Loading...
HomeMy WebLinkAboutB16-2039 000-000-000i + L,�,�IJ�UVUVU �LN��LN��l1�S�Ll�J�9 �UV�o Civil Engineering & Design 3115 Johnny Lane, Chico, CA 95973 Phone: (530) 521 2648 ericausmus(a)gmai1.corn Engineering Calculations BLACK PORCHES Site Information 680 JUSTESON AVE GRIDLEY, CA J bib BUTTE - COUNTY SEP 14 2016 DEVELOPMENT SERVICES �Vl �ESS; �.. v0�V ': S,e w •, r,rj `y No. 65286 1 `` —2017 */ 08/06/16 PERMIT# ?2 1t BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQE COMPLIANCE DATE BY Project:'BLACK "Location: SIDE PORCH RAFTER Roof Rafter [2013 California Building Code(2012 NDS)] 11.5 IN x 5.5 IN x 8.0 FT (6 + 2) @ 24 O.C. #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 243.5% Controlling Factor: Moment DEFLECTIONS Center Right Live Load 0.04 IN U1949 0.02 IN 2U2192 Dead Load 0.02 in 0.00 in Total Load 0.06 IN U1233 0.01 IN 2U5962 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS 4 :12 Roof sheathing applied to top of joists -top of rafters fully braced Roof Duration Factor 1.25 LOADS REACTIONS Upper Live Load @ A 60 plf 120 Ib Upper Dead Load @ A 42 plf 84 Ib Upper Total Load @ A 102 plf 204 Ib Lower Live Load @ B 107 plf 213 Ib Lower Dead Load @ B 84 plf 169 Ib Lower Total Load @ B 191 plf 382 Ib RAFTER SUPPORT DATA A_ B Bearing Length 0.22 in 0.41 in Span Length 6 ft 2 ft Rafter Pitch 4 :12 Roof sheathing applied to top of joists -top of rafters fully braced Roof Duration Factor 1.25 Peak Notch Depth 0.00 Base Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 1588 Cd=1.25 CF= 1.30 Cr -1.15 Shear Stress: Fv = 180 psi FV = 225 Cd=1.25 Slope Adjusted Spans And Loads Modulus of Elasticity: E = 1600 ksi E'= 1600 Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 Controlling Moment: 291 ft -Ib wL-adj = 2.884 Ft from left support of span 2 (Center Span) wL-Eave-adj = Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -226 Ib wT-adj = 5.692 Ft from left support of span 2 (Center Span) wT-Eave-adj = Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provided Section Modulus: 2.2 in3 7.56 in3 Area (Shear): 1.51 in2 8.25 int Moment of Inertia (deflection): 3.04 in4 20.8 in4 Moment: 291 ft -Ib 1001 ft -Ib Shear: -226 lb 1238 lb psi psi ksi psi Uniform Roof Loading Roof Live Load: LL = Roof Dead Load: DL = Non -Snow Roof Loaded Area: RLA = Slope Adjusted Spans And Loads Interior Span: L-adj = Eave Span: L-Eave-adj = Rafter Live Load: wL-adj = Eave Live Load: wL-Eave-adj = Rafter Dead Load: wD-adj = Rafter Total Load: wT-adj = Eave Total Load: wT-Eave-adj = 20 psf 15 psf 0 sf 6.32 ft 2.11 ft 36 plf 36 plf 28 plf 64 plf 64 plf Ell Project, BLACK y� r Location: SIDE PORCH BEAM Bending Stress: Fb = 1300 psi Fb' = 1625 psi Roof Beam Cd=1.25 CF= 1.00 11 [2013 California Building Code(2012 NDS)] Fv = 170 psi Fv' = 213 psi 4 5.5 IN x 9.5 IN x 16.0 FT Beam Uniform Live Load: Modulus of Elasticity: #1 - Douglas-Fir-Larch (North) - Dry Use 1600 ksi Comp. -L to Grain: Section Adequate By: 17.6% = 625 psi Controlling Moment: Controlling Factor: Moment WT = 8.0 ft from left support DEFLECTIONS Center LOAGNIG DIAGR Live Load 0.38 IN U512 and live loads. Dead Load 0.32 in Controlling Shear: Total Load 0.70 IN U275 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B StruCalc Version 9.0.1.4 Live Load 1280 Ib 1280 Ib Dead Load 1101 Ib 1101 Ib Provided Total Load 2381 Ib 2381 Ib 70.32 in3 Bearing Length 0.69 in 0.69 in Area (Shear): BEAM DATA 37.43 int Span Length 16 ft 257.08 in4 Unbraced Length-Top 0 ft Moment: Unbraced Length-Bottom 0 ft 11203 ft -Ib Roof Pitch 4 :12 2381 Ib Roof Duration Factor 1.25 MATERIAL PROPERTIES ROOF LOADING #1 - Douglas-Fir-Larch (North) Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: Eric D. Ausmus, P.E. Ausmus Engineering, 1 3115 Johnny Lane Chico, CA 95973 8/6/2016 3:43:03 PM 6 ft LL = 20 psf DL = 15 psf TW = 6 ft LL = 20 psf DL = 15 psf TW = 2 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 128 of SLOPE/PITCH ADJUSTED Base Values Adjusted Bending Stress: Fb = 1300 psi Fb' = 1625 psi Ladj = Cd=1.25 CF= 1.00 ft Shear Stress: Fv = 170 psi Fv' = 213 psi 11 Cd=1.25 Beam Uniform Live Load: Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc - L = 625 psi Fc -1' = 625 psi Controlling Moment: 9523 ft -Ib WT = 8.0 ft from left support plf Created by combining all dead and live loads. Controlling Shear: 2381 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 70.32 in3 82.73 in3 Area (Shear): 16.81 int 37.43 int Moment of Inertia (deflection): 257.08 in4 392.96 in4 Moment: 9523 ft -Ib 11203 ft -Ib Shear: 2381 Ib 5302 lb Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: Eric D. Ausmus, P.E. Ausmus Engineering, 1 3115 Johnny Lane Chico, CA 95973 8/6/2016 3:43:03 PM 6 ft LL = 20 psf DL = 15 psf TW = 6 ft LL = 20 psf DL = 15 psf TW = 2 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 128 of SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 16 ft Beam Self Weight: BSW = 11 plf Beam Uniform Live Load: wL = 160 plf Beam Uniform Dead Load: wD_adj = 138 plf Total Uniform Load:. WT = 298 plf 3f-4 Project' BLACK ` Location: SIDE PORCH FTG Footing [2013 California Building Code(2012 NDS)] Footing Size: 1.67 FT x 1.67 FT x 12.00 IN Reinforcement: #4 Bars @ 6.00 IN. O.C. E/W / (3) min. Section Footing Design Adequate FOOTING PROPERTIES a = Allowable Soil Bearing Pressure: Qs = 1500 psf Concrete Compressive Strength: F'c = 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi Concrete Reinforcement Cover: c = 3 in FOOTING SIZE 0.48 in2 Width: W = 1.67 ft Length: L= 1.67 ft Depth: Depth = 12 in Effective Depth to Top Layer of Steel: d = 8.25 in COLUMN AND BASEPLATE SIZE Vc1 = Column Type: Wood Column Width: m= 4 in Column Depth: n= 6 in FOOTING CALCULATIONS Bearing Calculations: a = Ultimate Bearing Pressure: Qu = Effective Allowable Soil.Bearing Pressure: Qe = Required Footing Area: Areq = Area Provided: A = Baseplate Bearing: 0.48 in2 Bearing Required: Bear = Allowable Bearing: Bear -A = Beam Shear Calculations (One Way Shear): Development Length Calculations: Beam Shear: Vu1 = Allowable Beam Shear: Vc1 = Punching Shear Calculations (Two Way Shear): Development Length Supplied: Critical Perimeter: Bo = Punching Shear: Vu2 = Allowable Punching Shear (ACI 11-35): vc2-a = Allowable Punching Shear (ACI 11-36): vc2-b = Allowable Punching Shear (ACI 11-37): vc2-c = Controlling Allowable Punching Shear: vc2 = Bending Calculations: Factored Moment: Mu = Nominal Moment Strength: Mn = Reinforcement Calculations: 1249 psf 1350 psf 2.58 sf 2.79 sf 5131 Ib 66300 Ib 453 lb 12400 Ib 53 in 2901 Ib 76519 Ib 134888 Ib 65588 Ib 65588 Ib 12853 in -Ib 168998 in -lb Concrete Compressive Block Depth: a = 0.55 in Steel Required Based on Moment: As(1) = 0.04 int Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) = 0.48 in2 Controlling Reinforcing Steel: As-reqd = 0.48 in2 Selected Reinforcement: #4's @ 6.0 in. o.c. e/w (3) Min. Reinforcement Area Provided: As = 0.59 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 7.02 in Note: Plain concrete adequate for bending, therefore adequate development length not required. Live Load: Dead Load: Total Load: Ultimate Factored Load: Weight to resist uplift w/ 1.5 F.S. PL = PD= PT = Pu = U.R. _ 2381 Ib 1101 Ib 3482 Ib 5131 Ib 270 Ib Project' BLACK Location: REAR PORCH RAFTER Roof Rafter [2013 California Building Code(2012 NDS)] 1.5 INx7.25INx14.OFT(12+2)@24 O.C. #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 45.7% Controlling Factor: Moment DEFLECTIONS Center Riaht Live Load 0.26 IN U576 0.02 IN 21J2878 Dead Load 0.13 in 0.00 in Total Load 0.39 IN U378 0.00 IN 2L/Infinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS 2.5 :12 Roof sheathing applied to top of joists -top of rafters fully braced Roof Duration Factor 1.25 LOADS REACTIONS Upper Live Load @ A 120 plf 240 Ib Upper Dead Load @ A 66 plf 131 Ib Upper Total Load @ A 186 plf 371 Ib Lower Live Load @ B 163 plf 327 Ib Lower Dead Load @ B 92 plf 184 Ib Lower Total Load @ B ' 255 plf 510 Ib RAFTER SUPPORT DATA A_ B Bearing Length 0.40 in 0.54 in Span Length 12 ft 2 ft Rafter Pitch 2.5 :12 Roof sheathing applied to top of joists -top of rafters fully braced Roof Duration Factor 1.25 Peak Notch Depth 0.00 Base Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 1466 psi Cd=1.25 CF= 1.20 Cr -1.15 Shear Stress: Fv = 180 psi FV = 225 psi Cd=1.25 -Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 1102 ft -Ib 6.001 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -377 Ib 11.748 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provided Section Modulus: 9.02 in3 13.14 in3 Area (Shear): 2.51 in2 10.88 in2 Moment of Inertia (deflection): 22.7 in4 47.63 in4 Moment: 1102 ft -Ib 1606 ft -Ib Shear: -377 lb 1631 Ib Uniform Roof Loading Roof Live Load: LL = 20 psf Roof Dead Load: DL= 11 psf Non -Snow Roof Loaded Area: RLA = 0 sf Slope Adjusted Spans And Loads Interior Span: L-adj = 12.26 ft Eave Span: L-Eave-adj = 2.04 ft Rafter Live Load: wL-adj = 38 plf Eave Live Load: wL-Eave-adj = 38 plf Rafter Dead Load: wD-adj = 22 plf Rafter Total Load: wT-adj = 60 plf Eave Total Load: wT-Eave-adj = 60 plf Project: BLACK Adjusted Beam Length: ' Location: REAR PORCH BEAM 10 Roof Beam LL = [2013'California Building Code(2012 NDS)] psf 3.5 IN x 7.25 IN x 10.0 FT DL = #2 - Douglas -Fir -Larch (North) - Dry Use psf Section Adequate By: 1.8% TW = Controlling Factor: Moment ft DEFLECTIONS Center Total Uniform Load: Live Load 0.20 IN U593 255 Dead Load 0.12 in LL = Total Load 0.32 IN U372 psf Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B 11 Live Load 800 Ib 800 Ib Tributary Width: Dead Load 476 Ib 476 Ib 2 Total Load 1276 Ib 1276 Ib Wall Load: Bearing Length 0.58 in 0.58 in 0 Non -Snow Roof Loaded Area: BEAM DATA 80 Span Length 10 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom -0 ft Roof Pitch ' 2.512 Roof Duration Factor 1.15 MATERIAL PROPERTIES ' #2 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 850 psi Fb' = 1271 psi Cd=1.15 CF= 1.30 Shear Stress: Fv = 180 psi Fv' = 207 psi Cd=1.15 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc - L' _ 625 psi Controlling Moment: 3191 ft -Ib 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -1276 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided `Section Modulus: 30.13 in3 30.66 in3 Area (Shear): 9.25 in2 25.38 in2 . Moment of Inertia (deflection): 53.84 in4 111.15 in4 Moment: 3191 ft -Ib 3247 ft -Ib Shear: -1276 lb 3502 lb .�J SMUPage Eric D. Ausmus, P.E. 'No I-c� e Ausmus Engineering, Ii c. 3115 Johnny Lane or > Chico, CA 95973 Version 9.0.1.4 10 ft 8/6/2016 3:53:17 PM Side One: Adjusted Beam Length: Ladj = 10 Roof Live Load: LL = 20 psf Roof Dead Load: DL = 11 psf Tributary Width: TW = 6 ft Side Two: Total Uniform Load: wT = 255 Roof Live Load: LL = 20 psf Roof Dead Load: DL = 11 psf Tributary Width: TW = 2 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 80 plf olf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10 ft Beam Self Weight: BSW = 5 plf Beam Uniform Live Load: wL = 160 plf Beam Uniform Dead Load: wD_adj = 95 plf Total Uniform Load: wT = 255 plf ��rt�so>s�orr MUS sir IND A GIlY�RIlVG AO PLOT PLAN LAND/BUILDING. OWNER RO@ERT B DENISE BLACK Al REAR -PORCH FRAMING PLAN GRIDLEYEY, CA 95948 TESON ROAD A2 REAR CR055 SECTION ' RI ENGINEER OF RECORD AU9MU8 ENGINEERING', INC. A3 SIDE PORCH FRAMING PLAN. ADDRESS 3115 JOHNNY LANE A4 910E PORCH SECTION & ELEV CHICO. CA 95973 PHONE (590) 521-2648 EMAIL ERICAUSM060GMA1L.COM AUSMUS ENGINEERING. GOVERNING CODES 2019 CRC CEC, AND ALL APPLICABL9115 JOHNNY LANE C1HIC0 CA E 95973 22 GOVERNING LOCAL ORDINANCES 1 ERIPH: (530) 521 6413 1 1 �II9'1l± A+j�QktA!<AOM ON ' PROPOSED 12'X12' COVERED PATIO 680 JUSTESON Rona I QROf ESSIOHq 91TE. ADORE59 GRIDLEY, CA 95948 72'-8" • O AUSMUS r JUR15PICTION DUTTE COUNTY 1 h y IASSESSOR'S PARCEL NO; 009-940-127 ; (9) BSN i i a 5286 09-30-2017 ZONING. AG 20, 1 1. Jh ONO \Q PARCEL: AREA a;91 ACRESn. PF OF .CAS S.D.. 9 :... 107.5 _...... .. f � ` I :. W(LVEWND FIRE HAZARD AREA 'NSIVAT.E 1; 1 SEWAGE 015PQSAL PRIVATE.jy s t f BUTTE COUNTY. I` . i ENVIRONMENTAL HEALTH # u �. I. (580) 891-2727 T i 1 O FLOOD ZONE ZONE X 1. COMMUNITY NO.. 06667C1125E � POSITIVELY LOCATE (E)'SEPTIC:- a TANKAND PROVE 5'.CLEAR , IDMCE P 817E ELEVATION 90 FT•ASL . i PROP09ED 16!X12` COVERED PAtCO - _ .. ... .. 1 GROUND SNOW LOAD '6 P9F Mops IDDM.,.. i ' � �.•i _ WO..COVEREO PORCH AOOITIONS'TO EXISTING SFR 1 •• J 1 '; NONE. I. 680,�US�D'FiSUDI. Aid.: P+; '= 009.8127 1 _ =� 1, .. CpU1VTy 1 Q -0C T 1 7 2016 -� r DEVEj (Qp i REFER TO (E) MEATI' 51TE:PLAN'BY` II SERWcE .OTHERS PLOT PLAN T-- PLOT PLAN PLAN. t.e,' A0..- - DATE::08/04/2016 SHEET J V X71 L' SON AVEAo T OF a5. x, Y GSNSSAII, INFORDUIYON I - < . AO PLOT PLAN Al REAR PORCH FRAMING PLAN A2 REAR CROSS SECTION A3 SIDE PORCH FRAMING PLAN A4 SIDE PORCH SECTION & ELEV _ - -- -- -- -- -- - - - - - - - - - - GOVERNING CODES 20.13`CRC,.CEC.AND'ALL_-APPL"ICA5L } GOVERNING LOCAL ORDINANCES <' AI'I7:INIIOItMl1'1gON I PROP05ED 12'X12' COVERED PATIO 680 JUSTE50N ROAD J SITE ADDRESS GRIDLEY, CA 95948 I ' • � - � _ 72'-8" JURISDICTION BUTTE COUNTY I ASSESSOR'S PARCEL NO. 009-340-127 i i ZOINING AG -20 I ! A IPARCEL AREA 1.31 ACRES 107,-5" I �i W&VEIAND FIRE HAZARD AREA PRIVATE SEWAGE DISPOSAL PRIVATE ENVIRONMENTAL HEALTH BUTTE COUNTY I (590) 891-2727 FLOOD ZONE ZONE X I� r COMMUNITY NO. 06007CI125E IP051TIVELY LOCATE (E) SEPTIC , TANK AND PROVIE 5' CLEAR (9) ®ESIDENCE I SITE ELEVATION 90 FT ASL 1 I 1 GROUND SNOW LOAD 0 P5F I PROPOSED 16'X12' COVERED PATIO r I $CAPE a yon WO COVERED -PORCH ADDITIONS 'TO:EXISTING ;SFo I BLACK BUTm I A NSF 111D 9IJBbtIT!'AIB I 680 JUSTESON AVE COUNTY NO ' OW340-127 SEP 1.4 22 , I PERMIT# ' Z� J DEVELOPMENT A I BUTTE COUNTY DEVELOPMENT SERVICES } SERVICES 1 REVIEWED FOR qv, 1 CO E COMPLIA E y DATE 0 ED BY 1 -- -- -- -- - -- -- -- -- ---�_ -- -- 1 PLOT PLAN A Qj PLAN t JUSTESON AVE REFER TO (E) SITE PLAN DY OTHER5 "A AU5MU8 ENGINEERING 3115 JOHNNY LANE CHICO, CA 95973 22 ERICAUSMU50GMA61L COM Q�pFESS/ON AUSMUS m o. 65286 * 09-30-2017 `fl CIV1� \� qlF OF CA��E��� z Q m O PLOT PLAN DATE: 06/04/2016 ed copY LANPIDUILDING OWNER - ROBERT & DENISE BLACK 680 JUSTESON ROAD GRIDLEY, CA 95948 ENGINEER OF RECORD ENGLANINEERING. INC. ADDRESS 15 JOHNNY CHICO, CA 95973 PHONE (530) 521-2646 EMAIL ERICAUSMUSOGMAIL.COM AO PLOT PLAN Al REAR PORCH FRAMING PLAN A2 REAR CROSS SECTION A3 SIDE PORCH FRAMING PLAN A4 SIDE PORCH SECTION & ELEV _ - -- -- -- -- -- - - - - - - - - - - GOVERNING CODES 20.13`CRC,.CEC.AND'ALL_-APPL"ICA5L } GOVERNING LOCAL ORDINANCES <' AI'I7:INIIOItMl1'1gON I PROP05ED 12'X12' COVERED PATIO 680 JUSTE50N ROAD J SITE ADDRESS GRIDLEY, CA 95948 I ' • � - � _ 72'-8" JURISDICTION BUTTE COUNTY I ASSESSOR'S PARCEL NO. 009-340-127 i i ZOINING AG -20 I ! A IPARCEL AREA 1.31 ACRES 107,-5" I �i W&VEIAND FIRE HAZARD AREA PRIVATE SEWAGE DISPOSAL PRIVATE ENVIRONMENTAL HEALTH BUTTE COUNTY I (590) 891-2727 FLOOD ZONE ZONE X I� r COMMUNITY NO. 06007CI125E IP051TIVELY LOCATE (E) SEPTIC , TANK AND PROVIE 5' CLEAR (9) ®ESIDENCE I SITE ELEVATION 90 FT ASL 1 I 1 GROUND SNOW LOAD 0 P5F I PROPOSED 16'X12' COVERED PATIO r I $CAPE a yon WO COVERED -PORCH ADDITIONS 'TO:EXISTING ;SFo I BLACK BUTm I A NSF 111D 9IJBbtIT!'AIB I 680 JUSTESON AVE COUNTY NO ' OW340-127 SEP 1.4 22 , I PERMIT# ' Z� J DEVELOPMENT A I BUTTE COUNTY DEVELOPMENT SERVICES } SERVICES 1 REVIEWED FOR qv, 1 CO E COMPLIA E y DATE 0 ED BY 1 -- -- -- -- - -- -- -- -- ---�_ -- -- 1 PLOT PLAN A Qj PLAN t JUSTESON AVE REFER TO (E) SITE PLAN DY OTHER5 "A AU5MU8 ENGINEERING 3115 JOHNNY LANE CHICO, CA 95973 22 ERICAUSMU50GMA61L COM Q�pFESS/ON AUSMUS m o. 65286 * 09-30-2017 `fl CIV1� \� qlF OF CA��E��� z Q m O PLOT PLAN DATE: 06/04/2016 ed copY I ,r 4 I. Remove vegetaeion:and.debris from urWer and away from structure: Maintain. clearance for a fire'safe environment 2, J EtP CAUFORNIA:GREEN PREVENT WILDFIRES.IN BUTTE COUNTY �l+'' . AU5MU5 ENGINEERING 3115 JOHNNY LA4E CHICO, CA (E) EXTERIOR WALL \\ I Q 9 993 8 F � ERICAUISMU *GMAIICOM \\ I L • 10,x„ VERIFY (E) CHIMNEY TO REMAIN PROVIDE C KET FOR D INAGE COMP SHINGLES 0/ 15# FELT 0/ 7/16" 056 W/ 8d AT 6/12 (E) RIDGE REAR PORCH PLAN SAWCUT CONCRETE QR�FE �ONq I AND PROVIDE 18" SQ QUO ' !� X 12" DP FOOTING W/ y . AU US �' I (2)#4 BARS E/W Cz cr-o o.65286 * 09-30-2017 1 , s� C/V1� 20 AT 24" OC qlF OF CAO��� 1 (E) 24" 5OFFITED EAVE TO REMAIN — — — — — — — - — — — — — — — — — — — — — — — CPS (E) 2 4 EXTE ZIPR (� WALL TORE otAIN II -------- �'•1 — — — — — — — — — — -------,--.— o z o 1 ` W o iPERMIT #BUE COUNTY DEVELOPMENT SERVICES 1 REVIEWED FOR REAR PORCH C® E COMPLIA CE _ DATE (O ► � BY PLAN r , DATE: 08/04/16 SHEET Al2 OF 5 514IP/TRIM AS REQUIRED TO F1' t INVERTED LGTS REMOVE (E) STUCCO TO ACCOMMODATE BRACKET INVERTED 5IMP50N LGT2 6RACKET NOTCH PROP05ED BEAM TO FIT - (2) 14"X2" 5D5 TO (P) BEAM (P) 40 PORCH BEAM - D BEAM ATTACHMENT DETAIL A2 SECTION 1/4•=1' - ` t•- PERMIT#IXJ�- - _ BUTTE COUNTY DEVELOPMENT SERVICES - _ - REVIEWED FOR% CLA55 A COMP SHINGLES 0/ CO �OM ILIA VE FLASH 2-LAYER5 15# FELT 0/ 7/16 DATE BY 05D W/ 8d AT 6/12 E.N: ;'2X BLKG GUTTER SHALL LTP4 AT 48" OC HAVE A MEANS TO _ a PREVENT THE 12 ACCUMULATION OF ' 4 L 1 2.5 LEAVES .. 12 � E.N. 2X BLKG -2X. RIM �4 A34 LAT- 48" OC j 2X4 CJ AT 24" OC 2X4 SLEEPER W REMOVE EAVE AT 2-8d AT 24" OC - NEW ROOF (E) RESIDENCE TO I 4X8 REMAIN LU24 'HANGER EPCZ44 ,J 4X4 1CD5Q44r SAWCUT CONC & CONSTRUCT 18" 50 X 12" DP FTG W (2) #4 E/W 1 REAR PORCH SECTION A2 SECTION 1/4•=1' v AU5MUS ENGINEERING 3115 JOHNNY LANE CHICO . CA 9 573 PH3-2648 AUSERMUSOGMAIL.COM �Q�o VE loN�l �ti AUSIUS W m 0.65286 * 09-30-2017 qlF CF CA1.\F�� �o � I REAR PORCH SECTION DATE: 08/04/16 SHEET A23 OF5 I — — — — — — — — — — — — — — — — — — r iI I ------- ------- I II T COMP SHINGLES 0/ 16# B I 1 FELT 0/ 7/16" 0515 W/ 8d At SET BEAM ON i I i 4:12' AT 6/12 TOP OF (E) PLATE5. I i 24" 5Q FT X 12" OF W/ (5) - #4 BARS E/W I I II • 2' it " a , I I 12' � 2' — — iz • I — — — — — — — — — — — — — — — — — — r iI I ------- ------- I II T COMP SHINGLES 0/ 16# B I 1 FELT 0/ 7/16" 0515 W/ 8d At SET BEAM ON i I i 4:12' AT 6/12 TOP OF (E) PLATE5. I i 24" 5Q FT X 12" OF W/ (5) - #4 BARS E/W I I II • 2' it " a , I I 12' � 2' (E) ROOF 5HEATHING TO REMAIN it " a , I I � F — — 6X0 — — I. lAl 2X8 RID GE 2Ts�o� o _ t�V CIO 4,10 L J (E) ROOF 5HEATHING TO REMAIN I I I 4:12 1' 16' (E) ROOF i II PERMIT # _j«o - 1,0!2 1 I I I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF- CE 1 SIDE PORCH DATE 4 BY A3 PLAN 1/4'e1 A6 6 AU5MU5 ENGINEERING 8118 JOHNNY5g9N CHICO, CA UALCERAUSMSOGMIOM �Q�OQROf ESSIpNgl�y ER auSNus Lai m 0.85286 * 09-30-2017 Jf CIV1\_ qlF of CAO��� Z cc� V rAORA 0 oc U N W W H 0 SIDE PORCH PLAN DATE: 08/05/16 5H •ET 4OF5 I I , I I � I. I I I 4:12 1' 16' (E) ROOF i II PERMIT # _j«o - 1,0!2 1 I I I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODF- CE 1 SIDE PORCH DATE 4 BY A3 PLAN 1/4'e1 A6 6 AU5MU5 ENGINEERING 8118 JOHNNY5g9N CHICO, CA UALCERAUSMSOGMIOM �Q�OQROf ESSIpNgl�y ER auSNus Lai m 0.85286 * 09-30-2017 Jf CIV1\_ qlF of CAO��� Z cc� V rAORA 0 oc U N W W H 0 SIDE PORCH PLAN DATE: 08/05/16 5H •ET 4OF5 (E) ROOF TO REMAIN 8114" GE VENT 2X6 COLLAR TIE7 7/16" 05D W/ 8d �6 2X6 FASCIA — . ;.•, 12 AT 6/12 E.N. AT BLKG :tier. :T.,. — 2X6 AT 24" OC 4'-3 1/2" • ::. k`r..• '•'''r•• :..; i' �'i''•' .,x,06,"'•S'�' +y'g::ti.t:. (E) PLATE LINE (E) PL TE LIN _ _ —_- 2'-23/4"---------------- LU24� - rEPC46' STUCCO 50FF[T ©®® (E) FASCIA '5/8" 2X6 AT 24" OC - ' :LAO DROPPED CEILING - i 10'-7 3/4" P05T PER PLAN -VERIFY ' BRICK FACADE CD5 6 BRICK' FACADE PER OWNER • PER OWNER (E) DECK AND 5TEP5 TO REMAIN B SIDE PORCH j �Z A4 PLAN PERMIT #B �7� D O PM SERVICES UTTE REVIEWED FOR CODE COMPLIANCE DATE to /4 BY _ -- - AUSMUS 77 3115 JOHHNNY LANE CHIICO CA ERajA MU5 iimC�3�1-2648 AIL COM OFESSl0,y91�2 ERIC D. AUSMUS i No. 65286 * 09-30-2017 CNN qlF OF CwE��� O oc U W 0 w a 0 SIDE PORCH SECTIONS DATE: 08/04/16 5HE T A45 OF 5