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028-074-010
- N, P 28-074-10 Nora W/s.Mull 0 00' of cho St on %g )[[„ CO J. Wil Oro tv . Permit 13- ,P,E (addition/ 028-074-010 03-3497 DANNER, ROBERT ` 1276 SMULLIN ST, OROVILL Cont: DOUG BRADLEY ADD BR LR COV DECK&LPHEn ' d 028-074-010 04-0194 DANNER, ROBERT 1276 SMULLIN ST, OROVILLE Cont: BRADLEY, DOUG ADD'L SQ FTG FOR DECK/SF V28-074-010 05- DANNER; ROBERT 1276 SMULLIN ST, OROVILLE Cont: OWNER GARAGE -DET - — - - - ” WEED; Jess 5730B* 4244B ; -z-f - - - 3372p 41 E: . Ap 28-074-1(; i s1w corner of School & Smullings, Honcut (new,sing .family) C#REIMS L) ENVIRONMENTAL HEALTH CLEARANCE -71 DATE RECEIVED A B 0v e 4' O LOOMIS OFFICE GMARYSVILLE PLANT 3243 Rippey Road 5033 Feather River Blvd. 1 Loomis, CA 95650 Marysville, CA 95901 Phone: (916) 652-4655 Phone: (530) 743-8855 TRUSS Fax: (916) 652-3860 Fax: (530) 743-8856 Trus's Desi*gn Submittal Designed By: Date: Technical Representative: Rick Patterson August 1, 2005 Troy Moss * All enclosed drawings are in alpha-numerical order Client Project ' Robert Danner Garage Honcut C Office Phone: Site Phone: 6t�T'iCOUNTY Office 8l; ILDtNO DIVISION ce Fax: Site Contact: APPROVED Plan/Elevation:Floor System: O 0 original Submittal'° WL SFALS Roof System: O Complete Revision O Partial Revision: Replaces individual drawings Work Order # 0810705 0 Addition: Add to Original Submittal '=load Bearing Wall Heights: Sheathing: 5o.5 L ROOf11Tle 3D Lay INNER GARAGE Q�aDQ� ROGER DANNER TRPRU ('� I nA L II-1��II �I�(� �� JII BUTTE COUNT Y ������?�1 S y s t e m s SALES REP TM WO# 0810705 DUE DATE : DSGNR/CHKR RP / BW Date 7/29/2005 11:21 TC Live 16.00 p8f DurFac-Lbr 1.25 TC Dead 14.00 p8f DurFac-P.lt 1.25 BC Live 0.00 p8f O.C. Spacing 24.0 BC Dead 8.00 p8f Design Spec UBC -97 Total 38.00 p8f I#Tr/#Cfg . 10 / O Job Name: DANNER GARAGE BRG X -LOC REACT SIZE REQ'D TC 1 0- 1-12 1977 3.50" 2.11' 2 27-10- 4 1979 3.50" 2.11" BC BRG REQUIREMENTS sham are based ONLY WEB on the truss material at each bearing TIE BEAM MAX DEFLECTION (span) : ATTTr wit L/999 IN MEM 15-16 (LIVE) L= -0.25" D= -0.27' T= -0.52" CRITICAL MEMBER FORCES: TC �1P. WR. / TENS.(WR.) CSI 1-2 2-3 -1694 0.90 / -2062 0.90 / 0.19 0.31 3-4 / 1144(0.90) 0.28 4-5 -1624 1.25 / 0.14 5-6 6-7 -2027 1.25 / -2027 1.25 / 0.23 0.23 7-8 -1615 1.25 / 0.13 8-9 / 1478(1.25) 0.30 9-10 -2038(0.90)/ 0.42 10-11 -1693(0.90)/ 0.21 BC 12-13 COMP. WR. / -226 1.60 / TENS. CSI 867 0.90 0.14 13-14 -221 1.60 / 876 0.90 0.80 14-15 -14 1.60 / 1097 0.90 0.81 15-16 16-17 -14 1.60 / -226 1.60 / 01% 1097 0.90 0.80 872 0.90 0.78 17-18 -231 1.60 / 864 0.90 0.14 WB 2-13 COMP. WR.)/ -887(0.903/ TENS. WR. CSI 197 1.60 0.40 2-14 -378(1.60 / 607 0.90 0.34 3-14 9-16 / / 1379 0.90 0.78 1343 0.90 0.76 10-16 -366(1.60)/ 615 0.90 0.35 10-17 -865(0.90)/ 203 1.60 0.39 TB RMP. WR. / TENS. WR. CSI 4-19 -762 1.60 / 338 0.90 0.30 19-20 20-21 -788 1.60 / -795 1.60 / 3l3 0.90 0.31 311 0.90 0.33 21-8 -776 1.60 / 341 0.90 0.29 AW ]9-5 COMP.(DUR.)/ / TENS. WR. CSI 112 0.90 0.06 5-20 20-6 55 1.60 / -215 1.25 / 563 1.25 0.23 106 1.60 0.03 -39 1.60 z0_7 ]16 0.90 0.07 .el plates ainage mus tic collar shown plus the collar or rigid s 2x4 DFL #1 2x6 DFL #2 3-5, 7-9 2x10 DFL SS 2x4 DFL STANDARD 2x4 DFL #1 2x4 DFL STANDARD lowables are per NDS. R ICBG RESEARCH REPORT #1607. SF non -concurrent BCLL. lyzed for eccentricity. e provided to avoid ponding. e requires lateral bracing acing at the panel points of e {unless noted otherwise), thing is required. Truss ID: T1 ••[PM]=PLATE MONITOR USED -See Joint Reportf4 Plating spec : ANSI/TPI - 1995 Attic room load = 45 psf, pplus any added loads indicated. Room LL Defl. is L/360. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). One row of cross bridging (X -bracing) may be rmired at centerline of room per NDS. PLATING BASED ON GREEN LUMBER VALUES. - c d 3-0-0 u 5-0-0 NN� co 3-0-0 !,0400 19-0-0 � 5-0-0 4-0-0 10-0-0 4-0-0 5-0-0 '1 2 13 4 15 6 17 819 10 11 1l 9.40 4.00 ---4-0-01 1 2. 9-11-12 4-6 2 0-6-12 B1 VV:308 R:1977 U: 6-8 1:5-4 6-8 10-16 10-16 5 12-1 75#1 S=8-12 10-10 75#1 2-4 Qty: 8 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 9- 0- 0 19- 0- 0 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 28.00 ft Bidg Width = 32.00 ft Mean roof height = 14 .39 75 UBCcApn4m132 psf ------- LOADE#DESIGN LOADS -_.----------- Dir ------Dir L.Plf L.Loc R.Plf RLoc LL/TL TC Vert 50.00 0- 0- 0 50.00 5- 1-12 0.64 TC Vert 70.00 5- 1-12 70.00 5- 3-13 0.46 TC Vert 50.00 5- 3-13 50.00 22- 8- 3 0.64 TC Vert 70.00 22- 8- 3 70.00 22-10- 4 0.46 TC Vert 50.00 22-10- 4 50.00 28- 0- 0 0.64 BC Vert 16.00 0- 0- 0 16.00 5- 1-12 0.00 BC Vert 106.00 5- 1-12 106.00 22-10- 4 0.75 BC Vert 16.00 22-10- 4 16.00 28- 0- 0 0.00 4-8 V 20.00 5- 3-13 20.00 22- 8- 3 0.00 .Type... lbs X.Loc LL/TL BC Vert 74.6 5- 1-12 0.00 BC Vert 74.6 22-10- 4 0.00 9-11-12 SHIP �4-6 I 0-6-12 B2 VV:308 R:1979 U: 28-0-0 12 13 c649 15 16 18 3-0-0 b o 18� m 3-0-0 1�`t ") 23-0-0 N N CtrGea ofatesand of Isere framefates are posdionedas �1havRaUove Shif[.eabQe stud es t adv R 19 _ 1 SIL 7461 t IM Cust: ROBER DANNER This design is for an individual Wilding component not truss system 11has been based on specifications provided by the component manufacturer W0: Drive T_0810705_L00005_) 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Ds n r • RP 9 5 12-1 75#1 S=8-12 10-10 75#1 2-4 Qty: 8 This design based on chord bracing applied per the following schedule: max o.c. from to TC 24.00" 9- 0- 0 19- 0- 0 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 28.00 ft Bidg Width = 32.00 ft Mean roof height = 14 .39 75 UBCcApn4m132 psf ------- LOADE#DESIGN LOADS -_.----------- Dir ------Dir L.Plf L.Loc R.Plf RLoc LL/TL TC Vert 50.00 0- 0- 0 50.00 5- 1-12 0.64 TC Vert 70.00 5- 1-12 70.00 5- 3-13 0.46 TC Vert 50.00 5- 3-13 50.00 22- 8- 3 0.64 TC Vert 70.00 22- 8- 3 70.00 22-10- 4 0.46 TC Vert 50.00 22-10- 4 50.00 28- 0- 0 0.64 BC Vert 16.00 0- 0- 0 16.00 5- 1-12 0.00 BC Vert 106.00 5- 1-12 106.00 22-10- 4 0.75 BC Vert 16.00 22-10- 4 16.00 28- 0- 0 0.00 4-8 V 20.00 5- 3-13 20.00 22- 8- 3 0.00 .Type... lbs X.Loc LL/TL BC Vert 74.6 5- 1-12 0.00 BC Vert 74.6 22-10- 4 0.00 9-11-12 SHIP �4-6 I 0-6-12 B2 VV:308 R:1979 U: 28-0-0 12 13 c649 15 16 18 3-0-0 b o 18� m 3-0-0 1�`t ") 23-0-0 N N CtrGea ofatesand of Isere framefates are posdionedas �1havRaUove Shif[.eabQe stud es t adv WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ROBER DANNER This design is for an individual Wilding component not truss system 11has been based on specifications provided by the component manufacturer W0: Drive T_0810705_L00005_) 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Ds n r • RP 9 #LC = 32 WT • 331# Dimensionsere to be veered by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that TC Live 16.00 psf Du rFacs L=1.25 P=1.25 HOMEII✓OOD the loads Wliwd on this design meet or exceed the loading Imposed by the local Willing code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component TC Dead 9.00 psf Re Mb r Bnd p 1.15 p Rep Mb r Comp 1.00 ® TRUSS shall not W placed in any environment that will cause the moisture content of the wood to exceed 19%ard/or cause connector pate corrosion. 'JOINT V BC Ll Ve 0.00 psf Rep Mb r Tens 1.00 4445 Northpark Dr. Fabricate, handle, instal and brace this truss In accordance with DETAILS by Tnmwal,'ANSVTPI 1'. VirCA -Wood Thus Council Standard Design Responsibilities. Nt� $1ANDLINC INSTALLING AND BRACING METAL PLATE CONNECTED DD TRUSSES BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Co 1 o Springs, CO 80907 of America es. TRU SPLUS 6.0 VER: T6.4.2 {MB 91) and 1-1113-91 SUMMARY SHEET by TPI. The Truss Rale Institute (TPI) is located at D'Onofrio orae, Madison, Wisconsin 53719. prhe American Forest and Paper Association (AFPA)islocated at111119th Street, NW, Ste Bob, Washington. DO 20036. TOTAL 33.00 psf Design Spec DEFL RATIO: UBC -97 L/240 TC: L/24 Job Name: DANNER GARAGE Truss ID: T2 Qty: 2 -268(1.60)/ BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 "*[PM]=PLATE MONITOR USED -See Joint Report- This truss is designed using the 2-13 -1276 0.90 / 1 0- 1-12 2801 3.50" 1.SO" 2x6 DFL #2 3-5, 7-9 Plating spec : ANSI/TPI - 1995 UBC -97 Code. 3-14 9-16 / / 2 27-10- 4 2803 3.50" 1.50" BC 2x10 DFL #1 Attic room load = 45 psf, pplus any added Bldg Enclosed = Yes, Importance Factor = 1.00 10-17 BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD loads indicated. Roan LL Defl. is L/360. Truss Location = Not End Zone TENS. WR. CSI 479 0.90 0.13 1.00 bearing on the truss material at MAX DEILECTIONMEM 20 DFL #1 OF DESIGN IS THE SON UDRAWING, lroof 440 0.90 0.12 (spa16 (LIVE)each AATTfIIC LUES PE20 DFL FRESEARND REPORT #1607. IEAM F LTIPLEHANGERSLOAD ARE DICATEDS THISITE MeanLT he= 28=0014 14.69 ft, ih hegorVO0 ft TENS. WR. CSI L= -0.19 D= -0.21' T= -0.40" CRITICAL MEhBER FORCES: Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC Standard Occupancyy Dead Load = 13..2 psf 797 1.25 0.16 134 1.60 0.02 TC CUtP. OI1R. / TENS.(WR.) CSI Heel plates analyzed for eccentricity. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY ----------LOAD CASE III ESIGN LOADS ---------------- / 164 0.90 0.05 1-2 -2395 0.90 / 0.1a + + + + + + + + + + + + + + + + + + + + + + GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Dir L.PIf L.Loc R.PIf R.Loc LL/TL 2-3 -2926 0.90 / 0.13 Nail pattern shown is for PLF loads only. HANGERS MUST BE RE-EVALUATED (BY OTHERS). TC Vert 70.83 0- 0- 0 70.83 5- 1-12 0.64 3-4 / 1623(0.90) 0.11 4-5 -2301(1.25 / 0.10 Concentrated loads MUST be distributed to Drainage must be provided to avoid ponding. TC Vert 99.17 5- 1-12 99.17 S- 3-13 0.46 5-6 -28721.253/ 0.15 each 1 equally. On multi -ply with hangers. P, y y P y into One row of cross bridging X -bracing) may be 9 g TC Vert 70.83 5- 3-13 70.83 TC 22- 8- 3 22-10- 4 0.64 0.46 6-7 -2872 1.253/ 0.1s 7-8 use 3 nails min. the carrying member. For than 2 fasten- i required at centerline of room per NDS. Attic tie lateral bracing Vert 99.17 22- 8- 3 99.17 TC Vert 70.83 22-10- 4 70.83 28- 0- 0 0.64 -2288 1.25 / 0.09 8-9 / 1094(1.25) 0.11 more ply, use additional ers indicated from the back or use collar requires bracing at the BC Vert 22.67 0- 0- 0 22.67 5- 1-12 0.00 9-30 -2891(0.90)/ 0.32 as plys, an other approved detail (by others). shown plus panel points of the collar tie unless noted otherwise), BC Vert 150.17 5- 1-12 150.17 22-10- 4 0.75 10-11 -2394(0.90)/ 0.16 IF 205" GUNNAILSARE USED ANY NAIL CLUSTER or rigid sheathing is regwired BC Vert 22.67 22-10- 4 22.67 28- 0- 0 0.00 BC COMP.�WR.)/ TENS. WR. CSI AMOUNTS SHOWN MUST BE INSTALLED FROM THE PLATING BASED ON GREEN LUMBER VALUES. 4-8 V 28.33 5- 3-13 28.33 22- 8- 3 0.00 12-13 -162((1.60))3/ 1226 0.90 0.16 13-14 -255 1.60 / 1238 0.90 0.97 FRONT AND BACK FACE EQUALLY (TOTAL NAILS = 2 -PLY! Nail w/lOd COR40N stag ered(pper NDS) 9•PER Type... lbs X.Loc LL/TL 14-15 / 15570.90 0.99 15-16 / 1557 0 90 0 97 DOUBLE THE AMOUNT SHOWN). ++++++++++++++++++++++ in: TC- 2 BC- 2 WEBS- 2 FOOT!•* BC Vert 105.7 5- 1-12 0.00 BC Vert 105.7 22-10- 4 0.00 16-17 -261(1.60)/ 1234 0.90 0.95 17-18 -268(1.60)/ 1222 0.90 0.15 W Q1M. WR. / TENS. WR. CSI 2-13 -1276 0.90 / 247 1.60 O.11 2-14 -495 1.60 / 873 0.90 o.25 3-14 9-16 / / 1957 0.90 0.55 1907 0.90 0.54 10-16 -477(1.60)/ 884 0.90 0.25 10-17 -1244(0.90)/ 256 1.60 0.11 TB 4-19 OIW* WR. / -1037 1.60 / TENS. WR. CSI 479 0.90 0.13 1.00 20-21 -1082 1.60 % 440 0.90 0.12 21-8 -1056 1.60 / 482 0.90 0.12 AW O3MP.(DUR.)/ TENS. WR. CSI 19-5 / 159 0.90 0.04 5-20 20-6 49 1.60)/ -305 1.253/ 797 1.25 0.16 134 1.60 0.02 20-7 -27 1.60 / 814 1.25 0.17 21-7 / 164 0.90 0.05 2. 9-11-12 4-6 I 0-6-12 131 W:308 R:2801 U: 6-8 1.5-4 6-8 5-41 5=8-11 1U_10 24 106#1 106#1 9-11-12 SHIP 2 B2 W:308 R:2803 U: 12 13 15 16 18 3-0-U� 180� O_O - {�(Go 3- ' N 23-0-0 N f N CiuU 'Art em.9 2 C19 DlatZ.0 S.S iM.daB 7/2 �m WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. O � 3-0-0 v5 $rD� 5-0-0 N � N N 3-0-0 I I 14-0-0 19-0-0 #LC = 32 WT • 330# 5-0-0 4-0-0 10-0-0 4-0-0 5-0-0 2-PLYS n1 2 13 4 15 6 17 8!9 10 11 ' REQUIRED1(19 40 R. 00 9.00 psf ---4-0-01 ---19-401 2. 9-11-12 4-6 I 0-6-12 131 W:308 R:2801 U: 6-8 1.5-4 6-8 5-41 5=8-11 1U_10 24 106#1 106#1 9-11-12 SHIP 2 B2 W:308 R:2803 U: 12 13 15 16 18 3-0-U� 180� O_O - {�(Go 3- ' N 23-0-0 N f N CiuU 'Art em.9 2 C19 DlatZ.0 S.S iM.daB 7/2 �m WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ROBER DANNER This design Is for an Individual building component not thus system It has been based on specifications provided by the component manufacturer WO: Dri Ve_T_0810705_L0000 S_J 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. DS n r • RP 9 #LC = 32 WT • 330# Dimenslonsere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascenain that TC Live 16.00 psf Du rFacs L=1.25 P=1.25 HOMEI n/OOD the bads utilized on this design meet or exceed the loading In"sed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom Mord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component TC Dead 9.00 psf Re Mb r Bnd P 1.00 Rep Mb r Comp 1.00 ® TRUSS shall not be placed In any emironment that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. 'JOINT BC Live 0.00 psf Rep Mbr Tens 1.00 4445 Northpark Dr. Fabricate, handle, irWall and dace this truss In accordance wbhDETAILS'byTruswal,'ANS111olV,1Nn'Ar-Wood Truss Council of America Standard Design Responsibilities. FWNOUNGINSTALUNGAMBRACING METAL PLATE CONNECTED WOOD TRUSSES! BC Dead 8.00 psf O.C.Spacing 2-10- 0 Colo Springs, CO 80907 {HIB -91) and 'HIR -91 SUMMARY SHEET by TPI. The Twss Plate Institute (TPq is located et aonordo DdW, (Madison. Wisconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2prheAmericanForestandPaperAssociation(AFPA)Islocatedat111119thStreet,NW,,Ste800,Washigton.DC2OD38. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/241 Job Name: DANNER GARAGE Truss ID: T3 Qty: 3 O O BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 `*[PMN=PLATE MONITOR USED -See Joint Report" This truss is designed using the ® O� O 1 0- 1-12 6919 3.50" 2.46" 2x6 DFL #2 3-5, 7-9 Plating spec : ANSI/TPI - 1995 UBC -97 Code. $-0-0 ' N N 2 27-10- 4 6926 3.50" 2.46" BC 2x10 DFL SS Attic room load = 45 psf, pplus any added Bldg Enclosed = Yes, Importance Factor = 1.00 19-0-0 BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD loads indicated. Roan LL Defl. is L/360. Truss Location = Not End Zone 4-0-0 10-0-0 4-0-0 5-0-0 on the truss material at each bearing TIE BEAM 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Hurricane/Oceggan Line = No Ex Category = C ' MAX DEFLECTION : MMEM 5-131(LIVE)-0.60" ATTIC shearE LumbPLAber REPORT MULTIPLE LOAD CASES. IFHANGERSINDICATED DICAON DRAWLING,ILS Length = 28.00 ft Bidg dth 2. 00 §9e Rep Mb r Tens 1.00 pp VALUES PERx1:CB0OFL eRare EareRpe #1607. GERSEDHONG HIS ARE BARED FOR t, mph UBC95tandardigccuPancy4y oad 1332 O.C.Spacing CRITICAL MEMBER FORCES: Loaded for 10 PSF non -concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY ----------LOAD CASE #1 DESIGN LOADS psf ---------------- Design Spec TC COMB. OUR. / TENS. 011R.) CSI TRUSPLUS 6.0 VER: T6.4.2FTheAmericanForestandPaperAsssociation(AFPA)isl catedat111119th street, NW, Ste BOO, washington,DC20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24, 1-2 -5930 0.90 / 0.22 2-3 -7218 0.90 / 0.37 Heel plates analyzed for eccentricity. + + + + + + + + + + + + + + + + + + + + + + GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Dir L.Plf L.Loc R.Plf TC Vert 175.00 0- 0- 0 175.00 R.Loc 5- 1-12 LL/TL 0.64 3-4 / 4003(0.90) 0.33 4-5 -5683[1.25)/ 0.16 Nail pattern shown is for PLF loads only. Concentrated loads MUST be distributed to Drainage must be provided to avoid ponding. One row of cross bridging (X -bracing) ) may be 9 9 9 TC Vert 245.00 5- 1-12 245.00 TC Vert 175.00 5- 3-13 175.00 5- 3-13 22- 8- 3 0.46 0.64 5-6 -7094(1.25)/ 0.25 6-7 -7094 1.z5 / 0.2S each Ply equally. On multi -ply with hangers, required at centerline o room per NDS. TC Vert 245.00 22- 8- 3 245.00 22-10- 4 0.46 7-8 -5652 1.25 / 0.13 e-9 / 5174(1.25) 0.35 use 3 nails min. into the carrying member. For more than 2 pp use additional fasten- Attic collar tie requires lateral bracing shown plus bracing at the panel points of TC Vert 175.00 22-10- 4 175.00 BC Vert 56.00 0- 0- 0 56.00 28- 0- 0 5- 1-12 0.64 0.00 9-10 -7132(0.90 / 0.50 10-11 -5926(0.90/ 0.26 ers as indicated from the back plys, or use the collar tie Sunless noted otherwise), . BC Vert 371.00 5- 1-12 371.00 22-10- 4 0.75 any other approved detail (by others). or rigid sheathing required. BC Vert 56.00 22-10- 4 56.00 28- 0- 0 22- 0.00 BC COMP. (rWR.)1/ TENS. WR. CSI 0 IF 2.5" GUN NAILS ARE USED ANY NAIL CLUSTER AMOUNTS SHOWN MUST BE INSTALLED FROM THE PLATING BASED ON GREEN LUMBER VALUES. 3 -PLY! Nail COMMON NDS) 4-8 V 70.00 5- 3-13 70.00 lbs X.Loc LL/TL 8- 3 0.00 112 3-14 -479(1.66005% 3065 0. 0.93 FRONT AND BACK FACE EQUALLY (TOTAL NAILS = w/lOd staggered%p in: TC- 2 SC- 3 WEBS- 2 *PER FOOT!A° .T pe.., BC Vert 261.0 5- 1-12 0.00 14-15 / 3841 0.90 0.95 15-15 / 3841 0.90 0.93 DOUBLE THE AMOUNT SHOWN). Nail in layers or from each face. BC Vert 261.0 22-10- 4 0.00 16-17 -4931.60/ 30540.90 0.91 17-18 -509 1.60 / 3024 0.90 0.16 ++++++++++++++++++++++ 1088 WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ROBER DANNER O O O 4B QY4P.(WR.)/ TENS. WR. CSI 2-13 -3106(0.903/ NS. 1.60 0.17 WO' Dri ve_T_081070 5_L00005_J 00001 C ' d ® O� O 4 2-14 -1079(1.60 / 2126 0.90 0.40 3_0_0 ' �0-0 $-0-0 ' N N N 3-14 / 4826 0.90 0.91 9-16 / 4702 0.90 0.88 10-16 -1042 1.60 / 2153 0.90 0.41 3-0-0 �j 14-0-0 19-0-0 attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component 10-17 -30260.90;/ 518 1.60 0.17 5-0-0 4-0-0 10-0-0 4-0-0 5-0-0 TB COMP. WR. / TENS. WR. cs1 3-PLYS ut 2 )3 4 l5 6 17 8+9 10 11 ' 4-19 -2440f1.60 / 1183 0.90 0.20 ill-zo -25331.60 / 1095 0.90 0.19 o z 2 60 090 018 REQUIRED 1(19.40 4r 00 4 00 -19.401 Rep Mb r Tens 21-81 -2492 1.60 % 1193 0.90 0.19 AW COMP.(OUR.)/ TINS. WR. CSI 6-8 1.5-4 6-8 19-5 / 392 0.90 0.07 >�� �� 5-20 -46(1.60)/ 19691.25 0.27 10-16 %'ll \\l �/ U���10-16 20-6 -753(1.25)/ 297 1.60 0.03 20-7 / 2010 1.25 0.27 ;i 21-7 / 406 0.90 0.08 9-11-12 1 4-8 2 0-6-12 B1 W:308 R:6919 U: - - 5-9--1 Z_1 S=8-12 12-12 261#1 261#1 9-11-12 SHIP _g _ 2 0-6-12 24 W:308 R:6926 U: 8-0- 12 13 15 16 c1c 18 c g 3-0-0 18 Cy b 3-0-0 1N1 tit ob 23-0-0 N j N WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ROBER DANNER This design is for an I dihridual building component not truss system it has been based on specifications provded by the cenlponent manufacturer WO' Dri ve_T_081070 5_L00005_J 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Ds n r : RP g #LC = 32 WT: 332# Dimensionsere to be vedfied by the component manufacturer and/or building designer prior to fabrication. The building designer nest ascertain that TC Live 16.00 psf Du rFacs L=1.2 5 P=1.2 5 HOMEWOOD the bads utilized on this design meet or coveed the leading Unposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component TC Dead 9.00 psf Re Mb r Bnd P 1.15 Rep Mb r Comp 1.00 ® TRUSS shall not be placed b any environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. 'JOINT •ANsurai V. r BC Live 0.00 psf Rep Mb r Tens 1.00 4445 Northpa rk Or. Colo Springs, CO 80907 Fabricate, handle, install and brace this truss In accordance with DETAILS' by Tmswal, conA -wood Truss Council of America Standard Design Responsibilities, NANDUNGINSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 8.00 psf O.C.Spacing 7- 0- 0 -(HIB-91) and 111691 SUMMARY SHEET by TPI. The Tress Plate Institute (TPg is located at D'Onofrfo DrNe, Madison, VAsconsin 53719. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2FTheAmericanForestandPaperAsssociation(AFPA)isl catedat111119th street, NW, Ste BOO, washington,DC20036. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24, Job Name: DANNER GARAGE - Truss ID: CAP Qty: 9 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) • 1 0- 5-12 304 3.50" 3.50 BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -57 lb 2 8- 8- 8 304 3.50" 3.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 2 - -57 lb BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss s designed using the i on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR UBC -97 Code. MAX DEFLECTION (span (wall) and was1slAwARYsr�TgTPI. The TrhssPlate lnvtitute(M)isloatedatDOnofdoDrive, ntadtson,vHa sretn53ng. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor = 1.00 L/999 IN MEM 5-6IVE) TRUSPLUS 6.0 VER: T6.4.2 Fft American Forest and Paper Association (AFPA)islocated at111119th Street ". Ste soo.Washinglon,DC20ais. ' GIRDERS. IF 2.5' GUN NAILS ARE USED THE Truss Location = Not End Zone L= -0.02" D= -0.02' T= -0.03" CRMCAIr�ER FORCES: HANGERS MUST BE RE-EVALUATED (BY OTYiERS). Hurricane/Ocean Line = No Ex Category = C TC t'S1MP. WR. / TENS. DUR. C5I Blot Length = 28.00 ft Bid Width = 32.00 ft 9 j 9 Mean height 10.'/7 ft, = 75 1-2 -565 1.25 / u6 1.60 0.13 2-3 roof = mph -565 1.25 / 116 1.60 0.13 UBC Standard Occupancy, Dead Load = 13.2 psf K CUM. WR.)/ TENS.(DOR.) CSI 4-5 -70 1.603/ 524(1.253 0.23 5-6 -70 1.60 / 524((1.25) 0.23 ' OOMP.(DUR.)� T �8(1W.25) 2MB 0.606 Heel B C33SI Right 8.23 T 1-0-8 T_ 0-0- 4-74� 44-721 4-7-2 9-2� 1 4-7-2 1 4-7-2 I 1 2 3 4� 4-4 T 1 �-8 2.5-0 1 2-1 2.5-6 - I SHIP rh 2 1.5-3 0-0-2 1 0-4-0 0-4-0 81 B2 W:308 W:308 R:304R:304 4 5 6 7-2 1_1_2 4 4-7-2 9-2� r 200/7 ® HOMEWOOD WAKIVINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual bulldtrgcomponentnot truss system It has been basedanspecifications provided bythe oo ponernndnufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. dmehsiorsara to be uedhed by the component manufacturer andlor building designer prior to fabrication. The building designer mat ascertain that the loads utilized on this design meet or mceed the loading Imposed by the local building code and the pamctdar application. The design assumes that the top chord is laterally braced by the roof or Roar shratmng and the bottom chord is lateraly braced by a rigid sheathing materiel directly Cust: ROBER DANNER W0: Drive_T_0810705_L00005_I00001 Dsgn r : RP #LC = 30 WT: 33# TC Live 16.00 psf Du r Fac s L=1.25 P=1.25 attached, unless otherwise noted. Bracing shown is for lateral support of Cortponets members only to reduce budding length. This Cortponent TC Dead 9.00 psf Rep Mbr Bnd Rep Mbr Comp 1.15 1.00 ® TRUSS shall not be placed in any environment that willausethemoistureContentofthewoodtoeosed19%ervvorahseconnectorplateoccasion. BC Live 0.00 psf 4445 Northpark Dr. Fabricate,handle,InstenandbracewsMminaccordancewith'.laNTDETAltsbyrnswal,'ANSVPlr,wrcA140oodrrussCoehdl Rep Mbr Tens 1.00 Colo Springs, CO 80907of America Standard Design Responsibilities, 'FIANOUrG® INSTALLINGA AND BRACING BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (wall) and was1slAwARYsr�TgTPI. The TrhssPlate lnvtitute(M)isloatedatDOnofdoDrive, ntadtson,vHa sretn53ng. Design Spec UBC -97 TRUSPLUS 6.0 VER: T6.4.2 Fft American Forest and Paper Association (AFPA)islocated at111119th Street ". Ste soo.Washinglon,DC20ais. ' TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: DANNER GARAGE Truss ID: CAP1 Qtv: 2 BRG X -LOC REACT SIZE REQ'D 1 0- 5-12 1065 3.50" 3.50" 2 8- 8- 8 1065 3.50" 3.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 5-6 (LIVE) L= -0.03" D= -0.03' T= -0.06" CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. WR. CSI 1-2 -1976 1.25 / 269 1.60 0.26 2-3 -1976 1.25 / 269 1.60 0.26 BC TENS.(WR.) CSI 4-5 126((1.60))/ 1834((1.253 0.43 5-6 126 1.60 / 1834 1.25 0.43 . 0001P.(WR.)TENS.(WR.3 CSI 2-5 4821.25 0.10 Heel B CSI Left 0.46 Right 0.46 TC 20 DFL #1 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. PLATING BASED ON GREEN LUMBER VALUES. 2 -PLY! Nail w/IOd C04v10N stagered(%e NDS) in: TC- 2 BC- 2 WEBS- 2 'PER I- Platingg sppec • ANSI/TPI - 1995 THIS DESIQ4 IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 47-2-7-2 4 9-22 4-4 2-PLYS 1 2 3 REQUIRED R. T 1-6-8 T_ 0-0- UPLIFT REACTION(S) Support 1 -124 lb Support 2 -124 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No Ex Category = C Bldg Length = 28.00 ft Bidg Width = 32.00 ft Mean roof height = 10.7 ft, mph = 75 UBC Standard Occupancy, Dead Load = 13.2 psf 4-4 T 1-0-8 2.5-0 1 2-1 2.56 - I SHIP 2 1.5-3 0-0-2 11I 0-4-0 M 0-0-0 B1 B2 W:308 W:308 R:1065 R:1065 4 5 6 7-2 4-1-2 47� 4-7-2 9-2-4 14 07 VVAK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: ROBER DANNER This design Is for an In1Nldual building component not truss system H has been based on specifications pmMed by the component manufacturer WO: Dri ve_T_0810705_L00005_J 00001 ® and done in acmmance with the cement versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Ds n r : RP g #LC = 30 WT: 33# Dimensionsane to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that TC Live 16.00 psf Du rFacs L=1.2 5 P=1.2 5 HOMEWOOD the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top mord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly seamed, unless otherwise noted. Bmdng shown is for lateral support of components members only to reduce budding length. This component TC Dead 9.00 psf P Rep Mb r Bnd 1.00 Re Mb r Com P p 1.00 ® TRUSS shall not be placed in any en Amment that will cause the moisture content of the wood to exceed 19%ard/or cause connector plate comsion. BC Live e 0.00 psf 4445 North ark Dr. p Fabri�e•handle, Install and brace thatnrssIn accordance with varrTDETAILS byruw swal,ANSVTPlr,rcAV-WoodrmssCounm BC Dead 8.00 Rep Mbr Tens 1.00 Co 10 Springs, CO 80907 ofAmerieaStandard Design ResponsibilNes, FWJDLWGINSTAWNGAND BRACING METAL PLATE CON4=CTEDNi000TRUSSE5 psf O.C.Spacing 7- 0- 0 -(HIB.91) and 1-il&gl SUMMARY SHEEr by TFI. 'rho Truss Plate Institute ITPI) Is located at DOnoftlo, Criw, Madison, VAsconsin 53719. Design Spec UBC -97 TRU SPLUS 6.0 VER: T6.4.2 rheAmerican Forest and Paper Association (AFPA)Islocated at111119th Street, NW, Ste 800,Washington, DC20038. TOTAL 33.00 psf DEFL RATIO: L/240 TC: L/24 Butte County Department o.fDevelopinent 5ervlces uTr� ° ° 11 �'w ° 7 County Center Drive <. Oroville, CA 95965=:`=o (530) 538-7601 Telephone coURI (530) 538-7785 Facsimile IBUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: v I need to submit applications for septic andlor well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying Development Services,, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: 1 Applicant Name:�0—Ay►►nei Y— Building site address: I27A SmLJli v\ 3j- 046y l e— APN: D Z8'-07ti — 010 Permit No.: 1 have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: l 1- a�7 DS SIGNA RE FPLICANT DATE tt•Fnn„c/R1rivPPnnitwithnutClearancet 020705 �X3T ?'BUTTE COUNTY 0 0, DEPARTMENT OF DEVELOPMENT SERVICES ' 0 ° BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS o - - 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO:. (530) 891-2834 OFFICE #: (530) 538-7541 �QU R'�� A FEE WILL BE REQUIRED AT TIME OF APPLICA TION **PLEASE PRINT CLEARLY** A PPLICANT,$IGNATURE X For office use only: ' OWNER Last Name 0a Name Firsame 0 Le r. Address ,N S ; City State StateG Zip 0 Phori 1 / A Fax7_37 N E -ma S ' A PPLICANT,$IGNATURE X For office use only: CONTRACTOR Name Name Address V" H e— City Address State Zip Phone Or Fax E-mail Zip Lic. # Class A PPLICANT,$IGNATURE X For office use only: APPLICANT NAME ARCHITECT/ENGINEER Name y' tett V" H e— Address Address Occ. City Or State State Zip Pho 7 v 2 3—S E- Fax 1�31) 2 tate nse Number A PPLICANT,$IGNATURE X For office use only: APPLICANT NAME Name ' Cross Street N Address c Occ. I'VIN .� 1 City I Book State Zip O Date Approved: Phon Fax 1�31) 2 - 77q 7 E-mail A PPLICANT,$IGNATURE X For office use only: Zoning Property Address 6 S S Flood Zone Cross Street SRA s No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS P PERMIT T.3 BP BIN # LOCATION AP# _ _ 60 Property Address 6 S S Cit v; l Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: e t G Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. veil b Amount: �� �' l Bldg U I I SRA Receipt #: Sheriff SMIP Date:i C) Other . D Total KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 6-16-04 CDF FIRE SAFE REQUIREMENTS AP# Do2� j�7sL�,I PERMIT#05-je�a.Z%NAME: �/i/il'/E.� Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fre Department and made a part of this permit. These requirements are IL) minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards IXl All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [Xl Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall T provided unobstructed access to conventional drive vehicles, including sedans Il and fire apparatus weighing up to 40,000 pounds. lXl Grade. Not to exceed 16 percent unless paved or concreted. Grade will not R exceed 20 percent. Driveway Radius [Xl No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet T radius; 2 feet to those from 100-200 feet. [Xl The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. Pq Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. T T Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum U 25 -foot taper on each end. T 1Xl Width. All driveways shall provide a minimum 10 -foot traffic lane and 1 unobstructed vertical clearance of 15 feet along its entire length. T fXl Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in x length, shall provide a turnout near the midpoint of the driveway. Where a T driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet HL apart. Gates 1 • [Xl 1. Gate entrances shall be at least two feet wider on each end than E the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and N shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides access 1 to a gate entrance, a 40 -foot turning radius shall be used. 4 Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted.. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be the intersection of the driveway and the road. posted a single post located at Setback for Structure Defensible Space T [X] Maintenance of Defensible Space. To ensure continued maintenance of 1 properties in conformance with these standards and- measures and to assure of the defensible space provided for continued availability, access and utilization in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot L setback for buildings and accessory buildings from all property lines and/or the center of the road. j -` 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Q Other Requirements. T T If Building Setback is 15 to 30 Feet: U ✓ Class A roof I ✓ Fully enclosed eaves [ ] If Building Setback is Less Than 15 Feet: R ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: *Metal or no doors on side toward property line with insufficient setback -E ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry T o Masonry Veneer l� o Metal [] T n S Date ignature CDF FIRE SAFE REQUIREMENTS AP# �vZ�' -Z'7S��C� PERMIT # o5 -de. NAME: CL�E�. Under authority of Public Resources Cade Sec. 4290, the following checked items are required by the Butte County Fre Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Dri 6vav Standards N All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [Xl Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall T Provided unobstructed access to conventional drive vehicles, including sedans Il and fire apparatus weighing up to 40,000 pounds. [Xl Grade. Not to exceed 16 percent unless paved or concreted. Grade will not R exceed 20 percent E Driveway Radius (Xl No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet T radius; 2 feet to those from 100-200 feet. K [Xl The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 �+ feet radius. Pq Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. T T Pl Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum U 25 -foot taper on each end. T fXl Width. All driveways shall provide a minimum 10 -foot traffic lane and 1 unobstructed vertical clearance of 15 feet along its entire length. T x [Xl Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [Xl 1. Gate entrances shall beat least two feet wider on each end than E the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and N shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides access 1 to a gate entrance, a 40 -foot turning radius shall be used. Addressing [Xl All buildings shall have a permanently posted address, which shall be visible and legible from the road the address is located. The address shall both directions of be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted.. [Xl Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch with the background letter height, 3/8 inch stroke, reflectorized, and contrast color of the sign. [Xl Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. Setback for Structure Defensible Space T [Xl Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure for 1 continued availability, access and utilization of the defensible space provided in these standards, annual maintenance must be provided for by the landowner. [ l 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for See 'Other Requirements below. the same practical effect. [XJ Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or of flammable vegetation and removal to a landfill site approved by the local jurisdiction fuels caused by site development and construction, road and driveway construction. L Disposal shall be completed prior to completion of road construction or final building permit inspection. Q Other Requirements T T U If Buildina Setback is 15 to 30 Feet: ✓ Class A I roof ✓ Fully enclosed eaves R [ l If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ,{ ❑ Glass area not to exceed 10% of wall area toward property line with insufficient 1�/1 setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry �T o Masonry Veneer 1 �J o Metal Date re Butte County Department of Development Services ADMINISTRATION' BUILDING `GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a per -dt. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations wider state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is.intended for sale, property owners who are not licensed contractors are allowed to perfonn their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [ Dk, ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ADDRESS: PHONE: . CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: I►/.\T1 ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: J — cK`— O 6— NOTE: _ This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Department of Public Works o� C o u n t y o f B U j� "✓'� ® 1r4A1D DEVELOPMENT DIVISION J . Michael Crump, Director Storm Water Management Program '� 7 County Center Drive �Z c 0 Oroville, CA 95965 U � p 5 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement (LESS THA>�d ACRE Project Description: Project Location and/or Parcel Number: (' -2-Yl (271-1 By signing below, L the project owner/owner's 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 fron the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: )W'Vt V"- Date: rDate: I". - . I z , When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 (rev.7/05) Owner Name: Robert Danner Building. Permit No: 05-3026(Storage) COPY of Document Recorded 9 -Dec -2005 2005-0074923 Has not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 28th day of November, 2005, Robert Danner hereinafter referred to as owner(s), is the record owner of the following real property: 1276 Smullin St. Oroville, Ca. 95966 Assessors Parcel Number 028-074-010 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department. of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-3026 was applied for on November 11, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-3026 has been reviewed and approved for only the limited purposes set forth below; and VI. _ WHEREAS, it is intended that this Deed Restriction and Notice of Limited q Use Facility shall constitute 'an enforceable restriction and remain in effect until a 1--,I; Ind change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions. that were incorporated in reviewing and approving' Building Permit No. 05-3026 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with. the issuance of Building Permit 'No. 05-3026 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions.. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. Additionally, this structure will not be heated or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected. or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect .during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged. and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Scott Rutherford, InterimJau9ding Official 1110 Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit `No. 05-3026 DATE: Z� n/ , 20 0 �D Owner Signature: Ia6l e. VA 6(xkxjqe- V— Print. or Type Name of Above Owner. Signature: ` Print or Type Name of Above 1 Scott Rutherford, Interim Building Official 16-5' 0 NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On ®enc,e#sb u— ZOOS'- before me, 3_QP `V_Z trlf"Gr` 1`cNser� , Notary Public, pefsonally ap eared �b�� �e.N)vc-r" , personally known to me (or proved to me on the basis of .satisfactory evidence) to be the peirson(e) whose names) Ware subscribed to the within instrument and acknowledged to me that he/s m th" executed the same in his/her/their authorized capacity(.kw), and that by his/heer/tttir signatures) on the instrument the person(9)7 or the entity upon behalf of whichthe person(s4 acted, executed the instrument. - -`- JAMES LAMAR KINSER WITN SS my ha aM. #177185 nd official seal. a NOTARY^PUBLIC 3CALFORNIA BUTTE COUNTY My Comm. Expires Sept. 28, 2006 STATE OF CALIFORNIA SS. COUNTY OF BUTTE (Seal) On before me, , Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by -._his/her/their signature(s)-on-the-.instrument the-persori(s);-or-the entity,upon behalf -of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Scott Rutherford, Innt�erim�Bui ding Official . ��r�os (Seal) 4 This • is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: 1211L3 Scott Rutherford Interim Building Official, Department of Development Services STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On Dee" s ea- 1, mos before me, Public, personally appeared._Se-on RO Notary personally known to me to be the person(4 whose name(A is/aW subscribed to the within instrument and acknowledged to me that he/sp/tVy executed the same in his/Vr/thefr authorized capacity(i#), and that by his/W/tWr signature(o on the instrument the person(, or the entity upon behalf of which the person(o acted, executed the instrument. WITNESS my hand and official seal. i ature qM MCMUMt camrwa, • 1"M1 I noar PAOC • caxwft �.ca * - Myoon L e0wllp d. (Seal) �X�i r6i/ ADING REUMUMUMM Placer TitleRW NATIONAL TITLE LE ,CC WHEN RECORDED MAIL TO: ROBERT DANNER .1276 SMULLIN ST. OROVILLE, CA,95966 Escrow Number: 1201-17173- 8005-0028504 Recorded I Official Records I County of I Butte I CMM J. GRUBBS I County Clerk-Recorderl I I 09:M 28-19ay-= 1 REC FEE 13.N BW Page 1 of 3. SPACE ABOVE THIS LINE FOR RECORDER'S USE Documentary Transfer Tax: $ Q Computed on the consideration or value of.property conveyed; OR () Computed on the consideration or value less liens or encumbrances remaining at time of sale, gGJ ()is exempt from imposition of the Documentary Transfer Tax pursuant to Revenue and Taxation Code Sectionjj , 7.(a),,. on transferring community, quasi -community, or quasi -marital property, assets between spouses, pursuant to a judgment, an order, or a written agreement between spouses in contemplation of any such judgment or order. The Undersigned hereby declares Signature of declaring grantor or grantee INTERSPOUSAL TRANSFER GRANT DEED (Excluded from reappraisal under California Constitution Article 13 A Section 1 et seq.) This is an Interspousal Transfer and not a change in ownership under Section 63 of the Revenue and Taxation Code and Grantor(s) has(have) checked the applicable exclusion from reappraisal: Q A transfer to a trustee for the beneficial use of a spouse, or the surviving spouse of a deceased transferor, or by a trustee of such a trust to the spouse of the trustor. (X) A transfer to a spouse or former spouse in connection with a property settlement agreement or decree of dissolution of a marriage or legal separation, or () A creation, transfer, or termination, solely between spouses, of any co -owner's interest. () The distribution of a legal entity's property to a spouse or former -spouse in exchange for the interest of such spouse in the legal entity in connection with a property settlement agreement or a decree of dissolution of a marriage or legal separation. (_) Other: FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ROBERT DANNER, WHO ACQUIRED TITLE AS AN UNMARIED MAN AND LOIS DANNER, SPOUSE OF GRANTEE Hereby GRANT(s) to ROBERT DANNER, A MARRIED MAN AS HIS SOLE AND SEPARATE PROPERTY SEE EXHIBIT "A" ATACHED HERE TO AND MADE A PART HEREOF MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SHOWN, MAIL AS DIRECTED ABOVE SAME AS ABOVE NAME STREET ADDRESS CITY, STATE AND ZIP 0 ; s,u:;[; 6:1 1 9_� 46BgRK DAN R LOIS DAN Dated: May 17, 2005 STATE OF CALIFJDRNIA ) COUNTY OF On' S" I 0_5 before me, Notary Public in and for said C�Inty and Sta�, personally appeared r '15 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon . behalf of which the person(s) acted, executed the instrument. , Witness my hand and official seal. Notary Public ih a for aI ounty an State CAROL J. HONIG; MM # 1350330 Q NOTARY PUBLIC- AUFORNIAG) SUTTER COUNTY n COMM. EXP. APRIL 9, 2006 �. (Space above for official notarial area.) State of California ) ss. County of ) , Notary Public personally appeared On.Nackno L before me, G�\1)� personally known to me (or proved to me on the basactory evidenc to be the person(s) whose name(s) is/are subscribed to the within instrument and a that he/she/they executed the same in his/her/their authorized capacity (ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. us KIM PANKEY COMM. # 1406624 Q NOTARY PUBLIC -CALIFORNIA Witness my hand and official seal. C SUTTER COUNTY ` COMM. EXP. MARCH 22. 2007 A SIGNATURE COMM # 1406624 i NOTARY PUBLIC -CALIFORNIA 0 0 uCi . %:d,Ri.. c 22.2007] MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SHOWN, MAIL AS DIRECTED ABOVE SAME AS ABOVE NAME STREET ADDRESS CITY, STATE AND ZIP " Title No. 05 -410796 -DP Locate No. CAFNT0958-0958-0051-0000410796 ` LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: All that certain real property situat3ed In the unincorporated area of Butte County, California, merged into one parcel and being Lots 77 and 78, of the Town of Honcut, according to the Map thereof flied in the Office of the Recorder -of the County of Butte, State of Califomia, on March 13, 1899, in Book 7 of Maps, at Page 85 and being, more particularly described as follows: Beginning at the northeasterly comer of said Lot 78, said point being on the westerly right of way of a forty (40) foot wide road as shown on said Map; thence southerly along the boundary of said Lots 78 and 77 and along the westerly right of way 190 feet to the southeast comer of said Lot 77; thence leaving said right of way, westedy.along the south line of said Lot 77,100 feet to the southwest comer of said Lot 77; thence northerly along'the boundary of said Lots 77 and'78, 190 feet to the northwest comer of said Lot 78; said point being. on the-southedy right of way of School Street as shown on said Map; thence easterly along the said south* right of way and boundary 100 feet to the Point of Beginning. The Basis of Bearings for this description Is the same as shown on said Town of Honest Map. APN: 028-074-002, 028-074-010 n 2 CLTA Weamlrery PAwt Form (11/17/00 COUNTY OF BUTTE -DEPARTMENT .OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: "'-"r ASSESSOR PARCEL NUMBER Proposed Building Use: Permit Technician: Date: I �� items required in order to apply for a permit. ,JI boxed ST be checked OR marked NA in order fg,�pply. 1. Site plans, 3 or 4 sets, signed by the preparer`o the plans. a 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form -g5 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other RWWR rfiai Ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) l.P 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable El15. Fire Sprinklers............................................................................................ ❑ 16: Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... \�18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit .............................. ..:....................................... ❑ 21. Site plan and business license approval from the Cjky�of Biggs . 22. California Department of Forestry plan approval 1n paid. Sent by: � 1 23. Planningr �����............. approval for (A) Use: � (B) Parking: (C) Parcel Check:. ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... El 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrief and Policy Number .......................................... 30. Owner -Builder Verification (✓ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits......................................................... (VA 34. Deed Restriction......... ................................................................................. 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �- 1 and hold for pickup. I have been informed of the above' ems and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for t e above items numbered: Plan Check Letter 2. Additional items required Contractor, designe , wne , was advised of the above data by phone, ❑ mail, ❑ counter, by' Date: Contractor, designer, ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: yfi Structural reviewed b' Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www,buttecounty.net/dds OWNER V\.g / A.P. # g- U • U tl a P OPROSED BUILDING USE Y 1. BUILDING PERMIT FEES --- Balance Due ..................... $ I --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ DATE JJ -g-6 RECEIPT # 199d DATE REC. NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ JR$6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # VS�)$200.00 (paid at Building Division) 8. SMIP �_ �� �iJ� Ifs_ 12-9-05 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checkioMocess. • APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP053026 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 12/09/2005 APN: 028-074-010-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 1276 SMULLIN ST HON License Class : License Number: Map Index: Date: Contractor: Description: DET GARAGE (896) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: DANNER ROBERT permit to construct, alter, improve, demolish, or repair any structure, prior 1276 SMULLIN ST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966-9693 7000) of Division 3 of iha'Business and Professions Code) or that he or she is exempt therefrom 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).): I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: DANNER ROBERT Code: The Contractors' State License Law does not apply to an 1276 SMULLIN ST owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not i6tended or offered for 95966-9693 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfessions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O 1 am Exempt under Article 3 f the siness Professions Code Date: 12" � - a S Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 896 S.F. Valuation: $21,504.00 Policy#: Census Code: ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, "II 33/lGG//,Oq and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 3 I �� Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluto do work indicat above for which fees have been paid. tioAMA performance of the work for which this permit is issued (Sec 3097 Civ.) c Name: Date: G • ) By 12 -IDE) / Address: PERMIT EXPIRES ON: 12-9- 1 bCn Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize rep entattves of Butte Cou to enter upon the above mentioned property for inspection purposes. ' Print Name: I/%h e rl- Signature: �� Date: v 061owner 0 Contractor 0 Agent for Owner O Agent for Contractor AUT 1, BUTTE COUNTY 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION 0 o AND SUBMITTAL REQUIREMENTS o -'o..o=0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o _ �= �� =may o, OFFICE #: (530) 538-7541 �QU NA FEE WILL BE REQUIRED AT TIME OF APPLICA TION "PLEASE PRINT CLEARLY" APPLIC IGNATLIRE X For office use only: OWNER Last Name (24 • Firsame r Address 10A tA City . State G Zip D Phon _7 51 Fax A014— E -ma OR S 7 APPLIC IGNATLIRE X For office use only: CONTRACTOR Name (24 • Address c 'y1 City Address State Zip Phone r Fax E-mail Zip Lic. # Class APPLIC IGNATLIRE X For office use only: APPLICANT NAME ARCHITECT/ENGINEER Name Cu c 'y1 I As Address City oroya I Type Const. City r e State Zip Pho Phon2 cc 2.Ll5jd97 L7 ?-13 E_ - tate 66ense Number APPLIC IGNATLIRE X For office use only: APPLICANT NAME Name 6L2L44+ I Address c 'y1 I As � , City oroya I Type Const. State Book e Lot # Planner Date Approved: - Phon2 Fax 30 - E-mail APPLIC IGNATLIRE X For office use only: Zoning A I Flood Zone Cross Street SC%a-v SRA I As No Occ. Type Const. Subdivision NameMap Book I Page Lot # Planner Date Approved: - OVER FOR SUBMITTAL REQUIREMENTS KAFORMSWILDING FORMS\BldgApplSubRgmts.doc PERMIT BP BIN # LOCATION AP# Property Address 6 5 s1 Cit Orn✓•le- Cross Street SC%a-v WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: • /1 ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 9�� Amount: �� �'Bldg U I SRA Receipt #: Sheriff " �/ SMIP Date: I ( Other, . 0 O Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEA CCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed 2 Flood Elevation Certificate, wet -stamped and signed (if required). calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to Letter of intent. mobile or modular homes) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. - ' ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed b tengineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541., OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 ................. i 1 E.H. USE ONLY Plot Plan Attached y loos Plan Attached San to S.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposat- Water Supply: Pub Well Private We Clearance for dwelling. Other 3 a 21 !a o A 0,4-- — Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 NOTES RESIDENTIAL ' PERMIT NO. _ 028-074-010 03-3497'i DANNER, ROBERT - 1276 SMULLIN ST, OROVILLE Y , �., Cont: DOUG BRADLEY :�, f ADD BR LR COV DECK&LPHEAT �l ✓ 3 l 1 / d n 7 s f !%d (- - o� SPECIAL CONDITIONS ��t.. xr CHECKED BY SRA ,..� FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ? SPECIAL INSPECTION ITEMS t VERIFY � USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER ` OFF I COPY r Address " GAS e Meter By Date ELECTRI Mete Date - t _ Ner-By ate—' ELECTRIC Meter By Dat ' JOB FINAlLED(Dpdz2_'? i 4 �- Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready �• RESIDENTIAL (; Date nderfloor (Plans) OK except #'s 4 . J16ing- Setbacks- Ease ments-Flood- Slope 4 Main; Soils-Elec. Grnd.-/ r Fig. Depth 3� ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth �5,1r9aragKfire eF ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 6a. 7. mwalls,Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Insulation -Foam -Looked in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dat P GING (Permit) OK except #'s at r.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection 1 . D.W.V.; Test Fittings & Anchor -Nail Protection 83. er an; Test, First Floor -Tub Access 84. T ub &Shower, Second Floor -Tub Access B ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings s Pipe; Sixe & Anchors Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size glaxes & No. of Conductors Stapled 2 . mex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Watej 8. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32.p. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light j ' moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Dttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s P-leTits Pr per Materials & Anchors Ya Is Studs -Nailing Spacing & Braces -Plates -Sound 2. ea 'ng -Walls over Girders & Floor Nailing 3. ra g,in Walls (rat proof) ire S ps, Furred Ceilings -Stairs -Chasers -Tubs 45. Waders & Beams -Size & Bearino jingle & Duplex) Date AMING (Continued) 4 . nger -Post Caps -Anchors -Connectors 4 . t-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 4 replace Ties or Type A Flue -Fireplace Throat Clearance � AtticJ4ccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions �5,1r9aragKfire Protection Framing 52. Property Line Firewall & Openings 5,3. Doors -One 3' -Check Garage 3rd Story, 2 Exits �i4�Sta Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood -on Roof Overhang -Attic Vents -Rafter Outriggers 73. iii' g4Tailing Veneer 74. Stucco h -Drip Screed -Fd. Vents-Underflr. Access 5�. azing Area -Glass Protection -Skylights -Plastic 59. jShear Walls; Nailing -Bolts JAWce Interior/Exterior Wall Panels / It/1',P4 2. ulation-Walls-Ceilings Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 ' Date Card B-1 Date FINAL (Plans) OK except #'s 3. 64. Ext. Steps -Door & Sidelight Protection -Landings mo a Detector '19F -furnace Vents -clearance -Comb, Air -Connector - In rage; ove Floor -Ducts -Mach. Protection Bed o Exiting I. & Bath Fixtures & Tub Access -Spa 9. lec. Trim & Subpanel, Breaker Sizes & Labels Stairs ails it ace or Stove, Clearance -Hearth 7 Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A . Duct in Garage -Damper 7 Wtr. Htr.; Vents-Clearance-Comb.`Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. E�eceptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes Q NoMalks Q Yes D No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing B ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wate ell, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground 88. Vent' ion Throughout House 8 las otection orrections from P ious Inspections 91. Gas Test- t4eteryfagged, Gas -Electric 92. W & Se r Connected -C/O to Grade -HD Approval 9 . En ompliance Certificate -Other Certificates Address Posted r Date r(j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final. ./ = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Ciearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County,Center Drive Oroville,:California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9,6) APPLIOATION AND PERMIT 062 9 ASSEMIgAG� tfto LL}}RR //DANNER 20NINXR1 BUILDING PERMIT OWN ROBERT 741-2075 TELEPHONE SO. Fr, OCC. BUILDING VALUATION ,.OWNT V'IM,LIN ST OROVILLE CA 792 R 42 768.00 147 C 1911.00 CONQaS pNQ DLEY 695-201PTELEPHONE t5�F1LJ °°M��M(�3(�%ff((�i77s Rd ON -RD LIVE OAK CA 95953 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace I A 1500.00 Total Valuation .00 ARCHITECT OR ENGINEER LICENSE NO. .$46.179 Flin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 395.00 Plan Checkin Fee $ 236.75 BUILD N RESS SMULLIN ST OROVILLE Energy Plan Checking Fee $ 23.00 PERMIT FEE $6 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT .75 Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 1 15.00 Each gas water heater or vent 15.001 5_00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF BR, LR, COV DECK, ADD PROPANE AND C/O H2O HEATER Gas piping system 1 - 5 outlets 15.00 L5. OO Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT I Fling Fee 20.00 000V OR LESS Main Service 200A OR. R LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation ofone hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) h those provisions. 9g,n ture of A Iican - Owner ❑ Contractor. ❑ Agent If An OSHA permit is required for excav ions over 60" deep and demolition or construction_ of structures over 3 stories in heigh Main .Service 200A TO 1000A 1 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( y Ate. BLDs. 3.5¢SO FT; 27. 72 NOON RE°slo T.MULTI.OUTLEr 97.50 POWER APPARArus b SINGLE OVILEr CIR. Ex. OCCu OUTLET OR FIXTURES B20 @ 1.00 Ex. Occup. °FlxunEEDTs" R '' °Esa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 70.72 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15. 00 Cooling Hood 6.50 Ventilation PERMIT FEt $ 55.00 Mobile Home Installation Fee $ Energy Inspection Fee 1$46.00 Dcc CONST TYPE R3 VN TOTAL FEE $ 916.47 Hnz D. PE IMP Fl COF PAROL v PD HD suE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have y0 PERMIT EXPIRES ON the applicable provisions Resolutions to do been paid. to I (Date) r'i work Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 CHEDULE OF FEES DUE OWNER- A.P. # U PROPOSED BUILDING USEA�� DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ N2. SCHOOL DISTRICT FEES Ul�l (paid at District Office) (Available after Plan Check) 1 7 9 !o ►�►`� 3. SHERIFF FEES (paid at Building Division) , Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential -x-=$-- # =$# Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK [Q:7 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking prWeK. APPLICANT z DATE �C Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SER S - B ING DIVISION j 7'County Center Drive • Oroville, California 95965 • T n (P5318- 41 PERMIT NO x.12196) APPLICATION AND PER SSESSORPARCELNuuaER Zomma BUILDING PERMIT n �NSO. FT. OCC. BUILDING VALUATION (VA P7 .LO -B lea ORS NO 6 � � /. •. � ' � � �/�� b'1 Y1 1 ► �X V/r ON LENDER 'S MaUNG ADDRESS Fireplace Tota! Valuation DREnA:INEEA �E1SENO. Firing Fee S 20.00 CNfrE OR ENONEERS MAILING ADDRESS Permit Fee Plan Checking Fee $ suujxNG ADD REss / , Energy Plan Checking Fee $ �d • S TD VvN pJ�iGU PERMIT FEE s ,DT NO. SUBDN610NS NAME PARCEL MAP '� '7 ._ � J PLUMBING PERMIT F ing Fee 20.00 USEOFSTRUCTURE Fv� �j 1I� � Each Trap 7.00 Solar or heat um water heater 23.00 5F Duplex ❑ Moblshome ❑ Other Water piping 15.00 SPECIFY Each gas water heater or vent 1 5.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition Y Remodel ^loss ❑ Installation 12 Other ❑ Building sewer 15.00 �� Moble Home S G W 920.00 Desc(ri�b�e�Work: [ l PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p°,°L OR LLESS 23.0 - Main Service 200AWELL To CCU E46.00 - a 1 CONST; ( D a m BLDS. SD x: n NEW CON -07-. MULTI -o �n /(� NDN�IESRI. @7. vniT @7.50 FowEiL APPArLITvs 8 SDIriIE OUrLET G0. a Occup. OUTLET OR FIXTURES BAL P .so Ex. Occup. Esm ° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ikrm i} ;C.W1 d / Wisc. Wiring 23.00 sl�lPERMIT FEE S S'ey.; MECHANICAL PERMIT Fling Fee 2D.D0 Heating D� Cooling` - Hood 6.50 j Ventilation1 OQ PERMIT FEE: S _ Moble Home Installation Fee $ i Energy Ins tion Fee $ -4- ITOYAL FEECEL.guE Z. D '+ 11 This But is hereby issued under the applicable provisions • of thea Butte County .Code and/or Resolutions to do work N�rn 1 indicated above for which fees have been paid. t � � By Date _ PERMIT EXPIRES ON (Dale LOERIKE INSULATION CO., INC. INWLATION CERTWATE r2im -Bubdhaomn NWIMK OF INSTALLAYMN i. ROOF mdww Brood Mom Dkkmm Wwrnd Redm (R-V")—,� 2. CEILING Boor mm -om Brand Now Thk*nen 16 15 Ea P,:a-) TMnnrJ MmMmm (R.Vdw) Errand Nmvw--JohwVmMb Conhadm* n*L Inodded wd$ft �Wlwll Wo d WsW per sqm*fMio adhbw7bKMd Raddwm (R V") & EXTERIOR WALL me , 111111 Tmdmm 4. RAISED FLOOR .hire' Mdofhd Traclown PWknder Inuddon Dem q FOUNDAMM WALL lwdmm - I - DECLARATION 11180d Meow .mom BMW Mom jdm Una Themed Rem (R-VMw) Brand Name TbMvld RftbWM QVVM*L� Brand Nom Noire &I o�cill- v III-: C IL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-;k4PERMI N0. (Rev. 12/96) APPLICATION AND -PERMIT - ASSESSOR PARCEL NUMBERZONING BUILDING PERMIT OWNER ROBERT DANNER 741-2075 TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 154 C 2002.00 CONTRACTOR'S NAME DOW BEAM EY 695-2015 TELEPHONE CONTRACTORS MAILING ADDRESS 5076 PEMTNC.TnN ROAD LIVE OAK CA 99953 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $2002 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 54.00 Plan Checkin Fee $ 35.10 BUILOING ADDRESS 1276 SMULLIN STREET OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD'L SQ FTG FOR COV PORCH (22X7) FOR BP # 03-3497 Gas piping system 1 - 5 outlets 15.00 Buildina sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoOV OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY p Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. . ❑ I, am exempt under Sec. Business and Professions Code for this reason " WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in'any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall with com with those provisions. X Date 7r Aatureof Applicant-- U Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.y Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING UP. SO OR ADDNS. ( a ACC. gLDS. 3.5¢FT; NEW CONST.MULTI-OUTLET @7.50 POWER APPARATUS a SIN.. 0.R. Ex. Occup. OUTLET OR FIXTURES B20 @ 1.00 EX. OCCU FRIED APPLNs. OR ounErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.10 HAz. D FEES IMP FLAOD COF pgRCEi pp ND ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have MIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date p( (J Receipt No. WHITE•D.D.S.-B.D. CAIQARNVAMESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT Zomtr. A BUILDING PERMIT A.SSESSORPARC .E� S OWNER Q. FT. OCC. BUILDING VALUATION nwuCne L'Ant G ADD➢ESS LENDER'S MUNG ADDRESS Total Valuation Is ARcwmrT OR ENGNEER I10ENSE 40. —Filing Fee $ 20.00 Permit Fee $ gpgv cBT OR E!'G!.`=`—L9.� eAPLNG ADDRESS $ Com• Pian CheckingFee J SULLDNG ADDRESS,^ • , Energy Plan Checking Fee $ fpr- $ I G PERMIT FEE $ IDT N0. SUBON61DNSNAME PARC L MAP. PLUMBING PERMIT Firing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Dupiex ❑ Mobilehome ❑ Other Water piping 15.00 SPEcFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition Remodel ❑ U566es ❑ Installation ❑ Other ❑ Building sewer 15.00 Mobile Home I S G W @20.00 Describe Work: PERMIT FEEReg $ ELECTRICAL PERMIT Firing Fee 20.00 Main Service n.AA on LESS 23.00 Main Service Zook To toga► 46.00 NEW DoMT. DwEi1NG OCCUP. 3.SQFT. . OR ADOFS, d ACC. IRDS. neul.TE°ur>FT @7.50 PERMIT FEE PAID $ NNEW ON aam Powo'APPff a sNGLE olm�r U.S.)d Ex. O=u . OUTLET OR FD WES BA2 @ t: HS Ex. Occu . Ou�n ETs Ls . IPA 5.00 SRA$ Temporary Service 23.00 Mobile Home FaCIities 20.00 Mise. Wiring 23.00 SHERIFF $ PERMIT FEE S MECHANICAL PERMIT Firing Fee 20.00 OTHER $ Heating Coolin Hood 6.50 Ventilation $ PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ =0 CONST" TYPE TOTAL FEE $ NAL 0. FEES IMP FLODD CDF PARCEL PD HD ISSUE AMOUNT RECEIVED $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DATE RECEIVED 5!-1 /. BY Date �w�r{W1EF-err;Mgr-7+s.r.i1^�..;R.Rv�+r+.7r•v«.v,.^-"'Y i''Q"'�_ „ ,,,,,,,.,,�, • ��.�,�. �''°�'�9�iw+p���-'4ky�µ�t�f�'�1+{f�'Vi�f�1t'-w� Y • MAb i :....1'.•. .1 • COUNTY OF BUTTE-DEPARTMENTF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orov�illeCA 9596`5 Phone (530)538-7541 Fax (530)538-2140 PERMITAPPLICATION DATA SHEET OWNER: `�� ASSESSOR PARCEL NUMBER Proposed Building Use: A � �) CJ � \ Counter Technician: Date: ) � ' ` Items required in order to apply for a permit. All boxes MUST be checked OR in ked NA in order to apply. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes!,;. 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or i I foundation plans, all in duplicate.+ ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet signed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. r `` Date Received _ By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................` ❑ 9. Plot plan and business license approval from the City of Biggs...! ................................. ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ....................... • ............. ' ❑ 12. Hazardous Material F rm............................................................................... r' lj 13. Other �- Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................ , Sanitation and plot plan approval from the Environmental Health Department in �,��jY Jto ❑ 1.7: City of Chico Plumbing permit .............................:......................................: lel 8. California Department of Forestry plan approval paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: D 1�,- (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ { ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 4/Worker's Compensation Carrier and Policy Number ..............:.............................. e162 Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ........................ Letter of Signature authorization..................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone �OLI „�— Viand d for pickup. .ts I have been inform ed�Lthe above it sand requirements for obtaining a building permit. N Applicant: Date: I 1. Index permit application for the above itemsumbered: Plan Check Letter 2. Additional items required b +" Contractor, esi r, owner, was advised c the above data by phone, ❑ mai , Flcounter, by Date: / Contractor, esigner, owner, was advised of the above data by IVphone, ❑ mail, ❑ counter, y Date: I s t �- 63 Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by' Date: Note transfer by: Date: ZZ=:j--03 Yellow: Building Division zl� S TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY s Piot Man•Attecho�- Hoot Plan Attached, �. Sena to S.D. q P, ! Z -V a 2-1,07q-0 T6 Owner LocationPA # Plan Approved for: Sewage Disposal—.,. Water Supply: r Public ,Privatp Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: v�- Environmental Health Specialist Date 8/96 � ffo3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form peer Building) QQ C School DistrictO( ( C... V Building Department No. A.P. Number A — C �7 Jurisdiction: �� City r�6County Property Owner Property Location/A Subdivision rya -1) /!5 03-34�� ..........._...._._..._.. Lot No. ..........................:........._.._........._........ Residential Development LoriSq. Footage �- No ng Mobile Home ditiorJ •Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) ....................._................................................. ..................... __.... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q 0 Sq. Footage New Addlition (Including Exterior / ^Roofed Areas) (Building Department Representative Date `District•Identification No. (%1, i-yi -School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) p p has complied with the requirements of Resolution No. 105-90 by payment of $ W q, O 0 representing square feet. IAB2926 S FULL MMGATiON : dduZAP" /� l (o.•b3. School District Representative Date Paid by Check X ' (- Remarks: Nofloe: You may protest the Imposition of the fees Merrill above by submitting a written protest to the District. in corhpllance with Oow v wrw d Code Section 66020(a), within 90 days from the data fees are paid. Failure to submit a timely written protest will'prohlibit you from chdbfg rep the Imposition of the fees In any cant action. ;rvM; ubseouarht to tit School District Representative sIgnhV this Butts County Schools Impact Fes GRMlatlon Fore, the School District Is r egtlhid by the applicable Local Plannhhg Agency that this proiekt lsbeing rw ow undw the California Emlronine htsl Quality Act (tOzQ4 this propel may be subled to additional school fess to fuUy mklpale. As Impact on the school dlebkft school's. -White (applicant), Yellow (building department), Pink (school district) feefa m.AB (toroakhm e LIP] WV 147 TRUSS O LOOMIS OFFICE 3213 Rippcy Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss. Desigi Submittal Designed By: Date: Technical Representative: Tim Woods August 19, 2003 Troy Moss * All enclosed drawings ai Client Doug Bradley Office Phone: Office Fax: ,e in aloha -numerical order * Project Addition 1276 Smullin St., Butte County, CA Site Phone: Site Contact: Plan/Elevation: Floor System: O 1 00, O Original Submittal (1fl 10 &M Roof System:1 W1 O omplete Revision Partial Revision: Replaces. individual drawings Work Order # 0540803 0 Addition: Add to Original Submittal AF Q o N AG o 36-0 Roofline 3D Layo 4 Q u U \U\ C Sy S }--- �-y� e 1 L L ONCUT ADDITION D O U G B IRA D L E Y 1276 SMU LL I N S T _ BUTTE COUNTY S SALES REP TM DUE DATE DSGNR/CHKR TW / BW WO# 0590803 Date 8/15/2003 10:11 TC Live 20.00 psf TC Dead - 19.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 42.00 psf DurFac-Lbr 1.25 a 1. 25 O.C. Spacing .•24. 0 Design Spec : UBC -97 #Tr/#Cfg : 12 / 3 J Job Name: HONCUT ADDITION Truss ID: Al Qty: 10 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 "*[PM]=PLATE MONITOR USED -See Joint Report- UPLIFT REACTION(S) ' DS n r' TW #LC 14 WT' 20O# 1 0- 1-12 1509 3.50 1.61 BC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 Support 1 -172 lb the loads utilired on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes Ihat the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly 2 35-10- 4 1707, 3.50" 1.82" WEB 2x4 DFL STANDARD THIS DESIGN IS THE COMPOSITE RESULT OF Support 2 -195 lb TC Dead 14.00 psf Rep MMirBnd 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES.This truss is designed using the 0. C. Spaci ng 2- 0- 0 MAX DEFLECTION (span) Loaded for 10 PSF non -concurrent BCLL. BEARING REQUIREMENTS shown are based ONLY UBC -97 Code. CO7o Springs, CO 80907 L/999 IN MEM 10-11 (LIVE) Permanent bracing is required (by others) to on the truss material at each bearing. Bldg Enclosed = Yes 4HI&91) and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at D'Onofno Drive, Madison, Wisconsin 53719. L= -0.30" D- -0.31" T- -0.61" prevent rotation/toppling. See HIB -91 and PLATING BASED ON GREEN LUMBER VALUES. Truss Location - Not End Zone TOTAL 41.00 psf TC FORCE AXL' BND CSI ANSI/TPI 1-1995; 10.3.4:5 and 10.3.4.6. Hurricane/Ocean Line No Exp Category Bldg Length - 22.00 ft, Bldg Width = C 36.00 ft 1-2 -4152 0.23 0.38 0.60 2-3 -3749 0.23 O.S3 0.76 Mean roof height - 12.97 ft, mph UBC Standard Occupancy, Dead Load 75 12.0 psf 3-4 -2630 0.06 0.43 0.49 ----------LOAD CASE #1 DESIGN LOADS ---------------- 4-5 -2644 0.06 0.53 0.59 Dir L.Plf L.Loc R.Plf R.Loc LL/TL 5-6 -3852 0.23 0.67 0.90 TC Vert 68.00 0- 0- 0 68.00 36- 0- 0 O.S9 6-7 -4269 0.23 0.35 0.58 BC Vert 14.00 0- 0- 0 14.00 36- 0- 0 0.00 Type... lbs X.Loc LL/TL BC FORCE AXL BND CSI TC Vert 50.0 22- 0- 0 0.49 8-9 3916 O.S9 0.18 0.77 TC Vert 50.0 26- 0- 0 0.00 9-10 3097 0.32 0.57 0.89 10-11 3178 0.33 0.57 0.90 11-12 4028 0.61 0.17 0.78 WEB FORCE CSI WEB FORCE CSI 2-9 -503-0.11 5-10 -928 0.68 3-9 597 0.24 5-11 615 0.25 3-10 -825 0.60 6-11 -527 0.11 4-10 1237 0.50 6-66-6_ 0 6-6-0 5-0-0 1 5-0-0 6-6-0 6-60 6-6-0 13-0-0 18-0-0 23-0-0 29-6-0 36-0-0 1 18-0-0 18-0-0 1 1 1 2 3 4 5 6 7 5 75 4-4 50 ,2R_n_n -3.775 -0-0 I 8 9 10 11 12' 9-09-0 0 9-0-0 9-0-0 1 9-0-0 . 9-0-0 18-0-0 27-0-0 36-0-0 Truswal Systems Plates are 20 ga. unless shown by "118"(18 ga.),'H'(16 ga.), or'MX'(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 1116/2003 WAKIWIV (Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: DOUG BRADLEY ' This design is for an Individual building component not Russ system. It has been based on specifications provided by the component manufacturer WO' Dri ve_T_0540803_L00005_]00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. DS n r' TW #LC 14 WT' 20O# Dimenslonsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that g = HOMEWOOD the loads utilired on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes Ihat the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Live 20.00 psf Du rFacs L=1.25 P-1.25 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component TC Dead 14.00 psf Rep MMirBnd 1.00 ®TRUSS shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. BC Live . 0.00 psf 0. C. Spaci ng 2- 0- 0 4445 Northpark Dr. Fabricate, handle, install and brace this truss in accordance with 'JOINT DETAILS' by Truswal, 'ANSYTPI 1', WTCA V -Wood Truss Coundl CO7o Springs, CO 80907 of America Standard Design Responsibilities, HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 7.00 psf Design Spec UBC -97 TruSPluS 6.0 Ver: T6.4.2 4HI&91) and 'HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) Is located at D'Onofno Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA)Islocated at111119th SIreel. NW. Ste 800,Washington. DC20036. TOTAL 41.00 psf DEF.Ratio: L/240 TC: L/240 eartAk 2g�v���o10 �iober-� C)a���� 1276 .5mw►llt'A S • D ro o Ile CA g5N6 ��11- 207 713- 0506 PLANNING DIVISION - BUILDING PLAN Use: ©�', Date: ) J Parking: Landscaping: Other. Signature: 130 1ti Smu l;vt vim'fo 4 1 X76 Smc„\� wide Drov\,1!r,CAX359166 -741-107 713-0506 0, —� m Lkl l; v% St. N National Pollutant Discharge Elimination System (NPDES) Phase ll & !WPPP Non -Certification for Project # for Butte oanty Storm Water Permit Compliance By signing belo , the project architect/engineer of record, indicate that I am aware that a construction project t disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State atllkesources Control Board. I, additionally, understand that it is the project owner's/owner's agent's sponsibility to submit a Notice of Intent (N. 01), a Storm Water Pollution Prevention Plan (S P) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. rther, certify that this project will not disturb more than 1 acre of land. I have also reviewed the stManagement Practices Handbooks, California Storm Water Quality Task Force, Sacramento, I certify that appropriate BMPs will be implemented to effectively minimize the negative im s of this project's construction activities on storm water quality. I acknowledge that it is my oblig on to make the project owner and contractor aware that the selected BNTs must be installed, m 'toyed, and maintained to ensure their effectiveness. K at any time, site conditions and/or obsery 'ons by a County official warrant reevaluation and revisions of the chosen BMPs, the approp a changes will be made without unnecessary delay. I am aware that failure to properly impleme and maintain the BN Ps necessary to prevent the discharge of pollutants from this project d construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. 4�Signed: Title: Date: I "1- 12' NPDES & SWPPP Non -Compliance Certification Draft Butte County Stonmwater Plan Awl cmill-- •e&ud* 4 i" ut& 'e* OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ADDRESS: Claude J. Wilson 3837 Olive Hwy. CITY & STATE: Oroville, CA. 95965 IMPORTANT:' January 6, 1978 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner (Nora Weeds)cancelled job. (Permit Appin. #5813-77B,P,E - Receipt #170735-28-074-lay— Building permit fee ----- $52.00 - Retain 173 of fee ------ 17.33 Amount of refund due -----------$ 34.67 Plumbing permit fee ----- $ 6.00 - Retain tilng fee ------ 3.00 Amount of refund due ------------$ 3.00 Electrical permit fee --- $ 8.70 Retain g fee ------- Amount of refund due ------------ 5 70 TOTAL REFUND DUE ----------------$ 43.37 $43.37 TOTAL $43 37 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Datedthis................ .................. day of ............................. 19......, at................................. Calif..................................................................................... Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation❑ or Specific Board Approval F__1 (Checkone) for the same. * 78 Oroville Datedthis .................... ......... day of ......J811.'........... 19......, at .............................. .Calif..................................................................................... Department Head or Authorized Deputy Dept. Exp. Code............................................ Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY VENDOR CODE DEPT. 4 SUB. PROD• SUB. 0BJ. CLAIM NO. I INVOICE NO. INVOICE DATE DISC. GROSS AMOUNT ENCUMB. SUB -DIST. IF INSTRUCTIONS. _ tv..CLA.I•MANT.S All claims against the county must be itemized, giving dates _and character of service rendered or work- performed,._quantities, de ` scription and unit prices of articles furaj§ ed.dr del.iyered. Claims must be certified by the claimant And, submitted to dw -De,-, _ partment head for approval. Upon approval the Department hied": will forward claim to County .Auditor- fdr paym7w-proced6re. • Dor not file with the County Auditor first. . , . _. . ._..._... _ .. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite. payment of claim, failure to do so may delay payment considerably. COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive ' Uroville, California 95965 (/ / 1. Telephone; 534-4541 S APPLICATION AND PERMIT y UFv above -m ed property for inspection purposes. V u /67 X Date �l Signature TO or Agent Receipt No.y / White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date BUILDING Owner Al n ds SQ. FT. OCC. BUILDING VALUATION 0. Mailing Address Telephone No. Fireplace Contractor _ Total Valuation Mailing Address AR _ _ Permit Fee Plan Checking Fee &/or Penalty t C epho e o Permit Fee Building Address SM. PLUMBING No. @ FEE PERMIT FILING FEE $3.00 I 'S Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 v Each gas water heater or vent 1.50 t A. P. No. '— -- / Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 es Sanitation Fire Dept. Fire Zone Use Permit. Building sewer 5.00 EQ Parking Parcel Parcel Ma P 60' RW Im provements Lawn sprinkler system 2.00 �PlanssDDeclaration Bldg. PIZc'd Parcel Appro PI s Approval Permit Fee $ O s NEW ❑ ADDITION UTILITIES F1 OTHER ❑ ELECTRICAL No.1 @ FEEPERMIT FILING FEE $3.00 Main service aoov OR LEss 100 AMP OR LESS 5•00 I'CL•` / Main service EA. ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NE W OR ADDNS. (DC OCCUP. &) 20sgft NEW CONST R. MUL .OUTLET NON-RESID. ( BRANCH CIRCUITS) '2.50ea ' NEWCONSTR. POWER APPARATUS & NON •RESIO. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: W—j62112 Ex. Occup(OUTLETS OR FIXTURES) BAL@1¢ Ex. OCcu /FIXED APPLNS. OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this I Io ermit is issued I shall not em P employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. • MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby .r TOTAL PERMIT FEE y UFv above -m ed property for inspection purposes. V u /67 X Date �l Signature TO or Agent Receipt No.y / White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date BUTTE COUNTY DEPARTMENT OF SOCIAL WELFARE TO: Dept. of Public Works Date: '2 -aa -7 RE: Name: /VGAra Weed 4, 02 0 —10-7 L - / Address: ate: Rox ca?(6111 Finding Directions'. _� �F Sicho or 5- re -e4 i/'1 /7000U kf)nci 11 hou 5 .1 t1d �-r�►le�- beh r�C� -the S �f-�0 o / Request: Please verify the need for the following: O I #01. Social orker 7 T'O' Dept. sof Social Welfare Date:-_ Recommendation K 4 6, /Jee.A a -(n.�� f✓��J A YO C W q / /. ✓ /T� oI CI S .. / C lO� /4 ,/�v c� v 1 7\• o �l (S. v�� n � 0-c....../ Inspector Butte County Dept. of Public Works INSTIZUCTIONS: Complete in triplicate. • Send lst and 2nd copies to Dept. .of Public Works and retain 3rd copy in Welfare Dept. Upon completion of its recommendations, -Dept. of Public Works will return 2nd copy to Welfare Dept. Bu 116 1,151 V, <s�'boM 9tSt�,t�t�ttt t ,fit . Wd II pi stgt�i 1L61 env ; s-aoM 317and '40 •1d30 Lna �o A!Nnoo } 9tSt�,t�t�ttt t ,fit . Wd II pi stgt�i 1L61 env ; s-aoM 317and '40 •1d30 Lna �o A!Nnoo we C*AlC 04m . P�, DEPA'RT)AENT OF. SOCIAL WELFARE. TO: Dept. of Public Works Date: S-22-Z-7— RE: ' Name: _M ng 14le-ed ;?F- 0 74t —/69 Address: it Box aoq Finding Directions, L 11 1'7 -ho u 5 c 'n fid Y-rO er behid),d -the ;5chag Request: Please verify the need for the following: akid Social orker ___1 TO: Dept. -of Social 'Welfare Recommendation: I Inspector Butte County Dept. of Public Works INSTRUCTIONS. Complete in. triplicate. Send 1st and 2nd copies to Dept. of Public Works and retain 3rd copy in Welfare Dept. Upon completion of its recommendations, -Dept. of Public Works will return 2nd copy to Welfare Dept. g, 116 4 0 ,January 11,, 1978 Nora Gleed RE: Houdiag Problems Rt. 2. Box 2614' (AP 28-074-10) Oroville, CA. 95965 Dear Ms. Meed: With reference to the above subject and the house you own off School Street in Honcut, on August 22, 1977, this office made a report to the County Welfare Depart- ment concerning several housing deficiencies which should be corrected. in November, a contractor applied for permits to add two bedrooms to the dwelling and to make the requested repairs; however, its January, he requested a refund of the permit fees advising us that you had cancelled the job'.' Would you please advise this office within ten (10) days of the date of this letter of your intentions concerning the repair or correction of these items. We are particularly concerned with the hazardous,items in the house and with the travel trailer wiring -aid. sewer problem.'. Yours very truly; Clay Castleberry Director of Public Works' > J.F.'Glander JFG:dd Assistant Director cc: County Welfare Dept., ATTN: R. Brazil, Social Worker Environmental Health, Oraville I L" l a BUTTE COUNTY Public Works Dept. File No. Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop &Yards Bldg. Insp. Admin. D&C /Traffic Const. Rd. Des. Br. Des. Sur. &Loc. Tran sp. R/W Land Dev. Ref. Disp. Orng. / S. I. Sub. & Pcl. Maps Permits BUTTE COUNTY Public Works Dept. (For Action 1, 2,3) (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop &Yards Bldg. Insp. Admin. D&C /Traffic Const. Rd. Des. Br. Des. Sur. &Loc. Tran sp. R/W Land Dev. Ref. Disp. Orng. / S. I. Sub. & Pcl. Maps Permits f 1 I t 11-2 1' p ®EPART��EN1� : �F SOCIAL. WELFARE T•O: Dcpt. of Public Works �P.s li <� �b n��� � C`""r`�Dare: Sra -7 Address: BOA Finding Y➢irections:. l jorwL1.7 , ky�nQ Request: Please verify the needs for the following: • 0 YUIP1_ Social orker V 0• L' TO: Dept. Pf Social Welfare F)ate- Recommendation: / d_ A), P (i _//, (J / I' .� '� // •1 -/ L// .'r i ; '4/J-+ i./' �' '� •.I1 !� , N !C .••.. v 10 a J vs n a �✓ C i �v . �r S� �. ,L�-+ C� ,v r J ti� r ie, : iyr �� %tee. Inspector 10 Butte County Dept. -of Public Works [!STI'%. lCf'IONS: Complete in' triplicate. - Send lst and 2nd copies to Dept. -of Public 'Works and retain jrd copy in Welfare Dept. Upon completion of its recommendations, Dept. of Public Works will return 2nd copy to Welfare Dept. C -S i r i, :! 0. 4 4 irk rt �..+}����11 jik �., � �t � �"• � I Fhtr .., It fFf c,\.1F ,I -., rl .ar...anw• q,.•'..^r .�. . !ri e� �ti,*+ •l)/'�j v'' '.L ✓,5^w � e�� S ail r � - � � � • - " ✓ s r `,� � ^ :Ir �•) 7 �r jar -°'�r - { (i �yaKi �.. .:.. �. :� t'�r j°•. � \A ' r t e t7 Y/i �9iIJ�,� A' �� Xt s?�� it.� � i� ' `�� t P .r to I r � "•5t )r S t ° 1 's1 .. ' �1�'. u�► / '�`hW: �,;,,; I r�NM�i ��[ �':; t ; v f S - r� r t14 r 9 I N\17 N 1 r� iv t T• S' •' qA 18 l C, �!1 0 NO 0 '.3 p a CZ When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 (rev.7/05) Owner Name: Robert Danner Building Permit No: 05-3026 (Storage) 2005-0074923 Recorded I REC FEE 22.00 Official Records I County of I CONFORMED COPY 1.00 Butte I CANDACE I GRUBB5 I County Clerk—Recorderl I I DD 010:38AM 09—Dec-2005 I Page 1 of 6 IIII III III I IN 1111111111111111111 Space above for Recorder's Use l9 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY f I. WHEREAS, on this 28th day of November, 2005, Robert Danner hereinafter referred to as owner(s), is the record owner of the following real property: 1276 Smullin St. Oroville, Ca. 95966 Assessors Parcel Number 028-074-010 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building .permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-3026 was applied for on November 11, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-3026 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building . Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-3026 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-3026 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. Additionally, this structure will not be heated or cooled. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Scott Rutherford, rInteril Official E Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-3026 DATE: I — nj — , 20 Ob Owner Signature: w Print or Type Name of Above Scott Rutherford, Interim Building Official Owner Signature: Print or Type Name of Above - NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On ,Ocr- 4,^bu- 9 ZOOS' before me, 3CLn"'-s L4^,cr- ktNser , Notary Public, pe sonally appeared 1�0l0,4 0 C. N/vZr , personally known to me (or proved to me on the basis of satisfactory evidence) to be the personfs.) whose nameFs) is/afe subscribed to the within instrument and acknowledged to me that he/s,M/t#ey executed the same in his/1-ter/their authorized capacity(4s), and that by his/hw/their signature( -s-) on the instrument the person(s); or the entity upon behalf of which. the person(.s- acted, executed the instrument. WITNfiSS my haA and official seal. nature STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE 1 0myJAMES LAMAR KINSER COMM. #1377185 NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY Comm. Expires Sept. 28, 2006 (Seal) On before me, , Notary Public, personally appeared_ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) Scott Rutherford, Interim Bui ding Official RZR r ,FO -15- . This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. STATE OF CALIFORNIA COUNTY OF BUTTE On TEc fjsez 1. 2ee5 Public, personally appeared Dated: L1 dE4Z&O - Scott Rutherford Interim Building Official, Department of Development Services SS. before me, k M 0-0 Notary personally known to me to be the person(,s'j whose name(zl is/apd subscribed to the within instrument and acknowledged to me that he/sp/tVy executed the same in his/Vr/thef'r authorized capacity(ipg), and that by his/W/th,,efr signature(g on the instrument the person(X, or the entity upon behalf of which the person(ra'j acted, executed the instrument. WITNESS my hand and official seal: i ature MA KICMLLM comnwwon • 156701 ""Y !%M -owa" acft* 10, m. MV CMM to"L-- - Apr 6. (Seal) Title No. 05 -410796 -DP Locate No. CAFNT0958-0958-0051-0000410796 (LEGAL DESCRIPTION .EXHIBIT "'A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: All that certain real property situated in the unincorporated area of Butte County, California, merged into one parcel and being Lots 77 and 78, of the Town of Honcut, according to the Map thereof filed in the Office of the Recorder of the County of Butte, State of California, on Mare 13, 1899, in Book 7 of Maps, at Page 85 and being more particularly described as follows: Beginning at the northeasterly corner of said Lot 78, said point being on the westerly right of way of a forty (40) foot wide road as shown on said Map; thence southerly along the boundary of said Lots 78 and 77 and along the westerly right of way 190 feet to the southeast comer of said Lot 77; thence leaving said right of way, westerly along the south line of said Lot 77, 100 feet to the southwest comer of said Lot 77; thence northerly along the boundary of said Dots 77 and 78, 190 feet to the northwest comer of said Lot 78; said point being on the southerly right of way of School Street as shown on said Map; thence easterty along the said southerly right of way and boundary 100 feet to the Point of Beginning. The Basis of Bearings for this description is the same as shown on said Town of Honcut Map. 4 ' APN: 028-074-002, 028-074-010 2 CI.TA VrdrNnary ReWt Fom1(11/17/" m- - 12 41 12 14 GENERAL 0T a m- - 12 41 FOUNDATION NOTES CEJ I IO Y 10, PLANS TO COMPLY WITH THE LOCAL S�r ' CURITY I, FOOTINGSARE TO BEAR ON UN 15tU EDL VEL SOIL ORDINANCE. DEVOID OF ANY ORGANIC MATERIAL ,AND 5TEPPED AS ' REQUIRED TO MAINTAIN THE REOUIRED DEPT} BELOW IL THIS BUILDING CONSTRUCTION TYPE 15 VN AND THE FINAL GRADE. OCCUPANCY GROUP' 15 111,1111ACCO ACCORDING TO THE 2001 CDC. 12. ALL SHEAR SHALL 7TRANSFER TO ROOF SHEATHING. 2. SOIL BEARING PRESSURE ASSUMED TO BE 1000 PSF. 3, ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A RIGHT ELEVATION13, ALL ELECTRICAL T� INSTALLED PER 20®1 OEC, MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 145%. FRONT i E I1/SII ,19 a 1�. PROVIDE 100 ,�M� ���vIC� AND SUIS ? ANAL. �, Tk�®uROu��4LY U1 T CLAY SOIL F®F� 24 H®ut�� UNTILLo 1/411 1 15, PROVIDE A 1/2" X 2 0' LONG REMAR FOR UFER GROUND ALL CRACKS IN THE CLAY ARE CLOSED. I BONDED TO COLD (WATER PIPE. 4. CONCRETE STRENGTH 6 25 DAYS, USE TYPE 11 OR V 1(o, PROVIDE AFI FROTiECTION TO ALL 120 VOLT, 20 CEMENT: -FOUNDATIONS AMR. RECEPTACLES. NOT EXPOSED TO WEATHER : 2,500 Pal - INTERIOR SLAI59 ON GRADE : 2 ✓00 PSI 00 CN 12 14 D. CONCRETE SLA15S TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA. WAY. (o. CONCRETE SIDEWALKS TO HAVE 3✓4 IN. TOOLED JOINTS Lo AT 5 FT. (MINIMUM) O.C. 12 1. REINFORCING STEEL TO BE A- rolD GRADE 40 ® DEFOS31ED. WELDED WIRE MESH TO BE A-155. 113.4 ANCI4OR DOLTS TO ME A-301. 5. REINFORCING STEEL TO BE A-615 GRADE 40. WELDED WIRE MESH TO BE Ag155. 9. ALL WOOD 1N CONTACT WITH CONCRETE TO ESE PRESSURE 12 TREATED OR PROTECTED WITH 550 ROLL ROOFING. ll. HOLD DOWN HARDWARE MUST BE SECURED 1N PLACE \ _ PRIOR TO FOUNDATION INSPECTION. f:RAMp I \ I i 1, ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS I TO HAVE 4 X 5 HEADERS UNLESS OTHERWISE INDICATED. 4. PROVIDE FI 15LoCKING DRAFTSTOPS # FIRESTOPS AS PER THE 2001 C.Q.C. SEC. 105,2 4 3. \ � I 5. LUMBER SPECIES: A. POSTS, BEAMS, HEADERS NO, 2 DOUGLAS FIR JOISTS AND RAFTERS 15, SILLS, PLATES, BLOCKING NO, 3 DOUGLAS FIR BRIDGING ETC. C. STUDS STUD GRADE D.F. D. POST 4 BEAM DECKING UTILITY GRADE D.F. E. PLYWOOD SHEATHING 1/2" CDX PLY, 32/16 REAR \ ELEVATION LEFT A(CLASS SS A OR 5 MIN.) 30 YEAR F. GLU-LAM BEAMS Pb -2400, DRY ADH, !��11 COMPOSITION ROOFING ON I II9/x11 300 FELT ON/ 1116" 055 (2410) SWEATHING 6, NAILING SCHEDULE: CDX GRADE, NAIL W1 5d 0 611 EDGE JOIST TO SILL OR GIRDER 3-Sd TOE NAIL AND 12" FIELD, AND iv: y5� 5TORAG&- /ISTORAGE2 X ,o RAIL U1/ STQRAGE 2 X 4 BRACE / l 2 X 2 PICKETS 5 -VCM" O.C.GIRDER TRUE, 12 12 12 I i 12 \ I / 17 \ /, �1 1 i i LU528 11 (4) 2X10 2X10 ID 16 O.C.(4) axis �, 2XI® P.T. CANTILEVER JOISTS � 16 O.C. • ® e O O �9 , 2X BLOCKING GARACsE CA 12' cl x :< x x x s� low 61 SECTION VENT CALCULATION: o" DIA. SC: D. VENT ®0 348 SF. T , T2" X 12" SC D. EAVE VENT m 0.166 SF I (9) EAVE VENTS X 0.161 o LS n a y a MIN. 3 U11DE 2�(IO TREADS 1/�•" m 1'-" SF 1/4 1 60'1 RISE ON 2X12 STRINGERS (3) S DIA. VENTS X 0.349 m 3.142 SF ON 4X4 P.T. POSTS ON 28' X 32' / 300 0 2.951 SP METAL BRACT TS ON 3.142 SF + 1.5 SF o 4A42 SP IS GREATER THAN 2.96i „ II 16 IF X 6 Dr. L VNL,. FOOrIN S PLATFORMMIN. 3' WIDE ON 3 24 2X6 JOISTS a_16" O.C. ON 3 1 14 14 14 14 MIN. 4X4 P.T. POSTS ON METAL BRACKETS ON - 16"0 X 611 DP. CONC. FOOTINGS , SL O , 13P 5 4 BP 5 4 5P Q o (TEMP D) P 4 ®®®� � _ X � • GABLE TRUSS �? UP ® ® ® m {L I e� �, fn c� I �, m ® ® 64 OF CT �1 T USS � ..... ,,1'i,�N m MANUFACTURE M,4N U ® ER uF,ACTU CSI ER TRUSSGIRDER TRUSS CS F'C % .,. ,�� CATIONS.. PE IFI �,tIO S Y OTHERS) / I�lC� OTHERS) � ER (SPECIFICATIONS ►ONS Y OTHERS) RS) ,LIONS �Y Ot ER 2565 PE T E (3) 2X4• OST v (3) 2X4 POST P P " " I 1 XIS X9 18XhX9 S T -I CON G CONC. F G. . I I � II Ii GF i I Ci AND ¢h'� MIN r� — i - - I - - _ 4/12 ,. � FINISHED / '� 12 'Frk OO A I i \ FLOOR, ALL II _ I \ MANUFACTURE ATTIC USS1—S A i 24 O.C. (SPECIr-I N Y OTHERS) TRUSSES R 9.x/12 CTU ®ATTf19.4/12 MANUFACTURED i � MANUFACTURED ATTI TRUSSES \ _ � 24" O.C. (S ECIFICATI S BY OTHERS (14 i n 1 (9) QUI � u� �� O.C. (sP�Ci�ICATI s �Y �T1�ER) � I L x��,, xF- ROOF VENT. _ Po = U I 5" 0 SC ® m ST m� 21'84„ X 3 ®4," m IT -6" X 3 ®4„ m I m 'I i (3) 2X� POST / (3) 2X6 POST e 26"X26"X12" _ 26" X28"XI2" / CIA CONC. FTG. MANU CTUR D %I R TRUSS / CONC. FTG. ( CIFICA ION BY OTId S) ®1 T A lad std TO I /MANUFACTURED .. . R MANUFACTU D GIRDER TRU S L h , (SPECIFICATIONS 15Y OTHERS) fi�A ECIFI U D CSI DER TRUSS U52 S , I (aPECIFICATIONS Y OTHERS) 9 II � 4X4 X 00 �;0 II 70 I a� C®C s o I� 2x6 RAFTERS 24 O.C. CONC. L i i I 1-0 x -0 b R=I ® i i \� LESS TW,A I' GARAGE R oq 4= �� �0® BELOUJ T RE �dO D II v �� ® ® o X _X � - ® N Uj \ n I -It10 �� I ! h -I II x C,46 Ia II 15P6ui 2 15P� 5P� OF 4' L ., � 0b SL " " " u " r� � xi2 2 C C. (3) 2X4 POST - TYID. (2) PL. — - i —DECK (3) 2X6 POST i TYP. (2) PL, i 2$' ,� L LAS 42 P.T.tRAIL L ®N �, . 2XIO RIM JSi 11 ® V-011 PANEL DEFINITION i A B CED WALL PANEL CONSTRUCTED AS PER 'C>�C 2001':NOT USE�A MIN.100 AME.S.P.P E UJIr+� A 5 13 5' LESS THAN 46 INCISES WIDE OR MORE TI1�4,AN 10 FEET IdfC�sFl. 6 1G 6 1/2" X 20' LONG 5AR FOR UFER GROUND BONDED TO COLD WATER PIPE. B ,CE PANEL SHEATHING MIN. T-1-11, 3/0 PLYWOOD 2� ONE SIDE NAIL W/ Bd e 6" O.C. ON THE LEDGES AND UPPER FLOOR PLAN � ,v 12" O.C. IN THE FIELD. ALL HOLD DOWN HARDWAREMUST 5E SECURED IN PLACE (1/2 GYP. MAY BE USED ON PANELS S -0 ,AND LONGER). THE CRS ARE TO CHECK AND VERIFY PTR `I'® FOUNDATION INSPECTION. 1/4" p 11®�11 ACCURACCYYA AND SITE CONDITIONS BEFORE START 1 P OVIDE PERIMETER MEMBERS AT OPENINGS. USE EXTERIOR GLUE PLYWOOD. Or CCN5TR'UCTIOIL THE BUYER AGREES TF -IAT CAD P OVIDE FRAMING MEMBERS OR BLOCKING NORTWWEST WAS NO LIA51LITY FOR COSTS Oil CHARGES -SHEET FOUNDATION I i� BL N t EDGES OF ALL PLYU1®®� SHEETS. RESULTING, FROM DESIGN ERRORS OR OMISSIONS. P OVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL. SEE TYPICAL WALL DETAIL. WRITTEN DIMEN51ONS SHALL ALWAYS TAKE �� 1/411 1pa�N RRECEDENCE OVER SCALED DIMENSIONS, 2 OF 2 COPYRIGHT 2005 BY CAD NORTHWEST, ALL RIGHTS RESERVED f ! dl �- ff � Oa Yi ey Yj f 11 r �� l 0' y Ar- t S : •_. - � it 4 f 1�1 i 11 m n MIN. 3' WIDE 2XIO TREADS a II S.®" RISE ON 2X12 STRINGERS ON 4X4 P.T. POSTS ON METAL BRACKETS ON .� 164 X 6 DP. CONC. FOOTINGS aS� PLATFORM MIN. 3 WIDE ON MIN. 2X6 JOISTS t 16" O.C. ON 14' 14' �� 1' 14' 14' 4X4 P.T. POSTS ON H METAL BRACKETS ON 164 X 6" DP. CONC. FOOTINGSLo �� 5'4 1'4 40 SL -� (TEMPT D) DF 4' H R _ U ® GABLE TRUSS? tv iI o13 �� Tf T. - T_ I I o a _–_ MANUFACTURED GIRD ER1—t - . (3) 2X4 POjTj�� ST 129)(66 (SPECIFICATIONS `90 MANUFACT � � �; I � � ® � � � T —6 _u. U ®BIRDER TRUSS i�1ANUFACTU � CSI �ER TRU�S.�...�. (3) 2X4 POST (SPECIFICATIONS BY OTHERS) I (SPECIFICATIO S BY OTHERS) 16"X19"XS" I I9"XI9"X9•, ` I Ier FTG. I I GFCI AND +I8" MIN TO I , FINISHED ALL `` -- I I 4/12 12ul II MANUFACTU ATTIC USSES i�°iANUFACTU D ATTI- 2411 O.C. (SP'ECIFI N Y OTHERS) MANUFACTURED ATTI TRUSSES 9.4/12 - = IS.4/12 � 24" O.C. ISPE�IFIC,4Tl 5.11' OTHERS � 24" O.C. I 9� (SPECIr IC4Tl S �Y OTbdER) N�� 1 (9) REQUIRED x�U u I I I ROOF VENT. all 0 SCRND, Cf� 211- 411 '-411 _ c`a`n �. y _ 274x3m II X 3 -4Nc / I I I m i� cm !3) 2X6 POST (3) 2X6 POST 29"X28"X12" �_. / 29"X29°'X12"' -� CONC. FTG. MANLIE,ACTU D e 1 R TRUSS /FTG. cIFIcA ION BY O S� CONSI T ,4 14 STS TO I J I I ..® ...__.. R1 u52 � 1'^`IANUFACTURE® IRDER TRU S c(s Clfi C PE I ATIO Y OTHERS) MANUFACTURED I ,. tel ER TRUSS ' - _CIFI CAT N Y OTHERS) 0 pp I 1 NN � X-4 , I X I til tJ c� a L I� I I � I 1 ®® X v� �� 'RFT z4 O.C. $ H1 N LESS TIS I p � = ( BELOW t R H®D d9 aU I � .- �x �N r �� li I �, I� �' 211 O I I®���� `�® I II � `�' I I I ! (,� + L { ® 4x� GABLE TRUSS (1 p 5 ®I/9" 13 01 2" ( —�-- -®® — �P 6 2 f) ) iS�2 NN NN NN - I 6068 SL 5F 4' 9x12 "2 O 2x4 POST I TYF. (2) PL. eQDECK-� (3) 2X6 POST TYP. (2) PL. 26 45" P.T. RAIL CNUPPER FLOOR AND ROOF PLAN 2XIO RIM JS? ' Iq I x 1/4" DF-FINITION ' CED WALL PANEL CONST 6' USE ,4 MIN. 100 AMP PA E,�. . WITH A + CONSTRUCTED AS PER C�C_2�J01 NOT 1J2�N X 210 LONA BAR FOR. LIFER 16 6 5 13 5' LESS THAN 4S INCHES WIDE OR MORE THAN 10 FEET HIGH. 26' GROUND BONDED TO COLD WATER 101PE. 15CE PANEL SHEATHING MIN. T01-11, 3/es PLYWOOD ONE SIDE NAIL W/ ad 6 6" O.C. ON THE EDGES AND L HO O �. !<D J�OIUN HARDWARE MUST ME SECURED IN PLACEUPPERSII w 12" O.C.IN THE FIELD. -- - _ ,N, No ANN 0 AND LONGER) FRIOR TO FOUNi.>F==E ATION INSCTION. II � (1/21" GYP. MAY E USED ON PANELS � . THE CONTRACTORS ARE TO CHECK AND VERIFY 1/4 l e ACCURACY ANC) SITE CONDITIONS BEFORE START P OVIDE PERIMETER MEMBERS AT OPENIINGS. USE EXTERIOR GLUE PLYWOO o. OF c ONv7RlC71ON. THE BUYER AGREES THAT CA® FOUNDATION I P OVIDE FRAMING MEMBERS OR BLOCKINGO c AT EDGES O� ALL,. PLYWOOD SHEETS.. N i7iHUl�ST WAS NO LIABILITY FOR COSTS OR CHARC,ES SWEET P OVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL, SEE TYPICAL WALL DETAIL. RESULTING FROM DESIGN ERRORS OR OMISSIONS. �, v 1/�" 1' ® " WRITTEN DIMENSIONS SMALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. {f COPYRIGHT 2005 BY CAD NORTHWEST, ALL RIGHTS RESERVED 00 PLATFORM MIN. 3 WIDE ON MIN. 2X6 JOISTS t 16" O.C. ON 14' 14' �� 1' 14' 14' 4X4 P.T. POSTS ON H METAL BRACKETS ON 164 X 6" DP. CONC. FOOTINGSLo �� 5'4 1'4 40 SL -� (TEMPT D) DF 4' H R _ U ® GABLE TRUSS? tv iI o13 �� Tf T. - T_ I I o a _–_ MANUFACTURED GIRD ER1—t - . (3) 2X4 POjTj�� ST 129)(66 (SPECIFICATIONS `90 MANUFACT � � �; I � � ® � � � T —6 _u. U ®BIRDER TRUSS i�1ANUFACTU � CSI �ER TRU�S.�...�. (3) 2X4 POST (SPECIFICATIONS BY OTHERS) I (SPECIFICATIO S BY OTHERS) 16"X19"XS" I I9"XI9"X9•, ` I Ier FTG. I I GFCI AND +I8" MIN TO I , FINISHED ALL `` -- I I 4/12 12ul II MANUFACTU ATTIC USSES i�°iANUFACTU D ATTI- 2411 O.C. (SP'ECIFI N Y OTHERS) MANUFACTURED ATTI TRUSSES 9.4/12 - = IS.4/12 � 24" O.C. ISPE�IFIC,4Tl 5.11' OTHERS � 24" O.C. I 9� (SPECIr IC4Tl S �Y OTbdER) N�� 1 (9) REQUIRED x�U u I I I ROOF VENT. all 0 SCRND, Cf� 211- 411 '-411 _ c`a`n �. y _ 274x3m II X 3 -4Nc / I I I m i� cm !3) 2X6 POST (3) 2X6 POST 29"X28"X12" �_. / 29"X29°'X12"' -� CONC. FTG. MANLIE,ACTU D e 1 R TRUSS /FTG. cIFIcA ION BY O S� CONSI T ,4 14 STS TO I J I I ..® ...__.. R1 u52 � 1'^`IANUFACTURE® IRDER TRU S c(s Clfi C PE I ATIO Y OTHERS) MANUFACTURED I ,. tel ER TRUSS ' - _CIFI CAT N Y OTHERS) 0 pp I 1 NN � X-4 , I X I til tJ c� a L I� I I � I 1 ®® X v� �� 'RFT z4 O.C. $ H1 N LESS TIS I p � = ( BELOW t R H®D d9 aU I � .- �x �N r �� li I �, I� �' 211 O I I®���� `�® I II � `�' I I I ! 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THE BUYER AGREES THAT CA® FOUNDATION I P OVIDE FRAMING MEMBERS OR BLOCKINGO c AT EDGES O� ALL,. PLYWOOD SHEETS.. N i7iHUl�ST WAS NO LIABILITY FOR COSTS OR CHARC,ES SWEET P OVIDE HOLD DOWNS AT EACH END OF EACH BRACE PANEL, SEE TYPICAL WALL DETAIL. RESULTING FROM DESIGN ERRORS OR OMISSIONS. �, v 1/�" 1' ® " WRITTEN DIMENSIONS SMALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. {f COPYRIGHT 2005 BY CAD NORTHWEST, ALL RIGHTS RESERVED 1i i1 9� 1i 1I I1 1( i1 'I' i1 1I it i1 11 1 NEW PORCH 18" SQ, X 12" CONCRETE DP_ rTNC. w/ PB44 BASE TYPICAL 7 LOCATIONS F -71 F®,;I F 711 F-71 F 71 F '71 6"-6 I/2" i. a z' j { M 1 � � a •� 4 f i • i o. i t rj } i. a z' j o.