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Home My WebLink AboutB16-0258 065-370-025BUTTE COUNTY MAY 2 `6 2016 DEVELOPMENT SERVICES 8t-vasg STRUCTURAL CALCULATIONS CLIENT: Wally Douglass PROJECT: New Single -Family Home PROJECT 14781 Pine Cone Way LOCATION: Magalia, CA JOB NUMBER: 2220 DATE: 05/06/16 Q�ofESSIpH i 53 0 m M 7 � � OF SEAL APPLIES TO SHEETS 1 THRU A LOADING CRITERIA BASED ON THE 2013 CALIFORNIA BUILDING CODE: SEISMIC DESIGN CATEGORY: D WIND SPEED V (3 SECOND GUST): 110 mph WIND EXPOSURE: B REVIEWED FOP, CODE COMPLIANCE SOIL BEARING: 1500 psf (per CBC Table 1806.2) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN JUN 09 2016 THESE CALCULATIONS ? No BREW Vu� ITAS NINTH Xrifkiz iNv%. NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. TRUSS STATEMENT: has reviewed the trusses submitted by Homewood Truss and dated 4/29/16 for this project. The review was provided to insure that the truss designer used the proper gravity and lateral loading for the design of the trusses. The designer shall bear the entire responsibility for the design and bracing of the trusses. All truss to truss connections are designed by the truss mfg. 5Z! ,�� b.-DZS$ PERMIT #B� OUNTY pEEVEkOPMENT SERVICES Pagel REVIEWED ED FO CODE 10/ `L.IANCE 60 Independence Circle, Ste. 201 • Chico, CA 95973 • x530}$924 -100—A_ __ -fak 892`- FW_-&DPr GRAVITY LOADS: DEAD LOAD: LATERAL LOADS: ROOF: PITCH: 10:12 COMP. ROOFING 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.5 PSF R-38 INSULATION (OPTIONAL) 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.5 PSF DEAD LOAD 14.7 PSF PITCH INCREASE FOR DEAD LOAD 1.3 PSF TOTAL DESIGN DEAD LOAD 16.0 PSF BY: JMR DATE: 5/6/2016 JOB NO: 2220 PAGE: 2 LIVE LOAD PER TABLE 4-1 OF ASCE 7-10 = 20.0 PSF (REDUCIBLE) (LIVE LOAD MAY BE REDUCED FOR PITCH / TRIBUTARY AREA AS SHOWN BELOW) PER ASCE 7-10 EQUATION (4.8-1) Lr = Lo R, R2 WHERE 12 PSF < Lr < 20 PSF Lr = REDUCED LIVE LOAD OF HORIZONTAL PROJECTION (PSF) TRIBUTARY AREA < 200 SQ. FT. LIVE LOAD (BASED ON PITCH) 14.0 PSF SNOW LOAD (@2567 FT. ELEVATION) 55.0 PSF TOTAL LOAD 71.0 PSF FOR LATERAL DESIGN USE 20% OF SNOW LOAD PER ASCE 7-10 12.7.2 (IF THE FLAT ROOF SNOW LOAD > 30 PSF) GRAVITY ROOF LOAD USED FOR LATERAL CALCS = 27 PSF (INCLUDES ROOF DEAD LOAD) 43.0 WIND: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW SEISMIC: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW GENERAL NOTES: 1. The Engineer is only responsible for the structural items as noted in the following calculations. If changes are made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil. These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. 60 Independence Circle, Ste. 201 0 Chico, CA 95973 0 (530) 892-1100 0 Fax: 892-1115 i S LOFT -_0 BY. J rl ?, DATE: 101( �; JOB NO: 2 Z 2 © PAGE 2OF • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE (530) 892-1100 - FAX: (530) 892-1115 ATHPOOM LAUNDRY SUN ROOM N x'99'-0 1/2. o O i -9 112 KITCI,�iEPd r2l, 8•-7 1/B• •; 7 t l `• a f N lei � '• b. N I DIN-1,M'IG ROOM I LIVII46 ROOM a I•° 8'-7 11 8'-11 7/8• BY. J rl ?, DATE: 101( �; JOB NO: 2 Z 2 © PAGE 2OF • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE (530) 892-1100 - FAX: (530) 892-1115 Date: c,7 It (o Job No. 'Z'ZSO Page q- Of SHEAR WALL SCHEDULE SHEAR WALL A B C D E F G SEISMIC SHEAR PLF 260 350 490 640 730 760 980 WIND SHEAR PLF 335 485 600 820 934 975 1260 3/8" PLYWOOD' -2 OR EXT. RATED OSB CDX CDX CDX CDX STRUC.1 CDX CDX ONE SIDE ONE SIDE ONE SIDE ONE SIDE ONE SIDE ITWO SIDES TWO SIDE EDGE NAILING 8d Q 6" 8d @ 4" 8d @ 3" 1 8d @ 2" 1 8d @ 2" 1 8d @ 4" 8d Q 3" FIELD NAILING 8d 12" 8d @ 12"1 8d 12" 1 8d @ 12" 1 8d @ 12" 1 8d @ 12" 8d @ 12" STUD SIZE AT VERTICAL PLYWOOD JOINT 2 x STUD 2 - 2x studs nailed together w/ 2 rows 16d sink. At 12" o.c. for full hei ht of studs 4x post may be used in place of 2 - 2x FOUNDATION SILL PLATE THICKNESS 1 1/2" 1 1/2" 1 1/2" 21/2" 21/2" 2 1/2" 21/2" CLIP, BLOCK 4 TO PLATE LS70 @ 24" o.c. LS70 @ 20" o.c. LS70 @ 16" o.c. LS70 @ 12" o.c. LS70 @ 10" o.c. LS70 @ 10" o.c. LS70 @ 8" o.c. 5/8" A.B. SPACING 48" o.c. 34" o.c. 1 13" o.c. 24" o.c. 22" o.c. 21" o.c. 16" ox 1/2" A.B. SPACING 34" o.c. 23" o.c. 9" o.c. 16" o.c. 15" o.c. 14" o.c. 11" o.c. NOTES: 1. Over Douglas -Fir studs @ 16" o.c. with Hem -Fir top and bottom plates or equivalent 2. All panel edges backed with 2 -inch nominal or wider framing u.o.n. 3. If machine nails are used, then nails with partial heads are not permitted. 4. Simpson manufactured clips at 24" o.c. for entire balance of wall line. "Block" may be truss chord or rafter per detail. 5. Anchor bolts shall have a minimum 3" x 3" x.229" thick steel plate washer. DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL A B C D E F G SEISMIC SHEAR PLF 260 350 490 640 730 760 980 WIND SHEAR PLF 333 472 600 820 934 975 1260 2X SILL SCREW INTO SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" BLOCK OR RIM JST. @ 20" o.c. @ 14" o.c. @ 11" o.c. 8" o.c. 7" o.c. @ 6" o.c. @ 5" o.c. SILL SCREW CAPACITY 336 480 611 840 1 960 1120 1344 5/8" A.B. CAPACITY 344 486 635 866--j-934 978 1284 1/2" A.B. CAPACITY 333 493 629 876 934 1001 1274 NOTES: Simpson SDS 1/4 x 6" Wood Screws per Simpson with 1.6 increase for Cd Capacity of SDS 1/4" x 6" Wood Screw in 1 1/2" wood = 560 # / screw 2. Design capacity of bolts per Table 11 E of the 2012 NDS with Cd =1.6 per Table 2.3.2. Capacity of 1/2" Anchor Bolt in 2x sill = 1.6 *590# = 944# / Bolt Capacity of 1/2" Anchor Bolt in 3x sill = 1.6 *730# = 1168# / Bolt Capacity of 5/8" Anchor Bolt in 2x sill = 1.6 *860# = 1376# / Bolt Capacity of 5/8" Anchor Bolt in 3x sill = 1.6 *1070# = 1712# / Bolt 3. Reduce A.B. capacity in note 2 by 50% for 2x sill plate when allowable shear per foot Is > than 350 pif < 600 plf 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 0 Fax: 892-1115 ream in BY: JMR DATE: 10' f2 - JOB JOB NO: 'Z -22D PAGE: NOTE: WHEN MULTIPLE MEMBERS ARE USED THEY SHALL BE NAILED TOGETHER TO ACT AS ONE MEMBER W/ 2 ROWS 16d SINK. AT 12" O.C. FOR THE FULL HEIGHT OF THE MEMBER FOOTING SCHEDULE FOR SOIL BEARING = 1500 PSF POST SCHEDULE BASED ON 2013 CBC LOAD (KIPS) MARK POST SIZE LUMBER GRADE MAX. Lu MAX. LOAD @ POST MAX. LOAD @ HEM FIR PL. MAX. LOAD @ D.F. PLATE P1 2x4 STANDARD 9' 1,500 LBS 2,100 LBS 3,200 LBS P2 2-2x4 STANDARD 9' 2,800 LBS 4,200 LBS 6,500 LBS P3 3-2x4 STANDARD 9' 5,000 LBS 6,300 LBS 9,700 LBS P4 2 x 6 STANDARD 9' 2,200 LBS 3,300 LBS 5,100 LBS P5 2-2x6 STANDARD 9' 5,000 LBS 6,600 LBS 10,000 LBS P6 3-2x6 STANDARD 9' 12,000 LBS 10,000 LBS 15,000 LBS P7 4 x 4 D.F. #1 9' 5,000 LBS 4,800 LBS 7,500 LBS P8 4 x 6 D.F. #1 9' 8,000 LBS 7,800 LBS 12,000 LBS P9 4 x 8 D.F. #1 9' 10,000 LBS 10,200 LBS 16,000 LBS P10 6 x 6 D.F. #1 9' 20,000 LBS 12,200 LBS 19,000 LBS P11 6 x 8 D.F. #1 9' 28,000 LBS 16,700 LBS 26,000 LBS P12 3.5 x 3.5 1.8 PARALLAM PSL 9' 6,100 LBS 4,900 LBS 7,600 LBS P13 3.5 x 5.25 1.8 PARALLAM PSL 9' 9,100 LBS 7,400 LBS 11,000 LBS P14 3.5x7 1.8 PARALLAM PSL 9' 12,200 LBS 9,900 LBS 15,000 LBS P16 5.25 x 5.25 1.8 PARALLAM PSL 9' 23,400 LBS 11,100 LBS 17,000 LBS P16 5.25 x 7 1.8 PARALLAM PSL 9' 31,300 LBS 14,800 LBS 23,000 LBS P17 7 x 7 1.8 PARALLAM PSL 9' 34,000 LBS 19,800 LBS 31,000 LBS NOTE: WHEN MULTIPLE MEMBERS ARE USED THEY SHALL BE NAILED TOGETHER TO ACT AS ONE MEMBER W/ 2 ROWS 16d SINK. AT 12" O.C. FOR THE FULL HEIGHT OF THE MEMBER WHERE F'c = 2,500 FOOTING SCHEDULE FOR SOIL BEARING = 1500 PSF MARK LOAD (KIPS) FOOTING DIMENSIONS (INCHES) WIDTH LENGTH THICKNESS MINIMUM STEEL REQUIRED #4 REBAR EVENLY SPACED F1 2.7 16 16 12 2 EA. WAY 3" CLR. F2 4.2 20 20 12 3 EA. WAY 3" CLR. F3 6.0 24 24 12 3 EA. WAY 3" CLR. F4 7.0 28 28 12 4 EA. WAY 3" CLR. F5 9.5 32 32 12 4 EA. WAY 3" CLR. F6 12.0 36 36 12 4 EA. WAY 3" CLR. F7 15.0 40 40 18 5 EA. WAY 3" CLR. F8 18.0 44 44 18 5 EA. WAY 3" CLR. F9 22.0 48 48 18 8 EA. WAY 3" CLR. F10 26.0 52 52 18 9 EA. WAY 3" CLR. F11 31.0 56 56 18 10 EA. WAY 3" CLR. F12 35.0 60 60 18 10 EA. WAY 3" CLR. WHERE F'c = 2,500 PSI Fy = 40,000 PSI 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 P 10/17/2015 Prepared y' b .Jeff Richelieu Software licensed to: Streamline Engineering, Inc. Phone: 530-892-1100 1 Email: ieffstreamlinenasheainhal.net Version 1.0. PG. Input See ASCE 7-10 Section 26.3 for symbol definitions V= 110 mph Topographic Factor Exposure Category B Specify Kzt directly h = 26 ft Kzt for walls =1.00 L = 24 ft Kzt for roof = 1.00 B=40ft Gable Roof: Pitch =10:12 This is a valid Class 1 building Main Wind -Force Resisting System ASCE 7-10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 N[WFRS Wall Pressures (asn Wall Total Windward Leeward .' Side Internal Ph . 18.8 14.8 -10.3 -13.3 +/-3.2 PO 17.7 13.8 MWFRS Roof Pressures (nsfl Zone I. Load Case 1 Load Case 2 3 4 -,,::5 Load Case 1 -4.8 -12.2 -18.7 -16.7 -13.7 Load Case 2'' 9.1 -5.8 0.0 0.0 0.0 MWFRS Roof Overhang Pressures pooh @ Zone 1 = 3.6 psf povh @ Zone 3 =14.0 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures C&C Roof Overhang Pressures (psf) ::Effective Wind Area (s 10 500 "@ Zone"2 Load Case 1 Load Case 2 -35.3 12.1 -35.3 12.1 @ Zone 3 Load Load Case 1 Case 2 -61.2 13.9 -55.1 12.5- )s @ Zone 5 Load Load Case 1 Case 2 -35.3 19.2 -21.2 13.5 S.K. Ghosh Associates Inc. 1334 E Colfax Street, Palatine, IL, 60067 Page 1 of 1 www.skghoshassociates.com BY: JMR DATE: 10/17/2015 JOB NO: 2220 PAGE: `i WIND DESIGN PRESSURE ON PROJECTED AREA Load Case 1 ZONE 1 WIND PRESSURE PERPENDICULAR TO SURFACE M-479 PSF ROOF PITCH :12 ANGLE = 39.8 ° WIND PRESSURE ON PROJECTED AREA OF ROOF PSF ZONE 2 WIND PRESSURE PERPENDICULAR TO SURFACE -12.2 PSF ROOF PITCH 10 :12 WIND PRESSURE ON PROJECTED AREA OF ROOF -12.2 PSF NET PRESSURE ON PROJECTED AREA Load Case 2 7.4 PSF ANGLE = 39.80 ZONE 1 WIND PRESSURE PERPENDICULAR TO SURFACE 52, PSF ROOF PITCH :12 ANGLE = 39.8 ° WIND PRESSURE ON PROJECTED AREA OF ROOF 7 PSF ZONE 2 WIND PRESSURE PERPENDICULAR TO SURFACE ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF NET PRESSURE ON PROJECTED AREA Load Case 1 PSF 10 :12 -5.79 PSF 14.9 PSF ANGLE = 39.8 ° ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE -18.7 PSF ROOF PITCH 10 :12 ANGLE = 39.8 ° WIND PRESSURE ON PROJECTED AREA OF ROOF -18.7 PSF ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE ROOF PITCH WIND PRESSURE ON PROJECTED AREA OF ROOF NET PRESSURE ON PROJECTED AREA 60 Independence Circle, Ste. 201 • Chico, CA 95973 • -18.7 PSF 10 :12 ANGLE = 39.80 -18.7 PSF 0.0 PSF (530) 892-1100 • Fax. 892-1115 http://ehpl-earthquake.cr usgs.gov/desigrunaps/us/summaryphp?tempi... Rows Ndfti l % .1 EMUS- Design Maps Summary Report User -Specified Input Report Title DOUGLASS Sat October 17, 2015 23:30:28 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.845750N, 121.59528°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III � ?l mow+ ata fl2015 Mp ' Ss = 0.653 g Sms = 0.834 g SDs = 0.556 g Si = 0.261 g Sal = 0.490 g Sol = 0.327 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 return to the application and select the "2009 NEHRP" building code reference document. 0.99 0.90 0.81 0.72-- 0.92-- CN .720.63ON 0.55 V W 0.45 0.26 - F\ 0.27-- 0.19.- 0.09-- 0.00- .270.180.090.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) MCER Response Spectrum Design Response Spectrum 0.60 0.54 V0.48 0.42 t� 0.26 to 0.20- 0.24- 0.19-- 0.12-- 0.06 .300.240.180.120.06 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) For PGAM, TL, CRS, and CRI values, please view the derailed report. 172 10/17/2015 4:30 PM BY: JMR DATE: 10/17/2015 JOB NO: 2220 PAGE: ! SEISMIC DESIGN FOR BUILDING USING ASCE/SEI STANDARD 740 PER SECTION 12.8.1 SEISMIC BASE SHEAR (V) = Rho(Cs )W WHERE Cs = Sos 1(R 1 I) = 0.086 W Sus = 0.556 See attached printout from ASCE 7-10 Sul = 0.327 See attached printout from ASCE 7-10 R = 6.5 per Table 12.2-1 for wood shearwall IMPORTANCE FACTOR (I) = 1.0 Per Table 1.5-2 For occupancy category II Rho = 1.3 Per ASCE 7-10 Section 12.3.4.2 PERIOD OF STRUCTURE (T) = Ct hnx = 0.2303 MAXIMUM HEIGHT OF STRUCURE (hn) = 26 FT. Ct = 0.02 FROM TABLE 12.8-2 x = 0.75 FROM TABLE 12.8-2 CHECK Cs TL = 16 SEC. PER FIGURE 22-12 FOR T < TL Cs = 0.2185 MAXIMUM PER 12.8-3 Cs = 0.086 Used for design Cs/ 1.4 = 0.061 Per CBC Section 1605 (eq. 16-21) USE V = 0.079 W 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 LAT`EF-AL L►rJ 112 BY: J 1-1 DATE: 10 11 e: JOB NO: 2 2 7,0 PAGE IO OF �s = • 07C.o940 + 10(90) .011 VW =.� C.o188(<l012�(�.S)f to<(°�i� = I.-7� .Ido �3,Gf Trl I � (135) a - 10- K-, Z= ( I -�. 0 L 10 1�-- A v v -Z. -3 VVJ 6a E -zo ca -,/; = Z. '�� K-- = . 3 1 ZL - 01 1 7i °T ti c, = 2o- � us1�,711HVU4- • 60 INDEPENDENCE CIRCLE, SUrrE 201 • CHICO, CALIFORNIA 95973 - PHONE: (530) 892-1100 • FAX. -(530)892-1115 BY: J Fl IZ - DATE: (v I ; Cj JOB NO: Z Z 20 PAGE II OF V - V, Vw (0 413 K -1I -VW = 3 & � � a 4-0 Hv 20 �9c-El 2 3Co�z _ � Z �t �- L-� o rto P fid- 5 P LI G- LI�� i qPP�Iz L�/e�u> 8 +6 C,-,- F-1 D • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 - PHONE: (530) 892-1100 - FAX: (530) 892-1115 - Streamline Engineering Project Title: Dougqlass 60 Independence Circle, Ste. 201 Engineer. iff Project ID: 2220 Chico, CA 95973 Project Descr. .and then using the "Printing S � � • � 2 Title Block" selection. Title Block Line 6 Primed: 1eOCT 2a15. rsv Description : Wood Beam Design: BM 1, BM 2 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: Usi g Allo Allowable a Fully Stress Design ewith ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1350 psi Fc - Pdl 925 psi Fv 170 psi Ebend- xx 1600 ksi Density 31.2 pcf Fb - Compr 1350 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 580 ksi Applied Loads Beam self weight calculated and added to loads Unif load: D = 0.0160, Lr = 0.0140, S = 0.0550 klft, Trib=12.0 ft Unif Load: D = 0.010 kfft, Trib= 7.0 ft Unif Load: D=0.0120, L = 0.040 k/ft, Trib=10.0 ft Design Summary Max fb/Fb Ratio Max fb/Fb Ratio = 0.313-1 fb : Actual : 422.63 psf at 1.750 ft in Span # 1 Fb: Allowable: 1,348.62 psi Load Comb: +D+0.750L+0.750S+H Max fv/FvRatio = 0.287: 1 fv : Actual: 48.80 psi at 2.882 It in Span # 1 Fv: Allowable: 170.00 psi Load Comb: +D+0.750L+0.750S+H Max Reactions (k) D L Iz S W E Left Support 0.68 0.70 0.29 1.16 Right Support 0.68 0.70 0.29 1.16 ao �, iY) iY asoit ras H Downward L+Lr+S 0.007 in Downward Total 0.013 in Upward L+Lr+S 0.000 in Upward Total 0.000 In Live Load DO Ratio 5799 >360 Total Defl Ratio 3227 >180 Wood Beam'Design : BM 3, BM 4 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - Pill 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0160, Lr = 0.0140, S = 0.0550 k/ft, Trib=12.0 ft Unif Load: D = 0.010 ktft, Trib= 7.0 ft Design Summary Max fb/Fb Ratio = 0.407. 1 fb : Actual : 548.41 psf at 2.250 ft in Span # 1 Fb : Allowable: 1,348.21 psi Load Comb: +D+S+H Max fv/FvRatio = 0.326:1 fv : Actual : 55.35 psi at 0.000 ft in Span # 1 Fv: Allowable: 170.00 psi Load Comb: +D+S+H Max Reactions (k) D 4 Lr s w E Left Support 0.61 0.38 1.49 Right Support 0.61 0.38 1.49 (ter = 4.Wft Eke H Downward L+Lr+S 0.020 in Downward Total 0.028 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Deft Ratio 2728 >360 Total DO Ratio 1934 >180 Streamline Engineering 60 Independence Circle, Ste. 201 Chico, CA 95973 sand then using the "Printing & Title Block" selection. Tale Block Line 6 Project Title: Douglass Engineer. JM Project ID: 2220 Protect Descr. Description : Floor Framing Wood Beam 'Design :. ,Joist Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2x8, Sawn, Fully Braced Max fb/Fb Ratio = Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 900 psi Fc - Pdl 1350 psi Fv 180 psi Ebend- xx Fb - Compr 900 psi Fc - Perp 625 psi Ft 575 psi Eminbend - xx _Applied Loads 0.232: 1 Beam self weight calculated and added to loads Unif Load: D = 0.010, L = 0.040 Wit, Tdb=1.330 It Dema Summary 975.19 psi at Max fb/Fb Ratio = 0.633. 1 fb : Actual : 785.99 psi at 5.000 It In Span # 1 Fb: Allowable: 1,242.00 psi Load Comb: +D+L+H Max fv/FvRatio = 0.232: 1 fv : Actual : 41.79 psi at 9.400 ft in Span # 1 Fv: Allowable: 180.00 psi Load Comb: +D+L+H 1600 ksi Density 31.2 pcf 580 ksi D(0.01330) V0.05320) 10.0 ft. 2x8 Max Reactions (k) 2 L Lr .4 w E H Downward L+Lr+S 0.158 in Downward Total 0.204 in Left Support 0.08 0.27 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.08 0.27 Live Load Defl Ratio 760 >360 Total Defl Ratio 587 >180 Wood Beam Design: Girders Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10` BEAM Size 410, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.1 Fb - Tension 1000 psi Fc - Prll 1500 psi Fv 180 psi Ebend- xx Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx Applied toads Beam self weight calculated and added to loads Unif Load: D = 0.010, L = 0.040 k/ft, Trib=10.0 ft Design Summary Max fb/Fb Ratio = 0.813; 1 fb : Actual: 975.19 psi at 4.000 ft in Span # 1 Fb : Allowable: 1,200.00 psi Load Comb: +D+L+H Max fv/FvRatio = 0.425: 1 fv : Actual: 76.42 psi at 0.000 It In Span # 1 Fv: Allowable: 180.00 psi Load Comb: +D+L+H Max Reactions (k) 2 L LE s_ w E Left Support 0.43 1.60 Right Support 0.43 1.60 D(010) 00.40) 8.0 ft, 4x10 1700 ksi Density 31.2 pcf 620 ksi B Downward L+Lr+S 0.094 in Downward Total 0.120 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1016 >360 Total Defl Ratio 801 >180 esidential Floor Span Tables T FG, .i4-* About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation Is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to increase the joist depth, limit joist deflections, glue and screw a thicker, tongue -and -groove subtyoor, install the joists vertically plumb with level -bearing supports, and install a direct -attached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. Joist Depth BCI° Joist Series ***THi2EESTAR*** ****FOURSTAR**** CAUTION *MINIMUM STIFFNESS CAUTION ALLOWED BY CODE Live Load deflection limited to Lf360: Floors that meet the minimum building code L/360 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. 12" 16" 19.2' 24" 32" O.C.O.C. O.C. O.C. O.C. Live Load deflection limited to L/480: The common Industry and design community standard for residential floor joists, 33% stiffer than 1-1360 code minimum However, floor performance may still be an issue in certain applications, especially with Wle and 1171s" deep joists without a direct attached ceiling. Live Load deflection limited to 1-/960+: In addition to providing a floor that is 100. stiffer than the three star floor, field . experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner ' 12" qg^ + 1 19.2" 24"' 32" o.c o.c. o.a C.C. D.C. 12" i 16" 19.2" 24" 32" o.c. o.r. o.c. o.c. `+ o.c. 50001.7 1T-1' 15=T' 14-9" = . 13'-9" ; ; 12'-0" 11'-6• ; ; 11'-8" .10-0" 10'-0" + 9=6' 16-11" 1T-0" 15-6" 13-11• 12'-0" 9'/." 60001.8 1T-11` 16-5" ; 15-6" . 14=5" ` 13'-2' 9=10" 19-10• 16-T 1T-2" 15-9" 13'-6" 65001.8 18'-6' IV -10" + 15-11" 14'-10',. 13'-6" 11-6" "" 11-6" F 10'-0" 10'-0" id' -0" 2U-5" 18-8" 17=8" 18'-0 14-3" 50001.7 20-2" 18'-47 :. 171-.V. 1S-8' 13'-4" 15'-6" ? ; 14'-4• ':' 13'-8" 12-T' 11'-5" 22'-3" 19-411 17-T' 151-V 13'x" 60001.8 21'-r 19-6' 18'-4' 1T-1" 14'-10" 15'-6" '? 15-1" ', W-3" 13'-3" [ 1Z'-0" ' 23'-6" 21'4* 201-0" 1T-71" 141-10" 117/: 65001.8 21-11' 20-0" 18'--11" 17'-7• . 14-10" 16'-e '' 15 7" 14'-9" - 13'-8" 17- "i 24 22-2' 20-11" 18-10• 14-10' 602.0 23' 3' 21-3• 20-1" _ 18'-8' 16-+1• 18'-0" 16 7" ,Xis -T 14'-W ' 13-2` 25-9 23'-6" 22-3" 20-9' 16-4" 902.0 26-3' " 23'-11" 22'-6" `; 20'_11" - 19-1" 19-0" 's 1I -T' ' /T-8" ? It -2- 14'-8• 29-0" 26-8" 25-0" 23-3' 19-4' 50001.7 22-11` . 21-0" 19-2" 1T -Z"13'-11" 16-0' -" 16'-5• 15-6" 14-5• 1 13'-1" 24'-4" 21'-.T 19-2• 1T -z• 13-11' 60001.8 24'-2" 22=2" 20-11" .19-6' 18-11"_'i 1T-0" 16-3' 15-2" 13'-9' 26-9" 23'-11" 21'-10 193 15=b" 14" 65001.8 24-10" .22-9" 21-6" 27-0" I; 15-5" 19-0' 1T-9' + 16-8' 15=8" 14'-1" ' 2T-6" 25-1" 22'-11" 20-6" 15'-5 602.0 26-5" 24-2" 22'-9 21" `. 16-4" 20-8" 18'-10" 1T-9' 165" 14'-11' 29-3" 26'-8" 25'-3" 21-10" 16-4• 902.0 29-9' 2T-1' =; 25-6" . 23'-5" 19-8" 23=3" 21'-1" ,' 19'-9" s 18'-4" i le, -r32-10" 30-0" 28-3" 26'-0" 19-6' 60001.8 26-9" 24W 23-1" 20-10"t 15-9' < 20'-11" 19'-1" 18-0' 16-9' x 15-2" 29-0" 25-8" 23'-4" 20'-10' 15-9" 16' 65001.8 - 2T-5' 25-1" 23-8' 21'-1" t 15-9" 21-8`/V 7" 16 5 1T 2' 15 T 30-4" Z6-11" 24'-6" 21-1" 15-9" 602.0 29-0" 26-8" 25-2" 21-10" 16.4" 22-10" .': 2(-10' 19-r �~ 18-2" 16-4" 32-4" 29-6" 27-' 21-10" 18'-4" 902.0 3T-11" 29-11" 28-Y26' 2" 1 � T' ` 25-8" 23'-4" 21-11" ? ZO' 3" 16-4" 36-4" 33'-Y 31-T-2" 2" 19T 18" 902.0 35-1i' 32'-8' ' 30-9" 28'-7" ;. 23'-10' 28'-1" 25'--r 23-11" ' 22-2" 3 20-0" 39-8" 36-2" 34'-1" 311--8 23'-10" 20" 902.0 36-10" : 35-4" 331-4' 90-11" 4< 24'-8"_ 3(r-4' 2T-6 25-11' ; 24'-0" 21-8° ` 42'-11" 39-1" 36-10" 32-11' 24'-8" • Table values based on residential floor loads of 40 psf live Iced and 10 psf dead bad 02 psf dead load for BCI° 90 2.0 joists). • Span values assume 23/3z" min plywood/OSB rated sheathing is glued and nailed to joists for composite action ljjoists spaced at 32" o.c. require sheathing rated for such spacing -'/." plywood/OSB). • Table values represent the most restrictive of simple or multiple span applications. • Table values are the maximum allowable dear distance between supports. • Table values assume minimum bearing lengths without web stiffeners forjoist depths of 16" Inchesand less (18" & 20" joists require web stiffeners at all bearing locations). • Floor file will increase dead load and may require specific deflection limits, contact Base Cascade EWP Engineering for further information. • This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC° sizing software. One -:Hour Fire ResistiveAssembl, 2 /3 See Boise Cascade Fre Design & Installation Guide - US version for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. ICC ESR 1336 FIRE ASSEMBLY COMPONENTS 1. Min. 23/32" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. BCIO Joists at 24" o.c. or less. 3. Two layers W Type X or two layers %" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 1336. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels • Add carpet & pad to fire assembly: STC --54 11 -68 or • � 3'/" glass fiber insulation to fire assembly: STC --55 IIC=46 or • d an additional layer of minimum %" sheathing STC --61 [IC --50 and 9'/2" glass fiber insulation to fire assembly, '_?a!se C.._,. --:d e GVP Jfestar. S ,dreg n,;ide • 03 t ^ ?01 S CLIENT: PROJECT: ADDENDUM NO. 1 STRUCTURAL CALCULATIONS Wally Douglass New Single -Family Home PROJECT 14781 Pine Cone Way LOCATION: Magalia, CA JOB NUMBER: 2220 DATE: 06/07/16 LOADING CRITERIA BASED ON THE 2013 CALIFORNIA BUILDING CODE: SEISMIC DESIGN CATEGORY: D WIND SPEED V (3 SECOND GUST): 110 mph WIND EXPOSURE: B SOIL BEARING: 1500 psf (per CBC Table 1806.2) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover sheet Is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. REVIEWED FO' CODE COMPLIANCE JUIN 09 2056 BUREAU Ve RITA's i,11WIR � ,�Pri�Ri��:, INIC. Page 1 60 Independence Circle, Ste. 201 0 Chico, CA 95973 • (530) 892-1100 • Fax: 892-1115 BY: J l" 1 DATE: JOB NO: ZZZ67 PAGE Z OF 3 V= � (6,)) 44 -7 K- I I < I use � I-- Q�aFESS/o g1CHE�7�G�yG' cn 53 m d OF • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE (530) 892-1100 • FAX: (530) 892-1115 .19 N 4 I Q 71 w 1. UPPER WALL FRAMING PER PLAN 2. FLOOR JOIST PER PLAN 3. ANGLE CLIP PER "SHEARWALL SCHEDULE" (AS REQUIRED BASED ON THE LOCATION OF THE PLYWOOD JOINT) 2 4. INTERIOR FINISH 5. LOWER WALL FRAMING PER PLAN 6. PLYWOOD & EDGE NAIL PER "SHEARWALL SCHEDULE" 3 7. OPTIONAL PLYWOOD JOINT EN (NO ANGLE CLIP REQUIRED IF 7 JOINT OCCURS HERE) EN J 8. OPTIONAL PLYWOOD JOINT (ANGLE CLIP REQUIRED IF JOINT OCCURS HERE) EN 4 ,p 6 c 5 c� SHEAR BETWEEN FLOORS N.T.S. .19 N 4 I Q 71 w 4011 Sierra College Blvd Loomis, CA 95650 Phone (916) 652-4655 Fax (916) 652-3860 5033 Feather River Blvd., Olivehurst CA 95961 Phone (530) 743-8855 Fax (530) 743-8856 "Serving The Best Builders'' wwFWQQQ Trus'&Calc Client: BUTTE Smalley COUNTY GeneraI ContratngMAY 2 � 2016 DEVELOPMENT SERVICES 1 „ 8l6-0o2SC-- Pr_ oiect. Douglas Residence gVIEVY"D FCODE COMPLIANCE 14718 Del Oro Dr. JUN 092016 Eu6�E�1V VERITAS im::i��;; tQiriRlc�7, Magalia, Ca Truss Designer PERMIT # �;l iv . 0%-S> t5 Tracking / Work Order # Bryan Wagner BUTTE COUNTY DEVELOPMENT SERVICES 0131U5 , brvanwCcDhomwood r is om R FV WE FO R Phone: (530) 743-8855 C H OMPLIA SCE ALPINE mamw Engineering eJob 4/29/2016 This eJob is prepared exclusively for: Homewood Truss (5824) PO Box 5010 Marysville, CA 95901-8501 Work Order: 0131115 Job Customer: SMALLEY GENERAL Job Name: DOUGLAS RESIDENCE Job Address: 14718 DEL ORO DR MAGALIA CA 95954 Alpine ID: T527082.J555547 I hereby verify that this document was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer. I am responsible for the design of each component detail only — not for the proper manufacture of the components. This document is no longer valid if any modifications are made to it. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINEa-� Engineering eJob 4/29/2016 Table of Contents Page No. ITruss LabelI Page No. Truss Label Page No. Truss Label L� A01 � AG Page 1 Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 r ALPINE MMV:0.W, Engineering eJob 4/29/2016 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 ALPINE Maw Engineering eJob 4/29/2016 Required Details* Other Available Details* htto:/Miww.itwbco.com/trussconnections.PhD *Sealed versions of these details are available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 Job Name: DOUGLAS RESIDENCE Truss ID: A01 Qty: 17 WRC Z -LOC REAC1 SIZE RRQ'D TC 2x9 DFL #2 DesilmoA per ANSI/TF1 1-2001 UPLIFT REACTIONS) s 1 0• E-12 1814 5.50" 1.83" BC 2x4 DFL n E stir. Fahr catioe Tolerance . 20.0% Support CiC Wld Noa•Wind 2 18• B- 4 1814 5.50" 1.93" WES 2x4 DFL STANDARD Bearings designed for no FcPerp value or the i •83 Ib MAX DEFLECITON (spam) t L/497 REN 8-9 (LIVE) LC 39 2x4 DFL 41 a Btr. 8-3 WEDGE 2x4 DFL #1 S str. lesser of the tress chord lumber valve or 925 for all beariags. RORIZONiAL R-83 Its t L. -0.47" D. -0.40" T. -0.9r' Refer to Joint QC Detail Sheets for Rcr (creep factor) • E.00 based on support 1 •218 16 support 2 -215 Ib Jd,et iacattsos>s== -V1 0• • e 0- t• a Cq fact re and Rotational Tolerances. Loaded far 10 PSF Roe-cseeara'eat BCL2. IRC/IWC truss plate values are testinegg and approval as regdred by IEC 1703 This trees is designs using the a 1- s• e T 7• a• a ASCE7-10 SNOW LOAD DESIGN CRITERIA: and AN and are reported is ESR -1118. ASCEI-10 Wind Specification a to•a-e s tie• a• e 4 la- e- 0 e !z• e. 0 p6 79psf, Ce.0.9 I.1.0, Ct.1.10 PLATING BASED ON GREEN �.061f!?! VALUES. ++++++++++++++++++++++ Unrestrained horiz. LL deflection a 0.63 " Bldg Rxlosed =Yes, Trees Location . Not Rod Zone a w• n a to ao• t• o CRITICAL atatsial FORCES, Tc CORE. (stn.)/ TEIS.(00R•) csI Not desiggneed for attic storage ®less + . + + + + + + + + + + + + . + + + + + + + category . C B1 LeWh . 20.00 ft, Bldg Width . 36.00 ft 1•a •4359(1.15)/ 0.7E noted at raise. Mean rooff height . 14.47 ft, ■ h = 110 L-9 •8090(((1.15)))/ 0.23 8.4 -3w1 1.IS / 0.23 4•5 •4350 1.1a / 0.7E Occupancy Caterri II, Dead Loa a 13.2 per Designed as Rain Nid Force Resisting System l osgft and Cladding K COW.(a0t.)/ 1'Rts. CSI ary Area. 440 Tributary 3 t.7E Td / 87335 a-70 t•7 / 8807fli. t-0 / a73a5 0.72 0-10 / wwa e.78 tit MIR.(t0l )/ 1BNS. CBI L•7 46((1.15))/ 14a 0.w Flill E•t •488 1.15 / Wz0.08f•8/ 417TSe.a84•t-467(i.is)/ aez t.es 4•t 46(1.15 / 142s a.w 10-0-0 10-0-0 f1 �2-i3 4 51 RSS0514 10- -3 SHIP I a7-5 W:508 W 508 R:1814 R:1814 U:-83 7.5 7.50 U:-83 ��If 0*8 988 -_I s -s -s a 78 10 All Connector plates are ALPINE Wave 20 ga., unless preceded by "H' for High Strength 20 ga., "S` for Super ~�+✓� Strength 18 ga. Plates are to be positioned per Joint Detail Report Circled plates and false frame plates 4/29/2016 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 Homewood m ""WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Coat: SMALLEY GENERAL - AM 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIR s ^ Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component bracing SCSI. Unless ive_Xlt_0131115_Lo0oo7�0ooe1 W0: Drive_M_0131115_L000 Degarl AW #LC se 43 WT/PLY: 181 v V Ta Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary per noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations showm trues TC Live 20.00 f pa LiveDar L=1.25 p=1.25 O �� r� rt for permanent /elute/ ve and n webs int D have bracing Installed per BCSI sections B3,87 or 810, as applicebb. Apply plates to each hp of and poakian as Shawn above and on fM Joint OWik report unless noted oMerwiae. TC Sa011(pi) 55.00 paF SeowDor L=1.15 p=1.15 IILIIt�\\Vvl II Alpine, a division of FTW Building Components Group Inc., shell not be responsible for any deviation from this drawing, any failure to build the truss in TC Dead 14.00 pelf Rep Bbr Bad / Coop / Tees AN ITwCOMPANY conformance, with ANSIrrPI 1, or for handling, shipping, installation a brachig of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance o/ professlona/ engineering responslbiihy BC Live 0.00 par 1.15 / 1.10 / 1.10 2820 N. Great SW Pkwy. Grand PralrN, 7X 7MM solely for the design shown. The sultabllity and use of this drawing for any structure Is the responsibility of the Building BC Dead 8.00 par 0. C. Spacing 2- 0- 0 Designer per ANSUTP/ 1 Sec.2 TRIISBLIIS 8.0 WR: T8.5.20 Fa morelnfomaionseeMislob'ergenerelnotespageaMthesewebatea: B1d Code: CRC -2013 B DEFL RATIO: L/240 TC: L/24 ALPINE: TPI: WTCA: d IGC: Job Name: DOUGLAS RESIDENCE Truss ID: AG Qty: 2 DRG I -LOC REACT SIZE BE IS TC Ex4 OIL 01 4 Btr. Desitned per ANSIJTPI 1-200f DPLIFC RUCTIONS) i I 1- 3. 5 1942 50.58" 1.50" iC Ex4 DFL 01 5 Str. IN., cation Tolerance = 20.0% Support C&C Siad Non -Wind E 4- E- 8 401 5.50" 1.50" 5 5.10- 5 41 3.50" 1.50" DG SLIDER 11:8 DFL 02 WED leariags designed for an Fcperp value of the 1 -80 Ib 4 7- 8. 0 818 3.b0" 1.50" 2x4 DFL STANDARD GBL DLH 224 DFL STANDARD lesser of the truss rJlord lumber value or 825 for all beari 2 -11 Ib 3 -18 16 -51 16 8 s• ti- 0 4S 5.50" 1.50" 8 10- 0- 0 137 3.50" 1.50" Refer to Joint OC Detail Sheets for Rcr (creep factor) -2.00 4 •17 16 T 11- 3- 0 4S 3.50" 1.50" Cq factors and Rotational Tolerances. IRC/IEC trams plate values are based n 8 -70 Ib .47 lb 8 12- 8. 0 818 3.50' 1.50" yo�� Fn 10 PSF aoa•coecarreot ECLL. testingg W approval um required by IDC 1703 8 -17 Ib 9 14- 1-13 01 3.50" 1.50" ASCET-10 SNOW LOAD DESIGN CRITERIA: W AN and are reported In FSR -1118. 9 -18 16 -51 lb 10 15- 8-10 401 5.50" 1.50" 11 18- 8-11 1942 30.b8" 1.50" P 79 ppf, Ce 0.8, I 1.0, Ct = 1.10 Penanet bracia is required to Mark all interior bearsnngg locations. Install interior npport(i) before ereetin. 10 -11 lb 11 -30 16 MAR DEFLECTION prev ant rotation/toppling. See Building iesigaer slEri verlfj gable Inds DORIZONTAL REACTION(S) s (spun) : L/999 MEM 1-E (I,IVB) Lt 41 KSI L ANSI/TPI 1 and save Inds, if applicable. eqP s upport 1 915 Ib 1= •0.13" D= •0.10" T= -0.1411 Skin bearings (if needed) fou' rep rapport. PLATING (i gable bracing 0 4ed support 2 393 lb je1■t Lecatlaaa .11:� BASED ON GREEN L EBV OES. This trams is desiosed using the d leaded if to wind Ilnd applied to face. to face. See ITWDCn6's Goble Bracing Details, support 6 -185 Ib support 10 -393 lb • ® 2 7- e• 0 1 7. s- o a u• o• e a lo. s• a ASCE7-10 Wind Spec flestin Bldg Enclosed =Yes, Not designed for attic storage unless moted otherwise. rapport 11 -815 16 a 12- a• e 5 12• s. 6 Trues =Not $sad Eon! a ae• e• o l6 iso• e• a COMICALCOMP.laaR � � Kn 7 �i3393 Category Cate C i8�ldg Length == 20.00 ft, Bldg Width ■ 36.00 ft i a 1.18 % ii 2-a •478 1.15 / 6a ass ri:z. Mean roof height ■ 14.47 ft, or = lie Occupancy Category II, Dead Ln ■ 13.E psf a-4 47s 1.15 / 530 6.83 +-5 1.15 / Designed an Maio Wled Porce Resisti System •lSe3 seo 8.71 - Ln -rise W nets W Claddd ag Trees designed to 2-0-0 SK toeQ./ riiht. C3I 6.7 81r -O/ 546 1.25 e.s7 Tributary Ansa = 14$ sgft support top chord estloskers sad cladding load net to emceed 10 PSF one face, a :iz i is i:ase:ii and 24" span oppssit; face. Top chord be -s say notched 1.5 deep e -1e 403 / 340 1.Its e.s7 z 3.5' at 48" o/c along top edge DO NOT OVER CUT.No knots lumber defects an �i l.ln i '1 ooi or other allowed within 1211 of notches. Do met notch in overhang or 2•e •740 las / 46(1./e) 6.12 10-0-0 heel pale?. a•s 148 l.zs / 81(1.80) e.68 4.6 -740 1.15 / 48 1.611 6.18 4.9 •5m1 1.15 1D 00 700 0 �U U R4X10 1.5X3 1.5X3 2.5X4 2.5X4 1.5X3 .5X3 8-11.5 1.5X3 6X6 10-7-3 6-0-13 1.5X3 SHIP 1.5X3 I 151.5X3 5X8 /2.5X4 X3 2.5X4 11 075 075 8 7.50 1-7.50 �u.T.T 9-8-8 i 10-0-0Q d No- C 7219D TYPICAL PLATE: 2X4 OVER CONTINUOUS SUPPORT All connector plates are ALPINE Wave 20 a., unless receded H"for HIC Strength 20 9a., `S" for Super Strength 18 go. Plates are to be positioned per Joint Detail Report. Circled prates and false frame plates 4/29/2016 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. 268 - Homewood Trus �) **WARN/ GI ** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** Dos: • DSULLE 01311185 L0000T�00001 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest etlttbn of SCSI (Building Component WO: Drive_M_0131115_L9oo Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Union Dsgor: AW #LC = 43 WP/PM 109 IN noted otherwlas, top chord she# have properly attached structural sheathing end bottom chord shall have a properly attached rigid telling. Location shown TC Live 20.00 psf Livellor L=1.25 P=1.25 t� fl for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and �r,� Q IIL�ILLJJ'JI IllJlf`\\VVI 11 position as shown above and on the Joint Details report, unless noted otherwise. Alpine, dMsion ITW Building TC Saow(Pf) 55.00 psf SnowDar L=1.15 P=1.15 AN nWCOWANY a of Components Group Inc., shah not be responsible for any dwlstton from this drawing, any failure to build the truss In conform ince with ANSIrrPI 1, or for handling, shipping, Installation & bracing of trumse, TC Dead 14.00 psf Rep Misr End / Cump /Tela 2820M. Groat A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility EC Live 0.00 psf 1.00 / 1.00 / 1.00 Swaewy. Grand Fraide, 7X78050 solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building EC Dead 3.00 f 0. C. S Designer per ANSYTP/ 1 Sec.2 M acro a- 0- 0 P g TRUSPLUS 6.0 VER i T6.5.20 I For more Intor a [on see this job's general notes page and thew web rhea: ALPINE: TPI: WTCA: Mm 5hpinduggly 2Eg [cc, 31dg Codet CRC -2013 DEFL RATIO: L/240 TC: L/24 I'VLOW Bearing Wall Heights: Sheathing: PH (530)743-8855 Fax (530)743-8856 \HO^M^EW^ O^OD/ TRUSS Co. v v I I V V 5033 FEATHER RIVER BLVD OLIVEHURST, CA 95901 DOUG LAS RESIDENCE S MAL L E Y GENE RAL 14718 DE L ORO on MAGAL 2 A CA 95954 SALES REP: BW DUE DATE: 11/11/15 DSGNR/CHKR: AW / BW TC Live 20.00 psf TC Dead 14.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 42.00 psf WO#: 0131115 SCALE: 1^=71 0 - Date: 11/11/2015 14:31 DurFac-Lbr 1.25 DurFac-Pit 1.25 O.C. Spacing: 2 Design Spec: CRC -2013 #Tr/#Cfg: 19 / 2 dERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml BUTTE COUNTY MAY 2 6 2016 CFI R -PRF -01 Page 1 of 7 GENERAL INFORMATION SERVTCFq 01 Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 14788 Pine Cone Way Compliance Margin Percent Improvement 04 City Magalia 05 Standards Version Compliance 2015 06 Zip Code 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 270 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 R,, VINE x 5 rr4P ranE rinvi ip.r 14 Total Cond. Floor Area (ft2) 1090 15 Number of Zones 1 16 Slab Area (ft2) 0 17 Number of Stories 1 i f U 99 Zai16 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (ft2) N/A 21 Glazing Percentage (%) 15.36/6J17 `° t-ltl ~`' M:iilcr.`iid6KP COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building Incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building Incorporates one or more Special Features shown below � RAI 4 _ lb d Z5 BUTTE COUNTY DEVELOPMENT SERVICES i il"TAIN—ayfflAw—allillima-"ii IIIIII11=1 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Registration Number: 215-N6371277B-000000000-0000 Registration Date/Time: 2018-05-1014:17:48 QA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 HERS Provider: CaiCERTS Inc. Report Generated at: 2016-05-1014:10:47 AF 1 J. ENERGY USE SUMMARY V ' 04 05 06 p 'E___-_ & /V 0 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 50.72 48.24 2.48 4.9% Space Cooling 63.56 74.04 -10.48 -16.5% IAQ Ventilation 1.75 1.75 0.00 0.0% Water Heating 53.34 27.27 26.07 48.9% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 169.37 151.30 18.07 10.7% REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Registration Number: 215-N6371277B-000000000-0000 Registration Date/Time: 2018-05-1014:17:48 QA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 HERS Provider: CaiCERTS Inc. Report Generated at: 2016-05-1014:10:47 AF 1 J. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CF1 R -PRF -01 Page 2 of 7 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: • IAQ mechanical ventilation Cooling System Verifications: • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Ducts located entirely In conditioned space 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 righting 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)" I247.00 228.93 18.07 7.3% " includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION ,..r 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (14:2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1090 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 1090 9 DHW Sys 1 Registration Number: 215-N6371277B-000000000-0000 Registration Date/Time: 2016-05-1014:17:46 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-04072016-744 HERS Provider: CaICERTS inc. Report Generated at: 2016-05-10 14:10:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CF1 R -PRF -01 Page 3 of 7 OPAQUE SURFACES 01 02 03 04 05 06 06 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Front Wall Zone 1 R-19 Wall Metal Stud 270 Front 380 53 90 Right Wall Zone 1 R-19 Wall 180 Right 378 30.5 90 Rear Wall Zone 1 R-19 Wall 90 Back 380 62 90 Left Wall Zone 1 R-19 Wall 0 Left 378 21 90 Raised Floor Zone 1 R-19 Floor Crawispace 0.32 Insect Screen (default) 1090 OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 06 07 08 09 10 11 Name Zone Type Orientatio n Area (ft2) Skylight Area (ft2) Roof Rise (x in 12) Roof Pitch Roof Tilt (deg) Roof Reflectance Roof Emittance Framing Factor Roof Zone 1 R-30 Roof Cathedral - specify - 1090 0 6 0.5 26.57 0.1 0.85 0.1 WINDOWS 01 02 03;,,, 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) ; Width (ft) Height (ft) Multipli or: Area (ft2) U -factor SHGC Exterior Shading Windows 4 total Window Front Wail (Front -270) — — 1 53.0) 0.32 0.32 Insect Screen (default) Windows ta Doors 2 total Window Right Wali (Right -180) — — 1 60 0.32 0.32 Insect Screen (default) Windows (5 Total) Window Rear Wall (Back -90) — — 1 62.0 0.32 0.32 Insect Screen (default) Windows 4 total 2 Window Left Wall (Left -0) — — 1 g1.0 0.32 0.32 Insect Screen (default) Registration Number: 215-N6371277B-000000000-0000 Registration Datefrime: 2016-05-1014:17:46 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744 HERS Provider: CaICERTS Inc. Report Generated at: 2016-05-10 14:10:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CF1R-PRF-01 Page 4 of 7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Total Cavity Winter Design Input Rating Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 100000-Btu/hr 0 0 • Inside Finish: Gypsum Board • Cavity /Frame: R -15/2x4 • Exterior Finish: Wood R-19 Wali Metal Stud Exterior Walls Steel Framed Wall 2x4 @ 16 in. O.C. R 15 0.132 Siding/sheathing1decking • Inside Finish: Gypsum Board • Cavity/Frame: R -19/2x6 • Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity/Frame: R -30/2x12 • Roof Deck. Wood Siding/sheathing/decking R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 • Roofing: tight Roof (Asphalt Shingle) • Floor Surface: Carpeted Floors Over Floor Deck. Wood Siding/sheathing/decking R-19 Floor Crawispace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 Cavity/Frame: R-19 /2x6 BUILDING ENVELOPE - HERS VERIFICATION 01 02.,„ 03 04 Quality Insulation Installation (QII) Quality installation of Spray Foam' Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 -1/1 DHW Standard DHW Heater 1 1 .0% 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 Instantaneous 0 0.98 100000-Btu/hr 0 0 Registration Number: 215-N6371277B-000000000-0000 Registration Date/rime: 2016-05-1014:17:46 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: CaiCERTS inc. Report Generated at: 2016-05-1014:10:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CFI R -PRF -01 Page 6 of 7 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1-1/1 — — — — — — SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name :Heating Component 1:Air Distribution System 1:HVAC Fan 1:1 Other Heating and Cooling System Heating Component 1 — HVAC Fan 1 Air Distribution System 1 Cooling Component 1::::1 Other Heating and Cooling System — Cooling Component 1 None None HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 92 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type Efficiency EER SEER Zonally Controlled Multi -speed Compressor HERS Verification Cooling Component 1 -hers -cool Not Required Not Required Not Required Not Required Cooling Component 1 DuctlessSplitAirCond 15 16 Not Zonal Single Speed Cooling Component 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Not Required Not Required Not Required Not Required Registration Number: 215-NB3712778-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-05-10 14:17:46 HERS Provider: CeICERTS Inc. Report Version - CF1R-04072016-744 Report Generated at: 2016-05-1014:10:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CFI R -PRF -01 Page 6 of 7 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsInAll Sealed and tested 8 Conditioned zone None Air Distribution System 1 -hers -dist Not Required Not Required no ducts None HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Required Not Required Not Required Not Required HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan x _ HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness (%) ) HERS Verification SFam IAQVentRpt 40.9 0.25 Default 0 Required Registration Number: 215-N6371277B-000000000-0000 Registration Date/Time: 2016-05-10 14:17:46 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-04072016-744 HERS Provider: CaICERTS inc. Report Generated at: 2016-05-1014:10:47 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 14:10, Tue, May 10, 2016 Calculation Description: Title 24 Analysis Input File Name: 2220 Energy.xml CF1R-PRF-01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Jim Peterson m� CA- Aterson Company: Signature Date: Streamline Engineering 2016-05-10 14:17:46 Address: CEA/HERS Certification Identification (If applicable): 60 Independence Circle City/State/Zip: Phone: Chico, CA 95973 530-892-1100 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 6 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 with this building permit application. Responsible Designer Name: Responsible Designer Signature: c�eterson Jim Peterson C3111- Company: Date Signed. Streamline Engineering 2016-05-10 14:1746 Address: License: 60 Independence Circle 53590 City/State/Zip: Phone: Chico, CA 95973 530-892-1100 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: 215-N6371277B-000000000-0000 Registration Date/Time: 2016-05-1014:17:46 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-04072016-744 Report Generated at: 2016-05-1014:10:47 a a Lr 5S SH31AHRS 1X3 Wd019A3Q 9l0Z R 9 A0 AiN11o") 3isriff PINE CONE WAY NEW HOME Smalley Genera FOR l Contracting Wally & Margaret Douglass 14788 Pine Cone Way Ma alia Ca 95954 065-370-025 F,�� BUTTE COUNTY DEVELOPMENT SERVE ,ES REVIEWED FO CODE C M PLIAN CE DATE & DgY Plot Ma 02/08/16 P-1 REVIERED FOR CODE 04PLIAR-7 JU�,' 0 9 2116 CUREGU Vzf,whs vwrir Submit completed term in penin or by BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGmail or fax to: u CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction L3Build County Development Sen ices ilding Building permit wilt not be issued until completed plan submitted 7 County Center 6riv-e # ... Oroville, CA 95965 APN: ? � (32.5 Bgliding permit i- Phone: (539)5384661 Owner Name: Far: (530)538-2140 Owner Mailing Atidriess° Owner Phone: [/ ' Jtabsite Address`_ fli " '` �� Project sq. Ft: J�J Project Type: v6nstruction o 0ematition Jobs to Contact in 'j € Co Ain c 64-4 iobske Phone:• Brief description of projr By Signing below, I acknowledge that I am respansibie far coinptying with there ireme of Ordinance 2006-3925 (Chapter 31. Artide VI1) fetated to recovery of construction and demotifidn debris and the lbdcorcompliance ult in delays to issuann8 uildi tdemoktion pertnit(s), hold on final inspection(s) andtor_penales. ?pplicant: (fYarnerf orrtrac Signature:.DaWi r f E Circle 2 i� ISERVICE PROVIDERS TO BE USED MATERIAL41) Rauss Recyclf . Dispose, . FACILf 3 inert Material (iorxafe as�tiaSa) ov "(iii" 2.``; f a LutlibeY 1�» PlantlTree Debris' Dry WaltA.6 Aa Metal Cardboard 41 Other: RecoveryPlan apprbv6d� (Buildini Please refer to the„.800"County onk PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQE COMPLIANCE DAT 6 �i BY & BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ; o .6 ~ 1 24 HOUR INSPECTION (IVR)#:530.538.4365 • CALIFORNIA- F OFFICE #: 530.538.7601 FAX#: 530.538.2140 or 530.538.7785 Site Address: 14788 PINE CONE WAY empl y any arson in any man r so as e corrfpensati n taws Califomia and agree coinpensati prow ons of Sec),0 700 of t Owner: X prbvi ons � � Permit No: B16-0258 Permit WALLACE APN: 065-370-025 Permit type: RESIDENTIAL PO BOX 1435 Issued Date: 6/23/2016 By ADF Subtype: SFD-CUSTOM/MODEL MAGALIA, CA 95954 Expiration Date: 6/23/2017 Description: REPL SFD (1090) 5305195665 Occupancy: R-3 Zoning: _ Contractor Applicant: Square Footage: SMALLEY GENERAL CONTRACTING BOB SMALLEY Building Garage Remdl/Addn 6567 MILTON COURT 6567 MILTON COURT 1,090 0 0 MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total 5303434418 �� 5303434418 0 0 1,090 Contractor ( e) State ntractors(License No. / Class / Expires SMALL Y GENEAAL 952967 / B1/10/31/2016 1 HEREBY/AFFIRM UNDE PENALTY OF PERJUR that/farh licensed under provisions of Chapter (commenting with Secti 7000) of Division 3 of the usi ssfand Professions C de, and my license I full force and effect. X Cc ra or's Signature Date I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. ,x`7711 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of La the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carder and policy number are: Carder. STATE Exp. INW211 17 I ceRi a the performan of the work fbr which this permit is issued, l shall not to b subject to the workers' empl y any arson in any man r so as e corrfpensati n taws Califomia and agree coinpensati prow ons of Sec),0 700 of t oma at, if I should becemejubject to the workers' abor Code, 1 shall to hwith co plywith those X prbvi ons � � WARHIING: FAILURE TO SECURE WORKERS' dOMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLO ER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lender's Name & Address City State Zip I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, atter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, as owner of the property, or my employees with wages as their sole compensation, will do U all of or (, portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). ,as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensurevnder the Contractors' State License Law for the following reason: /I / By my signature below, 1 certify to each of the following: 1 am U a Califomia licensed contractor or U the property owner' or U authorized to act on the property owner's behalf have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized Agent": 'requires separate verification form "requires separate authorization form Total Fees: $4,516.67 Fees Paid: Balance Due: (None) Job Value: $4,516.67 $105,544.70 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* Phone: (530) 538-7601 Fax (530) 538-2140 Website: www.buttecounty.net/dds Payment of Fees Required at Time of Application PLEASE PRINT CLEARLY I CONTRACTOR PROPERTY OWNER INFORMATION Last Name Mailing Address First Name I City M�2 Mailin Add res j Phone Mailing Address ` X11 Maili ddress CA State License No. Stat Z' Phon /7J5 J 41 AA City �- S `t' Stat Zi Email � Open Area: 'Covered Area: Email Cell 'I s Phone _ Fax 14 % 4 .�- Email Code Enf: S ONO Legal Lot: LJ YES NO Cell Occupancy Type Construction Permit Tech: Date:- 'o `�/ I �V APPLICANT IGNATURE AND DATE Date., P ' t Name: 7' *When filed, this application and aNApporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access K:/Forms/Building FormsBuilding Permit Application 1109Olt PE CONTRACTOR Name " ( -Tg)CX3 Mailing Address b City M�2 Mailin Add res j Phone Mailing Address ` Email Cityk Cell CA State License No. Stat Z' Phon Ziplbk 41 AA Fax �- S `t' Phone D- 413g Email � Open Area: 'Covered Area: Email Cell 'I Cell , � License No. qb 14 Class �V APPLICANT IGNATURE AND DATE Date., P ' t Name: 7' *When filed, this application and aNApporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access K:/Forms/Building FormsBuilding Permit Application 1109Olt PE ARCHITECT/ENGINEER Name " ( -Tg)CX3 Mailing Address First pipme City M�2 State Zip Phone Mailing Address Fax Email -- %�t7ze Cell CA State License No. City �V APPLICANT IGNATURE AND DATE Date., P ' t Name: 7' *When filed, this application and aNApporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access K:/Forms/Building FormsBuilding Permit Application 1109Olt PE APPLICANT FORM NO Last Name B OA First pipme structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click SElh below to see Manufactured Home Alterations and Permit Guidelines at: http://www.hcd.ca.gov/codes/mhp--/HCD Phone: (9116) 2555-2501 Mailing Address a./-a'Yv(c'2 -- %�t7ze A-JOBA- City State Ziplbk 41 AA non -contracted, plus materials charge) S `t' Phone Living Area: Garage: jo9_� Fax Open Area: 'Covered Area: Email ❑ Structure Built without permits TOTAL SQ: Cell ❑ Proposed Change of Occupancy/Use Note previouseuirrent use below: �V APPLICANT IGNATURE AND DATE Date., P ' t Name: 7' *When filed, this application and aNApporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access K:/Forms/Building FormsBuilding Permit Application 1109Olt PE T NO: FORM NO DBP -1 B OA PROJECT LOCATION APN Property Address ' !�/3r {� �.t/� (tea City Location must not be in the city limits of Chico, Gridley, Orgrille or Paradise, dick below for parcel information WORKER'S COMPENSATION Policy Number Jy / 3//� � r Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance LENDING AGENCY Name Mailing Address ft - city State Zip DESCRIPTION OR SCOPE OF WORK D Mobile Home permits (other than installation, foundation, utilities & non-attached Z structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: http://www.hcd.ca.gov/codes/mhp--/HCD Phone: (9116) 2555-2501 a./-a'Yv(c'2 -- %�t7ze A-JOBA- JOBVALUATION: (Enter value of labor, including $ non -contracted, plus materials charge) Square Feet Detail Living Area: Garage: jo9_� Open Area: 'Covered Area: ❑ Structure Built without permits TOTAL SQ: ❑ Proposed Change of Occupancy/Use Note previouseuirrent use below: FOR OFFICE USE ONLY Zoning: -� Flood Zone: SRA: YES ONO NPDES LJ YES LJ NO Code Enf: S ONO Legal Lot: LJ YES NO Occupancy Type Construction Permit Tech: Date:- 'o `�/ Department of Development Services 0 Tim Snellings, Director FM\!�.,, Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B16-0258 Owner's Name: DOUGLASS, WALLACE Assessor's Parcel Number: 065-370-025 Date of Application: 2/10/2016 Square Footage Verification No Change: NOTES: Verified By: Date: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: At Application: Change To: Ming Area 1090 Garage Area 0 Covered Area 0 Open Area 0 Other U No Change: NOTES: Verified By: Date: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: gym, Department of Development Services Tim Snellings, Director F7N*,-. �--i Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES I Building Permit Checklist Name: DOUGLASS, WALLACE Location: 14788 PINE CONE WAY, MAGALIA Assessor's Parcel Number: 065-370-025 Permit Number: B16-0258 1. 3 copies site plan �. 3 sets building plans 3:'2set energy calcs (if applicable) 4.-1 truss calcs (if applicable) 5-,-a set structural calcs (if applicable) 6. Intake Packet a. signed permit application b. owner builder (if applicable) �c. notice to builders ,/ d. fee summary Z�e. fire handout f. NPDES form =g. data sheet �h. PW Notification for 26-12 i. Hazardous Material Form (commercial) . Accessibility Worksheet (commercial) x/ k. Plan Check Sq Ftg Verification 7. 'Flood Certificates (if applicable) 8. 9. 10. Completed by: Date: t Department of Development Services ' Tim Snellings, Director Pete Calarco, Assistant Director e 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PERMIT APPLICATION DATA SHEET Reference Number: B16-0258 Date: 2/10/2016 Location: 14788 PINE CONE WAY By: AAS Parcel Number: 065-370-025 Sub Type: SFD-CUSTOM/MODEL Owner Name: DOUGLASS, WALLACE Phone: 5305195665 Description: REPLCMENT NSF (1090) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ,'Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 ,`SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901— 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other: **When filed, this applicat' d all Act. All public informa; rela d to County's website fo electron! acce trial becomes subject to the California Public Records is subject to public inspection and will be posted on the Signature of AplkicAnt: t �Ky i \� Date: 2/10/2 16_ Department of Development Services 7 County Center Drive Oroville, California 95965 1 DEVELOPMENT SERVICES DOUGLASS, WALLACE RE: 065-370-025 Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 Permit No: B16-0258 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/bufteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http //www buttecounty.net/publicworks/divisions/landdevelopment/impstd.html ) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any e: through Frid , 8:00 1 have read ,end and to 4:0p p.m. Land Development Division at (530) 538 7266, Monday requirements: Date: 2/10/2016 Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B16-0258 Date: 2/10/2016 Location: 14788 PINE CONE WAY By: AAS Parcel Number: 065-370-025 Sub Type: SFD-CUSTOM/MODEL Owner Name: DOUGLASS, WALLACE Phone: Description: SIERRA DEL ORO ESTS UNIT 4 LOT 253 To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte Count �v ____ b ent Services Building Division To request an inspectio call 530.538.6226),;s is Fire Prevention Bureau's recorded inspection line; you will need the in of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and uDderstand the above Ore inspection requirements. AFA-6- Date: 2/10/2016 I Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director Q' 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicipalcodes.lexisnexis.com/codes/butteco/ **When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B16-0258 D 271 2016 Parcel Number: 065-370-025 Location: 14788 PINE CONE GALIA hone: 5 5195665 Owner Name: DOUGLASS ALLAC Description: REPLCMEN NSF (1090) / Signature of Applic~a _ \ J Date: 2/10/2016 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 1 DEVELOPMENT SERVICES 1 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment .[LESS THAN I ACRE] Reference Number: B16-0258 Location: 14788 PINE CONE WAY Parcel Number: 065-370-025 Owner Name: DOUGLASS, WALLACE Description: REPLCMENT NSF (1090) Date: 2/10/2016 By: AAS Sub Type: SFD-CUSTOM/MODEL Phone: 5305195665 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more th a acre of disturbed soil will require a Construction Storm Water Permit from the State f California Regional Water Quality Board. Date 2/10/2016 Title C/1V,4.-��.4��2� Description: REPLCMENT NSF (1090) PAID DATE F -F MORROW Subtype: SFD-CUSTOM/MODEL yp Status: UNDER REVIEW Applied: 2/10/2016 AAS Type: RESIDENTIAL RECEIPT # CHECK # Approved: Parcel No: 065-370-025 Site Address: 14788 PINE CONE WAY MAGALIA,CA 95954 DESCRIPTION ACCOUNT Block: Lot: AMOUNT Issued: Subdivision: Zoning: Finaled: Lot Sq Ft: 0 Building Sq Ft: 0 SF CRIMINAL JUSTICE 12 2% ADMIN Valuation: $105,544.70 Occu e: P Y YPanc T Construction Type: V -N Expired: No. Buildings: 0 No. Stories: 0 No. Unites:1 Details: 1 BEDROOM SF CRIMINAL JUSTICE 12 98% 5205-52050000-462000- 101001 rf Printed: Wednesday, February 10, 2016 10:12:40 AM 1 of 4 — C, SYSTEMS PAID DATE F -F MORROW RECEIPT # CHECK # METHOD PAID BY CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID $0.00 SF CRIMINAL JUSTICE 12 2% ADMIN 0010-4402300-422000- 101001 0 $1.40 $0.00 SF CRIMINAL JUSTICE 12 98% 5205-52050000-462000- 101001 0 $68.60 $0.00 SF FIRE 12 2% ADMIN 0010-4402300-422000- 101001 0 $2.80 $0.00 SF FIRE 12 98% 5223-52230000-462000- 101001 0 $137.20 $0.00 SF GNRL GOVT CW 12 2% ADMIN 0010-4402300-422000- 101001 0 $2.40 $0.00 SF GNRL GOVT CW 12 98% 5201-52010000-462000- 101001 0 $117.60 $0.00 SF GNRL GOVT UA 12 2% ADMIN 0010-4402300-422000- 101001 0 $2.40 $0.00 SF GNRL GOVT UA 12 98% 5206-52060000-462000- 101001 0 $117.60 $0.00 SF HEALTH & SS 122% ADMIN 0010-4402300-422000- 101001 0 $0.60 rf Printed: Wednesday, February 10, 2016 10:12:40 AM 1 of 4 — C, SYSTEMS �i b° >eh �I� ;: � • •CALIFORNIA• DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY LTD CBY BY SF HEALTH & SS 12 98% 5207-52070000-462000- 0 529.40 $0.00 101001 SF JAIL FACILITY 5202-52020000-462000- 0 $83.67 $0.00 101001 SF LIBRARY 12 2% 0010-4402300-422000- ADMIN 101001 0 $1.00 $0.00 SF LIBRARY 12 98% 5212-52120000-462000- 0 $49.00 $0.00 Ell 101001 SF SHERIFF 12 2% 0010-4402300-422000- ADMIN 101001 0 $4.20 $0.00 SF SHERIFF 12 98% 5222-52220000-462000- 0 $205.80 $0.00 101001 SF TRNSPRTTN 12 2% 0010-4402300-422000- ADMIN 101001 0 $6.60 $0.00 SF TRNSPRTTN12 98% 5215-52150000-462000- 0 $323.40 $0.00 101001 Total Paid for CFIFR SINGLE FAMILY 12: $1,153.67 $0.00 0010-4402300-422000- DOUGLASS & DB CA S81473 101001 0 $5.00 $5.00 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DB CA SB1473: $5.00 $5.00 DBF R3 DWLNG 0010-4402400-422000- CSTM/MDL INSP FEE 101001 0 $1,557.60 $0.00 DBF R3 DWLNG 0010-4402100-422000- DOUGLASS & CSTM/MDL PLAN CHK 101001 0 $1,038.40 $1,038.40 2/10/16 8015275 1598 CHECK MARGARET M AAS FEE WALLACE Total Paid for DB R3 DWELLING -CUSTOM, MODEL 09: $2,596.00 $1,038.40 Printed: Wednesday, February 10, 2016 10:12:40 AM 2 of 4 �! :'"*'... :... SYSTEMS 6%mm ft'op gp1b, -CA LIFO RNIA• DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BY 0010-4402100-422000- DOUGLASS & DB SMIP RESIDENTIAL 101001 0 $13.72 $13.72 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DB SMIP RESIDENTIAL: $13.72 $13.72 DBMSC TECH INVST FEE 0010-4403100-422000- DOUGLASS & R OCC 09 101001 0 $25.96 $25.96 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DB TECHNOLOGY INVESTMENT FEE: $25.96 $25.96 DBEH BUILDING 0021-5400000-461199- DOUGLASS & REVIEW FEE 101001 0 $105.00 $105.00 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DBEH BUILDING REVIEW FEE: $105.00 $105.00 DBFIRE FIRE FINAL 1 0010-1401000-461901- 1 0 $0.00 0.00 INSPECTION RES 09 101001 Total Paid for DBFIRE FIRE FINAL INSPECTION RES 09: $0.00 $0.00 DBFIRE FIRE PRE 0010-1401000-461901- DOUGLASS & PLNCK/INSP RES 101001 0 $228.00 $228.00 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DBFIRE FIRE PRE PLNCK/INSP RES: $228.00 $228.00 DBMSC FIRE SAFE 0010-4402300-422000- DOUGLASS & STANDARDS REVIEW 09 101001 0 $127.00 $127.00 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DBMSC FIRE SAFE STANDARDS REVIEW 09: $127.00 $127.00 DBMSC GENT PLAN 0010-4401200-461901- DOUGLASS & MAINT FEE R OCC 09 101001 0 $116.82 $116.82 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DBMSC GEN'L PLAN MAINT FEE R OCC 09: $116.82 $116.82 Printed: Wednesday, February 10, 2016 10:12:40 AM 3 of 4 L�S YSTEMS •CA L I f O R N IA• e 1111t k e al S PER BER e �0 16- 258 �1 DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BY DBMSC SCANNING FEE 0010-4402300-422000- DOUGLASS & 09 101001 0 $64.00 $64.00 2/10/16 B015275 1598 CHECK MARGARET M AAS WALLACE Total Paid for DBMSC SCANNING FEE 09: $64.00 $64.00 DP PLANNING CLEARANCE FOR 0010-4401300-461901- 101001 0 $81.50 $81.50 2/10/16 8015275 1598 CHECK DOUGLASS & MARGARET M AAS PERMITS 09 WALLACE Total Paid for DP PLANNING CLEARANCE FOR PERMITS 09: $81.50 $81.50 MR 1, 1 xxxi At the time of per rt a plication, plan checking pr cess. Signature: the above fees are required prior to issuance of the permit. These fees may change during the Date: 2/10/2016 ❑ I would like to defer the required impact fees as noted within this fee summary until prior to Final Inspection. I further understand that I am required to pay the requested deferred impact fees as noted within this fee summary, before I am allowed to schedule a Final Inspection. I will not be allowed to occupy the permitted structure until a final inspection has been performed and approved after all fees have been paid. Signature: Date: 2/10/2016 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Printed: Wednesday, February 10, 2016 10:12:40 AM 4 of 4 ► � SYSTEMS PINE CONE WAY NEW HOME Smalley General FOR al Contracting Wally & Margaret Douglass 14788 Pine Cone Way Magalla Ca 95954 065-370-025 m� BUTTE COUNTY FEB 10 2016 DEVELOPMENT SE VICES 2. Plot Map 02/08/16 P-1 NEW HOMESmalley General Contracting FOR Wally & Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 Floor Plans 3/16"=1'-0" 02/08/16 A-1 COUNTY FEB 10 2016 ]DEVELOPMENT S,', -.",'ICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B16-0258 Owner's Name: DOUGLASS, WALLACE Assessor's Parcel Number: 065-370-025 Date of Application: 2/10/2016 Square Footage Verification No Change: NOTES: Verified By: f = IDate: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: MISCIMBUTED FEB 15 2016 DUREAU VERITAS IM.A. At Application: Change To: wing Area 1090 Garage Area 0 Covered Area 0 Open A' rea 0 Other No Change: NOTES: Verified By: f = IDate: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: MISCIMBUTED FEB 15 2016 DUREAU VERITAS IM.A. t�PU.V e June 9, 2016 m � 22 g Philo Hunt 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-7785 Email: phunt(Dbuttecounty.net CC: idebrunner(Dbuttecounty.net Re: Plan Review: Douglass NSFR Address: 14788 Pine Cone Wy, Magalia Dear Mr. Hunt: Butte County — FINAL REVIEW Jurisdiction Application: B16-0258 BVNA Job No.: 36016-025007.00 Bureau Veritas North America, Inc. (BVNA) has completed a final review of the following documents: 1. Plans: Two (2) copies of plan sheets T-1 through S-1 dated 2/8/2016 by Streamline Engineering, Inc. 2. Structural Calculations: Two (2) copies dated 5/6/2016 and supplemental calculations dated 6/7/2016 by Streamline Engineering, Inc. 3. Title 24 Enerqv Compliance Documentation: Two (2) copies dated 5/10/2016 by Streamline Engineering, Inc. 4. Truss Calculations: Two (2) copies dated 4/29/2016 by Homewood Truss. The 2013 California Building Code (CBC), 2013 California Residential Code (CRC), 2013 California Mechanical Code (CMC), 2013 California Plumbing Code (CPC), 2013 California Electrical Code (CEC), 2013 California Green Building Standard Code (CGBSC) and 2013 California Energy Code was used as the basis of our review. We have no further comments. Condition of Approval: The red lines on the various plan sheets and documents shall be incorporated onto all final sets of plans and documents. Enclosed, please find the above -noted documents bearing BVNA approval stamps and signatures on the appropriate sheets. Please do not hesitate to contact us with any further questions. Reviewers: Rick Mauldin and Wendy Haggard Sincerely, BUREAU VERITAS NORTH AMERICA, INC. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. Bureau Veritas North America, Inc. ;`fain: (916)725-42(X) 180 Promenade Circle, Suite 150 Pax: (916) 725-8242 Sacramento, CA 95834 wvNnN,.us.burcaui-critas.eom ,E Butte County Department of Development Services PERMIT CENTER �z7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 1�T414.113 [ifCCtNttl tc'.n el:'t:(jS FORM NO PLAN CHANGE, RECHECK, OR RETURN Owner's Name: Contact Person Name: Contact email: Contact Phone Number: 3'D - 5.- .I —• 5Z Z/ 5'_ Date Submitted: Permit Number: " �✓" bAssessor's Parcel Number:. " O Z ,S ` ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) R TTTE PPIMe check any that apply: !'OUNTY f3 Response to Plan Check Letter? MAY 2-6 2016 ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? DEVELOPMENT ❑ Is unfinished area being in -filled or completed? 'SERVICES ❑ Other: 1. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: Revised 7.20.2015 Page 1 of 1 L0 SRDIAH9S ZNgWdO'IRA90 Airuioo sisn E PINE CONE WAY r NEW HOME Smalley General Contracting Plot Map FOR Wally & Margaret Douglass 02/08/16 14788 Pine Cone Way Magalia Ca 95954 065-370-025 P-1 r a 20'-0• 20'-0• 2'•11 1/11' r'•3 Ile•, 0'-01 1/N' 2-4118- 4040 F -- - 2050 ,1}, " 2050 9 - __________p zj �gQ SUN OM r IF i a� 3: , .2816• a SSI VE-- a BATHROOM< a'•0_ T - --- i'•8112• -A A fD� O O ns re 21 11 > W g'-4112' , a0 �� m, �U KITCHEN M � I/2' DRYWALL U ER $TAIp PROTECTI N R302.7 1 X m'Im m v LIVING ROOM i x m x m ' e � � 1 1 � 1 N 70'•2 3/4• D'•N 7/3• m DINNING ROOM m 4 30 D60 5H 30 AC 101.0- 20'.0' FIRST FLOOR PLAN NEW HOMESmalley General Contracting FOR Wally & Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 BUTTE COUNTY MAY 2 6 2016 DEVELOPMENT SERVICES 8/C- 6as i?' ADDITIONAL ELECTRICAL NOTES: 1. SATMRROM FANS MUST BE CONTNOOLED BY A HUM I OISTAT CONTROL W/ ADJUSTMENT OF HUMIDITY RANGE BETWEEN 60.90S. 2. ALL120-VOLT,BINGLE PHASE, 15 A 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS SHALL BE ARC - FAULT CIRCUIT. INTERUPTER PROTECTED. S. ALL/20-VOLT,SINGLE PHASE, 15 S 20 -AMP RECEPTACLES SHAL BE LISTED TAMPER . RESITANT RECEPTACLES. 2013 C.E.C. ELECTRICAL DESIGN NOTES: I. AT KITCHEN LOCATION AT LEAST 50% TME INSTALLED WATTAGE OF LUMINARIES IN THE KITCHEN SHALL BE NIGH EFFICACY, AND THE WATTAGE THAT IS NOT SHALL BE CONTROLEO SEPARATELY. 2. BATHROOM FIXTURES SHALL BE "IOM EFFICACY OR MANUAL- ON OCCUPANCYSENSOR. S. LAUNDRY ROOM FIXTURES SMALL BE NIGH EFFICACY OR MANUAL -ON OCCUPANCYSEM30R. 4. UTIKLITY ROOM FIXTURES SMALL BE NIGH EPPICACY OR MANUAL -ON OCCUPANCYSEN80R. S. GARAGE FIXTURES SHALL BE HIGH EFFICACY OR MANUAL -ON OCCUPANCYSENSOR. S. ALL OTHER ROOM FIXTURES SHALL BE HIGH EFFICACY OR MANUAL- ON OCCUPANCYSENSOR OR DIMMER. (ALL INTERIOR ■OOM6EXCEPT CLOSETS LESS THAN 70 S0. FT, 7. OUTDOOR LIGHTIM9 ATTACHED rO BUILDINGS SHALL BE HIGH EFFICACY OR CONTROLLED SY NOTION SENSOR W/MANUAL- ON I AUTOMATIC- OFF AND PHOTO CONTROL. SYMBOL LEGEND: --fl° DOOR BELL LITE CAN LITE O FAN LITE WALL LITE OELECTRIC METER 2Q OUTLET 3D 220 OUTLET ® OUTLET CEILING SUB PANEL ® SMOKE DETECTOR t4 SWITCH u� THREE WAY SWITCH © VENT FAN a CARBON MONOXIDE DETECTOR Q DRYER VENT x�NMMt"! LITE STRIP LITE / FAN INDOOR AIR QUALITY VENTILATION 1. BATMRROM FAN•s MINIMUM CFM RATING OF T6 CFM. M THE BATHROOM EXHAUST FAM SHALL BE RATED AT A MINIMUM OF f.0 SOME. S. THE CONTROL SWITCH MUST BE LABLED AS THE WHOLE.BUILDING VENTILATION AND FAN SHOULD OPERATE WHENEVER NOME IS OCCUPIED. B. THE BATMAOOM EXMAUST MME MUST BE CONTROLED W A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELITWE HUMIDITY RANGE OF BO TO 84%. 2012 CGN80. S. PROVIDE A LOCAL KITCHEN HOOD EXHAUST (100 -CFM MINIMUM WITH 740MBE RATING MAX,) DUCTED TO THE OUTSIDE. Floor Plans 3/16"=1 B-0" 02/08/16 A-1 FOR Ma gd,&% Do ratf 14788 PINE- CONE WAY MAGALIA, CA. 95954 A P N -0.6 5 3 7 0 0 2 5' ARCHITECTURAL 3-14 Insulation schedule. Exterior Walls: 2 x 4 Siuds R-13 Batt GENERAL: ELECTRICAL (CONTINUED): FINISH CARPENTRY: R-38 Batt / Blown roect shall conform to the 2013 TYP. California Building Code (CBC), (Title 24), (CRC), (CGBC) 1-1 All work on thisj P 7-13 All branch circuits that supply 120 volt, single phase, 15 and 20 amp branch circuit supplying outlets installed in 15-1 Perform all work necessary and required for finished woodwork including, but not limited to: galvanized wrought iron and stainless steel 304 cannot be used underground and must be at least and any other applicable state, county and/or city codes and ordinances. dwelling unit Kshall be protected by listed combination type arc -fault circuit interrupters, installed to A. Interior trim and millwork. B. Similar assemblies of finish wood. 6' above ground. 21-17 A min. 18'x24' underfloor access, unobstructed �y pipes or ducts and within 20' of each under -floor plumbing 1-2 Written dimensions shall be used. Do not scale drawings. 1-3 If information on the plans differ from these notes, contact Bob Smalley General Contracting for clarification. provide protection of the branch circuit. CEC 210.12(B). 7-14 Ceiling suspended fans shall be supported Independently of an outlet box or by listed outlet box or outlet box ` C. Hanging interior doors. 15-2 All millwork shall be fabricated and assembled for measurements taken at the site. 11.1 Provide safety tempered glazing in 'hazardous locations", including but not limited to all glazings in shower 1-4 The contractor shall verify site conditions and their correlation with the drawings and shall bring any problems to the systems identified for that use CEC 2120.18 7-12 Light in clothes closets: surface mounted or recessed Incandescent with completely enclose lamp and 12" or 6", 15-3 Casing trim, cleats, etc.: Apply with appropriate sized nails countersunk and filled. All materials shall be locks shall be keyed per owner's request. attention of the Designer and/or Engineer prior to construction. 1-5 In the event certain features of the construction are not fully shown on the drawings or called for in the notes, respectively, minimum from shelf or surface mounted or recessed fluorescent 6" minimum from shelf. CEC applied to solid backing or applied with appropriate fasteners. 6-2 then their construction shall be of the same character as similar conditions that are shown or called for and shall 410.8. 15-4 All interior trim, casing, etc. shall be painted, finger joint. uuu be approved by the Designer and/or Engineer. 7-13 Electrical contractor shall supply and install exterior meter service and junction boxes for cable TV and telephone 11-3 All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The FIRE NOTES: 1-6 All dimensions are face of stud, face of concrete, Ir face of masonry, unless otherwise noted (U.O.N.). hookups. PAINTING: minimum net clear openable height dimension shall be' 24'. The minimum net clear openable width 1-7 Drawings represent finished structure. They do not indicate the method of construction U.O.N. 1-8 It is the owner's/contractor's responsibility to verify that the project conforms with (Covenants, 7-14 Electrical service panels shall not be installed in firewalls, U.O.N. 7-15 Exterior lights shall be labeled 'suitable for wet locations", unless they are under a porch where they may be labeled 16-1 Perform all work necessary and required for completion of the project. Painting of electrical work in finished device as per state law. Conditions & Restrictions (CC&R's) of the subdivision and/or approval of the property owner's association. Installation hook up of all utilities shall be in accordance with applicable codes and the requirements of the utility 'suitable for darip locations". CEC 410.4(A) 7-16 Electrical contractor shall provide 120 -volt receptacle within 25 feet of mechanical equipment and an electrical areas of the building and access doors is included. 16-2 No painting/finishing shall be started until the surfaces to be painted/finished are in proper condition in every 6-5 1-9 and company. Electrical, heating, ventilation plumbing, air conditioning equipment and other service facilities shall be located or 1 10 Elec g, , p 9 disconnect adjacent to mechanical equipment. A permanent electrical outlet (controlled by a switch located at the passageway opening) shall be provided at or near attic mounted furnaces. Provide combustion air for all fuel respect. 16-3 Wood surfaces shall be sanded and dusted clean. Putty all nail holes, cracks, etc. after first prime coat. floors, walks, hardware, and any other surfaces clean and free of paint, stain, W J designated to prevent water damage/infiltration. 1-11 Construction shall be of the highest quality workmanship. All walls shall be plumb and true. All connections shall burning appliances. _ _ 7-20 Switch control lighting or outlet in each habitable room and bathroom. CEC 210.70(A). 16-4 Leave all glass areas, stucco surfaces, spatter, smears, and smudges which are the result of these operations. Replace any glass damaged in any way, be to match roof color. CORROSION -RESISTANT METAL INSTALLED OVER A MIN. 36" WIDE UNDERLAYMENT be made secure according to accepted construction Procedures or as specified herein or as per the 2013 (CBC.) 7-21 Switch control lighting at exterior doors, bathrooms, garage, hallways, stairways (at each level), attached 16-5 All roof penetrations such as flues and vent pipes, etc. shall painted 11-6 Doors and enclosures of bathtubs, spas, hot tubs, saunas, etc. shall be safety glazed ('bottom exposed edge 1-12 Bob Smalley General Contracting assumes no responsibility for any changes, errors, omissions or deviations by the garages, and storage dress including the attic. CEC 210.70(A). FLASHING: Level floor or landing on each side of door (unless exterior landing -2% max. slope.) Exceptions: A) Door is owner or contractor, either intentional or accidental. 1-13 The owner is advised that these drawings or associated construction documents are the only medium available 7-22 Provide disconnect within sight of air-conditioning. CEC 440.14 7-23 Provide 30' wide or depth minimum of equipment x 36" deep working clearance at AC disconnect. CEC 19-1 All flashing shall be 24 ga. galy. Sheet metal U.O.N. Prime and paint to match adjacent construction. O ESSlON to express the intent of Bob Smalley General Contracting and cannot be assumed to be all-inclusive in that regard. 1-14 The immediately adjacent to the foundation shall be sloped away from the building at a slope of not 110-26(A) 7-24 Smoke alarms shall be installed in each sleeping area, in hallways leading to bedrooms, on each floor, and at 19-2 Flash and counter -flash at all roof/wall connections. W Z ground less than one unit vertical in 20 units horiz. (5%) for a min. distance of 10' measured perpendicular to the face the or approved alternate method of diverting water away from the foundation shall be used. the top of stairways, and vaulted ceiling more than 24" higher than hallway. CBC 907.2.10. 7-17 Any spas (or hot tubs) shall be installed in accordance with C.E.C. Lighting fixtures, lighting outlets, and ceiling fans 19-3 Provide galy. Flashing at all wood/concrete connections. 19-4 Flash all roof and wall or chimney intersections with 24 ga. G.S.M. flashing. Roof flashings around pipes, vents, be follow 22-3 ROOF & ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC NONCOMBUSTIBLE WIRE MESH of wall Exception: where climatic or soil conditions warrant, the slop of the ground away from the building foundation located over a spa (or hot ,tub) or within 5'-0" of the inside walls of a spa (or hot tub) shall be protected by a G.F.I. "suitable flues, chimneys, etc. shall be 24 ga. G.S.M. copper or other approved flexible flashing material and shall contours of the tile and allow seating of the the where occurs. plan of adjacent walking surface. Or within 60" horizontally of the bo om tread of a stairway In any direction is permitted to be reduced to not less than onunit vertical in 48 units horizontal (2% slope). circuit and shall be labeled for use in damp locations'. 7-18 The grounding electrode system shall be in accordance with C.E.C. 250-50. Contractor shall provide a minimum of 20 19-5 Pressure treated wood next to aluminum is not allowed. GENERAL EXTERIOR: feet of #4 copper located near but not on the bottom of the footing. Grounding electrode conductor shall be 19-6 Provide flashing at all exterior openings exposed to weather. 7-1 All work shall conform to 2013 California Electrical Code (C.E.C.) and all other governing codes. continuous to panel board (no splices) per C.E.C. ((t@9 22-4 VENTS SHALL NOT BE INSTAL ED IN EVES OR CORNICES. (GBG 7044o&2) C.M.U. CONCRETE MASONRY UNIT 2-1 Refer to site plan for location of building and grading, county and/or city codes and ordinances. 7-19 Electrically conducive materials (i.e. metal water and gas piping and structural steel) that are likely to become STREET NUMBERS: 22-5 EVES & SOFITS SHALL BE PROTECTED BY IGNITIONRESISTANT MATERIALS 2-2 Final grades around building perimeter shall slope away from foundation. energized shall be bonded to supply system grounded conductor. 20.1 Install street address numbers of sufficiats size and contrasting material to be readily visible from the street. j.. Fire be to cut off all concealed draft openings (bath vertical and horizontal) and shall 2-3 Roofing shall be installed per manufacturer's recommendations. 2-4 Install all stone veneer per manufacturer's installation specifications. DRYWALL: 20-2 Builder shall verify additional requirements with building department. Electrical contractor shall verify all fixtures and device locations with owner, Space all electrical outlets so that no space along the floor line in any wall space Is more than 6'-0" measured 2-5 Chimneys shall extend T-0" min. above any part of building and terminate within 10'. Provide manufacturer's approved spark arrestors at all chimney top termination of factory -built fireplaces. 8-1 All gypsum board seams shall be taped and textured as per owner's request. PLUMBING: 2-6 Verify location of all downspouts with owner. Final discharge from downspouts shall be 5' min. from building. 8-2 Metal edge shall be installed at all exposed exterior corners.►'f16 8-3 All openings for outlets, switches, etc. shall be cut. Score and knockout method shall not be used, 21-1 Water Closet average consumption shalI not be more than k8 gallons of water per flush. CPC 402.2 ENERGY: 8-4 All edges and ends shall occur on the framing members, except those edges and ends which are perpendicular to 21-2 Shower: doors 22" min. unobstructed opening. Min. finished interior of 1,024 square ;riches and 30' circle inside taken WALL COVERINGS SHALL EXTEND FROM THE TFT OF THE FOUNDATION TO THE ROOF, the framing members and at braced wall panels where all edges must be blocked U.O.N. at 70" above shower drain outlet. CPC 411.6 and 411.7 21-3 The base for wall the in tub & shower areas and wall ceiling panels shower areas shall cement, fiber -cement C. Any other locations not specifically mentioned above, such as pipes, 3-1 All exterior doors & windows shall be weather -striped. 3-2 All joints & penetrations In exterior walls, floors, & ceilings shall be calked & sealed. 8-5 Fire -rated assemblies shall have joints treated (taped). 8-6 Water-resistant gypsum board shall be installed at all wet locations except at showers. or glass mat gypsum backers in compliance with ASTM C 1178, C 1288 or C 1325, installed per manufacturers e8e 2589:2 0e -r- Provide minimum one separate 20 amp circuit for laundry appliances. Provide receptacle at kitchen island or peninsula counters. CEC 210.52(C). 3-3 Exhaust fans & fan systems to have backdraft damper control. & heater equipment shall be certified by the California Energy Code 8-7 Framing around shower shall be protected with approved waterproof paper. Water-resistant gypsum board may not be used. 1/2" cement backer board or other approved the or wall panel backing board shall be used. recommendations. 21-4 Bath tubs/whirlpools shall have removable panel to access and remove pump. Circulation piping shall be self draining 7-9 3-4 Shower heads, faucets, HVAC, water b the State Fire Marshall. Y 14.3 5/8' type 'X'. gyp. Bd. Under all stairs and typ. useable storage space under stairway shall be one-hour construction. to minimize water retention. CPC 414.0 (C.E.C.). 3-5 All gas appliances shall have an intermittent ignition device. VENTILATING/ATTIC ACCESS: 21-5 Water temperature shall be limited to 120 degrees F in showers and tubs. CPC 418.0 21-6 Shower and tub shower combinations shall have individual control valves of pressure balance, thermostatic, WITH 1/4' OPENINGS OR ITS EQUIVELANT.(Ott-rITTA-9.2 14 3-6 Exterior windows & doors, w/ glazing, shall have permanent NFRC levels attached, u -values of doors or 10-1 Provide ventilation in all attic areas to meet code requirements. or combination of pressure balance / thermostatic mixing valve type. CPC 418.0 tapered joints. windows shall meet Title 24 calculations. 3-7 Ducts to be constructed per California Mechanical Code (2013 CMC). 10-2 Provide 6' x 14" galvanized vents at all areas with crawl spaces. Venting shall be a ratio of 1:150 floor area. 'on Cover vents w/ 1/4" to & leas t two opposite sides to provide cross ventilate P 21-7 Shower heads shall be at least 70' above drain inlet. CPC 1210.3 I with CPC 501.1. r heaters in bedrooms or bathrooms must tom t 21-8 Water comply the wall line. 20' maximum above the countertop. CEC 210.52(C). 3-8 Insulate all ductwork in unconditioned space R-4.2 min.. U.O.N. See energy talcs for additional information. 3-9 Water heating equipment shall be certified by the C.E.C. Water heater energy factor to .60 min.. Pipe within Locate vents close corner at pp L�G corrosion - resistant wire mesh. Provide underfloor access per7beave 21-9 Water heaters shall be strapped at points within the upper 1/3 and lower 113 of its vertical dimensions. At lower point, a /shall the 7-11 5'-0' of the water heater in unconditioned space) shall be insulated with R-4 insulation. information. 10-3 The attic access opening shall not be less than 22' x 30' and shocated in the corridor, hallway, or other readily accessible location. 30' minimum unobd headroom in the attic space shall be min. distance of 4" be maintained above the controls of strapping. 21-10 Water Heater in garage: all burners and burner -ignition devices shall be 18" above the floor, protected by vehicles. 3-10 Mechanical equipment energy rating: see Title 24 energy talcs for additional 210.52(E) and 406.8(A) and (B). Provide least one outlet in hallways 10 ft. long. CEC 210.52(H). CPC 508.14 ("'2) 22-9 ETERIOR DOORS ASSEMBLIES SHALL BE SOLID CORE WOOD HAVING STILES AND RAILS NOT 3-11 All windows to be standard dual glazed w/ vinyl frames U.O.N. for light/in kitchens &bathrooms shall have an efficiency of not less than provided at or above the access opening. 10.4 Attic ventilation needs to be at least 1/150 of the attic area withquired venting located at least 3' above 21-11 All storage type water heaters need a temperature/pressure relief valve with a 3/4' hard pipe drain which terminates 6' 3-12 Lamps used in luminaries general g 40 lumins watt (usually fluorescent). save or cornice vents with a balance of required venting provideor cornice vents and shall have to 24' above grade and pointing downward. The drain pipe shall maintain a downward slope to the exterior. per 3-13 Title 24 installation certification form shall be posted at front entrance prior to We issGance of a certiricate cross ventilation for each separate space. The area of ventilation may be reduced to 1/300 provided a vapor is installed the warm side of the attic insulation. Insulation baffles need to be used to keep a min. CPC 505.4, 505.5 & 608.5 21-12 Where a pressure regulator or storage type water heater are present, an approved, listed expansion tank or other CTR. CENTER of occupancy. This is an addition to the insulation certificate. retarder on f 1" ' f ment of air G4;4;4-144,2-,l�A' device shall be installed to control intermittent thermal expansion. 3-14 Insulation schedule. Exterior Walls: 2 x 4 Siuds R-13 Batt 2 x 6 Studs R-19 Batt Ceiling R-38 Batt / Blown Interior Wells (opt.) R-13 Batt exceed 3,000 sq. ft. G-4.3. L'j�- galvanized wrought iron and stainless steel 304 cannot be used underground and must be at least o ser space or move 10-5 Openings into attic space shall be covered with corrosion - resistant wire cloth screening or other material that 21-13 Anti -siphon devices are required at all hose bibs, both interior and exterior, except the clothes washer connection. has openings a min. of 1/8" and shall not exceed 1/4". 68f 298-Y.1. Cj'"G This is to prevent the possible backflow of contaminated water into the potable water system. CPC 603.4.7 10.6 Openable skylights need to be at least 10' from plumbing vents and 4' from other vents or flues. CPC 906.2. 21-14 A mti. of 24" is required in front of the toilet bowl and the toilet is to be centered in a 30" wide space. CPC 407.6 10.7 Rafter space with gyp -board on one side of the rafter and not sheathing on the other are to be ventilated. 21-15 Each vent shall terminate not less than 10' from, or at least 3' above, any openable window, door, opening, air intake, A min. of 1' airspace shall be provided between the insulation and the roof sheathing. The net free or vent shaft, nor less than 3' in every direction from any lot line, alley and street excepted. CPC 906.2 ventilation area shall not be less than 11150 of the area space ventilated. ^a .[eL 21-16 No building sewer or other drainage pipe can be constructed of materials other then cast iron, galvanized steel, L h d I 40 ABS DWV hedule 40 PVC DWV 9060icX.'Ld • DEFERRED SUBMITTALS NOT PLANNED AT THIS TIME SPECIAL .INSPECTIONS NOT PLANNED AT THIS TIME CODE ANALYSIS APPLICABLE CODE: 2013 C.B.C., 2013 C.M.C., 2013 C.E.C., 2013 C.P.C., 2013 C.F.C., 2013 C.R.C., 2013 C.G.B.C. BUILDING USAGE: SINGLE FAMILY RESIDENCE OCCUPANCY CLASS: R-3 LOWER FLOOR SQ.FT. 720 LOFT SQ.FT. 370 GARAGE SQ. FT. 0 TOTAL FLOOR SQ. FT. 1090 NUMBER OF STORIES 2 -STORIES TYPE OF CONSTRUCTION V -B FIRE SPRINKLERS: REQUIRED NOTE: ADDRESS NUMBERS OF SUFFICENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE PRIMARY STREET. BUTTE COUNTY MAY 2 5 2016 DEVELOPMENT SERVICES gnz- i IIEVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH [g,�LO13 CALIFORNIA BUILDING CODES 8-t13 CAL11111 1A n ECPRICAL CODES OL400 ON 2 1l NM raiJ%!nodi= ALA ia. AWLv 1! [ - rI3 CALIFORNIA ENERGY CODES 13 CA1,1117ORMA >Hr.CILANLcet CODES ❑ x.^13 CALIFORNIA BUILDING CODES -STRUCTURAL ONLY V2 CALL�'ORNIA GREEN BUILDING STANDARDS CODE ❑ 2013 CALIFORNIA FIRE CODES (_,,'7-1+"13 CAUFOR IIA RESI[DENnAL CODE Pian review approval of documents does pot authorize construction to proceed in violation f any re al, state, nor local regulation. B DATE: B AU TAS N0R'rI1 AMERPI I INC. SHEET INDEX SHEET DESCRIPTION T-1 COVER SHEET A-1 ELEVATIONS A-2 FLOOR PLANS A-3 FOUNDATION AND FLOOR FRAMING S-1 STRUCTURAL DETAILS ABBREVIATIONS AB ANCHOR BOLT KIT. KITCHEN 10-8 Draftstopping shall be installed in attics and concealed roof spaces, such that horizontal area does not galvanized wrought iron, lead copper, brass, stainless steel 304 or 316 , sc e u e , , sc , or extra strength vitrified clay pipe. the min. depth of the building sewer is 12' below grade to top of pipe. Galvanized steel, I 3-15 All exhaust fans, gas ranges, & clothes dryers to be vented to outside per applicable code. exceed 3,000 sq. ft. G-4.3. L'j�- galvanized wrought iron and stainless steel 304 cannot be used underground and must be at least Q DOORS & RELATED HARDWARE: GLAZING & WINDOWS: 6' above ground. 21-17 A min. 18'x24' underfloor access, unobstructed �y pipes or ducts and within 20' of each under -floor plumbing 6-1 All exterior and interior door hardware and door finishes shall be as selected by owner U.O.N. all doors with 11.1 Provide safety tempered glazing in 'hazardous locations", including but not limited to all glazings in shower cleanout is required. Provide a solid cover or screen. C . . & CPC 707.10 L.F. LINEAR FEET JEFF locks shall be keyed per owner's request. and tub enclosures, and all glazing indoors and within 24' arc of either vertical edge of door in closed position. AGGR. AGGREGATE U 6-2 For residential projects, privacy locks shall be provided at master bedroom and all bathroom doors 11.2 All window frames shall be set in full bed of mastic. Lap building wrap over window flanges except at sill. AL. ALUMINUM uuu 6-3 All doors shall be provided with a doorstop. 11-3 All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The FIRE NOTES: C 6-4 If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety minimum net clear openable height dimension shall be' 24'. The minimum net clear openable width G2/ (F) 530-892-1115 device as per state law. dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have WILDLAND-URBAN INTERFACE REQUIREMENTS: Pee. tvli, Z 6-5 Ext doors min. 36" wide, one exit required for residences less than 3000 square feet and two exits for a finish height not more than 44" above the floor. 11.4 Safely glazing must have permanent labels/identification. 22-1 WHEN PROVIDED, VALLEY FLASHING SHALL BE NOT LESS THAN 0.019 -INCH 26 GAGE SI•.EET W J 6-6 residences over 3000 square feet. RMC 16.14. Exterior doors and doors leading to garage shall have single cylinder deadbolt In addition to door latches. 11.5 Skylights shall comply with e•Bt'-24$5. GizL CORROSION -RESISTANT METAL INSTALLED OVER A MIN. 36" WIDE UNDERLAYMENT rqJ RMC 16.14. 11-6 Doors and enclosures of bathtubs, spas, hot tubs, saunas, etc. shall be safety glazed ('bottom exposed edge CONSISTING OF ONE LAYER OF 72 POUND MINERAL -SURFACED NONPERFORATED CAP SHEET 6-7 Level floor or landing on each side of door (unless exterior landing -2% max. slope.) Exceptions: A) Door is is less than 60' above standing surface or drain inlet. C�8�6-X486-t3. ($G than 9 ft. bottom edge is less than 18" above the floor and LENGTH OF THE VALLEY. CBC 704A.1.3 RUNNING THE FULL LE ) T STTM D3909 RU ( COMPLYNING WITH 22-2 ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE O ESSlON permitted to open at top step of interior stairs, provided door does not swing over the top step. B) Landing be 7.75 inches below top of threshold, provided the door does not swing over the landing. C-604888'1'-4. 11-7 Glazing with an individual pane grater sq. where top edge Is greater than 36", and where the pane is within 36" of a walking surface. ACCUMILATIONOF LEAVES AND DEBRIS IN THE GUTTER. (e$6-fie#ActS) W Z o U can (- _ 11.8 Stairways: within 36' horizontally of a walking surface, when exposed surface of glass Is less than 60" above 22-3 ROOF & ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC NONCOMBUSTIBLE WIRE MESH 0 V ELECTRICAL: f plan of adjacent walking surface. Or within 60" horizontally of the bo om tread of a stairway In any direction AREA OF THE STRUCTURE, OR SHALL BE CORROSION -RESISTANT, A MINIMUM OFAND SHALL NOT EXCEED-w*OR ITS EQUIVALENT. 00 M when exposed surface of glass is less than 60" above nose of tread. WITH OPENINGS -;<94A.2.1) STREAMLINE 7-1 All work shall conform to 2013 California Electrical Code (C.E.C.) and all other governing codes. ((t@9 22-4 VENTS SHALL NOT BE INSTAL ED IN EVES OR CORNICES. (GBG 7044o&2) C.M.U. CONCRETE MASONRY UNIT 7-2 Electrical drawing is diagrammatic. Final layout and installation shall be determined on site. Verify service and FIRE STOPPING: 22-5 EVES & SOFITS SHALL BE PROTECTED BY IGNITIONRESISTANT MATERIALS location requirements for all meters, panels, mechanical equipment and appliances prior to installation. j.. Fire be to cut off all concealed draft openings (bath vertical and horizontal) and shall OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE. 7-3 7-4 Electrical contractor shall verify all fixtures and device locations with owner, Space all electrical outlets so that no space along the floor line in any wall space Is more than 6'-0" measured 14.1 -stopping shall provided form a barrier between a top story and roof space, and in the following specific locations: (A&e-WA.2.3) 1 22.6 EXTERIOR WALLS SHALL BE APPROVED OR IGNITIONRESISTANT MATERIALS, HEAVY TIMBER NTS. NOT TO SCALE horizontally, at each wall 2'-0' or greater. CEC 210.52(A) Kitchen, breakfast and dinning rooms to have at least two 20 amp small appliance branch circuits. CEC 210.52(A) A. In exterior or interior stud walls, at ceilings. 9 B. In all stud walls and partition, including furred spaces, so placed that the maximum dimensions and IN LOG CONSTRUCTION WITH WALL CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE IN OF FLAME AND EMBERS. 7-5 7-6 Provide minimum one separate 20 amp circuit to each bathroom per CEC 210.52(C) And a 15 amp G.F.I. circuit run any concealed space is not over 10 feet. holes for shafting, behind furring WALL COVERINGS SHALL EXTEND FROM THE TFT OF THE FOUNDATION TO THE ROOF, CIR. CIRCLE independently for garage and exterior outlets. C. Any other locations not specifically mentioned above, such as pipes, N AFTERS AT ALL ROOF OVERHANGS OR AND TERMINATE A T 2 -INCH SOLID BLOCKING BETWEEN R , AND TERMINATE 7-7 7-8 Provide minimum one separate 20 amp circuit for laundry appliances. Provide receptacle at kitchen island or peninsula counters. CEC 210.52(C). strips and similar places which could afford a passage of flames. 14-2 Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURES. DE,V(GOC"T0�OPENIN 22-7 UNLESS OTHERWISE PROHIBITED BY OTHGER PROVISIONS OF THIS OPENINGS 7-9 one All 125 volt, single phase, 15 and 20 ampere receptacles installed in bathrooms, garages, outdoors, crawl g g g basements, kitchens, boathouses and within 6 feet of laundry, utility and wet bar sinks shall b the State Fire Marshall. Y 14.3 5/8' type 'X'. gyp. Bd. Under all stairs and typ. useable storage space under stairway shall be one-hour construction. ERS INTO U EXTERIOR WALLS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE STRUCTURE OR VENTS SHALL BE SCREENED WITH A CORROSION -RESISTANT, NONCOMBUSTABL WIRE MESH CLR. CLEAR spaces, unfinished be GFCI protected. CEC 210.8. 14-4 5/8' type 'X" gyp. Bd. Shall be used at common walls and ceilings, between living space and garage. Provide fire WITH 1/4' OPENINGS OR ITS EQUIVELANT.(Ott-rITTA-9.2 14 7-10 Outlets at kitchen: spacing 2 feet maximum from rece,atacle outlet to any point measured horizontally along tapered joints. 22-8 EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS AND GLAZED OPENINGS WITHIN EXTERIOR COMP. COMPOSITION the wall line. 20' maximum above the countertop. CEC 210.52(C). DOORS SHALL BE INSULATING GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR 7-11 One receptacle outlet minimum required at front and rear of dwelling. GFCI protected and weather proof. CEC GLASS BLOCK UNITS, OR HAVE A FIRE- RESISTANT RATIP'G OF NOT LESS THAN 20 MINUTES. 7-12 210.52(E) and 406.8(A) and (B). Provide least one outlet in hallways 10 ft. long. CEC 210.52(H). ("'2) 22-9 ETERIOR DOORS ASSEMBLIES SHALL BE SOLID CORE WOOD HAVING STILES AND RAILS NOT CONT. CONTINUOUS at LESS THAN 1 3/8' WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1 1/4' OR SHALL CT. COUNTERTOP HAVE A FIRE RATING OF 20 MIN UTES.(eB4-;4U 41II CTR. CENTER P.D.F. POWDER DRIVEN FASTNER 22.10 DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OR DECKS, PORCHES, AND P.T. PRESSURE TREATED BALCONIES WHERE ANY PORTION OF SUCH SURFACE IS WITHIN 10'•0' OF THE PRIMARY D.W. DISHWASHER PERP. PERPENDICULAR STRUCTURE SHALL COMPLY WITH ONE OF THE FOLLOWING. DBL. COUBLE PL. PLATE 1.BE CONSTRUCTED OF IGNITION -RESISTANT MATERIALS. DEMO. DEMOLITION PLWD. PLYWOOD 2. HEAVY TIMBER, EXTERIOR FIRE -RETARDANT -TREATED WOOD OR DEPT. DEPARTMENT PSI POUNDS PER SQ. INCH APPROVED NONCOMBUSIBLE MATERIALS. DH DOUBLE HUNG 3. SHALL PASS THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-4 PART A, 12-7A-4.7.5.1. 9060icX.'Ld • DEFERRED SUBMITTALS NOT PLANNED AT THIS TIME SPECIAL .INSPECTIONS NOT PLANNED AT THIS TIME CODE ANALYSIS APPLICABLE CODE: 2013 C.B.C., 2013 C.M.C., 2013 C.E.C., 2013 C.P.C., 2013 C.F.C., 2013 C.R.C., 2013 C.G.B.C. BUILDING USAGE: SINGLE FAMILY RESIDENCE OCCUPANCY CLASS: R-3 LOWER FLOOR SQ.FT. 720 LOFT SQ.FT. 370 GARAGE SQ. FT. 0 TOTAL FLOOR SQ. FT. 1090 NUMBER OF STORIES 2 -STORIES TYPE OF CONSTRUCTION V -B FIRE SPRINKLERS: REQUIRED NOTE: ADDRESS NUMBERS OF SUFFICENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE PRIMARY STREET. BUTTE COUNTY MAY 2 5 2016 DEVELOPMENT SERVICES gnz- i IIEVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH [g,�LO13 CALIFORNIA BUILDING CODES 8-t13 CAL11111 1A n ECPRICAL CODES OL400 ON 2 1l NM raiJ%!nodi= ALA ia. AWLv 1! [ - rI3 CALIFORNIA ENERGY CODES 13 CA1,1117ORMA >Hr.CILANLcet CODES ❑ x.^13 CALIFORNIA BUILDING CODES -STRUCTURAL ONLY V2 CALL�'ORNIA GREEN BUILDING STANDARDS CODE ❑ 2013 CALIFORNIA FIRE CODES (_,,'7-1+"13 CAUFOR IIA RESI[DENnAL CODE Pian review approval of documents does pot authorize construction to proceed in violation f any re al, state, nor local regulation. B DATE: B AU TAS N0R'rI1 AMERPI I INC. SHEET INDEX SHEET DESCRIPTION T-1 COVER SHEET A-1 ELEVATIONS A-2 FLOOR PLANS A-3 FOUNDATION AND FLOOR FRAMING S-1 STRUCTURAL DETAILS ABBREVIATIONS not be held to permit or be an approv -of any violation of applicable codes and standc ds nor relieve the owner, design professional of i Acord or li® contractor of compliance with applicable cc les 'and standards. Plan review of documents : )as not Whorize construction to proceed in violati 1 of any te-dAt�i, state, nor local regulation. DUREAU VERITAS NORTH AVERICA, iNIC. �LJ� Pf r 111 i I AB ANCHOR BOLT KIT. KITCHEN Z I N C Z Q V J nM o L.F. LINEAR FEET JEFF RICHELIEU, R.C.E 53,590 AGGR. AGGREGATE U AL. ALUMINUM uuu CHICO, CALIFORNIA 95973 Q o C (0) 530-892-1100 � U M (F) 530-892-1115 M Z _I CD 0 W J O a ID U - rqJ J m Q a a MECH. MECHANICAL MEMBRANE O ESSlON i- 0 BM. BEAM W W Z o U BOT. BOTTOM Z 0 V O J M W W W 00 M Q CD c0 STREAMLINE ENGINEERING �� F-.. Z � 6 m 5 M C.M.U. CONCRETE MASONRY UNIT not be held to permit or be an approv -of any violation of applicable codes and standc ds nor relieve the owner, design professional of i Acord or li® contractor of compliance with applicable cc les 'and standards. Plan review of documents : )as not Whorize construction to proceed in violati 1 of any te-dAt�i, state, nor local regulation. DUREAU VERITAS NORTH AVERICA, iNIC. �LJ� Pf r 111 i I AB ANCHOR BOLT KIT. KITCHEN I N C AC ASPHALT CONCRETE AFF ABOVE FINISH FLOOR L.F. LINEAR FEET JEFF RICHELIEU, R.C.E 53,590 AGGR. AGGREGATE LAB LABORATORY AL. ALUMINUM LAM. LAMINATE CHICO, CALIFORNIA 95973 ALT. ALTERNATE ANCH. ANCHOR LAV. LAVATORY LOC. LOCATED (0) 530-892-1100 APPROX. APPROXIMATE LT. LIGHT (F) 530-892-1115 ARCH. ARCHITECTURAL M.B. MACHINE BOLT B.M. BENCH MARK MAINT MAINTENANCE BLDG. BUILDING MAX. MAXIMUM BLK. BLOCK BLKG. BLOCKING MECH. MECHANICAL MEMBRANE O ESSlON BM. BEAM MEMB. MET. METAL �� q Q BOT. BOTTOM MFR. MANUFACTURE MIN. MINIMUM G C CONSTRUCTION JOINT C.J. CONSTR f ELLANEOUS MIS .. MISCELLANEOUS �� F-.. Z � 6 m 5 M C.M.U. CONCRETE MASONRY UNIT _� C.O. CLEAN OUT N.I.C. NOT IN CONTRACT C.W. COLD WATER NTS. NOT TO SCALE it CAB. CABINET NO. NUMBER �Q CIR. CIRCLE NOM. NOMINAL CLG. CEILING.9� CLO. CLOSET O.C. ON CENTER OF CP CLR. CLEAR O.D. OUTSIDE DIAMETER COL. COLUMN O.F. OVER FLOW COMP. COMPOSITION O.H. OVER HEAD CONC. CONCRETE OBS. OBSCURE CONSTR. CONSTRUCTION OPNG. OPENING CONT. CONTINUOUS OPP. OPPOSITE CT. COUNTERTOP CTR. CENTER P.D.F. POWDER DRIVEN FASTNER P.T. PRESSURE TREATED D.W. DISHWASHER PERP. PERPENDICULAR DBL. COUBLE PL. PLATE DEMO. DEMOLITION PLWD. PLYWOOD DEPT. DEPARTMENT PSI POUNDS PER SQ. INCH DH DOUBLE HUNG CU DIA. DIAMETER R.D. ROOF DRAIN DIAG. DIAGONAL R.O. ROUGH OPENING > DIM. DIMENSION RAP. RADIUS O > LO DN. DOWN RE. RECESSED 0) DR. DOOR REF. REFERENCE C Q 0) Lo DS. DOWNSPOUT REFL. REFLECTED G LOCV DWG. DRAWING REFR. REFRIGERATOR 1 DWR. DRAWER REIN. REINFORCED O O C) E.F. EXHAUST FAN S.C. SOLID CORE U 0 E.W. EACH WAY EA. EACH S.O.V. SHUT OFF VALVE S.S. SERVICE SINK T y 0 ELEC. ELECTRICAL SCH. SCHEDULE U- M ELEV. ELEVATION SHTHG. SHEATHING C EQ EQUAL SIM. SIMILAR EQUIP. EQUIPMENT SPEC. SPECIFICATION Co LO EXIST(E) EXISTING SPKR. SPEAKER CU EXP EXPANSION EXT. EXTERIOR SQ. SQUARE SS SANITARY SEWER W W STAG. STAGGERED Q 00 CU F.F. FINISH FLOOR STD. STANDARD FDN. FOUNDATION STL STEEL FIN. FINISH STOR. STORAGE FIXT. FIXTURE SUSP. SUSPENDED FL. FLOOR SYM, SYMMETRICAL r - FLASH FLASHING FLUOR. FLOURESCENT T&B TOP AND BOTTOM (a FRMG. FRAMING T&G TONGUE & GROOVE FT FOOT OR FEET T.S. TUBE STEEL FTG. FOOTING TEL. TELEPHONE TEMP.TEMPERED GA. GAUGE THK. THICK GALV, GALVANIZED TV. TELEVISION GL GLASS TYP. TYPICAL GLB. GLUE LAM BEAM GND. GROUND U.O.N. UNLESS OTHERWISE NOTED GR. GRADE UR. URINAL SCALE GYP. GYPSUM VERT. VERTICAL H.B. HOSE BIBB W.,. WATER CLOSET H.C. HOLLOW CORE W.H. WATER HEATER QS SNOWN HDR, HEADER W.R. WATER RESISTANT HDWD. HARDWOOD W.W.F. WELDED WIRE FABRIC HDWR. HARDWARE W/ WITH HOT. HEIGHT W/O WITHOUT DATE HORIZ. HORIZONTAL WDW. WINDOW HR. HOUR WP. WATERPROOF HTR. HEATER WT. WEIGHT �j 0/08l HVAC HEATING VENTILATION AIR CONDITIONING WTR. WATER I6 6 _ D Cool I.D. INSIDE DIAMETERPERMIT# DEVELOPMENT SERVIC S REVISIONS INSUL INSULATION OR INSULATED INT. INTERIOR gU tECOUNTY FO J.H. JOIST HANGER JT. JOINT REVIEWED � f wGA�j J 1P./L�� jD,�J (CO CODE 1 DATE CONTRACTOR: „- OV�� S Smalley General Contracting SHEET NO. Bob Smalley These plans and documents have been re vied for 5 3 0 - 5 21- 5 64 5 compliance with the applicable code req these -ements shall of the jurisdiction. The stamping of pl is not be held to permit or be an approv -of any violation of applicable codes and standc ds nor relieve the owner, design professional of i Acord or li® contractor of compliance with applicable cc les 'and standards. Plan review of documents : )as not Whorize construction to proceed in violati 1 of any te-dAt�i, state, nor local regulation. DUREAU VERITAS NORTH AVERICA, iNIC. �LJ� Pf r 111 i I I NEW HOME FOR Wally &Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 EGISTF,QFO � t w <_ _ m %0 i � C) D Cn D ' O _ r D Z z CDm �— cn D � NEW HOME FOR Wally &Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 s -01 GENERAL CONTRACTING DESIGNER * BUILDER * CONSULTANT 6567 MILTON COURT MAGALIA, CA (0) 530-343-4418 (F) 530-873-4418 EGISTF,QFO � t ✓�� Ago <_ _ m W %0 6 ' s -01 GENERAL CONTRACTING DESIGNER * BUILDER * CONSULTANT 6567 MILTON COURT MAGALIA, CA (0) 530-343-4418 (F) 530-873-4418 SECTION B I 1 i I 11 11 I @ TOP PLATE BETWEEN POINTS D, TOP PLATE :TWEEN POINTS O M 11" METAL ROOFING OVER 60# FELT OVER 1/2 OSB MANUFATURED TRUSSES 90 INSULATION BAFFLE �. 0 EA. VENT �j—R•38 BATT" c� INTERIOR WALL & CEILINGS SHIP i LAP PINE o 16-16d EA.SIDE OF TOP PLATE SPLICE I i I FINTERIOR WALL Z 9'-1/4 I (HEAD ROO AT STAIRS) & CEILINGS SHIP 7. 4 X 12 HEADERS 42' WALL LAP PINE J TO FLOOR JOIST 9. 2 - 16d @ EA SIDE OF 17'_1„ BOTTOM PLATE SPLICE a n 42' WALL BALLOON FRAMED WALLS L LL v dB V h i0 INTERIOR WALL = 0 QINNS Z 0 (2)- 1 3/4" X 14' V. LAM & CEILINGS SHIP 7 ��'nc •kGf 0 NAIL TOGETHER W/ CO LAP PINE M LO 'k JOIST PER PLAN 3- ROWS 16d@12' O.C. Z cfl M U) 0 3/4" T&G SHEATHING -- -- R-19 BATT -- w 1? 1/2' DRYWALL m 1/2" DRYWALL I� 2X8 D.F. #2 16" O.C. _J W 11 ir ao R-19 BATT 4x10 GIRDER —1/2" DRYWALL �— PIER PER PLAN 4X4 POST 1'_11• 1'-1 1/2" R-19 BATT J -BOLT PER PER SCHEDULE FOOTING PER PLAN XB MUDSILL X10 GIRDER HOLDOWN PER SCHEDULE V-9 7/16„ X4 POST SECTION B I 1 i I 11 11 I @ TOP PLATE BETWEEN POINTS D, TOP PLATE :TWEEN POINTS O M 11" METAL ROOFING OVER 60# FELT OVER 1/2 OSB MANUFATURED TRUSSES 90 INSULATION BAFFLE �. 0 EA. VENT �j—R•38 BATT" c� INTERIOR WALL & CEILINGS SHIP I i LAP PINE o 16-16d EA.SIDE OF TOP PLATE SPLICE I i I I 9 1/2" v x #11111% 1 1 1 J' 1 IVI 11 A V N.T.S. 4'-0" 1 2 MIN. DIST. BTWN. SPLICFS 2-16d EA. SIDE OF NAIL PLATE SPLICE LAP PINE o 16-16d EA.SIDE OF TOP PLATE SPLICE �� FIRE BLOCKING 5. DOUBLE BLOCKING AT SHEAR Z 9'-1/4 I (HEAD ROO AT STAIRS) 2X6 EXTERIOR STUDS 16" O.C. TYP. 7. 4 X 12 HEADERS 42' WALL 2 - 16d SPACED 4' MIN. NAILED J TO FLOOR JOIST 9. 2 - 16d @ EA SIDE OF 7 BOTTOM PLATE SPLICE 10. 42' WALL C/) L LL v dB 3 1 = 0 QINNS Z 0 co 7 ��'nc •kGf 0 .� Q_ .� M LO 'k st M O Z cfl M U) ca 3/4" T&G SHEATHING -- -- R-19 BATT -- w 1/2" DRYWALL I� Q _J W Q 0 ao R-19 BATT —1/2" DRYWALL 2 12 STAIR JACKS R-19 BATT J -BOLT PER PER SCHEDULE XB MUDSILL X10 GIRDER HOLDOWN PER SCHEDULE V-9 7/16„ X4 POST SECTION A 9 1/2" v x #11111% 1 1 1 J' 1 IVI 11 A V N.T.S. 4'-0" 1 2 MIN. DIST. BTWN. SPLICFS WALL FRAMING DETAIL N.T.S. /211 1. 16-16d @ EA. SIDE OF WALL INTERSECTIONS 2. 2-16d EA. SIDE OF NAIL PLATE SPLICE 3. 16-16d EA.SIDE OF TOP PLATE SPLICE 4. FIRE BLOCKING 5. DOUBLE BLOCKING AT SHEAR Z PER PLAN 6. 2X6 EXTERIOR STUDS 16" O.C. TYP. 7. 4 X 12 HEADERS I I 2 - 16d SPACED 4' MIN. NAILED J TO FLOOR JOIST 9. 2 - 16d @ EA SIDE OF 7 BOTTOM PLATE SPLICE 10. DOUBLE TRIMMERS C/) L LL v WALL FRAMING DETAIL N.T.S. /211 1. 16-16d @ EA. SIDE OF WALL INTERSECTIONS 2. 2-16d EA. SIDE OF NAIL PLATE SPLICE 3. 16-16d EA.SIDE OF TOP PLATE SPLICE 4. FIRE BLOCKING 5. DOUBLE BLOCKING AT SHEAR Z PER PLAN 6. 2X6 EXTERIOR STUDS 16" O.C. TYP. 7. 4 X 12 HEADERS -5 8. 2 - 16d SPACED 4' MIN. NAILED J TO FLOOR JOIST 9. 2 - 16d @ EA SIDE OF 7 BOTTOM PLATE SPLICE 10. DOUBLE TRIMMERS 20'-0" NO HD 8 F NO HD 8' A A \ � e O _ BATH OUTLE+S SUPPLIED ' 'By 20 AMP BRANCH CIRCUIT 1 \ / 1 I � I 2468 I M I I , 7'-3 3/8" e I , °c) A o A M0 N r 1 ! co I I ' BEDROOM I ' ' I / ' 3'-6" S _/4PWALL 42' WALL \ 8'-7 1/8" W-11 7/8" =1 2 I _ - - - - 2 0, LOFT 20'-0" ADDITIONAL ELECTRICAL NOTES: - 1. A HUMI IS FANS MUST BE ADJUSTMENT MINVSPLIT BY A HUMIDISTAT CONTROL W/ ADJUSTMENT 2-11 1/8" 7'-3 7/8" CONDENCINa 6' 11 1 2'-9 7/8" OF HUMIDITY RANGE BETWEEN 50-80%. UNIT 2'11„ 3'8" 2'9" 2. ALL120-VOLT,SINGLE PHASE, 15 & 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS SHALL BE C' C `` ARC - FAULT CIRCUIT. INTERUPTER PROTECTED. �— 2050 3. ALL120-VOLT,SINGLE PHASE, 15 & 20 -AMP RECEPTACLES I 4040 205 1 2050 UFER GROt NO SHAL BE LISTED TAMPER - RESITANT RECEPTACLES. 1 III IS EXHAUST DUCT W U a W/SACKDRAFT DAM P E -4 = R ate} 2013 C.E.C. ELECTRICAL DESIGN NOTES: -� -- -- -y - -4 _ 1. AT KITCHEN LOCATIOS AT LEAST 50% THE INSTALLED WATTAGE OF LUMINARIES IN THE KITCHEN SHALL BE HIGH EFFICACY, AND THE SUN OM WATTAGE THAT IS NOT SHALL BE CONTROLED SEPARATELY. n0 0aQ s J _ 2. BATHROOM FIXTURES SHALL BE HIGH EFFICACY OR / o e MANUAL- ON OCCUPANCYSENSOR. In\ �,. - 3. LAUNDRY ROOM FIXTURES SHALL BE HIGH EFFICACY f3 A4j -2 5/8" ANUAL- ON OCCUPANCYSENSOR. 4. UTIKLITY ROOM FIXTURES SHALL BE HIGH EFFICACY 0W,444,0 BATHROOM xw MANUAL- ON OCCUPANCYSENSOR. co 5. GARAGE FIXTURES S4ALL BE HIGH EFFICACYpe,4r"O N I. ��w q ., MANUAL- ON OCCUPANCYSENSOR. - 6. ALL OTHER ROOM FIXTURES SHALL BE HIGH EFFICACY OR MANUAL- ON OCCUPANCYSENSOR OR DIMMER. 5'.0" _ - - 91_8 1/2' c (ALL INTERIOR ROOMSEXCEPT CLOSETS LESS THAN 70 SO. FT. O o" -- A i,10 7. OUTDOOR LIGHTING ATTACHED TO BUILDINGS SHALL BE HIGH EFFICACY ;o v Oo O rz OR CONTROLLED BY MOTION SENSOR W/MANUAL- ON / AUTOMATIC- OFF o cq A I, AND PHOTO CONTROL. G LID co SYMBOL LEGEND: 9'-41/2" I `' —G DOOR BELL w� m u KITCHEN �� LITE to �j U rc �o CAN LITE w< � 3'-6" , Sm FAN LITE CARBON MONOXIDER i e '/ to F DETECTOR % // F < c WALL LITE 1/2' DRYWALL UN ER - O ELECTRIC METER STAIR PROTECTI N R302.7 o - m :C-3 OUTLET ` o 39 220 OUTLET / d sl OUTLET CEILING x FIN 0 AcoL� SUB PANEL A-2 LIVIH6 ROOM 3068 g SMOKE DETECTOR �9 SWITCH 00 X Fw THREE WAY SWI-iCH co �t v ;v OF VENT FAN I C3 CARBON MONOXIDE DETECTOR 10'-2 3/4' � r � DRYER VENT 8'-6 7/8' tYM�lfYY LITE STRIP x! DIHHIHG ROOM \ ono 4 LITE / FAN Ir TEIA. TEMP. A 1060 J � 306@ 1 3050 5H J / / W P. C / S'-0" 5'-0" OF CI 6' 10'-0" INDOOR AIR QUALITY VENTILATION 3'6"X3'6" 1. BATHRROM EXHAUST FAN'S MINIMUM CFM RATING OF 75 CFM. 'L -T 2. THE BATHROOM EXHAUST FAN SHALL BE RATED AT A 20'-0" MINIMUM OF 1.0 SONE. 1 > 3. THE CONTROL SWITCH MUST BE LABLED AS THE WHOLE -BUILDING VENTILATION AND FAN SHOULD OPERATE WHENCVER HOME IS OCCUPIED. 4. THE BATHROOM EXHAUST FAN" MUST BE CONTROLED BY A HUMIDISTAT FIRST FLOOR PLAN CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELITIVE HUMIDITY RANGE OF 50 TO 80%. 2013 CGBSC. 5. PROVIDE A LOCAL KITCHEN HOOD EXHAUST (100 -CFM MINIMUM WITH 3-SONBE RATING MAX.) DUCTED TO THE OUTSIDE. FLOOR PLANS DRAWN BY X05 5MQ LEY SCALE 1/4//=1/0// DATE 02/08/16 REVISIONS 'ERMIT #_",-" RI ITTI- rnt INTY DEVELOPMENT SERVICES SHEET NO. co V ~ Z � v 1- W w z Z Q 1 Z 0 W O ' f ' W J M/ W V J n o M Lo M Lo H1M 0 c- U C/) L LL v co 1 = 0 QINNS Z 0 co LL 0 .� Q_ .� M LO 'k st M O Z cfl M U) ca 0 W o J 0 v � U - Q _J W Q 0 DRAWN BY X05 5MQ LEY SCALE 1/4//=1/0// DATE 02/08/16 REVISIONS 'ERMIT #_",-" RI ITTI- rnt INTY DEVELOPMENT SERVICES SHEET NO. co Q 1- W w z 0 U Z L UI Z 0 W O ' f ' W J M/ W V O tG Lf) Lo M Lo 42- DRAWN BY X05 5MQ LEY SCALE 1/4//=1/0// DATE 02/08/16 REVISIONS 'ERMIT #_",-" RI ITTI- rnt INTY DEVELOPMENT SERVICES SHEET NO. co cu �1 W O N Lo M Lo 42- 0 c- Lo cV 0 co 1 = 0 cQ LL M cti .� Q_ .� M LO w Zim cfl Z ca a0 tp •V DRAWN BY X05 5MQ LEY SCALE 1/4//=1/0// DATE 02/08/16 REVISIONS 'ERMIT #_",-" RI ITTI- rnt INTY DEVELOPMENT SERVICES SHEET NO. 0 r m 0 D z NEW HOME FOR Wally &Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 <FD1WJ W17 SM�t�LLE GENERAL CONTRACTING DESIGNER * BUILDER * CONSULTANT 6567 MILTON COURT MAGALIA, CA (0)530-343-4418 (F) 530-873-4418 i [- 00D a m � O m z z c/) 0 r m 0 D z NEW HOME FOR Wally &Margaret Douglass 14788 Pine Cone Way Magalia Ca 95954 065-370-025 <FD1WJ W17 SM�t�LLE GENERAL CONTRACTING DESIGNER * BUILDER * CONSULTANT 6567 MILTON COURT MAGALIA, CA (0)530-343-4418 (F) 530-873-4418 i [- GENERAL CONDITIONS: 1-1 All work shall be in conformance with the 2013 CBC and applicable Municipal, State, Federal, and OSHA Safety regulations. 'n shoring, including form) , construction Inc 9 sofc 9 methods 9 ' le for the m onsib 'I er is res structure. The Builder 1-2 The draw,ngs represent the finished struct p bracing, etc. The Builder shall provide all measures necessary to protect people and property during construction. 1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. All work is subject to Building Department field inspectors approval. If a certificate of occupancy is not obtained by the owner for this project, then the engineer assumes no liability for this structure. 1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any discrepancies before purchasing materials or scheduling labor. 1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, t►ien the Engineer will assume no responsibility for any element of the structure. 1-6 Additional plans that may be included with this plan set (site plan, electrical, plumbing, HVAC) are by others. The builder is responsible for coordinating and ensuring accuracy of plans by others. 1-7 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. The owner is responsible for maintaining all systems designed to prevent moisture from entering the building. The Builder is also responsible for preventing water condensation inside the building cavities including but not limited to the roof, walls, and floors. 1-8 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not designed to resist the effects of flooding. 1-9 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to conditions shown on the plans 1-10 All sheets that contain engineering requirements included in this plan set must he wet signed and stamped by the engineer to be valid. 1-11 Any conditions noted as existing must be field verified by the contractor and any discrepancies must be brought to the attention of the engineer prior to continuing with construction. FOUNDATION / SITE WORK: 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on a level pad on undisturbed and non -expansive soil. The Builder shall notify the Engineer in writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site. The engineer has not made a geotechnical review of the site u.o.n.. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills shall conform with 2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N. 2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists. 2-4 The bottom of all footings shall be clean and level. 2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of 4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. The builder is responsible for providing waterproofing and dampproofing for all walls per 2013 CBC 1805. 2-6 All finished grade shall slope at a minimum slope o ` 2% away from all foundations a minimum of 10 feet. uring in place all anchor bolts, holdown anchors, post bases, plumbing and other 2-7 The builder shall be responsible for locating and sec embeded objects prior to placement of concrete. 2-8 Anchor bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced at 6' o.c. maximum U.O.N. Anchor bolts shall be placed 7 -bolt diameters min./12" max. from each end of sill plate Wth a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x 3"x .229" thick washers refer to "Shear Wall" schedule for additional anchor bolt requirements. 2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min. embedment or 5/8" 0 W/ 3-3/4" embedment. Install per manufacturers recommendations. Direct 1:1 replacement with washer per typical anchor bolt. 2-10 Foundations supporting wood shall extend at least 8 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-11 Footings placed on or adjacent to slopes must comply with figure 1808.7.1 of the 2013 CBC. A geotechnical engineer must approve footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section. CONCRETE: 3-1 All concrete shall have a minimum f'c = 3,000 psi after 28 days curing unless otherwise noted. 2,500 psi used for design, so no special inspection is required. 3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904. 3-6 Vibrate concrete around all bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete. 3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-8 Calcium chloride admixtures or chloride -based admixtures shall not be used. REINFORCING STEEL IN CONCRETE: 4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04a, Grade 40 for #4 bars and smaller and Grade 60 for #5 bars and larger. All rebar is to be deformed. #5 and larger rebar shall not be re-bent. Welded wire fabric shall conform to the provisions of ASTM A 185-02. 4-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0" minimum. 4-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" clear Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear #6 bars and larger: 2" clear Concrete without soil or weather exposure: 1" clear 4-4 All reinforcing steel shall be accurately secured in position before and during concrete placement. 4-5 All reinforcing steel shall be clean at the time of concrete placement. CONCRETE SLAB CONSTRUCTION: 5-1 All slab:; on grade shall be per the contractor. As such it is the contractor's sole responsibility to take steps to control cracking at all slabs to the satisfaction of the owner. 5-2 Gravel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater infiltration of the slab are included. If slab must be maintained in a dry condition then damp -proofing with 2" sand over 10 mil visqueen over 4" pea gravel base is recommended. 5-3 Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% relative compaction, unless noted otherwise. 5-4 Crack control jointing is designed by the builder, unless shown on foundation plan. The maximum spacing of joints shall not exceed 10' in any direction. FRAMING/LUMBER: 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N. 6-2 Lag screws shall be screwed, not driven„ into pre -drilled holes of 2/3 the shank diameter. " " meter. ' al bolt diameter. 'i 1 32 to 1 16 larger er than the n omen with a blt 9 ed wl / e bored hail b / es a 6-3 Holes for bolts s 6-4 Structural members shall not be cut forr pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pip metal tie 0.058" min. thick and 1 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails per the 2013 CBC 2308.9.8. , holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed 6-5 All framing anchors, clips, straps, hangers per manufacturer's recommendations. 6-6 U.O.N. framing shall be connected per mailing schedule per Table 2304.9.1 of the 2013 CBC. 6-7 Where exposed to weather, nails shall bie galvanized. 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting ASTM A153-03. 6-9 2x solid blocking shall be provided over all bearing walls, shearwalls, or other supports. Where manufactured "I" joists are specified, blocking requirements listed herein are Ito be considered minimums and shall be increased as per manufacturer's recommendations. 6-10 Splices and joints in double top plate o)f stud bearing wall shall occur at the center line of supporting stud. 6-11 All studs to have double top plates of the same dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all top plate splices u.n.o. 6-12 Fire block wood studs at mid -height wihere stud length is over 10' -0". 6-13 Carry all upper level posts into lower leweis and provide solid blocking under all posts in floors or continue post. 6-14 Where (2) or more trimmers occur, use; solid blocking at the floor level continuous to the foundation. 6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L.I.B. and shall have a moisture content less than 19% and be of the following grades unliess otherwise noted: 2 x 4 studs . . . . . . . . . . . . . .. . . . . . . . Standard and Better 2x & 4x Structural Light Framing . .. . . . . . . . . . #2 Grade 2x & 4x Joists and Rafters . . . . . . . . . . . .. . #2 Grade 4x & 6x Beams and Posts . . .. . . . . . . . . . #1 Grade Roof Sheathing (over supports spaced at 24" o.c. maximum): *Supporting composition or moetal roofing: Use 1/2" APA rated exterior 32/16 •AII sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12" o.c. U.O.N. • Wall Sheathing: See plans wihere occurs 6-16 Roof rafters shall be sized per 2013 CIBC Tables U.O.N. 6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible for damage to framing members or finishes due to the effects of shrinkage. 'All new framing lumber shall have 19% maximum moisture content at time of installatiom. 6-19 Plywood sheathing shall conform to PS 1-95. U.O.N. roof sheathing shall be CDX APA rated or OSB equivalent. Apply face grain perpendicular to framing and stagger panels u.o.n. Edge nail at gable end trusses, drag trusses, freize blocking, and all supported edges. 6-20 Where a wall is labeled as a shearwall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be requested by builder. 6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N. on plans: 2x4 stud wall 2x6 stud wall 4x12 6x12 not to exceed 4' in non bearing walls, U.O.N. on plans. For openings greater than 4' use 6-22 All headers to be as follows for openings header specified for bearing wall U.O.N_ on plans: 2x4 stud wall 2x6 stud wall 4 x 6 6 x 6 nd 3-1/2" minimum bearing at intermediate supports for ceiling joists and rafters, 6-23 Provide 1-3/4" minimum bearing at end supports a unless otherwise noted on plans. 6-24 Misplaced anchor bolts at sill plate to foundation: See notes in "Foundation / Site Work" section on this sheet. ROUGH CARPENTRY: 7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. '-0" long, and one trimmer at each end less than or equal to 6'-0" 7-2 Use two trimmers at each end of eoich beam and header over 6 long unless otherwise noted on plans,. 7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U.N.O. GLUED -LAMINATED / MANUFACTURED LUMBER: 8-1 All glue -lams shall be of the following grades with a camber of R = 1600' unless noted otherwise: Glu -Lam Timber: ANSI/AITC A190.1-1983 Simple Spans . .. . . . . . 24F -V4 DF/DF Combination Cantilevers . . . . . . . . . . .24F -V8 DF/DF Combination 8-2 Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for exterior use by the manufacturer per CBC 2303.1.3 Waterproofing of exposed pends shall be provided by others. Glued -laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM 103737. 8-3 All manufactured wood products shalll be installed per manufacturer's recommendations. 8-4 Boise Cascade, TrusJoist MacMillan or equivalent shall provide manufactured lumber. Minimum design values shall be as follows U.O.N. on plan: Specification Fb (psi) Fv (psi) Fcll (psi) E (psi) Microllam LVL 2600 285 2510 1.9 E6 TimberStrand LSL 2250 400 1950 1.5 E6 Parallam PSL 2900 290 2900 2.0 E6 Versa -Lam 2800 285 3000 2.0 E6 8-5 Manufactured "I" joists shall be installed per the manufacturers recommendations using a deflection limit of 1/480. Use a manufactured rim board with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). WOOD TRUSSES: 9-1 Truss design drawings shall be provided with the shipment of trusses delivered to the job site. 9-2 Truss design drawings shall include, at a minimum, the information specified in CBC Section 2303.4.1.1. 9-3 The truss design drawings shall bear the name and seal of a registered design professional. 9-4 Truss manufacturer shall submit drawings and calculations to all governing agencies for review and approval before fabrication. 9-5 Truss calculations shall reflect FAU load where applicable. The builder and the truss mfg. are responsible for ensuring that the trusses are built to the proper dimensions. The builder is responsible for locating the FAU unit on trusses that are designed to support the load. 9-6 Provide no less than (2) 2x studs under all 2 ply or greater girder truss supports or as noted on plans, whichever is greater. 9-7 All truss to truss connections are designed by the truss manufacturer and shall be specified on the truss layout plan. HOLDOWN @ STE MWALL N.T.S. 3 .GABLE END DETAIL r 1. 8d @ 6" o.c. 2. PLYWOOD PER PLAN 3. 1. POST OR DOUBLE STUD PER 8d @ 4" O.C. INTO BOTH 2X D5. BLOCKS a 2 X 6 OUTLOOKER @ 4' O.C. SHEAR WALL MAXIMUM 6. PLAN. EDGE NAIL REQUIRED 7. 1 CL TOTAL) 8. 2x4 @ 4' O.C. @ 45° ANGLE TO 730 760 THE HORIZON INTO POST OR DOUBLE STUD A35 @ EACH BRACE TO TOP 335 485 600 PLATE 10. EDGE NAIL PER "SHEAR WALL 1 11. FROM SILL PLATE TO TOP 12. 2 3 SCHEDULE" TRUSS TO TOP 1 SIDE 1 SIDE 1 SIDE PLATE 13. EXTERIOR OR INTERIOR PLATE. ATTACH DOUBLE FINISH PER PLAN WHERE 8d @ 6" 8d @ 4" 8d @ 3" OCCURS 14. SHEAR PLYWOOD PER "SHEARWALL SCHEDULE" 8d @ 12" STUDS TOGETHER FULL 2-2x STUDS NAILED TOGETHER WITH 2 ROWS 16d STUD SIZE AT VERT. 2x SINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS. PLYWOOD JOINT 2 (4x POST MAY REPLACE 2-2x STUDS) HEIGHT WITH 2 ROWS 16d FOUNDATION SILL 11/2.1 1 1/2" e o 2 1/2" 2 1/2" --------- 2 1/2" PLATE THICKNESS SINKERS @ 12" o.c. SIMPSON CLIP, BLOCK 2. HOLDOWN SIZE PER PLAN 5 RBC 6 RBC 7 TO PLATE 4 @ 24" @ 14" @ 10" @ 8" INSTALLED PER MFG. @ 6" @ 4" 5/8" 0 A.B. SPACING 5 48" o.c. 34" o.c. 13" o.c. 24" o.c. 22" o.c. 21" o.c. 3. SILL PLATE & FLOOR 1/2" 0 A.B. SPACING 34" o.c. 8 9" O.C. 16" O.C. 15" o.c. 14"O.C. 11" o.c. NOTES: SHEATHING PER PLAN OKAY. 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED. NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED. 4. SIMPSON MANUFACTURED RBC CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF 3 4. RIM JOIST PER PLAN W/ SOLID10 SIMPSON BPS IS ACCEPTABLE. ANCHOR BOLT / HOLDOWN 6 2. H-1 CLIP TO TOP PLATE AT Z X EACH TRUSS 3. INTERIOR FINISH PER PLAN BLOCKING @ HOLDOWN ol 4. WALL SHEATHING & EDGE 4 5. 2X OR 3X P.T. SILL PER PLAN (TWO POUR) Dc MIN. MIN. ATTACH TO NAILING PER "SHEARWALL MARK HD ANCHOR Le 6. CONCRETE FOOTING PER 6 STEM POST STUD OR SCHEDULE" 5. ROOF SHEATHING PER PLAN C? MIN. BOLT MIN. PLAN WALL REQ'D POST WITH 5 7. INSTALL SSTB w/ ARROW ON z ------ -------- ---- -----'--' TOP OF BOLT POINTING IN 10 9 7. EXTERIOR EAVE FRAMING & THE DIRECTION REQUIRED B • g 6 FINISH PER PLAN SIMPSON STRONG -TIE. Le HDU2 SSTB16 12 i/�� 5" .: 2-2x 6 -SDS SCREWS 8. 2x BLOCK CONTINUOUS WITH AND do PER MFG. 11 ------------------------- ---- ---` 8. OPTIONAL SIMPSON "CNW" 7 COUPLER 13 HDU4 SSTB20 16" SSTB24 20" ii\�v,�\�� 6" 9. ANCHOR BOLT SIZE AND SPACING PER "SHEARWALL" 10 EXTERIOR FINISH PER PLAN 13 co U SCHEDULE. 14 WHERE OCCURS HOLDOWN @ STE MWALL N.T.S. 3 .GABLE END DETAIL r 1. 8d @ 6" o.c. 2. PLYWOOD PER PLAN 3. 4-16d BRACE TO BLOCK 4. 8d @ 4" O.C. INTO BOTH 2X D5. BLOCKS a 2 X 6 OUTLOOKER @ 4' O.C. SHEAR WALL MAXIMUM 6. TRUSS PER PLAN 7. 2x4 BLOCK @ EACH BRACE (2 CL TOTAL) 8. 2x4 @ 4' O.C. @ 45° ANGLE TO 730 760 THE HORIZON 9. A35 @ EACH BRACE TO TOP 335 485 600 PLATE 10. EDGE NAIL PER "SHEAR WALL SCHEDULE" 11. WALL PER PLAN 12. ANGLE CLIP PER "SHEARWALL SCHEDULE" TRUSS TO TOP 1 SIDE 1 SIDE 1 SIDE PLATE 13. EXTERIOR OR INTERIOR FINISH PER PLAN WHERE 8d @ 6" 8d @ 4" 8d @ 3" OCCURS 14. SHEAR PLYWOOD PER "SHEARWALL SCHEDULE" N.T.S. 2 10 EAVE DETAIL 4 STRUCTURAL DESIGN BUILDING CODE: 2013 CALIFORNIA BUILDING CODE BUILDING USE: SEE COVER SHEET RISK CATEGORY: II (PER ASCE 7-10 TABLE 1.5-1) FLOOR LIVE LOAD: UNIFORM: 40 PSF CONCENTRATED: N/A ROOF LIVE LOAD: 14 PSF (FOR 10:12 PITCH) SNOW LOAD: 55 PSF (AT 2,570' ELEV.) (PER BLDG. DEPT.) WIND DESIGN DATA: BASIC WIND SPEED: 110 MPH (3 SECOND GUST) WIND EXPOSURE: B ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-10 SEC. 26.2) SEISMIC DESIGN DATA: SEISMIC IMPORTANCE FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SEE STRUCTURAL CALCULATIONS SEISMIC DESIGN CATEGORY: D SEISMIC -FORCE -RESISTING SYSTEM: SEE STRUCTURAL CALCULATIONS DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS SEISMIC RESPONSE COEFFICIENT: SEE STRUCTURAL CALCULATIONS RESPONSE MODIFICATION FACTOR: SEE STRUCTURAL CALCULATIONS SOIL DATA: SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 3 90 crn 9TF FC AL�FO� �1IV A I- SHEAR WALL SCHEDULE LO EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. A & A C \ & A a � SHEAR WALL 1. ^..] J J J J a a [ LUcc 01c CL SEISMIC SHEAR (PLF) 260 350 490 640 730 760 980 V WIND SHEAR (PLF) 335 485 600 820 935 975 1260 1,2 CDX CDX CDX CDX STRUC. 1 CDX CDX 3/8" PLYWOOD OR EXT. RATED OSB 1 SIDE 1 SIDE 1 SIDE 1 SIDE 1 SIDEji�±2 SIDIDES EDGE NAILING 3 8d @ 6" 8d @ 4" 8d @ 3" 8d @ 2" 8d @ 2"@ 3" FIELD NAILING 3 8d @ 12" 2-2x STUDS NAILED TOGETHER WITH 2 ROWS 16d STUD SIZE AT VERT. 2x SINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS. PLYWOOD JOINT (4x POST MAY REPLACE 2-2x STUDS) FOUNDATION SILL 11/2.1 1 1/2" 1 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" PLATE THICKNESS SIMPSON CLIP, BLOCK RBC RBC RBC RBC RBC RBC RBC TO PLATE 4 @ 24" @ 14" @ 10" @ 8" @ 6" @ 6" @ 4" 5/8" 0 A.B. SPACING 5 48" o.c. 34" o.c. 13" o.c. 24" o.c. 22" o.c. 21" o.c. 16" O.C. 1/2" 0 A.B. SPACING 34" o.c. 23" o.c. 9" O.C. 16" O.C. 15" o.c. 14"O.C. 11" o.c. NOTES: 1. OVER DOUGLAS FIR STUDS ® 16" O.C., HEM -FIR TOP AND BOTTOM PLATES ARE OKAY. 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED. NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED. 4. SIMPSON MANUFACTURED RBC CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. 5. ANCHOR BOLTS SHALL HAVE A MINIMUM 3"x3"x.229" THICK PLATE WASHER. SIMPSON BPS IS ACCEPTABLE. ANCHOR BOLT / HOLDOWN 1. ROOF FRAMING PER PLAN 2. H-1 CLIP TO TOP PLATE AT SCHEDULE EACH TRUSS 3. INTERIOR FINISH PER PLAN 4. WALL SHEATHING & EDGE (MONO POUR) (TWO POUR) Dc MIN. MIN. ATTACH TO NAILING PER "SHEARWALL MARK HD ANCHOR Le ANCHOR' Le MIN. STEM POST STUD OR SCHEDULE" 5. ROOF SHEATHING PER PLAN BOLT MIN. BOLT MIN. WALL REQ'D POST WITH WIDTH 6. 8d @ 6" O.C. 7. EXTERIOR EAVE FRAMING & 1 FINISH PER PLAN / -�2 I n \ G) HDU2 SSTB16 12" SSTB20 16" 5" 6" 2-2x 6 -SDS SCREWS 8. 2x BLOCK CONTINUOUS WITH VENT PER CODE 9. EDGE NAIL2 HDU4 SSTB20 16" SSTB24 20" 5" 6" 2-2x 10- SDS SCREWS 10 EXTERIOR FINISH PER PLAN WHERE OCCURS ( 5 ) rIDU5 SST824 24" SSTB24 28" 5" 6" 4x 14- SDS SCREWS HDU8 SSTB28 24" SSTB34 28" 5" 8" 4x6 I 20- SDS SCREWS 11 HDU11 SSTB34 24" SSTB34 28" 24" 8" 6x6 1 30- SDS SCREWS NOTES: 1. ALL WOOD SCREWS SHALL BE �'x 3" SIMPSON STRONG DRIVE WOOD SCREWS. 2. SIMPSON RFB#5 x 16 W/ SET -22 EPDXY MAY BE SUBSTITUTED FOR SSTBxx FOR MARK 2, 4 AND MARK 5 HOLDOWNS. SPECIAL INSPECTION IS REQUIRED. SEE "REQUIREMENTS FOR SPECIAL INSPECTION" ON S-1 FOR ADDITIONAL INFO. 3. CNW COUPLERS AND ALL -THREAD ARE REQUIRED FOR SILL N.T.S. 1 PLATES WITH THICKNESS GREATER THAN A 2x MEMBER. 3 90 crn 9TF FC AL�FO� �1IV A I- LO EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. " a WRITTEN PERMISSION.,;», � � a � Z N 0 O J J J J a a z�3 LUcc 01c CL Iii � oNi W 1u v 0 v LU O zao ao 00 Y O �p5ce 2 N R W Q V a�LL Vd' 0W Q t0 0 EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION.,;», � a � O,w HERMIT # S Q LUcc V+ � o a DATE STRUCTURAL DESIGN: Q W az � °CaQ a ° a Ca J a I EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION.,;», REVISIOhS�'r' HERMIT # S u , �.� -'a 11 r l A e-� t i-1 L= �.. A-h�. �i _ I i L-4 %L �.� DATE STRUCTURAL DESIGN: JMR CHECKED: JMR DATE: 05/06/16 _.. - --- -. -- -.... .-- __ _ _--^-�-r � -- ---. _ _...... I I I