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HomeMy WebLinkAbout027-240-034kc A f40 e - '� _ .....-..•� ? _ 4 - - _ W[JW d Y ,.�....._ _•' - _ Y v.8 _ f' f�,., "�1 n _ ii i 35 { I � �' zipt.G o , • , r w �. r BUILDING CODE VIOLATION LETTER 30 DAY B07-0919 MISCELLANEOUS 027-240-034 GARAGE 1020 S Private Garage/Sho1 Q 7685 PALERMO HONCUTOHWY 0/STI MARTINEZ, REFUGIO 0 AP 27-234 George Wimberly K tw, e/s Palermo Honcut Hwy, at Daly Ave., -a. � �' '' -- �•(��`. ` Palermo (AG. BLDG. EXEMPTION - 5/16/80) v 2/K/�ac /`/�41 24 34 RGE WIMBERLY 5 Palermo Honcut Hwy, Palermo L47 'it#3408-86B(remodel/SF) truss roof' r 27-24-34 3218-89E WIM Y e g 768 Pal rmo o c t Ro ill N (t m 1 we 1) i e age ELEC GAS COMPACTION TEST REQ SUPPORT STRUCT REQ 27-24-34 358-90B,P,E;wI WIMBERLY, George 7685 Palermo Honcut Hwy, ov' f (new sf on exist fndn) 027-24-0-034 93-2025 BPEM WIMBERLY, GEORGE 7685 PALERMO HONCUT HWY, OROVILLE CONTR: BAGGETT CONST REPAIR FIRE DAMAGE/SF 027-240-034 03-0885 MARTINEZ, REFUQIO 7685 PALERMO HONCUT, PALERMO MISC. REPAIRS (PER LTR) B07-1390 027-240-034 MISCELLANEOUS Electric Panel r V REPLACE ELEC PANEL, INSTALL HV �, I 7685 PALERMO HONCUT HWY I �+ MARTINEZ, REFUGIO B07-1875 027-240-034 p MISCELLANEOUS Private Garage/Shop 12x16' PUMP HOUSE - AS BUILT 7685 PALERMO HONCUT HWY MARTINEZ, REFUGIO no -f mnr -s�lt� on re5 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES Building Division PH: 530-538-7541 7 County Center Drive FAX: 530-538-2140 '; x• Oroville, CA 95965 www.buttecounty.net/dds APPROVED HOLDOWN 1800# Min. Capacity (One -Story) 3000# Min. Capacity (Two -Story) JOIST APPROVED HOLDOWN 2"x2"x3/16" 1800# Min. Capacity (One -Story) PLATE WASHERS 3000# Min. Capactiy (Two -Story) JFLOO.R @ Anchor Bolts per Sec 1806.6.1.2 ANCHOR BOLT No. 4 BAR '`:•- • ` CONCRETE SLAB top and bottomper Sec 2320.11.4 ROCK FILL 3" '• •:•. / EARTH RAISED FLOOR SECTION DETAIL CONCRETE SLAB FOUNDATION SECTION DETAIL BD 1001 REVISION DATE: 6122/06 REVISED BY:. P.H. ALTERNATE BRACED WALL PANEL 'Plywood nailed with 8d's @ 6" o.c. edge and 12" o.c. field, per UBC Table 23 -II -B-1, footnote 2. I— 2'-8"min. III 2'-8"min. 2'-B"min. 2'-8"min. — 3/8 -ply' II 3/8. ply, 11 (one s IIII11IIIIII (both IIIIIIIIIIIIIIIIIIIIIII III11IIIIIIIIIIII • ,-c ' 1I1IIIIIIIII •• ,-- JIlIIIIIIIIIIIII IIIIIIII1I iIIIIIIIII 1I1IIIIIII1 11IIIIIIII lIIIIIIIIIIIIII IIIIIIIIIIIIIIIII 1IIIIIIIIIIIII �IIIIIIIII IIIIIIIIIIIIIIII I IIIIIIIIIII fIIIIIIIIIIIIII IIIIIIIIII IIIILLIIIIIIIIII IIIIIIIIIII1III1 II II III III IIIIIII II II III IIII IIIIIIIIII 1 Urnax.,typ. - ` IIIIIIIII IIIIIIIIIIIII III III II II IIII 1 II IIII II1 . I 11 II IIII (Anhor III IIII II ,'. as --IIIIIIIIII —� --IIIIIIII1 I Holdown —' Holdown HoldownL I _ iIIIIIIIIIIIIIIIIII Joist Slab - c L chor INSTALLED DISTANCE APPROVED Anchor U5 Footing EQ. EQ. t:—L�— LISTING UQ INSTALLED DISTANCE PER APPROVED USTING L/Q Slab-On-Grade Raised'Floor Slab -On -Grade Raised Floor ONE-STORY ELEVATIONS TWO-STORY ELEVATIONS APPROVED HOLDOWN 1800# Min. Capacity (One -Story) 3000# Min. Capacity (Two -Story) JOIST APPROVED HOLDOWN 2"x2"x3/16" 1800# Min. Capacity (One -Story) PLATE WASHERS 3000# Min. Capactiy (Two -Story) JFLOO.R @ Anchor Bolts per Sec 1806.6.1.2 ANCHOR BOLT No. 4 BAR '`:•- • ` CONCRETE SLAB top and bottomper Sec 2320.11.4 ROCK FILL 3" '• •:•. / EARTH RAISED FLOOR SECTION DETAIL CONCRETE SLAB FOUNDATION SECTION DETAIL BD 1001 REVISION DATE: 6122/06 REVISED BY:. P.H. BUTTE COUNTY DEPARTMENT- OF DEVELOPMENT SERVICES Building Division 7 County Center Drive Oroville, CA 95965 CBC Sec. 2320.11.4 PH: 530-538-7541 FAX: 530-538-2140 www,buttecounty.neUdds ALTERNATE BRACED WALL PANEL ALTERNATE BRACED WALL PANELS. Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel constructed in accordance with the following: 1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3,048 mm). Each panel shall be sheathed on one face with 3/8" minimum thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23 -II -B-1 and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an approved uplift capacity of not less than 1,800 pounds (816.5 kg). The tie -down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Section 2320.11.4, Item 1, except that the plywood sheathing shall be provided on both faces, three anchor bolts shall be placed at one-fifth points, and tie -down device uplift capacity shall not be less than 3,000 pounds (1,360.8 kg). BD 1001A I REVISION DATE: 6122106 1 REVISED BY: P.H. D FmgwoOi'D O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 TRUSS Phone: (916) 652-4655 Phone: (530) 743-8855 Fax: (916) 652-3860 Fax: (530) 743-8856 Truss Design Sub itta Designed By: Date: Technical Representative: Nirlap Kaur April 25, 2007 Richard Shippen * A11 , , A all i.11t.1VJl.l,l ul aw111g,-j ui-c in alpha -numerical order * Client Bernardo Gallardo Office Phone: Office Fax: Proiect Martinez Garage 7685 Palermo Honcut Hwy Site Phone: BUTTE COUNTY Site Contact: BUILDING DIVISION /SION Plan/Elevation: door Components [70 Original Submittal Wi:TQrr= Is Roof Componen=ts:O O Complete Revision BD Hwy O Partial Revision: Replaces individual drawings Work Order # 1180407 0 Addition: Add to Original Submittal PEAK PLATE: 3.4 (2x4) 5-5 (2x6) 6-6 (2x8) II I \ II I Il 1.5-3, MAXIMUM 1'-0' EAVE WITH 6'•0" MAXIMUM BLOCKS @ 32'o.c. OR 2'•0' EAVE, BRACE SPACING MAXIMUM, WITH 4x2 /2 OR BTR. OUTLOOKERS CUT INTO GABLE 32'o.c. 2x4 /2 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-O' MAXIMUM. 74STRONGBACK AT; 2X4 STRONGBACK BRACED 4'•10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM '•1.5'CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD- STUDS TO BE MAXIMUM 24-o.c. r.�2x4BWRACE .WALL BRACING PER BUILDI� DESIGNER. HEEL PLATE: 3-4 (2z4) 11 5-5120) -- --- 6.6 (2X8) BC SPLICE; 3-4 12x41—I CONTINUOUS BEARING WALL I 2x4 CONTINUOUS -BACKING 6.6 12x6) B•e 12x81 A WITH 18d NAILS AT 24' ox. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWNI MAXIMUM 40 PSF LIVE LOAD.2x4 SOLID BLOCK WITH 3.18d NAILS Bd AT 6' o.c. GABLE STUD SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATIIINO 80 MPH WIND EXPOSURE C. TRUSS, 8d AT e" o.c. TO BLOCK AT Wo.c. / LESS THAN 20'-0' WALL HEIGHT. 1.16d ly d, AT 24' c.c. :)FES O�q CINO DETAILS I / a• t ed % " NOTCH * 32 SOLID BLOCK 1 led AT !s2 QQ� 2 -ted WITH 2.18d TOE- 24'o NG. C 4 tot 2x4 BRAC[ NAILED EA. END 2-18d J , _ E0. 12/ 1 WITH 4-1 8d NAILS BUTTE C �� * BUILD$INIG DIVISION CID :31'At';ING UArG Ci ,�� WARNING Road oil notes on this sheet and give a copy of It to the Erecting Contractor, UBC CONTINUOUS 211 1199 11in i—u^ 4'•+ .^ a hr+wal bwmmp Compunom. a has been basad on spouhcahone vrovsdud W Iho component msnufactws sod Done n M.anrsuN:o «.us sne Cw,om versions cal IPI and AFPA deign standards. No responalbtlsty Is aasumed lar Osmenaspyl aeeweCY. Li -an tors we to ha vu-h-0, 4wl Ur the s•sxnix utenl mamsreClm er end.'m buddmo auoynur pnoe to lahnr inion Thn buddino designer shall AsaarMm that IM souda I uW.rml un usn nnsyn mus w e.Lestl m" medmy smpused by the laaal budding Cuda. II Ia —shed Iha1 the lop chord Is WN aty braced by uss uusl :Is Io u�,wlu ino and the baton chole rs uteraby ;uaua by a nod sheathing materul d"ecov ahachod. unless otherwse noted Bnunp srsn^n s hn selorel suppnn (A Cwnpunonl. nse... 1 e 1 Mn1 to eadow huasono Ienum. This COmpunnm shall not no psaCed n any on' nrnlment that ,__--_, wa uuw IM masturs content d IM wood sscesd 1Ps and/• cause connacta plsla corrosion. Fabxau. Isa11dM. M1faa art0 prop px1 pyla h GABLE E T A I L S lIMWAL SrSI tIlAS COPD RAIIUN "Voce won IM 111119ooma aMudo. 'TRUSCOM MANUAL' by Truawet, DUALITY CONTROL STANDARD FOR METAL FLA1E COw+Et TED WOOD iRusses' IOSCS�I. •WWOUNO INSTALUNO AND ORAONG METAL PLATE CONNECTED WOOD TRUSSES- • (WS -01) jew w6B' YtIMMA1IY S/.t E1' by TR The Truss Pull. lnstdute (TR)M located al 583 DOnoero Drove, Mad sb n. Wsmwa,h 53TIg, The Artwscan Forestan•• CO PSP. Aeal cad— (AFPA) m located s1 1250 Connecticut Ave. NW. Ste 200. Waar"on. DC 2oD36. y 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-0 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN S5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD' ARE INDICATED BY "LOAD CASE i1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. (NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION _.gid„® SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT h�___v'SMEMS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY_ =SS/phi\ 4 82 ]D 12/31/02 CIVIL BUTTE COUNTY PlDii.diNG DIVISION APPROVED GBA L.M. Optional vent 3-4 GENERAL GABLE DETAILS FOR WIND LOAD BRACING DWG# 0002065035 opening per _ design drawing. Max. 12" eave unless noted on drawing. 3 9 Pitch per design 3-4 drawing. Solid block between trussesGable End Truss for nailing of diagonal brace, attached to sheathing and Brace Interval as + truss each end, ryp. specified on the approved engnineering drawing or standard Truss spacings per designs. detail or chart. Typical 2x_ strongback (whaler) brace along back face of gable, braced with 2-6 + or - 45 degree diagonal 5=3-4 2x_ (typ.) braced to root $=3-4 sheathing as shown. .. _.. WALU _ ..._.... _ . T BEARING SUPPORT .,,. Connector plates shown are for example only. Structural gable trusses w111 generally have See diagonal actual buss design (or required plate sizes and orientation. and vertical members otherthat those shown above. UaDle truss is continuous Deanng excep as may e o o r m ua srarawings. + Indicates stud members that require bracing) END (FACE) VIEW SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO PREVENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE FACE OF THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTICAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3) IF THE GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT EXPOSED TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERVAL MAY BE INCREASED TO ONLY ACCOUNT FOR THE L/D LIMIT OF 50 FOR COMPRESSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6'-3"). 4) IT IS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL EXCEPT AS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5) SHEATHING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHEETROCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR BOTH FACES OF A REGULAR (NON-STRUCTURAL) GABLE END. 6) LATERAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CONSIDERED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1-0 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN S5 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD' ARE INDICATED BY "LOAD CASE i1" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITION(S) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. (NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION _.gid„® SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT h�___v'SMEMS APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY_ =SS/phi\ 4 82 ]D 12/31/02 CIVIL BUTTE COUNTY PlDii.diNG DIVISION APPROVED GBA L.M. C W 0 Z M �90 M��m CJ Z CO 0_< Z TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX: (719) 598-8463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Trus a'1 Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses 'and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be,nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scabs) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the buildingdesigner. 1. EXAMPLES "T" BRACE 90% L 90% L L Please contact a Truswal engineer if there are any questic 2. c:Vn soffice%Anwcrdlbrace-new.let d I 18-6 40-0 "I ® A ®N.0 V I— Wr e 30-0 '' 18-6 10-0 30-0 ' Roofline 3D Layc aaD� p00000 I System f -Lx crio Martinez BE�!rrlarclo Gallardo 7685 Palermo Honcut HWY 300-7218 SALES REP RS DUE DATE 05/07/07 DSGNR/CHKR : NK / BW TC Live 16.00 psf TC Dead 9.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 33.00 psf WO# : 1180407 Y It N O O Date : 4/24/2007 10:11 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : UHC -97 #Tr/#C£g : 33 / 0 CIS Job Name: Refugio Martinez Truss ID: Al Qty: 8 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-]4 1089 3.50" DFL#1STANDARD Platingg�sppeec : ANSI//ryrye� 1995 THIS UPLIFT REACTION(S) 1.50" WWEB 2x4 2 29-10- 4 990 3.50" 1.50" RATE VALUES PER IC80 RESEARCH REPORT #1607. DESK! IS THE LTINPC151TE RESULT OF MULTIPLE LOAD CASES. Support 1 -248 lb Support .2 -212 lb BRG REQUIREMENiS sham are based ONLY Loaded for 10 PSF non -concurrent BCA. IF HANGERS ARE INDICARD ON THIS DRAWING, THEY ARE B48ED ON 1.5' HAMIGER NAILS FOR This truss is designed using the on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3" HANGER MAILS FOR MULTI -PLY �C O1 Code. nB Enclosed . Yes Importance Factor m 1.00 MAX DEFLECTION (s an) : GIRDERS. IF 2.5" GIN NAILS ARE USED THE Truss Location . Not End Zone L/999 MEM 7-8 (LIVE) LC 15 HANGERS MUST BE RE-EVALUATED (BY ahERS). Hurricane/Ocean Line - No E Cytego . C ry42.00 L- -0.29' D= -0.20" T= -0.48" CRITICAL MEMBER FORCES: WBracing shown is for Lateral support ofcomponents merrOers my to reduce budding Imgth 7hiscon voce shaft net be ptaoed N any erMmmerdM`"D��n�'oecontemmuawood toawed 19%andnor cause conredorpbmemnroslan Fabdraa,handle instal Bldg Len th - SO.00 ft 81dg Width ft Mean roo height - 12.86 ft, mph 75 CBC Standard TC COMP.JDUR5�1// TENS. (WR. CSI 1-2-23711.2(3-4 4445 Northpark Dr. Occupancy, Dead Load - 10.2 psf 21191:2 1.15 / 1.00 / 1.00 Colo Spr7ngs, CO 80907 496(1:60 0.494-5 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 -23711.25/ S45 1.60 0.61 Recst i-03) and 13M St1Mr vRZY SHEETS! by uvrrA and TR. The Toss Plate Institute (rP0 Is located m 583 Vdie. Onofdo OMadison, vdswsln537t9.TheanerbanForestandPaperAssodmbnOFPA)tslocatedmiill19lnsreet,NW.Ste$00,Washigton,DC20036. TENS 6g7 % Srj(01.25 0 67 IDEFL RATIO: L/240 TC: L/2 j(rOOUR. 7-8 9 2205(1.25 -461(1.6600% 0.68 ldi COMP. WR. ))/ TENS[R-1 6I2-7 -404 1.25)/ 21600.09 3-7 -108 160 / 7025 0.294-6-405 1:� % 2160 0:09 15-0-0 I 15-0-0 1 2 3 4 5 4.00 4-4 4.00 B1 W:308 R:1089 U:-248 F1- 30-0-0 6 7 8 9' � ' f2tes a�fals�e trartre� rates ares 5' sr� 4 r',•:r:ys t 5-9-11 tSHIP .5-5 2 0-3-13 B2 W:308 R:990 U:-212 as shown ate. Sh I Its Me). 4/24/2007 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gal l ardo This design is for an H,m*duai building contpone+d not m U buss systehas beenbased on specificalions PvAdw by the componentroamau� ra W0: Drive_T_1180407_L00005_J00001 ® mwdone inaooadancewith fomemversions ofTRand AFPAdesign gader&. Nonesponsiaiiyisassumed f«m waom y. Dimension ere to be yedfied by the ouTpmM mmwW der anNor bulkfing designer pdw to fabdeagm. The bedbug de.4gner nsat ascartaln that the bads Ds g n r : NK #LC = 16 WT: 150# Wind on RNs design meet or emeed ft loading Unposed by the local building code and the particular application. The design assume that the top dam TC Live 16.00 psf L i ve Du r L=1.2 5 P=1.2 5 HOMEWOOD Is laterally dared by the roof or door sheathing and the broom dam Is Laterally braced by a rigid sheathing materiel directly attached, umess otherMse TCS now 0.00 s f P S n owD u r L=1.15 P=1.15 ® TRUSS WBracing shown is for Lateral support ofcomponents merrOers my to reduce budding Imgth 7hiscon voce shaft net be ptaoed N any erMmmerdM`"D��n�'oecontemmuawood toawed 19%andnor cause conredorpbmemnroslan Fabdraa,handle instal TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss mn In the following � staraa:''almandOAngDetmlf�ms'awitadwrm easadpmrnewalsom�am, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Spr7ngs, CO 80907 'ANSInlP1i'.WTAV-vwoaTrsscaarnorAmedcaStandard Design Pesponsibilfties,13ULDIW.COWOMsrrsAFMINFOPHwnoN- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.41 Recst i-03) and 13M St1Mr vRZY SHEETS! by uvrrA and TR. The Toss Plate Institute (rP0 Is located m 583 Vdie. Onofdo OMadison, vdswsln537t9.TheanerbanForestandPaperAssodmbnOFPA)tslocatedmiill19lnsreet,NW.Ste$00,Washigton,DC20036. Bldg Code: CBC -01 IDEFL RATIO: L/240 TC: L/2 Job Name: Refugio Martinez Truss ID: A1G Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 Pl atingg��sppeec ANSI//77ppI� 1995 This truss is designed using the BC Zx4 DFL #1 THIS DESI(N IS THE NMPOSITE RESULT OF CBC -01 Code. GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes Irnrportance Factor - 1.00 PLATE VALUES PER ICBG RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location - Not End Zone Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line - No Exp�Category - C Ma use adequate staples for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length - 50.00 ft Bidg Vidth - 42.00 ft BUILDING DESIGNER MUST VERIFY CABLE LpAMS GIRDERS. IF 2.S" GUN NAILS ARE USED THE Mean roof height - 12. 6 ft, nwh - 75 (i1 stab sedrac ng r louiaded Bl 58"ied t tervals' RS MUST BE RE-EVALUATED BY OfAERS). CBC Standard Occupancy, Dead Load . 10.2 psf See ,General Gable Details', 0002065035. PLATING BASED ON GREEN LUMBER SALDES. T 5-3-13 12.5 x 0-3-13 c d 4-0-� N M 00 15-0-0 15-0-0 1 2 3 4 5 6 7 8 9 18111213 14 15 16 17 18 19 20 21 4.00 -4.00 3-4 0=0.0-0 1� 22 23 24 25 26 271829 30 31 4-0-0. TYPICAL PLATE: 1.5-3 Ci 'p es i false Irame� fOtesWare Dos oruW by. s(t a e Shit[ le s x 0-3-13 35 36 37 38 39 40 410 42 ' o V V r R M OVER CONTINUOUS SUPPORT BBUTTE UCO N`1i BUILDING APPRO D 5-9I-11 t SHIP VVJ4rX1V1iVVRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gallardo design is for an Individual building component not truss system on It has been based on specifications provided by the component manufacturer WO: Drive_T-180407_L00005—]00001 ®This end done In accordance with the current versions of TPI and AFPA design standards. No responsibility B assumed for dimensional accuracy. Dimensions are to be verified by the oorrponem manufacturer and/or buDding designer prior to fabrication. The building designer must ascertain that the loads Dsgn r : NK #LC = 16 WF: 208# HOMEWOOD uma>ea onthis design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.25 Is laterally braced by the roof or Boor sheathing and the bottom Brod Is laterally braced by a rigid sheathing material directly attached, unless otherwise Bracing is TC Snow 000 psf P SnowDu r L=1.15 P=1.15 ® TRUSS noted. shown for lateral support of components members only to reduce budding length. This component shell not be p aced in any environment Brat will cause the moisture content or the wood to exceed 19% and/or cause connector pate corrosion. Fabricate,handle,Install . TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss In accordance with the following standards:'suint and Caning Detail Reports' available as output from Treswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSIrrpI 1'. WICA V - Mod Truss Council of America Standard Design Responsibilities, WILDING COMPONENT SAFETY INFORMATION- BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (SCSI 1-03) and SCSI SUMMARY SF¢E73 by WICA and TPI. The Trus Plate Institute (TPI) Is located at 583 D'Crlofrio Drive, Madison, wtscansin53719. The American Forest and Paper Assocarnm (AFPA) Is located at I 111 1 ft Street. NW, Ste 800, VO4shington, DC 20036. Bldg Code: CBC -01 IDEFL RATIO: L/240 TC: L/24 Co Job Name: Refugio Martinez Truss ID: A2 Qty: 8 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1089 3.50" 1.50" 2x4 DFL #1 2x4 DFL #1 Platingy sppeec • ANSI//M7pI 1995 THIS DESIX IS THE OXP0SnE RESULT OF UPLIFT REACTIONS) 2 29-10- 4 1089 3.50" 1.50" WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Support 1 -248 lb Support 2 -248 lb BRG RE UIREMENTS shown are based ONLY Q RATE VALUES PER ICBG RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the CBC -01 Code. on the truss material at each bearing MAX DEFLECTION (span) : PLATING BASED ON GREEN LUMBER VALUES. - 1 -PLY AND 3" RANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Inportance Factor - 1.00 L/999 MEM 7-8 (LIVE) LC 15 SnowDu r L=1.15 P=1.15 GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTAERS). Truss Location - Not End Zone Hurricane/Ocean Line . No Ex Category - C 2 L= -0.29' D= -0.20" T= -0.48" CRITICAL MEMBER FORCES: Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. Bldg Length . 50.00 ft Bldg dth 42.00 ft Mean roof height a 12.66 ft, mph 75 TC COM1P. DUR. / TENS. DUR. CSI 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 CBC Standard Occupancy, Dead Load = 10.2 psf 1-2 -2371 1.25 / 545((1.603 0.61 O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 tecsl 1-03) and SCSI SUMMARY SF1EElS' by wrcA and TPI. The Inas Plate Institute M is weaved at 583 D'Onofdo Drive, Madison, 2-3 -2121 1.25 / 496(1.60) 0.49 Wsoonsln 53719. The American Forest and Paper Association (AFPA) Is located at 111119th street, NW, Ste 800, Washington, DC 20038. 3-4 -2119 1.25 / 496((((((1.60)1 0.49 DEFL RATIO: L/240 TC: L/24 4-5 -2371 1.25 / 54S 1:60 0.61 BC COMP. OUR. / TENS.(WR. CSI 6-7 -460 1.603/ 2205(1.253 0.67 7-8 -251 1.603/ 1450((1.253 0.60 8-9 -461 1.60 / 2205 1.25 0.68 WB C:404 WR.))/ TEN$. (((WR. CSI 2-7 -404 1.25)/ 2131.60) 0.09 3-7 -108 1.60 / 702 1.25 0.29 4-8 1:25 213 -405 % 1.6605 0.09 t 5-3-13 13.5- 2 0-3-13 15-0-0 I 15-0-0 I 1 2 3 4 5 4.00 4-4 4.00 LAN y BUTTE C01 '"T APPROVED - B1 B2 W:308 W:308 R:1089 R:1089 U:-248 U:-248 t 30-0-0 6 7 8 9t CNrre ' 19t t a�fal � lass sl> of, ,gho�t � �6. ;fib „" zoo, �0�1� lo es se es are dI ass e. hits Pe st es to av lit by such srhictt 11 ales or 6113 s a la . 4/24/2007 A RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gal 1ardo This design is for an UW Wual building con nerd not buss system R has been based on specifications prmaed by the component manufacturer WO: Drive -T -1180407-L00005100001 ® and done in accordance with the current Versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be %edged by the component manufacturer arafor building designer prior to fabrication. The building designer nest ascertain that the wads Dsgn r : NK #LC = 16 1A(T: 152# utilized on sueet s design mor exceed the loading imposed by the Loral building code and the particular application. The design assumes that the top chord TC Live - 16.00 psf LveSnow Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD 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 TC 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS rioted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any :mAmment that will cause the moisture content ofthe wood toexceed10%and/or rause connector plate corrosion. Fabricate, handle, install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. era brace this truss In accordance with the following standards: 'John arra Cutting Detail Reports available as output from Tnawal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 907 80 'ANSVTPI V, WTCA V- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFOIZtMXnCN` - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 tecsl 1-03) and SCSI SUMMARY SF1EElS' by wrcA and TPI. The Inas Plate Institute M is weaved at 583 D'Onofdo Drive, Madison, Wsoonsln 53719. The American Forest and Paper Association (AFPA) Is located at 111119th street, NW, Ste 800, Washington, DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Refugio Martinez Truss ID: A2G Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 PI tingg S�sppeet • ANSI/TPI - 1995 This truss is designed using the SC 2x4 DFL #1 THIS OESIQI IS THE COMPOSITE RESULT OF CBC -01 Code. CBL BLK 2x4 DR. STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Lryortance Factor - 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAOANG, Truss Location - Not End Zone Loaded for 10 PSF corn -concurrent BOLL. THEY ARE BASED ON 1.5" HANGER RAILS FOR Hurricane/Ocean Line - No Exp.Category = C Ma use ad uate staples for gable blocks. 1 -PLY AND 3" HANGER MAILS FOR MULTI -PLY Blit Length - 50.00 ft Bid WWii Edth m 42.o0 ft BUILDING DESIGNER MUST VERIFY CABLE LWDS! GIRDERS. IF 2.5" WN NAILS ARE USED THE Mean roof height . 12. 6 ft,ah 75 q7 gable bracing required 0 58" intervals, MANGERS MUST BE RE-EVALUATED (BY OTHERS). CRC Standard Occupancy, Dead Load - 10.2 psf ii exposed to wt nd load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Cable Details', C002065035. 1 5-312.5 -13 111 x 0-3-13 4-0-0 4-0-0 I I I 1 I � I I I 1 T�jPLp TjPLp 1 N M 4-0'0 I I 15-0-0 15-0-0 1 2 3 4 5 6 7 8 9 10111213 14 15 16 17 18 19 20 21 4.00 -4.00 3-4 BUTTE TE COU tl TY BUILDING DIVISION APPROVED J-0..7-.7 14 1� 30-0-0 22 23 24 25 26 272829 �Lp7330 31jLc02 RP73334 35 33.6 37 38 Lrpi39 Lrpi40 410 42 1 0 4-0-� -� R'- F- P Ir• P k- Y- F- 1C 11i PLATE: 1.5-3 OVER CONTINUOUS SUPPORT WHK/VINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gallardo This design is for an individual building component not truss system It has been based on specifications provided by the eomponern manufacturer W0: Drive -T -1180407-L00005300001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn NK are to be verified by the component manufacturer ardior building designer prior to fabrication. The building designer must ascertain that the loads r : #LC = 16 WT: .211# 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 tlror0 TC Live 16.00 psf Li L=1.2 5 P=1.25 r HOMEWOOD 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 TC Snow 0.00 psf Sno1)wDu Du r L=1.15 P=1.15 ® TRUSS noted. Bracing shoLs for lateral support of components members only to reduce budding length. This component shall not be placed In any environment that YAH muse the moisture content of the wwood to cuceed 19% andlor cause connector plate corrosion. Fabricate. handle, install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and brace this suss In accerdance with the follow ng standards: 'Joint and Curing Detall Reports' available as output from rruswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 ANSIrrPI 1 ', IATCA 1 - - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFowvwnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRU SPLUS 6.0 VER: T6. 5 4 (BCSI 1-03) and'BCSI SUMMARY SHEEM by WMA and TPI. The Tess Plate Institute (TPD Is located at 583 OOnofdo Drive. Madison, . wsconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Sheet. NW. Ste eco, Washington. DC 20038. Bldg Code; CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Refugio Martinez Truss ID: B1 Qty: 9 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1018 3.50" 1.50 TC 2x4 DFL #1 BC 2x4 DFL #1 Platingg�sppeec ANSI//��pp�� 1995 THIS DESICd I: THE tiDgT 19 RESULT OF IS UPLIFT REACTION(S) 2 24- 4- 4 1018 3.50" ed O BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD PLATE VALUES PER IC80 RESEARCH REPORT #1607. MULTIPLE CASES. IF HAILERS ARE INDICATED ON THIS DRAWING, Support 1 -225 lb Thi support is desiynedbusi ng the on the truss material at each bearing Loaded for 10 PSF non -concurrent BOLL. PLATING BASED ON GREEN LUMBER VALUES. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. Bldg Enclosed - No, I Factor MAX DEFLECTION (Span) L/999 MEM 7-8 (LIVE) LC 15 GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). ponance .1.00 Truss Location . Not End Zone L= -0.12" D= -0.15" T= -0.27" ® TRUSSenvironment that wiBmuse the moisture content ofthe wood toexceed 19% and/or cause connector plate mnosion. Fabdeate•handle, bWall Hurricane/Ocean Line . No ExCategorr C Bldg Length - 50.00 ft Bldg Width . 42.00 ft CRITICAL MEMBER FORCES: TC WMP. WR. / TENS. WR. CSI 4445 Northpark Dr. and bmw this teas in accordance with the following sthrdards:'Uoint and Cutting Detail Report' available as output from Trusval software, Mean root height . 12.f0 ft, mph 7 CBC Standard Occupancy, Dead Load . 10.2 psf 1-2 -2047 1.25 / 431((1.603 0.62 2-3 -2024 1.25 / 49651.60) 0.41 Co 1 o Springs, CO 80907 ANSVrPI 1'• %VrcA V- Wood Truss council of America Standard Design Responsibilities,13UILDING COMPONENT SAFETY INFORMA11017 - BC Dead 12.00 psf 4-5 2048 1.25 TRUSPLUS 6.0 VER: T6.5.4 4%Msconsin53719. (BCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPD is located at 583 Vpofdo Drive, Madison, % 430((1.60 0.62 The Ameftan Forest and Paper Association (AFPA) is located at 1111 19h Street NW, Ste Boo, VMmirinifton, DO 20736. Bldg Code: CBC -01 BC COMP. WR. / TENS.(WR. GSI 6-7 1894(1.25) 0.56 -350(1.60)/ 7-8 210((1.603/ 1289((1.253 0.51 8-9 349 1.60 / 1895 1.25 0.58 008 COMP. WR. / TENS. (((WR.))) CSI 2-7 -345 1.25)/ ]93(-'.1 0.06 3-7 -178 1.60 / 8]3 1.25 0.33 4-8 1.25 ]93 -345 % 1.60 0.06 I 4413 1= 0-3-13 2.c 12-3-0 r 12-3-0 1 2 3 4 5, 4.00 4-4 4.00 P U E = ON BUILD9 A IG DIV? sC okj, APPROU 4-111 SHIP 2 0-3-13 B1 B2 W:308 W:308 R:1018 R:1018 U:-225 U:-225 24-6-0 6 7 8 9 4/24/2007 VVHITIVI/VVRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gal Iardo This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer HIO: Dri ve_T-.180407_L00005_) 00001 ® and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer runt ascertain that the loads Dsgn r : NK #LC = 16 VT: 125# HOMEWOOD utilized on this design meet or exceed the loading Imposed by the local building code and the partiutnlar application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.25 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 shall not be placed in any TC Snow 0.00 psf 5nowDu r L=1.15 P=1.15 ® TRUSSenvironment that wiBmuse the moisture content ofthe wood toexceed 19% and/or cause connector plate mnosion. Fabdeate•handle, bWall TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and bmw this teas in accordance with the following sthrdards:'Uoint and Cutting Detail Report' available as output from Trusval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Co 1 o Springs, CO 80907 ANSVrPI 1'• %VrcA V- Wood Truss council of America Standard Design Responsibilities,13UILDING COMPONENT SAFETY INFORMA11017 - BC Dead 12.00 psf 0. C. Spaei ng 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 4%Msconsin53719. (BCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPD is located at 583 Vpofdo Drive, Madison, The Ameftan Forest and Paper Association (AFPA) is located at 1111 19h Street NW, Ste Boo, VMmirinifton, DO 20736. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 (Job Name: Refugio Martinez Truss ID: BF Qtv: 1 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 1018 3.50" 1.50 2 24- 4- 4 1018 3.50" 1. SO" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/999 MEM 7-8 (LIVE) LC 15 L- -0.12' D= -0.15" T= -0.27" CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. OUR. CSI 1-2 -2047 1.25 / 431 1.60 0.62 3-4 1.25 498 1.6600 0.40 -2030 % 4-5 -2048 1.25 / 430 1.60 0.62 BC COMP. WR. / TENS.(WR. CSI 6-7 -350 1.60 / 1894[1.25) 0.58 7-8 -210 1.60 / 1289((1.253 0.51 8-9 -349 1.60 / 1895 1.25 0.58 WB COMP. WR. / TEtB.(((WR. )) CSI 2-7 -34S 1.25 / 193(1.60] 0.06 3-7 -178 1.60 / 813 1.25 0.33 4-8 1.25 193 1.60 0:06 0.00 psf -33445 % 8C 2x4 DFL B1 SL BLK 2x4 OR S ANDARD BSTANDARD PLATE VALUES PER IBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BOLL. Ma use ad vete staples for gable blocks. BUILDING DFS�GNER MUST VERIFY CABLE LOADS! [+1 gable.bracing required 0 58" intervals, Cil exposed to vend load applied to face. See "General Gable Details', 0002065035. 2.: Platingy sppeec : ANSI//ITpps� 1995 TRIS DESIGN IS THE MMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" BN NAILS ARE USED THE GSMUST BE ALVALUES. ERS). PLATING ON GREEN LUMBER 12-3-0 i 12-3-0 1 2 3 4 5, 4.00 4-4 4.00 a -v c.a-y UPLIFT REACTIONS) Support 1 -2225 lb utusssib Thisrridesigned the BC -01 Code. Bldg Enclosed . No, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - NoCategory - C Bldg Lenph a 50.00 ft Bldg 'dth = 42.00 ft Mean roo height - 12.'[0 ft, mph 75 CBC Standard Occupancy, Dead Load . 10.2 psf BUTTE COUNTY BUILDING DIVIS1 A. -PP Vr- t 4-10-11 SHIP 2 0-3-13 B1 B2 W:308 W:308 R:1018 R:1018 U:-225 U:-225 n 24-6-0 6 7 8 9 TYPICAL PLATE: 1-3 �' ��,�e� s ddrledae 8 ('sllowr�ae'Shd� 5 a<�>� S fClktl<71 laces o e. 1 4/24/2007 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gallardo This design is for an Individual building component not tors system H has been based on specifications podded by the component nenufaau er Dri ve_T1180407_L0000 S_J 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assuned for dimennsionW accuracy. Dimensions Dsgn NK #LC 16 WT: 171# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads r : = TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 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 tlrord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom dram is laterally braced by a rigid sheathing material direly attached, urdess otherwise TC Snow 0'.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any enNnon nem that will cause the moisture content of the wood to exceed 19%and/or cause conned" plate corrosion. Fabricate, handle, install TC Dead 9.00 psf Rep Mbr Bind / Comp / Tens 4445 Northpark Dr. and brace this truss in accordance with the following standards:'Jofrd and cutting Detail ReponV available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI 1'. %VrCA V- Wood Tam Council of America Standard Design Responsibilities. 1BUILOING COMPONENT SAFETY INFORMATION - BC Dead 12.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 (SCSI 1.03) and SM SUMMARY SF= by VYTOA and TPI. The Tam Plate fnsinde [Tap Is located at SW Donofrio Drive, Madison, VAsconsIn 53719. The American Forest arid Paper Association (AFPA) is located at 1111 19th SUM, NN, Ste SOD, Washington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Refugio Martinez Truss ID: C1 Qty: 5 BRG X -LOC REAR SIZE REQ'D 1 0- 1-12 481 3.50:: 1.50:: TC 2x4 DFL #1 BC 2.4 DFL #1 Platingg�sppeec : ANSI/TPI - 1995 THIS DESIOL IS THE COMPOSITE RESULT OF UPLIFT REACTION(S) 2 9-10- 4 481 3.50" 1.50" 41E8 2x4 DFL STAND4RD MULTIPLE LOAD CASES. Support 1 -133 lb Support -133 lb BRG REQUIREMENTS shown are based ONLY Q PLATE VALUES PER IC80 RESEARCH REPORT #1607. PLATING BASED ON GREEN LlNBFR VALUES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED OI 1.5" HANGER MAILS FOR ,2 This truss ,s designed using the CBC -01 Code. on the truss material at each bearing MAX DEFLECTION (5 an) 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. 2.5" GUN Bldg Enclosed - No, Importance Factor - 1.00 L/999 MEM 5-6 (LIVE) LC 1 9 n r IF NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY &&ERS). Truss Location - Not End Zone Hurricane/Ocean Line - No Catego - C ry425.00 CRITICCAL01MEMBERFOORCES: -R.30.03" #LC = 15 Wf : 46# Mean Lrooftheight X10. 9eft Ldth- ft ((T= 1-2 659(((1.2533/ 169(((1.6033 0.15 TC Live CBC Standard Occupancy, Dead Load - 10.2 Psf 2T3659(1u25)/169(D1U60) Oa1S Li veDu r L=1.25 P=1.25 HOMEWOOD Is laterally braced by the roof or Door sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise BC Snow 000 psf P 4-S 121 1.60 / 598 1.25 0.22 ® TRUSS noted. Bracing shown Is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content the to 19% TC 5-6 121 1:60 60)/ 598(11U.25) 0.622 9.00 psf Rep Mbr Bnd WB COW. (OUR.) TENS.(WR.) CSI 2-5 / 133(0.90) 0.08 r 5-0-0i 5-0.0 1 2 3 4.00 4-4 -6.00 B1 Bz W:308 W:308 R:481 R:481 U:-133 U:-133 1_&� 1_&O-� � 10.0.0 4 5 6 i,y 8'g111owr�aal�bv6S=.1.1s s e. BUTTE 11 I �UILDING'" D 1iVI S, 1 APP"-'1.0'v"E' 2-5-11 1SHIP 0.13 2007 VVHK/VIIV URead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gallardo design Is for an Individual building component not truss system ithas been Dared on specifications provided by the component manufacturer W0: Drive_T-1180407_L00005_100001 ®This nt end done In accordance with the curreversions of TPI andAFPA design standards. No responsibility Is assumed For dimensional accuracy. DimensionsDs • are to be %erified by the component manufacturer and/or building designer prior to fabrication. The building designer mat ascenain that the loads 9 n r NK #LC = 15 Wf : 46# '"13b:ed on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEWOOD Is laterally braced by the roof or Door sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 000 psf P SnowDu r L=1.15 P=1.15 ® TRUSS noted. Bracing shown Is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content the to 19% TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. of wood andfor cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: John and cubing Detail Reports available as output from Tntswal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSUTP! 1', VJCA 1 - - Mod Truss Council of Ainerica Standard Design Responsibilities, WLDING COMPONENT SAFETY INFORMATION- BC Dead 12.00 psf O.C.Spacing 2- 0- 0 TRU S PLU 5 6.0 VER: T6.5.4 (BCSI wnand eBC a SUMMARY T d by W� and TIMI. The Truss, Plate Institute M is located at 5133 D'onorrio Dme, Madison, FoSHE Paper Association (AFPA) is located at 111119th Street. NW, Ste 1300, Washington, oc 200913. Bldg Code • CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: Refugio Martinez Truss ID: CF Qty: 1 Cust: Bernardo Gal Iardo BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0- 1-12 606 3.50" 1.50" 2x4 DFL #1 Pl atinyy�sppeec AISI/TPI -1995 THIS DESIGJ IS THE C(XMITE RESULT OF UPLIFT RFACfION(S3 ® 2 9-10- 4 606 3. SO" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, Support 1 -149 lb Support 2 -149 lb This truss is designed using the are to be verified by the component manufacturer and/or buildi designer prior to fabrication. The Wtdirg designer mist ascertain that the toads PLATE VALUES PER ICBO RESEARCH REPORT #1607. on the truss material at each bearing Permanent bracing is required (bv others) to THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. Bldg Enclosed . No, I�ortance Factor 1.00 TC Live 16.00 psf MAX DEFLECTION (span) prevent rotation/toppling. ee BCSI 1-03 GIRDERS. IF 2.S" GUN NAILS ARE USED THE Truss Location . Not End Zone TC Snow 0.00 psf L/999 MEM 5-6 (LIVE) LC 1 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. L= -0.02" D= -0.03" T= -0.04" HANGERS MUST BE RE-EVALUATED (BY OfffERS May use ad uate staples for gable blocks. Hurricane/Ocean Line - No Exp Category - C Bldglenggth . 50.00 ft Bid Width - 42.00 ft TC Dead 9.00 psf CRITC TICAL MEMBER FOORCES: BUILDING DESS CHER MUST VERIFY W E LOADS! [fl bracing 0 58" intervals, Coo f 10.19 ft, mph 75 CBC ' (((( 3 -5(100.25)% gable required t "posed to wn nd load.apPlied to face. "General Staandard�Occupanc , Dead Load . 10.2 psf ----------LOAD CASE #� DESIGN LOADS ---------------- BC Dead 12.00 psf 1-2 59(100. �) 0 26 See Gable Details , 0002065035. Dir L.Plf L.Loc R.Plf R. Loc LL/TL BC COMP.(WR.)/ TENS.(WR.) CSI TCC VerTC t 74.00 - 1- 6- 0 74.00 000 - 0- 0 0.43 4-5 -88 8((1.603/ 798((1.253 0.29 7 Vert 74.00 10- 0- 0 74.00 11- 6- 0 0.43 5-6 8 1.60 / 798 1.25 0.29 BC Ven 24.00 0- 0- 0 24.00 10- 0- 0 0.00 MB COMiP.(DUR.)/ TENS. (WR. CSI 2-5 143(0.903 0.08 h 5-0-0r 5-0-0 r 1 2 3 4.00 4-4 4.00 61 B2 W:308 00:308 R:606 R:606 U:-149 U:-149 1-6-0 I 1-6-0 r 10-0-0 4 5 6 TYPICAL PLATE: 1-3 2-5-11 1SHIP 0-U3 BUTTE E COUN I BUIL D IINT� IV'I fra�rrle� a '- s'�n � gsh r . a' s d'r tr w �e . 4/24/2007 14 RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Bernardo Gal Iardo This design Is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer WD : Dri ve_T�180407_L00005� 00001 ® > Dimensions and done in accordance with me current versions of TPI and AFPA design standards. No responsibility is assumed for dimensionalrg are to be verified by the component manufacturer and/or buildi designer prior to fabrication. The Wtdirg designer mist ascertain that the toads Ds nr: NK #LC = 15 Wr: 50# 9 IA /OOD u6laed on this design meet or exceed the loading imposed by the local building code and me particular application. The design assumes that the top chord TC Live 16.00 psf Li veDu r L=1.25 P=1.25 HOMEYY Is laterally braced b y the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDU r L=1.15 P=1.15 ® TRUSS noted. Bracing shown Is for lateral support of components members only to reduce bucidig length. This donporhent shall not be paced in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector pate corrosion. Fabricate, handle, Instal TC Dead 9.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpark Dr. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Treswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 'ANSVTPI 1'. WrCA V- Wood Taw Council of America Standard Design Responsibilities, 13UILDING CCMPONENT SAFETY INFORIVIATI011 - BC Dead 12.00 psf O.C.Spacing 2- 0- 0 TRUS PLUS 6.0 VER: T6.5.4 (BCSI 1-03) and SCSI SUMMARY SHEETS by WfCA and TPI. The Truss Rate Insthute (TPI) is located at 583 D'Onofdo Drive, Madison, VNsconsln5371B.TheAmedranForestadPaperAssociation(AFPA)Islocatedat11111mnStreet,NW,Ste800.Washirgton,DC2oo36. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 V1 mt BUTTE) COUNTY MAY 0 12007 DEVELOPMENT SERVICES J AGRICULTURAL BU ILD ING 1 Exemption:from Permits I,. tftel-of'19, W/ /�✓1�/�� , owner of the property located at (please print) 9 Assessor Parcel /k �®7- , intend to construct an agricultural bui\ding on this property.that is not subject to permits. i., )Agricultural building is defined ast``'follows: .Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, 4 livestock, or other horticultural products. This structure shall not, be..a place of human habitation or a place of employment where agricultural products are - processed, treated, or packaged, nor shall it be a place used by the public. I understand_that.,if_,_I_change_-the=_use�or occupancy.of,this building in the future, that I will be subject to the necessary permits, inspections, and approvals from the Butte County Building Department. . Signature of Property Owner Date a� i�� ��7��i 5 0 7 /,� oe PLO" 151AJ6�� f .. �. r•, ;... =�yY��J^y�+..�i4f:1...,:-;.'�,r.�,.r.,..<:Ys..,,�~c.>:'--�"�'F%"'�'"�'7:r''-�'``''as; COUNTY OF BUTTE w BUILDING DIVISION ; y: - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r. 1 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is; completed. If you have any questions pertaining to this matter, or need additional explanation, " pie% se c tact this officeimmediately. yr.. Datey REV 10/92 -2---7-/ •.T k 1 Datey REV 10/92 -2---7-/ COUNTY OF BUTTE �:7:1 '-BUILDING DIVISION — •'' DEPARTMENT"OF DEVELOPMENT SERVICES C" 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE INNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the.'. -S, above address and should be corrected. Please notice this office when correction.of work is completed. If you have any questions pertaining to this matter, or need additionalexplanation,' ple ontact this office immediately.', S f Date " Z 7 _ Inspector REV 10/92 r Date " Z 7 _ Inspector REV 10/92 s COUNTY OF BUTTE r' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530)"891-2751 7 County Center Drive - Oroville, CA,- (530) 538-7541 CORRECTION NOTICE bWNER PERMIT NO. A routine inspection,indicates that the'fo►lowing violations of butte county Ordinances exist at the above address agd sho6ld be corrected. Please notice this office when correction of work is completed. N you have any questions pertaining to this matter, or need additional explanation, please tact this office immediately. Inspector REV 10/92 a ;ley � a ` .. -,. .: .- c. -a. _s s=^ .c .' _. .. w�.r-•max'-� ., �.�Y 7..�y; - ,. ,t. ..J-. .. -,� .: ,. .. _ .. , C,;•L _ ,.- 77 028-240 034; . 00 30'1354 ,AMERAL;�JOHNf LA'PORTE RDOROVILLE • +, ` � r '� �CONTR: D'&`D�HOMES DEMO SF (INSIDE KIT & BATH) • 2 1 ie' OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT 40. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS rimy ry rA C4/.nit CONTRACTOR'S NAME TELEPHONE., CONTRACTORS MAILING ADDRESS 2243 FLATIEA RI rE xvp bffj IJi - QN L�54i� CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENi E NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS j Plan Checking Fee $ BUILDING ADDRESS 575" }31li<RD.,,Flh'(1 t p' �)S F Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP s PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTUREj fit"' 1olar SF ❑ Duplex ❑ Mobilehome ❑ Other y SPECIFYs ` CEach Trap 7.00 or heat um water heater 23.00 ater piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ 'Installation ❑ Other ❑ ¢ Describe Work: Da90 SINGU ){A:.aLY (inside kit 6. Jath) Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GW 920.00 PERMIT FEE $ h ELECTRICAL PERMIT Filing Fee 20.00 a00VOR LE Main Service 20OA 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 isin full force and effect. License Class ! ' L4:Z Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 /.t Q_L_4 Policy Number (rhe above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 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 comply with those provisions. / J(I X�'lee .L'r`" r Date 2 r Z L, D O _ Signature of Applicant - ❑ Owner\Q0Contractor ❑ Agent / r An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service YOGA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. eLOs. 3.5QFT: ppµRESID. I. MULTIO 'c 97.50 POWEPPAMTUS a SINGLER AOUREr CIR. Ex. Occup. OUTLET OR FIXTURES 20 1.00 811E .SO FLIED A Ex. Occup. our REESID.OF.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD I HD ISSUE. This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab'bve for which fees have been paid. PERMIT EXPIRES ON eta Receipt No. n '� �? S, 9—w- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Butte County Departrnent ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile March 20, 2003 Martinez Refugio 49.17 Virginia Ave. Oroville, CA. 95966 RE: Building Code Violation Location: 7685 Palermo Honcut Hwy, Palermo, CA. AP # 027-240-034 Dear Martinez Refugio: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: - Failure to obtain the required permits, inspections and approvals from this office for repairs to a single family dwelling. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program .which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. erely, Sco Rutherf rd µ~� Chief Buildin Inspector SR: kj cc: Assessor COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03-0885 ASSESSOR PARCEL NUMBER 027-240-034 2ON1NO BUILDING PERMIT OWNER MARTINEZ, TELEPHONE 5 3-4071 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE OWNER cont 4,000 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 7685 PALERMO HONCUT HWY. PALERMO CA. Energy Plan Checking Fee $ $ PERMIT FEE $ 81.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 21.00 Solar or heat pump water heater 23.00 Water piping �_, • 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MISC. REPAIRSI(SHEET ROCK) PER BUILDING LETTER ELEC. PLUMBING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 56.00 WINDOWS ELECTRICAL PERMIT I Fling Feel 20.00 Main Service noon oA .ss 23.00 2_1 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( 6 ACC. BUDS. SO 3.50FT. NEW O9 RESIO MULTI.OLmET 97,50 OWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTLIRES BAL @ �: o Ex. Occup. DU�REOTAP E�SID.DEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ ��x�� 66. 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The 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 forthwith omply with those pr visions. X / Date �C�� l�> Signatu f A icant - Owner ❑ Contractor ❑ Agent An O p mit is required for excavations over 60" deep and demolition or construction�yv� of strTictures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 205.00 HA2. D. FEES IMP FLOOD CDF PARCEL I PD HD S This permit is hereby issued under of the Butte unty Code an indicated eb a ich fees have *By4Date IRES N the applicable provisions Resolutions to do work been paid. 3 Date Receipt No. WHITE-D.D.S.- CANARY -ASSESSOR Id - SPECTOR GOLDENROD -APPLICANT c-oUH i Y OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DITISION ' 7 County Center Drive* Orovilla,, Caff[�0m�ia��,x95965 s, Telephone (530) 538-f5� - PENAT ► o. ed.t?J96) APPLICt-'TIONAND FERMI 1 �c�y psaee �,y BUILDWC- PERIt�IIT sti rr. occ. sUILDwo VAl uknoN sme=CRENMImm ,=T OR emna-= daCIIm/ ADZRR= a (17 arts r.•s HUM LMEOFSTRUCfMM ;F 0 Duplex D 6bblebome O Ober •. ,.� air: s •� %I/A�r *pspj 4iT FEE PUD �>�VY�1 1 ��i►Cli � GV a6� a TO 3O Km zwo COMM r�e�tFia. r�rep�ece , T octal Vabaftn FiTho Fee ?a'mu Fee pwtA mm H=9 ©�id►Q�7� X16m mat 70 lam► io CaI,�iL • 9W DSP. =DRi i C '�3 1�7f D MEW DQl Er. M APPLE Tem Sarver Mobile Horne Fumes Mir 1'�rum PER?= Fm S JABO MCAL PERMIT H C�Sme _ Fee I 2 D. DD S.>o r�r e Horne hsdmns5on Feey h�spe_-bon Fee "r--` r� TOTAL FEE $ "A -?-d F. W I 1--=D -DF PAR:=WIMS Wm petmH is hereby issued undar tie appb-mbie prnsiars of Ilhe Huft County Cade andior Rea-7iufi=3 b dD work umncabd above bt whi.h lies have been paid 3y `rE?PdlfT r?I�=S mid D=tn _� 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. 01- I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES`, k NO ❑ CZ. I HAVE ❑ HAVE NOT,01signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: l NAME: Mlzim CITY: ONE: CONTRACTOR'S LICENSE NO. 4. I an to provide portions of this work, but I have hired the following person to coordinate, su �rvise, and provide the major work: 5. I will prc the work NAME SIGNED: CONTRACTOR'S LICENSE NO. some of the work but I have contracted (hired) the following persons to provide . 1 ADDRESS PHONE TYPE OF WORK PROPERTYOWNER: ASCUY L E DATE:- 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. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments 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. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under 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 perform 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 contractors 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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification' on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, A Mc el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER E. RESIDENTIAL 93-2025 02?=24-0-034 93-2025 WIMBERLY GEORGE 7685 PALERMO HONCUT HWY, ORVILLE fi • CONTR/ BAGGETT CONST } REPAIR FIRE DAMAGE SF Y T lei1 i a t kr V . i )'JOB FINALEDate) t,;((Signature V= OK O=Not OK Not = Not Ready MOBILE MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch). �= 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete` 6. Gas; Location -Teat -Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG o 7. Well Clearance & Disconnect & Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s j 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector, 4. Electricity; MH Teat-Cross6ver6-9reakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Teat -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs -Connectors Shthg: Rig: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (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. Distances-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-Penelboards-Ins. to Mein In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s L-1'6-. Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection 18 V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection y,---23 Alec. Receptacles Spacing -Lights & Switches at Doors Il14. Size Boxes & No. of Conductors -Stapled 1,/25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water (_Z. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32.thes Closet Light -Shower Light -Spa Light 3. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 3 ndensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s L, 2 .^'tts, Proper Material & Anchors s Studs -Nailing, Spacing & Bracing -Plates -Sound B ring Walls over Girders & Floor Nailing Draft Stop in Wells (ret proof) e Stops; Furred Ceilings -Stairs -Chases -Tub I 4. Headers & Beam -Size & Bearing D/Initials__----FRAMING (Continued) Qk angers -Post Caps -Anchors -Connectors 6. g. Joist-Rftr. ties- Puri in -roof Brac-Truss-Shthng.-Rfng. 4 eplace Ties or Type A Flue -Fireplace Throat clearance 48. ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions ...i.-SOr.Garagq Fire Protection Framing Line Firewall & Openings Doors -One T -Check Garage -3rd Story, 2 Exits "Width -Headroom -Rise -Run -Landing -Fire Protection n Roof Overhang -Attic Vents -Rafter Outriggers .j_.&&. -Nailing Veneer 56 4t�rrn Mash -Drip Screed -Fd. Vents-Underflr. Access 57 GLa&4.s "rea-Glass Protection -Skylights -Plastic 5116-ShearWalls: Nailing -Bolts 59. Insulation -Walls -Ceilings o -Walls-Win ows Date/Initis 61. il�oke Plans OK except #'s xt. Steps -Door & Sidelight Protection -Landings Detector . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection Bedroom Exitina & Bath Fixtures & Tub Access -Spa 66. Else. Trim & Subpanal; Breaker Sizes & Labels face or Stove; Clearances -Hearth Outlets at Wood Panel; Int. & Ext. A. & Appliance; Grnd: Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter is Fire Door; Swing -Landing -Closer 72: -A -e Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection L�7YPIb., Elec. & Mach. Equip. Listed for Location e . Receptacles in Garage; (G.F.I.)-Romex Protection 77. I ulation-Foam-Looked in Attic es ai &Deck Construction -Post Caps nybuffrd ;On. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes wing instld.; Driwe ❑w; Walks ❑Yes - _40,Planters ❑ Yes ETJo ��3-8tvcco; Brown -Finish isconnect, Electrical, Plumbing 8, 3. �Leats-prove Roof; Plbg.-Appliance-Fireptece: Clearance to 'l/ Openings er-Well; Disconnect, Electrical, Plumbing erior Elec. Trim; G.F.I. Receptacle-Underground ntilation Throuahout House from Previous Gas -Electric X90 -,mater & Sewer Connected -C/O to Grade -HD Approval /\ I ep'f. trt9igy Compliance Certificate -Other Certificates COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 55965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERM 0 ASSESSOR PARCEL NUMBER 027-240-034 ZONING A-9 BUILDING PERMIT OWNER George WimberlyContr. TELEPHONI;;. SQ. FT. OCC. BUILDING VALUATION Est. 30,000 OWNER'S MAILING ADDRESS 7685 Palermo HOncut Hwy., Oroville 95966 CONTRACTOR'S NAME Baggett Construction TELEPHONE 722-4421 CONTRACTOR'S MAILING ADDRESS 7595 Barid WayCitrus Heights 95610 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 30,000. 0 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $242.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $997-50 PLUMBING PERMIT FilingFee 15.00 7685 Palermo Honcut Hwy-, Orovillp Each Trap 2 5.00 10.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 1 7.00 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New❑ Add itionLJ Remodel❑ Utilities❑ Installation❑ Other Describe work: Repair House per Fire Damage ,sme e.>1'-(c�+� Permit Fee $ 32,00 Contractor New Sheetrock, siding. Misc Wiring. Replace Misc ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 Main service 20CATO IOOOAI 37.50 CONTRACTORS LICENSE LAW Origina pans I declare under penalty of perjury (check one): specs I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions de and my license is in full force and effect. y�l� / � License Ao. ���� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. I 3.6Q sq.ft. NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC ITS @ 5 00 POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 760 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.! 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. byirin g 1 15.00 15.00 Permit Fee $ 30,00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject Jam' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 15.00 Heating Wall Cooling g Hood 1 6.50 6.50 Ventilation Permit Fee $ 30.50 Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, Ludgments, sts, and expenses which may in any wa accrue agai s aid n y i nseq nce of granting of this t. X ''��--��}}�� Date Signature of Applicant — Owner Contr cto Agent An OSHA permit is required for excavations over 5 0' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 350.00 HAz DFEES IMP FLOOD CDF PARCEL PD FID ISSUE This -permit is hereby issued under the sio o the Butte County Code and/or rk i dicated v or which fe r /7 DI T OF PUB C P ERMIT EXPIRES Date applicable provi- resolutions to do have been paid. ORKS Receipt No. 143445Dat"e- WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 0 TOM ENGEL DEVELOPMENTS, INC. CALIFORNIA CONTRACTORS LICENSE #419797 P.O. Box 1436. Roseville, CA 95661-1436 (916) 786-2064 / (916) 969-6191 THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: TRACT //QQ ) I LOT C� /� STREET �C�U ✓ /" ��/7�� /VC&,ukITy EXTERIOR WALLS: MANUFACTURER THICKNESS s R -VALUE CEILING AREA BATTS MANUFACTURER ",_ THICKNESS /n R -VALUE J CEILINGS: BLOWN IN MANUFACTURER THICKNESS_R-VALUE SQUARE FOOTAGE NUMBER OF BAGS USED FLOOR AREA- MANUFACTURER REA MANUFACTURER THICKNESS_R-VALUE EXTERIOR KNEEWALL 3/Ae MANUFACTURER L ' THICKNESS R -VALUE INTERIOR KNEEWALL: MANUFACTURER THICKNESS_R-VALUE APPLIED CAULK & SEALANT TO ALL EXTERIOR OPENINGS & PENETRATIONS YES_ NO GENERAL CONTRACTOR CALIFORNIA CONTRACTORS LICENSE # DATE SIGNATURE INSULATIO. NT. SIGNATURE TITLE DATE CQUNTY,OF BUTTE BU9LDfN DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 3 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact t is office immediately. Date —/— ?-3 Inspector REV 10/92 'fi ..-.. -..--rs,.,.�.-."--,"•�...: �- ..."'-^vim.:."""`"'„`YY'�lv�..:-wa.,.•''^'.'�"`Y"7'"'i�"":4�:5.�t'[''ac*1r'v'i,,.cn•t-c}:�c��..'�.,.i- 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE nuiuco PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need'additional explanation, please contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER `�o• APPLICATION AND PERMIT ASSESSOR PARCEL NUM BER 027-24-0-034 ZONING A-5 BUILDING PERMIT OWNER . GEORGE WIMBERLY TELEPHONE SQ. FT. OCC. BUILDING VALUATION - OWNER'S MAILING ADDRESS 7685 Palermo Honcut Hwy, Oroville 95966 CONTRACTOR'S NAME Ba nett Construction TELEPHONE 7224421 CONTRACTOR'S MAILING ADORESS 75 5 Baird Way, t e ' h Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee p original $ 121.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 141.25 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CX Duplex O Mobilehome ❑ Other Rarnai r Fi ra nanaoa sPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other El X# Describe Work: 1��-t 2it2tl��,/��8�� PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( a ACC. BLDS. ) SO 3.5C FT.'NEW CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B2L @ 1.00 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's ' Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to ante) upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD HO ISSUE 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. By Date PERMIT EXPIRES ON 6/28/95 (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r VIOLATION TYPE: BUILDING HEALTH PLANNING COMPLAINT• ' CAUTION• Yes No PERMIT HISTORY ON FILE: NONE AS FOLLOWS: FIELD INFORMATION: ti TENANT: Address: Description of Violation: - BUTTE COUNTY OTHER COMMENTS: — DEVELOPMENT SERVICESeempl^ at_rrt Form. Approximate Building/Mobile Home Age: Complaint .Date: p � �� 7 A.P. # �1 (/ o� � ' 2 / � �3 y Owner: G IYl S U Zoning: •AG,& Built by/for: Present Address: Y is rVV Ll mro ( olujupervisorial District: l^<7 9 Taken By: Written Notice Given & Atthed� Person Contacted Describe Action Taken: 2:) iV P44p� Location: rr� VIOLATION TYPE: BUILDING HEALTH PLANNING COMPLAINT• ' CAUTION• Yes No PERMIT HISTORY ON FILE: NONE AS FOLLOWS: FIELD INFORMATION: ti TENANT: Address: Description of Violation: OTHER COMMENTS: — Approximate Building/Mobile Home Size: f Approximate Building/Mobile Home Age: Under Construction Built by/for: Present Owner Previous Owner Occupied Has Power Has Gas r Has Sanitation Facilities Written Notice Given & Atthed� Person Contacted Describe Action Taken: 2:) iV P44p� rr� ACTION RECOMMENDED: Information Only, File Hold for Days 30 Day Letter Complaint Unfounded 10 a Let r Othe By: Date: u COMPLAINANT: ADDRESS: PHONE NUMBER: OTHER COMMENTS• r r r SPECIES 4 GRADE I1AX• 0/A SPANS --------------------------- 2X4 T/C 2X4 B/C 0 0 U G L A S F I ------------------------------------- R— L A R C H 0•S.STR. tic -Is 38'- 4" M'- 9" O.S.STR. 37'- 4" 8'- 9' SEL•STR• MC -15 36'- 7" 8— S- al DENSE HC -IS 37'- 0" 38'- 9" SEL•STR. 35'- 8" 38'- 9" ■I'DENSE 36'- 0" 38'- 9' ■l MC -15 35'- 3" 38'- 9" •2 DENSE nC-15 34'- 6" 38'- 9" ■1 34'- 3" 38'- 9" •2 DENSE 33'- S" 38'- 9" ■2 MC -15 32'-10- Q.,. 38'- 13- m2 ------------------------ 30' -Il" IT8'- 9" n E n - F [ R • -------------------------- SEL•STR. 32'- 6" T8'- 9' ■1 30' -IL" 38'- 9" °2 ------------------------------------- 27'- 6" 34'- 2" S P R U C E- P I ------------------------------------- N E- F I R SEL•STR. 31'- 3" 38'- 9 - ■l 28'- 3' 35'- 6- -2 ------------------------------------- 24'- 9" 31'- 1" n S R (FOR SPECIES ------------------------------------- LISTED ABOVE ONLT1 2400E-2.OE 38'- 9" 38'- 9" 22SOF-1.9E 37'-I1' 38'- 9" 2100F-I.3E 36'- 9" 38'- 9" 19SOF-l•7E 35'-10" 38'- 9' 1800F -I -GE 34'- 8" 38'- 9" 1650F-1.SE 33'- 7" 38'- 9" - ISOOF-L•4E 32'- S" 381- 9" 1450F -1•3E 3I'- 7' 38'- 9" H E B n E n 8 E R 5 (EQUAL OR BETTERI -------------------------- 2x4: •3/STUD S -P -F WEB BRACING REOUIREMENTS WEB NE8 WEB MAXIMUM SPAN NU ONE SIZE GRACE- OF TRUSS WITH& BRACE BRACE 2 2X 4 •3/STL•0 S -P -F 28.11. 30' 9` TOP CHORD SPLICES: TS -I 2445 TO 36'-.7` 2460 TO 98'-.9' ' BSTI CHORD SPLICES: ``'ti\A�e&IaJq�`, .� Tofu 2460 TO 27'- 1' `' Rr ~ 3245 TO 31'- 3" J`� 3250 TO 3S'- 9' ` �( and ¢ 4060 TO 38'- 9' r_. _ NOTE: 1X4 CONTINUOUS LATERAL BRACING ATTACH- ED TO T.fE MIDPOINT OF NEB W1IN TWO BO NAILS WHERE INDICATED BY I.). NOTE& LOCATEINTER-PANEL SPLICES AT 1/4,-ANEL LENGTH ./- 12'. Zg� 5ymm IBOUT f T 3245 TO 36'- 7• 4045' TO 38'- 9` PLATE ROTATED 90 DEG. l ,T� yyN �S:P I E 246W110' ) Ap 2475 TO 38�'-�i 9• :f IS TH! RESP1nSrBILlrf OF OTHERS fJ RS CERTAIN TART THE LOA09 UTILIEEO ON TMlS OE9rUN MEET OP EZCEE7 rHE •C tunl D•.II CJn03 Inf:.SED B& IN "rRUC:UAE nnD luf llvf lUK, InPn;;fa Hf THE LOCI, NII LO1 Nr: -noF uR NI, P MAX. SPRN COOS SPgCINO OOfE rCPL CIInNI1C ACfOPO4. ND PESPUNSt9ILLTr lS ASiUNEO FOR OIrEN91ONRL ACCURACY. VERIFf FILL 61MCM3l0NS PRIUP "0 PABE:CAT16N. FA8,Fi ;, On SHRLL 'OUALIrT LIVE (s 38'-9 •Q" UBC 2'i" Q 8/23/89 CoMPL! WITH THE CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE TP(1 ANO THE tRUSWAL tRUSCOM LORD.... •Q....r. •(, navUAL. C3nMECtOR PLATES SHONN RRE TRUSWAL Ili. t8. OR 20 OACE AS SPECIF(E0. =LArES SHRLL BE RPPLIEO TO 83:M FACES OF THE TRUSS Ri EACH JOINT. ALL TRUSS JOINTS Sngll BE T[OHT DEAD LOAD .... • O '•�''• T R U S H A L FITTING =vD All PLITEi 'HALL 9E FUILT E.tBE10ED. PERSONS E•REC1[HD TRUSSES RRE EJa°DING TO SEER PROFESSIONAL RREFER CEILING 0•L.• t O . O..... EVENTJNED tErP00 EF.ECtIOv BRRCiNO wH([H IS RLAAT9 REOUIRE7 TO PREVENT TOP°LIMO Rn0 'OOM(NO[NO'. REFER "0 'B: RC(NJ "100 t1USSES& CO��EN:aar aN0 RE CCMME90ATIONS' 1TPI1. ONLY LATERAL BRAC NO REQUIRED OF IHO:r[Oukl TOTAL 4 Q Q.,. SYSTEMS A T R U S W R L S T A N D R R D ROSS nE MBE?S [9 NJ TED ON TN(9 OaaW'N �. THE tlP CHORD IS RSSUMEO TO BE LATERALLr BRACED BT 9HERrM:NO JNLESS 7tHERN:SE SrArfo. THE 80trOM ■ • CNOR3 19 ASSUnEO t0 BE LArEPALLT BR RCEO (F RIOIO CEILING nnrERlAI I3 ATTRCHEO '.IP•CTIT TO THE BOTTOM EHDP.D. OFME.RWISE. LATERALLY OR CE THE BJtfOM CMDRO Rr LrfERiRLS NOT E.tCEE0IN0 IO' -0'. rRu55ES SNAIL NOi BE Pl �[EJ IM Rcn Ew lROvnE Nf THAT wRl CRUSE THE n0I9rURE CONTENT OF TME N000 TO EtCEEO l9z aU0/OR CRUSE COn NEC TOP. PLA:E CORROSION. CAMBER. NHIUI 19 NOT R STRUCTURAL REQUIREMENT OF THE TRUSS. MRT BE Jrll f:C7 i0 na INTAIN UNIFORM CEILIN3 ME(OnT RMJ PROPER RPPE RIiPNCE. WHEN OES:REO. Can6Ek I9 BEST OETERn[MBE 'T JL9:C tOl'! APfIICAr (ON OF ErPER(E:rCE R40 THEREFORE IS OUtSIOE THE SCOPE OF RESP ONS18ILttI OF TRUSm A&_ • S PSF CEILTNO REOVCrION 2 5 2 DURATION TLINO faTOR 8925 STERLING ST. SUITE 150 IRYI NG. TX 75067 }. p T-38 1 — 3V -4-40* 4/4 4/4 ' ' ' l- u�,' RESIDENTIAL 27-24-34 358-90B,P,E,M WIMBERLY, George 7685 Palermo.Honcut Hwy; Oroville (new sf on exist fndn) <su: t 1� 7. i JOB FI Slgni I I/ — Address OFFiCF COPY i I GAS Meter ay Mete CTR/C BY Date Dai f: owner: 1 T� Permit No. E N F R C Y CERTIF ICAT ION 7585 Palermo HoncuttHwy,Oroville, Ca._ _� LOCATION A. P. No. ROOF Material Thickness (inches) DESCRIPTION OF INSt11ATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL Material Fibera)aS att_s Brand Nam [)Weis -Corning Thicknese(inches) 3?" _ Thermal Resistance(R Value) R1_ 1 _ CEILING ' Batt or Blanket Type Brand -Home ` Thlckneae(Inches) -_ Therinat Resiatance(R Val) Loose Fill TypeEiberglass Brand Name_ Qwens-Corning Minimum Thicknesi(Inches) 84" Number of Bags 12 Wt. per beg _35 1b. Area covered(ft. ) 1230 Thermal Resistance(R Value)_ R19 FLOOR, ELEVATED Material Fiberglass balls Brand Name Owens-Corning Th ickness(i.ncites) 61j __ 'Thermal Reslstance(R Value)_ R19_ FLOOR, SLAB listerlal — Brand Name 'Thickness (incites) Thermal Resistance(R Value) Width(inches) _ FOUNDATION WALL. Heterial Brand Name Thickness(inches) Thermal Reeietance(R Value) I hereby certify. that Lite above insulation was Installed In the above building in conformance with the State of Callforn� a Energy Requirements. 1 Loerke InsulaL.ion C FM WdiF /( NE SIG TITRE OF INSTAH A'rI ON APPLICATOR 499150 STATE CONTRACTORS LICENSE NO. I hereby certify the above Insulation and all required items as shown on the cBuilding Department approved plans and attaclunents have been installed as (t required by the State of California Energy Requirements. All equipment, devices and materials are of the qualit:y.prescribed or are specifically approved by the State of California. It FIRM NAME/OWNER (Please print) SIGNATURE OF GENERAL CONTRACTOR1014 E'R STATE CONTRACTORS LICENSE 140. DATE THIS CERTIFICATE MIIS'r BE ON F11.E WITH TIIE BUI.I.UING DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAI. AND A COPY SIIA1.1. BE P09'1'ED WITHIN THE BIIILDING . '1um1ary 19811 %1 OK - ay O=Not OK Not = Not Readyable MOBILE HOMES 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. - / /"Nat. or/ /" L"ft./ P'LPG 7. Utility Clearance ; a s 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. Electricity; 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 N V 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rig: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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, Distances-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not OK - =Not Applicable RESIDENTIAL (Single & Duplex) = Not Reay Date UNDERFLOOR (Plans) OK except #'s It 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Pier Fireplace Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Ga ' e; Size -Anchors Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date ��%y�j Card B-1% Date Card B-1 Date Card B-1 Date Card B-1 Date P UMBING Permit OK except #'s ater Htr.; Vent -Access -Combustion Air -Baffle trif Water Pipe; Test & Anchor -Nail Protection loll; D.W.V.; Test -Fittings & Anchor -Nail Protection 1 r an; es , irst Floor -Tub Access L,u_i est u hower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date / Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fjhlure & Transformer Clearance -Ins. Protection c. Receptacles Spacing -Lights & Switches at Doors 4. S' Boxes & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech. Fastners-Bond Gas & Water 7. 2 Appliance Circuts in Kitchen & Conductor Size/GFI u feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes O No QM2ervice-Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. lothes Closet Light -Shower Light -Spa Light 3. Smoke Detector Date Card B-1 Date Card B-1 Date _T Card B-1 14Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA"G (Plans) OK except #'s lal'Si roper Material & Anchors IIs Studs -Nailing, Spacing & Bracing -Plates -Sound . Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 3. a Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) H gers-Post Caps -Anchors -Connectors CAB'C(ng. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Ring. e A Flue -Fireplace Throat clearance 8. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 Framing 51 12,�pperjv ewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits - ea room -Rise -Run -Landing -Fire Protection 54. wood on Roof Overhang -Attic Vents -Rafter Outriggers 9,515 Siding -Nailing Veneer 56 SU� Mesh creed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic, 'ng -Bolts 17 59. Insulation -Walls -Ceilings -0- /i7 0&1 60. Infiltration -Walls -Windows Date q-6/ Card B-1 Date Card B-1 Date 9 -9-9J Card B-1 M 4 Date Card B-1 Date FINAL (Plans) OK ex pt #'s & Sidelight 9'B2. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In G loor-Ducts-Mech. Protection Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ai s nces-Hearth --T c. Outlets at Wood Panel; Int. & Ext. 0. Kit.F'xt. & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter -?P. Garage-Phu-15cm; Swing -Landing -Closer r-'-rage-Damper 74. tr. Htr.; Vents -Clearance -Co - nn for P.R-. . In Garage; Above Flo ech. P o Plb., Elec. & Mech. Equip. Listed or ocation c. in Garage; (G.F.I.)-Romex Potion 77. Insulation -Foam -Looked in Attic es ruction -Post Caps dn. Vents & Crawl Hole Door-Drainaa od-Earth Clearance Looked under Floor Yes 80. Following instld.; Drivp ❑ Ye ; Walks ❑ Yes o; Planters 0 Yes 81. 82. A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; PIbg.-Appllance- Fireplace. -Clearance to ,_,lpenings 84. Water Well; Disconnect, Electrical, Plumbing 5. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection C ections from Previous Inspections as Test -Meters Tagged; Gas -Electric Wter & Sewer Connected -C/O to Grade -HD Approval "jEnergy Compliance Certificate -Other Certificates Date 3 Card B-1 Date Card B-1 Date Se) Card B-1 29 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE S WNER r— PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office i Date �`o� J ` 7 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ffiTER — PERMI1 NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when c rection of work is completed. If you have any question pertaining to this matte , or need additional explanation, Rlease contact this office immediately. J G ;J 'COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califorra2a 95965 - Telephone: 916/538-7541 APPLICATOR AND PERMIT PERMI �0. ASSESSOR PARCEL NUMBER 27-24-34 ZONING BUILDING PERMIT OWNER Geor e Wimberly TELEPHONE 534-8843 SO. FT. OCC. BUILDING VALUATION 1232 R 43 120 OWNER'S MAILING ADDRESS 7685 Palermo Honcut Hwy, Oroville 95965 JL On existing foundation CONTRACTOR'SNAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace mas 2 500 CONSTRUCTION LENDER None UNKNOWN Total Valuation 1$45,620 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 265.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 132.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 7685 Palermot Hwy. Oroville Permit fee $ 397.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 5 2.00 10.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 1 5.00 5,00 Mobile Home S I G I IN 10.00 e TYPE OF WORK New [R Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: (Replaces Fire Damaged) 2 BR _ Permit Fee $40.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.30 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification 2'-1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1,a (Sec owner, am exclusively contracting with licensed contract- ors7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oR ADDNSCONST. WEACCLLIN GOCCUP.&) S. 21/20sgft 30.$Q NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. EOp OUTLETS OR FIXTURES Ex. Occup( 20050t SALO 30 FIXED Ex. Occup. OUT LE Ex. PRESID )RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 53.30 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. E] I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Wall Furnace _67 Do- 70,000 Cooling g Hood 3.00 Ventilation 1 3.00 13.00 Permit Fee $22.00 Contractor I 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 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstPD all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date 2 `G - if ff' Signature of Applicant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30,00 occ CONST TYPE TOTAL FEE $X42,180 HAz cuA PARK SCHL FED PA HD I s This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMS XPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Z- Receipt No. 52-6-42 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OP BUTTE - DEPARTMENpT OWPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE- UROVILLE, G.4&!;ORNiA 95965- TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET _ Permit No. ..�. OWNER Proposed Building Use A. P. No. 1 Building Inspector Date e . 1^ n R . t A At time of permit application, I was advised the following data mus a submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED / 1. All items have been submitted . .................................... 2. Plot plans in • p Icat triplicate, signed by preparer oPplans ........ t 3. Complete plans in iuj"il"ca'te triplicate, signed by preparer of plans .. 4. Complete eand calcs, WiT we signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. 8. Engineered truss details and layout in duplicate (required prior to plan check) .9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from e0tft ; tie Health Department r" ` 15. City of Chico plumbing permit ..................................... " 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning, approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW riveway permit (construction approval required prior to occupancy) 2 -Inspection for required Pre-Inspec. request ,qQ Building Inspector i (Date) 21. Contractor's license information (No., Na a Style, Classifications ... r 22. ?Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 014 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. `Letter of si.gnature put rizatign .-...... ;, ,,,.. ................ ~ AA _ Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. I ` 0ther0&('44X�z,_�kl /1 C,�JLL Appl ica Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: Date ?- / o t suance: (Circ! item not checked above). Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by Date 2'-2-6Plans approved by5z"5 Date _ Sets of plans on hold in File cabinet AP folder Copy—DPW G e TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance ---a Owner Location l�w� AP# Plan Approved for: Sewage Disposal �^ Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for �' bedroom a home. Other NOTE *** Date Sanitaria 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F.-, DUPLEX & MISC. ONLY) 4_1 Bldg. Permit #OWNER �/L% / %%% r A.P. GENERAL -�! Zoning requirements: (sideyards - /Valuation.. Plans signed by designer. Energy Design and Compliance. 5. Existing violations on property. Items on data sheet. and number of permitted living units). r PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. - Grading, fills, drainage. Flood hazard. .-6-.- Special conditions on -creation map or compliance document. fi7. FAU & FAS road setback. FLOOR PLAN Komplete to scale plan with dimensions. ired windows for light and ventilation (Sec. 1205). -� Required windows for second exit (Sec. 1204). 1Skylights (Chapter 34 & Sec. 5207). (01 Human impact glass (Sec. 5406). ` ' 6. Required room sizes, ceiling heights (Sec. 1207). _ /GFCIs in baths, garage, and exterior outlets (Article 210-8). "K Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. -I'T.-Garage firewall, door size, and closer (Sec. 503(d)(3)). -kT'.1 - 3'0. exterior exit door (Sec. 3304(e)). t2 -'-Fireplace and wood stove location, alcoves, and clearance. -1-3----Smoke detectors (Sec. 1210). STRUCTURAL DETAILS /1�Foundation plan complete enough to construct building. --2 Floor construction details complete enough to construct building. -.3! Elevations and wall construction details complete enough to construct building. - Roof construction details complete enough to construct building. _--5— Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR .Stairway details: landings, rise and run, head clearance, handrails (Sec.,_3306). '27—Guardrail details (Sec. 1711 & 3306(j)). y _3 --Brick or stone veneer (Chapter 30). ' 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). l Rafter ties or bearing ridge beam. arage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on garage side in luding supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). 44 Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. 0.se requirements on duplexes. dobe soils - special foundation design. — Retaining walls requiring design. U usual shape, size, or split level house requiring lateral design. . Fla hing at all exterior openings. G � door /__S �QCG 1> 60 il2h�d .2UIoC �.3 � ���� I ys J1.0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSE SOR PARCELNU4ER ZONING BUILDING PERMIT OW R kylber (,(&-/Y) N P r� 1,1�, vY/ TELEPH E SO. FT. OCC. BUILDING VA -UATION ^lea III /�JJ_�Ci�� V A I N CJ�A D OL © � � 10i` ✓V {^�yII /L ` T v Q 1 CO TRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace s, �,-v CON RUCTION LENDER yl 0 -Filing UNKNOWN Total Valuation Fee 5 10.00 LENDER'S MAILING ADDRESS Permit Fee $ J ARCM, TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2 Energy Plan Checking Fee $ — ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9-C) M IQ Permit fee �� ' / 1 $ V PLUMBING PERMIT Filing Fee 10.00 11 Each Trap 2.00 /'o y`0 11 j (�- Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 -� Each qas water heater or vent 5.00 ✓ USE OF STRUCTURE SF� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home IS G 4V 10.00e TYPE OF WORK New N Addition �Remo yfel ❑ Utilities ❑ Install@Ition❑ Other Describe work: l C- i �V Permit Fee $ Contractor v ELECTRICAL PERMIT Filing Fee 10.00 o Main service eo^v OR LESS- 100 AMP OR_LSS 10.00 �^ Main service EA. -ADD -L 107 AMP 2.50 / = CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as th'e owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ i am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ACDNS. ACC. BLDGS. hQsgft , NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CRC ITS 12.50 ea /POWER APPAIRATUS & (SINGLE OUTLET CIR. ( Ex. Occup\OUTLETS OR FIXTURES 200300 eALO 30 "ED APLNS. Ex. Occup. OUTLETS PIRESID IREA.) 2.00 Temporary service 10.00 Mobi.le Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building DepartmentDC a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor . MECHANICAL PERMIT FiIingFee 10.00 Heating 141AL 100L) Conlin g Hood 3.00 Ventilation permit Fee $ Contractor I 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 authorize representatives of the Countyof Butte to enter.upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs• and expenses which may in any way accrue against said County inconsequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL TOTAL FEE $ $ 2 HA2 CUA PARK L I FLD PAR Po Ho ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date sd Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. P14K-INSPECTOR, GOLDEHPOD-APPLICANT I Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ,9" :-`Q 4'636 _..� FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County. Code r requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is ad'acent • cam` P P Y J to land or included within an area zoned`90-004636 Rec Fee 5.,00' for agricultural purposes, and residents ;; - Check` 5:00.' of this property may be subject to incon- Recorded veniences or discomfort arising from the `*= Of.f ick al: Records .�.� use of agricultural chemicals, including,'' County of `r but not limited to herbicides, pesticides, Y' Butte_ 1 and fertilizers; and from the pursuit;.CandaceJ. •Grubbs' gryj P' Fti, .' of agricultural operations including,M1=:,Recorder•', `•.. but not limited to cultivation, plowing, g;40am:. ,5 .Feb -90 ��• ,.BG; : 1, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience. or disconform from normal, necessary farm operations. All that Ireal property situate in the County of Butte, State of California, described as follows:---- Lot ollows: - Lot 1 in Block 129 of Subdivision No. 3 of the Palermo Citrus Tract�� '- • according -to -the--Of f icial-Map -thereof t__filed`in-the-office of""the-Recorder , ' of the County of Butte, State of Calii'orniaY on the ,2nd day, of January Date: Sy PROPERTY OWNERS: State of SS. County On this the S*`= day of�P�� 193D , the undersigned Notary Public, person all appeared - before me, Sa®m®®®®®®ae®®�s®®a'®®®®® - I © Personally known to me. ® Proved to me on the basis ® DONNA CROSBY ® of satisfactory evidence. e ® a� NOTARY PUBLIC -CALIFORNIA tab be the person(s) whose name(s) iS ® Butte County Eibscribed to the within instrument and acknowledged that ® My Commission Expires Aug. 3, t 992 the same for the purposes therein contained.- IN WITNESS EREOF, I hereunto set my hand%and official seal. ' Present A.P. No. - - _ Notary Pub c END OF DO.CUMF;mT a c a �211-os her' ivy f�`S jct f� �cs1�i►� ues'�/'Ons a�©L4 q qq,, V U % PaV i vl -t-AS AN Oh ICIP L4✓`� �/`/rpte,��t a � fE Y, �. bOu�e ex 1u;M�� that �-� /� �o�e�ty IS on I �ov��c� �o r- 1 d �e /�; ,�— h e- wo �c1 Y 1 c�// h cE S P C i a CA u t D ►^ i Za i d �2 7�0 ce /4(.c1 !'1't 8 f a V\ Fs �& O/ die k �o pja (V M2 Came bc(r-k /ct fF i Q r of (A 4-bat w eju+ h 0. (9 vi le le'l ,� FC ct u s 0 h(-' 141a uS t u OWNER'S NAME: PERMIT NUMBER: ,1 -� RECEIVED h.. DATE A-/ c�o[ "� A.P.-#: [RESIDENTIAL' T---------- ❑ NON RESIDENTIAL RECEIVED BY TIME /0'00 REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEETREQUESTED BY PLAN CHECKER ❑ OTHER 1 �- ---------------------------------- REQUESTED BY CORRECTION NOTICE ❑ YES ❑ NO ITEM: —---- LOCATION IN BUILDING WHERE CHANGE OCCURS: ----------------- WHEN APPROVED, PROCESS AS FOLLOWS: — — — — — — — — — — — — — — — — — — — — — — Mail to owner (Address) Mail to contractor Call Name and Address) and hold for pickup at Deliver with next inspection. $15.00 office. REVISED PLAN CHECK FEES PAID: $30.00 ` Additional Fees Not Required I �� J ' �' s a� _ .` �j 1 w. 'jU ~ � 't i� .... .. .. . 1 �. .. I� II If .1 I i ii ......-.. ._... i I ter............... ----- _.._. _.�...,._. __... ,.._., i..._....._._ ...............�.......... .�.. I .. it r� -� :� ,� :, .� �� � �i } � -. ... . `. E ..� .__. { 'I �� u� �� CORN of G e T PAGE C-72- OF CDF / BCFD DAILY INCIDENT LOG %%� � QAY/DATE FROM 0800 DAY/DATE TO 0800 O -e / SAVED: OTHER EQUIP: MEDICS LAND USE: ACRE/TYPF TnTAI OWNER/TENANT WRA O R.P. B.I. MISC.: yr Mmut: SO WT DOZ CREW AA AT HC SAVED: OTHER EQUIP: MEDICS 1 AKIM 1ICr 0 OWNER/TENANT WRA R. P. C a / /n B.I. MISC.: JAVEU: OTHER E UIP: MEDICS LAND LJ -';F- A f-nr irvnr eount* a Y.J�W& OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: ADDRESS: 7685 Palermo Honcut Hwy CITY & STATE: Oroville, CAS IMPORTANT: SEE INSTRUCTIONS DATE OF CLAIM: MArrh 7, 1990 ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT r` Own. eT has Ldecided not to do work. Permits #:2.6T4L`90BPE, #=2�90B, 32,18-89E P#27-24-34, Receipts #58571 & 48066, dated 1/29/90 & 9/25/89' i I �I Permit #264-90 Total Fees Paid ------------------------ Retain Plan -Checking Fee --------------- $15.00 -. Plumbing Permit Filing Fee------ 10.00 lRetain I Retain Electricai Fermiti ing Fee---- Total Amount Retained on Permit #264-90----------------- 5.00 _ 5 i _T0TT=FUND DUE ON FERMil --------------------- ------ Permit #265-90 Total Fees Paid ---- -----=-------------- $70.00 --------------- $15.00 i i REtain Building Permit Filing Fee------ 10.00 Permit 265-90--------------- 25.00 TOTAL RE UND DUE ON PERMIT 45 OTT— Permit #3218-89 Total Fees Paid ----------------------- $25.00 Filing Fee------------------- 10.00 TOTAL REFUND DUE ON PERMIT #3218-89------------------------------- 15 00_; TOTAL, REFUND DUE TOTAL $117 50 I. theundersigned, 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. �/ r Dated this day of 3 19 Z.,D et /�j'�C,..... per, Calif. g et rQ a of Cls ertt �J�l '.• Si n I, the undersigned, hereby certify that, -to the best or 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 C] (Check one) fo U he se Dated this,,,,,,,,,,,,,, 7.th .............. day of March 19 90 at Oroville Calif . ............................. ....... ..... .. ....... ..p....... ...... ........................ ....................... e artment Head or Authorize uty Dept. .Ez Code 4.4�—�Q�................ Cde 42.1.0.5.0.0.......................PAYABLE FROM Cons Permits FUND ............................................................................ DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. ��l�P.s�no_ �8��� �illJ�! �CiT i� �-e��rt. �'I'� YYIG�,u � tie %� �5 /✓�.� eLAq COUNTY OF BUTTE -,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrQville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT /PERMIT NO. ASSESSOR PARCEL NUMBER 27-24-34 ZONING A5 BUILDING PERMIT OWggNER 711 TELEPHONE .SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIL G ADDRESS 7685 Palermo CONTRACTOR'S NAME TELEPHONE CON RACTO 'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ XJ1U1mxx LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 7689 Pql I-= 14nnriit- Hwy Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Y\ Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 f Mobile Home 10.00ea 30 TYPE OF WORK.00 r�--��(l New ❑ Addition [:]Remodel ❑ Utilities L3 Installation[] Other ❑ Describe work: 2BR _ Permit Fee $ 40.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.5 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): lih y\I�Q I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.// DWELLING OCCUP.& OR ADDNS. ` ACC. BLDGS. , 2/2¢sgft NEW CONSTR ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS SINGLE OUTLET CIR.& ) Ex. OCcup(OUTLETS OR FIXTURES 20@50 B30C FIXED APLNS Ex. Occup. OUTLETS PIRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I dee re under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. o _ � a Date / �-� �d Signature of Applicant — Owner © Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL E FEE TOTAL $ 2. .5 5 0 HA2 CUA PARK PAR PD HD This permit is Butte Co issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable to do resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT q. ! � N Y COUNTY OF BUTTE - DEPAAiM"_.T.,OF 151 BLI-C WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965- TELEPHONE: 916/538-7541 PERMIT., APPLICATION DATA SHEET Permit No.� OWNER I ►YlV A. P. No. 41 Proposed Building Use � Building Inspector Date 9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPRO ED 1. All items have been submitted. .................................. 2. Plot plans in duplicate/ (plicate igned by preparer of plans ........ 3. Complete plans in dupl tate triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid 13.,,0 School Dist fees paid .............. 14. Sanitation approval from trHealth Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW _ 4���9. Driveway permit (construction approval required prior to occupancy) t0 Pre -Inspection for required Pre-Inspec. req t to Building Ins; ns r (Datel Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance,,:'- .......... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: -Mail �to. ,owner. -Mail to contractor. •T.eIephone �'�Loo and hold for pickup at s / r office. Deliver w/inspector. Other APPlicanL��ZZ���S� Date O`er l/ Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pr'or to permit is uance*, ((;jrcle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnaiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma il—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance " owner location AP # Driveway permit si ature has been issued for the.above property. date 11 r ` 4 ~ OUNTY OF BUTTE - DEPARTV,.-IV.f'.9F PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 27-24-34 ZONING A9 BUILDING PERMIT OWNER Ge TELEPHONE SO. FT. OCC. BUILDING VALUATION 'OWNEA MAILINGADD ESS 76 CONTRACTOR'SNAME TELEPHONE CON ACTO S MAILING ADDRESS Fireplace CONSTRUCTION L 2224-34 265-90 MHI - LENDER'S MAILIN.. 'WIMBERLY, George ARCHITECT DR E CONTR: Gary Ledger ARCHITECT OR E 7685 Palermo Honcut Hwy, Oroville - MH INSTALLATION Total Valuation $ Filing Fee $ 10.00 Permit Fee $ Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 7689 Palermo 14ancut Hwy Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomel Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilittiies InstalllationU Other ❑ Describe work: Utility # �(l/ 90 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ® I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason /EA. LI 0 CUP,\ ADDNS/ oR T \ DDWELDG 2+/s¢sgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea /POGER APPARATUS &) (PO LE OUTLET CIR. Ex. Occu p OUTLETS OR FIXTURES zLO eAL030 FIXED Ex. Occup. OUTLETS (PRESIO.)RE A.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): - The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueISSUE against said County in consequence of the granting of this permit. X Date �� 4'-_ lf"q� Signature of Applicant — Owner❑Cont�r El Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 45.00 Energy Inspection Fee $ occ CONST TYPE AL E FEE TOTAL $ 70.00 00 HAz CUA PARK PAR PD HD Th's permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WN+TE-D.P.W.. YELLOW -ASSES OR. PINK -INSPECTOR. GOLDENROD -APPLICANT - - .. �� .- gym•-..•.- .- - i .� ., - ..,,.,,. i ....i r --.«y= COUNTY OF BUTTE - DEPAR-TM;EjVT;OF PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,.CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET, Permit No. OWNER A. P..No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions....................................................... a S 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid 13. School District fees paid ............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 116. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec.request to Building Inspector (Date.),,.'° 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. )— Telephone _ and hold for pickup at 00b office. Deliver w/inspector. Other Appl icanDate• — 2=T•-/�yv Copy of plans sent 'Health Depth Fire Dept., Other Date The following data must be submittedr to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. I oil 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone----jnaiI—counter by ..date Contractor, designer, owner, was advised of above required data by —phone _maiI—counter by date Plans checked by Date 3 7a Plans approved by Date Sets of plans on hold in . File cabinet AP folder Copy—DPW COUNTY OF BUTTE -.DEPARTMENT OF PUBLIC WORKS �PE gy11T� ` 7 County Center Drive - Oroville,"California 95965 -.Telephone: 916/538-7541. l: APPLICATION AND PERMIT ASSESSOR � -2CEL N� BE Z.D"' G BUILDING PERMIT O WNE n tt, T8LHONE SO. FT. OCC. BUILDING VALUATION OWNERr'S_ MAIrLIN A DRESS o J 11 CONTRACTOR -5 NAME r I -e'-\ ^LEPMHOpNE CONTRACTO 'S MAILING ADDRESS ---- Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS — Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ $ Energy Plan Checki Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS �— Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 00 31 Each Trap 2.00 76,85 Solar or heat pump water heat 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater 941vent 5.00 USE OF STRUCTURE � � DuplexMobilehomeg Other 11'►'�'i-� — SF ❑ Duplex[]j SPECIFY Gas piping system 1 5 outlets 5.00 Building sewer 5.00 Mobile Home S 1 G I W I I 110-00ea TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation❑, p Other Describe work: � Qzl!2: Qa -L)lJ -e-� Jx-�!V Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 . Man service 100 AMP OR LESS ce eoov DR LESS i 10.00 O.� Main Se&ice EA. ADD'L 100 AMP 2.50 rI� CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 7tif; 'Lj7/JI 1, as the owner, or my employees with wages as their SOIe COmpen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8d ,zQsgft NEW CONSTR.(A CC. BLDGS. 2/ ULTI OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200500 SALO 30 FIXED APPLES. OR EX. Occup. OUTLETS (RE51 D.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation_ permit Fee $ Contractor I 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 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Date �, ��� Signature of Applicant — Owner CQ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ ALS HAz CUA PARK ELD PAR PD HD IssuE This permit is hereby issued under the applicable provi- sions 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 PERMIT EXPIRES Date �leceipt No. $06 6 w NNITC-D.P.W.. YELLOW -ASSESSOR. PI -INSPECTOR. .OLDENROD-APPLICANT File No. BUTTE COUNTY (For Action 1, 2, 31 Public Works Dept. (For InFormationi;�/ ) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards / Bldg. Insp. Admin. I ✓ Design Engr, Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. George Wimberly 7685'Pel.ermo Fioncut Hwy. Oroville, cA 95965 J RE: Permit Requirements 7685 Palermo Honcut Hwy, Honcut Dear Isar. Wimberly: January 23? 1990 A.P. #: 27-24-34 This is a darning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Installed mobile Dome, without the required permits and inspections from this office. You were first notified by letter dated October 23, 1989. Since permits and inspections,are required for the above work, please contact this office within ten days of the date of this letter, submit two -complete sets of plans, apply fox;'the required permits, and pay the appropriate fees. All work .must stop until these permits are issued and you. are: authorized by' our ' field inspector to proceed. This field authorizat.11 on. cannot,` be made until the -existing work is inspected and approved., Please be aware that Butte County has entered into a-Code;rEnforczment,.Program that , seeks ,:voluntary compliance with, the-, Butte: 'County„ Cods, but provides _an -;effective ;means of enforcement if such compliance is not obtained: If -voluntary,-:compliance is not obtained, enforcement will be Fursued thtough `the.;ssuance of citations, fines, and the recording of a Notice of Violation; Your cooperation in resolving this matter .would 'be appreciated. Should you have any questions concerning this matter, please contact Jim Glander or- zBoo' Yeithi of this office. JFG:ds cc: Assessor Building Inspector Yours very truly, William Chef Director of Public Works J.F. Glander . Chief Building. Inspector l-l9-�j a �l s G2�. O Cad v�2Y. AL, ►'13�r J J --k- u% '"Now sit .,_c'•.:-r-. .��- aLriw,,. .. ._..•,. ..;y�: COUNTY OF BUTTE i 11.t._ �_...P..�.�,�:..., N1,4 y 7 COUNTY CENTER DRIVE ".: ••, _, OROVILLE, CALIFORNIA 95965-33974 F .�E� �NI�•9�AN w DEPARTMENT OF PUBLIC WORKS CqD PA TER T•, aTMMp'1'Ep 0130534 � � CV. HOT NN�H F�Jo� r. Marchell Casterson P. Box >' -Pale o, -CA .95968 i 4 r � Y 1 t a! A d Y f 1A 1 yUU R _ r Y` hJ Marchell Casterson P.O. Box 205 Palermo, CA 95968 ,6utfe Count. L A N D O F N A T U R A L VV E A L T H A N D B-E A U T Y RE: Permit Requirements 7685 Palermo Honcut Hwy, Honcut Dear Mr. Casterson: DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE ; OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 RONALD D. MCELROY January 10, 1990 Deputy Director A.P. #: 27-24-34 This is a warning letter to notify you that you are in violation of the. Butte County Code at the above referenced location as follows: Installed mobile home without the required permits and inspections from this office. The previous owner was first notified October 23, 1989. Since permits and inspections are required for the above work, please contact this office within ten days of the date of this letter, submit two complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field, authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Jim Glander or Bob Keith of this office. JFG:ds cc: Assessor Building Inspector Yours very truly, William Cheff Director of Public Works 6V -A -,,C . Glander hief Building Inspector File No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. (For Information v/ ) Director Dep. Dir. �l Sec. Rd. R Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. rl U. n L--- Marchell Casterson P.O. Box 205 Palermo, CA 9.5968 RE: Permit Requirements 7685 Palermo Honcut.Ilwy, Honcut Dear Mr. Casterson: January 10, 1990 1A.P. #: 27-24-34 This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Installed mobile home without the required permits and inspections from this office. The previous owner eras first notified October 23, 1989. Since permits and inspections are required for the above work, please contact this office within ten days of the date of this letter, submit two complete sets of plans, apply for the required permits, and pay the appropriate.fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Jim Glander or Bob Keith of this office. JFG:ds cc: Assessor Building Inspector Yours very truly, William Cheff Director of Public Works F. J.F. Glander Chief Building Inspector File No BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldgs. & Grnds. Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. George Wimberly 7685 Palermo Honcut Hwy. Palermo, CA 95968 RE: Building Permit #3218-89 Dear Mr. Wimberly: October 23, 1989 A.P. #27-24-33 With reference to the .above subject and your request for refund of the elec- tric permit fees, we cannot authorize the refundable portion of the fees until you have removed the illegal Mobile Home Installation on the property. You, of course, can obtain the required permits to place a Mobile Home on the property and resolve the violation. Should you have any questions concerning this matter, please contact this office. JFG:daj Yours very truly, V William Cheff , Director of Public Works a7-2 4 -7S C/-/O.-I?O7 �� qs jz32 � �2 9 J. F. Glander Chief Building Inspector PERMIT NO. 3408'86B PERMIT EXPIRES OWNER GEORGE W/KBERZY CONTR. Owner ASSESSOR PARCEL 26-24-34 LOCATION 7685 Palermo Hon Hwy, Oro Temp. Power Pole Called PG&E Temp. Elec. Service _ F Called P !� Temp. Gas Si Cal led P JOB FINALE Signatur V = OK O - Not "OK = Not Applicable MOBILEHOMES - Not Ready ` MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements _ 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors _ 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -B1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining " 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4• Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed - 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulaiing Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date u V = OK YO = 1 0 = Not OK - = Not Applicable sk = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) - 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Fig., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection - 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. _ Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. 7. Ste_mwalls, Garage; Steel-Blockouts-Wrapped-Slab Piers -Fireplace Ftg.-Steel 53. 54. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access_ _ Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe: Test -Anchors -Regulator -Service Test 11. Electric: Underground 12. Plenums &_Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI U Date I and -BI Date Date Card -BI Date __ Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except p's 57. Smoke Detector Card -BI Card -BI 14. 15. 16. 17. 18. 19. Water Ht.: Vent -Access -Combustion Air Water Pipe: Test & Anchors -Nail Protection D.W.V.: Test-Fttngs & Anchors -Nail Protection Shower Pan: Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe: Size & Anchors Date _ _ Card -BI Date Date Card -BI Date 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 61. 62. Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper Gard B I Card B -I 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. Fixture & Transformer Clearance - Ins. Protection Elec. Receptacles Spacing -Lights &Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen && Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral Yes -,,No -_ _ Service -Riser Conductors & Ground -Main Disconnect - - Equip. Clearances: Panels-Motors-Mech. Equip. -_ Clothes Closet Light -Shower Light- -- ---- Date Card -Bi Date - - _ Date Card -BI Date 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70, Plb., Elec. & Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72, - Insulation -Foam -Looked in Attic❑Yes 73. Guard Rails &Deck Construction -Post Caps 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes ❑ No: Walks C], Yes C] No; Planters ❑Yes 1] No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - - 78, Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. _ Gas -est-Meters Tagged; Gas -Electric Card -BI Card -BI 31. 32. 33. 34. 35• A.C. Ducts. Insulation & Support - _ Vent Fan: Exhaust above Insulation _ Condensate Drain & Overflow: Size _& Grade Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Date Card -BI Date _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates - --- - - -- -- Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Com rents at Final: �� 36. 37. 38. 39. 40. 41 42. 44. 45. 46. 47. Sills, Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops: Furred Ceilings -Stairs_ -Chases -Tub Header & Beam -Size & Bearing H is -Post Caps-Anchors-Connectors- Cing. Joist-Rfir. Ties-Purlin-Roof Brac.-Tr-Shl�wefRf4r4! Fireplace Ties or Type A Flue -Fireplace Throat Altrc Access: Size & Romex Protection -Draft Slop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing (NOTE Anentrymust be made each time youvisii jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT �E` 1 ASSESSOR PARCEL NUMBERZO ING BUILDING PERMIT OWNER e- ` 2i'9 TELEPHONE y SO. FT. OCC. BUILDING VALUATION /' OWNER'S MAILING A CONTRACTOR'S NAME TELEPPaNE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ G Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS I Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARD EL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE S,V Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodellgr Utilities ❑ Installation❑ Other ❑ Describe work: 71LlSS /�¢ �A��iOi/L.rG _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1$oo AMP OROR LESS10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification [` I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.d , OR ADDNS. ( ACC. BLDGS. /4sgft NEW CONSTR. ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS APPARATUS &I (SINGLE OUTLET CIR. I Ex. OCcup(OUTLETS OR FIXTURES 9AL0ALe30ao FIXED APPLNS, OR Ex. OCCUp. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ ,The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. (� I shall not employ any person in any manner so as to become subject Y� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. q c� "1�� Date 1 le d- Signature of Applicont — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPE FLo D AR E PD ND Is This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO PUBLIC By PE EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Datel�� �— Receipt No. l/J��� k-? WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT _ r, ,. I • .�.w. .•` r i. - �. ,rx �grJ}k r "^7gL�.�•..r sem, icy.. ,f-.�. - .. ,.. _ ,i"',..+L'.s^��.7' r `:.ui. U I •COUNTY OF BUTTE - DEPARTMENVOF�PU:BL-k WORKS - BUILDING DIVISION / 7 COUNTY CENTER DRIVE-«OFO_.VIL-� E," t;ALI'FOF�NIA,�95965 - TELEP.HONE: 916/v534-4541 PERMIT APPLICATION DATA SHEET r * `/ 4Permit No. OWNER ��2� CIJiE1�L i A. P. No. Proposed Building Use /�l%�i�- Building Iding Inspector GCs Date �� /O k - e At time of permit application,' I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED -APPROVED 1.- All items have been submitted. . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of, plans. } 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. , 5. Plans with Energy Design Compliance Statement. . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . 7 Statement of Intent for Non --Heated and AC Buildings. 8. Fees of $ . . . . . . 9. Letter of signature authorization. 10. Sanitation approval from Health'Dept. ✓/ - I_ 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 'a 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ). -15. Improvements may be required. . . . . . . . . . Y 16.. Mobilehome Installation Data. . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (pate) •r` -.18. Recorded copy of Agricultural Acknowledgment Statement. 19. D r i way Permit. 2 P of plan approval from city of 22. When you issue the permit process as follows: Mail to owner, Mail to contractor. �Telephone 4&5+�- �� and hold•for pickup at office, Deliver w/inspector. Other A pp I i can t�-/// --� • (� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. f , 2. Additional items required: ' Contractor, designer, owner, was advised of above required data, by_phone_mail—counter by date Contractor, designer, owner, was advised of above required data by—phone 'mal l_counter lby Zw� date Plans checked by Date Plans approved by _DateZ Sets of plans on hold in File cabinet AP folder - I-lours:'10:00 a.m. - 3:00 p.m. . Copy—DPW _ COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-534-4541 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 materials for construction of the proposed property improvement (yes or no) 2. I (have/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: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors 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 Mork Signed: Property Owner�� / Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. 1. . This verification must be completed and returned to our office before we are per- mitted to issue the permit. N 417 P TEs — Z This set of plans and specifications MUST be kept on the job at all times and it is unlawful to "0' 50LI D PECK make any changes or alterations on same without P6C PCwritten permission from the Department of Public �X q"X &`" ISEPMS 6' 4) � °- � � Works, County of Butte. LF T- I N 1-0 NOTE --All Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. BUTTE COUNTY BUILDING DEPARTMEN 1 APPROVED l 40 8`9"C;, 1. s':,�•i'°u. 5 %^� �?Y'r .�: y�A. •� c'.s" �.,r tt, t. yf.' ..- isa TOP •��k, �+: �. -FS __ ':fir - - 7,. ?•. - Y is 3 EQUAL PANELS BOTTOM CHORD ��' t / - _ ,�,. i l t _ y - t f {' ' � � / ice_ % � 5 . ,v{ •� h •ti •''� • 4' - tri. ^� � 4 _ �.f„� _ ra° '• ... R4.8%6.0,T56 TO 36' 8• .. .✓ s. �.- •4s;-9b-"'vn7,�y :Y "w5 r •. -Sc T t. i a 1.. s --may .: `� r,. '� '..`. 5 t- .L � �: .-�- � � ^.%.wt +'a}N _. t. ' w - -r. _'•Y • - --. ....J•_-. ..... ,.,.�..-G( Y...i>a .2T�ie .,... ..1 r.V.... uf_. u.. v. � .._. .._ � .... ....._ .�_ R2.4X6.0 TO 30! R2.04.5 TO 23' 61 14 R2,4X9.0 TO 31! 2• R2,4X7,S '� !R.V'i NO SPLICE LU%WUSER SMALL BE OF MINIMUM GRADE d SPECIES FOR TRU$$ $PAN$ A$ NOTED BEIOW: IDou t•s Fn ma Oe su0sulutea where /fern -Fn is specitie0.i ' QEIrGAl 1107L1: •rrr.r P•nr.-r odt,d .__.. _... .. _�..,•:.: =_.,, 36! 8• n•"�•'�"m'•'�'' s¢E F e F a F N Oi Mf / MF o MF CON Ni 2g00 i 00 F 1 5 F 14S f 1200 F+-w++�••'•rr'v•`•"�010'"+d r . • r 6 ' a N d,ewp_YmD.. W 1 -re\. nn••.Y+ti14m q.r C•uP-C. W tr•••r! A �•.. Oi•Vi r•,^N -oT md.n- d w n.em.o-w ww.vwr. 1 '. i -.• CHORD �' 2X 4 31• 4• 30' 9• 27'11• 29' 6• 27' 5• 24'10• 32' S• 31' 4' 29' 6• 28' 2• 27' S•.ti,-p..��r„wN�'r'---•na`.eav�•M0.•aoes�00triA�`_-qr �`.r•""a ..- won ' n,+•-4yorta .. _ a6momCHO. X 4 36' 8• 27' • 6' 0• 2' 6• 28• 7• 3' 3' 36' 8• 3h' S• 32• 7• 27'11' 7. •.'e° �••iieo I. tno,d tneprq w u -rd t•.Prprere.r-r. dwn•• WEE MEMBERS 2.4 STANDARD OR STUD GRADE HEM•FI L 02 MEM -FIR OR AS NOTED ON DESIGN 10, by m d per PWP-r-•,- n doa• 2X4 STANDARD OR STUD GRADE HEM -FIR FOR WEB MEMBERS SPACED 24.0. D.C.-- 4.0112 PITCH A/3 CONFIGURATION LL•OL ON ROOF 9 30.0 PSF DL ON CEILING 9 10.0 PSF • TOTAL DESIGN LOAD 2 40.0 PSF •� - OFF PANEL POINT SPLICE (TZ) • 5 PSF CEILING REDUCTION TAKEN, 2X6 R4.OX4.5,T44 TO 36' S• AXIAL STRESS ONLY LOAD DURATION INCREASE ■ 1:25 PEAK JOINT DETAILA• B. • MAXIMUM TRUSS MEMBER FORCES REACTIONI: 1260 2k6 R4,OX6.O,T46 36' 8• 2.0 .0, q 2X4 R2.4X4.SrT2.5/4 TO 32' 5 2X6 R4.OX4.5,T54 30' O. 2.0 9.0, 4 T 1 '-2918 B 1 2768 W 1 •566 W 2 764 2X4-N4.OX4.5,T44 32. 5. 2.0 4.0, 4 PANEL POINT SPLICE (TJZ) T 2 -2522 B 2 1851 216 R4.816.0,TS6 TO 36' 8• 1� t_ 1 1 Y'or PA12 2Xq R4.8X6,O,T54 TO S2' S• A' NO SPLICE ►w`�� T2 R1.6X3.0,T3/1.5 TO 36' 8• R1.6X3.0,T31 TO 30' 0• .SX3.0vT31TO 24' 0• 1.5" MIN(Spl.) Tt . equal Vi EU2 3 EQUAL PANELS BOTTOM CHORD T �B Pi•PonPAP.ft oi:•-M F- R A.tzt41•• trp Trm w OmMod *0 per WWa.t0'a25" P.c lldw w Wk•.`..: ummmm Slrrdwwon perip.orr•P,6IOagIr F,nry PANEL POINT SPLICE•(BJ2) SPAN1 • DOUG -FIR �M ,'-_a_, SPRUCE -PINE -FIR ra° '• ... R4.8%6.0,T56 TO 36' 8• R2.4X7.5 TO 36' Be R3.2X7.5 TO 36• Be R4.8X6.0.T54 TO R4.OX4.S,T44 TO 30! 24' On 0• R2.4X6.0 TO 30! R2.04.5 TO 23' 61 14 R2,4X9.0 TO 31! 2• R2,4X7,S '� !R.V'i NO SPLICE :2.4X6.0 \TQ•j2 36! 8• R 4X4.5 & .R2.4k4,SrT2.5/4.T0 R2.4X3.O,T2.5/4 TO 24' 06 DOUG -FIR -.• 3P a T36 TO 36. So' TY O T3 36 8• a R - ' •� T2.5/8 TO 35' 7• T2.SS//8 TO 330 Of T2.5/6 TO 26!116 . • T2.5/6 TO aA V OFF PANEL POINT SPLICE (82) T2.5/4 TO 16 3 12.S/4; >�1 R2.416.0,T2.5/6 TO 36' 8• R2:4X4.5,T2.5/4 TO 30' 0• Abmd Ceriefism FILE Illy_ DATE. T'•36.4.0- 40• (241 4/3 1/22/80 _ 3PF - Rtf_. 5-25.78 OE& BY: JK CIL NY: 1 6645 v F,M TRU••rAL COMMUTW t R3f'w d P.A 4-Yy 31D W U P M P•-seo •w r WO w OW"no In •bs :. PWM •WICATE •ZZ OF RATE M NCHW T �B Pi•PonPAP.ft oi:•-M F- R A.tzt41•• trp Trm w OmMod *0 per WWa.t0'a25" P.c lldw w Wk•.`..: ummmm Slrrdwwon perip.orr•P,6IOagIr F,nry • '.• R.40D pnOaW try P,d 1r1: 101rW P .Ok .1O'a]7' b4 T.•W w P/e,-• w P,r IrrY d ]S'Y7F' m /lor,r w W ti - . r swr�•o rw rYrn•F - ay.dAOJ. •. . •_ •.• . _•. �M ,'-_a_, NLNer 0••rwe t7 irMr MR • r rp.-d RSOOD m.•ev wT M ry d -d11 W I.yr arb6,, ,, _ .... �. M1�4Ar "G' •.lr� IA F wif r�6 M e•�-s w m K .. _ n.,. ... roYnPrO:n-r rrArtorammwwsdws.rdor000wra•rr-.oPiorrntNPwr•Auwar.rls3 0. rs arv..rwr. 1:C.AA. RAvIVW puuN. •a wgmOe coffmary r ❑ Complaint -Date ❑ Other -Date BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION.REPORT A �7 ZONING Owner: 7 A. P. # 2-3 c �3 7 Address: i Date of Inspection Tenant • Inspector Building Location: Type of Inspection requested: Housing / / 2. Financing /_/ 3. -Change of Occupancy to 94. Work W/0 Permit / / 5. Other (specify) "" \\ Present use of building: ZE A. Sanitation Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or, shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Stairs:(Rise, Run, Headroom, 1'HR, Toleranceg,Handrails) 15. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6.' Energy:. 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem r vio atgive comp et description)- efM 2. What action taken�(give complete descriptign): 3. What action recommended:V A. Information only - file. B. Hold for ten days, then write letter. C. Write letter. / /.D. Other: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds -- - PROJECT• INFORMATION Site Address: 7685 PALERMO HONCUT HWY Owner: Permit NO: B07-1390 APN: 027-240-034 MARTINEZ, REFUGIO Permit type: MISCELLANEOUS 7685 PALERMO HONCUT Issued Date: 06/26/2007 By KCG Subtype: Electric Panel PALERMO, CA 95966 Expiration Date: 06/25/2008 Description: REPLACE ELEC PANEL, INSTALL (530) 300-7218 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: MARTINEZ, REFUGIO Building Garage RemdUAddn 7685 PALERMO HONCUT PALERMO, CA 95966 Other Porch/Patio Total (530)300-7218 FEE INFORMATION DBE Single Phase Service-Resid' $58.00 DBM Heat Pump (Package Unit) $58.00 ' ; gLICENSED CONTRACTOR'S DECLARATION,', - Contractor (Name) State Contractors License No. / Class / Expires 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. X 06/26/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; $11 $116.00 Balance Due: $0.00 Receipt No: B3663 _'OWNER / BUILDER DECLARATION'_ 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior 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 the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the 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]; Please check one of the following: 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 Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). Q1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier. Policy Number. Exp. Date: (This section need not a completed if the permit is for one hundred dollars ($100) qr less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: 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, and agree that if I should become subject to the workers'X 06/26/2007 compensation vision of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. wners Signature Date e' X 06/26/2007 I hereby certify that I have read this application and state that the above information is correct. I agree Signature Date - to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occu ncy of ny sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. County to err the bove mentioned property for inspection purposes. I hereby certify that I am the y CONSTRUCTION, LENDING AGENCY r. Property ner0 mauthorized op—_ -0/7 o pr arty , err behalf. _ . op— -0 �7 ��//�f2�6/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Na a of Pe mittee [SIG ] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 215-'ner E] Contractor OR; Agent for Owner ElAgent for Contra< Lenders Address City State Zip FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First ry ry Mailing Address CityD�0 ��L` Stat�2 Zip Phone S �. Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail PPI,ICANT SIGNATURE i X i PROJECT LOCATION AP# Property Address. City PERMIT NO. BIN # -IMO 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 I,— DESCRIPTION DESCRIPTION OR SCOPE OF WORK: podaci 21E+ym� pand 1 v Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION 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 permit. 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 under 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 perform their work personally or through thier own employees, without a license 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's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PL� PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. S R NO) 2.I VE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I CONTRACTED WITH THE FOLLOWING PERSON (I RK TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 1. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO i. 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 Description: REPLACE ELEC PANEL, INSTALL HVAC Reference Number: B07-1390 Applicant Name: MARTINEZ, REFUGIO Owner's Name: MARTINEZ, RE -Pl IO AP # : 027-240-034 Signature of Property Owner: Date: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT - 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 7685 PALERMO HONCUT HWY Owner: Permit No: B07-0919 APN: 027-240-034 MARTINEZ, REFUGIO Issued Date: 06/06/2007 By AAM Permit type: MISCELLANEOUS 7685 PALERMO HONCUT Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date_: 06/05/2008 Description: GARAGE 1020 SQ.FT./ COV.P.610/ (530) 300-7218 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: OWNER MARTINEZ, REFUGIO Building Garage Remdl/Addn 7685 PALERMO HONCUT 1,020 OROVILLE, CA 95966 Other Porch/Patio Total (530) 300-7218 610 1,630 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $285.95 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $428.92 DBMSC Stucco/Siding-All Other $110.00 DBOMSCF Fire Safe Standards Re $109.98 Total Charged: $1,219.37 Fees Paid: $1,219.37 DBSMIP Residential $3.42 Balance Due: $0.00 Receipt No: B3402 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License OWNER / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil than five hundred 06/06/2007 penalty of not more dollars [$500]; Please check one of the following: Contractor's Signature Date I� I AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE /U COMPENSATION, WORKERS' COMPENSATION DECLARATION WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR 11 are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (T, is section nee not be completed if the permit is for one hundred dollars ($100)—or-Fess 6 ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS :,ISSUED, ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' ia, and agree that if I should become subject to the workers' Compensation laws of C/oection X 06/06/2007 compensati r vision3700 of the Labor Code, I shall forthwith comply with those ,._.provision . 6wne gn Date 06/06/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, State laws '$ignat ' e Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, regulations, and relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or paneyof any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County o n r t above mentioned property for inspection purposes. I hereby certify that I am the Prop o b am authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 06/06/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for fe errtlittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR;Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville,-CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0919 Date: 04/30/2007 Location: 7685 PALERMO HONCUT HWY By: TMP Parcel Number: 027-240-034 Sub Type: Private Garage/Shop Owner Name: MARTINEZ, REFUGIO Phone: (530) 300-7218 Description: GARAGE 1020 SO.FT./ COV.P.610/ STUCCO SIDING The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ []p—__City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PARKS & RECREATION DISTRICTS Chico Are ecreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & ecreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreac . n & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreatio 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Biggs Unified School District, 300 B S et, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th treet, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Dri , Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95 8 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 9 01 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Orovill CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - ( 0) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached I tractions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 8-5447 Other: Other: Other: Signature of Property Owner: FILE Date: 04/30/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0919 Job Address: 7685 PALERMO HONCUT HWY Contractor: OWNER Fee Description Printed: 05/01/2007 9:06 am Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 05/01/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 05/01/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $109.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 05/01/2007 $102.70 DBMSC Garage Wood Frame 0010-440001-4210500-1010 $428.92 05/01/2007 $428.92 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $285.95 05/01/2007 $285.95 DBMSC Stucco/Siding-All Other 0010-440001-4210500-1010 $110.00 05/0112007 $110.00 DBSMIP Residential 1001-0-280-1011298 $3.42 05/01/2007 $3.42 Printed By: Kourtni Graham 19219.37 $19109.39 Balance Due: $109.98 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may ch nge during the plan checking process. Signature: Date: 05/01/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment. [LESS THAN 1 ACRE 1 Reference Number: B07-0919 Date: 04/30/2007 Location: 7685 PALERMO HONCUT HWY By: TMP Parcel Number: 027-240-034 Sub Type: Private Garage/Shop Owner Name: MARTINEZ, REFUGIO Phone: (530) 300-7218 Description: GARAGE 1020 SQ.FT./ COV.P.610/ STUCCO SIDING By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: = ,/ Title: FILE Date: 04/30/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An applicationfor 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 permit. 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° 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. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° 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 under 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 perform their work personally or through thier own employees, without a license 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's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLIA TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. " OR NO) 2. I IAV /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 CITY PHONE CONTRACTORS 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: NAME ADDRESS CITY PHONE CONTRACTORS 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 Description: GARAGE 1020 SQ.FT./ COV.P.610/ STUCCO SIDING Reference Number: B07-0919 Applicant Name: MARTINEZ, REFUGIO Owner's Name: MARTINEZ, RE FU O AP h Signature of Property Owner: Date: :027-240-034 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: fry Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://muniCipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0919 Date: 04/30/2007 Location: 7685 PALERMO HONCUT HWY Parcel Number: 027-240-034 Owner Name: MARTINEZ, REFUGIO Phone: (530) 300-7218 Description: GARAGE 1020 SQ.FT./ COV.P.610/ STUCCO SIDING Signature of Property Owner: Date: 04/30/2007 FILE BUTTE.COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name/J D �� /?1 fi Firs Name . e Mailing Address J6 F 5 - City OR, 1/1 L4 0- 4W State_ Lp D� Phone .570,,;;LZ70 �W Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City o0`{t lio �+Ll e Address Zip 0 City EFa State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City o0`{t lio �+Ll e Address Zip 0 City EFa State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name r1_* ��+� �/%�r i �— e Z Address G' ,�-` 1PA,1 e ef' o 1-1Otie417 4A City o0`{t lio �+Ll e La Zip 0 Phone EFa E-mail _APPLJCANT SIGNATURE H PERMIT NO. BIN # (Tv irTL0 PROJECT LOCATION AP# Property Address City WORKER'S COMPENSATION Policy Number Carrier Ifhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OP WORK: Sq FT- Livings Garage$ Open Cov(4� O • Structure Built without Permits 0 Proposed Change of Occupancy (Note previous use): For office use only: Zoning S I Flood Zone SRA es No Occ.� Type Const. PAID PAID DATE RECEIPT # CHECK # 'METHOD PAID BY CL BY $58.00 6/26/07 83663, Cash MARTINEZ, REFUGIO KCG $58.00 $58.00' 6/26/07 B3663 Cash MARTINEZ, REFUGIO t. KCG $58.00 DESCRIPTION ACCOUNT QTY AMOUNT DBE Single Phase Service-Resid 0010-440001-4210500- 101001 1 $58.00 Total Paid for DBE Single Phase Service-Resid: $58.00 DBM Heat Pump (Package Unit) 0010-440001-4210500- 101001 1T $58.00. SECI.ID Total Paid for DBM Heat Pump (Package Unit): $58.00 INSPECTOR PAID PAID DATE RECEIPT # CHECK # 'METHOD PAID BY CL BY $58.00 6/26/07 83663, Cash MARTINEZ, REFUGIO KCG $58.00 $58.00' 6/26/07 B3663 Cash MARTINEZ, REFUGIO t. KCG $58.00 INSPECTIONS SECI.ID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE (7/13/2007 15:57 RJN) 1) Provide one GFI outlet. ' TAG ELECTRIC RJN 7/13/2007 7/13/2007 FAIL 2) Provide water bond. 3) Provide clamp on ground bond in main. TEMP POWER DAC 7/19/2007 7/19/2007. PASS Description: REPLACE ELEC PANEL, INSTALL HVAC -ADDITIONAL Type: MISCELLANEOUS Subtype: Electric Panel Status: ISSUED Applied: 6/26/2007 KCG Approved: 6/26/2007 KCG Parcel No: 027-240-034 Site Address: 7685 PALERMO HONCUT.HWY PALERMO,CA 95968 Subdivision: ' - Block: Lot: Issued: 6/26/2007 KCG Lot Sq Ft:'O Building Sq Ft: 0 Zoning: Fineled: " Valuation: $0.00 Occupancy Type: Construction. Type: Expired: 6/25/2008 KCG No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: NAME TYPE NAME Applied to Approved; Q Approved to Issued i -ADDITIONAL CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT MARTINEZ, REFUGIO 7685 PALERMO PALERMO CA 95966 (530)300-7218 I HONCUT OWNER MARTINEZ, REFUGIO 7685 PALERMO . PALERMO CA 95966 (530)300-7218 i 4 HONCUT PAYEE MARTINEZ, REFUGIO 7685 PALERMO - , PALERMO CA _ 95966 .(530)300-7218, I ". HONCUT FINANCIAL•• • Printed: Friday, March 25, 20161:35:48 PM 1 of 2 1CRw.S'YSTE'MS i ® WARNING! Disregarding Permanent Restraint/Bracing is a major cause of truss field performance problems and has been known to lead to roof or floor systems collapse. iADVERTENCIA! Descuidar el Arriostre/Restdcarin Permanente es una causer principal de prob- lemas de rendimiento del truss en Campo y habia conocido a llevar al derrumbomiento del sistema del techo o piso. . © WARNING! Spans over 60' may require complex permanent bracing. Please always consult a Professional Engineer. t ADVERTENCIA! Vanes mos de 60 pies pueden requerir arriostre Permanente complejo. Por favor, siempre consulte a un Ingeniero Profestonal. RESTRAINT/ BRACING MATERIALS &FASTENERS MATERIALES Y CIERRES DE RESTRICC16NIARRIOSTRE L✓: Common restraintibracing materials include wood structural panels, gypsum board sheathing, stress -graded lumber, proprietary metal products, and meta! purlins and straps. Materiales comunes de arnostrarrrestringir incluyen paneles estructur°les de madera, entablado de yeso, madera graduada por asfuarza, productos de natal oatentados, y visas de soporte y firs de metal. III [ell Ifill; h "- . Lumber.Size `4`' f. Minimum Nall Size �"-•`i'•. Mrnlmpm Number ol: Nods perConnediorik. 2x4 stress -graded Too (0.1280•) of.WebConnectlonof We 120 0.128x3.25• 2 - 16d (0.131x3.5•) s t5''.2x4 2x6 stress -graded 10d (0.1280') 90% of web or ' 12d (0.1280.25•) 3 ' 2x8 2x8 2x8 2x8 IEd (0.131x3.5') V et end of nails (0.1314.5') web member, @ V on center* whichever Is ' Omer attachment requirements maybe specified by the Truss Designer or Building Designer. ' The size and attachment for bracing materials such as wood structural panels, gypsum board sheathing, proprietary metal restraint/bracing products, and metal purlins and straps are provided by the Building Designer. _ PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS ARRIOSTRE PERMANENTE PARA VARIOS PLANOS DE UN TRUSS 0 Permanent Bracing is important because it, a) prevents Out -of -plane buckling of truss members, b) helps maintain proper truss spacing, and c) resists and transfers lateral loads from v:ind and seismic forces. Arriostre Permanente es importante porque, a) impide el forcer fuer-de-plan de los miembros del truss; b.) ayuda en mantener espacianuento apropiado de los trusses, y c) resiste y Paso las cargas laterales de viento y fuerzas sismu aplicadas at .• sistema dei truss. Trusses require Permarent Bracing within ALL of the following planes: - 1.- Top Chord Plane - 2. Bottom Chord Plane 3. Web Member Plane _ Structural Trusses requieren Arriostre Permanente Sheathing on dentro de TODOS los siywertes pianos: Top Chord I: Plano de la Cuerda Superior - Plane 2. Plane de la Cuerda Inferior ei 3. Plano del A9iembro Secundarict ® WARNING! Without Permanent Bracing the truss, or a portion of its members, r will buckle (i.e., fail) at loads far less than design. iADVERTENCIA! sin Arriostre Permanente ' r, fs_.°)rat: �yst•+!�rt2,'• el truss, o un parte de los miembros, ""! - torcerin (ej. fallaran) de cargas muchas menos que las cargas que el truss es disen'ado a llevar 1. PERMANENT BRACING FOR THE TOP CHORD PLANE ­I.-ARRIOSTRE PERMANENTE PAPA EI--• ---- ------------- - PLANO DE LA CUE RDA SUPERIOR © Use plywood, oriented strand board (OSB), or wood or metal structural put tins that are properly braced. Use contrachapado, panel de fibras orientadas (OSD), o viaas de soporte de macer o metal que son arriostrados apropiadamente. 0 The Truss Design Drawing (TDD) provides infor- (nation on the assumed support for the top chord. OiagowI'x' bracing in the Top Chord Plane at intervals EI Dibujo del Diseno de Truss (TDD) provee specified by the Building Designer inforinacidn sobre el soporte supuesto para !a - cuerda superior. T✓t Fa<_tencr sic and spacing requirements and grode `c. tltc sheathing, purlins and bracing are provided in the build - ng code and/or by the Building Designer. El tamaho de cierre y requisitos de espaciamiento y grado para el entablado, vigas de soporte y arriostre son provistos en el cddigo del edificio yro por el Dise iador del Edificio. 2. PERMANENT BRACING FOR THE BOTTOM CHORD PLANE 1. ARRIOSTRE PERMANENTE PARA EL PLANO ceiling DE LA CUERDA INFERIOR E Use rotes of continuous Lateral Restraint trilth Diagonal Bracing, gypsum board sheathing ort ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT! rigid ceiling. '-'' iSIEMPRE ARRIOSTRE LA RESTRICCION LATERAL CONTINUA DIAGONALMENTE! Use filas de Restriction, Lateral Continua (CLR) con Arriostre Diagonal o entablado de yeso cr B. Individual Web Member Reinforcement tedw rigida - B. Refuerzo de Miembros Segundaricts Individuales T-, L-, Scab, I-, LI -Reinforcement, proprietary metal reinforcement and stacked web products provide an rl The TDD prcvides information on the assumed support for the bottom chord. alternative for resisting web buckling. , E) TDD provee inF rmac!dn sobre elf soporte supuesto para la cuerda inferior. T-, L-, costra, U-Refuerzo, refuerzo de metal patentando y productos de miembros segundaros 0 Instaii bottom chord permanent Lateral Restraint at the spacing indicated on the T_DU amontonados proveen una altemativa para resistir el forcer de los miembros segundarios. and/or by the Building Designer with a maximum of 10' on center. Instale Restriccibn Lateral permanente de la cuerda inferior at espaciamiento indfcado, en e; TDD y/o par el Disenadcr del Edificio con un maximo de 10 pies en e' centro, r \ Diagonal Diagonal_ �`\ racing ked Bracing caI�XJ1IMetal � � T-Reinbrcement ®Sb Reirkvicemem LV Product Web \� ��a Bottom Chords Truss Member. typ. ` \` L-Remromevhem .. � „��. w - • L7 Tne fo!owing table may be used unless more specific information is provided. La siguiente tahfa puede s<r uiada a mems que in;brmaaon mos especifica ester provisto. 'Lateral Restraint 2x4xl2'r <_20'e orreaterla ed over i 9 PP _ • 1 two trusses '10' !!' �kSame chord and web members not a -. shown for clarity. `. Lateral Restraint and Diagonal Bracing used to brace the Bottom Chord Plane. a 3. PERMANENT BRACING FOR THE WEB MEMBER PLANE 3. ARRIOSTRE PERMANENTE PARA EL PLANO DE MIEMBRO SECUNDARIO - r. 4I. 15%«L Siza�I Type b Slze of We�ti � e Mfnlmum._Length =of of.WebConnectlonof We --- Reinloriement )Reinferceinent to Web [ab; .�.�I1t.xA s t5''.2x4 2x4 2x4 2x4 90% of web or 1 Row 2x6 2x6 2x6 2x6 Same species _ extend to within 16d Gun ' 2x8 2x8 2x8 2x8 and grade or • better than V et end of nails (0.1314.5') web member, @ V on center* whichever Is 2x4 - 2-2x4 2 Rows 2x6 2-2x6 web member greater 2x8 2-2x8 Gable End Frames and Sloped Bottom Chords fArmazones Hastioles Y Cuerdas Inferiores Pendientes • . �,+/.� !s U The Gable End Frame should always match the profile of the adjacent Iru55es•{0 °rn4I ms' i a on of proper Bottom Chord Piane restraint & bracing. EI Armazdn Hastial siempre dobe encajar el perh'l de los trusses contiguos par y'm n lacidn de Restriccidn y Arriostre de la Cuerda Inferior apropiada. 0 ! t r} 0 ILL— Bottom vd �I= ' i•• plane CL o - .:. s Exam le o1 raked bld wag P blae en ' (with scissors Gable End Frame) ; p. WARNING' -Do not install a flat bottom chord Gable End Frame with adjacent trusses that have a sloped bottom chord. Adequate bracing of this condition is very difficult and often impossible. iADVERTENCIA! No instate un Armazdn Hastial de cuerda inferior plana con trusses contiguous que i nen una cuerda inferior endiente. Arriostre adecuado de esta to p condicron es muy dificil y a menudo imposible. r PERMANENT BRACING FOR SPECIAL CONDITIONS ARRIOSTRE PERMANENTE PARA CONDICIONES, i ESPECIALES Sway Bracing—Arriostre de "Sway" u ',Sway" bracing is installed at the discretion of the Building Designer to help stabilize the truss system and minimize the t—•- laterai movement due to wind and seismic loads. Arriostre de '•Sway" ester instalado par to discrecidr. del Web Member Permanent Bracing collects and transfers buckling restraint forces and/or lateral loads 'Maxim rnallowable web length Is 141. Diseiiador del Edificio para ayuda,• en estabilizar " from wind and seismic forces. The same bracing can often be used for both functions. 'For sub Reinforcement use 2 rows of led Gun nails f(I at Von center to abach reinforcement to web. - - _ .__ e/ sistema del trusses y para minimizar el - Arriostre Permanente de los Miembros Segundarios recogen y person fuerzas de restricoidn de inovimiento lateral debido a cargas de viento y forcer y/o cargas laterales de viento y fuerzas sismicas. A menudo el mismo arriostre puede ser :-+` - cargas sismicas. _ _ usado para ambos funciones. ruI zxu lutuu eurwxry nzro , , .x, ' c ( -0 Sway bracing, if continuous, also serves to Individual Web Member Permanent Restraint &Bracing Is; u• lam' ,^ i,0 Some Truss Manu acturers mdrk the !orations of the web Lateral distribute -gravity loads between L. fuses of _ -- Restriction y Arriostre Permanente de Miembros Secundarius Individuates Restraint or reinforcement on - the truss using tags similar t thes e varying stiffre, . EJ Check the TDD to determine which web members (if any) require restraint to resist buckling. I at left., r _• (Nriostre de "Sway," si es continuo, tambien as _ s L. h.. Mgunos Fabncantes rte Trusses marcan en el truss lac ubicaciones a Reviser e/ TDD para determiner cuales miembros segundar- -- ,.�e,...•.arrx r� I. ,usado para distribufr las cargas de gravedao (fit ' 0. nix 11 ereWu•am ismoohiuroiLrrxxwmr .." de refuer o o Restriction! ateral de mie:'nbros secur Iarios usando ios (si algunos) requieren restdcacin para resistir el forcer. ,tit„. t I - entre trusses de rigidez vanando. _ - caminuous -sway' or'x' ora ranix ac a went etiquetas similares a las a la izquierda. Permanent Restraint/ Bracing for the Top along the length of the building 0 Restrain and brace with, r ( , Chord in a Piggyback Assembly A. Continuous Member Lateral Restrains fo Diagonal Bracing, or h T_ - 9 g'-. ResYriccion/Arriostre Permanente para la - B. Individual b1ember Web Reinforcement. f ` Fasten OSB to framing Cuerda Superior en un Ensambla a de Piggyback A. Restri y an Later con, r• ,v i -� @ 3' o.c. on edge, 6 P I ggy A. Restriccidn Lateral Continua Arriostre Diagonal, o r w;7rs' � ry ' 1,using restraint and bracing by: Repeat Diagonal Y " ^ I r Block sheeting C.C.ocin field with Bit yrq SYP outrigger a124' on • usi0g rows Of 4x2 stress -graded (Umber B. RefuerzodePliembrosSegundariosIndividua/es. umaiexheuruostarmworlWuttnr�;j _ 7/16 OSB edges within 4' center. Clip to Gable Top Chord 9 Bracialsoring at ' of Gable crus wim HB w/tt0) ed. CLR and Diagonal Intervals or less; A. Continuous Lateral Restraint (CLR) " - a ) Bracing, or as specified. CLR at & Diagonal Bracing I Web Member Plane • connecting the CLR into the roof spacing Permanent Building Stability Block between outlookers. Fasten diaphraom, or A. Restriccidn Lateral Continua (CLR) y Arriostre Diagonal { _ t^ Gable Top Chord w/ IDo Toe -nails specified Attach the CLR at the locations shown on the TDD. Bracing to Transfer Wind & @ 8' o c adding Structural Sheathing or Bracing - on the Y -• Sujete el CLR en las ubSeismic Forces icaciones mostrados en el TDD. � •' 2x4 No. 2 S1P GamFrames, ore TOP Chord Truss Design u + [7 Install the Diagonal Bracing at approximately 45° to the CLR and extend from the tap chord to the Arriostre de Estabilidad x•bracin 9 at 4Reimorcamem some other equivalent means. on Gable q � � � Drawing bottom chord, attaching to each web that it crosses..Repeat every 20' of less. Please thoroughly Permanente del Edificio mid -span and at vents as specified by Truss ' Provee resb'icacin y arriostre par: del Plano de Miembros 48' o.c. run back 7 check all Construction Documents as loser spacing may be required. 4 8' from game. Manufacturer. usando hiss de 4x_ CLR madera graduada Secundarius para Desplazar able Truss or esh.:erza Instale el Arriostre Diagonal a aproximadamente 4.5 grados a/ CLR y extiende de la cuenda superior . , Anach to gable P' a to cuerda inferior, sujetando a Cada miembro segundario que to cruza. Repita Cada 20 pies 0' Fuerzas de Viento y Fuerzas and truss verticals It vertical is not present, scab V y Arriostre Diagonal, o menos. Por favor revisa con cuidado todos los Documentos de Construccidn porque espaciamiento ' sismicas _ w/(3)16d.— full height vertical from Bottom conectando el CLR al diafragma del. 9 The web member restraint a Chord to Top Chord w/0)1od mos cercano puede ser requerido. ,echo, c or reinforcement specified on each end. QYP) • anadiendo Entablado Estructurl o arm -,EXAMPLES OF DIAGONAL BRACING WITH CONTINUOUS r a TDD is required to resist Clip end of Lateral Restraint ' -ores de arriostre, o alounos Otras m6t'odos e uivalentes. �I \y 2x4z8' SYP Lateral Sap Gable Trus to Gable Bonom Chord with LATERAL RESTRAINT / buckling under vertical loads. Restraint @ 48.. to stud wall wih f .: . ConBnuous " -�. ( Additional restraint and bracing Fastened to eac MSTA12 wih (8) (2) H2.5 w/(9) ed. ;;,'Refer to the TDD for the maxhnwm assumed spacing for attaching the Lateral Reshaint to the lop Permanent Continuous truss w/ (2) 16d 1od 4 Gable Bottom Chord. supporting ` Ti Lateral Restraint { is typically required to transfer p 8 o.c. chord of the su ortin truss. Lateral Restraint common. Fasten to top plate w/ too Re(iere al 'TDD par el espaciamiento maximo supuesto are su etar /a Restriction Lateral' o en= ^ sloads due to wind and/or toe -nails @ 8 p I Diagenai ( . seismic ic forces. This restraint • o.c. / tab/ado a la cuerda superior del truss sopoRan[e. Bracing \� - { and bracing is tynirally provirier , ' 0 The TDD provides the assumed thickness of by ;Fo n_!!ainq ne_iy.;er Diagonal Brace to roof Diaphragm blocking Cap therestrain:and minimum. connection .egt,i:c- La restricadn o refue <o de miembros tru _Trusses.—___ ments between the cap and the supporting ./ ss seguiluaiass esp:'r.rucnda eo a TDD c's i^ Gable End i tri or restraint. ry equeride a resistir el forcer bajo cargas Frame ' <20' verticales. Restriccidn y arriostre adicfona/ Root CLR required only EI TDD provee el nrosor>upuesio de la restric- �E. i b' es requendo tipicamente para pasar cargas Diaphragmr i if Bracing Frame or tido S' los requisites de conexron mintinos entre loteroles debichs a fuerzas de viento I,,'- Blocking Structural Sheath- /a cepa 1' cl ,, uss sopor Tante o !a r est,-, cclin. Note: Some chord and web members not fire; zas sismicas. Esta restriction y arriostre in is installed shown for clarity. es tipicamente provisto or ei Disenador del Horizontal /j g C If ), repeat at gracing s used is restrain the Group of 3 Trusses - p ti intermittently CLR(s), repeat at 10, intervals or as specs• EdiF,cio. L• Reinforcement h ' Bracing Frame tied. Please thoroughly Bieck all Construction ' or Structural Documents as closer spacing may be required. 1 Sheathing Si Arriostre Diagonal es usado para restrinair Supporting el/los CLR(s), repita en intervalos de 10 pies Trusses o tomo especificado. For favor revisa con t _ cuidado todos los Documentos de Construccidn f porque espaciamiento mos cercano puede ser Diagonal requerido. Diagonal Brac! Diagonal Brace Lateral Restraint Blocking Attach Blocking BracetoLateral Restraint ro up of 2 Trusses 0 Lateral Restraint & Diagonal Bracing can also be used with small groups of trusses (i.e., three or less). Attach the Lateral Restraint & Diagonal Brace to each web member that they cross. Restriccidn Lateral y Arriostre Diagonal tambien puede ser usado con grupos pequenos de trusses (ej. tres o menus). Sujete la Restriccidn Lateral y el Arriostre Diagonal a Cada miembro segundado que los cruzan. 0J:LmN.'A(00t® CNRKK • nnn,r•Inln 40JJ:4inF±1-I:3l`h9:N0 I Gable end/wall permanent Diagonal Bracing. Locate in line with Bottom Chord permanent CLR or as specified by the Building Designer. Note: Top Chord•`•"ti`yz, sheathing not shown L, for clarityry. - ^t � Some Truss Designers provide general design toiler and details to assist the Building Designer in determin- 'r Ing the Bracing required to transfer lateral loads due to wind and/or seismic forces from the Gable End Frame into the roof and/or ceiling diaphragm. _ Afgunos Fabricantes de T,vases proveen tablas y detalles de diseno generates para asistir el DiI dor del Edificio on deter minar el Arriostre requerido para pasar cargas laterales debidas a fuerzas de viento y/o fuerzas sismicas del Armazdn Hastial at diafragma del techo. '4 DIOL-WAEra] Mu11:1ul:1'I® t ' S X0090 "°°°'°'°'"` TRUSS PLATE INSTITUTE • 6300 Enterpriselane • Madison, WI 5.3719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/2744849 • vrww.sbcindustry.com 703/683-1010 • www.tpinstorg, ►S,�SECU ISI DARIOS" The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy z Standards as amended by the t jurisdiction apply to this project. NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWING AND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER) IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. b'✓ O CONSTRUCTION IN EASEMENT j ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT---- INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES & ROOF r-- -- i PRIOR APPROVAL REQUIRED ' FOR PEX AND CPVC PLUMBING INSTALLATIONS FROM BUTTE COUNTY BUILDING DIVISION r- - Provide glulam certificate at time of frame inspection to field inspector i BUTTE CUUN'J'Y BUILDING DIVISIM's APPRM D APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE (BASED ON 1997 UBC), 2001 CALIFORNIA MECHANICAL CODE (BASED ON 2000 UMC), 2001.CALIFORNIAPLUMING CODE ( BASED ON 2000 CPC) 2004 CALIFORNIA ELECTRICAL CODE (BASED ON 1999 NCE) & 2005 CALIFORNIA ENERGY STANDARDS. GENERAL. NOTES: W m � OQ W O C o A a 4/20/07 PALERMO RD S VILLAAV�E OF 1/6,=11011 o I SITE LOCATION VICINITY MAP NOT TO SCALE NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWING AND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER) IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. b'✓ O CONSTRUCTION IN EASEMENT j ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT---- INCLUDING FOOTINGS, FOUNDATIONS, WALLS, EAVES & ROOF r-- -- i PRIOR APPROVAL REQUIRED ' FOR PEX AND CPVC PLUMBING INSTALLATIONS FROM BUTTE COUNTY BUILDING DIVISION r- - Provide glulam certificate at time of frame inspection to field inspector i BUTTE CUUN'J'Y BUILDING DIVISIM's APPRM D APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE (BASED ON 1997 UBC), 2001 CALIFORNIA MECHANICAL CODE (BASED ON 2000 UMC), 2001.CALIFORNIAPLUMING CODE ( BASED ON 2000 CPC) 2004 CALIFORNIA ELECTRICAL CODE (BASED ON 1999 NCE) & 2005 CALIFORNIA ENERGY STANDARDS. GENERAL. NOTES: N _ Q z� 00 a - II. z _ Oo� g g0 o :iyLLa LLF zw W M a >O 000- who 0 �0 O � z IL DESIGN & DRAFTED BY: AMCM DIV 254FAIRARM YUBACP,, CA 9W (54 31501 PROJECT: W m � OQ W O C o A a N _ Q z� 00 a - II. z _ Oo� g g0 o :iyLLa LLF zw W M a >O 000- who 0 �0 O � z IL DESIGN & DRAFTED BY: AMCM DIV 254FAIRARM YUBACP,, CA 9W (54 31501 PROJECT: MARTINEZ SHEET DATE: 4/20/07 SCALE: OF 1/6,=11011 11 o�-6q�q RL -./E SPY ____________________________________ _�______________;_____-_____-_____________-_____________________________________--__-__-_______________ I I j OLIVE ORCHARD \ 1 I PROPERTY LINE I I 1 1 - 1 • I I � I � I 421011 - SEPTIC ILI i s I TANK I • 1 `i _ .. - • C N BE OOM - F • 500'0" BATH NEW COVER PORCH ! 2010" \ ELECTRICAL PANEL - _ No N 200 AMPS -` _ • i I NEW e GARAGE OLIVE ORCHARD �u I I 120'0" Y t I - • AP®'D _ w 110' 0 1 DRIVE WAY - 100' 0 I � • , - 1 I I I I I � I 1 ' I • r 1 I R\ I I PROPERTY LINE I .\ I I - , ------------------------------=---------- NOTES: LOT'SIZE.IS 10 ACRES. ' ' J - *1., •- - " r r •.' � art _ i , ------------------------------------------------ - --------- GENERALNOTES: U ZO oz �=DZ�zoWr Fo�09J0oJQZ.W w = a S O00 - w w °� aU�90y 0 W�o t ILZ94 DESIGN & DRAFTED BY: ARAE[' AZt 1 254 FAIRMAN STREET YUBACITY, CA9W (53D) 315'8331 ' - r PLOT PLAN Z NOT TO SCALE - a PROJECT: MARTINEZ SHEET DATE: m, a/2oro7 - SCALE: -OF- L�L W �o Jho w a U ZO oz �=DZ�zoWr Fo�09J0oJQZ.W w = a S O00 - w w °� aU�90y 0 W�o t ILZ94 DESIGN & DRAFTED BY: ARAE[' AZt 1 254 FAIRMAN STREET YUBACITY, CA9W (53D) 315'8331 ' - r PLOT PLAN Z NOT TO SCALE - a PROJECT: MARTINEZ SHEET DATE: 2 a/2oro7 - SCALE: -OF- 241011 SEPTI TANK a �M NOTES: EXISTING RESIDENCES IS TO REMAIN THE SAME 44' 0f' 51011 \ ARCH 25 SQ FT 271611 ry�. ISION' EXISTING FOOTAGE GARAGE, 809 SQ FT SIDE PORCH 25 SQ. FT TOTAL 834 SQ FT EXISTING PLAN SCALE 1/8"=1'0" GENERAL NOTES: � W MARTINEZ m o D CDO Z V f- 1/e°=Val 11 ipo a 9� y I- G ZI o 00 a a Zo DZU C) a +Vo V COLLI pu � OD yZWW W � a O5 O60- o o �o o . z I DESIGN S DRAFTED BY- ARACEU DAZ 254 FAIRMAN STREET YUBACIT,, CA95991 (530) 3156331 PROJECT: MARTINEZ SHEET DATE: 3 4/20/07 SCALE: OF 1/e°=Val 11 SEPTIC TANK . BATHROOM / SEWER / VENT: 1. WATER CLOSET CANNOT USE MORE THAN 1.6 GALLONS PER FLUSH. 2. CLEAR SPACE AROUND TOILET: A.15" from center to wall B. 24" in front 3. SHOWERHEAD CAN FLOW 2.5 gpm OR LESS, WATER TEMPERATURE OF 120 DEGREE F. 4. SHOWER CONTROL VALE MUST BE THERMOSTATIC OR PRESSURE BALANCE TYPE. 5. EVERY FIXTURE MUST HAVE ITS OWN -TRAP EXCEPT ONE W/ INTERGRAL TRAP SUCH AS A TOILET. 6'ROOF VENTS MUST TERMINATE: A. MIN. 6" ABOVE HIGH SIDE OR ROOF WHERE IT PASSES THROUGH. B. MIN. 10" FROM VERTICAL SURFACE. SAFETY GLAZING: 1. SAFETY GLAZING, SUCH AS PLASTIC / TEMPERED GLASS, IS REQUIRED FOLLOWING LOCATIONS. A. Entry doors, except jalousies. B. Patio doors. C. Storm doors. D. Swinging doors. E. Doors & enclosures for tub and showers F. Where single pane larger than 9 sq..ft. is within 36" horizontally of walking .surface, it's bottom is less than 18" above floor, and it's top is more then 36" above floor. NOTES: e PROPOSED PLAN SCALE 1/81111=1 loll Plumbing - 1. Water main is 1" 2. All drainage lines must slpoe a minimum of 1/4" per foot or 2% towards point of disposal. Mechanical - 1. Furnace is located in attic and air condition is located south side of house, a 125 volt 20amp receptacle is required within 25 ft. of each unit. 2. Air ducts must terminate a minimu of 3\' from property line and opening into building. Energy - 1. Joints and seams of duct systems must be sealed with UL 181 listed duct tape 2. All penetration into unconditioned space (attic, etc.) must be caulked, gasketed, weatherstripped or sealed to limit infilration and exhilaration. GENERAL NOTES: 6 °o Zp a Da Q Z o 8 ;Z� W F= -M 10 W +10 �gJOILIL 0 IU <Z °W LU a 5 RHO .20 90 o ��z aZt�< DESIGN S DRAFTED BY. ARAM DIAZ 254 FAIRNIAN STREP YUBACRY CA95991 (53P31501 PROJECT: MARTINEZ W m DATE: 4 4/20/07 D C1 OF 6 A a 6 °o Zp a Da Q Z o 8 ;Z� W F= -M 10 W +10 �gJOILIL 0 IU <Z °W LU a 5 RHO .20 90 o ��z aZt�< DESIGN S DRAFTED BY. ARAM DIAZ 254 FAIRNIAN STREP YUBACRY CA95991 (53P31501 PROJECT: MARTINEZ SHEET DATE: 4 4/20/07 T SCALE: OF 34'011 NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWINGAND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER) IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. ,�. APP WED FOOTAGE GARAGE SIDE PORCH PORCH 1020 SQ FT 510 SQ FT 100 SQ FT TOTAL 1630 SQ FT PROPOSED PLAN SCALE 1/811=11011 GENERAL NOTES: N V ZO 0 5 -a °z z IWO W zo �_cp 101 O 10 Lu W QN�a Z W M wo a o ��0- ��o 0 g0 O �� 11< DESIGN Z< DESIGN S DRAFTED BY. AMCM OR N FAIRMAN STREET YUMCITI; CAM (5M)3156331 PROJECT- ROJECTMARTINEZ W MARTINEZ m DATE: 5 4/20/07 SCALE: OF 11 lu W N V ZO 0 5 -a °z z IWO W zo �_cp 101 O 10 Lu W QN�a Z W M wo a o ��0- ��o 0 g0 O �� 11< DESIGN Z< DESIGN S DRAFTED BY. AMCM OR N FAIRMAN STREET YUMCITI; CAM (5M)3156331 PROJECT- ROJECTMARTINEZ MARTINEZ SHEET DATE: 5 4/20/07 SCALE: OF 11 1/8"=1'0" �y!1!y�yilAW■ol.A 1" y!y�j.��y�1.=■:'— �■1•yly�llllyll��!1!1!1!+iyyyly!r!1�11�+1y!ylNWHIy!'l'�lSM111,Myl!l!li0!1!1y1!�+1!1!1! �I FRONT ELEVATION LEFT SIDE ELEVATION BUTTE COUNTY BUIL NG DIVISION APPRO' RIGHT SIDE ELEVATION REAR ELEVATION GENERAL NOTES: cA = w Z� a 5 00 Q z = � ozo g 01 o �LL a0 �o <Z -W 0 Wo Lu O CO. � Z azg DESIGN & DRAFTED BY. ARACEJ DIAZ 254 FAIRMAN STREET YUMCfiY CA9M (530) 3156331 PROJECT: w � m DATE: 6 0 W SCALE: a 1/8"=1'0" cA = w Z� a 5 00 Q z = � ozo g 01 o �LL a0 �o <Z -W 0 Wo Lu O CO. � Z azg DESIGN & DRAFTED BY. ARACEJ DIAZ 254 FAIRMAN STREET YUMCfiY CA9M (530) 3156331 PROJECT: MARTINEZ SHEET DATE: 6 4/20/07 SCALE: OF 1/8"=1'0" BUTTE COUNTY BUILDING DIVI OON APPROVED ROOF PITCH 4:12 NOTES: 1. TRUSS E 24" DONE BY OTHERS. 2. NEVER � UTE RUSSES. 3. OVER N IS 116". 4. ROOF PITCH 4:12. 5.2X6 FASCIA BOARD GENERAL NOTES: N V 0 � ZO 0 °z LIZUW �Z� Lu Z mo a Wo < J+ vo 0LL - u �az•W E5 a �0o0 Lu :31 R a�gN Eteo 0 0 o Z azclQ DESIGN S DRAFTED BY: ARAcaj DIAZ 254 FAIRMAN STREET YURACR1! CA95991 (530) 3156331 PROJECT- ROJECTMARTINEZ MARTINEZ Lu m DATE: 0 F- 4/20/07 o W a 1/8"=1'0" 11 N V 0 � ZO 0 °z LIZUW �Z� Lu Z mo a Wo < J+ vo 0LL - u �az•W E5 a �0o0 Lu :31 R a�gN Eteo 0 0 o Z azclQ DESIGN S DRAFTED BY: ARAcaj DIAZ 254 FAIRMAN STREET YURACR1! CA95991 (530) 3156331 PROJECT- ROJECTMARTINEZ MARTINEZ SHEET DATE: 7 4/20/07 SCALE: OF 1/8"=1'0" 11 BRACED WALL NOTES: 10 WOOD STRUCTURAL PANES SHEATHING -5/16" THICK X 4' WIDE NAILED TO STUDS SPACED @ 16" O.C. MAX. 2� GYPSUM BOARD -5/8" THICK TYPE X O ALTERNATE BOARD -1/2" THICK PLYWOODX2'8" WIDE. PLYWOOD SHEATHING TO BE NAILED WITH 8d COMMON OR GALV.BOX NAILS ANCHOR BOLTS SALL BE PLACED @ PANEL QUARTER POINTS. EACH PANEL END STUD SHAL BAVEATIE-DOWN DEVICE PROVIDING AN UPLIFT CAPACITY OF 1800 LBS MIN. SEE DETAIL I--r- BUTTE COUNTY t� �QQ+� ?0�� BUILDING DIVISI0 Flo S� <k6- )° APPROVE® �� d � n1IN //----�� 4X10 HEADER O O - 4X10 HEADER B' TYPE X GYP. BOARD ONALLWALLS & CEILING O 014AIJ ' X GYP&. CEIUNG BOARD O4X10 ( O 0 2X6 CJ @ 16° OC 0 O 04 POST yy�� '\ 5B' TYPE X GYP. BOARD MIN. Y� ONALLWd.S&CEILING • - 5!&• TYPE X GYP. BOARD e ON ALL WALLS & CEILING 1 4X12 HEADER 4X12 HEADER Aur, khcf, —,L 4X4 POST MIN. \.f �C 4X4 MIN. 5 VYX11• GI B. BEAM 04 POST 2X6 CJ (d 16• OC MIN. \ ii II 4X12 HEADER O WOOD FRAMING 1. Lumber shall be grade marked and shall conform to the grading rules of the West Coast Lumber Inspection Bureau. 2. Framing lumber shall be Douglas Fir -Larch (DF -L) # 2 or better. 3.4x headers shall be DF -L # 1 or better, U.0.N. 4.6x headers shall be DF -L# 1 or better, U.O.N. 5. Wood posts shall be DF -L # 1 or better, U.O.N. 6. Timber connectors shall be "Strong Tie" as manufactured by Simpson Strong -Tie Company, Inc. San Leandro, CA or approved equal. FRAMING PLAN SCALE 1/811=19011 7. Splices in the upper and lower plates at the top of stud wall shall be staggered at least 4'-0" and connected with 6-16d common nails. 8. Minimum dimension of any plywood sheet shall be 24 inches and the minimum area shall be 8 square feet. 9. The bottom 6 inches of posts that bear on concrete shall be treated with a non -hazardous preservation ( not CCA). 10. Sill plates resting on concrete shall be foundation grade redwood or Douglas Fir -Larch pressure impregnated with non -hazardous and non-corroive preservative. 11. All nails shall be common type. GENERAL NOTES: �? LI. 5 W m DATE: 0 0 0 Z VL OF Cl 5 G U11 W C> a �? LI. Z 0 DATE: 0 0 Z W Z � m_5) li My 0 OF �0U 9 JyLLa (j)� M W a so Q Z II -W W O�ON p 0�0 o � z azclQ DESIGN & DRAFTED BY. AMCM DR 254 FAINN STREET YUBAC ,CA9N (5M) 315&331 PROJECT: MARTINEZ SHEET DATE: X 4/20/07 V SCALE: OF v8"=1'0° 11 NOTES: 1. FOOTING T BE A MIN. OF 12" INTO UNDISTRUB SOIL. 2. MUD SILL TO BE REDWOOD OR PRESSURE TREATED. 3. FINISHED FLOOR AMIN. OF 6" ABOVE FINISH GRADE 4.12" DEEP FOOTING QAC Oil 301011 ' 7'211 12'x12" FOOTING GARAGE FLOOR TO SLOP 1/8" PER FOOT 2X4 PRESSURE TREATED SILL IN CONCRETE f I 4" CONCRETE SLAB 2500 PSI IN 28 DAYS ANCHOR BOLTS W DIA @ 5-0" OC 81T FROM CORNERS F '6" 10' 0" 5' 0" , 101011 2-61 FOUNDATION: 1. Concrete shall have a minimum compressive strength of 2500 -psi @ 28 days. Concrete shall contain a minimum of sacks of cement per cubic yard and shall have a slump no greater than 4 inches. 2. Reinforcing bar (rebar) shall be deformed, grade 40 for #4 bars and below and 60 for #5 bars and above, billet steel conforming to ASTM A615. Rebar shall be free from coating which will reduce the bond. 3. Splices of rebar shall be a minimum of 40 bar diameters and shall be securely tied together. splices of adjacent rebar shall be staggered wherever possible. 4. Anchor bolts, rebar, dowels, inserts, etc. shall be well secured in position prior to pouring concrete. 12'x12" / FOOTING 4" CONCRETE SLAB z, 2500 PSI IN 28 DAYS 2X4 PRESSURE TREATED 12"X12"' SILL IN CONCRETE FOOTING x12" FOOTING 4" CONCRETE SLAB v � 2500 PSI IN 28 DAYS 14'6' 9' 1 12'x12" / FOOTING 10,0" ' 12"X12" FOOTING 10 0" BUTTE COUNTY BUILDING DIVISION APPRMrEED 5. Shell shapes shall conform to ASTM A36 and shall be fabricated in accordance with the AISC. 6. Anchor bolts and threaded studs shall conform to ASTM A307, U.O. N. 7. The concrete slab shall receive a steel trowel finish. All exposed concrete edges - shall be chamfered 3/4". 8. Anchors and dowels installed into (E) Concrete shall be CIA -Gel 7000 by Covert Operations, HIT HY 150 by Hilti, or Epoxy -Tie Simpson Strong -Tie. Required embedment depth is shown on drawings. FOUNDATION PLAN SCALE 1/811=1'0" GENERAL NOTES: .ri, Z� Q 00 zNza r_1w Cn 0� 0 � § 9 W aNIa 0 _3 Z W w Sao 0 Nise0 0 �G 0Wz< DESIGN & DRAFTED BY: AMCW DR 254 FAIRMAN STREET YUBAC ,,CA95991 (530) 31501 PROJECT: MARTINEZ W m DATE: 9 4/20/07 Z SCALE: F- 1/8"=110" J W W C) a .ri, Z� Q 00 zNza r_1w Cn 0� 0 � § 9 W aNIa 0 _3 Z W w Sao 0 Nise0 0 �G 0Wz< DESIGN & DRAFTED BY: AMCW DR 254 FAIRMAN STREET YUBAC ,,CA95991 (530) 31501 PROJECT: MARTINEZ SHEET DATE: 9 4/20/07 V SCALE: OF 1/8"=110" J 0 m WALL OUTLET 220 WALL OUTLET 0 CEILING MOUNT FIXTURE SWITCH ® FLORESCENT FIXTURE S GFCI PROTECTED OUTLET „.qP WATERPROOF OUTLET ® FAN i:p- EXTERIOR FLORESCENT WALL MOUNT FIXTURE NOTES: ' 1. LUMINARIES IN SHOWER OR BATH COMPARTMENTS MUST BE LISTED FOR DAMP OR WET LOCATIONS. 2. EXTERIOR OUTLETS MUST BE WEATHER PROOFED. 3. NON -FLUORESCENT FIXTURES MUST BE ON A DIMMER IN THE FOLLOWING LOCATIONS, LIVING ROOM, DINNING ROOM AND BEDROOMS.. 4.125 VOLT15 OR 20 AMP RECEPTACLE WITHIN 25 FT OF HEATING ANDAIR CONDITIONING EQUIPMENT. 5. ALL EXTERIOR LIGHTING SHOULD BE FLUORESCENT OR EQUIPT WITH A MOTION SENSOR. ELECTRICAL & DOORS AND WINDOWS SCALE 1/8"=1'0" GENERAL NOTES: N 0 o � Zp 0 5 -a zz ww oz_ w p _ a) oO� .10 u.r<Z •W w o wo a S �00- a o IL 3 ~o 0 t fflz DESIGN S DRAFTED BY: ARACRIaAZ 254 FAlRA S REEr YUBACgY CA95991 (530) 3156331 PROJECT- ROJECTMARTINEZ MARTINEZ W m DATE: i O c';5 z 0 a OF was ��o W a N 0 o � Zp 0 5 -a zz ww oz_ w p _ a) oO� .10 u.r<Z •W w o wo a S �00- a o IL 3 ~o 0 t fflz DESIGN S DRAFTED BY: ARACRIaAZ 254 FAlRA S REEr YUBACgY CA95991 (530) 3156331 PROJECT- ROJECTMARTINEZ MARTINEZ SHEET DATE: 4/20/07 _1,0 1 SCALE: OF 1/8°=1.91 11 319PLYMOD WTH 8d COMMON NAILS @ 5' OC ALL PANEL EDGES Iam N WIL. PANEL LENGTH 11E-0OwN ' --J \ 518" & ANCHOR BOLTS WITH 7':Q'X311T V0SHER ALTERNATE BRACED WALL PANEL Sale 1=IT' ASPHALT SHINGLES OVER 15M �L FELT OVER 1/2" APA RATED PLYWOOD SHEATHING WITH STAGGERED JOINTS 7/8" PORTLAND CEMENTPLASTER OVER 2 LAYERS OF GRADE D PAPER BACKED W/ WIRE LATH OVER 1/2" CDX PLYWOOD. 5/8" DIA. X 10"A: B. (96-10" O.C.& 6" FROM CORNER 2"X2X3116" PLATE WASHER @ EACH SILLANCHOR BOLT 6" O 2 TABLE 2311-B-1 NAILING SCHEDULE, t 1 CONNECTION NAILING 1. Joist to sill or girder, toenail 3•8d 2. Bridging to joist, toenail each end 34W 3. 1"x6" (25mrrX152mm) subfloor or less to each joist, face nail 2-8d NO. 2S GAUGE 2-8d 5.2" (51 mm) subftoor to joist or girder, blind and face nail CORROSION- 6. Sole plate to joists or blocking, typical face nail 16d@16" (408mm) OC RESISTANTMETAL 316dPER 18" (406mm) 7. Top plate to stud, end nail 2-28d METAL REINFORCEMENT FUR Our 1/4" AND NAIL 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail VWTH GALVANIZED NAILS (r OC CERnCALLY 10. Doubled top plates, typical faced nail _ 16d @ 16" (61Omm) OC AND 16" OC HORIZONTALLY 8-16d 11. Blocking between joists or rafter to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d @ 6" (152mm) OC 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces ` 16d @ 16" (408mm) OC along each edge .15. Ceiling joist to plate, toenail 3-8d 18. Continuous header to stud, toenail 48d ���\^'��.-___-= sae, �..z.�;mx-!a `• 316d 18. Ceiling joists to parallel rafters, face nail 316d 19. Rafter to plate, toenail _ 3-8d 20. 1" (25mm) braced to each stud and plate, face nail' 2-8d _ 21. 1"X8" (25mmX203mm) sheathing or less to each bearing, face nail 2-8d - 22. Wider than 1"X8" (25mmX203mm) sheathing or - - less to each bearing, face nail 38d r 23. Buift-up korner studs 16d @ 24" (61 Omm) OC 24. Built-up girder sand beams 20d@ 32" (813mm) OC @ top & bottom & staggered 2-20d @ ends @ each splice - -- 125. 2" (51 mm) planks 2-16d @ each bearing ' 26.Wbod structural panels and particleboard: Subfloor and wall sheathing (to framing): DRIP T WIRE MES SH COAT GRADE 0 PAPER AT BROWN �CAT 3/8- PLYWOOD SHEATHING EXTERIORSCREED PLASTER PORTLAND CEMEW PLASTER iSTUX0)-kCT10N TABLE 2311-B-1 NAILING SCHEDULE, t 1 CONNECTION NAILING 1. Joist to sill or girder, toenail 3•8d 2. Bridging to joist, toenail each end 2-8d r' 3. 1"x6" (25mrrX152mm) subfloor or less to each joist, face nail 2-8d 4. Wider than 1"X6"-(25mrnX152mm) subtloor to each joist, face nail 2-8d 5.2" (51 mm) subftoor to joist or girder, blind and face nail 1 2-16d 6. Sole plate to joists or blocking, typical face nail 16d@16" (408mm) OC Sole plate to joist r blocking at braced wall panels 316dPER 18" (406mm) 7. Top plate to stud, end nail 2-28d B. Stud to sole plate . 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 18d @ 24" (610mm) OC 10. Doubled top plates, typical faced nail _ 16d @ 16" (61Omm) OC Doubled top plates, lap splice , 8-16d 11. Blocking between joists or rafter to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d @ 6" (152mm) OC 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces ` 16d @ 16" (408mm) OC along each edge .15. Ceiling joist to plate, toenail 3-8d 18. Continuous header to stud, toenail 48d ' 17. Ceiling joists, laps over partition, face nail 316d 18. Ceiling joists to parallel rafters, face nail 316d 19. Rafter to plate, toenail _ 3-8d 20. 1" (25mm) braced to each stud and plate, face nail' 2-8d _ 21. 1"X8" (25mmX203mm) sheathing or less to each bearing, face nail 2-8d - 22. Wider than 1"X8" (25mmX203mm) sheathing or - - less to each bearing, face nail 38d r 23. Buift-up korner studs 16d @ 24" (61 Omm) OC 24. Built-up girder sand beams 20d@ 32" (813mm) OC @ top & bottom & staggered 2-20d @ ends @ each splice - -- 125. 2" (51 mm) planks 2-16d @ each bearing ' 26.Wbod structural panels and particleboard: Subfloor and wall sheathing (to framing): NOTES: ♦ 1 6d L j _ ♦ •4 w 4• 6d L j _ o hp Q U Z, j s. 1-1/8" to 1-1/4 (29mm-32mm) 10d or Bd ' 27. Panel siding (to framing): " 3/4" (12.7mm) or less 6d r' 5/8" (16mm) 8d + 28. Fiberboard sheathing: x - 1/2" (12.7mm) - no. 11 ga. (n no. 116 ge. 2X6 CEILINGno. 11 ga. j (� f 25W (20mm) 8d r P JOINTS @ 16" O.C. no 16ga O Z 29. Interior pending _ Q 0!1 1/4" (6.4mm) 4d Q 001 36'(9.5mm) 6d 5/8" TYPE X DRYWALL _ } - Z Z coo �i F U NAILED @7"O.C. _' a Z 2 JZQ OUTTE COUNTY -1 <z _J 0wo IL 5/8" TYPE X DRYWALL' , : ��C `' ',•TD�: E'� t 1- Oco 50'- 0 O NAILED @ 8" O.C. f .. Z I -4 - ho dZQ • _ 2X4 STUD _ 5/8" DIA X 10"A. B. 6" O.C.& 6" FROM DESIGN 8 DRAFTED BY: CORNER y- ARACEII DIAZ ' - 4" CONCRETE SLAB 4" CONCRETE SLAB . - 2"XnY16" PLATE VASHERL2X4 STUD 4* CONCRETE SLAB FAIL mop i 4" CONCRETE SLAB + _ @EACHSILLANCHORBOLT YUBAC",, CA9W • - �� � • �' 315fi331 • ° 2-A4ffiM@ z'# 4 REBAR PROJECT: TOP &BOT= ° TOP &BOTTOM 2- # 4 REBAR @ - MARTINEZ' SHEET TOP & BOTTOM " 12" DATE: - .. , • _ - 12" - , 4/20/07 GARAGE /PORCH.FOOTING ~- INTERIOR BEARING FOOTING SCALE:' . OF SECTION @WALL TYPICAL ,11 j 1/8"=1'0" .. . 1/2" (12.7mm) and less r 6d o ' - 1QG2" to 3/4" (15mm-19mm) - 7/8" to 1" (22mrn-25mm) 8d or 6dc 8d a , C ` 1-1/8" tot -1/4" (29mrrF32mm) .10d or 8d ` a W ` Combination sublloor-undedayment (to framing): 3/4" (19m) and less f Bd O a " Y 716" to 1" (22mm•25mm) - 8d s 1-1/8" to 1-1/4 (29mm-32mm) 10d or Bd ' 27. Panel siding (to framing): " 3/4" (12.7mm) or less 6d r' 5/8" (16mm) 8d + 28. Fiberboard sheathing: x - 1/2" (12.7mm) - no. 11 ga. (n no. 116 ge. 2X6 CEILINGno. 11 ga. j (� f 25W (20mm) 8d r P JOINTS @ 16" O.C. no 16ga O Z 29. Interior pending _ Q 0!1 1/4" (6.4mm) 4d Q 001 36'(9.5mm) 6d 5/8" TYPE X DRYWALL _ } - Z Z coo �i F U NAILED @7"O.C. _' a Z 2 JZQ OUTTE COUNTY -1 <z _J 0wo IL 5/8" TYPE X DRYWALL' , : ��C `' ',•TD�: E'� t 1- Oco 50'- 0 O NAILED @ 8" O.C. f .. Z I -4 - ho dZQ • _ 2X4 STUD _ 5/8" DIA X 10"A. B. 6" O.C.& 6" FROM DESIGN 8 DRAFTED BY: CORNER y- ARACEII DIAZ ' - 4" CONCRETE SLAB 4" CONCRETE SLAB . - 2"XnY16" PLATE VASHERL2X4 STUD 4* CONCRETE SLAB FAIL mop i 4" CONCRETE SLAB + _ @EACHSILLANCHORBOLT YUBAC",, CA9W • - �� � • �' 315fi331 • ° 2-A4ffiM@ z'# 4 REBAR PROJECT: TOP &BOT= ° TOP &BOTTOM 2- # 4 REBAR @ - MARTINEZ' SHEET TOP & BOTTOM " 12" DATE: - .. , • _ - 12" - , 4/20/07 GARAGE /PORCH.FOOTING ~- INTERIOR BEARING FOOTING SCALE:' . OF SECTION @WALL TYPICAL ,11 j 1/8"=1'0" .. . t BUTTE COUNTY 14AY 0 12007 DEVELOPMENT SERVICES AP/COUN R2007 41 NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSION&PRIORTO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER -SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWING AND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER). IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE (BASED ON 1997 UBC), 2001 CALIFORNIA MECHANICAL CODE (BASED ON 2000 UMC), 2001 CALIFORNIA PLUMING CODE ( BASED ON 2000 CPC) '2004 CALIFORNIA ELECTRICAL CODE (BASED ON 1999 NCE) & 2005'CALIFORNIA ENERGY STANDARDS. GENERAL NOTES: w MARTINEZ SHEET DATE: Cm G 4/20/07 cs F - °a PALERMO RD S VILLAAVE a 'ciw C�' a SITE LOCATION VICINITY MAP NOT TO SCALE NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSION&PRIORTO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER -SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWING AND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER). IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. APPLICABLE CODES: 2001 CALIFORNIA BUILDING CODE (BASED ON 1997 UBC), 2001 CALIFORNIA MECHANICAL CODE (BASED ON 2000 UMC), 2001 CALIFORNIA PLUMING CODE ( BASED ON 2000 CPC) '2004 CALIFORNIA ELECTRICAL CODE (BASED ON 1999 NCE) & 2005'CALIFORNIA ENERGY STANDARDS. GENERAL NOTES: 7I V z 00 0 z Nzs �hI w F =. 1p� o n gzdw0 W aso Ou - F -o o go 0 '� az9<z DESIGN S DRAFTED BY. ARAM DIM 254 FAIRMAN STREET YUBAcmr, CUM (533156331 PROUECT: w MARTINEZ SHEET DATE: Cm G 4/20/07 cs F - °a O a 'ciw C�' a 7I V z 00 0 z Nzs �hI w F =. 1p� o n gzdw0 W aso Ou - F -o o go 0 '� az9<z DESIGN S DRAFTED BY. ARAM DIM 254 FAIRMAN STREET YUBAcmr, CUM (533156331 PROUECT: MARTINEZ SHEET DATE: 4/20/07 SCALE: OF 1/8"=119, O SEPTIC TANK 0 25 SQ FT EXISTING FOOTAGE SIDE PORCH 25 SQ FT TOTAL 834 SQ FT GENERAL NOTES: � W MARTINEZ m C> D a Z DZU W Q� 0 a 3LLa haU4 W n. C> DESIGN & DRAFTED BY: ARACEU DIAZ 254 FAIRMAN STREET YUBAan; CA 950 (530) 3158331 PROJECT: MARTINEZ o a 5 ZI 00 a y o 8 DZU W Q� P_0) O a 3LLa y fY O J � � S NZWW �ov0 U. ��o aU�y �� z O Iffl i DESIGN & DRAFTED BY: ARACEU DIAZ 254 FAIRMAN STREET YUBAan; CA 950 (530) 3158331 PROJECT: MARTINEZ SHEET DATE: 2 4/20/07 SCALE: OF 1/8"=1'0" 10 SEPTIC TANK BATHROOM / SEWER / VENT: 1. WATER CLOSET CANNOT USE MORE THAN 1.6 GALLONS PER FLUSH. 2. CLEAR SPACE AROUND TOILET A.15" from center to wall B. 24" in front 3. SHOWERHEAD CAN FLOW 2.5 gpm OR LESS, WATER TEMPERATURE OF 120 DEGREE F. 4. SHOWER CONTROL VALE MUST BE THERMOSTATIC OR PRESSURE BALANCE TYPE. 5. EVERY FIXTURE MUST HAVE ITS OWN TRAP, EXCEPT ONE W/ INTERGRAL TRAP SUCH AS A TOI LET. 6. ROOF VENTS MUST TERMINATE: A. MIN. 6" ABOVE HIGH SIDE OR ROOF WHERE IT PASSES THROUGH. B. MIN. 10" FROM VERTICAL SURFACE. SAFETY GLAZING: SAFETY GLAZING, SUCH AS PLASTIC / TEMPERED GLASS, IS REQUIRED FOLLOWING LOCATIONS. A. Entry doors, except jalousies. B. Patio doors. C. Storm doors. D. Swinging doors. E. Doors & enclosures for tub and showers. F. Where single pane larger than 9 sq..ft. is within 36" horizontally of walking surface, it's bottom is less than 18" above floor, and it's top is more then 36" above floor. PROPOSED PLAN SCALE 1/81111=1 loll NOTES: Plumbing - 1. Water main is 1" 2. All drainage lines must slpoe a minimum of 1/4" per foot or 2% towards point of disposal. Mechanical - 1. Furnace is located in attic and air condition is located south side of house, a 125 volt 20amp receptacle is required within 25 ft. of each unit. 2. Air ducts must terminate a minimu of 3\' from property line and opening into building.. , Energy- , 1. Joints and seams of duct systems must be sealed with UL 181 listed duct tape 2. All penetration into unconditioned space (attic, etc.) must be caulked, gasketed, weatherstripped or sealed to limit infilration and exhilaration. GENERAL NOTES: N U 0 � Z 0 0 Z W Z IWO OZ W F=CK 10� W0 4 0 J0U.a p <ZWW a a s Do0- W M,o aU N ti o 030 0�W Z aZc�< DESIGN S DRAFTED BY: ARAM DIAZ 254 FAIRMAN SiRET YUBACRY, CA95991 (5431501 PROJECT: MARTINEZ SHEET DATE: 3 4/20/07 SCALE: OF 1/8"=ra1 9 -A1 On NOTES: GENERAL: 1. CONTRACTOR (HOMEOWNER -BUILDER) SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. ARCHITECT, ENGINEER, OR DRAFTER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN THE DRAWING AND THE FIELD CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR (HOMEOWNER -BUILDER) IS RESPONSIBLE FOR CHECKING AND COORDINATION ALL DIMENSIONS. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODES. GENERAL NOTES: cn = ZI a 5 00 a Z o E ozu UJ F=_� 1 OJ5 <z w GARAGE- 1020 SQ FT as rn 0 0 SIDE PORCH 510 SQ FT W MH. -O l a�90 N PORCH 100 SQ FT � IL M TOTAL 1630 SQ FT DESIGN a DRAFTED BY- ARACM DR 254 FAIRMAN STREET YUBACM, CA9W (51) 315&331 PROPOSED PLAN SCALE 1/811= 1 foil PROJECT: W MARTINEZ m . DATE: 4 4 0 Z 0V OF CLU a Ao cn = ZI a 5 00 a Z o E ozu UJ F=_� 1 OJ5 <z w GARAGE- 1020 SQ FT as rn 0 0 SIDE PORCH 510 SQ FT W MH. -O l a�90 N PORCH 100 SQ FT � IL M TOTAL 1630 SQ FT DESIGN a DRAFTED BY- ARACM DR 254 FAIRMAN STREET YUBACM, CA9W (51) 315&331 PROPOSED PLAN SCALE 1/811= 1 foil PROJECT: MARTINEZ -SHEET DATE: 4 4 4/20/07 SCALE: OF 1/8"=110" 10 FRONT ELEVATION LEFT SIDE ELEVATION RIGHT SIDE ELEVATION ASPHPLTSHINaEES0819 S FELT OVER 1(1' CDX PLYWOOD ',,/SHEATHINGW7HSTAG(IMJOIWS REAR ELEVATION 2 LAYERS TYPE D BUILDING PAPER OVER WOOD SHEATHING W/ 2" CLEARANCE TO WEEP SCREED FOR PAVED SURFACE & 4" TO EARTH GENERAL NOTES: N _ o Z 00 a a z toz to� _ �0zu oj W o N'La N a <z0 -w W l IL o 2�900 O Z aZc z DESIGN & DRAFTED BY: AMCW DX 254 FAIRNIAN STREET YUBACM, CA11W (5M)31501 PROJECT s m DATE: 5 o Z o a OF W ♦1 S O W a O N _ o Z 00 a a z toz to� _ �0zu oj W o N'La N a <z0 -w W l IL o 2�900 O Z aZc z DESIGN & DRAFTED BY: AMCW DX 254 FAIRNIAN STREET YUBACM, CA11W (5M)31501 PROJECT MARTINEZ SHEET DATE: 5 4/20/07 SCALE: OF 1/8"=110" 10 ROOF PITCH 4:12 NOTES: 1. TRUSSES @ 24" DONE BY OTHERS. 2. NEVER CUTE TRUSSES. 3. OVER HANG IS 1'6". 4. ROOF PITCH 4:12. 5.2X6 FASCIA BOARD GENERAL NOTES: 6i fN fALLJ = o ZI a 5 00 a Z o DZu 01 o „��0 L o J J oo yZ-W Lu °' p O�Oy LLW�a ww°o� 0 �0 o QZ ILzo< DESIGN & DRAFTED Sr. ARAM DIAZ 254 FAIRMAN STREET YUBACfiY, CA 9W (530) 3156331 PROJECT: MARTINEZ U, Co DATE: 6 o Z o�V � luW 10 a C, 6- 6i fN fALLJ = o ZI a 5 00 a Z o DZu 01 o „��0 L o J J oo yZ-W Lu °' p O�Oy LLW�a ww°o� 0 �0 o QZ ILzo< DESIGN & DRAFTED Sr. ARAM DIAZ 254 FAIRMAN STREET YUBACfiY, CA 9W (530) 3156331 PROJECT: MARTINEZ SHEET DATE: 6 4/20/07 SCALE: OF 1/8"=1'0" 10 BRACED WALL NOTES: 10 WOOD STRUCTURAL PANES SHEATHING -5/16" THICK X 4' 1MDE NAILED TO STUDS SPACED @ 16" O.C. MAX. 2� GYPSUM BOARD -5/8" THICK TYPE X O ALTERNATE BOARD -1/2" THICK PLYWOODX2'8" WIDE. PLYWOOD SHEATHING TO BE NAILED WITH 8d COMMON OR GAWBOX NAILS ANCHOR BOLTS SALL BE PLACED @ PANEL QUARTER POINTS. EACH PANEL END STUD SHAL BAVEATIE-DOWN DEVICE PROVIDING AN UPLIFT CAPACITY OF 1800 LBS MIN. SEE DETAIL H O \ 04 POST MIN. O 4X10 HEADER O 0 X v Or \ 518' TYPE X GYP. BOARD ON ALLY44LW 8 CEILING - 1 4x12 HEADER 2XG cJ (d 16" oc J 010HEADER 7 O 5I8' TYPE X GYP. BOARD DATE: ON ALLMLS 8 CEILING Co Osm ON 0 X v Or \ 518' TYPE X GYP. BOARD ON ALLY44LW 8 CEILING - 1 4x12 HEADER 2XG cJ (d 16" oc J � O GYP. BOARD DATE: LS 8 CEILING Co :] C� O � ' 4X10 ,; 5 Sq W HEADER a O O 4X4 POST MIN. y I 518' TYPE X GYP. BOARD ON ALL VIALLS & CEILING O 4X12HEADER O O 04 POST MIN. 512'X11' GLB. BEAM - 4X4 POST MIN. \ 512"X11' GLB. BEAM � a 4X4 POST 2x6 W @ 16" oc MIN. \ 4X12HEADER I WOOD FRAMING ; 1. Lumber shall be grade marked and shall conform to the grading rules of the West Coast Lumber Inspection Bureau. 2. Framing lumber shall be Douglas Fir -Larch (DF -L) # 2 or better. 3.4x headers shall be DF -L # 1 or better, U.O.N. 4.6x headers shall be DF -L # 1 or better, U.O.N. 5. Wood posts shall be DF -L # 1 or better, U.0. N. - 6. Timber connectors shall be "Strong Tie" as manufactured by Simpson Strong -Tie Company, Inc. San Leandro, CA or approved equal. FRAMING PLAN SCALE 1/81111=1 foil 7. Splices in the upper and lower plates at the top of stud wall shall be staggered at least 4'-0" and connected with 6-16d common nails. 8. Minimum dimension of any plywood sheet shall be 24 inches and the minimum area shall be 8 square feet. 9. The bottom 6 inches of posts that bear on concrete shall be treated with a non -hazardous preservation ( not CCA). 10. Sill plates resting on concrete shall be foundation grade redwood or Douglas Fir -Larch pressure impregnated with non -hazardous and non-corroive preservative. 11. All nails shall be common type. GENERAL NOTES: 1; LLI V Q 00 5 —a W F = M JZIX 5 W o < .410 d- LU aZ-W w offia LL a i2t0 0 �G o 1 z azc�Q DESIGN & DRAFTED BY- ARAC9J DIAZ 254 FAIRMAN STREET YUBACfiY CA95991 (530) 315&331 PROJECT: MARTINEZ w DATE: G Co C� F � ' 101 ,; 5 Sq W � a 1; LLI V Q 00 5 —a W F = M JZIX 5 W o < .410 d- LU aZ-W w offia LL a i2t0 0 �G o 1 z azc�Q DESIGN & DRAFTED BY- ARAC9J DIAZ 254 FAIRMAN STREET YUBACfiY CA95991 (530) 315&331 PROJECT: MARTINEZ SHEET DATE: 7 4/20/07 SCALE: OF 1/8"=110" 101 NOTES: 1. FOOTING T BE A MIN. OF 12" INTO UNDISTRUB SOIL. 2. MUD SILL TO BE REDWOOD OR PRESSURE TREATED. 3. FINISHED FLOOR AMIN. OF 6" ABOVE FINISH GRADE 4. SHADING AREA INDICATED 12" DEEP FOOTING '341011 A 1011 3010" 22' 10" T211 GARAGE FLOOR TO SLOP 1/8'. PER FOOT I I I I I 2X4 PRESSURE TREATED SILL IN CONCRETE f I I - I I I 4" CONCRETE SLAB . 2500 PSI IN 28 DAYS I ' I I � I ANCHOR BOLTS 518" DIA / @ 6'-0" OC & 17' FROM CORNERS I 18' 6" � c 4" CONCRETE SLAB 2500 PSI IN 28 DAYS l�\ 2X4 PRESSURE TREATED SILL IN CONCRETE F- FI 26'/ 5'0"-// 10' 0" 2' 6" FOUNDATION: 1. Concrete shall have a minimum compressive strength of 2500 -psi @ 28 days. Concrete shall contain a minimum of sacks of cement per cubic yard and shall have a slump no greater than 4 inches. 2. Reinforcing bar (rebar) shall be deformed, grade 40 for #4 bars and below and 60 for #5 bars and above, billet steel conforming to ASTM A615. Rebar shall be free from coating which will reduce the bond. 3. Splices of rebar shall be a minimum of 40 bar diameters and shall be securely tied together. splices of adjacent rebar shall be staggered wherever possible. 4. Anchor bolts, rebar, dowels, inserts, etc. shall be well secured in position prior to pouring concrete. 1 12"X12" / FOOTING .4" CONCRETE SLAB 2500 PSI IN 28 DAYS 7 - FOOTING 10'0" 12'x12" FOOTING 10' 0" .FOUNDATION PLAN - SCALE 1/8"=1'0" e 5. Shell shapes shall conform to ASTM A36 and shall be fabricated in accordance with the AISC. 6. Anchor bolts and threaded studs shall conform to ASTM A307, U.0. N. 7. The concrete slab shall receive a steel trowel finish. All exposed concrete edges shall be chamfered 3/4". 8. Anchors and dowels installed into (E) Concrete shall be CIA -Gel 7000 by Covert Operations, HIT HY 150 by Hilti, or Epoxy -Tie Simpson Strong -Tie. Required embedment depth is shown on drawings. GENERAL NOTES: DESIGN & DRAFTED Br. ARACE J DIAZ 254 FAIRM N STREET YUBACffY' CAI3W (530) 31501 PROJECT: W zo m O � c� z Z o � � W a 9 4 10 DESIGN & DRAFTED Br. ARACE J DIAZ 254 FAIRM N STREET YUBACffY' CAI3W (530) 31501 PROJECT: � zo Q 5 0 -a Q z mVH= ;= � W 9 4 10 � § o � W JyILa t z •W -e0 IX LU a S In - 0�0- 0 90 o '�Qz 1 4 DESIGN & DRAFTED Br. ARACE J DIAZ 254 FAIRM N STREET YUBACffY' CAI3W (530) 31501 PROJECT: MARTINEZ SHEET DATE: X 4/20/07 V SCALE: OF 1/8"=1'0" 10 0 co 8 co 8 - - - ELECTRICAL & DOORS AND WINDOWS SCALE 1/8"=1'0" - LEGEND (D-- WALL OUTLET @r= 220 WALL OUTLET 0 CEILING MOUNT FIXTURE SWITCH ® FLORESCENT FIXTURE JP GFCI PROTECTED OUTLET �P WATERPROOF OUTLET ® FAN -Q- EXTERIOR FLORESCENT WALL MOUNT FIXTURE NOTES: 1. LUMINARIES IN SHOWER OR BATH COMPARTMENTS MUST BE LISTED FOR DAMP OR WET LOCATIONS. 2. EXTERIOR OUTLETS MUST BE WEATHER PROOFED. 3. NON -FLUORESCENT FIXTURES MUST BE ON A DIMMER IN THE FOLLOWING LOCATIONS, LIVING ROOM, DINNING ROOM AND BEDROOMS. 4.125 VOLT15 OR 20 AMP RECEPTACLE WITHIN 25 FT OF HEATING AND AIR CONDITIONING EQUIPMENT. 5. ALL EXTERIOR LIGHTING SHOULD BE FLUORESCENT OR EQUIPT WITH A MOTION SENSOR. GENERALNOTES: 6 a� W 0 M DATE: Zp 0 v a z C _0) u a & w �- � o Jolt 6 a� 0 °c DATE: Zp 0 i z C _0) SCALE: w m 0 Jolt g m w QNLLO. Lu naa. S a�(q0 o pU9O 11H DESIGN & DRAFTED BY. ARA0 09 254 FAJUN STREET YUMM, cas5991 (5M)31501 PROJECT- ROJECTMARTINEZ MARTINEZ SHEET DATE: Q 4/20/07 V SCALE: OF 1/8°=11o° 10 ASPHALT SHINGLES OVER 15LBS FELT OVER 1/2" APA RATED PLYWOOD 4 SHEATHING IMTH STAGGERED JOINTS--\�' 7/8" PORTLAND CEMENT PLASTER OVER 2 LAYERS OF GRADE D PAPER BACKED W/ WIRE LATH OVER 1/2" CDX PLYWOOD. 5/8" DIA. X 10"A. B. 6-0" O.C.& 6" FROM CORNER 2"X2"X3/16" PLATE WASHER @ EACH SILLANCHOR BOLT -, • _ - - 0 12" r - + r • " i 2X6 CEILING - JOINTS @ 16" O.C. r 5/8" TYPE X DRYWALL NAILED @ 7" O.C. �` • + 5/8" TYPE X DRYWALL- NAILED RYWALL NAILED @ 8" O.C. TABLE 2341-B-1 NAILING SCHEDULE CONNECTION NAILING ` 1. Joist to sill or girder, toenail 3.8d 2. Bridging to joist, toenail each end 2�d ` 3. 1 W (25mmX152mm) subfloor or less to each joist, face nail 2-8d 4.1Mder than 1"X6" (25mmX152mm) subfloor to each joist, face nail 2-8d 5.2" (51 mm) subfloor to Joist or girder, blind and face nail, RESISTANT METAL 8. Sole plate to joists or blocking, typical face nail 16d@16" (406mm) OC Sole plate to joist r blocking at braced wall panels i 3.16dPER 16" (406mm) 7. Top plate to stud, end nail 2.484 METAL REINFORCEMENT FUR Our IWAND NAIL 9. Double studs, face nail 16d @ 24" (61 Omm) OC J 10. Doubled top plates, typical faced nail 16d (d 16" (610mm) OC Doubled top plates, lap splice 8-16d 11. Blocking between joists or rafter to top plate, toenail 3.8d 12. Rim joist to top plate, toenail 8d (816" (152mm) OC 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d @ 16" (406mrn) OC along each edge - 15. Ceiling joist to plate, toenail 3.8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partition, face nail _ 3.16d 18. Ceiling joists to parallel rafters, face nail VNIi­ 119. Rafter to plate, toenail 3-8d 20. 1" (25mm) braced to each stud and plate, face nail 2-8d 21. 1"X8" (25mmX203mm) sheathing or less to each bearing, face nail { 2-8d 22. Wider than I"X8" (25mmX203mm) sheathing or less to each bearing, face nail 3•8d 23. Built-up Comer studs h 16d (8124" (61Omm) OC 24. Built-up girder sand beams 20d@ 32" (813mm) OC @ top & bottom & staggered 2-20d @ ends @ each splice 25. 2" (51mm) planks 2-16d @ each bearing 26.Wbod structural panels and particleboard: I Subfloor and wall sheathing (to framing): 1/2" (12.7mm) and less 6d 19/32" to 3/4" (15mm-19mm) 8d or 6d IF T 8d - 1-1/8" tot -1/4" (29mm-32mm) REED OF H FINISH COAT Combination subfloor-undedayment (to framing): 3/8"PLYWOOD SHEATHING EIROVM COAT Bd • 7/8" to 1" (22mrr-25mm) 1 8d 1-1/8" to 1-1/4" (29mrn-32mm) - 10d or 8d EXTERIORDRIP i 3/4" (12.7mm) or less .6d 5/8" (18mm) 8d - ••R • • r - + r • " i 2X6 CEILING - JOINTS @ 16" O.C. r 5/8" TYPE X DRYWALL NAILED @ 7" O.C. �` • + 5/8" TYPE X DRYWALL- NAILED RYWALL NAILED @ 8" O.C. TABLE 2341-B-1 NAILING SCHEDULE CONNECTION NAILING ` 1. Joist to sill or girder, toenail 3.8d 2. Bridging to joist, toenail each end 2�d ` 3. 1 W (25mmX152mm) subfloor or less to each joist, face nail 2-8d 4.1Mder than 1"X6" (25mmX152mm) subfloor to each joist, face nail 2-8d 5.2" (51 mm) subfloor to Joist or girder, blind and face nail, _ 2-16d 8. Sole plate to joists or blocking, typical face nail 16d@16" (406mm) OC Sole plate to joist r blocking at braced wall panels i 3.16dPER 16" (406mm) 7. Top plate to stud, end nail 2.484 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d @ 24" (61 Omm) OC J 10. Doubled top plates, typical faced nail 16d (d 16" (610mm) OC Doubled top plates, lap splice 8-16d 11. Blocking between joists or rafter to top plate, toenail 3.8d 12. Rim joist to top plate, toenail 8d (816" (152mm) OC 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d @ 16" (406mrn) OC along each edge - 15. Ceiling joist to plate, toenail 3.8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partition, face nail _ 3.16d 18. Ceiling joists to parallel rafters, face nail 3-16d 119. Rafter to plate, toenail 3-8d 20. 1" (25mm) braced to each stud and plate, face nail 2-8d 21. 1"X8" (25mmX203mm) sheathing or less to each bearing, face nail { 2-8d 22. Wider than I"X8" (25mmX203mm) sheathing or less to each bearing, face nail 3•8d 23. Built-up Comer studs h 16d (8124" (61Omm) OC 24. Built-up girder sand beams 20d@ 32" (813mm) OC @ top & bottom & staggered 2-20d @ ends @ each splice 25. 2" (51mm) planks 2-16d @ each bearing 26.Wbod structural panels and particleboard: I Subfloor and wall sheathing (to framing): 1/2" (12.7mm) and less 6d 19/32" to 3/4" (15mm-19mm) 8d or 6d 7/8" to 1" (22mm-25mm) 8d - 1-1/8" tot -1/4" (29mm-32mm) 10d or 8d Combination subfloor-undedayment (to framing): 3/4" (19mm) and less' , t I+ Bd • 7/8" to 1" (22mrr-25mm) 1 8d 1-1/8" to 1-1/4" (29mrn-32mm) - 10d or 8d 27. Panel siding (to framing): i 3/4" (12.7mm) or less .6d 5/8" (18mm) 8d - 28. Fiberboard sheathing: y 12" (12.7mm) no. 11 ga. Sit no. 6 ga. ` no. 11 ga. 25/32"20mm ( ) • 8d 29. Interior paneling no 16 an 1/4" (6.4mm) 4d 3/8" (9.5mm) • ed r, 4" CONCRETE SLAB 2X4 STUD _ i.r 5/8" DIA. X 10"A.B. ' f ! Q 6• O.C.& 6" FROM 4" CONCRETE SLAB 4" CONCRETE SLAB • CORNER - \ 7X21016'PLATE WASHER 2x4 STUD 31/4" CONCRETE SLAB @ EACH SILLANCHOR BOLT - o' 0 2-t4RBM@ TOP & BOTTOM o z- a 4 REeAR dD TOP &BOTTOM _ 12" r 12„ GARAGE /PORCH FOOTING - INTERIOR BEARING FOOTING all GENERAL NOTES: h i I� Z o � Oa. V = W 0 CS Z=� 3Z� IxO Q�20 Q g g" IL IL Z O J NZWW w a 5 0000 � Ho 390 O �W Z IL DESIGN & DRAFTED BY: ARACE J DIAZ 254 FAIRMAN STREET YUFA CITY, CA 95991 (530) 3156331 PROJECT.- ROIJECTMARTINEZ MARTINEZ SHEET DATE: O 4/20/07 SCALE: OF 1/8"=1'0" 10 J Q - 'Cr, H ....-.- .. -- -- .--. --- ------ 3 ' =nno Marft, GA 3030 O VI c f lot! to �i I � 1,1 •. J I ..d .t lot! to 1. Ceiling Insulation U -value -48 Number of stories - --- R -value One Two Three R-0 -103 49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38. 0 0 0 U -value 0.08 4 3 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 13 8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 :.; 0.00 11 i 5 3 - - Insulation in Floor 2. Wall Insulation -12 -3 Single- Single - 28 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 5. Infiltration (Air Leakage) Specification - Points Standard 0 6. Glass Heat Loss Total U -value -48 -69 - --- 0.80 -153 -114 -76 -42 0.50 -91 -68 -46 .31 to 0.30 or 0.30 -47 -36 -24 ...t 0.10 0 0 0 1 0.08 4 3 2 ° 0.06 9 7 5 37 0.04 14 11 7 8 0.02 19 14 10 -19 0.00 24 18 12 30 -61 -21 j 3. Raised Floor Insulation 4 " - - Insulation in Floor - -12 -3 Number of stories 12 28 R -value One Two Three -2 " R-0 -17 -8 -5 -52 R-11 -3 -2 -1 6 R-19 0 0. 0 i R-30 3 1 1 i U -value 46 -14 -7 0.60 . -144 -70 46 24 0.50 -120 -58 38 1 0.40 ' -95 -46 '30 -40 0.30 -69 34 -22 i. 0.20 -43 -21 14 -9 0.10 -17 -8 -5 15 0.08 -11 -6 -4 -2 - 0.06 -6 -3 -2 20 0.04 -1 0 0 5 0.02 4 2 1 -29 0.00 10 5 3 11 Controlled Ventilation Crawispace 18 -26 Number of stories 2 7 R -value One Two Three j R-0 -11 -7 -5 i R-5 4 4 3 ( R-11 " -2 -2 -2 17 R-19 -1 ;, -2 -2 6 4. Slab Edge Insulation 14 17 14 -Number of Stories 3 7 R -value One Two Three 13 •: R-0 0 0 0 ? R-5 8 5 2. `+ R-7 8 6 3 # F2 factor 11 -6 7 0.90 4 3 -1 19 0.80 -1 -1 0 11 0.70 2 2 1 9 0.60 6 4 2 15 0.50 9 6 3 2 0.40 12 8 4 5. Infiltration (Air Leakage) Specification - Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 - --- U -value 16 Percent -42 -59 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 ,40 less 50 -121 -53 -39 -24 -10 4 40. -90 37 -26 -14 3 8 1 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 4 2 8 15 22 -37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16.- 98 20 7. Shading (Shade Open) -14 -48 -69 - --- Effective Percent Giza 16 -12 -42 -59 (Percent glass x SC) na Effective ' 35 -50 _ %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na--- 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 -8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2- 3 1 3 3 0 1 2 1 3 2 0 0'- 1 0 3 1 -1 -1 -1 -1 2 ' 0 -1 -2 -4 -2 0 1a = not allowed 10 12 13 - 14 15 IB. Shading (Shade Closed) Effective Pecans Glass (percent glass x SC) Effective %Glass North Egg Sotto• West Sity6ght 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 -8 -29 -40 37 na 11. -7 -26 36 33 na _ 10 -6 -23 31 -29 -74:_ 9' -5 -20 -27 -25 -65 8 -5 -17 .23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5' -2 -9 -11 -10 -30.-,. 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2. 1 -1 -2 -1 -9 1:• ... 1 1 1 1 ._ -4. 0 2- ? 3 4 3 0 na • not allowed - 10 11 13 14 14 8.5 7 9. Interior Thermal Mass SCORE CARD Interior Slab Floor Raised Floor Mass Stories Stories R -value [38] U -value [0.030) JCFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 • 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 . 8.0 7 10 11 13 14 14 8.5 7 10 12 13 - 14 15 10. Exterior Wall Thermal Mass SEER Exterior Single- : Single - +5 +15 Wall Family Family Multi Mass Detached Attached _ Family 0.00 0 0 0 ; 0.20 3 2 1 6.6 0.40 5 4 3 -2 0.60 8 6 4 0 0 0.80 10 8 5 8.0 1.00 13 10 7 4 1.20 13 12 8 14 12 1.40 12 13 9 i 1.60 10 13 13 10 1.80 10 12 12 I 2.00 10 11 13 I 11. Heating System 26 22 18 14 SE orRSPF 13.0 33 (assumes ducts In attic) 20 15 Sum of 1-6 i i. _ -25 or -24 to -14 to -4 to +6 to 16 or ' SE HSPF less -15 -5 . +5 +15 more 0.72 .6.60 0 0 0 0 0 0. 0.75 :6.88 3 3 3 2 2 1 0.80 7.33 8" 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 '•7 0.95 8.71 _20 18 1513 11 8 2.2 Effective SE or HSPF - 2.6 (SE or HSPF x duct efficiency) 3 ' Effective -25 or -24 to -14 li :4 to +6 lo 16 or SE HSPF less -15 -5 +5 +15 more 4.3 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 - 0.80 7.33 25 22 ' 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment POU System Type 4 3 •3 Resistance 10 9 7- 6 4 3 Other 6 •5 4 3 2 2 12. Cooling System SCORE CARD Measures 1. Ceiling Insulation] Sr ER R -value [38] U -value [0.030) 2. Wall Insulation or (assume: ducts In attic) value 111 U -value [0.098) Interior Mass/CFA / or Stm of 7-10 R -value 1191 U -value [0.037) -2S or 24 to 44 to -4 to ' +6 to 16 or SEER less -15 -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 . 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 •3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3. 2 '. 11.0 10 9 7 6 - 4 3' '- 120 15 13 11 9 7 5 . 13.0 20 17 ., 14 12 9 6 j 011. 0 Effective SEER 0.4 0.6 0.8 (SEER xduct eNiclency) 1.3 1.5 1.7 Stm of 7-10 21 23 Effective -5 -or -24 to -1410 -410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 _ -25 -21 -17 43 -9 6.0 -12 -11 -9 -7 3 4 6.6 -5 -4 -4 3 -2 2 7.0 0 0 0 0 0 '0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 i i. Zonal Control Adjustment 1.1 1.4 4 10 8 7 6 4 3 iNo Cooling System Installed . -Stories 3.7 3.9 4.1 4.3' 4.5 One -5 -4 -4 -3 -2 -2 Two + 3. 3 :: 2 2 2 1 Single -Family Detached and Attached 1.9 2.2 24 2.6 2.8 3 3.2 3.4 t Unit Size (SQ 3.8 Water 4.3 1199 1200' 1700 2200 2700 Heater Credit or ,'y 10 to to or - Type. Type less: x1699 2199 2699 more SG None 0 ` i:. 0 0.. 0 0 or Solar 12 ' ` 8 6 5 .., 4 HP -HWR 8 5 4 3 3 6.1 WSB 5 3 3 2 2 1.8 POU 8 5 4 3 •3 SE None -37 -24 -18 -15 -12 4.3 Solar -1 -1 -1 0 0 5.6 HWR -18 -12 -9 -7 -6 . 1.2 WSB.. -25 -16 -12 -10 -8 _ POU -18 '--12 -9 ---7. 3.3 -6 IG None * =5 -3 -2 -2 -2 5 Solar 7 .. 5 4 3 2 63 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 3.2 Solar 8 5 4. 3 3 4.5 POU -10 ' -6 -5 -4 -3 , 5.7 Multi -Fainly (Individual units) 6.4 70% - 1.2 1 Unit Size (s 1.6 1.8 Water 2.2 699 ' 700 1200 1 700 2200 Heater credit or to to 10 or TYPO TYPO Less.1199 1699 2199 more SG None 0_0 0 0 0 or Solar 14 7 5 4 3 l HP HWR 9 .. 5 3 2 2 4 WSB 9 4 3 2 2 - 5.3 POU 9 5 . 5.9 2 2 SE None -45 -23 _3 -15 -11 -9, ' 2.2 Solar 2:- 1 1 0 0 3.5 HWR '-23 -12 -8 •6 -5 ' 4.7 WSB -25 -13 -8- ,6 -5 6 t?QU-._23 -12 .8T 3 -5; IG ` None .4 2.3 2.5 2.7 Solar-', 6 .s 3 2 1- •:J 1 4 POU 1 0 :: 0_ 0 0 E None : -30 -15 -10 ' -8 3 - i 65 Solar _ 18 9 6 4 4 ' POU . 8 4 -3 .2 . _ 2. j Point System Summary: Climate Zone 11 , SCORE CARD Measures 1. Ceiling Insulation] or R -value [38] U -value [0.030) 2. Wall Insulation or value 111 U -value [0.098) Interior Mass/CFA / or R -value 1191 U -value [0.037) . ?T7x 2 Puss , (1.7.otPC•.']I t TYPE 1 LUSS WINC a 4.2, le: exposed slab) 0% 5% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% 60% 6S'/. 70% 75% 80% 85% 90% 95% tooy. 105% 11011. 115% 120% 125` 011. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 3.2 9.4 3.6 .3.8 4 4.2 4.4..4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 9.3 3.5 3.7 3.9 4.1 4.3 ' 4.5 4.8 5 5.2 5.4 56 30%. 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 ' •2.2 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3' 4.5 4.7 4.9 5.1 5.3 5.6 5.8 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.9 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65%� i 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4. 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% - 1.2 1.4 1.6 1.8 2 2.2 25 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 15 1.7 1.9 21 23 2.5 27 3 3.2 3.4 9.6 3.8 4 4.2 4.4 •,4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 -1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 63 65 67 90%" 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.t 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.61.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 6.9 10011. 1,7 1.9 21 2.3 2.5 28 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105%' 1.8 2 2.2 2.4 2.6 28 3 3.3 35 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 So 7 110Y. 1.9 21 2.3 2.5 2.7 29 ' 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 '3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 6.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 ' 7.4 Point System Summary: Climate Zone 11 , SCORE CARD Measures 1. Ceiling Insulation] or R -value [38] U -value [0.030) 2. Wall Insulation or value 111 U -value [0.098) 3. Raised Floor Insulation / or R -value 1191 U -value [0.037) S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10.,Exterior Wall Mass 11! -Heating System 1. Zonal Control? (Y / N) 12. Cooling System " Zonal Control? (Y / N ) 13. Water Heating or R -value (0) F2 factor [0.77] n._- -?---7 Type [double) U -value [0.65] % Total Glass [ 16]' % Glass Sc Eff. % Glass � X ?7 = X A_ X = �.7 X Q X = % G SC Eff. % Glass i. X X - X - /• �'/ �- X 12 TYPE'1 MASS AREA Point Scores .�.0 Sum 1-6 -0 e Interior M. COND. FLOOR AREA TYPE 2 MASS AREA _ $ Exterior Wall Maas COND. FOUR AREA Sum 7-10 SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF [0.5615.15] IUD � _ �3. SEER [93) Duct Efficiency [0.74] Effective SEER [7.03] Type ISG] Credit [none] :_ - -- Point Total: _ P Certificate of Compliance: Residential Climate Zone 11 Project Title J- _ a . It 10 Address thor BUILDING DATA Con�Si d ea Z23 01 Slab Fl [ ] a amily Detached (SFD) [ ] Single Family Attached (SFA) [ ] Multi -Family (MF) Number of Stories Number of .Units [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition BUILDING SHELL INSULATION. Component Insulation LocardoNComments Tvoe R -Value (atria to garage vpisal. Slab Edge ..... GLAZING Glazing 4 • Area ' Glass Type Shading Devices 5f -FO Building Permit # A,S -9 •.Z Checked By / Date T— Enforcement Agency Use Only G1Qrea %Glass North a�gJJ East South West �. s Interior . Exterior Overhang Framing Type North North ( ) East ( ) East ( ) South Sou th ( ) West ( ) West ( ) Skylight....... D 'THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen. bath, etc.) IV TV HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner. heat pump) (SE, SEER,HS Duct Location Duct (attic, etc.) R -Value Manufacturer / Model # t��.ri f,t..u.rn,�c. • icer-z•F`'�,�— Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) uapaclty (,or approves equate ..z SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain thew measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as bindingminimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(b): Loose fill insulation manuracturer's labeled R -value. • §2.5352(c): Minimum wall insulation in framed waits R. t. 1 weighted average (does not apply to exterior mass walls). 1 2.5352(kr Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. 12.5352(f): vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Inf ltration/Exftltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit ar leakage. b. Doors and windows certified. c. Doors and windows weatherstrippcd: as joins and penetrations caulked and sealed §2-5352(e): Special infiltration barrier installed to comply with 12-5351 mats CEC quality standards. 12-5352(d): Installation of Fueplaccs 1. Masonry and factory -bunt fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and contra 2. No continuous burning gas pits allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • 12-5316(a): Ducts corsuucted. installed and insulated per Chapter 10, 1976 UMC. 62.5316(b): Exhaust systems have damper controls. 12.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interiodexterior insulation (R-16 or greater): fust 5 feet of pipes closest to Lank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate retum & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers. Geezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT This certificate of compliance lists the blinding features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent ptudmser of the building. Designer Namm TOWFum Address: LiTekphorla c. N: (signature) (date) Documentation Author Name: 'ride/Fum Address: Building Owner Name: Tttk/Fum: Address: Tckphone: (signature) Enforcement Agency Noma: Agw-cr. Tekptaonc (date) 476Ac20 u) • 474AC 3 / w 341 - I O I a .. + 00 AOW Ac 10 AC 3.71 AC. I I /O Ac / O • a7 p 58 3 y I ? O I 3 • I ® 4 i 9.49AC _ 11.64 At "At I 3.71AC. p 19.09AC.i - /0.33,AC. DAL (3) I AVENUE I t - I O .. + 00 AOW Ac 10 AC /0 /0 AC1 I I /O Ac S AC . AOAc IO.o2AC . 2O I i 2 ! 1 / (3) I Q, i I (4)" 10 AC ALICE AV AM1 4.97ac ---- MOD I 41 ------a lNAC :\♦ lOK ` /OAC! I as us- S A.C. S.00AC. I I I r • 2/ i� 4 i O i ' I O Maw of f!y I 1 I 10 Ac i I SAC � 31 5.00Ac �.: ---- -- -- --- - - - -------••� I- - Arses _. N --- — — 1290; 1 63 9.77AC J�As�Ar 34 IO AC. mPfN/07-43SMi I. A` iOAC 10 AC 10AC --�.3c�--- 'Ir� 3330 A7 l As r-------- I 300.00 I 330.00 2 i _ 33 30AC. O ' O ® © ' I 1 i �34AC 4.77AC pO 7 a .. ! I S . SAC. I m IOAC IOAC 10.3774 ji I I t/ r 111AW SS- 4 1 I L 1t /c11 avE--------------- — — — — —�T- ' 21 1 II I MEOEO TO !{177E 00. PER IN97-73 ' ' i 1 ASO'. 27-24 IMo. PAL?l�O VMS rftA07 $us #0. 3 I I L O. A. WALL NO.5 AU Assessors' mops are plglareA for loch pvgoerfy assessment purposesONLy with St a and cal thereon m not •fM State orM loch � , �y � � � C�. suNikislonondlnwnces No.ff Nty Is assumed for ft 1 use of the fnfwrmwt/on shown on any Assessors• mop. REVISED: 10-94 i yy f �+ I } • I RECEIVED AUG 18 1999 BUTTE COUNTY BUILDING DIVISION` la GUAtoALvft EYf-S 2,4tl GR I(. (AIEf,Mo cep APS'- Pl-a40-035 du 1 1 L LUUN 4 ) -KJILDING DEPARTM6N Ni)DonvF-r T,Ll too sNE► �o 4x�t c.vttE. toRcf► SiX Q'EN foctit C R AkG- �o Ck I NORM UMS $ di co — 1 7 T 41 10 Ep [P 1p 1p I � in= ?vim I - I I N I fRZ3.1;n 6 DIP Ck winm a NSIKS or NOWLS 3"u"m ma Ep T DOUBLE WIDE TYPICAL BMW W= TYPICAL] 18'.14' ON 10- 20'. 240. W* OR 21' P LAN LAN DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH Scale: I' - 10' ftels: 10 L-1 10' STANDARD PIER TOOTING SPACING rOR MORE THAN TRIPLE WIDE UNITS- SUBMIT PER MOBILE MOMS MANUFACTURER". LAYWT TO THARP & ASSOC. FOR APPMOVAL INSTAUATION MANUAL STANDARD PIER & FOMNG SPACING CONFICURAT13N SHOWN IS THE MIN!WUM PER MONZ HOME MANUFACTURM NUMBER OP PADS RtWsRSP. INSTULATION.MANUAL COMMURATION SHOWN 13 THE MUMIUM mu-momm cr PAD$ mwmlm. 3" X 3* PLATE -4, CGAW I KAN LOW* iw 36. 1/20 Wr I I WV nOK !TA"92S SIM Alow paw 3. 64--W vw_f PRECAST CONCRETE FOUNDATION PAD SCALE, I* x 1.5' wass 0 ELEVATION NOT TO SCALE 0 A COACH W !NO=! 1. UAX=W&==(WS=JW=C0AC11w41Mf. L MAX&I[MUNW1310FOCUUMOMMOTIMT. MM A"AMW BY TRW A A0000, R= TO 211306 NEW NOT TO MUM & 0170STPORSINIMWO)BODACM L 16MTW030`DOUK&W=C0A=I 23M7WRWW, &WWUK8W1)BCQW= COAM 3/4' PLVV000 SHEETS 1. SiACM $11OWN ON THIS RM All FOR ODA= WMI If 1001 AND 13 V= BRAMS OR I VIM PAW SCREWED TCGETHEN VITH It to " 1 1/2, rwVS & Awarmsn=nAmmwrTocAmmsmm==AxtsmratL#4gxnecwtm imrs ran —44% 18 02'0/40 Ise PLYvmp k V -32' LTERNATIVE PLYWOOD FOUNDATION PAD SCALE: IY=1.5' momm" ton 1 � 01 a wo a 0 v 10 &"a fo OWWWO "M fto imme wamts or vd"ph"'=mw"pbdm P 401LUNG DPA 000mm-wwoblawc L mwv*ftwwmw 0 AM _ dwLmdwf%.A &'p p OV 0, EAk* -low" -7 49 SPA M %k PIMP A" vf4wo ftbu. sTATz ibikrffAup4 1: 6. 11 N. 4 - 3/0' MAN TUK HEIC41 XLTS or PwT TUK 31 W160 PLATE LEGS W -LOG TUBE DIA 4 - 341 Sys PIK KILTS 0 TIC*fTEN 3/160 PLPTC TO 190 DooKwo pm m m WrAlo L" IM mmu AM 811" NO MWATI093 WITM UICA! SOL CLAW WITH HARDENED VADCR iw 36. 1/20 Wr I I WV nOK !TA"92S SIM Alow paw 3. 64--W vw_f PRECAST CONCRETE FOUNDATION PAD SCALE, I* x 1.5' wass 0 ELEVATION NOT TO SCALE 0 A COACH W !NO=! 1. UAX=W&==(WS=JW=C0AC11w41Mf. L MAX&I[MUNW1310FOCUUMOMMOTIMT. MM A"AMW BY TRW A A0000, R= TO 211306 NEW NOT TO MUM & 0170STPORSINIMWO)BODACM L 16MTW030`DOUK&W=C0A=I 23M7WRWW, &WWUK8W1)BCQW= COAM 3/4' PLVV000 SHEETS 1. SiACM $11OWN ON THIS RM All FOR ODA= WMI If 1001 AND 13 V= BRAMS OR I VIM PAW SCREWED TCGETHEN VITH It to " 1 1/2, rwVS & Awarmsn=nAmmwrTocAmmsmm==AxtsmratL#4gxnecwtm imrs ran —44% 18 02'0/40 Ise PLYvmp k V -32' LTERNATIVE PLYWOOD FOUNDATION PAD SCALE: IY=1.5' momm" ton 1 � 01 a wo a 0 v 10 &"a fo OWWWO "M fto imme wamts or vd"ph"'=mw"pbdm P 401LUNG DPA 000mm-wwoblawc L mwv*ftwwmw 0 AM _ dwLmdwf%.A &'p p OV 0, EAk* -low" -7 49 SPA M %k PIMP A" vf4wo ftbu. sTATz ibikrffAup4 1: 6. 11 L �7111'1)01001 L sm"mccomm"mm mumim 16*4 wmu SAN% Mw�� 3,*4* THOCADED 31 W160 PLATE LEGS L VIV PLATE DooKwo pm m m WrAlo L" IM mmu AM 811" NO MWATI093 WITM UICA! SOL -5/8' X 3 1,041 XLT WITH HARDENED VADCR S. 8TR1UCpJR"8TI=- SEISMIC PIER. Not to scale L S1WL0ONFMT0AfflUAX1f. -3601NDIDAU L SHALLUFABRICAMA=0 -TOAW :ASXM C.P. SEISMIC PIER#1 PATENT PENDING L ummm=ft In a KATZ& ANIUA36 NOTE- IL AMCNMMTO ANIMA317 0 vm7m 8ABGL%mArIUAM9-AST1MA32$ 180 IN-POMS IS EQUIVALENT TO 15 rT-paAbs I AM " CMDRAWWWWCARMWAAM -�'3/8- x V BOLTS APMVM INQUIVALARIT AND OULU US= AM 1ANNIMM CRIB 11TWOMANDCOMMO rIELD DRILL HOLES URVK= pm fm T= fouvow ta"a OPTION Or L LA711SAL' 1746 hL MAX 4 - #14 TEX STS COACH C & Vail= umbam" DR J KAN THIS POtft4%Anw 8 POR FlAwn Xx=QSQm4TRtCmwnvLpx1nw"C4L 31 x 30 PLATE camxxm ANGLE 30 WIDE L TH111YOURM713MMMIS TO . UWN0M=MC1NA1PA11LYj4M8ITZWMN0WMW8OL 4 - 1/2' 9. DO AREAS WNW DWINISNTI& SBTTLMW OAL) CAN 0=06 umm 011AIL W 213L T S SEISMIC R&ADnjr= L In= DA =a= $W# M WM 9 V= AWANOW AFF Tug Un Cr 1115 PIER Nam It TMIYWMXADWAMSTOgfANMDNOL"WMAWUYX=Mg MR&=UWUMVSCrtV70dfFffT1I1S FUtMAMSYSTEW bUY ULM*FITH T115 W�RQF"- TYPICAL BEAM CONNECTIONS I MUM= IPADSWWNONTMRMMAMWAITM=MPC=a=?AU 714FLYWOOD Not to Scole ZW=f"'AD MAY 10 UM AN AWW4S w so in momm 010 cmwm !nw111M&=PAft 40 op 8KA"" 80 300 90 AT 36 DAYS AJ 10 11% ll==PADMWA7MW$MVUM=NTUTl=t=PDMMMOFIUIPADU WWI V= Co%== &=ng IpAD &=ATM no UM TNO XW OF TH! PADS Of A 011.4414 �� -1 1 UAVISM10, UM CAU N ~0 0=47MUMMONOMMM PAN ABB PARA" 10 TO 10 -10. - iw 36. 1/20 Wr I I WV nOK !TA"92S SIM Alow paw 3. 64--W vw_f PRECAST CONCRETE FOUNDATION PAD SCALE, I* x 1.5' wass 0 ELEVATION NOT TO SCALE 0 A COACH W !NO=! 1. UAX=W&==(WS=JW=C0AC11w41Mf. L MAX&I[MUNW1310FOCUUMOMMOTIMT. MM A"AMW BY TRW A A0000, R= TO 211306 NEW NOT TO MUM & 0170STPORSINIMWO)BODACM L 16MTW030`DOUK&W=C0A=I 23M7WRWW, &WWUK8W1)BCQW= COAM 3/4' PLVV000 SHEETS 1. SiACM $11OWN ON THIS RM All FOR ODA= WMI If 1001 AND 13 V= BRAMS OR I VIM PAW SCREWED TCGETHEN VITH It to " 1 1/2, rwVS & Awarmsn=nAmmwrTocAmmsmm==AxtsmratL#4gxnecwtm imrs ran —44% 18 02'0/40 Ise PLYvmp k V -32' LTERNATIVE PLYWOOD FOUNDATION PAD SCALE: IY=1.5' momm" ton 1 � 01 a wo a 0 v 10 &"a fo OWWWO "M fto imme wamts or vd"ph"'=mw"pbdm P 401LUNG DPA 000mm-wwoblawc L mwv*ftwwmw 0 AM _ dwLmdwf%.A &'p p OV 0, EAk* -low" -7 49 SPA M %k PIMP A" vf4wo ftbu. sTATz ibikrffAup4 1: 6. 11