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041-620-045
S m NOTES 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. C 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. 6. ALL RESIDENCES SHALL REQUIRE A TIDO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. (:7:.RE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND LL �AALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES, CODE 4290. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE 11 OF THE. BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 9. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011_786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 1 RIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT, THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND, VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. is Subdivision Map/Parcel Map:(2y N D Map Date of Recording: Lot: Book: I S2- Page: 8`1 /81 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of ApprovaL• %a TTS C H Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NEPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ; ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. N Page 4 of 5 ! �e Applicable Development Fees: Standard Fees Amount ❑ Fire, ❑ , School* ❑ Parks/Recreation ❑ Roads fA Sheriff . ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑';'Waier Tender ❑ Road Improvement ' ❑ -Northbioville Area ❑ Other (per map) Formula ), V ' , ` 3 * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. fi. Parcel'Created By IIt Deeds: Date of Creation: Legal Access Provided: ❑ No ❑Yes Deed of Reference: Legal Access Required ❑ No ❑Yes ` Parcel Fronta e on Publicly Maintained Road: No g y ❑ ❑Yes; Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ` ❑ Obtain a Merger ❑ . Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).;`..` ❑ Construct road to: ❑ Meet Parcel size required by zone s' ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------- A =p f -Page 3 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ' ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attach d) • Flood Zone: 7 • Flood Panel No.: D:S'7 5 C; Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) i ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------- ----------- ------------------------------------------- -------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: `D V D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5- Zoning Code Streets & Highways Fire Prevention Subdivision Map Front so �L Side 3 Side Street Rear 3 D Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5- SITE PLAN REVIEW APPLICATION Date: %' S ' AP# 1-- (02.(� 0 Ll S Permit Number (if applicable) d 3 -) 16LJ0 APPLICANT INFORMATION Parcel Size: 3 ) AL Owners Name:y0 rZV I Owners Address: 8C> 9 V l O L 6 Tr �/ PAY --A b 1 S E CA 0,S9 9 Telephone No.: (`�3 l - Li LJ O Situs Address: C- A S -A S ( 02ZA V1 ST A Proposed Use: Residential New Single Family Residential ❑. Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 9 Conditionally Approved ❑ Resolve Problems Prior to Approval Is Site Plan Stamped Approved By Date Page 1 of 5 Job Truss Truss Type Illy Ply DRAPER 2711 _BRACING TOP CHORD Sheathed or 3-11 -10 o; purlins, except BOT CHORD 2 X 4 OF No.1-G R1035666b 2711 E5 CAL HIP 6 1 I WEBS 1 Row at midpt 8.20, 10-17, 8-17 (optional) -`•••n •`••" -•'•1"'•'• `+— �-. , o• a.,-r+a+ 1— I ani s uut If 4VV4 IVII I eK Inoustrles, Inc. I nu vci try U`J:43:J I ZVU3 rage I GENERAL'REPAIR NOTES 1. THIS REPAIR'IS FOR -STUBBING 1-0-0 OFF THE RIGHT END AS SHOWN. 2. INSERT A 2X6 SLIDER (DF NO.1 OR BETTER) AT LOCATION SHOWN IN SHADED SECTION. 3. ATTACH 1/2" CDX, STIR. 1, PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10-D COMMON WIRE NAILS (0.148" DIA X 3" LGT) @ 6'r O.C. 2 ROWS WITH MIN. AMOUNT OF NAILS PER FACE OF EACH MEMBER CIRCLED. (CLINCH NAILS) NOTE: 15/32" THICK EXP. 1 32/16 SPAN RATED O.S.B. MAY BE SUBSTITUTED FOR PLYWOOD. F = THIS±REPAIR IS APPLICABLE TO JOB 2711, TRUSS E6. •�•0•QS� 4.1.1.0 , . I 9.3.8 1 14-3 131 19-10-15 21-6 12 32-5-4 I 50-0.0 1-0-0IA 4.11.0, 4.4.8 5-0-5 5.7.2 1.7.13' 10.10-8 17-6-12 14 6.00 rT27 5x6 7 3x6 3x6 6' 4 x 6 5 4 3x8 = 5x6 8 9 2 — 21 (r 20 19 18 3x6 —\ 3x6 — 2 4 Vi 4-0-0 SLIDER 3x60 3x6 1I� 1-0.0 Scale = 1:99.7 p 1 3x4 -0 - 12 . 11 `` h '& 1 ?4 M 17 16 15 1 -�lt0 — 24 23 — — x II x — x — 3x — LUMBER TOP CHORD 2 X 4 OF NiiA-G _BRACING TOP CHORD Sheathed or 3-11 -10 o; purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 oc purlins (5-3-4 max.): 7-9. "3x6 — 3x4 �I 2 X 4 OF Std -G 3x8 -(y12 Rigid ceiling directly applied or 4-9-3 oc bracing. WEBS 1 Row at midpt 8.20, 10-17, 8-17 1' 4-11.0 I - '9-3.8 14-3-13 I 21.6.12 32-04 50-0-0 4.11.0 P,. ..7.i . 44.8 5-0.5 I 7.2.15 10.10.8 I 17-0-12 1 LOADING (psf) tSPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL; 16;0 'Plates Increase 1.25 TC 0.40 Vert(LL) -0.16 13-15 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.32 13-15 >999 BCLL 0.0 `Rep Stress Incr_ YES WB 0.70 Horz(TL) 0.07 13 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Well = 240 Weight: 278 Ib LUMBER TOP CHORD 2 X 4 OF NiiA-G _BRACING TOP CHORD Sheathed or 3-11 -10 o; purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 oc purlins (5-3-4 max.): 7-9. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. WEBS 1 Row at midpt 8.20, 10-17, 8-17 REACTIONS (Ib/size) 2= 179/0-3-8, 23= 1857/0-3-8, 13= 1364/0-3-8 Max Horz 2 = 192(load case 41 Max Uplift 2=-331load case 5) Max Grav 2 = 21411oad case 6), 23 = 1857(load case 1), 13= 1 364(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 7-8=-1231, 8-9=-1476, 1-2=22, 2-3=97, 3-4=727, 4-5=-1100, 5-6=-991, 6-7=-1450, 9.10=-1704, 10-11 =-2171, 11-12=-2248, 12-13=-2489, 13-14=22 BOT CHORD 2-24=-31, 23-24=-17, 22-23=-1834, 4-22=-1768, 21-22=-596, 20,21 =937, 19-20=1448 , 18-19=1448, 17-18=1448, 16-17=1812, 15-16=1812, 13-15=2172 WEBS 3-24=90, 22-24=-16, 3-22=-579, 4-21 =1715, 6-21 =-676, 6-20=367, 7-20=233, 8-20=-411, 9-17=403, 10-17=-483, 8-18=63, 8-17=53, 10.15=341. 12-15=-288 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane Oceanline, on an occupancy category I, condition I enclosed building, of dimensions 62 it by 54 It with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are'not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerlt with any other live loads per Table No. 16-8, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 od nails. LOAD CASEISI Standard I Warning - Vwtry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenlers and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the msponsib%iity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, Quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53718 October 10,2003 Job Truss Truss Type Qty Ply DRAPER 2711 4.11.0 44-8 5-0.5 l 7-2-15 10.10.8 17-6-12 Plate Offsets (X,Y): 122:0-1-4,0-3-01 810358661 2711 E6 CAL HIP 1 1 DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 to tional) 'yron.rrr w., uw., ; nwu, i.e. aaaco-/YJY Y.Lu I An 1 S UCI I / LUUL IVII IeK Inaustries, Inc. I nU uct U`J U`J:4,5:6L LUU3 rage I .10T 4-11.0 9-3-8 14-3.13 21-6•12 32.54 # 50-0-0 51-0•p 1-0-0 4.11-0 4.4-8 5-0.5 7-2-15 10-10.8 17-6-12 1-0.0 i Scale = 1:115.4 6.00 12 5x6 SEE REPAIR NOTES FOR JOB 2711, TRUSS E5 (R10358660). 1cn 0 3x8 = 5x6 3x6 7 8 9 3x6 31 30 28 25 21 2x4 II 20 3x8 = 3x6 = 3x6 = 3x6 = 3x4 II 3x6 = 5x6 = 2x4 II 502 = 2x4 11 3x8 = 2x4 II 3x6 = 2x4 II 2x4 11 FORCES (lbl - First Load Case Only TOP CHORD 7-8=-1226, 8-9=-1473, 1-2=22, 2-3=118, 3-4=714, 4-5=-1079, 5-6=-971, 6-7=-1445, 9-10=-1700, 10-11=-2166, 11-12=-2243, 12-13=-2484, 13-14=22 SOT CHORD 2-31 =-50, 30.31 =-46, 28-30=0, 25-28=0, 21-25=0, 20-21 =0, 29.30=-1776, 4-29 = -1745, 27-29 = -596, 26-27 = 919, 24-26 = 919, 23-24 = 1439, 22-23 =1439, 19-22 = 1439, 18-19 = 1439, 17-18 = 1439, 16.17 =1808, 15-16 = 1808, 13-15 = 2167 WEBS 3.31 = 72, 29-31 = -4, 3-29 =-548, 4-27 = 1697, 6-27 =-694, 6-24 = 383, 7-24 = 231, B-24=-403, 9-17=402, 10-17=-482, 8-19=47, 8-17=63, 10-15=340, 12-15=-2BB, 25-26=81, 21-23=112, 18-20=36 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 62 It by 54 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. Continued on page 2 OA Warning - Verity deelgn parannetara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with Mrrelt connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral wppon of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the ovem0 structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST -BB Quality Standard, DS8-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 co �1 Cgw19 1-1 October 10,2003 4-11-0 I 9-3.8 I 14-3-13 I 21-6-12 32.5-0 50-0.0 4.11.0 44-8 5-0.5 l 7-2-15 10.10.8 17-6-12 Plate Offsets (X,Y): 122:0-1-4,0-3-01 LOADING 1psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.16 13-15 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.32 13-15 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.07 13 n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 313 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1-G TOP CHORD Sheathed or 3-11-11 cc purlins, except BOT CHORD 2 X 4 OF No.1-G 2-0-0 oc purlins (5-3.5 max.): 7-9. WEBS 2 X 4 OF Std -G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-31,30.31. 3 Rows at 1/4 pts 18.29 WEBS 1 Row at midpt 8-24, 10.17, 8-17 REACTIONS (lb/size) 2 = 171/0-3-8, 30 =1866/0-3-8, 13 = 1362/0-3-8 Max Harz 2=192(load case 4) Max Uplift 2=-37(load case 5) Max Grav 2=207(load case 61, 30=1866(load case 11, 13=1362(load case 1) FORCES (lbl - First Load Case Only TOP CHORD 7-8=-1226, 8-9=-1473, 1-2=22, 2-3=118, 3-4=714, 4-5=-1079, 5-6=-971, 6-7=-1445, 9-10=-1700, 10-11=-2166, 11-12=-2243, 12-13=-2484, 13-14=22 SOT CHORD 2-31 =-50, 30.31 =-46, 28-30=0, 25-28=0, 21-25=0, 20-21 =0, 29.30=-1776, 4-29 = -1745, 27-29 = -596, 26-27 = 919, 24-26 = 919, 23-24 = 1439, 22-23 =1439, 19-22 = 1439, 18-19 = 1439, 17-18 = 1439, 16.17 =1808, 15-16 = 1808, 13-15 = 2167 WEBS 3.31 = 72, 29-31 = -4, 3-29 =-548, 4-27 = 1697, 6-27 =-694, 6-24 = 383, 7-24 = 231, B-24=-403, 9-17=402, 10-17=-482, 8-19=47, 8-17=63, 10-15=340, 12-15=-2BB, 25-26=81, 21-23=112, 18-20=36 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psi top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 62 It by 54 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. Continued on page 2 OA Warning - Verity deelgn parannetara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with Mrrelt connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral wppon of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the ovem0 structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consufi OST -BB Quality Standard, DS8-89 Bracing Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 co �1 Cgw19 1-1 October 10,2003 Job Truss Truss Type Qty Ply DRAPER 2711 R10358661 2711 E6 CAL HIP 1 1 (optional) "'• n"••••-- �•��•�� ��•. �+••��,�, �,a. auacw•rva-� 1.4.1 Ont 5 uct I / L.VVL Wit IeK Inoustrle5, Inc. Inu uct Uy um:4J:JL LUU.d rage L NOTES 71 Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-10d nails. LOAD CASEISI Standard JA Wandng - Verlty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer • not truss designer. Bracing shown is for lateral supped of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the erector. Additional pennanem bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB•89 Bracing Specification, and HIB -81 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 E CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... DENNIS DORVILLE --------------- Date..06/05/03 08:36:17 Project Address........ ******* --------------------- -------------------- R-0 PARADISE , CA PARADISE *v6.01* b3 - /• y -a) Documentation Author... AARON KLEMENOK ******* Building Perms # Gary Hawkins Architect L15- � 1370 Ridgewood Dr, Suite 10 Plan Check /'Date Chico, CA 95973 R-19 R-0 530-892-2700 Field Check/ Date Climate Zone........... 11 ---=----------------- FENESTRATION ------------ Compliance Method...... MICROPAS6'v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM CF -1R (S) User#-MP0666 User -Gary Hawkins Architect Run -HOUSE ------------------------------------------------------------------------------- Window GENERAL INFORMATION (S) ------------------- Conditioned Floor Area..... 2777 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 85 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.1 % of 'floor area Average Glazing U -factor... 0.41 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 9.7 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------ Wall ------- Wood ------------ R- 13 =— R: 3..._41 =-- =----- - ---- R-16,.41 0J 065 Wall Wood R-13 R-0 R-13 0.088 Door n/a R-0 R-n/a R-0" 0.330 Roof Wood R-11 R-27 R"38 0.025 Floor Wood R-19 R-0 R-19 0.037 (E) 14.0 Window FENESTRATION ------------ U_ Factor SHGC 0 j410 0.350 o.410 0.350 0.410 0.350 0.410 0.350 0..410�J0.350 6410 0.350 0? 410; 0.350 0 �4f0� 0.350 Interior Shading -------------------- front, RIGHT, BACK LEFT front, RIGHT, GARAGE FRONT, GARAGE ATTIC CRAWL Over - Exterior hang/ Shading Fins Standard Standard Yes Area Orientation Yes (sf) -------------------- Window Front (E) ----- 25.0 Window Front (E) 8.8 Window Front (E) 6.0 Window Front (E) 6.0 Window Front (E) 14.0 Window Front (E) 30.0 Window Left (S) 8.0 Window Left (S) 15.0 U_ Factor SHGC 0 j410 0.350 o.410 0.350 0.410 0.350 0.410 0.350 0..410�J0.350 6410 0.350 0? 410; 0.350 0 �4f0� 0.350 Interior Shading -------------------- front, RIGHT, BACK LEFT front, RIGHT, GARAGE FRONT, GARAGE ATTIC CRAWL Over - Exterior hang/ Shading Fins Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 ------------ MICROPAS6 v6.01 File703025 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP0666 User -Gary Hawkins Architect Run-HOUSE ------------------------------------------------------------------------------- Orientation -------------------- Window Left (S) Window Left (S) Window Left (S) Window Back (W) Window Right (N) Door Right (N) Window Back (W) Window Back (W) Window Back (W) Door Left (S) Window Back (W) Window Back (W) Window Right (N) Window Right (N) Window Right (N) Equipment Type ------------ Gas ACSplit Tank Type ------------ Storage HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type ------------ ------- ----------- ------------- ---------------- j 0:7-80 AFUE n/a Attic R=4:2 No No Setback 1-0-00—SEEK No Attic CR=4-.-2 No No Setback WATER HEATING SYSTEMS ---------------------- Number in Heater Type Distribution Type System Gas Standard 1 REMARKS Tank Energy Size Factor (gal) -- -------- 0.60 c50_j External Insulation R -value R- n/a FENESTRATION ------------ Over- Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins ----- 15.0 ------ ------ 0.4F10 0.350 --------------- Standard -------------- Standard ----- Yes 8.0 0.410 0.350 Standard Standard Yes 25.0 0.410 0.350 Standard Standard Yes 25.0 0.410 0.350 Standard Standard Yes 12.0 0.410 0.350 Standard Standard Yes 24.0 0.410 0.350 Standard Standard Yes 28.0 0.410;'0.350 Standard Standard Yes 28.0 0.410; 0.350 Standard Standard Yes 28.0 0.410, 0.350 Standard Standard Yes 48.0 0.410 0.350 Standard Standard Yes 30.0 0.44101 0.350 Standard Standard Yes 20.0 0.410 0.350 Standard Standard Yes 12.0 0.410 0.350 Standard Standard Yes 20.0 0.410 0.350 Standard Standard Yes 12.0 0.410 0.350 Standard Standard Yes HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type ------------ ------- ----------- ------------- ---------------- j 0:7-80 AFUE n/a Attic R=4:2 No No Setback 1-0-00—SEEK No Attic CR=4-.-2 No No Setback WATER HEATING SYSTEMS ---------------------- Number in Heater Type Distribution Type System Gas Standard 1 REMARKS Tank Energy Size Factor (gal) -- -------- 0.60 c50_j External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run-HOUSE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building featuresaand performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When -this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in thel Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.:.. GARY HAWKINS Name.... Company. GARY HAWKINS ARCHITECT Company. Address. 1370 RIDGEWOOD DR. STE 10 Address. CHICO, CA. 95973 Phone... 530-92-2700 Phone... License. C -O 8 93 Signed.. Signed.. (daatete ) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) AARON KLEMENOK Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892.-2700 .t kaom n"O" x - (date)' E` MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... DENNIS DORVILLE Date..06/05/03 08.36.17 Project Address........ ******* --------------------- PARADI,SE, CA *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP0666 User -Gary Hawkins Architect Run -HOUSE ------------------------------------------------------------------------------- r Note: Lowrise residential buildings subject to the Standards must contain these 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. - 2. Fenestration products (except field fabri.cated).have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST:. RESIDENTIAL Page 2 MF -1R Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP0666 User -Gary Hawkins Architect Run -HOUSE ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC ecjuipment,.water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or / cooling systems. J 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems,.insulated (R-4 or greater). 3. Back—up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be'sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving[ conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -HOUSE ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of.pipe between filter and heater for future solar heating. ' b. Cover for outdoor pools or outdoor spas. , 3. Pool system has directional inlets and a circulation' pump time switch. 115: Gas -fired -central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr) . LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either'at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the( room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover).approved. , a E COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 Project Address........ ******* --------------------- PARADISE, CA *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM C -2R ,User#-MP0666 User -Gary Hawkins Architect Run-HOUSE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ----------------------- Design ---------- Design. ---------- Margin = ---------- _ _ = Space Heating.......... 16.18 16.17 0.01 = = Space Cooling.......... 11.87 11.98 -0.11 _ = Water Heating.......... 10.26 9.03 1.23 = = Total 38.31 37.18 1.13 = _ *** Building complies -------------------------------=--------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2777 sf Building Type... ......... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 85 deg (E) Number of Dwelling,Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume....:.... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 26808 0 sf Floor cf 16.1 % of floor area 0.41 Btu/hr-sf-F 0.35 9.7 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect 'Run-HOUSE -------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface -------------- HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Door 9.Door (E) 10 Roof 11 Roof 12 Floor Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned , Type (ft) (sf) Credit ------------ ----------------------- ----- ---- L --- --------- 2777 26808 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form'3 Location/ (sf) factor R-val Azm Tilt Gains Reference Comments , ------ ----- ----- --- ---- ----------------- ---------------- 304 0.065 16.41 85 90 Yes W.19.EQ2 front 238 0.088 13 85 90 No W.13.2X4.16 front 562 0.065 16.41 355 90 Yes W.19.EQ2 RIGHT 199 0.088 13 355 90 No W.13.2X4.16 RIGHT 477 0.065 16.41 265 90 Yes W.19.EQ2 BACK 687 0.065 16.41 175 90 Yes W.19.EQ2 LEFT 21 0.088 13 175 90 No W.13.2X4.16 GARAGE 20 0.330 0 85 90 Yes None FRONT 18 0.330 0 85 90 No None GARAGE 2518 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 263 0.025 38 85 18 Yes R.38.2X4.24 ATTIC 2777 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES ---------------------- HOUSE 90 Standard/0.76 1 Window Front (E) 2 Window Front (E) 3 Window Front (E) 4 Window Front (E) 5 Window Front (E) 6 Window Front (E) 7 Window Left (S) 8 Window Left (S) 9 Window Left (S) 10 Window Left (S) 11 Window Left (S) 12 Window Back (W) 13 Window Right (N) 14 Door Right (N) 15 Window Back (W) 16 Window Back (W) --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm_Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 25.0 0.410 0.350 85 90 Standard/0.76 Standard/0.68 8.8 0.410 0.350 85 90 Standard/0.76 Standard/0.68 6.0 0.410 0.350 85 90 Standard/0.76 Standard/0.68 6.0 0.410 0.350 85 90 Standard/0.76 Standard/0.68 14.0 0.410 0.350 85 90 Standard/0.76 Standard/0.68 30.0 0.410 0.350 85 90 Standard/0.76 Standard/0.68 8.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 15.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 15.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 8.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 25.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 25.0 0.410 0.350 265 '90 Standard/0.76 Standard/0.68 12.0 0.410 0.350 355 90 Standard/0.76 Standard/0.68 24.0 0.410 0.350 355 90 Standard/0.76 Standard/0.68 28.0 0.410 0.350 265 90 Standard/0.76 Standard/0.68 28.0 0.410 0.350 265 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -HOUSE I ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC -------------- ----------------------- 17 Window Back (W) ----- 28.0 ----- 0.410 ----- 0.350 --- 265 ---- 90 -------------- Standard/0.76 Standard/0.68 18 Door Left (S) 48.0 0.410 0.350 175 90 Standard/0.76 Standard/0.68 19 Window Back (W) 30.0 0.410 0.350 265 90 Standard/0.76 Standard/0.68 20 Window Back (W) 20.0 0.410 0.350 265 90 Standard/0.76 Standard/0.68 21 Window Right:(N) 12.0 0.410 0.350 355 90 Standard/0.76 Standard/0.68 22 Window Right (N) 20.0 0.410 0.350 355 90 Standard/0.76 Standard/0.68 23 Window Right (N) 12.0 0.410 0.350 355 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ----------------------- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- ----------- HOUSE ----- ----- ----- ---- 1 Window 25.0 n/a 5 1 3.58 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.8 n/a 2 1 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 6 11.5 3.83 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 n/a 6 11.5 3.83 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 14.0 n/a 2.67 11.5 1.08 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 30.0 n/a 5 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 8.0 n/a 2 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 n/a 5 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 15.0 n/a 5 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 8.0 n/a 4 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 25.0 n/a 5 1 .58 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 25.0 n/a 5 1 .58 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 n/a 4 1 .58 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 24.0 n/a 8 20.6 .25 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 28.0 n/a 7 10 .58 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 28.0 n/a 7 10 .58 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 n/a 7 10 .58 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 48.0 n/a 8 20.6 .25 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 30.0 n/a 5 1 .58 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 n/a 5 1 .58 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 12.0 n/a 4 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 20.0 n/a 4 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 12.0 n/a 4 1 1.58 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 MICROPAS6 v6.01 File -03025 Wth-CTZ11S92 Program -FORM C -2R I User#-MP0666 User -Gary. Hawkins Architect Run -HOUSE ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct, Duct Manual Duct Type ------------- Efficiency Airflow Location ------------------------------- R -value ------- Leakage --------- D -------- Eff .---- HOUSE Gas 0.780 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS E� HVAC SIZING Page 1 HVAC Project Title.......... DENNIS DORVILLE Date..06/05/03 08:36:17 Project Address........ --------------------- ******* PARADISE,. CA *v6.01* Documentation Author... AARON KLEMENOK ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone. ......... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File703025 ,Wth-CTZ11S92 Program -HVAC SIZING I User#-MP0666 User -Gary Hawkins'Architect Run-HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area................. 2777 sf Volume .. ..... ............ 26808 cf Front Orientation.......... Front Facing 85 deg (E) Sizing Location.. ,PARADISE Latitude... ..' ..... .' " 39:8 degrees Winter Outside Design...... 30 F Winter Inside Design.........70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range. 34 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the.HVAC equipment.,, Heating Cooling Description ----------- (Btuh) (Btuh) ----------- --------------------------------- Opaque Conduction and Solar...... 14287 5991 Glazing Conduction; .............. . 7344 3856 Glazing Solar .................... n/a 9671 Infiltration ......:.............. 15248 4601 Internal Gain ...................: n/a 2100 Ducts . ...... ................... 3688 2622 Sensible Load.. ........ ...... 40567 28840 Latent Load..................... n/a 5768 Minimum Total Load ----------- 40567 ----------- 34609 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the.HVAC equipment.,, 4*; -Water closet clearances (Uniform Plumbing Code 408.5). howsr compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17. ' g walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support s11 loads (Uniforms Building Code section 1806.3). STRUCTURAL DETAILS: 1. Beed v6211 panels dW1 start at not mon than 8 feet from each end of a braced Wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall act exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. 2. -A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building • that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. �jClerestory requiring balloon framing and/or engineering. 4 Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-0. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. . 7 Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). . Porch header size(s). -pical header size(s). 2.tud heights. , High expansive soil - special foundation design required. Retaining walls requiring design. sum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no none duan one foot abo� a grade. Alternatively. certification may be provided by a registered professional { engineer or architect that the design will allow, equalization of hydrostatic flood forces on w-terior walls. 1 Building must be designed and anchored to prevent floatation, collapse or lateral movement Constriction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANEOUS ITEMS: JE tairway details- landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). uardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). axterior plaster -weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15 -B -I & 2, 15-D-1 & 2). oam insulation - protection.6" halls and stairways (Uniform Building Code section 1004.3.3.2). wo exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505).ound requirements.1� a3' Enc ' design compliance an u orcin documentation. 6 sK u�l� Yr (i�C C UF responsible area requirements. nDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood ele.•ation certificate. 3. ❑ Fire SprinWers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. P2ce -- of RESIDENTIAL PLAN 0REVIEW GUIDE a SINGLE FAMILY, D UPLEXAND �1'0 rt W_ . MISCELLANEOUS 01YZ Y '0%vner. Building Permit Numbe: -Plans Exa,,niner,:j_//zctci A. P. Number: 6ar 4�— G F NE R. k L: doning requirements - (number of permitted living units). ans signed by the �R.designer. description roper esc ption of work on the application. Existing -violations on the property: Recorded nouc.- of violation. 6 Building permit valuation. PLOT PLAN: Complete Parcel size and dimensions. 1: Setbacks. side %.ard, easements. etc. Other buildings or structures. Gradin& fills andior drainage. Flood hazard. Special condillParcel Map: Noise 0 S? -.k 0 Water Tender 0 Traffic and, Drainage Sm C1 , ' i . Federal kid Route an Federal Aid Secondary Route setback requirement. Buildin- or 11 utilides across lot lines (Lot merger approval by Butte County Land Development) u&n Fire Sprinklers .r- d* -LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.13). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). E Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The mh6im"n net clear openable height dimension shall be 24*. The minimum net clear openable width dimension dM be 20". When uindo%% s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the f1cor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code:section 2406). 0 Habitablespice shall have a ceilingheight of not less� than7 feet 6inches except as otherwise pamittedindds . ceiling eight not less than fed section. Kitchens. halls�, bathrooms and toilet compartments'may have a g b of 7 measured to the lowest aroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not ten than 7. feet in anv dimension (Uniform, Building Code section 310.6.2 &*310.6.3). dC I in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %% hich depend on the combustion of fuel shall not be installed in a room used or "ped to be used for sleeping purposes, bathroom C16thes closets or in a closet or other confined space opening he a bath r bedroom (Uniform Plumbing Code section 509.0). bc&vM at in uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a mWo �021 room. compartment or alcove opening directly any Of these (Uniform MechanicalMechanical Code 30-3)• L r-40-arage fircuall separation - required on garage side incitiding supporting walls. and posts (UnftM Code section 302.4 exception #3)... I L--L-nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. Wood stove location -to .'Alcove - LRAC section 205 confined space & 223 unconfined space & 304.2). 4 Smok.- detectors (Uniform Budsection 310.9.1). Building Code '. i Page 1 of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 i AGRICULTURAL STATEMENT OF ACKNOWLFIDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the'useof agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. *,. All that real property situate in the County of Butte, State of California, described as follows: Date l q Q PROPERTY OWNERS: ROXANNE MICHELLE DORVILLE State of California )>. County of BUTTE ) f Orf AUGUST. 19. 2003 before me,. .. A.M. MORROW NOTARY PUBLIC personally appeared ROXANNE MICHELLE DORVILL i personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/the�s*ee instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed th inWITNESS my h�cial sea Signature i -C—U h —� Seal: A.P. # 041-620-045 Preliminary Report Description Order No. BU -213187-2 AMM The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 37, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAY WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND. EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-620-045-000 PARCEL.][[: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT. B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA 'DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING • A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE; STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED le Preliminary ReportOrder No. BU -213187-2 AMM PARCEL III: - CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28' 22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND, DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT' DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER.31, 2001, IN BOOK 152 OF MAPS, AT ?AGES 84, 85; AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP .WAS RECORDED IN THE OFFICE 'OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001,. IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE. OF THE RECORDER OF THE COUNTY_ OF BUTTE, STATE OF. CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTMIED Preliminary Report DESCRIPTION: - CONTINUED PARCEL VIII: Order No. BU -213187-2 AMM AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO.. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. 11 Job number >> 03-025 DATE Structural Calculations for Dennis Dorville Lot 37 Casa Del Rey Paradise, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 ��Q ARS (530) 893-0532 Fax v . C 18693 C. /1 8/11/03 IL CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> -------------------------------------------------=---------------------- Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC ; Wind loading Basic wind speed 75 MPH Exposure B ' Seismic loading Seismic zone 3 ' ti Gravity loading Roof live load 16 PSF Floor live load 40 PSF i Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF I ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION: 88 ONE COAT PLASTER LOADS 3/8" PLYWOOD 34 1:42 PM ---------------------------------=-------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 8/11/03 ------------------------------------------------------------------------ DESCRIPTION >> 1/2" GYPSUM BD ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION: 88 ONE COAT PLASTER 21 3/8" PLYWOOD 34 2 X 4 - 16" 57 INSULATION R13 64 ' MISC. 83 1/2" GYPSUM BD UNIT WT. PITCH? ADJ. WT. 4.00 4.00 1.10 1.10 1.10 1.10 .70 .70 2.00 2.00 2.50 3 2.50 ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF LL PSF ------------------------------------------------------------------------ TL 12.00 PSF LOAD—S 1:44 PM -------------------------------------------------=---------------------- REV 8-13-92 LOAD SUMMARY MODULE 8/11/03 ------------------------------------------------------------------------ DESCRIPTION >> -------------------------------------------------=---------------------- ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1!.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 I i ------------------------------------------------------------------------ i DL 8.10 USE: 9.00 PSF LL 40 '.00 PSF --------------------=-----------------------------.---------------------- TL 49#.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF -------------------------------------------------=---------------------- TL PSF file- go<,P "V WALLFRAM Rev 4-02-96' Wall framing <19 94 UBC Description >> Thickness d2 > 1.500 in. Width dl > 5.500 in. Section properties Sx > 7.563 in -3 Sy > 2.063 in -3 A > 8.250 in^2 2:31 PM 8/11/03 Unbraced K length (ft) le/d 1.000 1.000 8.000 1.000 11.000 24.000 Repetitive ? (y/n) > Y Spacing > 16.000 inches --------------------------Lumber design values--- ----------------------- Lumber type > 1 1 => visually graded lumber 2 => Machine stress rated lumber 3 => Glue -laminated timber KCE > .300 KbE > .438 c' > .800 Base values 1.300 Species Grade Fb DFL NO2 875 ' Size factor Cf 1.150 Size factor Cf 1.150 Size factor Cf 1.330 Repetitive member factor Cr Flat -use factor Cfu ' Load duration factor C(D) Adjusted values > Species Grade Fb DFL NO2 1740 Fb Flat -use 2001 Ft Fv 575 ' 95 > 1.300 > 1.300 > 1.100 > 1.150 > 1.150 > 1.330 FC -L FCJ E 625 1300 1600000 (Applied to Fb) (Applied to Ft) (Applied to Fcl) Ft Fv Fcl 994 126 625 FcJJ E 1902 1600000 ---------------------------------Loading-----------=-------------------- Axial loading: Load duration > 1.000 w axial > .645 kips/ft . w axial trib. > .860 kips/stud fc > 104 psi Loading applied to member narrow face: ' Load duration > 1.330 ' w lateral > .0132 ksf M > 266 ft -lbs w lateral trib. > .0176 klf fbl > 422 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi 7 --------------------------------Summary--------------------------------- PCE > 833 F'c > 739 psi (B) > 17.963 <ok> `�CE1 > 833 �CE2 > 7500 ObE > 2172 .020 + .277 + .000 = .297 <ok> w Gary'Hawkins ARCH ITECT n Aug. 11, 2003 Department of Development Services Butte County Building Department Attn: Linda Simpson/Philo Hunt RE: Dennis Dorville 809 Violet Way Paradise, CA 95969 Project Address: Casa Sierra Vista A.P. 041-620-045 Building Permit Number: 03-1540 I have reviewed the soils report for Casa Del Rey lot 37 and have modified the construction documents to be in compliance with the report. If you have any questions, please feel free to contact this office. a2wkin Si cSi c ss Architect 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch®emall,msn.com Sent By: BUTTE CO ENVIRONMENTALHEALTH; TO: FROM: 530 895 6512; Aug -27-03 9:11AM; Page 1/1 V t l �d art we Plot P64 Ankd Poor Ptiw A 34M is I.D. �wironmenta! Healf Sanitation. Clearance l � AP>lt Owneru%.o% Was Plan Approv fo . Sewage Disposal% W ter uppl Public Private Wel! Clearance fo elling, Other Meld final for: Final clearance OA. for: - NOTE: F���%A��►, .` . FOR 9196 PLN REVIEW RESPONSE SRM In order to expeditc the review of your plans, please complete the following information and return this form with your rc-submittal. this form is not complete, as to all correction items, we will not be able to accept your rc-submittal. for. review. There must be a val response to every itecn requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: �iFN1�J t S •P�,�/I �� ASSESSORS PARCEL NUMBER Q4l • (OZt2 - 04'S RESPONSE FOR PLAN CHECK LETTER DATED: /'cv� • 5 6 -N --o3 RMIT NUMBER 6)3.IW-o PLAN CHECK ITEM # Nom • RESPONSE BY: RESPONSE BY: COMMENTS: n AJ b r S C17A% "7 1 7.- 0"T^j - LOCATION ON PLANS/CALCS: s 17&- P -A v COMMENTS: S Anj CoP� N O l el u► OW- c4--' T$ yCi PLAN CHECK ITEM #A.107V. RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: n AJ b r S C17A% "7 1 7.- 0"T^j - PLAN CHECK ITEM q RESPONSE BY: LOCATION ON PLANS/CALCS:' COMMENTS: PLAN CHECK ITEM ti g RESPONSE BY: LOCATION ON PLANS/CALCS: a �� � aO �rt� A-, COMMENTS: PLAN CHECK ITEM /t S-rLT' Z RESPONSE BY: (p�crt�y LOCATION ON PLANS/CALCS: SMA., " C A7 -e- %- COMMENTS: . .. . .+ � ... • . 1,.�� .F t �y i «�,n . } ., ,., wir„ ,' r� i� �,� .,i , +''+ 11�.a�.. f�. � �' 1 a.r��4 ' rr ,. ' ?._>� '�� _ y�, _ -a •j � '� rt � ~� is . a �r.�y � +�: � r. .. � � :�+' �; �� ��`� � � �,� , � �.' �}'• ` ..i � � s. a. s �y ., rt� �' � "� yy.l r �: i. � �" � '�� 'v r' v. . ��� ,� � M .4�.} .. �.i. k'Ni��.} ��• "� I ..F�i61 �,.�A %; i fi. it � �.w - r-,, . �� ,ice. �• ,. M,� } n ryf =_� t y � 5 S y . T �.� .n' +� :a:''srt r �! ..t �• �� .;fat 5 �� .Z .' i�T 4 3� � � Si s ` �+<, �"+. v "!s'; `:+ �f�`�.. M�. � .q..�l. y;�.�.„, ., y *yJ- RESPONSE FOR PLAN CHECK LETTER DATED: ,iVlo • D3 CHECK ITEM # cvmyuaRESPONSE BY: 74-,jL --jLOCATIONONPLANS/CA0S: FDvyvv^w r�,1 *PLA»i Awl-* va-r^l L-5. PLAN CHECK ITEM # 7 RESPONSE BY: LOCATION ON PLANS/CALCS: GLS /tin S -n M" vr vs,s 7 COMMENTS: r2" i w,�, . pGA-#,J PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: IPLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: (PLAN CHECK ITEM # RESPONSE BY' LOCATION ON PLANS/CALCS: ENTS: [PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: August 5, 2003 Dennis Dorville 809 Violet Way Paradise, CA 95969 9 - 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-620-045 Building Permit Number: 03-1640 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ,ALON-STRUCTURAL COMMENTS: 1. Per your Parcel Map, prior to issuance of the building permit, you must provide a final grading plan and identify any cutorfill slopes that exceed 5 vertical feet in height to the Planning Division for approval. levet bwej j _/ Cri Fire hydrants shall be provided per County Fire Department Standards. Please verify � Your permit application calls for 2 HVAC units. I find a furnace in the attic and an AC unit behind bedroom #3. Where is the other equipment? STReCTURAL COMMENTS: The subdivision map requires that foundations be constructed in accordance with the geotechnical investigation for Casa Del Rey Subdivision. Please provide documentation from the architect, Mr. Hawkins stating that he has reviewed the soils report and designed the undations appropriately. Provide calculations for bearing walls with laterally unsupported stud heights over 10' per IIRC Table 23 -IV -B. .3100 Provide footings under the bearing wall that supports the E1 and E2 trusses between the aster bedroom and master walk-in closet. rovide footings under the bearing wall that supports the E7, E8 and E9 trusses between edroom 3 and the bathroom. Provide a footing under the bearing wall between the nook and bedroom 3. This wall su ports the C3 trusses. Ovide a footing under the bearing wall between the living room and master bedroom. Note 5 on Truss E7 calls for a connection to withstand 101 pounds of uplift. Please have �06signer or the truss company specify connection on the plans. VV The house does not comply with the prescriptive bracing requirements of CBC 2320. Please provide a lateral analysis or revise bracing to comply. 1 of 2 't i If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Lirfda son Philo Hunt P.E. Plans Examiner Plan Check Engineer cc: Gary Hawkins, Architect 2 of 2 1� National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading d/or other permits r other anctions provides by law. Signed: Title: 4 Date: National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Stonn Water Management Plan Revised 5/22/03 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -'BUILDING DIVISION T ' , 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT V ASSESSORPl�jCq,NUI] TO -045 ZpUD BUILDINGPERMIT OWNER DennisDeDorville 872-4401 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS -2777 Pan4rdi se 95%q R 149,958.00 677 U 12,186.00 CO OR'S NAME owner TELEPHONE 990 C -1,770-00 CO TORS MAILING ADDRESS , a CTL CONSTRUCTION LENDER JFireplace LENDER'S MAILING ADDRESS Total Valuation $ f;9 q1 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 870.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 565..80 BUILDINGADD E Casa Sierra Vista Paradise Energy Plan Checking Fee $ 23,00 $ PERMIT FEE S,30 IDT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.0084.00 Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each as water heater or vent 15.00 15-00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation [3 Other Other ❑ Describe work: 4 bedroom NSF Gas piping system 1 - 5 outlets 15.00 15.00 sewer 15.00 5.00 Mobile Home I S I G I W 920.00 PERMIT FEE : 1 A4 S ELECTRICAL PERMIT -no Fling Fee 20.00 Main Service zo.A OR LESS 23.00 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, ( g ) and my license is in i force and effect. //���/ /� License Class Lic. No. 6b Q &10 7 OWNER -BUILDER DECLARATION 1 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. f , 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 L000A 46.00NEW CONST. DWELLING OCCUP. OR ADONIS. a ACC. BLDs. s0 3.50FT. 120.90 NEW CONST. MULTI.OUTLE NON-RESID. T 7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES�� L; o Ex. Occup. Co pM DDE& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 ±f PERMIT FEE $ 163.90 . 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 Filing Fee 20.00 Heating 2 115.00 30.00 Cooling Hood 6.50 Ventilation GAS FIREPTACE 15-017) PERMIT FEt $ 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.) 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 0 1 should become subject to the wor ers' compensation provisions of section 3700 of the Labor Code, I shall f h ith comply with se Prov' io C Date �✓ ture of Applicant - `6�Owner ❑Contractor ❑Agent PhHA 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 $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 1 954. 70 HAZ. -- o, pgES IMP FLOOD CDF PARCEL pp H ISSU This permit is hereby is ed under u e County C de and/or ated r wh' hrfees have rQ^ By /`^� \ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Z7Ac O Z ate Receipt No. &TM WHITE-D.D.S.-B.D. CANA -ASSESSOR P!PK-INSPECTOR OLDENROD- PLICANT NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING SION 7 Jaunty Center Drive Qroville, California 959fi5 •Telephone (30) 53 - 541 PERMIT .ev. APPLICATION AND PERMIT _ BUILDING PER TELE-WO'E SR. FT OCC. BUILDING VALUATION DwNERs www w+ese 17 % V eoNr Rs ' s e nrtwACToxs www ADOREss cows sF6 aTON LENDei {ENDERS wnnma ADORE= Fireplace . Total Valuation S S ARCMrtECT OR D+G UM uee:►sE No. FiGn Fee S 20.00 ARCHnCT OR ENOMEERS wiww ADDRESS Permit Fee S ©• (/ Plan Checking Fee 5' 9uaDNOADDRPBS LQ� Energy Plan Checking Fee S 3 -. • S flit i2 i✓ ` �d. PERMIT FEE $ q 91. 3( TTND.• suBDIM --- oaswewe °� MAPPLUMBINGPERMIT Filing Fee 20.00_ t ) A e- Each Tr 1' 7:00 ..- USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Duplex ❑ Mob0shome ❑ Other Water piping 15.00 Each as water heater or vent 15.00 Co TYPE OF WORK Gas piping system, 1 - 5 outlets 15.00 ^ C)U New Addition ❑ Remodel ❑ U6Trties ❑ Installation ❑ Other ❑ Buildingsewer 15.00 /. Mobile Home . S G W 020.00 Describe Work L PERMIT FEE S e• ELECTRICAL PERMIT Fang Fee 20.00 Mein Service zow OOR � 23.00 7,3. Q �• J Main Service 2004 TO IMA 46.00 �\ NEWC0/6T: OWELL m Occup.�fl SD o OR ADDNS. A ALC. mjm 3.50xFF " rftw ,s • vuirwunET ND"ESCL @7.50 FOw9t APPAIWvs a SOME Ounm wt Ex. Occup. ountT oR wcnmaDAL o 1.w . Ex. Occup. FC= APRNS. OR 5.00 oLmzn m. Eli / Temporary Service 23.00 Mobile Home Facilities 20.00 :i:Y�' � d Y✓ NEsc. Wiring 23.00 SR PERMIT FEE S , C MECHANICAL PERMIT Fining Fee 20.00 Sr Heating SGO G Cooling s.0 Hood , 1 1 6.501 Ventilation PERMIT FEf_ S Jow Mobile Home Installation Fee S eErvirgy Inspectio as IS TM TO AL FEE .(7 D. FEES -I D CAF P d HD � SsuE This permit is hereby issued under the applicable provisions L4+• �� /l of the Butte County Code and/or Resolutions to do work ` V indicated above for which fees have been paid. ' By Date ll PERMIT EXPIRES ON • 4 � �r.wr Sti i~ Y • r i,i • E ..1a� r4 .. • ��z.� '�^may T 1 ,` '� . - .. •er'�'�.r'i_.w'•an'�'7�1"w-,�gP+'f+f„`imp,yy'""sltiv'1�r'�".��M+rr".,M•rfvf'�rJD'�I+}�{+�itidM�`i���.4TiQ�i:�tj{��i,4�.r.'1�+{�i+D►>r(irt'�'k":a1C i Bf, D3- MoqD' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: r VII ASSESSOR PARCEL NUMBER / "' V —OW� Proposed Building Use: `i �. Counter Technician: Date: V� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordr to apply. 2/11" Plot planQ3os 4 sets, signedty the preparer of the plans. ❑^ 2. Complete, 3 or 4 sets, signed by the preparer of the plans. � Engineered plan , 33 r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12* Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following (jte s.) 1 Fees as shown on the attached Schedule of Fees Due Sheet................................. J6. Statement of Intent for Non -heated and A/C Buildings ................................... .... _ 6. Sanitation and plot plan approval from the Environmental Health De artment --- r14-7. n C. �7. City of Chico Plumbing permit....................../pai�. ................. I . California Department of Forestry plan approval Sent by� ❑ 19. Planning approval for (A) Use: O )\ (B)Parking: (C) Par el Check: ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage ............................... K"21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... f❑ 6. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... $�� –U 28. Manufactured home utility clearance.........................:..................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ty-ld – and hold for pickup. I have been inf med of the abov 'terns a requirements for obtaining a building permit. Applicant: Date: (!l �3 M 1. Index permit application for the above items numbered: �%�. / i Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail,. �b,counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail,- .; ❑' counter, Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date:Structural approved by: Date:.. O Note transfer by: /� Date: 09 Vellnw Rnilrlina ni-cinn E.H. USE ONLY 'Mot Plea Attached r Floor Plan A Aa Sant to 8.D TO: Buildi epartm FROM: �- ' nvirohmental Health V _. Su T: Sanitation Clearance (n � t . r Owner Location AP# r Plan Approve fo . Sewage Disposal %ertuppl Public Private Well Clearance fo welling} Other \'j 14, ',final for. n' lT✓ `---- Final clearance O.K. for: NOTE: Environmental Health S 8/96 03 Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 IVA I I SCHEDULE OF FEES DUE PROPOSED BUILDING USE S� 1. BUILDING PERMIT FEES Balance Due ....................... $ S� Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential...................... Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division)' 7W7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPTT/# UATE REC. ' I I F, Ir AA A! At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed dur* the plan checking #rocess. APPLICANT / 1/ pi�✓L� / Vaa& DATE —� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) h �V BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ,,�nli, �P - �� v) Building Department No. A.P. Number ���-�� �%�Jurisdiction: jcity ®County Property Owner Property Location/Ac Subdivision Lot No. ! .................................................................................................................... Residential Development Sq. Footage r% No'of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ,: '(No foundation inspection): t Commercial/Industrial New Additinn (Floor Plans reviewed by School District District Identification No. Dwale- btntn School District certifies that { Ll (City) has complied with the requirements of Resolution No. representing �, —7-7square feet. 11 rta Q School District Representative Paid by Check # Remarks: b- 3S61L (State) ILL �29, TII ISq. Footage (Including Exterior Roofed Areas) r Date ;(Applicant) V171 e Number) V (Zip Code) R by payment of $ �J, / % P• �a s 06. ; Z I - 0 -3 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 % "E 9M N0. (Rev. 12/96) APPLICATION AND.PERMIT ASSESSORPM-u''920`^' 5 .- zG4ING BUILDING PERMIT OWNER Demis ])Orville 872-4401 TELEPHONE SO. FT. OCC. BUILDING VALUATION 2777 R 149.958.00 . OWNER'S MAILING ADDRESS Paradise 95969 677 U 12.186.00 CONTRACTOR'S NAME owner TELEPHONE 290 C 3.770- 0 `� CONTRACTORS MAILING ADDRESS G_irJ 1R✓' r(J� - f CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ (a .914► ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 870.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 565.80 BUILDING ADDRE§S Casa Sierra Vista, Paradise: Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1479.30 LOT NO. 37 SUBDIVISIONS NAME CASA. WL RFY NO. PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7-0084.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 i TYPE OF WORK ? New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 bedroom NSF Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.0015.00 Mobile Home S G W @20.00 PERMIT FEE S 164.()() ELECTRICAL PERMIT Fling Fee 20.00 i "OOVOR LE Main Service A OR LESS 23.00 23 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in I force and effect. / -� c -7 License Class Lic. No. tom.! / &� / OWNER -BUILDER DECLARATION �..50 1 hereby affirm under penalty of perjury that I am exempt from i"'Contractors license LawAfor the following reason: O^ 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 salli:... as owner of the property, am exclusively contracting with licensedJcogtractors .,to construct the project. ❑ l am exempt under Sec. Business and Professions Code for.this reason Main Service 200A TO 1000A 46.00 �p NEW CONST. ( DWELLING OCCUP. 3,5gF°: I2O.9O BLDS NEW CONST. MULACC. NON-RESID. U 97.50 POWER APPARATUS a sINGLE OUTLET C'R. Ex. Occup. OUTLET OR FIXTURES a20 @ 1.00 Ex. Occup. OuTLEED A.,6DeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 _ Misc. Wiring 23.00 PERMIT FEE $ 163.90 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ':"; . ❑ 1 have and will maintain a certificate of consent to self -insure for workers. compensation, as provided for by section 3700 of the Labor Code, for :the%, performance of the work for which this permit, is issued. ;;.' ❑ 1 have and will maintain workers' compensation insurance, as required b Section p q y 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 I MECHANICAL PERMIT Fling Fee 20.00 Heating 2 115.00 30.00 Cooling 2 15,00 30.00 Hood 6.50 6 50 ,.w ".Ventilation 0�5 FIREPLACE 15. QO ° PERMIT FEE $ 101.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation ` of one hundred dollars ($100) or less.) I 7. I certify that in the performance of the work for which this permit is issued; I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the compensation provisions of section 3700 of the Labor Code, I shall foAh'With comply with dose proylsion+s. X /=/f�'� (�Z Date SCJ Sig nature of Applicant -"EI-Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. � a Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 o c ' p�3 cONST. TYPE TOTAL FEET$ 1, 954.70 HAZ. _. D. FEES ILP / F10� CQF PAfjcEl CEL P7 HD 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. L �. �V r �1 / 2 /j 7 7/0 By � Date ltJ 7 PERMIT EXPIRES ON Date I r Receipt No. �C ► fG �' .6c,% qQ `%() WHITE-D.D.S.-B.D. CANARY -ASSESSOR PiN -INSPECTOR JG0LDENROD=APPLICANT 10 0 TO: FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM BUILDING DIVISION, OROVILLE VVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL. AP#:I 3ADDRESS/LOCATION: Comments: V) GL/memos/releasehold COUNTY OF BUTTE 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 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, please contact this office immediately. - 7 it REV 10/92 COUNTY OF BUTTE • ' ' 'a. ..... .. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i CORRECTION NOTICE l2/&V11 t f 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, please contact this office immediately. Date/e(/-t7- v Inspector/j /! / 14Z ti REV 10/92 �: COUNTY OF BUTTE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street • Chico, CA • (530) 891-2751 7 County -Center Drive • Oroville, CA • (530) 538-7541 r� CORRECTION NOTICE -a � --- . � 7s. OWNER N 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, INSULATION CERTIFICATE Job Number: 3437 Dennis Dorville 4528 Casa Sierra Vista, Paradise Contractor/Owner Name Job Address (street, city, state) Butte Casa Dorville 37 County Subdivision Name Lot Number DESCRIPTION 1. ROOF DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of R tions) as indicated on the Certificate of Compliance, where applicable. 2, 3,4/ � Chico Insulation Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns ManvillelKnauf Minimum Installed Weight/ft 1. 611b Minimum Thickness: 15 '/Z inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: 38 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns ManvillelKnauf Thickness (inches): 31/2 , 61/4 Thermal Resistance (R -Value): 13,19 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberglass Brand Name: JohnsManville/Knauf Thickness (inches): 6'/4 Thermal Resistance (R -Value): 19 5. SLAB FLOOR/PER [METER Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Perimeter Insulation Depth: 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of R tions) as indicated on the Certificate of Compliance, where applicable. 2, 3,4/ � Chico Insulation Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner APAZ;vjvo Iv Certificate of Conformance' Cedificat,, 054050 THIS IS TO CERTIFY•that the glued. laminated timber products identified with a collective mark of Engineered Wood Systems (EVVS),vra e`manufactured in accordance with the' applicable standards and associated specifications indicated tiz1�� •� w,ANSI Standard A190.1=.1992, For Wood Products —Structural. Glued LaminateeJRTirnbar' NER 486 Glued Laminated iml pr Combinations And "GAP' Cornputer Prog en For Determining Design Stresses RITC 117,93 a,.i`,faa'acturing — Standard Specifications For Structural R Glued Larnirla`edr t tm5_'=.,4#&,Sofh-,00d Species • I r IT IS HEREBY CERTIFIED that t -he APA EWS trademarked structura! glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance v.-ith the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plan.' QA program with adequate sampling to ve;ify conformance to industry standards for lumber grade and glueline bond quality. 5h X 13 `/2• y 241 t3�12x\'T&f o `10 00�•, 1 , cc�i'pnP 0 R� � ••• J�'�� • r\N i "tet SEAL i�= r b� Thomas G. 4'Jill:amsort Execu!ive Vice President r1 A #--! '. r «fit • i I, , • 1 ro SY-477 • !S: :JrC1 AP1 _ T7r= VV0100 S. OCrrn.�r � 7r�1 t!:J�t� lalflr �'JA4: • -'.O. Doc 1:70•3 • 1'a:0'n3. %•!.% •73111.0700 , T��aplone: (25)i �%�•C�JJ • Fa1>:v•rAr•; (25)) Si'r�2o5 "`�' Gory Hawkins ARCH ITECT Oct. 21, 2003 Department of Development Services Butte County Building Department Attn: RS: Dennis Dorville Project Address: Lot 37 Casa Sierra Vista Casa Del Rey A.P. 041-620-045 Building Permit Number:,03-1640 The braced wall panel at the dining room front wall was framed shorter than noted on the floor plan. The length of the braced wall panel is still adequate for bracing. The makimum wa;; height for a 4011 wall -would be 11'-811, the ceiling in the dining room is 11'-111. See. attached calculation for lateral load per foot calculation., If you have any questions, please feel free to contact this office. Si ere y, ary Hawkins , Architect �� •fit µ�J Pw:tr.'•�i�i•t (°'"�`• t«.'-.f�Y�' YC.a�t T —s.i f Kin i — .y7 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 - garyarch@email.msn.com 2 ►'a -+ Z)x r� t � tC� �O�L ��Il� � ! ul �'�,� /! 4 z2 Ic. U)U) (f) �.. ,- I- tj uj j, rT 0 w cr) I, ol fig I It File >SHEARW 10:16 AM 10/21/03 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule ---------------------- -------------------------------------------------- Description >> Common nails >> (Box nails) ------------------------------------------------------------------------ Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 1211 o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 12" o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.206) (.251) 5 1/211 cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12". o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c..edge & field Unblocked seismic .047- .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/811 leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 12" o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing ('0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) } � . '� . t •����P�' � .���3\+at: ,. ,;, �; . _�� '� .r 11 .e: _jt r t ,,f "Fp �+I^C Cyt ,�• - � .,, ''rI�'r�ry� ty � :fir%' • �.: 1 �,'� .. ?�'s . .� F .. '� }N}�:' '�T F. ' �Y ^ t � � �� �j � ♦w.e•M c.. Fi #; � .. '�1�� � . 1 � `�'� _ , . • �f 1 � � •�xl �t '+I' •' Y 4 j' 41�tis .] .. � N i . 1 V ' �wa „ {a .- . A . 'fir' .,� �. , , s, Vii_. : �y: ... �,:., � � �; ��` fYt" i �k ..off# s b.: � �.�. «� . ... Jn � " � � :1 - .r. � `�r, �+ t .� � �. ,, E�• � ,..' �,.' _� + ''� a � k • .• ] ���{ ` E`�i r � �, .� .,�. ,i. 1��1•' .f } .� �Si: 1 �� ��' �� r�. .t� �� . �r �'i 1 �;y{� .'F , i �� •+Z�•i'• y:. �� t � S�. � ' cal ��' NOTES t ' RESIDENTIAL 041-620-045 03-1640 ' PERMIT NO.—, DORYILLE, DENNIS 45XCASA SIERRA VISTA, PARADISE NEW SINGLE FAMILY y _ ? F SPECIAL CONDITIONS I IN FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY t - Address i �r GAS Meter By Dad Lz �' J ELECTRIC o Z�f, Meter By Date l .b T JOB FINALED (Date) { _ qlv ` Signature r7i ;i 41 � t y. 1 _ i . • .7 4 .. f it, IN: . -. 164 � r a J=OK 0 = Not OK . = NotReadyble 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L'"ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date -MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s. with Office Date Card B-1 Date Card B-1 Date . Card B-1. Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements _ 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Wincows-Doors 7. Electric ' 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed I 7. Elec.; Bonding;, Metal w/5' -Circulating Equip. -Heater 8. Elec.; Groundirg; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 _ Date Card B-1 Date Card B-1 // J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDUWLOOR (Plans) OK except #'s (2!Ft ain; Soils-Elec. G(a6-/ /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slao, Steel -Wrapped 8. P'6rs-Fire lace Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Gas Pipe; Size Anchors -Yard Gas Pi , Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12' Electric Underground 4517 P nu s & Ducts; Clearance -Material -Support -Ins. ders-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Dat , Z5 Card B-1 Y— Date Card B-1 Dates Card B-1 Date Card B-1 Date PL MBING (Permit) OK except #'s Car B-1 Date Card B-1 V. Kier Htr.; Vent -Access -Combustion Air Baffle Sills Proper Materials & Anchors 4A,halls ater Pipe; Te & Anchor -Nail Protection 4k. 4 4 1 D.W.V.; Tes rttings & Anchor -Nail Protection eaders & Beams -Size & Bearing 1 20. Shower Pan; Test, First Floor -Tub Access' 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors i 23. Fire Sprinkler; Test GAL & Bath Fixtures & Tu cce -Spa Date b Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 72. Elec. Outlets at Wood Panel, Int. & Ext. 2#. 21fZElec„Receptacles 2 2 ' ure & Transformer Clearance -Ins. Protection Spacing -Lights & Switches at Doors oxes & No. of Conductors Stapled m x Installed Close to Edge of Studs & C.J. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 28. 3 ip. Ground made up w/Mech Fasteners -Bond Gas & Water A liance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 7 Elec. Outlets & Receptacles at Kit. Counter Range Circle/ /ga qu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral es O No 7 Garage Fire Door; Swing -Landing -Closure 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clo es Closet Light -Shower Light -Spa Light 35. Ooke Detector . Date I v fl7 Card B-1 4.- Date Card B-1 Date Card,B-1 Date Card B-1 Date MEC$ANICAL (Permit) OK except #'s 3 A. . Ducts Insulation & Support 3 . nt Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s 4 Sills Proper Materials & Anchors 4A,halls Studs -Nailing Spacing & Braces -Plates -Sound 4k. 4 4 96aring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46 eaders & Beams -Size & Bearing Date 4V ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles? Bdrm. Windows or Exiting Doors -Sill Ht. & D' ensi ns Garage Fire Protection Framing -RC Ch el 'S9 Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 PI wood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59F Glazinq Area -Glass Protection-Skvlidihts-Plastic Wall F ' ” 63. Infiltration -Walls -Windows Datev7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA tans) OK except #'s ' 64. ext. Steps -Door & Sidelight Protection -Landings 6 oke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection i 67. Bedr om Exiting GAL & Bath Fixtures & Tu cce -Spa 62, Elec. Trim & Subpanel, Breaker Sizes & Labels 7 . Stairs & Rails a 7Y Freplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 Elec. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 76.A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection' } 7 Plb.; Elec. & Mech. Equip. Listed for Location > . j . 7.9!Elec. Receptacles in Garage (F.F.I.)-Romex Protection 8W Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 8�77_dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Y s `' _ 83 FollowingInstld./Drive O Yes O No alks Y s O No/Planters O Yes l7 No cco Brown -Finish 85 .C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 ater Well, Disconnect, Electrical, Plumbing 8 . We-rior Elec. Trim, G.F.I. Receptacle -Underground 8 . Ve tilation Throughout House 9,,piass Protection 7rections from Previous Inspections S L 8 . gas Test -Meters Tagged, Gas -Electric 'A 9 . Water & Sewer Connected -C/O to Grade -HD Approval energy Compliance Certificate -Other Certificates Address Posted Fire Sprinkler Date Date ,j/,al Card B-1 Date Card B-1 Card B-1 Date Card B-1 i Date Card B-1 Date Card B-1 Comments at Final: F /,077, :; /N/hN AYLf>A— d2fl-- LOT" /ms 40(of 4 I.0 Pp- Tv 1bo `0 -- --- ---L=100'_0)_ ------- ' I J C.tJ----'TANK w/ SEPTICI �� ARC�� i Pum P i i yi KID 3 � I dP 10'0• �t 1 � 4,_o. , 4 BEDROOM RESIDENCEV 01) , I lim Is i I .l I'ri-/>2/ vf-- r 7 /h2f,- N OL O/L C -617-S !off i tr o of � 1 � I -CO Av VILITY / 4 TER N SITE PLAN - LOT 31 �---�: SCALE: I' = 20'-0' AREA: .32 ACRES Date: 4/2/2003 GARY HAWKINS Drawn: GC SITE PLAN FOR: ARCMTEcr Job No.: 03-025 DENNIS 1--)ORVILLE PARADISE, CA. M30) $92-27001370 ��as 532 CA 95973 9 30RSre.'0�(�L Y!l4 NTAL HEAI.TH APIVOWID - AUG 2 12003 (Xt� Haft CHICO, CALIFORNIA x SHEAR SCHEDULE N p U N (� +1'-r L-4' 0' 1=4'..p• l� HARK w01 0 OD SHEARWALL BRACED v l ^ o 5050 XO TEMP. 4'-a B/R II A � WALL PANEL DESCRIPTION `" M 2 � CARPET 0 3/r CDX PLYWOOD WITH td NAILS �... U v z O O 1 1 AT i' O.C. EDGE 117 O.C. FIELD. (L '- J ZZI STYL L o x UB ATOP Tl +••- L=4' 2 3/V CDX PLYWOOD WITH td NAILS PLATFORM MASTER BATH 4>� Po T +r•r AT O.C. EDGE n O.C. FIELD 1050 X0. Pt 3011 BI 401.0 o ---------------------------- Ln-- i.CARPET - - - - - - - - 3 3/l' COX PLYWOOD WITH td NAILS L-4'-0• Q AT r O.C. EDGE t I2' O.C. FIELD 3: q L=41- • 4 Lit -0 _ 4 1/7 CDX PLYWOOD WITH IOd NAILS n M LIN. -DBL. S Z P - t•. t D AT i' O.C. EDGE t 12' O.C. FIELD n COVERED PATIO --.... a 1'-17 CLG. ,��_p• LINEN 5 1/2' CDX PLYWOOD WITH 10d NAILS 0 TOILET s SHWR solo FR NOOK WALL O Q AT 4 O.C. EDGE t 12' O.C. FIELD o V4 CLG. n OV W.R. Y -I' CLG. �x I/ T c 1 r CLG. RPET - - - . TILE v, _ F ..�. CA _ _ V1' CQX PI.Y'' On �m ru ;nM R; . " GLASS _ 0 - TILE ► tl '« AT 3' O.C. EDGE t 12' O.C. FIELD i.o ENGL U +r=�' BATH TB00 = +r (3) 4010 SH PH EA x I/ Ir TEMP. VENTS ' �� 1'-t' CLG. TILE g 1/2' GYPSUM WALLBOARD WITH 5d NAILS ARCyjl _ :•, 2tit (�• 0. 2111 a AT Y O.C. EDGE t FIELD UNBLOCKED c,' F . ' Q T. iC. H TILE TO 0 5/t' GYPSUM WALLBOARD WITH Gd NAILSUB/SHWR A71' O.C. EDGE !FIELD UNBLOCKED carR /ys�' CLG. BREAKL LINE— 4'-1 i/2' VER NR. GB. A O 1/8' CEMENT PLASTER OVER EXPANDED * No. 5693 G DDI. S t P METAL OR WOVEN WIRE LATH WITH NO. I1 GAGE STAPLES. 1/r LEG AT 1 OC ---------------- I MASTER B/R I ,� I t 5/8 T-1-1 PLYWOOD�IDING W/ IOd NAILS ' I LIVING I °� ' gg AT 1 oc. EDGE i I o.c. MELD 1'-r CLG. ,' I > • O I u� PR. 3011 BI -FOLD SIMPLEX'THERMO-PLY' STRUCTURAL CARPET I -I CLG. g CARPET (0.115 INCH THICKNESS) (RED) SHTG. GAS FIREPLACE t W/ NO. IL GA; GALV. STAPLES (1/IC LZ FLUSH TILE HEARTH ITP T -a 1'-r 4'-0' r -t' CROWN 1-1/4'. LEGS) OR LARGE FLAT- ' KITCHEN BIR #4 IHI FLAT- HEAD, LONG} A 3 RANO t OOC G NAILS M'-0' 2'-0• r -r 12'-0' 2'-i" 2'-i' ; 1'-r CIG. 1'•r CCG. x TILE 3 i CARPET o i. x rb ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. v' •� PLANT SHELF I HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO ABOVE. SEE i THE STUDDING EXCEPT WHERE WANED BY THE INSTALLATION SECTION PLAN U REQUIREMENTS FOR THE SPECIFIC SHEATHING: MATERIALS. o M 2411 ' BRACED WALL PANEL SOLE PLATES SHALL BE FASTENED TO SLAB 0' L=4'-0' 2740' p AND TOP PLATES SHALL BE CONNECTED TO .THE FRAMING ABOVE. 42' HIGH WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE. - BLOCKING SHALL BE PROVIDED IN LINE WITH 7HE BRACED WALL PANEL PLATFOR I ACCES ro POLE �y 4 c► 4•_p•PA1�'RY oftt R DESK DRYER VENT TO �c I I 11 L=4'-0' SHLVS. 30110: LINEN w D TERMINATE 3i' MM. FROM ANY WINDOW 0,1 : I V Ft. F.F. OPENINGS .�� I � .. HALL , LAUNDRY Y (,tstit)„ cat i CLOSET a b N >r -r CLG. Z, 1,�. C. T' V-2' 3'-a I T�.p. 1j r L G. LE CARPET- v;rt 'E: SHLVS. ' 1ito to 912l1!I in 0-N - - - - - - - - ---- q- � ��----------•-�-� o v TIL "i� �' 1.=4'-0' HR ua00, x RM � P OPENNG. t� J BATH L= g r -O 1'-r CLG. 30u S.C. 2411 _ t 50 GAL. GAS W.H. a/ P.T.'FILE it' TB .y VALVE i DISCHARGE TO t O.S. ATOP +l1' PLATFORM - -- ENERGY DBL. S t P It/ SEISMIC STRAt'S TOL' t. ------------------ - _ . AND BOTTOM. VENT 1010 IOLO THROUGH ROOF PR 400 B1 -FOLD 2'-0' TEMP. TEM!! WALLS: R-13 •/ FOAM AT EXT. I COAT DINING CLG: R-30 N'-1' CLG. 10'-0' > CARPET GARAGE GLASS:._ LOWE = DUAL GLAZED a/ VINYL FRAMES I/ CTRANSOM 1'-r CLG. ABOVE CONC. SLAB t1ECH:.. AFUE .11 o SEER 10.0 DUCTS R-4.2 B/R #2 L=4' -o' 1'-I' CLG. .. COVERED PORCH WH:. EF = .40 II CARPET 13'-r CLG. NOTE: ' 0 GARAGE WALLS AND CLG. FIN. .. TO BE 5/r TYP 'X' GYP. BD. L=4'-0' GYP. BD. AT CLG. TO BE INSTALLED OVER RESILIENT :. 5050 X0'%%-CONT.CHANNELS • IV O.C. x I/ V TRANSOM si BRACING g s - - - - ABOYE L=4'- ' MATERIAL INTO WALL FOR 4' MIN. PANEL. r r-0' S 1/2' AREA APPROVED _I 11''15 Butte County i � . 9050 XO LIVING AREA: 2111 S.F. 1.=4'-0' _ i I 1.=4'-0' t C- t i q GARAGE: 11 'S.F. tura 1=r -o• COVERED PORCH: 210 S.F. � t � 1 I Doti: U2/2003 t • ENVIRONMENTAL HEAl TH Drawn: GC il' x r GARAGE DOOR ' AUG 2 t 203 Job no.: 03-025 ----------------------------------- i CHICO$ CALIFORNIA ALT. BWP.��y