.12 Exterior Wall Area 2,619.88 Surface Area 108.67 Total Ridge Length R h.i . KELLY—STERLING—RA Tom Goodman 1,916.01 SF Ceiling 203.90 SY Flooring 3,186.89 SF Short Wall 2,022.42 Total Area 214.26 Exterior Perimeter of Walls 26.20 Number of Squares 0.00 Total Hip Length 196,616.29 9,483.16 SF Walls and Ceiling 801.27 LF Floor Perimeter 959.82 LF Ceil. Perimeter 4,399.22 r Interior Wall Area 536.60 Total Perimeter Length 7/29/2016 Page: 19 G Main Level �4~ .• , - . .zka. - moi''%� '"� ��1:�- — '` , k..0 �3��:r• � - ►.15'9"�� Faster Bedroo ' _ r... _ KELLY_STERLING_RA IJV Main Level e' •'0 _ ti •7/29/2016 •Page: -20 STERLING RA LJV Roof j/29/2a16_, `�� _f'c.; Page: 21 �IEc�t BUILDING ENERGY ANALYSIS REPORT h PROJECT: Kelly Residence' 6520 Shaw Circle Magalia, CA 95954 Project Designer: BUM Barrish Pelham COU` 3001 E St AUG 212-2016 Sacramento, CA 95816 (916) 418-9100 - r D S=V= B16 -1437 Report Prepared by: Barrish Pelham i Job Number: 16-389 PERMIT # Date: BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COMPLIANCE 8/17/2016 DATE BY The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 6.7 by EnergySoft User Number. • 7050 ID: 16-389 �IEc�t TABLE OF CONTENTS ' • Cover Page 1 Table of Contents 2 Form CF -1 R -PRF -01-E Certificate of Compliance 3 Form RMS -1 Residential Measures Summary 11 Form MF -1 R Mandatory Measures Summary 12 t EnergyPro 6.7 by EnergySoft Job Number: ID: 16-389 User Number. 7050 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 22:32, Wed, Aug 17, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xm1 CF1 R -PRF -01 Page 1 of 8 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Kelly Residence 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (KTDVt t2 -yr) 03 Project Location 6520 Shaw Circle Compliance Margin Percent Improvement 04 City Magalia 05 Standards Version Compliance 2015 06 Zip Code 95954 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ16 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 225 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ftp 1426 15 Number of Zones 1 16 Slab Area pt� 0 17 Number of Stories 1 18 Addition Cond. Floor Area 0 19 Natural Gas Available No 20 Addition Slab Area M 0 21 Glazing Percentage (%) 20.1% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building Incorporates features that require field testing -and/or verification by a certified HERS ratei undeithe supervision of a CEC-approved HERS provider. Registration Number: 216-A0307663A-000000000-0000 Registration Date/rime: 2016-08-17 22:49:07 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-M72016-744 Report Generated at: 2016-08-17 22:36:44 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (KTDVt t2 -yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 155.32 133.31 22.01 14.2% Space Cooling 20.98 17.71 3.27 15.60% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 39.25 48.64 -9.39 -23.9% Photovoltaic Offset — 0.00 0.00 --- Compliance Energy Total 215.55 199.66 15.88 7.4% Registration Number: 216-A0307663A-000000000-0000 Registration Date/rime: 2016-08-17 22:49:07 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-M72016-744 Report Generated at: 2016-08-17 22:36:44 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Kelly Residence Calculation DateMme: 22:32, Wed, Aug 17, 2016 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xml REQUIRED SPECIAL FEATURES The following are features that must be Installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • —None — Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System VerHications: • Duct Sealing Domestic Hot Water System Verifications: • —None — ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included In the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)' 280.29- 264.40 15.89 5.7% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Kelly Residence 1426 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area M Avg. Calling Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC Systems 1426 8 DHW Sys 1 Registration Number: 216-A0307663A-000000000.0000 Registration Date/Time: 2016-08-17 22:49:07 HERS Provider: Ca10ERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-04072016-744 Report Generated at: 2016-08-17 22:36:44 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 22:32, Wed, Aug 17, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xml CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Zone 1 R-19 Walli 225 Front 260 75 90 Altered N/A Lett Wall Zone 1 R-19 Walli 315 Left 315 64 90 Altered N/A Rear Wall Zone 1 R-19 Walli 45 Back 297 105 90 Altered N/A Right Wall Zone 1 R-19 Walli 135 Right 309 42 90 Altered N/A Right Wail Master Zone 1 R-13 Wall 135 Right 119 9 90 Altered N/A Rear Wall Master Zone 1 R-13 Wall 45 Back 126 16 90 Altered N/A Left Wall Master Zone 1 R-13 Wall 315 Left 119 12 90 Altered N/A Vaulted Wall Adi Attic Zone 1>>Attic Zone 1 R-19 Wall 12 0 Altered N/A Roof Zone 1 R-38 Roof Attic 1426 Altered N/A Raised Floor Zone 1 R-19 Floor Crawlspace 1426 Existing No Front Wall 2 Garage R-0 Wall 225 Front 259 34 90 Altered N/A Left Wall 2 Garage_ _R-0 Wali' 315 Left 264 0 90 Altered N/A Right Wall 2 Garage_ ''R-0 Wall 135, Right 264 105 90 Altered N/A Interior Garage Rear Garage »Zone 1 R-19 Wall 259 0 Altered N/A Roof 2 Garage_ R-0 Roof Attic - ' 400 Altered N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emlttance Radiant Basler Cool Roof Statu s Verified Existing Condition Attic —Garage_ Attic Garage Roof Cons Ventilated 6 0.1 0.85 No No ARere d No Attic Zone 1 Attic RoofZone 1 Ventilated 6 0.1 0.85 No No Alta fe No Registration Number: 216-A0307663A-000000000-0000 Registration Date/1-1me: 2016-08-17 22:49:07 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-M72016-744 Report Generated at: 2016-08-17 22:36:44 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R -PRF -01 Project Name: Kelly Residence Calculation DateMme: 22:32, Wed, Aug 17, 2016 Page 4 of 8 Calculation Description: Title 24 Analysis input File Name: T2416-389.xm1 WINDOWS 01 03 . r 01 02 03 04 OS 06 07 08 09 10 11 Name Surface(Orientation-Azimuth) Multlplle Width(ft) Height (ft) r Area (W) 11.11 -factor SHOC Exterior Shading Status VerMed Existing Condition Altered Fenestration Front Wall (Front -225) - - 1 45.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration Front Wall (Front -225) --- 1 10.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 2 Left Wall (Left -315) - - 1 34.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration 2 Left Wall (Left -315) -- 1 30.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 3 Rear Wall (Back -45) - - 1 86.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration 3 Rear Wali (Back -45) - - 1 2.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 4 Right Wall (Right 135) - - 1 34.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration 4 Right Wall (Right -135) - -- 1 8.0 0.32 0.25 Insect Screen (default) New N/A Window Right Wall Master (Right135) - - - 1 9.0 0.32 0.25 Insect Screen (default) Altered N/A Window 2 Rear Wall Master (Back -45) - -- 1 16.0 0.32 0.25 Insect Screen (default) Altered N/A Window 3 Left Wall Master (Left -315) - 1 1 12.0 0.32 0.25 Insect Screen (default) Altered N/A DOORS 01 03 . r 04 ' 05 06 Name Side of Building; Area-(ftlj-,- _ -U-factor: Status Verlfled•Existing Condition Door Front Wall 20.0 0.50 Wtered No Door 2 Rear Wall17.0 0.50 Altered No Registration Number: 216-A0307663A-000000000-0000 Registration Datefrime: 201608-17 22:49:07 HERS Provider: CaICERTS Inc. CA Building EnereEfficiency Standards - 2013 Residential Compliance Report Version - Ullk- 072016-744 Report Generated at: 2016-08-17 22:36:44 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation DateMme: 22:32, Wed, Aug 17, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xm1 CF1 R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Total Cavity Winter Design Solar Fraction N Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Annual Altered No • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. /2x4 • Exterior Finish: Wood R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.302 Siding/sheathing/deddng Ceilings (below Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/ Frame: no insul. /ax4 • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2r6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 In. O.C. R 19 0.067 Other Side Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 Top Chid 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/dedcing Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling In. O.C. none 0.644 Rooting: Ught Roof (Asphalt Shingle) • Cavity/ Frame: no insul. /2x4 Top Chid 2x4 Top Chord of Roof Truss @ 24 • Roof Deck. Wood Siding/sheathing/decking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted Floors Over • Floor Deck: Wood Siding/sheathing/deddng R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x8 @ 16 in. O.C. R 19 0.047 • Cavity/Frame: R-19/aka _ _ _ _ • Inside Finish: Gypsum Board • Cavity/ Frame: R-19 12x6 • Exterior Finish: Wood R-19 Wall1 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/dedking • Inside Finish: Gypsum Board Ceilings (below • Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 • Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/ Frame: R-13 /2x4 • Exterior Finish: Wood R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Altered No Registration Number: 216A0307663A-000000000-0000 Registration Date/rime: 201608-17 22:49:07 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-=72016-744 Report Generated at: 2016-08-17 22:36:44 WATER HEATERS 01 . O2 03.. 04 05 .06 • 0 .. Name Name Heater Element Type Tank Type •Tank Volume.:. (geQ Energy Factor or Efficiency Input Rating : Tank'Exterior Insolation• R -value :Standby Loss (Fraction) DHW Heater 1 :Propane Small Storage 50 0.6 EF `40000-btu/hr 0 0 WATER HEATING. -HERS. VERIFICATION 01 02. :03 ... .. :: .. 04' 05 06 07 Name Pipe Insulation Parellel-Piping - 'Point -of Use, 01 . RecirculationLwith. Sensor Control 02. 03 04 '05; n/a .. Na .. n/a SPACE CONDITIONING SYSTEMS 01 02. :03 ... .. :: .. 04' 05 06 07 Name Pipe Insulation Parellel-Piping Compact Distribution 'Point -of Use, '. Reclrculatlon•wlth.: Manual Control . RecirculationLwith. Sensor Control DHW Sys 1 n/a . . Na n/a: n/a .. Na .. n/a SPACE CONDITIONING SYSTEMS 01 02. :03 ... .. :: .. 04' 05 06 . :07 - `_' .. 08 Efficiency. .. Multi -speed 'Nesting System Coolln g System System Type EER' " SEER Zonally Controlled .. HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning. . - — - . 14 Distribution - Fan Floor Area. Verified Existing. Name. Sy Type :. stem Name r Name . Ducted System , System: Served - : Status ' : Condition - HVAC-Systeml- C►therHeatingand CoolingSystem Heating; Com Yes 'Cooling f Y 'f it Lyes Air,Distnbution System HVAC; Fan > 1426 Altered No Y Hent 1 a r*",1 Componen6l"..i ``,i 1.` }jt�l.'_t ..tiz 'U, Wit-. . if HVAC - HEATING SYSTEMS 01 Name ,Type .. Efficiency. • Heating Component 1 . CnMFurnace -Fuel-ftred central furnace: 80 "AFUE HVAC - COOUNG SYSTEMS . 01 02 OS 04 as 06 07 Efficiency. .. Multi -speed Name System Type EER' " SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning. . 12 14 No No : Cooling Component system 1 -hers -cool Registration Number: 216-A0307663A-000000000-0000' ' Registration Date/Time: 2016-08-17 22:49:07 HERS.Provider: _ CaICERTS inc. .: . . CA Building Energy, Efficiency Standards = 2013 Residential Compliance Report Version- CF1R-=72016-744 Report Generated at: 2016-0847 22:36:44 CERTIFICATE OF COMPUANCE•= RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF=01 Project Name: Kelly Residence Calculation DateMme: 22:32; Wed,'Aug 17,.2016 Page 7 of 8 Calculation Description: Title 24 Analysis-3Input File Name: T241689-xm1. HVAC - DISTRIBUTION SYSTEMS 01: 02 03 .04 HVAC DISTRIBUTION - HERS VERIFICATION','-', 01 02'03 03: 04 04 05 06 •07 08 09 10 Name_ Nerve- Required a. •',' f`: E8.0 f f Insulation 'R Supply Duct Return Duct Existing HERS Type Duet Leakage . -value Location Location Bypass Duct Status Condition Verification Air. Distribution System 1 Ducts located In -attic _ Sealed and tested 6..0 Attic Attic None Altered No Air Distribution. System ' 1 -hers -dist HVAC - DISTRIBUTION SYSTEMS 01: 02 03 .04 HVAC DISTRIBUTION - HERS VERIFICATION','-', 01 02'03 03: 04 04 05: 06 - Name. Duct Leakage-- ^ " Veriflsation• - ` Duct Leakage fTar to %` # s 9 ( ) " t f }i ('�" Verifled Duct Location Verified Duct Design Return Supply. Air Distribution System 1 -hers -dist Required a. •',' f`: E8.0 f f + j . '� ii , t e N HVAC -FAN SYSTEMS &-HERS VERIFICATION • ', t7 . Tz 01.`. 02' 03: 04 Name Type :. ' . Fan: Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan:.' Required IAQ (Indoor Air Ousllty)"FANS 01 .02 .. ..03- 04. 05 NameIAQ CFM IAQ Fan Type IAO Recovery Effectiveness(%) HERS Verification SFam tAClVentRpt 0 Default' '0Not - Required Registration. Number: 216-A0307663A-000000000-0000 Registration Date/rime: • . _ 2016 OH 17 22:49:07 HERS Provider:: CaICERTs inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance. Report Version : CE1R-04072016-744: ReportGenerated'at:.2016-08-17 22:36:44: ' DOCUMENTATION AUTHOR's'DECLARATION STATEMENT . • . `. 1: I certify 'that this Certificate of Compliance documentation is accurate and complete. : • ' Documentation Author Name: Documentation Author Signature: -Tim Lindsey %cwria��rsi Company: ...: :.: f Signature Date:: - ' Barrish Pelham & Associates, Inc :. 2016-08-17;22:47:39 Address: CEA/HERS.Certification• Identification. (If applicable): . 3001 • E. Street City/State/Zip:. " . Phone: Sacramento, CA, 95816 " .: .. :.: 916-418=91.00. RESPONSIBLE PERSON'S DECLARATION STATEMENT certify the following under penalty, of perjury, under the laws of:the State of.California: 1'. 1 am eligible. under. Division 3 of,the,Business and Professions Code to aooept responsibility for the building'de'sign. identified .on this Certificate"of.Compliance, ... . . 2. t certify that the energy features andperformance speafications identified oRthis Certificate of Compliance conform to the requirements of Ttle'24; Part 1' and•Part 6 of the California Code of Regulations. 3. The. building design features or system design features. ident�ied on this Certificate of Compliance are consistent with the inbrmation, provided on otherapplicable compliance documents worksheets; calculations, plans. and specifications submitted'foahe enforcement agency for approvaL,with thlsbuildin ermit lication: 9 P w aPP Responsible Designer Name:Responsible Designer Signturp :Peter Sandlin f �. i.1,W...., ,1_ g'.:�: .,r ,s b., :-0.$'�re.�G.ri Company: f Date:Signed.. r -t � -Bar6sh Pelham & Associates, Inc' 201-6-68-1-7.22:49:07 '. Address: License: 3001.E-Stredt City/State/zip: Sacramento; CA 95816' .... :. ::. 916-418-91'00: RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Kelly Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 8/17/2016 Project Address 6520 Shaw Circle Magalia California Energy Climate Zone CA Climate Zone 16 Total Cond. Floor Area 1,426 Addition 0 # of Units 1 INSULATION Construction Type Area Cavi(ft) Special Features Status Floor Wood Framed w/Crawl Space R 19 1,426 Existing Wall Wood Framed R 19 907 Altered Door Opaque Door - no insulation 37 Altered Roof Wood Framed Attic R 38 1,426 Altered Wall Wood Framed R 13 327 Altered FENESTRATION Orientation Area ft2 I Total Area: 2861 Glazing Percentage: 20.1 % U -Fac SHGC Overhang Sidefins New/Altered Average U -Factor. 0.32 Exterior Shades Status Front (SW) 45.0 0.320 0.25 none none Bug Screen Altered Front (SW) 10.0 0.320 0.25 none none Bug Screen New Left (NW) 46.0 0.320 0.25 none none Bug Screen Altered Left (NW) 30.0 0.320 0.25 none none Bug Screen New Rear (NE) 102.0 0.320 0.25 none none Bug Screen Altered Rear (NE) 2.0 0.320 0.25 none none Bug Screen New Right (SE) 43.0 0.320 0.25 none none Bug Screen Altered Right (SE) 8.0 0.320 0.25 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R -Value Status HVAC System Ducted Ducted Attic 6.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Storage Gas 50 0.60 Standard Altered EnemvProti.7 by Ene Soft User Number. 7050 RunCode: 2016-08-17722:36:15 ID: 16-389 Pae 11 of 15 2013 Low -Rise Residential Mandatory Measures Summary NOTE. Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the COMDliance aDDroach used. Excentions may annly. Review the resnertive rnde vertinn fnr mnre inArmntinn Building Envelope Measures: §I 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of §10-111 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. §150.0(g)l: In Climate Zones 14 and 16 a Class lI vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl.spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets therequirements of § 110.8 §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or a combustion -air control device. § 150.0(e) I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space -Conditioning, Water Heating and Plumbing System Measures: § 110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §I 10.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §I 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). §150.06)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.06)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.06)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § 150.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. r• - r . 2013 -Low=Rise Residential Mandatary Measures Summary ` § 150.06)2C: Pipe for cooling system lines shall be insulated as specified in § 150.06)2A. Piping insulation for steam and hydronic heating ' systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. - ' Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I 150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor 1.§ retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)l : space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. 6150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency roved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are. sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §,150.0(m)l:. ' with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or - aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(M)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other require ents specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. ` § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually opera_ ted dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §l50.0(m)9:' limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum,' sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)ll: , sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. ' Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § I50.0(m)13: space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § I kO(m)15: an mow from the dwelling, through the air handler fan and delivered to the dwelling, of > 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic x testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(0'): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: ' Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a):. .. Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - ed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k) lA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0 The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k)1C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of 150.0 § I50.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § I50.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § I50.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (FMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if. it §150.0(k)2H:. functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of § 130.5• and all other requirements in § 150.0(k)2. § I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0 2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § I50.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §I50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary � 2 - n ' t � •y iY i r a. Photocontrol not having an. override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is.' programmed to automatically tum the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor li ting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or 't ii. Shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. §150.0(k)9C:. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply, with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for ,§150.0(k)11: nonresidential garages in § 110.9, § 130.0, § 130. 1, § 130.4, 140.6, and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more .than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B- i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, ' shall comply with the requirements of § 110.10 throw 110.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the re uirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §1 10.10(b)]: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. ' § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be .. located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main seivice panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): c A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. 4. § 110.10(e) L' The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a "future § 110.10(e)2: solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". � 2 - n ' t � •y iY i r BUILDING ENERGY ANALYSIS REPORT 4;a PROJECT: Kelly Residence r 6520 Shaw Circle Magalia, CA 95954 ' Project Designer: ' Barrish Pelham 3001 E St Sacramento, CA 95816 (916) 418-9100 ` Report Prepared by: Barrish Pelham f BUTTE COUNTY SEP 2 2 2016 DEVELOPMENT SERVICES fo Job Number: ` 16-389 f -C �i. Date: 9/21/2016 The EnergyPro computer program has been used to perforin the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. 'hNnergyPro 67by EnergySoft User Number. 7050 ID: 16-389 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T24 16-389.xm1 CFI R -PRF -01 Page 1 of 8 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Kelly Residence 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ff2-yr) 03 Project Location 6520 Shaw Circle Compliance Margin Percent Improvement 04 City Magalia 05 Standards Version Compliance 2015 06 Zip Code 95954 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ16 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 225 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1651 15 Number of Zones 1 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 0 19 Natural Gas Available No 20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 17.3% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or,verificatiori by a certified HERS rater, under the supervision of a CEC-approved HERS provider. Registration Number: 216-A03076638.000000000-0000 Registration Date/Time: 2016.09-21 1339:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-M72016-744 Report Generated at: 2016-09-2113:31:37 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ff2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 143.28 124.02 19.26 13.4% Space Cooling 18.25 15.31 2.94 16.1% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 36.18 44.01 -7.83 -21.6% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 197.71 183.34 14.37 7.3% Registration Number: 216-A03076638.000000000-0000 Registration Date/Time: 2016.09-21 1339:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-M72016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation DateMme: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T24 16-389.xmi REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CFI R -PRF -01 Page 2 of 8 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • - None - Cooling System Verifications: • Minimum Airflow, • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • -None - ENERGY DESIGN RATING 01 This is the sum of the annual TDV energy consumption for energy use components included in the performance oorripliaince approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic'appliances and consumerelecitonics) and accounting for the annual TDV energy offset by an on-site renewable energy system. ! , 'Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* '258.15 - 243.78 14.37 5.6% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Kelly Residence 1651 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC Systeml 1651 8 DHW Sys 1 Registration Number: 216-Ao307663B-000000000.0000 Registration Date/rime: 201609-21 113:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xml CFI R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft� Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Zone 1 R-19 Wahl 225 Front 260 75 90 Altered WA Left Wall Zone 1 R-19 Wahl 315 Left 315 64 90 Altered N/A Rear Wall Zone 1 R-19 Wahl 45 Back 297 105 90 Altered WA Right Wall Zone 1 R-19 Wahl 135 Right 309 42 90 Altered WA Right Wall Master Zone 1 R-13 Wall 135 Right 119 9 90 Altered WA Rear Wall Master Zone 1 R-13 Wall 45 Back 126 16 90 Altered WA Left Wall Master Zone 1 R-13 Wall 315 Left 119 12 90 Altered WA Vaulted Wall Adj Attic Zone 1 »Attic Zone 1 R-19 Wall 12 0 Altered WA Roof Zone 1 R-38 Roof Attic 1651 Altered WA Raised Floor Zone 1 R-19 Floor Crawispace 1651 Existing No Front Wall 2 _Garage_ R-0 Wall 225 Front 259 34 90 Altered N/A Left Wall 2 Garage_ R70 Wall f315? ! ;Left , 264 0 90 Altered WA Right Wall 2 _Garage_ /'R,O Wall 135` Right 264 105 90 Altered WA Interior Garage Rear _Garage_>>Zone 1 R-19 Wall 259 0 Altered WA Roof 2 _Garage R-0 Roof Attic - 400 Altered N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Radiant Statu Verified Existing Name Construction Type Roof Rise Roof Reflectance Roof Emlttance Barrier Cool Roof s Condition Attic Attic Garage Roof Cons Ventilated 6 0.1 0.85 No No Altdere No _Garage_ Attic Zone 1 Attic RoofZone 1 Ventilated 6 0.1 0.85 No No Altdefe No Registration Number: 216-A0307663&000000000-0000 Registration Date/1 ime: 2016-09-21 13:39:42 HERS Provider: CalCERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation DateMme: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T24 16-389.xmi CF1 R -PRF -01 Page 4 of 8 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplle r Area (ft� 11,111 -factor SHGC Exterior Shading Status Verified Existing Condition Altered Fenestration Front Wall (Front -225) ---- - 1 45.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration Front Wall (Front -225) -- - 1 10.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 2 Left Wall (Left -315) ---- --- 1 34.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration 2 Left Wall (Left -315) - -- 1 30.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 3 Rear Wall (Back -45) - - 1 84.0 0.32 0.25 Insect Screen (default) Altered N/A Additional Fenestration 3 Rear Wall (Back -45) --- --- 1 4.0 0.32 0.25 Insect Screen (default) New N/A Altered Fenestration 4 Right Wall (Right -135) - - 1 34.0 0.32 0.25 Insect Screen (default) Altered WA Additional Fenestration 4 Right Wall (Right -135) --- -- 1 8.0 0.32 0.25 Insect Screen (default) New WA Window Right Wall Master (Right -135) -- -- 1 9.0 0.32 0.25 Insect Screen (default) Altered WA Window 2 Rear Wall Master (Back -45) -- - 1 16.0 0.32 0.25 Insect Screen (default) Altered WA Window 3 Left Wall Master (Left -315) - ---- 1 12.0 1 0.32 0.25 Insect Screen (default) Altered WA I I. DOORS 01 u L03 <r- .• / .: 04 n 05 06 Name Side of Buliding .-j ' Area' 6.4 __,U -factor '- Status Verified Existing Condition Door Front Wall 20.0 0.50 Altered No Door 2 Rear Wall 17.0 0.50 Altered No Registration Number: 216Ao307663B-000000000-0000 Registration Date/Time: 2016-09.21 13:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Datefrime; 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T24 16-389.xmi CFI R -PRF -01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Total Cavity Winter Design Solar Fraction (0/0) Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Annual Altered No • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. /2x4 • Exterior Finish: Wood R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.302 Siding/sheathing/deddng Ceilings (below • Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 • Cavity/ Frame: no insul. /aro • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R19 0.067 • Other Side Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/dedring Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Cavity / Frame: no insul. / ar4 Top Chid - 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/dedong Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) Floor Surface: Carpeted R-19 Floor Crawlspace Floors Over Crawlspace r Wood Framed Fltmr� -- -J( :',`2x8'@ 16 inrO.C.fR 19 '� ' - X0.047 Floor Deck: Wood Siding/sheathing/decking •Cavity /Frame: R -19/2x8 Inside Finish: Gypsum Board 7 Cavity/Frame: R -19/2x6 • Exterior Finish: Wood R-19 Walll Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below • Cavity/Frame: R-9.1 /aro R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 • Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R -13/2x4 • Exterior Finish: Wood R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number Heaters ssf Solar Fraction (0/0) Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Altered No Registration Number: 216-A0307663&000000000.0000 Registration Datefrime: 2016.09-21 13:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xm1 CFI R -PRF -01 Page 6 of 8 WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Storage 50 0.6 EF 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Multi -speed Heating System Cooling System System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 12 14 Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC Systeml Other Heating and Heating Yes jCooling T_7�e's Ar.Distribution HVAC Farr 1651 Altered NoCooling System Component 1 - Component'System 1 , 1' HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 80 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Efficiency Multi -speed Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 12 14 No No Cooling Component system 1 -hers -cool Registration Number: 216-A0307663B•000000000-0000 Registration Date/Time: 2016-09-21 13:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Kelly Residence Calculation Date/Time: 13:27, Wed, Sep 21, 2016 Calculation Description: Title 24 Analysis Input File Name: T2416-389.xmi CFI R -PRF -01 Page 7 of 8 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Alrflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Air Distribution System 1 -hers -dist Required 6.0 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Air Distribution System 1 Ducts located in attic Sealed and tested 6.0 Attic Attic None Altered No System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 102 03 04 05 06 Name Duct Leakage Verification Duct Leakage Target (%) : Verified Duct Location Verified Duct Design Return Supply Air Distribution System 1 -hers -dist Required 6.0 -- — HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (WattstCFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS VerlHcadon SFam IACIVentRpt 0 Default 0 Not Required Registration Number: 216•A0307663&000000000-0000 Registration Date/rime: 2016-09-21 13:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 Report Generated at: 2016-09-2113:31:37 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE'METHOD _ CF1 R -PRF -01 Project Name: Kelly Residence Calculation Date/Tlme: 13:27, Wed, Sep. 21 2016 Page 8 oft Celculatlon Description: Title 24 Analysis Input. File Name: T241 &389.xm1 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance'documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Tim Lindsey Company: Signature Date: Barrish Pelham & Associates, Inc 2016-09-21.13:37:57" Address:. CEA/HERS Certification Identification (If applicable): 3001 E Street City/State/Zip: Phone:. Sacramento, CA 95816 916-418-9100 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance: 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part B of the California Code of Regulations. 3. The building design features or.system design features identified -on this Certificate of Compliance are consistent with.the information provided on other applicable compliance documents, worksheets, calculations, plans and -specifications -submitted to -the enforcement.agency.for approval.withahis:building.permit'appllcation. . _ Responsible Designer Name: �` �', t fl 1 Responsible Designer Signature: Peter Sandlin'� Company:�- Date,Signed: Barrish Pelham& Associates, Inc 2016-09-21 13:39:42 Address: License: .3001 E Street SE 4901 City/State/Zip: Phone: Sacramento, CA 95816 916-418=9100 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-A0307663B-000000000-0000 Registration Date/Time: . 2016-09-21 13:39:42 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-04072016-744 Report Generated at: 2016-09-2113:31:37 TABLE OF CONTENTS Cover Page 1 'Table of Contents 2 Form CF -1 R -PRF -01-E Certificate of Compliance 3 Form RMS -1 Residential Measures Summary 11 Form MF -1 R Mandatory Measures Summary 12 J - f . t r •. r l , y t 1 1 EnergyPro 6.7 by EnergySoft Job Number. ID: 16-389 User Number. 7050 RESIDENTIAL MEASURES SUMMARY . RMS -1 Project Name Kelly Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 9/21/2016 Project Address 6520 Shaw Circle Magalia California Energy Climate Zone CA Climate Zone 16 Total Cond. Floor Area 1,651 Addition 0 # of Units 1 INSULATION Construction Type Area Cavi Special Features Status Floor Wood Framed w/Crawl Space R 19 1,651 Existing Wall Wood Framed R 19 907 Altered Door Opaque Door - no insulation 37 Altered Roof Wood Framed Attic R 38 1,651 Altered Wall Wood Framed R 13 327 Altered FENESTRATION Orientation Area ft2 I Total Area: 286TGlazing Percentage: 17.3 % U -Fac SHGC Overhang Sidefins New/Altered Average U -Factor. Exterior Shades 0.32 Status Front (SW) 45.0 0.320 0.25 none none Bug Screen Altered Front (SK) 10.0 0.320 0.25 none none Bug Screen New Left (NKK 46.0 0.320 0.25 none none Bug Screen Altered Left (NW) 30.0 0.320 0.25 none none Bug Screen New Rear (NE) 100.0 0.320 0.25 none none Bug Screen Aftered Rear (NE) 4.0 0.320 0.25 none none Bug Screen New Right (SE) 43.0 0.320 0.25 none none Bug Screen Altered Right (SE) 8.0 0.320 0.25 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R -Value Status HVAC System Ducted Ducted Attic 6.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Storage Gas 50 0.60 Standard Altered EnemvPro 6.7 by EnemySoft User Number. 7050 RunCode: 2016-09-21713:31:16 ID: 16-389 Pae 11 of 15 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. Exceptions may aDDIv. Review the respective code section for more information. Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-111 (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CFIR. §110.86): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). § 150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class U vapor retarder shall be installed on the conditioned space side of all insulation in all exterior § 150.0(g)1: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class 11 § I50.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class 11 vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.00): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets therequirements of § 110.8 § 150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150.0(e) lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or a combustion -air control device. § 150.0(e)1 C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. §150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0 2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). §150.00)]A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.06)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.06)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § 150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § I50.06)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. § 150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. §150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency roved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)l: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than'/. inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § I50.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(m)8: Grav!ty ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §I50.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13: space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of > 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - ed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k)IA: Installed luminal s shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0 The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)IC: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)ID: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k)lE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k) l F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0 § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if. it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if. it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5 • and all other requirements in § 150.0(k)2. § I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy,or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 :L`ow-Rise Residential Mandato` Measures Suinma V, . a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically tum the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of E - an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the ' • ' requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and,. is programmed to automatically tum the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: '' following requirements: - !y . ' - i. Shall comply with § 150.0(k)9A; or .. ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, 140.7 and §141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. - §150. . 0(k)9b: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply ' with the applicable requirements in 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined , ` according to § 13 0.0 c . § 150 0(k)11:.' Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in 110.9 130.0, 130.1, 130.4, 140.6 and 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: §150.0(k)12B: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each + space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed'complete, by the enforcement agency, on or after January 1, 20149. - shall comply with the requirements of § 110.10 through 110.10 e . ' § 110.10(a)2: Low-rise multi -family buildings shall comply with therequirements of § 110.10 through § 110.10(d). ' The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke i �' ► ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a ' local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for ' §1 10.16(b)l: buildings with roof areas greater than 10,000 square feet. rFor single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the ' building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A:' No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be Iodated in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice, § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the ro 'horizontal projection of the nearest point of the solar zone measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §1 10.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of •. .t,, f interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating r system. § 110.10(d):'� ' a A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. §110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. - .. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a §1 10.10(e) 2: Riture solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". tri �`- • � � r; �. �, t v • �