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HomeMy WebLinkAbout079-200-001Warren T. Ambrose 2606 Phaeton Wav 'ro. Permit #495-79P(util. )091� ELEC C. 3t� --BU a c9b.9w� P GAS 1 -?,6 -PO - /V • - +- Sr....,., n ,otic SUPPORT STRUCTURE REQ. IVV COMPACTION TEST REQ. Wo contr: Lloyd's Elec., Oroville ' Permit #1639-79E(elec. & yard light/ G Mx) -- e-.- al NEW OWNER � SAM FIELDS 1*(( �' �/1.,,/ �Qf�f 2606 Phaeton Way, lot 1 Oroville Contr: Holmes MH Ser, Oroville ,?ermit#k594-80P.,E (relocate util/ e - .5Ung_site) —S— ` ELEC c2-2 �-� -apo zqm p S GAS-�)-7 fs�) COMPACTION - TEST REQ SUPPORT STRUCTURE REQ Contr`s Hoimes� MH -Ser, Oroville Permit#595-80MHI Issued Permit YF-459)Z_8OB,E(new prifgarageff / contra Homes Mobile HomeServ'.,Bangor Per�76-80B (new -covered 'deck/MH) Contr : North State Alum Permit#2367-88B(new patio cover)MH L. Contr : North State Alumb� n 1D/�1 /9Y Permit#2955-88B(patio cover/HH) r � ;) cut, �t rcA !�,• rv.c FcABANA 200-001 06-1350 ODW0' BOB PHAETON WY; OROVILLE : OWNER X r` A ^' i WOODADD.CIR ) CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 Project Address........ 2606 PHAETON RD. *******-=-------- OROVILLE, CA.•95965 *v7.10* I I Documentation Author... BOB METZGER O.D.S. ******* I Building Permit # I Bob Metzger O.D.S. I I 2231 St. George Lane, Ste 70 I Plan Check / Date I Chico, CA 95926 I I 530-865-9688 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7..10 for 2005 Standards by Enercomp, Inc. -------------- I MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION I ------------------------------------- ----------------------------------------- -------------------- MICROPAS7 ENERGY USE SUMMARY = Energy Use -Standard Proposed Compliance = _ (kTDV/sf-yr) Design Design Margin = Space Heating.......... 17.81 .15.49 2.32 = Space Cooling.......... 30.22 36.28 -6.06 = Water Heating.......... 19.11 14.48 4.63 = Total 67.14 66.25 0.89 = *** Building complies with Computer Performance *** HERS Verification Required for Compliance GENERAL INFORMATION . HERS Verification.. ...... Required C-onditioned Floo-r Area..... 936 sf Building Type.............. Single Family Detached Construction Type ......... New Fuel Type ................. NaturalGas Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear 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..... Fol Raised Floor 1 . 7956 cf 0 sf 10.8 % of floor area 0.3 Btu/hr-sf-F 0.22 8.5 ft BUTTE y APPRCDIVEWD -711P10&,,,V CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ----------------- Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 - ------------------------- I MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION I ------------------------------------------------------------------------------- Page 1 FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ----- ----- -------- ------------ ------------------------ 1 Wind Left (N) *9.0 0.300 0.220 0 90 Standard L1/Vinyl/Wood Operable 2 Wind Back (E) 52.0 0.300 0.220 90' 90 Standard B1/Vinyl/Wood Operable 3 Wind Right (S) 40.0 0.300 0.220 180 90 Standard R1/Vinyl/Wood Operable OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface (sf) Width Height Depth Height Extension Extension ----------- ----- ----- ------ ----- ------ --------- --------- 1 Window 9.0 3 1.5 2 2 n/a n/a 2 Window 52.0 5.2 4.5 2.5 1.5 n/a n/a 3 Window 40.0 6 6.7 12.5 2 n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 ----------------------------------=----------------------=---7----------------- ------------------------------------------------------------------------------- Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION I ------------------------------------------------------------------------------- HVAC SYSTEMS ------------ Verified WOODADD.CIR Number Verified Verified Verified Verified BUILDING ZONE INFORMATION Minimum Refrig Charge Adequate Floor Cooling ------------------------- # of # of Cond- Thermo- Vent Vent Verified ------------ Furnace Area Volume Dwell -------- n/a Peop- it- stat Height Area Leakage or Zone Type -------------- (sf) ----- (cf) Units ------ ----- No le ----- ioned ----- Type -------- (ft) (sf) Housewrap ----- ------- ---------- Residence 936 7956 1.00 4.0 Yes Setback 2.0 Standard 3.5 SLA OPAQUE SURFACES U- --------------- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV • Location/' - Surface Type (sf) or R-val R-val Azm Tilt Reference Comments ------------ 1 Wall ----- Wood ---- 382 ----- 0.102 ----- 13 ----- 0 --- 270 ---- --- 90 Yes --------= -------------- IV.9 A3 2 Wall Wood 255 0.102 13 0 0 90 Yes iV.9 A3 3'Wall Wood 129 0.102 13 0 90 90 Yes IV A A3 4 Wall Wood 224 0.102 13 0 180 90 Yes IV.9 A3 5 Roof Wood 936 0.026 38 0 n/a 0 Yes IV.1 A8 6 Floor Wood 936 0.048 19 0 n/a 0 Yes IV.20 A4 FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ----- ----- -------- ------------ ------------------------ 1 Wind Left (N) *9.0 0.300 0.220 0 90 Standard L1/Vinyl/Wood Operable 2 Wind Back (E) 52.0 0.300 0.220 90' 90 Standard B1/Vinyl/Wood Operable 3 Wind Right (S) 40.0 0.300 0.220 180 90 Standard R1/Vinyl/Wood Operable OVERHANGS ---Window--- ------------Overhang------------ Area Left Right Surface (sf) Width Height Depth Height Extension Extension ----------- ----- ----- ------ ----- ------ --------- --------- 1 Window 9.0 3 1.5 2 2 n/a n/a 2 Window 52.0 5.2 4.5 2.5 1.5 n/a n/a 3 Window 40.0 6 6.7 12.5 2 n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 ----------------------------------=----------------------=---7----------------- ------------------------------------------------------------------------------- Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION I ------------------------------------------------------------------------------- HVAC SYSTEMS ------------ HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling. Page 2 Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw -------- Capacity ------------ Furnace ------- 1 ----------- ----- ------------- 0.900 AFUE n/a n/a -------- n/a n/a -------- n/a - ACSplit 1 13.00 SEER 12.0 No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling. Page 2 WOODADD.CIR System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ----------------------------------------------------- Furnace 16189 n/a n/a n/a ACSplit n/a 11176 13488 n/a Sizing Location............ OROVILLE RS Winter Outside Design...... 25 F Winter Inside Design....... 70 F s Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts ------------------------------------------------------- Furnace Attic R-4.2 Yes No No ACSplit Attic R-4.2 Yes No No INFILTRATION TESTING DETAILS ---------------------------- Blower Door Blower Door Leakage Target Leakage Minimum (CFM50h/SLA) (CFM50h/SLA) --------------- --------------- 858 / 3.5 368 / 1.5 U CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION ------------------------------------------------------------------------------- WATER HEATING SYSTEMS --------------------- Number Tank External Heater in Energy Size Insulation Tank Type Type . Distribution Type System Factor (gal). R -value ---------------- -------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.72 30 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates HERS verified Infiltration. The Homeowner's Manual must include instructions on how to operate the windows and/or mechanical ventilation to achieve adequate ventilation. This building incorporates HERS verified EER. This building incorporates HERS verified Duct Leakage. HERS REQUIRED VERIFICATION -------------------------- *** Items in this section require field testing and/or *** Page 3 WOODADD.CIR *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Infiltration. Target and Minimum CFM values measured at 50 pascals are shown in INFILTRATION TESTING DETAILS above. If the measured CFM50h is above the target, then corrective action must be taken to reduce the infiltration and then retest. Alternatively, the compliance calculations could be redone without infiltration testing. If the measured CFM50h is below the minimum, then the building must meet Uniform Mechanical Code requirements for unusally tight construction and corrective action must be taken to either intentionally increase infiltration or provide for mechanical supply ventilation adequate to maintain the residence at a pressure greater than -5 pascals relative to the outside average air pressure with other continuous ventilation fans operating This building incorporates HERS verified EER. This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be D. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 I MICROPAS7 v7.10 File-WOODADD Wth-CTZ11S05 Program -FORM CF -1R I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION ------------------------------------------------------------------------------- HERS REQUIRED VERIFICATION -------------------------- redone without duct testing. If ducts are not installed, then HERS verification is not necessary. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and 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. DESIGNER or OWNER Name.... BOB Company. WOODWORTH Address. 2606 PHAETON RD OROVILLE, CA. 95965 Phone... 530-872-4450 License. N/A DOCUMENTATION AUTHOR Name.... BOB METZGER O.D.S. Company. Bob Metzger O.D.S. Address. 2231 St. George Lane, Ste 70 Chico, CA 95926 Phone... 530-865-9688 Page 4 WOODA 1 Signed Signed. (date) ( ate) ENFORCEMENT AGENCY -- Name.... Title... Agency.. Phone'... . Signed.. (date) WOODADD.SIZ HVAC SIZING HVAC Page 1 Project Title.......... WOODWORTH ADDITION Date..04/17/06 10:32:26 Project Address........ 2606 PHAETON RD. ******* --------------------- OROVILLE, CA. 95965 *v7.10* I I Documentation Author... BOB METZGER O.D.S. ******* I Building Permit # I Bob Metzger O.D.S. I I 2231 St. George Lane, Ste 70 I Plan Check / Date I Chico, CA 95926 I I 530-865-9688 I Field Check/ Date I Climate Zone........... 11 ----------- --------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. I MICROPAS7 v7.10 File-WOODADD Wth-CTZllS05 Program -HVAC SIZING I User#-MP1722 User -Bob Metzger O.D.S. Run-WOODWORTH ADDITION ------------------------------------------------------------------------------- C� GENERAL INFORMATION Floor Area ................. 936 sf . Volume ..................... 7956 cf `Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes 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. Page 1 Heating Cooling Description --------------------------------- (Btu/hr) ----------- (Btu/hr) Opaque Conduction and Solar...... 9367 ----------- 3914 Glazing Conduction and Solar..... 1364 1750 Infiltration ..................... 2881 1101 Internal Gain .................... n/a 2520 Ducts ............................ 2577 1891 - Sensible Load ..................... ----------- 16189 ----------- 11176 Latent Load ...................... n/a 2311 Minimum Total Load ----------- 16189 ----------- 13488 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. Page 1 1A .i M14FlR'l.sM1.•• Ey 7. 4'-a�a tr. •.-0 'k— MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 1 ----- ------------ ---------- Project Title.......... Project Address......... _ ******* --------------------- *v7".10* I I Documentation Author... BOB METZGER O.D.S. ******* I Building Permit # I Bob Metzger O.D.S. I I 2231 St. George Lane, Ste 70 I Plan Check / Date I Chi.co,_.__CA_ 9.59.26 I I I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. I MICROPAS7 v7.10 ,With-CTZ11S05 Program -FORM MF -1R I User#-MP1722 Uset=Bob Metzger O.-D.S. �- --`—` Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance. approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). 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 n/a *150(a.): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 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 or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox b; Outside air intake with damper and control, flue damper and control 2..No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2:0 perm/inch 118: Insulation specified or installed meets -insulation quality standards. Indicate type and include CF -6R 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 -fabricated) 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 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES n/a 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(i):•Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe -and tank insulation•and cooling t� De- En- sign- force- Jer �' ment T De- En- sign- force er ment jeL �4 4*1 A ---� systems line insulation 1. Storage gas water heaters rated with an Energy Factor p6Jv 2 '® less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table'150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B . NZ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely --SJ i L,5' in conditioned space . 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL. 181, GL 1A, or UL 181$ or aeroso sea ari--ThaTmee s e - ---- - -- �------------------- requirements of UL 723. 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 e(6> 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other.than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed iri cavities and support platforms shall not be compressed to cause;,�_-� reductions in the cross-sectional area of the ducts' 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material•{. 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no o electric resistance heating and no pilot light 4/A 4/A- 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) ' y �_ 118(i): Cool Roof material meets specified criteria &/I e� - RESIDENTIAL LIGHTING MEASURES 150(k)1•: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy Tamps as outlined in Table 150-C, and do not contain a medium screw base socket De- En- sign- force n/a . er ment (E24/E26). Ballast for lamps 13 watts or.greater are electronic _ and have an output frequency no less than 20 kHz 1501(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain ;',on -1;y --h- gh eff-icacy lamps -a=s out�ined--im--Table 150=C; , luminaire has factory installed HID ballast q 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c)', of permanently installed luminaires in kitdhens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled -by switches separate from those controlling the high efficacy luminaires tk 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled.by an occupant sensors) certified to comply with Section 119(d) that does not turn on automatically or have an always on option E - 150(k)4: Permanently installed luminaires located other than in kitchens,. bathrooms, garages, laundry rooms, and utility. rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by.a dimmer switch OR are controlled by an occupant sensdr(s) that complies with Section 119(d) that does not turn on automatically . or have an always on option ►t 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC).and are certified air tight to ASTM E283 and labeled as air'` tight (AT) to less than' 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a 'residential building or to other buildings on ' the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 6$0 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) bl 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 Ji 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units 'shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) )' M 1, ALL PENETRATIONS THRU THE .BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tn 6E CAULKED, SEALED OR WEATHER STRIPPED. .SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. ' 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR.TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO 'DUCT ACCESSABLE FROM INSIDE F.P. AREA . 0 FLUE .DAMPER_..T I GHT.-F I.TTI NG 8 READILY ACCESSABLE d) TIGHT -FITTING F.P.' DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE I NSTALLEDPER to Al U. M. Q. & I NSULATED (1 " I NSUL GAS EQUIP.) & (2" INSUL.-HEATPUMP.EQUIP.) )5# DENSITY.TYP. v. lmhN 7. MAIN LIGHTING SOURCE IN ALL BATHS & KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. 8. FAUCETS & SHOWER HEADS TO BE WATER SAVING TYPE,& CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) )-6" HIGHT PLATFORM. b) . VENT T HRU ROOF,. 0 ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0" TO & FROM UNCOND. SPACE.. e) R-12 I NSULATI ON WRAPP I NG . LF k .I.o w E D BV N k, fJJ- f) R-4 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. il. A/C UNIT TO HAVE a) SIZED & CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. r 12. INSULATION INSTALLER TO BE. CERTIFIED BY STATE &-LOOSE FILL INSULAT- ION TO HAVE•MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES & DEVICES_ RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE.. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS 19 0.5. WALLS. 18 WATER HEATER .TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS . .FLUR . LAMP BALLAST TO BE CERTIFIED BY C . E . C . CON TRACT- OR -OWNER TO SUPPLY -MAKE AND MODEL. i California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# 06 Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by -Butte\County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures T [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. - 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15. feet along its entire length [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius [XI (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures . designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [3C] Turnarounds are required on driveways and dead-end roads as specified in this article -The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "'I"' shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 C r� F I R E M E N T S 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lain may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] (a) All buildings shall have a permanently postai address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road- Your oadYour parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required.to meet the same practical effects requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 n Same Practical Effect for Buildings less then 30 feet from property line: (] If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. Date Revised 02/28/06 Darren Read Fire Protection Planning J O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 1 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Tkuss DesiLyn.. Sub pitta Designed By: Date: Technical Representative: Matt Balch May 24, 2005 Richard Shippen * All enclosed drawings are in alpha -numerical order Client Bob woodworth Office Phone: Office Fax: /Elevation: Work Order # l Floor System:) O I Roof System: O Pr2ject Addition le a.BUTTER C-OUNTY Orovil , C Site Phone: Uah Site Contact: 711,o t1pC . . O Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings 0720506 OAddition: Add to Original Submittal PEAK PLATE: 3-4 (2x4) 5-5 (2«61 6-6 12 el MAXIMUM 1'•0' EA VE WITH BLOCKS @ 32'o.c. OR 2'-0' EAVE, B•-0' MAXIMUM MAXIMUM, WITH 4x2 /2 OR BTR. BRACE SPACING OUTLOOKERS CUT INTO GABLE I 11 32'o.c. 2x4 /2 MINIMUM CONTINUOUS If Il STRONGBACK BRACED TO ROOF II STRUCTURE AT 6'-0' MAXIMUM. �� Il STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 8'-0' MAXIMUM 1.5-3, TYPICAL 4'-1.6'CLEARSPAN, BO MPH CONNE&ION MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS TO BE MAXIMUM 24 o.c. BC SPLICE; 3-412x4) 5-6 12x81 6-612xB) A MAXIMUM 40 PSF LIVE LOAD. 00 MPH WIND EXPOSURE C. LESS THAN 20'•0' WALL HEIGHT ?,OF ES H QQ No. C 4; LLJ d Exp. 12/1 CING DETAILS m m x t � ' ��H�EELPLATE: 3-4 (2x4) 5.5 (2x6) 6-6 (2X6) CONTINUOUS BEARING WALL BRACE WALL BRACING PER BUILDING) ;DESIGNER. t ` 2x4 CONTINUOUS -BACKING l WITH IOd NAILS AT 24' o.c. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS )MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3.1 Od NAILS 1 Bd AT 6' D.C. GABLE STUD SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATIIINO / TRUSS. Bd AT 6' o.c. TO BLOCK AT 8-o.c. lA_� 1.16d 16d AT 24' o.c. 2-1 ed 16d 1 Y.' NOTCH S2- o.c. 1 SOLID BLOCK AT ' WITH 2.16d TOE• 24'11TY, 2x4 BRACE 2.18d NAILED EA. END '2-18d ' WITH 4.164 NAIL ` �UTTE As+r, BUILrDN r.'.VAI NCJ UAIE UBC CONTINUOUS 2/11/88 GABLE DETAILS WARNING Reed all notes on this theft and give A copy of It to the Erecting Contractor. Ilan ilr.•y . w 6r •n uW�•rlrW b.."lmo wn,punenl II he. (men ha.ed on .psuftC'alions provrdea by the componnnl manufffourM . m and don ' �' I,.,'crwr 4.4. «..i Ina t—cm ver4un. of IN and AFPA da.ron slanoaros. No r..ponslo4ly u assumed lot dunon.. e.1 accuracy. Ualwla.one we lu he hr it.. i rvn(wuunl nunubclwM I.W., b 1010 OOHQn.r pnnr to lahncnlion The CulldaQ des'pnar .naa o.c~ IMI the toad. T�i,+.r.1 un ue.yn moa ur baton lhuday pu.al C4 DY A Jl LOU..ouddmo II a mmei e.sued Ina lop chord ofarW-0#W. orac.J 07 the nus ur Mwr frr4lninQ &..a In. baton, Crcr ImWro is laterally JraGMI a n9q thulMnQ mNerMl Unacl(y a1MtYlaO. un4.t 0lr14n0\3a nqM BlaprlQ �M r 4 Iw 41.i•I .uVVnrl ul Clrnpununl. rn.rrdr.r. pn lr to r.Juca hlrCAnnO bnQlll. Inu COmpulenl .Ilya nq M OMcad n arty Mv.mNlerx trlat W ■ —s. the —twe COMON a the Wood MGMd 19% AnNor Gallas, cornneum pyla O of on. FaDr%A". haltme. Vmw arld Grace Dela OUH h Im6WAL SYSI LMS C0r*-,WAI1UN .,.r.ovlenr. ..n Ill. h•brmy ami"o. 'TRUSCOM MANUAL'by Duewal. OUAUrY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD 11k1SSES' IOST."I,'wWDUN6INSTALLING AND eRACINO METAL PLATE CONNECTED WOOD TRUSUS• (ME41) and WAf q, SulduA/lr Sr�tE I'hr TR The Tro.$PW.In.1oWeRPI)utorll.dal5S3DOrwkro D,wo.MW,.on,Wi"ww 53719. The Amenean Forvvano CO Y.pW As, w,onl IAPPN n WCMad as )TSO COVWMcul Ave. NW. Ste 200. WwfMVon. OC 2OD3E s - NOTE: These del -Ails lrc also typical for frarninl: a hip roof. Tne nailer strip in (hese details would represent the lop churl of llip Truss 11 and as such would he in We same plane as (lie lop chord of Ute Dutch Cable truss' shown. KEY A - DUTCH CADI-r TRUSS U - NAILER STRIP C - rND JACKS D - JACKS A if flip E - TAILS �j��[�� SPAN 1), U, CADLI !;U'l AND 1111' END 2 - 16d nails (loenalled)', t, n Toenail `✓ 1_ Y U •a', p1 6d nnll --- 2 - 16d Halls (end nailed) I u) ' LNote: Use wedge at heel for enrage framing and members L•' of corner ret (Omit D. C. ) 'l'yplcal Connection 1� of End Jack to Dlailcr and T s°s TE �� `�i Y e21 -oil o.c. '' pp g�amq,, . �•..a•d 0 04 d o�,.., mrnq 70 va is p,. n Q.Ln., r.l :n,t1 tn•e� +moi e•t a.,unr•p•,d r, Iare-r. D161t5 IIIDIUJ [ $if[ Or PCAI[ DI INCIIt S. !r n•, C.ri� p C!Y-11•f� 1.11^ NO. L)Illl'll L•ahll SCI FAL CDIIII[CIOnS 1 n•S.`M rr� in•r I+an ,l .lo"r 7S"o<. I nn... ,r, .n u•r luun[I,; ;n.r ee el m...r.,r., Or,drl••orr•e�rl nlrro.l[WW t W CJ prp��(` II;II,e,nOrr^ .17". 11" Irmo LeannM1�•!�^^ i^• i in Wer tdn NJ -J dnrr llern(, .I n,�Q2��1 LIY lJ79 unl roanr•ap'•pnr,,.eeraa•'TI:W.W.oaln,n..10".77'M m „Ius,o.O +[.rinuolpm3ptwlAtomenur70pl.ur Irau1.J 4r yr4 'Itll'1 q r >fao+l n.SMI te•r•r<nr c9 la•� r.l Ifo O,.K Jov,r• •atn 1, mr I C 110 IIIc, 1401, a 5,I111DlIC COntp tar �.' Iin1.-i, .pd1.�r� -. 1..• .on...., •.pro �e,..,,,..,...r•,..,,,• ,,, , •. ._'_ ..--..+�I rutiluVumo. Pl; •r„+aro•rei.,�wlo.o-rml nu..ao:r•.. ,.. . WE TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO. SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 0001003160 . 11/14/02 Users of Truswal engineering-. TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 1 O common or box nails at 8" o.c. if only one brace is required, or may be -nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum..of_90% of the. member's length. For 2x8 and larger web members, bracing must be"donelper building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one -brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(g) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building:designer. Q+1 EXAMPLES 90% L 90% L Please contact a Truswal engineer if there are any questio 2. r. lmsotticelwinworElbra ce-new.let 39-0 7-0s.6. ItoA 94A 12.E I to ' I � I o f:- ___--- RD ( �7 I I Al o 4" I - i I IN BU'TT'E COUNT, y 39-0 13UILDING DIVISION 7-0 APPROVED Roof line 3D Lay tW00DWORTH ADD I T 2 ON SALES REP RS DUE DATE WO# • 0720506 D a D B O B W O O D W O R T H DSGNR/CHKR MA / BW Date 5/23/2006 7:1! TC Live 16.00 psf TC Dead 9.00 psf DurFac-Lbr 1..25 DurFac-Plt 1.25 II Illi UII II /�\ �� IIIL�u��lllllllurlu11111[///n'\\\j OROVILLE � BC Live 0.00 psf BC Dead 8.O0f O.C. Spacing 24.0 Code : CBC-01 N Q }- Sy rS 1. E L LYY1 LS Total 33.00 psf #Tr/#Cfg : 44 / 0 Job Name: WOODWORTH ADDITION BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL SS 1 0- 1-12 983 3.50" 1.50" ted a 2X4 OF�i STANDARD 2 23-10- 4 985 3.50" 1.50" Lumber shear allowable, are per NDS. BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER IO30 RESEARCH REPORT #1607. on the truss material at each bearing Loaded for 10 PSF non -concurrent BOLL. MAX DEFLECTION (s an) Permanent bracing is regaired (bv others) to L/999 MEM 9-10 (LIVE) LC 15 prevent rotation/toppling. ?eye SCSI 1-03 L= -0.16' D= -0.26" T= -0.41" and ANSI/TPI 1. CRITICAL MEMBER FORCES: TC COMP. OUR / TENS. WR. CSI 1-2 -1455 1.25 / 217 1.60 0.40 2-3 -1580 1.25 / 366 1.60 0.96 3-4 -798 1.25 / 200 1.60 0.94 4-5 -798 1.25 / 203 1.60 0.94 5-6 -1600 1.25 / 354 1.60 0.96 6-7 -1460 1.25 / 202 1.60 0.40 g8 9 '((1'660 % 12336 1 25 0.653 10-1111 -97(1.60 % 1241 1.25 0.54 WE COMP.JOUR. / TENS. DUR. 6I 2-9 -6811.25 / 321 1.60 0.20 3-9 -231.60 / 962 1.25 0.39 6-3�.0 -6871.25 % 315 1.60 0.20 Truss ID: Al Pl atiu�g�sppeec • ANSI I - 1995 THIS DESIGN IS THE cowostrE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GIN NAILS ARE USED THE PLHANGERS A BASED ON RE-EVALUATED VALUES. 0 d 8-0-0 d N rA us 6-0-0 1. 8-0-0 24-0-0 12-0-0 12-0-0 r 1 2 3 I4 5 6 7r 6.00 -6.00 2.5-4 6-4-1 12 2 0-4-1 7-3-15 SHIF 0-4-1 B1 B2 ':308 W:308 R:983 R:985 U:-229 60# 60# U:-230 FL� 2-0-0 2 � 8 9 4-0-0 10 11 1 8-0-0 8-0-0 8_0-0_� 8-0-0 16-0-0 24-0-0 UPLIFT REACTION($) SuFppport 1 - 29 lb ThisutPuss is designedbusing the O1 Cade. B1 s Enclosed .Yes Ind Zone Factor .1.00 Truss Location - LNotine End Zone Hurricane/Ocean Line f No M?thegorY m C Mean Lroo theight - 13 A781f, dths 75.00 ft BC Standard Occupanccyy, Dead Load . 10.2 psf ____LDgp CASE #1 DESIGN La _ ________________ Dir L.P1 L.Loc R.P R. Loc LL/TL TC Vert 66.00 - 2- 0- 0 66.00 0- 0- 0 0.48 TC Vert 50.00 0- 0- 0 50.00 24- 0- 0 0.64 TC Vert 66.00 24- 0- 0 66.00 26- 0- 0 0.48 BC Vert 16.00 0- 0- 0 16.00 24- 0- 0 0.00 .T pe... lbs X.Loc LL/TL TC Vert 0.0 0- 1-12 1.00 TC Vert 0.0 23-10- 4 1.00 BCVert 60.0 10- 2- 0 0.48 BC Vert 60.0 14- 2- 0 0.00 BUTTE COUNTY BUILDING DIVISION APP OVIM T ,W Systems cites ver 20 a. unless shy by "18" 18 w' 20 ior�d Der JCint its Report 5/23/2006 Grcleo 18tes a��alse frame Pates are Aionea as stw+vff gove.'Shin gdble stud late, to av0id'oVerl with'strt>a cites of * le . WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an Individual budding component not truss system it has been oases on specifications provided by the component manufacturer WO: Drive_T_0720506_L00005_100001 and done in awordmrce with the anent versions of TPI and AFPA design standards. No responsibility is asswned for dimensional amnacy. Dirterslons Ds g n r : MA # LC = 16 WT: 133# are to be verified by the component manufacturer anchor building designer prior to fabrication. The building must ascertain Urm the roads TC Live 16.00 psf L i ve Du r L=1.2 5 P=1.2 5 HOMEI�IIOOD re local da# Code d the Particular application. � The design assurrthat the top chord mdi� an INS design Red or exceed the loading Imposed by buildingmr is laterally brand by the roof or floor sheathing and the bottom chord Islaterally traced by a riga sheathing material directly attached, unless otherwise ® TRUSS rated. Bracing shown Is far lateral support of components members only to reduce budding length. This component t shall not be placed In any ew that will cause the moisture content of the wood to mceed 19% arWor cause connectm plete corrosion. Fabricate, handie,Install TC Snow 0.00 psf TC Dead 9.00 psf S n owDu r L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens Northpark Or. aedtracethis mssIna=oortlancewith the foiiovArgstandards: 'Joint aedcutting Detail Reports' available asoutput kmTnrswmsoftware, .��i'WrCAI-- Wood TnascamdiofAmekastandard Design Respmeid6Hes,'BULD[W.COma,�rrSAFETY IW<)RI 'n0rr- BC Live 0.00 psf BC Dead 8.00 psf 1.00 / 1.00 / 1.00 O.C.Spacing 2- 0- 0 CO Spr7 ngs , CO 80907 Co 1 o MCSI 1-03) and SCSI sIAvTMRY SHEETS by wren and TPI. The Truss Mme institute (TPQ is located al 583 vororrio D toe Nmdison. TRUSPLUS 6.0 VER: T6.5.2 Wsmrsin 53719. The American Forest aro Pape Association (AFPA) is located at 111119th Stred, NW, Ste 800, wasmngton, DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job Name: WOODWORTH ADDITION Truss ID: AIA Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL SS Platimsppeec • ANSI/TPI1995 UPLIFT REAC ION(5) lb 1 0- 1-12 851 SIZE" 1.50 BC 2x4 DFL #1 WEB 2x4 DFL STANDARD THIS DESIGN IS THE �'Osrm RESULT OF MULTIPLE LOAD CASES. Support 1 -198 Support 2 -230 lb 2 23-10- 4 985 3.50" 1.50" Lunber shear allowables are per NOS. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. THEY ARE BASED ON 1.S• HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing Loaded for 10 PSF non -concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, I portance Factor a 1.00 MAX DEFLECTION (span) L/999 MEM 9-10 (LIVE) LC 15 Permanent bracing is rElyired (bv others) to prevent rotation/toppling. See BCSI 1-03 GIRDERS. IF 2.5•• WN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY MERS). Truss Location a Not End Zane Hurricaneg/Ocean Line - No FF���yp ltegory " C L= -0.16' D= -0.26 T= -0.41" - STC and ANSI/TPI 1. ; PLATING BASED ON GREEN LUMBER VALUES. Bft; �hth� 29.00 ft IBlldg L�gthei gh244.00 ft. ad CBC Stanfdard-LQkDccCASE GOMiP.WR /TENS. WR. CSI - -------- - #. DEESSIGN LLWDs ---------------- 1-2 1-2 -1455 1.25 / 217 1.60 0.40 Dir L.PIf . L. Loc R.Plf R.Loc LL/TL 2-3 -1580 1.25 / 366 1.60 0.96 TC Vert 50.00 0- 0- 0 50.00 24- 0- 0 0.64 3-4 -798 1.25 / 200 1.60 0.94 TC Vert 66.00 24- 0- 0 66.00 26- 0- 0 0.48 4-5 -798 1.25 / 2205 1.60 0.94 BC Vert 16.00 0- 0- 0 16.00 24- 0- 0 0.00 1600 1 S % 202 54 1.6600 0.40 lbs TC c4 L1 00 -_7 -1460 1.2 Vert 0.0 23x10 BC Vert 60.0 10- 2- 0 0.48 CQ Th12�36 011.25 BC Vert 60.0 14- 2- 0 0.00 1D1.� % 063 8 9 9-10 15 1.60 / 849 1.25 0.49 10 -ll -97 1.60 / 1241 1.25 0.54 WB COMP. (((DUR. )))/ TENS.J??R. CSI2-9 -6811.2 /321600.20 9781.2S 0.406-10 5-10 -204 1.6600 % -687 1.25 / 3151.60 0.20 O O N ' O �? 8-0-0 O 8-0-0� 8-0-0 24-0-0 12-0-0 12-0-0 1' 2 3 4 5 6 7 6.00 2.5-4 Cu2 0-4-1 131 B2 W:308 W:308 R:851 R:985 U:-198 60# 60# U:-230 2.0_0 4-0-0 8 9 10 11 88-0-0 88-0-0 88-0-0 8-0-0 16-0-0 24-0-0 7-3-15 . SHIP BUTTE s,.i'a�P`J I 7 BUILD [«1�eG Iy IIVi-RON APPROVED ED 5/23/2006 ® WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer and cion In aommance with the cement Versions or TPI and AFPA design standards. No responsibility Is assumed for dimensional aoarrecy. Dimensions are to be verified by the component manufacturer and/or trdlding designer prior to fabrication. The building designer must ascenaln that the Iumis utilized on this design meet or exeed the loading Imposed by the local building code and the pankytar application. The design assumes that the top chord Cust: BOB WOODWORTH WO: Dri ve_T_0720506_L00005_] 00001 Ds n r : MA #LC = 1G WT ' • 129# 9 TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEWOOD Is laterally braced by the roof or Boor sheathing end the bottom dtord is laterally braced by a rigid sheathing material directly attached, unless othervdse TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shall riot be placed In any TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens TRUSS errAronmerd that wm rause the moisture content of the wood to exceed few, and/or ruse oonnedor plate corrosion. Fabricate, lamme, Insialt BC Live 0.00 psf 1.00 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and bmoe this loss In accordance with the following sandards: swim and Cutting Detail Reports avaitabbe as output Boat Truswal software, •ANSUTPIT VVI AV-vuxoaTrussCouncilofAmericasandardDesignResponslbgnies,�BUILDINCOMPONENT BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (t3csl 1-03) and scsl SUMMARY SMEETs by WICA and TPI. The Truss Plate institute (rPp Is located at 563 aa,ofrio oriVe, Madison. TRU SPLLIS 6.0 VER: T6.5.2 Wsoonsin 53719. The American Forest and Paper Association (AFPA) Is located at I I 11 1 91h Street, NVI. Ste 800. Washington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: WOODWORTH ADDITION Truss ID: A2 Qty: 10 BRG X -LOC REACT SIZE REQ'D 1 0- 1-12 792 3.50" 3. 2 23-10- 4 924 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/993 MEM 8-9 (LIVE) LC 1 L= -0.29" D= -0.31' T= -0.59" CRITICAL MEMBER FORCES: TC COMP. WR. / TENS. WR. CSI 1-2 -3303 1.25 / 691 1.60 0.91 1.25 442 1.60 0.24 3-4 -2474 % 4-5 -3303 1.25 / 691 1.60 0.91 BC 1. TENS. WR. CSI 6-7 -5671.60/ 3055 1.25 0.64 7-8 -566 1.60 / 3040 1.25 0.52 ID 1.60 3055 1.25 0.64 9-10 -567 % WB CUIIP.(WR.)/ TENS. WR. CSI 2-7 / 93 0.90 0.05 2-8 -707 1.25 / 332 1.60 0.20 ' 3-8 -337 1.60 / 2014 1.25 0.82 4-8 -707 1.25 / 332 1.60 0.20 4-9 / 93 0.90 0.05 s� 2x4 DFL 01 2x4 DFL #1 ESSTANDARETEVBSPER IC8REARRC REPORT #1607.PATUSED GREVALUES. 6-4-1 0-4611 MOB R:792 U:-185 3-8 THISiDESI8'N S TTHEICOMPDSITE9RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5•• HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY QHANGGEERRSS MUST2BE 5" GUN ARE USED 8-08-0 0 4-0-0 4-0-0 8-00 8-0-0 12-0-0 16-0-0 24-0-0 12-0-0 12-0-0 1 2 3 4 5 6.00 5-6 6.00 7-3-15 SHIP 04-1 W:308 R:924 0*8 4.00 -4.00 0*8 U:-235 11-8-8 24-0-0 6 7 8 9 10 8-08-0 0 4-04-0 0 4-0-0 88-0-0 8-0-0 12-0-0 16-0-0 24-0-0 UPLIFT BEARIDN(5 Support 2 -12B35 lb This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor . 1.00 Truss Location - Not End ZoneHurricaie/ry Bldg Lroofthe- 24.00 ft �7Beari Line - No ldExp Wdth�o 25.00 ft MeanCBC Standard Occupancy, Dead Load . 10.2 psf 'IL MN'13 BUTTE COUN9 au U .' �. tl�113 Corese l 12tesa�fas�eh a�tesaresgdorl ass�lhowrl�a e Shtt�' b�estud ares toa�v d�8v dl wths�vu�lual batl5 o le. 5/23/2006- 8 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an individual building component not thus system H has been based on specifications prodded by the component manufacturer WO: Dri ve_T_0720506_L00005-100001 ® and done In accordance with the cement versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 15 WT: 12'1# ere to be verified by the component manufacturer andlor building designer prW to fabrication. The building designer mut ascertain that the toads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilized on this design meet or exceed the loading brposed by the local building code and the particular appiion. The design assumes that the top droll HOMEWOOD is laterally !raced by the roof or Boor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 Wed. Bracing shown is for lateral support of components members only to reduce Wciding length. This component shall not be placed in arty TC Dead 9.00 psf Rep Mbr Bnd /Comp /Tens K7"= TRUSS environment that win cause the moisture content of the wood to exceed 19% ardlor cause connector plate comosim. Fabricate, handle, install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and aace Minas In accordance with the following standards:Joint and Cutting Detail Reports• available as output from Tnuwal sd8were, .��1 VVICAV-Wood Truss Council ofAmeriaStandard Design Responsibilities, 13UILDINGCOMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (SCSI 1.07) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) LS located at 583 Vprofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wsconsin53719. The American Forest and Paper Association (AFPA)islocated a1111119thStreet, NW,Ste 800.Washington, DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: WOODWORTH ADDITION Truss ID: ADG Qty: 1 5/23/2006 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 SC 2x4 DFL #1 GBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF non -concurrent BCLL. • Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 • and ANSI/TPI 1. RATING BASED ON GREEN LUMBER VALUES. Platigags�mpeNc ' ANSI/TPI - 1995 THIS DESIGTi IS THE CO3,MITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" RANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FDR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY 6%ERS) . Ma use ad uate staples for gable blocks. BUILDING DESS CHER MUST VERIFY CABI,E LOADS! (+1 gable bracing re9uired 0 58" intervals, i exposed to wind load applied to face. See "General Cable Details', CD02065035. This truss is designed using the CBC -01 Code. Bldg Enclosed . Yes, Importance Factor - 1.00 Truss Location = Not End Zone Hurricane/Ocean Line - No Exp_Category - C Bldg Length - 24.00 ft Bldg Wii dth = 39.Oo ft Mean root heigght 13. �7 ft, rtph - 75 CBC Standard Occupanccyy Dead Load . 10.2 psf ----------LOAD CASE #1'DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 66.00 - 2- 0- 0 66.00 0- 0- 0 0.48 TC Vert 50.00 0- 0- 0 50.00 7- 0- 0 0.64 TC Vert 25.00 7- 0- 0 25.00 17- 0- 0 0.64 TC Vert 50.00 17- 0- 0 SO.00 24- 0- 0 0.64 TC Vert 66.00 24- 0- 0 66.00 26- 0- 0 0.48 BC Vert 34.83 0- 0- 0 34.83 24- 0- 0 0.00 2-8-0 �f- � f 1" I N /200/200 1 2 3 4 5 6 7 8910 11213 14 15 16 17 18 10 6.00 5 18"116# -6.00 7-3-15 SHIP x 0-4-1 i2 12_0.01 24-0-0 20 21fff-25-26-2128920914 3Q 4 5 6Q37c 22-8��Y 2.8.0 N N TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT BUTTE. k�jp E APpR .r Thur ywal i3tes�ar>d �alsee fraeme0 �aies are s s rtas s Iho�Bvr��e Shif�gjbQe s est a�v�d �� rt= with grtrucii al lataleiss of'st ' le . d/4 5/23/2006 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design Is for an Individual building component not buss system It has been based on spectfxaeons provided by the component manufacturer WO: Dri ve_T_0720506_L00005 100001 ® end done In accordance with the cumem Versions of TR and AFPA design standards No responsibility is assumed for dimensional accuracy. Dimensions D sn r MA 9 #LC = 16 WT: 199#t ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer maascertain that the roads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 HOMEl�/OOD atilbuxt on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise R ® TRUSS noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle. Iratati TC Snow TC Dead 0.00 psf 9.00 psf P SnowDu r L=1.15 P=1.15 Re Mbr Bnd /Com /Tens P P 4445 Northpark and brace this lass In accordance with the following standarft Volyd and Cutting Detail Report available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 AV-WoodTruSSCouncilofAricaStandamoesignResponsibilities.'eulLDINccCMPONENrSAFErYINFCRMATlCNr- 'ANS�'wI1'•rc me BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1.03) and'BCSI SUMMARY SHEETS by WMA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onof to OrM. Madison, TRUSPLUS 6.0 VER: T6.5.2 Wsconsin53719. The American Forest and Paper Association (AFPA) Is located at I i I I 191h Street, NW, Ste 800, Washington, DC 2DO36. Bldg Code: CBC -01 DEFL RATIO• L/240 TC: L/24 Job Name: WOODWORTH ADDITION Truss ID: AG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL #1 • SC 2x4 DFL #1 Platingg�sppeec ' ANSI//TPTpI - 1995 THIS DESIGN IS THE baubs iE RESULT OF This truss is designed using the. CBC -01 Code. BL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Irortance Factor . 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. - Loaded for 10 PSF non -concurrent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANCER NAILS FOR Trus¢ Location - Not End Zone Hurricane/Ocean Line - No Ex Category . C ft dth ft Ma use ad uate staapples for gable blocks. BUILDING DES GNER MUST VERIFY CABLE LOADS! 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" BN NAILS ARE USED THE Bldg Length 24.00 61dg - 39.00 Mean roof height - 13. �7 ft, nph - 75 [+l gable bracing required 0 58" intervals, HANGERS MUST BE RE-EVALUATED CBY 65ERS). BC Standard Occupancy, Dead Load - 10.2 psf i e�cposed to wind load applied to face. See "General Cable Details', C002065035. PLATING BASED ON BEEN LUMBER VALUES. Li veDu r L=1.2 5 P=1.25 2.8���Ncli � 12-0-0 12-0-0 1 2 3 4 5 6 7 89'10 11213 14 15 16 17 18 19 6.00 -6.00 34 7-3-15 SHIP 2 0-4-1 24-0-0 FSI X20 213 4 5 6428 ; 2g001 3Q 4 5 68377 4 2.6.0 28_, �°'��N N TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT 6a, " ^ ia. CiUrce i r els�a�falsef ame a�tesarep0 Horledas,60rP�e Shift �estud es toa0v?idldvOer d� withs�trudi al �ef �"sr°tap 5/23/2006 A R / GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an Individual building component not crus system H has been based on specifications provided by the component manufacturer WO: Dri ve_T_0720506_L00005-300001 ® end done In accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional aoa,raty. Dimensions Dsgn r : MA #LC = 16 WT • 199# ' ere to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.25 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top Chord HOMEI n/OOD Is laterally braced by the roof or Boor sheathing and the bottom chord !s laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shag not be placed in any TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens ® TR USS ment that will use the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install emirenra BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. ..brace this truss In accordance with the following standands:'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSUTPI 11% VACA V- Wood Truss Council ofAmedca Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFCRMA'nO(,r - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Co 1 o Springs, CO 80907 (SCSI 1.03) and SCSI SUMMARY SHEErs by WTCA and TPI. The Truss Plate Institute <rPp is located at 583 O'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA)Islocated at111119th Street. NW, Ste 600,wash,kgton,DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24 Job Name: WOODWORTH ADDITION Truss ID: 12 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 OFL #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 201 3.50" 1.50" BC 2x4 0FL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -67 lb 2 1-11- 0 43 1.50" 1.50" PLATEVALUES PER ICBO RESEARCH REPORT #1607. locations. MULTIPLE LOAD CASES. IF HANGERS INDICATED ON THIS DRAWING, Support 2 -31 lb This is designed 3 1-11- 4 20 1.50" 1.50" Mark all interior paring Install interior su rt(s) before erection. ARE THEY ARE BASED ON 1.5" HANGER NAILS FOR truss using the OB 01 Code. BRG REQUIREMENTS shown are based ONLY Shim bearings (if needed) for req. support. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Inportance Factor - 1.00 on the truss material at each bearing PLATING BASED ON GREEN LUPBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY NAERS). Truss Location - Not End Zone Hurricane/Ocean Line - No Exp,CategorY - C MAX DEFLECTION (span) P L/999 MEM 3-4 (LIVE) LC 1 (BCSI 1-03) and SCSI SUMMARY SHEETS' by 1AIlT:A and TPI. The Truss Plate Ia9ilda (TPI) is located at 583 D'Onofrio Drive, Madison, Bldg Len th - 24.00 ft 81dg th = 39.00 ft f1 L= 0.00" D- 0.00" T= 0.00" Wsconsln53719. The American Forest and Paper Association (AFPA) is located at 1111 1 91h S". NW, Ste 800, Washington, DC2D036. Bldg Code: CBC -01 Mean roo height - 10. ft, rrph 75 CBC Standard Occupancy, Dead Load - 10.2 psf CRITICAL MEMBER COMP- (((( 33 S2(1U60) 55ppFORCES:TC 1-2 20 1. / 18 1.25 0.03 12 -20 11..25)/ O.00I . BC CtT1P.(DUR.)/ TENS.(DUR. CSI 3-4 0(1.253/ 34(1.60 0.02 4-0 0(1.25 / 0(((1.60 0.00 2-02-0-0� 2-0-0 1 2 61 00 2-0-0 1 2-0-0 3 41 2-02-00 2-0-0 1 B2 WA 08 1-3-15 R:43 U:-31 1 • 2-3-13 SHIP B W O8 R10 U: APP WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an individual building component not thus system It has been based on specifications provided by the component manufacturer WO: Dri ve_T_0720506_L00005_100001 ® and done In accordance with the current versions of TF1 and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Ds n r : MA #LC = ' 15 Wi • 12# 9 ane to be vented by the component manufacturer andfor building designer prim to fabrication. The building draignar must ascertain Und me loads TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu L=1.15 P=1.15 HOMEWOOD utilized an this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall Trot be placed In any psf TC Dead 9.00 sf r Rep Mb r Bind / Comp / Tens ® TRUSS environment that will cause the moisture content of the wood to exceed 19% ardfor cause connector plate corrasion. Fabricate, handle, InstallP 'Joint from rruswal BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Or. Colo Springs, CO 80907 and Mace this Huss in accordance with the following standards: and Cutting Detail Repons' available as output software, 'ANSVTPII vVrCA1-WoodTrussCouncilofAmericaStantdardDesignResponsibiTNes.BUILDINGCOMPONENTSAFMINFORkunonr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 (BCSI 1-03) and SCSI SUMMARY SHEETS' by 1AIlT:A and TPI. The Truss Plate Ia9ilda (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wsconsln53719. The American Forest and Paper Association (AFPA) is located at 1111 1 91h S". NW, Ste 800, Washington, DC2D036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: 12A Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingg�sppeec : ANSI/TPI 1995 UPLIFT REACTION(S) 1 0- 1-12 69 3.50" 1.50" 2 1-11- 0 42 1.50" 1.50" 8C 2x4 DFL dl ATE VALUES PER I�0 RESEARCH REPORT tl1607. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -9 lb Support 2 -31 lb 3 1-11- 4 20 1.50" 1.50" Mark all interior bearing locations. Install interior supports) before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the CI O1 Code. Importance Factor 1.00 BRG REQUIREMENTS si10Wr1 are based ONLY bearing Shim bearings (if needed) for req. support. PLATING BASED ON GREEN LUMBER VALUES. - 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLV GIRDERS. IF 2.5" GUN NAILS ARE USED THE Bldg Enclosed =Yes, Truss Location - Not End Zone On the truss material at each MAX DEFLECTION (s an) p 16.00 psf 0.00 HANGERS MUST BE RE-EVALUATED (BY WERS). Hurricane/Ocean Line - No Ex Category C �fidth L/999 MEM 3-4 (LIVE) LC 1 noted. Bracing shown Is for lateral support of components members only to reduce bucidi g length. This component shag not be placed in any Bldg Len th - 24.00 ft Bldg = 39 00 ft Mean height 10.f1 ft, 75 L= 0.00' D= 0.00" T= 0.00" r Com Rep Mbr Bnd /Comp /Tens ® TRUSS roo - mph - CBC Standard Occupancy, Dead Load - 10.2 psf CRITICAL MEMBER FORCES: 0.00 psf P 1.15 / / 1.00 4445 Northpark Dr. TC elriP. OUR. / 1"NOUR GSI BC Dead 8.00 psf O.C.Spacing 2- 0- 0 1-2 -20 1.60 / 1B 1.25 0.03 ANSUTPI 1'. VVrrA V- Wood Truss Council of Design Responsibilifles, - 2-0 -1((1.25))/ 2((1.60)3 0.00 TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and 13CSI SUMMARY SHEETS' by WrCA and TPI. The Truss Rate Institute (TPI) Is located at 583 D'Onofrlo Ddw, Madison, %Msoonsln 53719. The American Forest and Paper Association (AFPA) is located at 1111 1Bun Six"t NW. Ste MO. Washington, DC 20036. Bldg Code: �PU(O1UR. TEhlh(OOURI.0 DEFL RATIO: L/240 TC: L/18 384 0 02 4-0 0((0.90 / 0(1.60 0.00 2-0-0 2-0-0 1 2 6� B1 2-0-0 W..30d 3 4 R:69 2-0-0 U:-9 2-0-0 B2 W:108 /.- r ✓ 3 t 3 v v 1-3-15 U'43 B3 WA OB R:20 U: C r I e ar>d �Is�e ware s s ae its ihaBvr�atSbV. Sh �g Pe stud ales toVVTM adv d �bv�er�dr wish sew 0-1 tat IS ori le . C7Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an Individual wilding cerrponent not truss system it has been based on specifications pro Aded by the component manufacturer WO: Dri ve_T_0720506_L00005_300001 ® and done In accordance with the current versions of TPI and AFPA design standards, No responsibility Is aswmed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 15 WT: 8# are to be verified by the component manufacturer and/or building designer prior to fabrication. The wilding designer must ascertain that the loads TC Live 16.00 psf 0.00 Li veDu r L=1.25 P=1.25 SnowDU L=1.15 P=1.15 f A /OOD HOMEYY wlbmd on this design meet or exceed the loading Imposed by the local wilding code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce bucidi g length. This component shag not be placed in any TC Snow TC Dead psf 9.00 psf r Com Rep Mbr Bnd /Comp /Tens ® TRUSS emMommem Uel wdl cause the rho stun content of the wood to exceed 19%andfor cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf P 1.15 / / 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standards: taint and swing Wall Reports available as output from Tn,swai software, Arnerica Standard WILDING COMPONENT SAFETY INFORMATION BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 ANSUTPI 1'. VVrrA V- Wood Truss Council of Design Responsibilifles, - TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and 13CSI SUMMARY SHEETS' by WrCA and TPI. The Truss Rate Institute (TPI) Is located at 583 D'Onofrlo Ddw, Madison, %Msoonsln 53719. The American Forest and Paper Association (AFPA) is located at 1111 1Bun Six"t NW. Ste MO. Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: 14 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingg sppeec : ANSI/TPI - 1995 - UPLIFT REACTION(S) ' Support 1 -68 lb 1 0- 1-12 231 3.50" 1.50" 2 3-11- 0 80 1.50" 1. 50': BC 2.4 DFL #1 ATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 2 -61 lb 3 1-11- 4 52 1.50" 1.50' Mark all interior bear' locations. Install interior s��u�ppppoort�s) before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BlSED ON 1.5" HANGER NAILS FOR Support 3 -26 lb This truss is designed using the BRG REQUIREMENTS shown are based ONLY PLATING BASED ON mi U1.IER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. on the truss material at each bearing / 1.00 / 1.00 GIRDERS. IF 2.5" GUN NAILS ARE USED THE WERS). Bldg Enclosgd . Yes Importance Factor - 1.00 Truss Location . Not End Zone MAX DEFLECTION (5 an) L/999 MEM 3-4 ( IVE) LC 1 Dead HANGERS MUST BE RE-EVALUATED (BY Hurricane/Ocean Line - No Category C Bldg Len th - 24.00 ft Bldg 4lidth - 39.00 ft L= 0.00" D= 0.00" T= 0.00" 2- 0- 0 Colo Springs, CO 80907 Mean Poo + height - 10.}1 ft, mph - 75 CRITICAL MEMBER FORCES: (((( ))) ��1CD1U.25)/ Th CBC Standard Occupancy, Dead Load - 10.2 psf " 1-2 42 1.25 / 34 1.25 0.11 1-2 (SCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Trus Plate Institute (TPI) is located at 583 D'Orwf io Drive, Madison, 2(D1U.60) O.00I BC COMP. DUR.)/ TENS. WR.) CSI TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 59719. The Arnedcan Forest and Paper Association (AFPA) is located at 1111 1911th SbeeL NW. Ste 800. Vftshinglon. DC 2DO36. 3-4 0(1.603/ 74(1.603 0.10 Code: CBC -01 4-0 . 0(1.25 / 0 1.2S 0.00 L/240 TC: L/18 ' 2-02-00 2-0-0 1 2 6r DO r-� 82WAOB LIP (S % ph U:-61 24 111 33 SHIP &Ma�J7tti1 61 B3 1 W:308 W:108 R:231 R:52 U:-68 U:-26 2-0-0 -- 1-11-12 2-0-0 3 4 2-0-0� 2-0-0 rc�Dl�arxP�asese fram200 antes armee o�'oneas gsho+evr�aal�bve ® HOMEWOOD WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an indi hdual building component not thus system H has been based on specifications podded by the component manufacturer and done In accordance with the cement Versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. dimensions ate to be Verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the roads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the row or Boor sheathing and the bottom mond is laterally braced by a rigid sheathing material directly attached, unless otherwise Cust: BOB WOODWORTH WO: Dri ve_T_0720506_L00005-)00001 Dsgn r : MA #LC = 17 Wf : 16# TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowOu L=1.15 P=1.15 noted. Bracing shown is for lateral support of cenponents members only to reduce buckling length. This component shall not be Placed In any TC Dead 9.00 psf psf r Rep Mb r Bind /Comp /Tens TRUSS environment that wtl cause the moisture oDmem or the wood to exceed 19% andror mase donneaor plate corrosion. Febricate, handle, Install 'Joint BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this truss In accordance with the following standards: and cutting Detail Report' available as output nom TruswW software. 'ANSVTpI 13UILDI?r- COMPONENT SAFETY INFORMATION BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 Colo Springs, CO 80907 1% VJCA V- VVlood Truss Council of America Standard Design Responsibilities, - (SCSI 1-03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Trus Plate Institute (TPI) is located at 583 D'Orwf io Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 59719. The Arnedcan Forest and Paper Association (AFPA) is located at 1111 1911th SbeeL NW. Ste 800. Vftshinglon. DC 2DO36. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: 14A Qty: 1 BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 Plating sppeec : ANSI/TPI - 1995 UPLIFT REACrION(S) 1 0- 1-12 99 3. 50�� 1.50�� BC 2x4 DFL #1 ZTE VALUES PER IBO RESEARCH REPORT #1607. THIS DESIl7M IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -10 lb support 2 -61 lb 2 3-11- 0 80 1.50:: 1.50:: 3 1-11- 4 52 1.50�� 1.50�� Mark all interior bearingy locations. Install interior before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR Support .3 -26 lb This truss is designed using the BRG REQUIREMENTS shown are based ONLY &s� Eprportts) PLATING BASED ON OiEEN LUUMMBBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. on the truss material at each bearing TC TC GIRDERS. IF 2.5" GUN NAILS ARE USED THE RANGERS MUST BE RE-EVALUATED (BY 65ERS). Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location . Not End Zone MAX DEFLECTION (span) li veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 HOMEWOOD Hurricane/Ocean Line - No Catego C ryd9.00 L/999 MEM 3-4 (LIVE) LC 1 noted. Bracing shown Is for lateral support of components members only to reduce bucidi g length. This component shall not be placed In any TC Bldg Length - 24.00 ft Bldg Width - ft L= 0.00' D= 0.00" T= 0.00" psf psf Rep Mb r Brill Mean root height - 10. f1 ft, mph - 75 BC Standard Occupancy, Dead Load - 10.2 psf CRITICAL MEMB(ER FORCES: [[(( COKP i25)/ emAronmem that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install •,lam BC Live 1-2 -42 1.25 / 34 1.25 0.11 psf 1.15 / 1.00 / 1.00 RTC 2(1D O.00I and brace sus cuss In accordance with the following standards: and Cutting Detail Reports' available as output from Tr uwal software, •ANSIRPII• SAFETY INFORMATION BC Dead BC COMP. / TENS. WR. CSI psf O.C.Spacing - 1.6 4-0 1.25 70 0.90 0.00 WTrA V- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT - 0 % _ 5 2- D 4-1 22 -ate 2-0-0 1 2 6� t3l 1:5s W:308 W:108 11:99 12 U:-10 2-0-0 3 41 2-0-0 2-0-0 B2 W:108 R:80 U:-61 12-3.15 SHIP 14-1 1 1 - •-r' rn pp!a j;,; bfj� z,t In WARNINGRead ail notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH. This design Is for an Individual building component not thus system It has been based on specifications provided by the component manufacturer W0: Dri ve_T_0720506_L00005-)00001 ® and done N accordance with the anent versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 17 Wr: 12# are to be verified "a component manufacturer and/or building designer prior to fabrication. The buBdhg designer mist ascertain that the loads TC TC Live Snow 16.00 0.00 psf li veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 HOMEWOOD ubllmd on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce bucidi g length. This component shall not be placed In any TC Dead 9.00 psf psf Rep Mb r Brill / Comp / Tens ®TRUSS emAronmem that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install •,lam BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace sus cuss In accordance with the following standards: and Cutting Detail Reports' available as output from Tr uwal software, •ANSIRPII• SAFETY INFORMATION BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 WTrA V- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT - (BCSI 1-03) and SCSI SUMMARY SHEETS by WfCA and TPI. The Truss Rate Institute (TPC Is located an 583 OOnofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Wmconsln 53719. The American Forest and Paper Association (AFPA) is located at 1111 191h Street, NW, Ste Boo, VVashington. DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 2-0-0 2-0-0 1 2 6.00 2-0-0 3-11-12 2-0-0 3 4' 2-0-0 2-0-0 B2 W:108 R:117 U:-90 4-3-13 SHIP 1AI-1 1 ti ,� y�. li y r; Lur r \01,� J l't� ��a�` a (� e�aT S^�wDn g�,1 'al�bP� s')� a,es 20 d�a� wclung � ` le . Job Name: WOODWORTH ADDITION Truss ID: 16 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating sec : ANSI PI 1995 THE ITE RESULT OF UPLIFT REACTION(S) Support 1 -48 lb 1 0- 1-12 234 3.50" 1.50" 2 5-11- 0 234 1. SO" 1.50 2x4 DFL #1 RATE VALUES PER ICBO RESEARCH REPORT #1607. THIS DESI IS MULTIPLE LOAD CASES. DRAWING, Support 2 -90 lb Support 3 -76 lb 3 1-11- 4 112 1.S0" 1.50" Mark all interior bearing locations. Install interior support(s) before erection. IF HANGERS ARE INDICATED ON THIS THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing PLATING BASED ON GREEN L ER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE CBC -01 Code. Bldg Enclosed - Yes Importance Factor - 1.00 MAX DEFLECTION (span) HOMEWOOD HANGERS MUST BE RE-EVALUATED (BY OTAERS). Hurri caneaOcean Lfibne Endd.zone Catego - C ry19.00 ft 24.00 ft 81dg Width L/999 MEM 3-4 (LIVE) LC 1 L- 0.00' D= 0.00" T= -0.01" SnowDu r L=1.15 P=1.15 Bldg Length . m Mean root height - 10.}1 ft, mph. m 75 CRITICAL MEMBER FORCES: 9.00 psf Rep Mb r Bnd /Comp /Tens CBC Standard Occupancy, Dead Load 10.2 psf (( )) - 0.00 psf 1.15 / 1.00 / 1.00 1-2lk 70 1.25 / 51 1.25 0.24 1 2 B25 0.00I and brace this buss in accordance with the (oflowing standards:'Joint and CuAirg Detail Reports' available as output from Truswal software, 'ANSUTP11' BC Dead 8.00 psf -70 11 2(1.60) Colo Springs, CO 80907 WrCAV-WodTnuscoundhofAmedcaStandardDesignResponsibilities,euB�IN000MPONENTSAFE YINFOPMAnOrT- U BC 1.(DURTll(DR.33 SIC oo Drive, Madison, (BCSi 1.03) and Bcsl SUMMARY SIiFETS' M VVTOA and M. The Truss Peale Institute fent) Is located at 583 vrroM 26 TRUSPLUS 6.0 VER: T6.5.2 13/ 4-0 0.25 01.60 0.00 Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 2-0-0 2-0-0 1 2 6.00 2-0-0 3-11-12 2-0-0 3 4' 2-0-0 2-0-0 B2 W:108 R:117 U:-90 4-3-13 SHIP 1AI-1 1 ti ,� y�. li y r; Lur r \01,� J l't� ��a�` a (� e�aT S^�wDn g�,1 'al�bP� s')� a,es 20 d�a� wclung � ` le . 51 -13/ 1W ti RN GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: 608 WOODWORTH This design is for an individual building component trot truss system it has been eased on specifications provided by the component manufacturer WO: Dri ve_T_0720506_L00005_300001 ® and done in acoordarum with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r - MA ' #LC = 17 WT: 20# are to be verified by the co ponerd manufacturer and/or building designer prior to fabrication. The building designer nest ascertain that the bads TC Live 16.00 psf Li veDu r L=1.2 5 P=1.2 5 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top cnord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, untess otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 Wed.Bracing shown Is for lateral support of components members only to reduce budding length. This component shall not be placed in any TC Dead 9.00 psf Rep Mb r Bnd /Comp /Tens ® TRUSS environment that w8 cause the moisture content of me wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this buss in accordance with the (oflowing standards:'Joint and CuAirg Detail Reports' available as output from Truswal software, 'ANSUTP11' BC Dead 8.00 psf D.C.Spacing 2- 0- 0 Colo Springs, CO 80907 WrCAV-WodTnuscoundhofAmedcaStandardDesignResponsibilities,euB�IN000MPONENTSAFE YINFOPMAnOrT- oo Drive, Madison, (BCSi 1.03) and Bcsl SUMMARY SIiFETS' M VVTOA and M. The Truss Peale Institute fent) Is located at 583 vrroM TRUSPLUS 6.0 VER: T6.5.2 VNSconsin53719. The American Forest and Paper Assodation (AFPA) is located at 1111 1 gin Street. NW. Ste 800. V%lashington. DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: 16A Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL 91 Platingy sppeec : ANSI/TPI - 1995 TRIS DESION IS THE MMPOSITE RESULT OF UPLIFT REACTION(S) Support 2 -90 lb 1 0- 1-12 102 3.50" 1.50" 2 5-11- 0 117 1. 50': 1.50 BC 2x4 DFL 91 PLATE VALUES PER ICBO RESEARCH REPORT 911507. MULTIPLE LOAD CASES. Support 3 -76 lb This truss is designed using the 3 1-11- 4 112 1. 50'� 1.50" Mark all interior bearin locations. Install interior before erection. IF HANGERS ARE INDICATED ON THIS ORAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR CBC -01 Code. BRG REQUIREMENTS shown are based ONLY gs fgrtW PLATING BASED ON GREEN LWBER VALUES. 1 -PLY AND 3" RANGER NAILS FOR MULTI -PLY Bldg Enclosed - Yes, Importance Factor - 1.00 on the truss material at each bearing MAX DEFLECTION (span) GIRDERS. IF 2.5" GUN NAILS ARE USED THE HUNGERS MUST BE RE-EVALUATED (BY &ITERS). Truss Location - Not End Zone HurricBldeneg[hcean Line - No � rY L/999 MEM 3-4 (LIVE) LC 1 TRUSPLUS 6.0 VER: T6.5.2 , dg Widtfte90 39 00 ft height 10.51 ft, - 75 L= 0.00" D= 0.00" T= -0.01" DEFL RATIO: L/240 TC: L/18 Mean roof - mph CBC Standard Occupancy, Dead Load - 10.2 psf CRITICAL MEMBER FORCES: TC CIX�.(WR.)/ TEtb.(DUR.) CSI 1-2 -70(11.25))/ 51((1.253 0.24 2-0 -1 1.25 / 2 1.60 0.00 BC '0-. '1 R. )/ TENS. ((1 CSI 3-4 0(1.603/ ll4(1.6O 0.26 6 4-0 0(1.25 / 0((((1.25 0.00 2-0-0 2-0-0 1 2 6� 81 W:308 R:102 U: VV: TU0 R:112 U--763-11-12 200 , 3 4 2-0-0 2-0-0 B2 W:108 R:117 U:-90 3-3-15 SHIP 1 - y 6 Y CO 01 ® HOMEWOOD WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component not truss system It has been based on specifications provided by the component manufacturer and done In eccomanee with the current Versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer nest ascenain that tete roads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or noor sheathing and the bottom word Is laterally braced by a rigid sheathing material directly attached, unless otherwise Cust: BOB WOODWORTH W0: Dri ve_T_0720506_L00005_J 00001 Dsgn r • MA #LC = 17 WT: 16# ' TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 noted. Bracing shown Is for lateral support of components members only to reduce budding length. This component shah not be placed in any psf TC Dead 9.00 psf Rep Mbr Brill / Comp / Tens ®TRUSS environment that wil cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, Install •,wine BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this teas In accordance with the following standards: and cutting Detail Reports' evanable as output from Tnuswal software, ,ANSUTPI1 ,wfcal.-'BUILDING BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 Wood Truss Council of America Standard Design Responsibilities, COMPCNENT SAFE rY INFORMATIO14 - (BCSI 1-03) and 8CS1 SUMMARY SFO=ETS by VVEC:Aend TPI. The Truss Rate Institute (TPp Is located at SBS VCYtofrio /hive, Madison, TRUSPLUS 6.0 VER: T6.5.2 Vftconsin 53719. The American Forest and Paper Association (AFPA) is located at I I I I I ft Street. NW, Ste SM, VVeshington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION BRG X -LOC REAR SIZE REQ'D TC 2x4 DFL #1 1 0- 1-]0 211 3.50" 1.50" 2 1-11- 0 88 1.50 1.50 BPLATE VALUES PERXICBO RES#EARCH REPORT #1607. 3 6-11- 4 45 1.50" 1.50" Mark all interior bearing locations. Install interior supports) before erection. BRG REQUIREMENTS shown are based ONLY Shim bearing (if needed) Por req. support. on the truss material at each bearing PLATING BASED ON GREEN LUhBER VALUES. MAX DEFLECTION (span) : L/999 MEM 3-4 (LIVE) LC 17 time e in aocmdance with mcurrent e curreversions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions L= 0.00" D= -0.04' T= -0.05" CRITICAL MEMBER FORCES: TE138 (((( ��1(1W.25)/ TC Live TC Snow )))) 1-2 15 1.60 / 1.25 0.16 1-2 Li veDu r L=1.25 P=1.25 SnowDu L=1.15 P=1.15 2(1U60) O.00I wilted on this design meet or exceed me loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is latently braced by a rigid sheathing material directly attached, unless otherwise BC CC4P. (WR5)% TS. (DU6R.33 CSI noted. Bracing shown Is for laterad support of components members only to reduce budding Length. This component shall not be placed in any 0 (40 psf 9.00 psf -4 .2 0.00 01 O1: I I ®TRUSS Truss ID: J2 Plating sppeec : ANSI/TPI - 1995 THIS DESIQI IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY HHAANGE�RS MUSTBEREE-EVALUATEN NAILS D ARE SED THE 6%ERS) 7-2-0 7-0-0 2 6.00 2-0-0 7-0-0 3 4 7-07-00 7-0-0 , T3-15 1 2-3-13 B3 WA 08 R:45 U: UPLIFT REACTION(S)62 lb Support 2 -21 1b This truss is designed using the CBC -01 Code. Bldg Enclosed - Yes, Importance Factor a 1.00 Truss Location a Not End Zone o ry BldgiLen the=24.00 ft Bidg Wi dth�o 3 .00 ft Mean root height . 11% ft,mph 75 CBC Standard Occupancy, Dead Load 10.2 psf u -n C04 g � :.d ruSwal Ysterns atesare20 tmlesssrpwn "16'(18 a H" 6, 20 ) p I Joint ails bVerl Structural ales ors le . dcleo ales also frame fates are di as s e. h les es to avoid,& 5/Z3/ZUU6 WA RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH design Is for an individual building corry»nent not truss system 11 has been based on specifications provided by the component manufacturer W0: Dri ve_T_0720506_L00005-100001 ®This time e in aocmdance with mcurrent e curreversions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 17 WT: 21# ane to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live TC Snow 16.00 psf 0.00 Li veDu r L=1.25 P=1.25 SnowDu L=1.15 P=1.15 HOMEWOOD wilted on this design meet or exceed me loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or Boor sheathing and the bottom chord is latently braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for laterad support of components members only to reduce budding Length. This component shall not be placed in any TC Dead psf 9.00 psf r Rep Mbr Bnd / Comp / Tens I I ®TRUSS anent that will cause the moisture content of the wood to emceed 19% and/or cause connector plate certosion. Fabricate, handle, install BC Live 0.00 psf p 1.15 / 1.00 / 1.00 4445 NOrthpa rk Dr. and brace cols truss in accordancewith me follovA g Standards:Joint and Cutting Detail Reports' available as output from Twswal software, � America Standard Design Responsibna;es.eOaolN000MPONENT SAFETY IWORmwnOrr- 'A11'.VOCAV-wooa BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 Truss Council of (BCSI 1-03) and SCSI SUMMARY SHEETS by Wr'CA and TPI. The Truss Rate Institute (TPI) is located at 5B3 D•Onohio Ddw. Madison, TRUSPLUS 6.0 VER: T6.5.2 WLsconsln53719. The American Forest and Paper Association (AFPA) is located at11111eth street, NW, Ste BOO. Washington, DG20036. jB1c1g Code: CBC -01 JDEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: J4 Qty: 2 BRG X -LOC REACT SIZEREQ'D 1 0- 1-12 288 3.50" 1.50" 2 3-11- 0 104 1.50 1.50" 3 6-11- 4 52 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/999 MEM 3-4 (LIVE) LC 17 L= -0.01' D= -0.06" T= -0.07" CRITICAL MEMBER FORCES: (((( 33 1-2 ��1(1�.25)/ 2(1.60) 0.00 1-2 42 1.60 / TEl45 1.25 0.18 BC �AP.(WR.)/ TENS.(WR. CSI 3-4 0(1.603/ 73(1.60 0.1$ 4-0 0(1.25 / 0(0.90 0.00 BCTC 2X4 DFL #1 2X4 VALUES PERXIC80 RESEARCH REPORT 01607. Mark all interior bearing locations. Install intgegrioo(r support))`s before erection. SPILAATINNGGarBASED ONFGREENeLUMBER VALUES. or req. Platingg�sppeec : ANSI 1995 THIS DESI(3d IS THE MMPOSITE RESULT OF MULTIPLE LOAD USES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" OUN WAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY &&ERS). 7-07-00 7-0-0 6.00 2-0-0 i 7-0-0 i 3 7-0-0 7-0-0 Truswal �S�stems��tes�re 20 �a tmless s)1GWn�b „18"(a_) „H' Ct o es ase e o es are oosdt ass ve. I 2-3-15 l 3-3-13 SHIP 133 W:108 R:52 U: UPLIFT REACTION(S): 16 Sup ort 2 -596lb This truss is designed using the CBC -01 Code. BldgEnclosed - Yes, Importance Factor - 1.00 Truss Location - Not End ZonEe� ry Bldgn Lengphc��24.00 ft�Bldg GN dthe90 39.00 ft Mean root height - 11.36 ft, �h - 75 CBC Standard Occupancy, Dead Load - 10.2 psf y�jQ IE:�° tDs�'tiwti� WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: BOB WOODWORTH This design is for an Individual building component not truss system It has been based on specifications pnovided by the component manufacturer W0: Drive -T -0720506 -L00005 -J00001 ® and done in a000mance with the cement versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions Dsgn r : MA #LC = 17 WT: 25# are to be verified by the conponerd manufacturer ancifor building designer prior to fabrication. The building designer ming ascertain that the loads TC Live 16.00 psf TC Snow 0.00 psf Li veDu r L=1.25 P=1.25 SnowDu r L=1.15 P=1.15 HOMEWOOD utilized on this design meet or a meed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom mord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shave is for lateral support of components members only to reduce budding length. This mnVonent shall not be placed in any TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens ® TRUSS ervironmem that will cause the moisture content of the wood to exeed 19% and/or rause connector plate corrosion. Fabricate, handle, install BCLive 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this miss m accordance with the following standards:'Jobnt and Cutting Detail Reports available as output from Tfusval sottware, 'ANS�1%WCAr- Wood rmssCouncil ofAmerica Standard Design Responsibilities. reUB�INGCOMPONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 (BCSI 1.03) and SCSI SUMMARY SF EFTS' by WfCA and TPI. The Tmss Plate Institute (1Pl) is located at 583 D'Onof io Drive. Madison, TRUSPLUS 6.0 VER: T6.5.2 velsconsin53719.TheAmericanForestandPaperAssolation(AFPA)islocatedat11111MStreet,NW.SteSM.Washington,DC20036. 131dg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: J6 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Platingg�sppeec : ANSI/TPI - 1995 UPLIFT REACTION(S) 1 0- 1-12 342 3.50 1.50" BC 2x4 DFL #1 PLATE VALUES PER ICBG RESEARCH REPORT #1607. THIS DESICJ IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -82 lb Support 2 -94 lb 2 5-1.1- 0 137 1.50" 1.50" 3 6-11- 4 64 1.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5• HANGER NAILS FOR This truss is designed using the CBC -01 Code. BRG REQUIREMENTS shown are based ONLY Install interior support(s)) before erection. bearings [(nf for 1 -PLY AND 3" HANGER NAILS � MULTI -PLY GIRDERS. IF 2.5•• GUN NAILS ARE USED THE Bldg Enclosed . Yes, Lnportance Factor - 1.00 Truss Location - Not End Zone on the truss material at each bearing MAX DEFLECTION (s an) p Shim needed) req. support. PLATING BASED ON GREEN LUMBER VALUES. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line - No Category C Bldg Len th - 24.00 ft Bldg Width . 39 00 ft L/999 MEM 3-4 (LIVE) LC 18 DEFL RATIO: L/240 TC: L/18 Mean root height - 11.6 ft, mph 75 L= -0.04" D= -0.08" T= -0.12" _ CBC Standard occupancy, Dead Load - 10.2 psf CRITICAL MEMBER FORCES: TC COMP. (WR.)/ TENS.SWR.) CSI 1-2 -61((1.25))/ 60((1.25)) 0.33 2-0 -1 1.25 / 2 1.60 0.00 BC CCM.(DUR.)/ TENS.(D R. CSI 3-4 0(1.603/ 113(1.60 0.22 4-0 0(0.90 / 0(1.25 0.00 7-0-0 7-0-0 6.00 ✓q 2-0-0 ' t 7-0-0 t 3 4' 7-07-00 7-0-0 Ciuujg. erns esfra�rneO a�teunle cue g �1he Shs>Pe stud ales to a�1 8 r 3-3-15 4-3-13 SHIP 13 O8 R:64 U: ly D aLamb. , [ ® HOMEIn/OOD WAIKN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system H has been based on spectficadons provided by the component manufacturer and done in accordance with the current versrorcs or TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be oedfled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on this design meet or exeed the loading Ir posed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is latemity braced by a rigid sheathing material directly attached, unless otherwise Cust: BOB WOODWORTH W0: Dri ve_T_0720506_L00005_100001 Dsg n r MA #LC = 18 WT' 29# TC Live 16.00 psf TC Snow 0.00 Li veDu r L=1.2 5 P=1.2 5 SnowDu r L=1.15 P=1.15 noted. Smcing shown is for lateral support of components members only to reduce budding length. This component shall not be placed in any psf TC Dead 9.00 psf Comp Rep Mbr Bnd / /Tens Com ®TRUSS ® envlmnment that wi0 cause tae moisture content of the wood to exeed 19% and/or cause connector plate corrasion. Faldcete, handle, Install •Joint BC Live 0.00 psf 1.15 / / 1.00 4445 Northpark Dr. end brace this truss in accordance with the following standams: and amine Detail Reports available as output from Tr uveal software, 'ANSA sNrCA SAFETY INFORMAnota- BC Dead 8.00 psf O. C. Spaci ng 2- 0- 0 Colo Springs, CO 80907 1'• V. VA,cd Taw Council of America Standard Design Responsibili ies. BUILDING con�wONENT TRUSPLUS 6.0 VER: T6.5.2 (BCSI 1-03) and BCS! SUMMARY SHEETS' by WfCA and TPI. The Truss Plate Institute (11pq is located at 683 D'Onofdo Drive, Madison, VAscensin53719.TheAmedcanForest and Paper Association (AFVA)Islocated at111119mStreet. NW, Ste 890,Washington. DC20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 Job Name: WOODWORTH ADDITION Truss ID: M1 Qty: 5 8RG X -LOC REACT SIZE REQ'D 1 0- 1-12 363 3.50" 1.50" TC 2x4 DFL al 2x4 DFL Al Platingg�sppeec • ANSI/TPI - 199S THIS DESIGJ IS THE ITE RESULT OF Required bearing widths and bearing areas ap�1 when truss not supported in A hanger. 2 6- 9-12 1S4 1.50 1.50 LTEVALUESPER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. HANGERS ARE INDICATED ON THIS DRAWING, UPLIFT REACTION($) ' Support 1 -87 lb 3 6-I1- 4 78 1.50" 1.50" Loaded for 10 PSF non -concurrent BCLL. Mark all interior bearing locations. IF THEY ARE BASED ON 1.S" HANGER NAILS FOR Support 2 -109 lb BRG REQUIREMENTS shown are based ONLY Install interior supports) before erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY This truss is designed using the On the truss material at each bearing Shim bearings (if needed) f#or req. support. ON GREEN GIRDERS. IF 2.5" GIN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY WERS). CBC -01 Code. Bldg Enclosed m Yes, Importance Factor - 1.00 BRG HANGER/CLIP NOTE PLATING BASED Lf1l8ER VALUES. Truss Location - Not End Zone 3 LUS26 TRUSPLUS 6.0 VER: T6.5.2 Hurricane/Ocean Line a No tegory - C Width ft Support Connection(s)/Hanger(s) are not designed for horizontal loads. CFF CTIAM N rATAI fir. DEFL RATIO: L/240 TC: L/18 Bldg Length a 24.00 ft Bldg 39.00 Mean roof height - 11.36 ft, = - 75 CBC Standard Occupancy, Dead Load 1(1.2 psf FOR ADDITIONAL INSTALLATION NOTES MAX DEFLECTION (span) : L/999 MEM 3-4 (LIVE) LC 1 L= -0.05' D= -0.09" T= -0.14" CRITICAL MEMBBBtER FORCES:TC ([([ 33 CS 1-2 -71(11..25)/ '2(11.60) O.00I 1-2 74 1.25 / 67 1.25 0.41 BC COMP. 1R. / TENS. OUR. CSI 3-4 0 1.25 / 130 1.60 AN 4-0 0 1.25 / 0 0.90 0.00 7-07-00 7-0-0 +i 2-0-0� 7-0-0 ' 3 4t 7-0-0 7-0-0 B2 W:108 R:154 U:-109 3-9-5 4-9-3 SHIP B Li 626 WA OB R:78 U: c_-, l_:, .'�` l u dun' `� '•�; ® WAHNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturer and done in accordance with the anent versions of TPI and AFPA design standards. iNo responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The Wilding designer must ascertain that the bads utilized on this design meet or o=eed the loading Impeosd by the local Waling code and the particular application. The design assumes that the lop chord Cust: BOB WOODWORTH W0: Drive T_0720506_L00005-)00001 Dsgn r : MA #LC = 16 WT • 30# TC Live 16.00 psf Li veDu r L=1.2 S P=1.2 5 HOMEI MOOD ld laterally braced by the root or Roor sheathing and the bottom cirord b laterally Wand by a rigid sheathing material directly attadied, unless otherwise TC Snow 0.00 psf SnowDu r L=1.1S P=1.15 noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed th any TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. and brace this truss in accordance with the following standardx'Joint and Cutting Detail Reports' mitabte as output from Truswal software, *ANSVTPI IBUILDIWGCOMPONENTSAFETYINFORMATION'- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 1% VVrCA l'- ubod Truss Council of America Standard Design Responsibilities. (BCSI "3) and SCSI SUMMARY SHEETS! by W rCA end TPI. The Truss Plate Institute (TPQ is located at 583 VOnofrio Drive, Madison. TRUSPLUS 6.0 VER: T6.5.2 Wsccutsin 53719. The American Forest and Paper Association (AFPA) is located at I I 11 Ift Streel. NW. Ste 800. Vftshington, DC 20006. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/18 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061350 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/12/2006 APN: 079-200-001-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Site Address: 2606 PHAETON DR ORO License Class : License Number: Map Index: Date: Contractor: Description: CABANA FOR EX MOBILE (936).0 (328) COV OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the (168) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: WOODWORTH ROBERT G & SHARON to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of FAMILY TRUST the Contractor's State License Law (Chapter 9 commencing with Section C/O WOODWORTH SHARON & ROBERT 7000) of Division 3 of the Business and Professions Code) or that he or GLENN TRUS she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 5181 STARGATE LN applicant to a civil penalty of not more than five hundred dollars ($500).): PARADISE, CA 95969-6267 ` I, as owner of the property, ,or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for Applicant: WOODWORTH, ROBERT AND SHARON sale. If however, the building or improvements are sold within one LIVING TRUST year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 5181 STARGATE sale.). PARADISE, CA ❑ 1, as owner of the property, am exclusively contracting with 95969 licensed contractors to construct the project (Sec. 7044, Business 530-872-4450 and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Articllee/�3, tth�/ee j4siness and Professio ode Contractor: Date: Owner:, ` `—' 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 ' License #: is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Architect: Engineer: Carrier: Policy #: 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 Total Square Ft: 1432 S.F. become subject to the workers' compensation laws of California, Valuation: $66,808.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those rovisions. ` 2— Date: Applican WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is herqby issybd under the applicable/provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions o wo r ndicated a ove for which fees have been paid. Name: By: Date: Address: PERMIT EXPIRES ON: ' Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized Writ of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance.of y official form or cument of to C ty. I hereby authorize represeent�i ves of Butte County to/ee ter upon the above mentionedproperty for inspection pur ose / v `'(/ 6 Print Name: / Signatu 7z/q6 b Date: ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND.SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE M (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.netidds 6 "PLEASE PRINT CLEARLY" 0-2) 'I'6 OWNER INFORMATION Last Nam oe) ast Name Address IS j , lAR_q At j!5 City II tate i f b Trp '7 Phone S� Fax E-mail 410 Z✓ Ac 516 e /� CONTRACTOR Namett - W 1 -0 Address City r �,-ir Phone E-mail -- Lic. #A-.�,T. ARCHITECT/ENGINEER --Name-J - — - {: ---b Address 10 c)� CRY Cil GG,o StatePA Trp qS o7 J Phone a _ �/ �o Fax E-mail State License Number APPLICANT INFORMATION Name We Address C l // I f �^A 1 city e7 State Pp'q576YPhoneFax WORKER'S COMPENSATION No E-mail APPLICANT SIGNATURE X For office use only: AP# 0-) q_ Zoning U Flood Zone Cross Street ' /0'rov t SRA WORKER'S COMPENSATION No Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const Subdivision Name Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS Ie-%MF%MhAQ\QI III MIAIR Cn0hACX121AnAnn1Qt.k0Rm+e Anr PERMIT i0 (Q . 15 Jct BP BIN # PROJECT LOCATION AP# 0-) q_ Property Address I Z Cross Street ' /0'rov t WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Sq FT- Living Garage Open ' Cov D Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has -peen done. Filing fees, plan check fees for wok/plancecked-gn��TJJJq"r dent not refundable. t //1,l(D ( U � " Amount: o �� Bldg 01 L SRA Receipt #: Sheriff �SS SMIP Date:Other( T_a_. SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order. to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEG19LEAND IN INIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper) ; ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual; (B) Manage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs intriplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must.be stamped and.wet-signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. i ❑ " 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ " 12. Hazardous Material Form (for Commercial Buildings only). ' Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office j(if required). ❑ . 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). --- ❑-- - -4.--NP-DES-5-0ma------ ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. .= Contractor's license information. (Number, Name Style, Classification). ❑ 7: "' Worker's Compensation Carrier and Policy! Number. ❑�,, _.8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10.- Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. i If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. 1 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew oction on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within•two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILAG PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc . Page 2 of 2 i REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,.CA ,95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: \A M� A� ASSESSOR PARCEL NUMBER V,I (� ' 9-0/1' Proposed Building Use: Oahana__, Permit Technician: Date: I ems required in order to apply for a permit All boxes MUST be checked OR marked NA in ordeW apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ,j) 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of the following items.) b (-P� 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable 0 15. Fire Sprinklers ............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ /4Fees Erosion Control Plan Required........................................................................ p/ as shown on the attached Schedule of Fees Due Sheet .............................. ❑City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the CiWof Biggs ................ California Department of Forestry plan approval 0 paid. Sent ❑ 23. Planning approval for (A) Use: 6K_ (B) Parking: (C) Pa I edk:. ......... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 4aN at. -axt ❑ 25. Fire Marshall Review (commercial projects only). Sent by ...................... X.26. NPDES Form................................................................:............................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Workers Compensation Came and Policy Number .......................................... -0 30. Owner -Builder Verification _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 4. Deed Restriction.......................................................................................... 35. ❑ Legal description, ❑ M.H. Titre, title sea , egistration o M 0 ..................... 36. Other. CS G YY�O ��.. Alw kLVU>�S ❑ • 37. Other. When issued Telephone 7i '�' �� and hold for pickup. I have been informed of the abitems and re uirements for obtaining a building permit. I J. ApplicantWolVI-7 7 Date: �/� O D 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required i 1 Contractor, designer, owner, was advised o the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, w s advised of the abo a da by ❑ phone, 11 mail, ❑ counter, by Date: Plans reviewed by Date: Plans approved by: �' �' -Date: 1b Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division PMENT SERVICES - BUTTE COUNTY DEPARTMENT OF DERIVEOOROVILLE, CA 95965 BUILDING DIVISION 7 COUNTY PHONE (530) 538-7541 FAX 538-2140 www buttecounty.net/dds RECEIPT OF FEES SCHEDULE -RESIDENTIAL Owner WOODWORTH, BOB APN No: 079-200-001 Permit Type: � Subtype: App Date: 6/6/2006 Permit No: BP 06-1350 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA MYes Flood Elevation Review $109.98 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 4 5 6 7 7a 8 9 $1,072.31 $428.92 $643.39 Balance of Building Permit Fee 0 $95.00 = $204.98 $109 98 $523.92 REVIPT DATE TechlAsst FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT Balance of Building Permit Fees (from No. 1 above) SMTP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDEN Applications After 04/15/06 Countv rhircn Urban Area Per SFD,c MF 4249 . 111 31 2422. .� $633.90 "> ')�U t $650.07 $643.39-i,i�,a. $6.68 EI Medio Fire District North Chico Specific Plan SR -1, SR -3, 3R-1/PD 8801.09 7395.04 8486.40 R-1 8897.09 7491.04 8582.40 0 R-2 8390.09 6984.04 8075.4C R-3 7604.09 6198.04 7289.4C Prnrpssino Fee is automatically added to impact fee total 0 $100.00 TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* 10 CHICO STORM DRAINAGE MASTER PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 770 Butte Creek 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek $200.00 11 RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst 777 P I Ditch $8,893 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by P.W 11 THERMALITO DRAINAGE AREA $684 Maximum—L� Per each new living unit on existing lots where full drainage fees have not been paid Ila Temporary Dwelling $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 1 Oroville Union High School 092 —� 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* I IL,/ At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. / Date: v Applicant: Pursuant to Governme t code Section 66020, you are hereby notified those Items followed by an "" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced Bu idi s d r i g which a of you may Receipt rot ee Res dentia) ire a is for a protest are specified in Goverment Code Section 66020(a). BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) ` School District (}� I t � � 1 Building Department No. A. P. Number V �)V L' U U) Jurisdiction: City County Property Owner h O iW k r Property Location/Address Subdivision Lot No. Residential Development Q . 0 Q Sq. Footage J No of Living Mobile Homed do 'Supplemental to (Group. R) Units Installation Conversion Pefrnit # *(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative . Date istrict Identification No. ',-A)700 ® 5 A61k School District certifies that (Street Address) a. (State) (Applicant) X ���...- ' 33 (Phone Number) (Zip Code) has complied with the requirements of Resolution No. 1613--9a by payment of $ N ,C!4 6 1, O� i ng ✓`N square feet. School District Representative Paid by Check # Remarks: M $ ATION $ Date Nodes: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, in campllana with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the IrnposMon of the fees in any court action. N, subsequent to the School Dlabict Representative signing this Butte County Schools Impact Fee Certification Farm, the School DleMet is notified by the appliaMe Local Planning Agency that this project Is being revlerired under On California Emrlronmantai Quality Act (CEGW, this project may be subject to additional school tees to hdty midgets Ns lrrroaat an the school disbWa schools. White (school district), Yellow (building department), Pink (applicant). feerormift (3/05W= PpSTMENT °��U T T� j O o C'0 UN1. N\, Department of Public, Works o � C o u n t y o f B u t t e O O J. Michael Crump, LAND DEVELOPMENT DIVISION O %/ Storm Water Management Program Director 7 County Center Drive Oroville, CA 95965 iOCie�/C wOP�`' )530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase .II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: 04A Project Location and/or Parcel Number: d� 4 / 9 /- 4", -'Ye /I C/ If 7 - By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that- submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: 44 Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [/-] NO [ ]. 2. I HAVE[-/,] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firmto provide the proposed construction:) NAME: / ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPE: DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for.,a building permit has been submitted in your name listing yourself as the bu improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party permit. Building permits are not required to be signed by property owners unless they are personally p work. If your work is being performed by someone other than yourself, you may protect yourself frorr that person applies for the proper permit in his or her name. Contractors are required by law to be -licensed and bonded by the State of California and to ha) from the city or county. They are also required by law to put their license number on all permits for whic If you plan to do your own work, with the exception of various trades that your plan to subcm aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the worl and other costs) is $500 or more for the entire project and such persons are not licens subcontractors, then you may be an employer. o If you are an employer, you must register with the,state and federal government as an employe to several obligations including state and federal income tax withholding, federal social sec compensation insurance, disability insurance costs, and unemployment compensation contribut! o There may be financial risks for you if you do not carry out these obligations, and these risks with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal R if you wish, the U.S. Small Business Administration). For more specific information about y state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are alk work personally or through their own -employees, without a licensed contractor or subcontractor conditions. A frequent practice of unlicensed persons professing to be, contractor is to secure an "ow permit, erroneously implying that the property owner. is providing his or her own labor and material permits are not required to be signed by property owners unless they are performing their own work pei Information about licensed contractors may. be obtained by contacting the Contractors' S automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website a Please complete and return the enclosed owner -builder verification from so that we can confi of these matters. The building„permit will not be=issued.until the`verification is returned. Sincerely, Scott -Rutherford Manager, Building Divi ion der of the property )f record on such a rforming their own possible liability if a business license, they apply. act, you should be icluding materials as contractors or and you are subject -ity taxes, workers' ” especially serious nue Service (and, obligations under ,ed to perform their only under limited er-builder" =Building ersonally. Building nally. ite License Board's www. CSLB:ca gov. i that you are aware NOTE: This Owner -Builder Information is required by Section 19830 of the California Health'and Safety Code. __aHaaau r, ego, a 1. 4$ a w w'n ryry g q C r S 102 le—.;a,�� a 1k P»�4¢Qr OWNER'S CERTIFICATE We, WARREN T, AMBROSE and C—AMBROSE, and HERBERT HILLARD and CLAUDINE HILLARD, a8 owner. of the lends included within CARRIAGE MANOR, as shown within the colored border linea an the annexed map, do hereby certify that we are the only persona whose consent is necessary to pane clear title to said lands, and nle careen[ to the preparation and recordation of said map as shown within the colored border linea. MONTE VISTA AVENUE, as shown within the colored border M of said map, Ls be offered for dedication and granted in fee for public use. We also offer Por dedication s� do hereby dedicate for specific purposes, the following: (1) Beastudents for light and air over all those portions of land more particularly dose ribed as follows, said portions of land to be kept open and free of buildings: (e) Those stripe of land lying between the front and/or sidelines of lots and the linea shown hereon and designated "BUILDING SETBACK LINE" (B.S.L.). (b) A strip of land five (5) feet in width, within the lots and contiguous to "PARCEL T'. (c) A strip of land five (5) feet in width, within the lots and contiguous to side and rear lot lines. (d) A strip.of land ten (10) feet in width, within the lots and contiguous to the Northerly boundary lines of Lots 1 through 15, and the Easterly boundary lines of Lots 15, 16, 17, 44, 45 and 68 through 71. (e) That strip of land ten (10) feet in width encumbered by existing sewer easement recorded in Book 1521, at page -603, Butte County Official Records, the centerline of which is shown hereon. (2) An easement for public utility purpose., including water, sewer, electric, gas and communication facilities, together with any and all appurtenances appertaining thereto, on, over and under all those portions of land more particularly described as follows: (a) PARCELS A, B, C, D, E, F, G (b) A strip of land Five (5) feet in width, within the lots and contiguous to Parcel F. (e) Those strips of land designated as "PUBLIC UTILITY EASEMENT" (P.U.E.), in the locations and of the widths shown hereon. (d) A strip of land five (5) feet in width, within the lots and contiguous to side and rear lot linea. (3) An easement for drainage pipe. and other drainage ways, together with any and all appurtenances appertaining thereto, on, ever and under ell those portions of land more particularly described ea follows: (a) PARCELS P and G. (b) Those strips of land designated 'DRAINAGE EASEMENT" (D.E.), in the locations and of the widths shown hereon. (4) A non-exclusive easement for vehicular and pedestrian ingress and agrees, and for vehicular parking, on and ever all of PARCELS P and G. Warren T. Ambrose HerbertK la d d4.6 � . /2„j. Charlene Ambrose Claudia. Hillard MID -VALLEY TITLE AND ESCROW COMPANY A CORPORAT ON. �d By '/xfiAC 4/J.Gos�+r'� Title STATE OF CAI.RNLI ) COUNTY OF _ )ee. On this �� ay of r�iG 1978, before me, the undersigned, a Notary Public in end for said State, peceoenlly appeared MM?CU T. O/IGVr03L and f.HkITTLlN£ OMSeRie known to me,to be the persons whose nuun a are subscribed to the certificate hereon and acknowledged to ma that they executed the Witness cry hand and official seal Notary Public OI'FIC7.iLaBAL My Catimlssion Expires TNOM45 d. gHFETNAM µwc.uuwwu +*F cawn nN STATE DP CAE[PllS1NIA ) COIINf4 OP ��J"'��1ETfr'- ) e e . ��y7 ��yy,,,�� On this C 4 day of (2e,49eCia. 1978, before me, the undersigned, a Notary Public in and for said State, personally appearedt�dlfReGPT t//lLA.V4 and &040,2WC #14480 , known to mfF [o be the persona diose names are subscribed to the certificate hereon and acknowledged to me that they executed the came. Witness my hand and official seal. 4� Notary Public Ift(IFPIC11LIMALNy Commission expires THOMAS O. 0NeFR/1Mt . I-An—M •CSW)M SURVEYOR'S CERTIFICATE I, Dan J. Cook, hereby certify that I am a Registered Civil Engineer of the State of California; chat the annexed map of CARRIAGE MANOR correctly represents a survey made under my supervision in 1978; the t the survey is complete as shown; that the monuments shown will be set by 4WeXYAd`Ay,/'I1B and will be ofQth—halloccupy the positions indicated and that ssufficientto enable the survey to be ret3062 AUDITOR'S CERTIFICATE I, W. R. Lawrence, Auditor of the County of Butte, State of California do hereby certify that there are no tax liens against CARRIAGE MANOR as hereon set forth, or unpaid State, County, Municipal, or local taxes, or special easesinomts not yet payable. Texas or assessments which Ve a lien but not yet payable, I estimate to be in the amount of uptunty Auditor COUNTY SURVEYOR'S CERTIFICATE I, Clay Castleberry, Co ntX Surveyor of the County of Butte, State of California, do hereby certify that I have examined the final map of CARRIAGE MANOR and that it is substantially the Same as what appears on the Tentative Map an file and any approved alterations; that all the provisions of the Subdivision Map Act of the State of California and any local ordinances applicable at the time of approval of said Tentative Nap hes been complied with and I an satisfied that the map is technically correct. , ��� Clay Castleberry E. 1 County Surveyor COUNTY CLERK'S CERTIFICATE T I do hereby certify that on the �Z day of O 4 / • 1978 the Butte County Board of Supervisors officially approved the Subdivision Map of CARRIAGE MANOR. The receipt of e.a�.tieyfactory security in the Auditor's estimated amount of $�a1 to insure payment of taxes which are a lien but not yet payable was acknowledged. Monte Vista Avenue an shorn within the colored borderlines m the annexed map end offered for dedication And granted in fee for public use, together with those rights of way and essaments described in (1) through (5) of the OwneP.'a Certificate hereon and offered For dedication to the public, wore -accepted on behalf of the public. County C ark +•,ter/t>.,`:�ty' a• � y1:y RECORDER'S CERTIFICATE Recorded in the office of the Recorder of Butte County, State of California, at the request of 222-4�izze G. this = day of—I 8, at 11 minutes pant 3 o cloak ...,yin Map Book A6 at pages Recorder Number Aog_Y7 Loulee Rluender County Recorder STATE OF C IF IA)a, COUNTY OF On Mis 3St..7 of _, I., before me �t�e unEvsl nesdKa N.I.f Pu c In anCd to I State, Msaonoil woo` ed a�a It— to ma to be the ` A-- `1YHwat-.tiLh�' b of the xawotion that executed the Certificate hereon and also known to me to be the person who executed II on behalf of such Corporation and acknowledged to me Choi such Cmpor Ilan executed the some. Witness my hand and officiol seal . ���- t:aNY Ny Com aalo E es aY lD. 9M WHa aT. a, ,Wl D/V/BION NO. �sr CARRIAGE MANOR A PLANN&o UN/T QEvamwENT A SUBDIVISION OF THE PARCEL SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDE0 IN BOOK 64, OF MAPS, AT PAGE 76 , ° BUTTE COUNTY OFFICIAL RECORDS, A PORTION OF rw NORTH £AST AJARTER OF SECT, 28, TI9N,, R.4E., M. D. M„ BUTTE COUNTY, CALIFORNIA. OWNER 8 W89 WARREN T. AMBROSE 3295 FOOMIL L BLVD. OROV/LLE, CALIF coo) �oclATes Sheol / of 2 Sheets Butte County Department of Development Services PLANNING DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING February 10, 2006 Sharon & Robert Woodworth 5181 Stargate Lane Paradise, CA 95969 Re: Abandonment, ABAN 06-02,'AP: 079-200-001 Dear Sharon and Robert Woodworth: At the regular meeting of the Butte County Planning Commission held February 9, 2006, your request to abandon a public utility easement, on property zoned, PUD, (Planned Unit Development), was found in conformity with the Butte County General Plan. Should you have any questions regarding this matter, please contact Carl Durling at 538-7150 between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, %Genedict " Commission Clerk Cc: Mike Mays, Public Works V I BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT - FEBRUARY 9, 2006 Applicant: Robert Woodworth Location: On the north side of Phaeton Drive, approximately 900 feet west of Coach Drive, .2606 Phaeton Drive, in Oroville. File #: ABAN 06-02 Parcel Size: 0.15 acres Request: Abandonment of a 207foot Supervisor Public Utility Easement on District: the west side of Lot 1 kof Carriage Manor Subdivision (66 M 48). I G.P.: Low Density Residential Planner: Zoning: PUD (Planned Unit Attachments: Development) 1 Carl Durling, Associate Planner A: General Plan/Zoning Map Zone Date: February 6, 1987 B: Applicant letter withdrawing request to abandon light and air easement portion of request. APN: 079-200-001 C: Site Plan I1011111.'/*LY11aIUK1-1%V The project would allow the abandonment of a PG&E Public Utility Easement encumbering the west 20 feet of Lot 1 of Carriage Manor Subdivision (66 M 48). State law requires that the Planning Commission find that an abandonment such as that proposed will not be in conflict with a General Plan. Staff has analyzed this abandonment request and recommends that the Planning Commission recommend approval to the Board of Supervisors. PROJECT DESCRIPTION: • This easement was created on October 26, 1978, as .part of the Carriage Manor Subdivision .(Book 66 of Maps, Pages 48-49) for public utility. purposes. • The easement is 20 feet wide and approximately 80 feet long and follows the project site's west property line. The applicant is requesting to abandon the 20 -foot wide easement along the entire west property line of Lot 1. ■ BUTTE COUNTY PLANNING CO1vINIISSION AGENDA REPORT ■ ■ February 9, 2006 ■ Woodworth ABAN 06-02 ■ Page 1 of 3 ■ • A letter was received from the Pacific Gas and Electric, as well as all other affected agencies, stating that they have no objection to the abandonment of the 20 -foot utility easement. ANALYSIS: • According to California Government Code Section 65402, the abandonment of property must be in conformance with'the General Plan. • The request is consistent with the Butte County General Plan because it does not conflict with any adopted or proposed element of the General Plan. • Butte County Public Works Department reviewed the proposed changes and had no comment. • Applicant submitted a letter withdrawing the portion of the request that would abandon the light and air easement along the north property line. (See site plan and letter). ENVIRONMENTAL REVIEW: This project has been determined to be categorically exempt from the requirements of the California Environmental Quality Act under Section 15305 (Minor Alterations in Land Use Limitations). This exemption consists of minor alterations in land use limitations in areas with an average slope of less than 20%, which do not result in any changes in land use or density. ACTIONS FOR CONSIDERATION Staff recommends that the Planning Commission take the following actions: I. Find that this project is exempt from the provisions of the California Environmental Quality Act under Section 15305. The payment of fees pursuant to Fish and Game Code Section 711.4 and 14 CCR 753.5 is not required. H. Report to the Board of Supervisors on the General Plan consistency of the request by Sharon and Robert Woodworth to abandon the 20 -foot public utility easement encumbering the west 20 feet of Lot 1, of Carriage Manor Subdivision (Book 66 of Maps, Pages 48-49). A. The proposed abandonment does not conflict with any goal or - policy of the Butte County General Plan. B. The abandonment of the easement will not have an impact because 'the easement is not needed for public utility purposes. K:\Planning\PROJECTS\ABAMWOODWORTH 06-02Wgenda Report Woodworth ABAN 06-02.doc ■ BUTTE COUNTY PLANNING CONMSSION AGENDA REPORT o ■ February 24, 2005 ■ Starr ABAN 05-01 ■ Page 2 of 3 ■ 4 EXHIBIT A Abandonment for Sharon and Robert Woodworth, on APN 079-200-001, File # ABAN 06-02: An application for abandonment of a 20 -foot Public Utility Easement on the west. side of Lot 1 of Carriage Manor Subdivision (66 M 48). I. CONDITIONS OF APPROVAL: 1. None ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ n February 24, 2005 ■ Starr ABAN 05-01 ■ Page 3 of 3 ■ ■ Oro 8 ,0-13a 20 ft. P.U.E. to be Vacated r 10 ft. Light and Air Easement to be Vacated 141 ra 175 87.5 0 175 350 525 700 875 1,050 1,225 1,400 1,575 Feet N BUTTE COUNTY PLANNING COMMISSION we Applicant: Robert Woodworth Owner: Same Hearin Date: February 9, 2006 @ 9:00 a.m. I Existing Zone:PUD (Planned Unit Development) Supervisorial Request: Abandonment of a 20 foot Public Utilities Easement on the west side of District ri Lot 1 of Carriage Manor Subdivision. Assessor Parcel No: 079-200-001 File: ABAN 06-02 SACRAMENTO CA. 9S7' 96 7 ar�o� i11110 this ififf11111Jbif,., list MI ,�it,,i,�i,i��,►,�,i1t11�I Stare of oldorn�o Ho ff� Bvs mess Tron tart of ,- and Housing Agency DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT a Division of Codes and Standards{ HCD AIC APPLICATION fOR Alteration ❑ Addition or Conversion ❑ Alternate Approval O Technical Services ❑ Inspection To Obtain Insignia CONTRACTOR/OWNER BUILDER DECLARATIONS Notrequied for Special Purpose Corsrresaol Modular LICENSED C ONTRAC TOR,S.DE C LARATION I hereby affirm vnderpenoHy of perjury that lam licensed under provisions Of Chopter9 (commencing wih Section 7000) of Division 3 of the Business and Professions Code and mylicensa is in fvllforce and effect. License Clan ~ Lic. No. A Exp. Dale Conhaclor Date 2.OVWER-BUILDER DECLARATION I hereby affirm underpenalty of perjury that I am exempt from the Conhoctors License Law for the following reason (Sec. 7031.51, Business and Professions Code: Any city or covin N which requires a permit to construct alter, improve, demolish, orrepdranyslnucture, prior to its issuance, also requires the appicantforsuch permit to fie a signed statement that he or she it lice ruad pusvanl to the provisions of the Contractors License Law (Chapter9 (commenany with Section 7000) of Division 3 of the Business and Professions Code) or chat he or sh a is exempt there from and the basis for the alleged exemption. Any viololon of Section 7031.5 by any applicant for a Permit 'v bjects the applicant to a civil penalty of not more than five hundred dollsa135o01.J: p L as owner of he property, army employees with wages as then hs ir sole corn ens atiowill do the work, and e structure not intended of offered forsale (Sec. 70" Business and Professions Code: The Contractoa Ucense Law does not apply to an owner of property, who builds orimproves thereon, and who does :uch work himself or herself or through his or her own employees provided Thatsvch improvements arenof intended oroffered for sale. IL however, the buikfin g or improvement s sold within one year of comptefion, the ownepbuiderwill have the burden of proving that he or she did not build or improve for the purpose of sale). ( It as owner of heproperfy, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of propertywho builds or improves thereon. and who conhoc6 for Th pro' Is With a contractor(s) licensed pvr-vant to the Conractoss License Law.). I I I am exempt under Sec. B. & P.C. for this reason: Owner Date 3. WORKERS CC MPENSATION DECLARATION I hereby affirm under penalty of periury one of the following declarations: ( II have and wilt montain a certificate of consent to selfinsvre forworkes' compensation as provided for by Section 3700 of the Labor Code, for the performance of thework forwhich this permit is ssved.. I I [have and will main fain workes' comp snsotion insunsnce, m required by Section 3700 of the Labor Code, for the performance of the work forwhich %is permit is issued. My workers compensafon insurance carrier and policy number are: Carrier Policy Number (This section need not be completed if the permil is for one hundred dollar. ($1001 or less). L4Merlrfy that in the performance of the worfu for which lis permits issued, I 'hipin employ any peson in any manner so as to become subject to worked compensation lows of okfornis, and agree Ihaf if I shrxrld become subject to workers' compensa ' n provisions o .Section 3700 of fhe Labor Code, IshaRf hwih ply Rh fiose p visions. /I Applican '" vG�L'� Dat- T WARNING: FAILURE TO SECURE WORKERS MPENSATIONCOVEiAGEIS CO UNLAYWUL• AND SHALL SUBJE CT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES LP TO ONE HUNDRED THOUSAND DOLLARS ($100,000(, IN ADDITION TO THE COST OF COMPENSATION DAMAGESAS PROVICED FOR IN SECTION 3705 OF THE LABOR CODE, INTERE Sr, AND ATTORNEYS FEES, 4. CONSTRUCTION LENDING AGENCY I hereby affirm underpenalty of perjury that thereis a construction lending agency for the performance of the work for which this permit c cued (Sec.3J97, Civ. C.). Lender's Name len dens Address 5. CERTIFICATION I certify [hat I have read this application and state that the above information is correct. I agree to comply with al city and covnly ordinances and stale laws relating to building cormtnuchon, and hereby ou thor¢e representative of this coup to enfervpo Ih bove-mentioned property for, tion pu mess. Sign hureofApplicantorAgent Date HCD415 reused 11/3704 SECTION I - UNIT INFORMATION VWe Are requesting services for the following unifls): (Check AppropriateBod _Y DTN- .µ Manufactured Nome/Mobiehome r❑ MulE-vnitMan vfocivred Home. - FBEt�y i i ❑ Commercial Modvlar(OcevpancyGrovp ❑ Special Purpose Commercial Modular—j— Date Decal orUcenseNo. I AA Na Serial Numberls) RT TO r—,, % RT BY MonvfaclurerName! Q Model Name �1IoA /Imignia/HUD Label Number#) /� Year of Manufacture G SECTION 2 - OWNER/ APPLICANT INFORMAT ION Owner_�27 �' ✓'✓��1�7G�n.�/U/rni�LG�n�"/ Address l�. J / /�✓C '/ / s 7 9 City 2 Counts (/ �` 041-01-111A Zip 6' Location Address C r / / •e [i Applicant �JJn .lJ /n C Address / rl'72 & City 2 /S C v Zip r. qlel Telephone5 Y SECTION 3 - CONTRACTOR, ABCHfFECT OR ENGINEER DIFOZ WTION --o Contractor's Name -- . Addre:- Archilec UEngineer Nairne- o- t Regslranon No.' , Address SECTION 4 • DESCRIPTION OF WORK/ACTIVFTY AND VALUATION Describe the proposed work/activity in detail. Attach additional pages if necessary. Where :hvctvral alterations or additions are proposed complete plans, specificatioru, details, and calculations are required to be attached to this form. Provide the make and model of any appliance to be installed and provide complete elecircal colcvla Sons forany electrical alternations or additions. e 441;A v Tor VOD/' Indicate the Total Cast of the Work to be Perform ed :% 70 SECTION 5 - SIGNATURE AND CERTIFICATION VWeherebymakee��a</p Iicofi ,, oorr�the teMces�designated above. Signa tvf L/" A�VU C!�k/ Date 6 V v "DEPARTMENT USE ONLY APPROVED 140 C O Tree reverse sida) 13 06 ROVE (fee reverse side) jr ,i �7` Signature of D'ufricf Repre:entati-re Dotc DISTRIBUTION: YELLOW -DEPARTMENT VMITE-AREA OFFICE PINK-OWNER/APPLICANT C Bob Wood Worth Owner Bob's Tire Truck , Ti,i-e Sales 5181 Stargate Lane Paradise, Ca: 95969 j. Phone: 1-530-872-4450 Fax:1-530472-4501- ,.-mail btbob@patbAnet We&site:wwjv) geocities. difelagloq 999 • - Y 495 -79P t PERMIT N0 : V f ;' ` PERMIT EXPIRES Warren T. Ambrose _ ,,OWNER ' r CONTR. owner LOCATION (A.P. 8-12-1 ? 2646 Monte Vista Ave., Sp.#I, Oroville . y 1 i K irk , _ wo • ly, t? i rt• �t 0 I{ F t Temp. ower Pole Called PG&E Temp. Elec. Serv. t't PG&E rrCalled Te p. Gas Serv. Called PG&E 1 � 0 E 2— FINALED V r (Dat - (Sign re) e _ 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING—lill,BUILDING (Cont'd) ae acx ewall Soil Piping For Palkpets 1st Floor Ma Bldg. Res om Finish 2nd Floor r--cittings Ste all Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings isonry Walls Relnf. Steel Bond Beam Brown Finish Interior Lath Door Closer MOBILEHOMWIl Water Piping IZW MOBILEHOME INS Water Piping DATE �C2 Q M n' a W Roof She it Roofing Fdn. Vents Garage Vents Insulation Prov. for ph handicaooedy L;ontormance OT ex. structure Final FIRE Footing Throat Final FIRE SPR Final Heating Cooling Ducts Ventilation Final ................. Elec. Service (j Sewer ION -------------- Support Drainage MECHANICAL ZQ 3rd Floor Topout Water Plpint Sewer Fixtures Water Htr. Heaters Appliances Gas Piping Temp. Gas Sanitation Final Rough Fixtures Grd. Fault Pro Service Temp. Pole Underground Permanent Final Elec. Pedestal Gas Piping Elec. Continuity Gas Piping PLUMBING ECTRICAL REMARKS OR CORRECTIONS o -J Q /2. n�E' •� . (NOTE: An entry must be made on this form each time you visit the job site.) J I tk- • � ' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS > 7 County Center Drive — Oroville, California 95965��� Telephone: 534-4541 / APPLICATION AND PERMIT w ,cFI-11IU YGJ VI I IV VUUIIIY VI ..LIV IV GIIICI UJJVII lI1C above-mentioned property for inspection purposes. X !1' NX Date 1— Signature of Permitee or Agent Receipt No. , F` o,Z 7 (e White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abov for which fees have been paid. IRE R OF P ELIC WORKS Date Building permit expires 1 BUILDING Owner l SO. FT. OCC. BUILDING VALUATION Mailing Address ' �! r one Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address <7 v Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each TraD 1,50 Repair drainage or vent piping 1,50 A. P. No. Q� /� _ / . pA (Z� Zoning & Planning Water piping 1,50 .QO Each gas water heater or vent 1.50 /' Fkds �Ov vlrC.fati� Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 0.01) EOA P arking Plans I Parcel Declaration Parcel Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 0.0a �� �� Bldg. PIKRec'd , � Parc;(, p royal � � Plan�pr-Val Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIESJZ OTHER ❑ Permit Fee $ 33 _ $ 3-3 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP LESS 5.00 Single Family Duplex Mobil Home � Others ❑ P ❑ � -L Main service EA, ADDL 100 AMP 2.50 Main service OVER 600V 25,00 100 AMP OR LESS Main servlce EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. � ACCLBLDGSCCUP, 5i. 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9. Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR -OUTLET NON.RESID ` BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS .&, NON-RESID, SINGLE OUTLET CIR. Ex. OCCUD{OUTLETS OR FIXTIIPES 5 L� Ex. Occu / FIXED APPLNS. OR p•\OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $a5— a5—information TOTAL PERMIT FEE w ,cFI-11IU YGJ VI I IV VUUIIIY VI ..LIV IV GIIICI UJJVII lI1C above-mentioned property for inspection purposes. X !1' NX Date 1— Signature of Permitee or Agent Receipt No. , F` o,Z 7 (e White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated abov for which fees have been paid. IRE R OF P ELIC WORKS Date Building permit expires 1 -r' 'COUNTY OF BUTTE - DEPARTMgNT'OF.,PUBLIC WORKS - BUILDING DIVISION r -;�V'. ri,.. _ s �7?6rounty�Center Drive — 0rovilf'e,"`C5lif'orni'a 95965 — Telephone: 53 4 -4 54 1 PERMIT APPLICATION DATA SHEET Permit No. OWNER_ IN AW- 1 25� T i9/''I�'S/QoS 'A.P. No. nuc -/;;?- Proposed Building Use /3✓/ 6L 11 %L, ld ,- Permit fee based upon: Complete Contract Price (✓ DPW Valuation �� Gther (explain) I'? Building Inspector /— At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted........................................................'.......... 2. Plot plans in duplicate/triplicate.................................................. ....... .:.... 3. Complete plans in duplicate/triplicate.......................................:'.......... 4. Complete engineered plans and calcs..................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $ 9. Letter of signature authorization .............�,.,�.H,...•........_.,:,•••.•,••• l' 10. Sanitation approval from AII&Q alth Dept.... 11. Planning approval for ............. 12. Certificate of Workmen's Compensation Insurance 13. Contractors License Information (no., name style, classification) ............................... 1 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow)................................................................................................. 15. Pre -inspection for required. Pre•inspec. request to 16. Other bldg. inspector (date) When you issue the permit, process as follows: Mail to owner Mail to contractor. y Telephone -5-3-3- $'o2V5- and hold for pick-up at gd tAl,t�office. Deliver w/inspection. Other Applicant /` r�>���_ Date Copy of plans sent Health Dept., Fire Dept., Other Date. During t e p an checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. __ 1,6 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other BY Date Plans checked by Date Plans approved by Date OTHER Copy/DPW i.'• COUNTY OF BUTTE — DEPARTMEgT'OF`PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 534-4541 APPLICATION AND PERMIT —a — &U 1UPIU 11— vca UI UIU \,UUIILY UI DULIU LU CIIICI UPUII UIC above-mentioned property for inspection purposes. J X ��/��..0 Date A --,*-7 _7! %ignature of PPeermmiite_e, or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY4544 ,-UEZ A Date 5-a-7- 0 27— Building permit expires Date 3 -Z7 ..Pb a BUILDING Owner 1, may\ f SQ. FT. OCC. BUILDING VALUATION Mailing Address J a I bul v Telephone No. Contractor f L is r-1 c Zte't Mailing Address ( a • . 6 Fireplace Total Valuation Telephone No. Permit Fee • Building Address a,� y , en yt z , -- Plan Checking Fee &/or Penalty Permit Fee S PLUMBING No. @ FEE PERMIT'FILING FEE $3.00 Each Trap 1.50 / }r+r1 ! 4' Repair drainage or vent piping 1.50' A. P. No. Q �^ /,Z " � Z I Planning Water piping 1.50 Each gas water heater or vent 1.50 F tesl FireDept_. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 $1=dg, damr-Rvr4d Parcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ I FEE PERMIT FILING FEE $3.00 �-- Main service 100 AMP OR00V OR SLES S 5.00 Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Main service EA. ADD'L 100 AMP 2.50 Z, S-3 �'vA �J P qq �/ Main service OOEAMP oR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 OR ADDNSNEW T ( ACCLBLDGSLING OCCUP. 4� 20 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name le of: style / 177 Qty S tom.. l F G! C . NEW RES,, MU LTI.OUTL r NON-RESI.CO BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS a NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 �®j Ex. OCCU FIXED APPLNS. OR p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 �.• License No. 2. 'g%, S•7c Classification i�� d Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ a $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I_J I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r -1I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ S —a — &U 1UPIU 11— vca UI UIU \,UUIILY UI DULIU LU CIIICI UPUII UIC above-mentioned property for inspection purposes. J X ��/��..0 Date A --,*-7 _7! %ignature of PPeermmiite_e, or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY4544 ,-UEZ A Date 5-a-7- 0 27— Building permit expires Date 3 -Z7 ..Pb a Telephone 533.2000 North Burbank Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95965 11-80 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BU I LDI NG SEWERS This verification form most be submitted to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. Applicant: Applicant Address: Applicant Phone No.: Property Location (s): A. P. No. (s): Fees Paid: SAMUEL A. & BETTY R. FIELDS 137 Westgate Circle, Santa Rosa, CA 95401 542-8332 2666 Phaeton Drive, Oroville Carriage Manor Lot 1 - Mobile 008=12-0-001-0 700.00 SCOR Facility Ch Connection Application for service approved: 'North Burbank Public Utility District 1 Inspection(s) made and successful test(s) observed: Location: LM - i Date: North Burbank Public Utility District release to close permit: Date: r I PACIFIC GAS AND ELECTRIC COMPANY 530 "E" STREET MARYSVILLE, CALIFORNIA 95901 (9'16) 742-7344 J. L. KIRKEGAARD ` DIVISION MANAGER October 10, 1978 County of Butte Department ofPublic:Works 7 County Center Drive Oroville,,CA• 95965 Gentlemen: This is to inform you that gas and electric facilities are in the area of Carriage Manor Mobile Home P.A.C. on Monte Vista Avenue - . .ti Mr. Warren Ambrose has applied for gas and electric service and it will be installed in accordance with Electric Rule No. 15.1 and Gas -Main Extension Rule No. 15. Sincerely, . J. B. Pappa New Building Representative iJ? rfp, f + rt g :tib:: 5 _ l 1 '3J ..y �. � - Wd L 8461.T T "100 sNoom 011ond do '"to RUN. dO AANnod` N Warren T. Ambrose 3295 Foothill -Blvd. Oroville, CA. 95965 Dear Mr. Ambrose:. c January 4, 1979 RE: Carriage Manor Mobile - home Condominium (AP 8-12.1 thru 82) With reference to the above subject and my discussion with you on December 260 1978, mobilehome utilities permits are required for each lot in this development. In addi- tion, mobilehome installation permits are required when the mobilehomes are installed. Since this work has already begun, please contact this office within ten (10) days of the date of this letter, present plot plans of each lot in triplicate, apply for the required permits, and pay the appropriate fees. After the permits have been issued, an inspection must be requested by you and all work must be inspected and approved by this office prior to utility service and prior to the mobilehome'installations. Before our permit issuance, each sewage.disposal system must be approved by the Butte, County Health Department or if severed by a district, we must have their approval on each lot. Should you have any questions concerning this, please contact me. Yours very truly, Clay Castleberry Director of Public Works J.F. Glander JFG:dd Chief Building Inspector- i lr�zr1 4- / o14-1 I / . ! i` /' . 4 ✓-f i i i v 0 3 i �. 4 . \ / � _ • ' � ' , 9 �_ i r �� f ' 4 ' y _ � � , T / J ... .r � i �. 4 ' _ � �_ r � ' � _ i �. r ' � _ i � ti � � � L n COUNTY OF BUTTE DtPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number ��Jr,�_ ?U for the following location: Owner Owner's Address yA" 74JI42 Z& �L ".�tsc hoc- may . �'f� • `�� %J Mobilehome Mfg. Al'%.��/r J4,�,/� Model L. -/"Ar -2 Year Insignia No. U 41 �1�5—' lgh15/I011, t 2 -Serial NO 60J eft It is hereby certified for occupancy at the above described location and may be occupied. Director of PublicWorks Date 7 Z % By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. •_ - _ _ ter.- �--.- +, � ...- .. - - � � � - .f. _ _ ` � .. -. _ , I r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 `< Telephone: 534-4541 r APPLICATION AND PERMIT authorize representativeslot the (;ounty of butte to enter upon the above-mentioned,prope rty for inspection purposes. -1 , r X AI 1A Date' ��[I $ig'na ur`e,of'Perinitee or'A gent,•., Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D`I/RECTOR-OF /P�U�BLIC WORKS �' By I f�/' he ' r l/,fl(.�/ pate `J Building permit expires Date "�� BUILDING Owner :� f{•����� SQ. FT. OCC. BUILDING VALUATION Mailing Address -7 60LZ -,714;47-7G e' -t 67 trw 0 1 Telephone No. -TAAJ — Att, ?—I Contractor 1' *X.'t. /I4C .9/!: rZ iE t= ,WAAC -I AA If - IIf M a i I i n g A d d re s s jlf� �/y(. 4,17, % eVJ01Jv/I% Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee .2&t1% r1WAF')Z,_4- 40*4 PLUMBING No. @ FEE ' 1�lr�'L1t//itM t'.4 PERMIT FILING FEE $3.00 �. U0 Each Traci 1.50 / Q />t> f Repair drainage or vent piping 1.50 A. P. No. //�.+r �nJ /Zon g & Planning Water piping -1-.50 1,e) L)0 Each gas water heater or vent 1.50 Fees � W:Ce Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets -1.50- /(,,.UPJ EQA Parking I Plans ParcelEach Declaration I Parcel Map 60' R/W Improvements additional outlet .30 Building sewer -5:00• /(J, U v Bldg. Plcn R c'd Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑'.- OTHER ❑ Permit Fee _ P_C_L a 1) 7—Lc-- IJ771-1 77CS ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 _�5 or; Main service 600v OR LESS i7 100 AMP OR LESS 5.00 V Single Family ❑ Duplex ❑ Mobil Home a� Others ❑ Main service EA. ADD•L 100 AMP 2.50 2.�,C� Main service OVER & O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST % ACCLBL GS.CCUP• S) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: t�li/.d /�` J7i13l+/1 N %tlMUC .Q.^T VA515 NEW CONSTR. I MULTI.OUTL T NON.RESID. % BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS .& NON-RESID. SINGLE OUTLET CIR. EX. OCCUD(OUTLETS OR FIXTURES, BAL ,7 w FIXED APLNS Ex. Occup. (OUTLETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. _ 7 Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 15 1-1) $ Z 5 `-IL MECHANICAL NO. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor . Code which requires every employer to be insured against liability for Workmen's Compensation. I have -'placed on file with the County of Butte a certificate of ❑ Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above informationis correct. I agree to comply to all County Ordinances and State Laws relatingi to buildinq construction, and hereby Land Development Fee $ �`�• 0(- Cinformation TOTAL PERMIT FEE$ ti .: Sil; authorize representativeslot the (;ounty of butte to enter upon the above-mentioned,prope rty for inspection purposes. -1 , r X AI 1A Date' ��[I $ig'na ur`e,of'Perinitee or'A gent,•., Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D`I/RECTOR-OF /P�U�BLIC WORKS �' By I f�/' he ' r l/,fl(.�/ pate `J Building permit expires Date "�� A MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1.� Is the mobilehome located wit equired separation from`lot lines and buildings and generally conform to plot plan? Yes No— a 2. Does the mobilehome have required clearances above.ground? (Sec.5085) Yes �Io 3. Are footings and supports properly sized, spaced, and braced as pe pproved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083).Yes No_ 4. Is the mobilehome level? (Sec.' 5088) Yes No - 5. If morehan a single unit, are crossover connections properly installed?'(Sec. 5088) Yes_ 6. Water' A. Is flex' le connector of adequate size_ and properly installed (1/2" ID min.)?.(Sec. 5566) Yes_ No B. Test -.Does water piping withstand working pressure or 50 lbs. air test? Yes .No Backflow - If coach is not State of California approved, does station have backflow device and pr•e'ssure-relief 'valve? Yes— No - 7. Wastes and Drains A. Is connection'made with Schedule 40 DWV and have flex connectors at,each end? Yes_ o B. Does it have minimum 4" per foot slope and is it properly supported? Yes�Io C. Are any leaks detected in drainage system after running 3 -gallons of water through Each fixture including washing machine standpipe? Yes— No_ If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with'an,approved 3/4" minimum mobilehome connector not more than 6 ft.. long? Note: All piping is to be at least as large as the mob ilebme gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OIC as per following procedure? Yes_ o • _ 1, Open all appliance connector valves. 2, Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz•-maximum 8 oz,) calibrated in tenth pound increments. Test for 10 min, without drop. 4> Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes /1,0. 9. Electrical A. Is service large enough'to provide adequate amperage -to mobile�iome (must equal rating o£ mobilehome with•a minimum of 10 amp) and other facilities on lot, i.e., water pumps,, ' garage, cabana, etc.?. Yes !/No_ �^ . i B. Is there proper clearances around panels? Yes o_ i C. Is power supply cord or feeder assembly properly fused? Yes_ o_ D. Is continuity test satisfactory as per the following procedure? Yes o_ 1. De -energize electrical wiring system of the mobilehome at .the pedestal. the supply cord or%feeder assembly conductors, including neutral 2. Make sure that power PP conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on' position. 4. Connect one lead of a test instrument to the mobilehome ground apply the other lead to each mobilehome supply conductor, incl 5. All non-current, carrying metal parts of the mobilehome (alumi water line), including fixtures and appliances, shall be teste such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord•c conductors shall be connected to the site service equipment. E test shall then be made between the grounding electrode and the mobilehome. Upon satisfactory completion of the electrical test .service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle J -Q ./ r Length Width_ Vehicle Serial No. State Identification No, d5-0 Additional Information or Comments: A 9 g conductor and ing neutral. m siding, gas line, for continuity from r feeder ,assembly further continuity chassis of the s, -the lot or site ti. g conductor and ing neutral. m siding, gas line, for continuity from r feeder ,assembly further continuity chassis of the s, -the lot or site COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Y}. D Telephone: 534-4541 APPLICATION AND PERMIT .�_ � P 4Ul1IU(ILC Iepl X 1 the i,ounty Or tsutte to enter upon ine r inspection purposes. Receipt No. "-fl" White-D.P.W. — Yellow -Assessor — ink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D7R��T PUBLIC WORKS y, By Date c; i —v -B*id-�ig permit expires Date �r�� BUILDING Owner S'A� ��/3ij�il SO. FT. OCC. BUILDING VALUATION Mailing Address X45' Q �� /� O I Tele hon No. Contractor L "g% .4 Mailing Address 6///!'. Fireplace Total Valuation Telephon N y Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE t PERMIT FILING FEE $3.003,00 Each TraD 1.50 � i2 ) /t 0��11 LLE Repair drainage or vent piping 1.50 A. P. N0. �� ��.�r Zoning Planning Water piping C9 t7 Each gas water eate or-ueDS1.50 P Sanist t Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets ,00 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet 30 Building sewer rUV Bldg. PI s Recd Parcel A royal Plans Approval Lawn sprinkler system '2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ 3.00 OL %% 77> ELECTRICAL No.1 @ I FEE `:� PERMIT FILING FEE $3.00 L5 0 Main service e00V OR LESS 100 AMP OR LESS 5.00 5,00 Single Family ❑ Duplex ❑ Mobil Home ff;�7 Others ❑ Main service EA. ADD'L 100 AMP 2.50 2,5-0 Main service OVERsoov 25.00 100 AMP OR LESS Main service// EA. ADO'L 100 AMP 1.00 NEW CONS.DWELING OR AODNST l ACCLBLDGS.CCUP. Y) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: . '^ ��yy y� ,&b1w� /� Qw'g- 4",g-mr.,.� NEW CONST- / BRANCHCIR-OUTLET NON•RESID, 1 BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 6 NON.RESID. SINGLE OUTLET CIR. Ex. Occup {OUTLETS OR FIXT11RES) B L01 EX. Occup. ( FIXED APPLNS. OR OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ,OO License No-, U 7/ Classification��D� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 5: S 25 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ced on file with the County of Butte a certificate of �rkmenl�s Compensation Insurance. 1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. , MECHANICAL N0.1 @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 1 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correkt. I agree to comply to all County Ordinances and State Laws re ating1 to building construction, and hereby Land Development Fee $ - QC TOTAL PERMIT FEE $ 3 4Ul1IU(ILC Iepl X 1 the i,ounty Or tsutte to enter upon ine r inspection purposes. Receipt No. "-fl" White-D.P.W. — Yellow -Assessor — ink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D7R��T PUBLIC WORKS y, By Date c; i —v -B*id-�ig permit expires Date �r�� .� COUNT OF BUTTE DEPARTMENT OF PUBLIC WORKS • �' 7 County Center Drive — Oroville, California 95965 • Telephone: 534-4541 APPLICATION AND PERMIT Kure bt geree yr ngy�� �CYU �` J y lvw _ Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Building expires Date BUILDING OwnerSQ. Mailing Address 13,7 LoSsr6alorp- FT. OCC. BUILDING VA0%d<TION i S^A% 0t Telephone No. Contractor Anups A&o it Il -u Mai I i ng Address Fireplace Total Valuation >: Telephone No. Permit Fee Building Address ; .: Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 biVlC/(w Repair drainage or vent piping 1.50 . rWater A. P. NO �"', �' �. Zoninng& Planning piping 1.50 Each gas water heater or vent 1.50 F �� YY!C. Fire Dept. Fire Zone.' Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plan Parcel' Declaration Parcel Ma Improvements R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parcel royal -7 s Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UT.ILITIES ❑ 0JUf R Jit P_ ��L, �j2M, Permit Fee $ $ ELECTRICAL No. @ FEE ' PERMIT FILING FEE $3.00 Main service 600v OR LESS 5.00 100 AMP OR LESS Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADO'L 100 AMP 2.50 Main service OVER 600v 25.00 100 AMP OR LESS ' Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELLING OCCUP. 5i 22sgft OR ADDNS. 1 ACC. BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: + ,�d�,/� 'S.' �'t ��'� �M NEW CONSTR MULTI.OUTL T NON.RESID ( BRANCH CIRCUITS 2.50ea NEW CONSTR. POWER APPARATUS 6 NON•RESID. (SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIRES a �@ Ex. Occup ( FIXED AP (RE S. OR ) 2 00 OUTLETS (REBID•) EA Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 LicenseNo. Jr� Classification e�� ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No.1 @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. lave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. agree to comply to all County Ordinances and State La s relat to building construction, and hereby authorize repre ntatives. f the County of Butte to enter upon the above-mentioned roperty fo inspection purposes. X V Date e. $ 0I is ,TOTAL PERMIT FEE This permit is hereby issued under the applicable provisio s of the Butte County Code and/or resolutions to do work indicated abov o which fees have been paid. 01 —.REC T OF PUBLIC WORKS Kure bt geree yr ngy�� �CYU �` J y lvw _ Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Building expires Date • J ""BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 -County Center Drive, Oroville, CA. PHONE: 534-4541 MOB ILEHOME INSTALLATION SHEET 1. Owner's name: 2.. Installer's name: iaOGsGlI%S �D�/D)L ;!''�fiP1l� 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR Is the site an existing site? Yes /{/i'r No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes /' / No /tom (If no, clarify ) Or D 41 s 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- r n ! y A ai(a® • } ,� , ,. Amps 7. What is the mobilehome site circuit breaker rating? - —-=------ !0 p � Amps 8. Is there any other electric -load to be,served by the mobilehome , NS ', site service? --------------------------------------------------- Yes /_ No / w— :1 l ' (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 10. What is the type of gas service? -=--------------------------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) ON (BTU) J MOBILEHOME SUPPORT DATA If other than single wide,, Mobilehome Mfr. (OL1JL�% _C�t�`"�%`� furnish Setup Model No �,I�t--,g'®Pa►� year Width 'r _(ft.) Box Length '®'(ft �) ,Tagalong or Expando Size I ft. x . fit. SHOW SUPPORT DETAILS BELOW On all mobilehomes manufactured,after-October 7, 1973;'furnish manufacturer's installation manual and structural setup 'sheets;` (if'thot'" on : file',with the, County of Butte) . All center supports measured from front of mobilehome unless otherwise specified. = Footings (check one)' -. -- Single i a . ,Wood either -pressure.treated o: foundation grade. X (ft.)(in;) (in.) (in.) _ 2. Other (specify) Center support Center support locations* footing sizes Supports (check one) (in.) Concrete "block. 2: Other ('specify) (ft.)(in.) (in.) (in:). • a. 4---- Tagalong or Expando,' show support details. (ft in.) in.) (i.. -- Typical Support_ M (.in.)(in.) Footing Size L x 1' (ft.),(in:) (in.) (in:) Max. Pier Spacing, I, (ft.)(in.) - Max. Overhang (ft.)l(in.) (ft.)(in:) I. *If center piers are other than drawn above, -draw im locatigns, spacing, and dimensions. BUTTE COUNTY JUILDING DEPARTME APPROVED,� `�', OT i + - --- ----__ _ C�°___ .. _ _ _ .. _ _ ._ � _ _ _. V : _ . _w ' .�.� •�, � tier _ _ _ _ _ � � _ __._ _ _ . __ _ ... __ �.. _ -_ ___... _ '� 'UST be j r .:E�it Or .1. 1Gri L a b- ��ditnin y +. �T C=1�r.t•��v _ iii3:-.�-wl :,..,ii: aU' , �•� ShuII _ CO eithe ' rvFV icn n_ -:,i .ia �) or,l . ��; p. r�mzn; o pub Utr'' J y 1 _.�a;i :n� .�e. . rear ';c V!or4s, Cvunfy ofu. ;e. _ -- -- ct1Y left) oF-fih - { he roadside — -- -- -- - --- , -1- r,r,obile om, Cl 00 i Coc'c� & 0()T-LI.�✓E_..,bOt5S—rf'JT_,1L,)C_SC, LE_ • ,� f=4U1" QUEa f�/��✓lol�UL� � �l��:a rel) �'�i•'Jc �� �T,� 1 � - - - _ a'JILDING.DEPART-MF. N"f— C.O,� SVR ti.D r- Pt " l 46 yo o' B 1yx30 24 *JO ,w 130 ITTG Ro •�C�X3o --=R/w cogfs5R This •sef of plans and specifications MUST ba kept on rhe job at all dries and it is unlawful to make.any ch -mo- , r+r al:�,.,t;�-,s on same withoua- , - wriften ermissio, ; r c P m Ge Department of PIS' (_-'=� V -tri. �` lic Wbrks, County of Outte. t:? a: � ✓ � �C'Cr I'lp C k r v%'S) j f (�,.,. .,:.,.. ; w. . _. +.F.. 1- .r- --" _a• _ ►._.a+ ++►.-r+..-.-ww Y +•_ �' 145 14.1 .. moi. e . � .i .�... .�. _y,._-. .w' _ .1-:y�.�.-+irtT1.- +.-H•. �.. - .-n-r� .tp its �'�F r�•l, �w�= �♦�`A tr � � �, + t 1�-,' r ., A sp ack of 5 ft. from the f prop rty tines and a setbact of 5qJt. from the road centerline shall be clear of 1 - stru4Y' res or equipment exce�pl for a' ft. eave overhang. i �� - j, SUILDING DRPAP,,TMp APPROVE ---I 1 P., .�. JA State of,California Department of Housing and Comiunity Development Division of Codes and Standards 6007 Folsom Blvd. Sacramento, CA. 95819 Attention: Sherwin W. Nichola Gentlemen: January ;19, 1981 RB: Fields Complaint - Carriage Manor Sub., Oraville With reference to the above subject and your letter dated January S. 1981, the Health Department sent a sanitarian to the property to invedtigate the complaint. It is believed an old sewer line was uncovered or broken during construction or a mobilehome installation which apparently caused the seder odor. This apparently is no longer a problem. The remainder of the problem relates to the ponding of rainwater which could be corrected by the installation of a properly graded drain- pipe. Should you have any questions concerning this, please contact me. JFG:dd Yours very truly, Clay Castleberry Director of Public Works J.F. Glander Chief Building Inspector cc: Fnvirozmental Health, Oroville Mrs, Betty Fields, 2606 Phaeton Dr., Oroville, CA. 95965 STATEOFNALIFORNIA EDMUND G. BROWN JR., Gove►.nor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS -� Northern Area Office 6007 Folsom Blvd. Sacramento, CA'95819 January 8, 1981 Mr. Jim Glanders Butte County Building Department ' 7 County Center Drive Oroville, CA 95965 Dear Mr. Glanders: Enclosed -is a copy of a -letter which.alleges certain violations of the Mobilehome Park Act and California Administrative Code, Title 25, Chapter 2, in the Carriage Manor, subdivision. Would you, upon completion of your investigation, provide this office with a"wri.tten report of the action taken in this matter. Please hold the'name of the person alleging the violations in confidence. Sincerely, ► Sherwin W. Nichols Codes and Standards Administrator II CC: Complainant DR II DR I Enclosure � - S• $ i - C�•���! �Zlito , �� X12,• a�r� " 8l %N,,, F� c . i % `.mac �- e1*-► . o►v, x4.,5. �� �l•� H Gv/Xj � 7 � � ��� l • n -e � + o L�,.. �..� 2 �/ "vr�/ , /moo ,^' �/ /P'w'�'y' •. ..• •Wrs•w.w..............-.. ... -.3 i. :7{ 4 tray.. ........-..- - .:iii-:: •• i .. •. it:�i:. 1. 7�. . ... ... - t l. J .iii ' ►tJ _ 4: %V-/7- ORO- _ - - •�: .L� I �K c a ~ .:T 1•: � r i •.:'..::.:::: i.•:. F. ► - �_ - --L::: ✓{'V_. r i p of::.: ...-.-"."."."-"..............."...............---......................1............. At - _ d y �-' 6 G�LL� • -• r�/tdJ mss. v _ - W % r ... _ ............... ......... vi47t(r . J a ........ • - _ ........ ttJ .. Qt,zC�z i q Fo l `� ::.... ................................. r ,_..». »... . ........... . ... ...... ».............. ...... ....................................................:......-. - .... ....... 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V •J w `- ,- ; e dzt.� (���',--.y++. ..................... .... .....t ............... 5............:te. . .................................. .. _ _ z 7 , i:. 1 t } ........... $ t n .... -r Wi/V Gv `� '. f - l. i • i• yy a .i. rJ j ! q ..r�L •i fY r a — 1 _ F i N !•t ,...,.q.r...: ,... - . ... ...... - s -• - :.i ..................... ;iiii 'i; : ':t;iit : ................. ...±i:i . ; .................. �; C 2 .: : ::i .. w. ....M.. .. - .. •' :'....1............................................:..........:.:::.::::....................'.......:......:... '.....J`.................................................................................... :i :.............. .......r.. . .. ........ ..... .. .. ...........................a ............. .......... ... ... ........ ... :�: .1.. ...... i :1.: • .-..•..s.. •.:..a... ..... .. .... ....................................................................... ..........,.......... ........... ........... .......... ...............``................................................................................ +................................:........................ .........................1............................................................. 1 4 1459-80B.E } PERMIT EXPIRES 3/31/81 OWNER SAM FIELDS .60NTR. owner ( LOCATION (A.P. 8-12-1 f 02606 Phaeton Way lot 1 4 4 i4 i I a • 1 I' Temp. Power Pole ? Cal��//led PG&E Tempklec. Serv. Called PG&E Te/gyp. Gas Serv. Called PG&E r JOB FINALED (Date) (S i g n a tjotle). e F Mesh COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPEGTI ON -RECORD Grd. Fault Prot. _ BU DING BUILDING o 'd) Service ,. PLUMBING Setback Firewall Soil Piping Ducts Forms Parapets 1st Floor rmangnip Main Bldg. Restroom Finish 2nd Floor MOBILEHOME UTILITIES ---- Footings Windows 41011P11kf1 3rd Floor Sewer Stemwall Siding To out Elec. Continuity Slab Roof Sh thin Q Water Piping Piers Roofing Sewer Garage 2 Fdn. Vents Fixtures Footing's Garage Vents 1,4 Water Htr. Stemwall Insulation Heaters Slab Carport Footings Prov. for physically . handicaped Conformance of ex. ure Appliances Gas PI In Temp. Gas &Test Slab FI Sanitation Patio --11 -" - /OIRE46LA.CE Final Footings Footing LECT IC Masonry Walls Throat I Rough L Reinf. Steel Final Fixtures Z Mesh MEC}IANICAL Grd. Fault Prot. _ Scratch Heating Service ,. Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation rmangnip Door Closer nmw�l Final Fin MOBILEHOME UTILITIES ---- Elec_ Service lec. Pedestal Water Piping Sewer Gas Piping MR116EHOME INSTALLATION - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) _ r COUNTY.OF BUTTE — DEPARTMENT OF PUBLIC WORKS \` + 7 County Center Drive - Oroville, California 95965 ' TelephonewS34-4041 APPLICATION AND PERMIT ouuly &c IcNic' cn lau vca UI UIC I�VUllly UI DUMC LU CfllCl U�/V11 UIC abo e -mention prope r inspection purposes. Date Signature olrPermitee or Agent R eipt Nr�� White-D.P.W. - Yellow -Ass ssor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the ButplJounty Code and/or resolutions to do work indicated ab7veor hich fees -h� ve been paid. l air.;CbWOF PUBLIC WORKS i I/, �r �, / ./G _ _���i/Ise_%� , BUILDING Owner SP, FT. 0 BUILDING V ATION 72:050 - Mailing Address/ -:3 ,ll ds, Telephone . Contractor Mailing Address Fireplace ` Total Valuation Qi Telephone No. Permit Fee Building Addre Plan Chec Fee&/or Penalty Permit Fee r O �&0W L Lie PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each TraD 1.50 Repair drainage or vent piping 1.50 A. P. No _ — Zo ing ming Water piping 1.50 ' Each gas water heater or vent 1.50 es C. �h' FireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Par 'ng reel Plan eclaration Parcel Map 60' /W Improvement Each additional outlet .30 Building sewer 5.00 Bldg.tans RecdParcel A roval Plans Appr I Lawn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.0000V OR L Main service 100 AMP ORSS 5.00 Single Family DuplexMobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 1300V 25.00 100 AMP OR LESS Main servlce EA. ADD'L 100 AMP 1.00 NEW CONST. OR ACDNS. ( D OCCUP. Y AC S. 20sq ft ® - CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div.(3, of the State of California Business & Professions Code under the name st le of: y NEW RESID. BRANCH CIRCUITS) NON.CONST � BRANCH CIRCUITS) 2.50ea NEW CONSTR POWER APPARATUS &, NON.RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTIIRES) g :14 Ex. Occu FIXED APP LNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Mise. Wiring 6.25 ne I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ ( WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and Shaws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ ouuly &c IcNic' cn lau vca UI UIC I�VUllly UI DUMC LU CfllCl U�/V11 UIC abo e -mention prope r inspection purposes. Date Signature olrPermitee or Agent R eipt Nr�� White-D.P.W. - Yellow -Ass ssor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the ButplJounty Code and/or resolutions to do work indicated ab7veor hich fees -h� ve been paid. l air.;CbWOF PUBLIC WORKS i I/, �r �, / ./G _ _���i/Ise_%� , �A C q S1 �fJDI IJ�. Tp 140&.LE �14 �O P2agiv�:OOTiN(Isy srCMW NM �) STUD W A -u -S R60gL- • 0 i D S U'P PO f– �Do F S a i oe�R T� die C. .mow ar. ,,{Wl�l� • 7 Qtl ml. S.r4te �B rr7 I s �'jqu- D Q�o� sv(: I b co7-C) _ . � P � � 40m.—All Material & Workmanship ShA in This set of plana and s mmWiicafiam MUST' ' ccordance with R %pt on the job of of times and it is vnlc Ai�t4 .,,Gpgd r�ctic�s per" ma4e any chszr,aos or alfcrc*tions on same WM of q quarfy prescribed', 'iha SP60 ,~' Wit,+ In, thy, E'�lumbin written permission.frort► the Departm t of tjmform 6uddiR � g $ Machanic� Codes � � fl''ie National El4ctrical Code. W,orksj�!Cpanty of Butte. e7A1413q - e O { J BUTTECOUNYY Ift.Dl O' DEPARTMSM ,APPROWDI OTt Ofrom the i4 setback property I ir ies a id a setback of 50K, fro th road centerline 1, hallclear of structures c r eq ipment except for a 2 ft. ve vethanq.43P &GAG- o G-�P5 v �A C q S1 �fJDI IJ�. Tp 140&.LE �14 �O P2agiv�:OOTiN(Isy srCMW NM �) STUD W A -u -S R60gL- • 0 i D S U'P PO f– �Do F S a i oe�R T� die C. .mow ar. ,,{Wl�l� • 7 Qtl ml. S.r4te �B rr7 I s �'jqu- D Q�o� sv(: I b co7-C) _ . � P � � 40m.—All Material & Workmanship ShA in This set of plana and s mmWiicafiam MUST' ' ccordance with R %pt on the job of of times and it is vnlc Ai�t4 .,,Gpgd r�ctic�s per" ma4e any chszr,aos or alfcrc*tions on same WM of q quarfy prescribed', 'iha SP60 ,~' Wit,+ In, thy, E'�lumbin written permission.frort► the Departm t of tjmform 6uddiR � g $ Machanic� Codes � � fl''ie National El4ctrical Code. W,orksj�!Cpanty of Butte. e7A1413q - e O { J BUTTECOUNYY Ift.Dl O' DEPARTMSM ,APPROWDI les 7L 74;rr� h�iw les: &J Jf sc PO 1. &,A) 'foe, 1 v dfy L'A -(k dvo r 00 NVIde a 0 A� U T� CIV P -5t) TVA Submit engineered detail of trusses for approval prior to erection. S e$, tip ��i ,0AUTf�CCIO-NIX fri. e IlUILDIN'G DEI IAWMM APPROVED 00 I �o D PERMIT NO. 1676-801 PERMIT EXPIRES "OWNER 10 Sam Fields IHolmes Mobile Home Serv., Bagor CONTR. • [LOCATION (A.P 8-12-1 2606 Phaeton Way, Oroville Temp. Power Pole Called PG&E Temp,?Elec. Serv. Called PG&E Te p. Gas Serv. Called PG&E OB FINALED (Date) 01 (Signature )4olf COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS .,BUILDING INSPECTION RECORD 'AL ILDIN,d PPILDIN ((;6nt,d) PLUMBING f Setback i `1- t Firewall 0 Forms Parapets ` Main Bldg. r Restroom Finish i Footings Windows StemwaI l Siding j Slab Roof Sheath?ng-' Piers Roofing . Garage Fdn. Vents Footings Stemwall Garage Vents Q Insulation It— Slab Carport Footings Prov. for phsically handica ed Confre ance of ex. Slab Fina Patio. - F Footings Footina d / Soil Piping 1st Floor 2nd Floor 3rd Floor To out Water Piping Sewer Fixtures Water Htr. Heaters A liances Gas Piping & Test Temp. Gas Sanitation ACE Final Framing/ % Test Water Htr. Stucco Final Subpanels — Mesh MEC14ANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation anent Door Closer Final in MOBILEHOME UTILITIES - - - - - - - - - - - - - - - - - - Elec. Service lec - Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) r• COUNTY OF BUTTE – DNP ARTJOENT'OF.PUBLIC WORKS-�•---- 7 County Center Drive - Oroville, California 95965 . Telephone: 534-4541 � 7,� APPLICATION AND PERMIT auM tatives of the County of Butte to enter upon the abroperty for inspection purposes. X�� �•�-'-- Date -a Sigri9ture of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF YUBLIC WORKS BY Date / Building permit expires Date G /— BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor O � � /�- l-gve " L 1f Mailing Address ` �` Fireplace Total Valuation Telephone No. Permit Fee Q� Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trao 1.50 6 % // Repair drainage or vent piping 1.50 A. — a -- �-G Zoning &Planning Water piping 1.50 Each gas water heater or vent 1.50 ,P.�No. F4 -s Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 Parking I Parcel EQA Plans Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 B g sewer 5.00 Idg. ec d Parcel A proval Plans Approval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Lawn sprinkler system 2.00 Permit Fee $ $ C VL_,'1 a; ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home54 Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER 600v 25.00 100 AMP OR LESS Main service// EA. AOD•L 100 AMP 1.00 NEW OR ADDNST ( ACCLBL GS.LING CCUP. Y) 22Sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le f: Y /� NEW RESID.CONSTRANCHUTL T NON•RESI D. BRANCH CIRCUITS) 2.50ea NEWCONSTR. POWER APPARATUS 6 NON .RESID. (SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTURES) 5 L25 0 1 Ex. OCCU FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 �_ . �" r_-6Misc. License No,-39/.� / A Classification Wiring _ 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ CZE auM tatives of the County of Butte to enter upon the abroperty for inspection purposes. X�� �•�-'-- Date -a Sigri9ture of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF YUBLIC WORKS BY Date / Building permit expires Date G /— t1 S . This set of plans and specifidnfions unlawful +o kept on fh iOb as or alter dons on sa a withoutlit n�ai=p nn, c written permission from the Department of Pu Works, County of "G. 0 mop o f ° 01'oa-tel// ce the o,.� 4/�y Nab/o Bor'� �"° � w 9' t%c fr'c�� � � {°�� �� °GO ahs' N . C°9e4 �� See d. A Sha/ chQ') �6d Vis,/ce/ ae 0 Codes n or $ee diaster plan on dile Tor sfrue- tural details/. Wo/W-=�, A setback of 5 ft. from the property lines and a setback o of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. 0' } BUTTE CWM � i3Z'%DrJ BUILbl'NG DPARTMEhO APPROVED 7020 C SKYWAY PARADISE, .CALIFORNIA Phone 877-4471 2295 FEATHER RIVER BLVD. OROVILLE, CALIFORNIA Phone 5336680 Mid Valley Title and Escrow Company Affiliated with First American Title Insurance Company 183, East Sixth Street - Post Office Box 3039 Telephone 893.5644 CHICO, CALIFORNIA 95926 January 23,'1984 Department of Public Works 7 County Center Drive Oroville, California OERTIFIED MAIL RE: Foreclosure No. 75155 Dear Sir: This Note Defa said said prov Ve ry 7 G ' V Please Direct Reply to: xy! Main Of&" Chi. ❑ Branch Office, Paradise ❑ Branch Office, Oroville is to notify you that the Beneficiary and holder of the and Deed of Trust referenced in the enclosed Notice of ult, has made written declaration that default exists under Note and has demanded this company, as Trustee under Deed of Trust, proceed to sell said property as therein ided. truly yours, MI VALLEY TIT E AND ESCROW COMPANY LE GEER Foreclosure Officer plr Enc Certified Return Receipt Requested, . LAND OF ®Ute LormpNT S� 2 4 1984 n ,Order No. 751.55 FC _Escrow No. .. Loan No. WHEN RECORDED MAIL TO: Mid Valley Title and Escrow Co. 183 E. 6th Street Chico, Calif. 95926 f" H �, tr`VP. �Y T131S� l i 2 It F 1': E f~it S4— 1,359 SPACE ABOVE THIS LINE FOR RECORDER'S USE IMPORTANT NOTICE IF YOUR PROPERTY IS IN FORECLOSURE BECAUSE YOU ARE BEHIND IN YOUR PAYMENTS, IT MAY BE SOLD WITHOUT ANY COURT ACTION, and you may have the legal right to bring your account in good standing by paying all of your past due payments plus permitted costs and expenses within three months from the date this notice of default was recorded. This amount is $3,951.29 as of January 10, 1984 , and will increase (Date) until your account becomes current. You may not have to pay the entire unpaid portion of your account, even though full payment was demanded, but you must pay the amount stated above. After three months from the date of recordation. of this document (which date of recordation appears hereon), unless the obligation being foreclosed upon permits a longer period, you have only the legal right to stop the fore- closure by paying the entire amount demanded by your creditor. 'To f'md out the amount you must pay, or to arrange for payment to stop the foreclosure, or if your property is in foreclosure for any other reason, contact: Jack Barnes & June BarnesP�Cf ,,oP 476 Colonial Park Dr. �.., CO, (Name of Beneficiary or Mortgagee) (Mailing Address) ;,1 Al "'' % '14/1�•.f (707) 523-0663 Santa Rosa. Calif 94501 (Telephone) If you have any questions, you should contact a lawyer or the government agency which may have insured your loan. Remember, YOU MAY LOSE LEGAL RIGHTS IF YOU' DO NOT TAKE PROMPT ACTION. NOTICE OF DEFAULT NOTICE IS HEREBY GIVEN: That Mid Valley Title and Escrow Company - a corporation, is duly appointed Trustee under a Deed of Trust dated May 2 1977 , executed by Warren T, Ambrose and Charlene Ambrose, his wife as joint tenants as Trustor, in favor of Jack Barnes and June Barnes, husband and wife as joint tenants, 12, 1977 36435 recorded May as Beneficiary, page 52MayX as instrument no. , in book 2170 , of Official Records in the Office of the County Recorder of Butte County California, securing, among other obligations, one note(s) for the original sum of $18, Ob0.00 that the beneficial interest under such Deed of Trust and the obligations secured thereby are presently held by the undersigned; that a breach of, and default in, the obligations for which such Deed of Trust is security has occurred in that payment has not been made of: The principal balance in the amount of $3,596.73 which became all due and payable on December 1, 1983 plus interest from November 1, 1983 compounded Re-recorded in Book 2365 at page 519 on January 26, 1979 '^ that by reason thereof, the undersigned, present beneficiary under such Deed of Trust, has executed and delivered to said duly ap- pointed Trustee, a written Declaration of Default and Demand for Sale, and has deposited with said duly appointed Trustee, such Deed of Trust and all documents evidencing obligations secured thereby, and has declared and does hereby declare all sums secured there- by immediately due and payable and has elected and does hereby elect to cause the trust property to be sold to satisfy the obliga- tions secured thereby. Dated January 10, 1984 - I STATE OF CALIFORNIA )ss. COUNTY OF Sonoma ) On janua ry 13, 1984 before me, the undersigned, a Notary Public in and for said State, per- sonally appeared Jack Barn June Barnpc 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. WITNESS my hand and official seal. Signature �/a c !c, a r n e s une Barnes ��� OFFICI�aI, SEAL, NANCY HELLHAKE to- z NOTARY PUBLIC - CALIFORNIA - SONOMA COUNTY My Comm. Expire; May 14, 1987 (This area for official notarial seal) 2081 (6/82) 14, k , yl'A i Return to DPW • AGRICULTURAL STATF!tE17P OF AC}G�OJLF.DGL-M4T 17'r p: �� C ..: i FOR RESIDEKTLAL DEVELOP?Q:?v7 -bROS i. _,•: � %•F• w r' 'L r Section 26-8.1 of the Butte County Code requires this acknowledgement iJ�V be recorded prior to issuance of a building permit. 3 12 o3 P,-' CLAI!r p nc'- The property described herein is adjacent to land or included CLERK-REC-,;Dj, within an area zoned for agricultural purposes, and resident! of this property may be subject to inconveniences or discomfort arising `g1�3fi•1j� F from the use of agricultural chemicals, including, but not limited to herbicide!, a Pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such Inconvenience or discomfort from normal, necessary fans operations. All that real property situate in the County of Butte, State of California, described as follows: —1 3-.Z..'t —,z s —.zG --2 7. —.35 -4, 9-5'0- S1 -S.2 -5-3 -S'L ji- -Z — �� C�/L3 �Ec o r OL` -O AI -Z Date:PROPERTY OWNERS: State of County of SS.[1 U r rF ) On this the 21— day of before me, the undersigned Notary Public, personally Pub— appeared .�j known to me to be the person(s) whose names)S subscri ed to the within instrument and acknowledged IfLs that executed the same for the therein therein contained. P rpoaes IN WITNESS WHEREOF, I hereunto set my hand and offic LL seal. y: ry Public vv -QM Of DpCVX41,4 • AN GEIA D. KELLY js. 1' MOLAn• • euc . uuvopnu . •: r . I" co -1190" vanariu Omct in SYrfG ckwN1r Lanni xn. 7, 1n1 On this the 21— day of before me, the undersigned Notary Public, personally Pub— appeared .�j known to me to be the person(s) whose names)S subscri ed to the within instrument and acknowledged IfLs that executed the same for the therein therein contained. P rpoaes IN WITNESS WHEREOF, I hereunto set my hand and offic LL seal. y: ry Public vv -QM Of DpCVX41,4 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT A Pf • . Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. AUTTE C6rarY -t, .A Nov 13 12 oa' PH Igp�� C` q(4K The property described herein is adjacent to land or included M IDK-KECOROER,.( .within an area zoned for,agricultural purposes, and residents of SI -3641 E this property may be subject' 'to inconveniences or discomfort arising 9 from the use of 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 occa- sionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: /�—' — PROPERTY OWNERS: State of /�qG / )On this the_ day of ��9,0�'�'��a�l.l, SS. before me, the undersigned Notary Public, personally County of /J GC rA' ) appeared OFFICIAL SISAL ANGELA D. KELLY y NOTARY PUBLIC CALIFORNIA. ]PRINCIPAL OFFICE IN BUTTEMCOUNTY My COMMISSION EXPIRES SEPT. 7, 1982 known to me to be the person(s) whose name(s) �S subscri ed to the within instrument and acknowledged that — executed the same for the purposes therein contained. IN.WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. N0. PERMIT NO. 2367-88B PERMIT EXPIRES r OWNER BET Y F ELDS CONTR. North State Alum ASSESSOR PARCEL 36-78-01 • LOCATION 2606 Phaeton Dr, Oroville z I t f { Temp. Power F r Called PG! Temp. Elec. Se Called PG! 4 Temp. Gas Ser Called PG! 1 JOB FINALED i Signature t = �O K 0 = Not OK '• =oReaable Not dyMOBILE HOMES ,. MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DE S,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements . Zo g'Requirements-Setbacks-Easements 2. Soils; Special MH Support -Sketch ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete d -Beeks,— ii'ders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) ,- Posts- Bea ms-Rftrs.-Connec.- Ste.-Rfg.-Bracing j • 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ P'LPG . Alum. Awn.; Col ns -Conn s -SPIT -Dec neFestrres rs 7. Utility Clearance c. i s- nc o - ds-Rftrs-Trusses ai ing- a Stucco -Mesh Card -B1 Date Card -B1 Date 1g- o 'ng Card -B1 Date Card -B1 Date ' 11. x .; eps- oors-Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card-B Da w" Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 1 POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH nector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and EI 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. . Boxes-Enclosures-Panelbbards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date = OK 0 = Not Applicable RESIDENTIAL (Single and Duplex) � - =Not Applicable - Not Ready - Date 'UNDERFLOOR (Plans) OK except #'s _ Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope s 45. -Hangers -Post Caps -Anchors, -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg.,Depth 46. Cing. Joist-Rftr. Ties- Puri in -Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg.-Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/- /"Ftg..Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49, Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel - 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9.,D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire, Protection 10. Gas Pipe; Size -Anchors' 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 1 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins.- 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts I 15. Insulation 59.Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date I Card -81 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In .Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & TublAccess-Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date 67. Stairs &Rails Card -131 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel;llnt. & Ext. Date ELECTRICAL (Permit) OK except #'s ` 70. Kit. Fixt. & Appliance; Grnd. i Air Gap -Cooking Clearance 22. Fixture & Transformer Clearance=lns. Protection 71. Elec. Outlets & Receptacles at Kit. Counter 23.,Elec. Receptacles Spacing -Lights& Switches at Doors 72. Garage Fire Door; Swing -Landing -Closer 24. Size Boxes & No. of Conductors -Stapled 73. A.C. Duct in Garage -Damper] 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 2 6. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76, Elec. Receptacles in Garage; I(G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive ❑ Yeas ❑ No; Walks ❑ Yes ❑ No; Planters 13 Yes , 11 No 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 81. Stucco; Brown -Finish Card -81 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date - MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing •34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected-C%O to Grade -HD Approval 91, Energy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date 92. Roofing Certificate Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -B1 Date Card -131 I Date Comments at Final: 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing .42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub I i 44. Header & Beam -Size & Bearing i (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ERMI 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 3 �� APPLICATION AND PERMIT ASSESSO PARCEL NUMBER 36 78-0-001 'ZONING BUILDING PERMIT OWNER Betty Fields TELEPHONE 5311.--9362 S0. FT. OCC. BUILDING VA UATION 12 10.00 1260.00 OW ER'S MAILING ADDRESS 2106 Phaeton Drive, Orovi.11e, CA 95966 CONTRACTOR'S NAME North State Aluminum, Inc. TELEPHON 343-795 CONTRACTOR'S MAILING ADDRESS 3029A Esplanade, Chico, CA 95926 Fireplace Cj}7JRUCTION LENDER UNKNOWN Total Valuation $ , • Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 22,00 �A AWo dEC HI.1 ENGINEER p LICENS� NO. SIN Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ yENGINEER'S A11 5EUT St., GSacramento, CAR 95818 Penalty $ B(V661 WaeliA Drive, Orovi]le Permit fee $ 47-00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome x❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Install 6t x 21' aluminum patio cover. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 424499 Classification B-13 C-613 C-43 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) E]1,the owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING OCCUP.tr , OR ACDNS. ACC. BLDGS. /22sq ft NEW CONSTR. MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS &) (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 8AL Sae wLO 30 FIXED APLNS. Ex. OCCUp. OUTLETS P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Perrnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accruex against said Coun y in conseque ce of the granting of this permit. %� ate rj�2Q,88 Si tore o pplicant — Owner ❑ Contractor ❑ Agent Q An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 47/0 occu CONST*TYPEJ[,E,<0111�L PD NO ISSUE This permit is hereby issued under sions of the Butte County Code and/orrresolutions work indicated above for which DIRECTOR OF PUBLIC By P IT EXPIRES Date the applicable''provi- to do fees -have been paid. WORKS Date �� Receipt No. WHITE -D. P. W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF`BUTTE - DEPARTMtNT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 4. // PERMIT APPLIGNTION DATA SHEET r Permit No. y OWNER e �/ ' A. P. No.yT"/x' –� Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or nuance: DATE RECEIVED APPROVED '. All items have been submitted. . . . . . . . . . . — 2. Plot plans in duplicate/triplicate, signed by preparer of plans, 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . L e/, 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.__-..._15. Improvements may be required. . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . . 17. Pre -Inspection for _._Pre-Inspec. request to (Dote). _ _ _ _- _Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit, 20. Plot planapproval from cof 21. it _._moo 22. L Wh you issue the permit,. process as follows: Mail to owner, Mail to contractor_ �Telephone34-3'77 and hold for pickup office, Deliver w/inspector. Other 21 Copy of plans sent Health Dept The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: Applicant Date Fire Dept., – Other Date rmit issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised c? above required data by—phone _mall—counter by date Plans checked by Copy—DPW Date Plans approved Sets of plans on hold in File cabinet AP folder Date DATE: -� $� PLOT PLAN FOR PERMIT APPLICATION THROUGH_1SUSil -L-3- eo Ty . NORTHSTATE ALUMINUM, INC. `Y 3029A Esplanade • Chico, California 95926 Telephone: (916) 343-7956 (In Paradise: 872-4013) CWA-6��A co­mz�xp� Aorwv 66bzlis, pcl-�) LOCATION ADDRESS: 2 6 0 6 P Aomizm ®r2. O Fa vi I Lam. _ PARCEL # OWNER: COST .OF JOB: qci 3 MAILING; ADDRESS: 2-60 6 CVr&vj- I LR WORK TO BE PERFORMED:_ X"SiblM N ckfkcww, PCC\")w QbV e -r- lA*/ h s ,set l:niS_..and;if rs un awful to ---� - ;.mali�.a..on--samewrthoul r.._ NO m:---�A1�--mp#e `a;.:$�.. ! +c' Dopa tm�int._ f blip dcrh ✓N!1h J� tic wrlit n ; perm s�� , on) Accor ,,ce v , __._'�' ' �n"o°� oa rac :es Wc�rlcs, Co r t of Bu#io. -' - ! ' of a c�c ; , t ��4 ,,,� d r a br34� in E#�t® i i , , ! y Ci tAi(. SES C{ IoL ht ...4I�e 1�l�a,l' ��cti;; 'ria3;a'e• i 01 t 1 1 . 11 1 t t — -.a_._....._......._., _ — — _ i S. 1 • I i * 1 i .�__...>,--j---;- I� I-----(r----i----�----�-•--- -_f -. _ .._.._ ;�-q�a�®rf�,r;i1-qq � �'{A'-j�p{ �� _.�.._...___.._.:__ . . A i ' —i I I. ------ '--� - - Corlttfl; uci�re or. equip e4 t j. _._.. _._._._._ ! ' — f -_ i- - i ,l}^ i t311i'E U� -- -• .. . 1 r ' i r 3 , 2 t PERMIT NO. 2955-$$B PERMIT EXPIRES OWNER BETTY FIELD CONTR. No. State Alum ASSESSOR PARCEL 36-78-01 •LOCATION 2606 Phaeton Dr, Oroville { k[ 4' Temp. Power Pole {t k Called PG&E Temp. Elec. Service I' Called PGF' Temp. Gas Ser Called PG! JOB FINALED Signature =OK ' 0 = Not OK =`NotReadyiable MOBILE HOMES .-MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECK ,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements o g Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing . 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ • /"L"ft./ P'LPG um. Awn.; Col ns-Connee{ons-Sp ' -D -z..„ ��, 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh - Card -1311 Date Card -131 Date 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Cgp Date/O. Lzand-B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -61 Date Card -B1 Date Card -131 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -131 Date =OK 0 = Not OK Applicable - =Not Applicable RESIDENTIAL (Single and Duplex) _ Not Ready Date UNDERFLOOR (Plans) OK except #'s- Gate FRAMING (Continued) I - 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers- Post. Caps -An chors-Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties- Purl in -Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang;Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples , 58: Shear Walls; Nailing -Bolts 15. Insulation 59.Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date Date PLUMBING (Permit) OK except #'s I 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelightl Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Duets -Meeh. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 1 66. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -131 Date 67. Stairs &Rails i Card -131 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth a 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 22. Fixture & Transformer Clearance -Ins. Protection 71. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing -Lights & Switches at Doors 72. Garage Fire Door; Swing -Landing -Closer 24. Size Boxes & No. of Conductors -Stapled 73. A.C. Duct in Garage -Damper 25. Romex Installed Close to Edge of Studs & C.J. 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 2 6. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Pib., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu'or Al 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters D Yes ❑ No 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 8i. Stucco; Brown -Finish Card -131 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 64. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37, Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous jlnpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 96. Water & Sewer Connected;C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -131 I Date 39. Sills, Proper Material & Anchors Comments at Final: 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub i 44. Header & Beam -Size & Bearing j (NOTE: An entry must be made each time you visit job site) i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND -PERMIT K 2/_ ASSESSOR PARCEL NUMBER ;036-78-0-001-0 ZONING - BUILDING PERMIT OWNER - Betty Fields TELEPHONE 534-9362 SO. FT. OCC. BUILDING VALUATION 29 10.00 2 0.00 OWNER'S MAILING ADDRESS 2606 Phaeton Drive., Oroville CONTRACTOR'S NAME 73-143-7956 North. State Aluminum Inc. ELEPHONE 4 - 956 CONTRACTOR'S MAILING ADDRESS -3029A. Esplanade Chico Fireplace CO STRUCTION LENDER UNKNOWN Total Valuation $ 3,290.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS / Permit Fee $ 0 ARCHITECT OR ENGINEER Gordon Klippel LICENSE NO. 654 Plan Checking Fee $ 22.2 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 1525 U St., Sacramento, CA 95818 Penalty $ BUIL ING ADDRESS 2606iThaeton Drive, Oroville (Carriage Manor) Permit fee $ 76.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: InstaLL 71 x 47' patio cover. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): © I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 424.4.99 Classification B-1, C-619 C-4 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.� , OR ADDNS. ACC. BLOGS. h2sgft NEW CONSTR. ULTI.OUTLET 2.50 ea NO N.R ESID BRANCH CIRC ITS POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050Q e AL030 FIXED ALNS. Ex. OccuPP -p. OUTLETS (RESID 1REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 1Virin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Ej I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor .,MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in cons ue ce f the granting of this permit. X Date 97/88This Si tura of Ypplicant — Owner ❑ Contractor ❑ Agent ® An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL P RMIT FEE $ 76.75 occuP. ' co ST. TPE i 7`01""C"I PD HD I ISSUE permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated abov for which fees have been paid. I E O UBLIC WORKS BY D toCf- PE MIT EXPIRES Date Receipt No. WHITE-D.P.W.. FELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT NAV •JA4 �...� �'tY:w �y'ti • , r .^•.}-�.:.�+.k� w.-• 'c-,�...,.v+.r:ti.-r-.r-r - ,.-!r � 1^ t.r+: �y�..r .a,,Y'�"'l.f'r^'•"'R'!.. ..7•fi r.,,.ri� .-.. r.:, F' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION �. 7 COUNTY CENTER DRIVE - OROVILLE, CeALJ,FQRMA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET rPermit No. OWNER ie C 2 P No. �D _ Proposed Building Use � t OvLaY Building Inspector Date At time of pe it application, I was advised the following data must be submitted prior to permit processing and:/or is ance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . - 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . • • • 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑.) _15. Improvements may be required. . . . . . . . . . . . 1�. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Do -e) t17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot planjapproval from city of 21. Engine'ded trusses in duplicate (required prior to plan check). 22. When you issue the permit, process as follows: Mail to owner, y p ail to contractor. Telephone and hold for pickup at office, Deliver w/inspector, Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mal [—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date //". -'-j Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copv—DPW TO NORTH STATE ALUMINUM, INC. 3029-A The Esplanade CHICO, CALIFORNIA 95926 (916) 343-7956 or 872-4013 Environmental Health 7 County Center Drive Oroville, CA 95965 DATE ---- 9/7/88 -- SUBJECT...._ Betty Fields__.__._..._....._....._.__.____._._____._ 2606 Phaeton Drive Oroville A.P. To Whom it May Concern, > Enclosed please find a copy of the plot plan for the proposed _cons t a 7' x 47' patio cover at the above mentioned job location. Pleas s location and forward the information to the Butte County Build' g D partment Thank you. � ... k 1... cam- .___•_-•__--.-... ... _... ..................... ._.................. __.._.______._.___._._ - __------- _._—. — ----. Sincerely,- __ _._._.._._._._....._._.._._._._ S/GNED ❑ PLEASE REPLY ❑ NO REPLY NECESSARY DATE: 9-64e PLOT PLAN FOR PERMIT APPLICATION THRouGH _ S14T� u°vTy NORTHSTAT- E ALUMINUM, INC. 3029A Esplanade • Chico, California 95926 Telephone: (916) 343-7956 (In Para ise: 672-4013) LOCATION ADDRESS: 206 Pha e. irl PARCEL # 1-036-% g `0-00 1-0 OWNER: i I`e C as COST OF JOB: 70 MAILING ADDRESS: 2-606 D Pe . Q ryV7 16 C 6-7 6 6 WORK TO BE PERFORMED: m, n to fiver' . fhe National Wiictric6l Code. i Ii 1C ,j Foscio �A, e Al Z_.4 A/ Prov%de {or e/4 SP/ice EL E-!/. "-Install cols. W&N Gw-Wl rH --Nd,-OYER HANG 15, &_ C 08 SMS e 61. (endoscd ani/y) - - x8 5M51Y1�I116 c` C Ir Fascia - 4*,epet- cc/ roz Cap / C3 " /0.?/ 9)0- Cal %nSCr`":1. r-/ ,per Coo Exist AfO,&;1ebo,77e6 L C,7S = 5,0 AM? l'Enclaxe• . L1 .45' 00I. "In 5;o2L, f A -%fn. JOR �/,_4 per foo r 0 li _YP CI { F l F' ! : 6 O, ..Deck Deck •See Schedule- �T*j r&, -0t,-thkn-Sche sc;Q —(,OR t-io­ 6 nol) _K SODS -H/8 Alam. Cniti,nn 12&;4zh7, for Z- / fs , COX - _9'- 3 i,7 ax. foScfo 0, ro/nq3"o C04 -9 with The we'jh"co, ova. I IP Weep hole e 10, ZO*, /0' TYP. 4 _Idel Of the own/n9 =/2=Oinox. PLAN 4 ,r,/SP/ice ko po_,_1 P I ,5 CIA A DEC_X Z-1^*0 COL. or - 3 .0 co/.-�II r/<* 2 or Z FOOT/NG A80-10 EL E-!/. "-Install cols. W&N Gw-Wl rH --Nd,-OYER HANG 15, &_ C 08 SMS e 61. (endoscd ani/y) - - x8 5M51Y1�I116 c` C Ir Fascia - 4*,epet- cc/ roz Cap / C3 " /0.?/ 9)0- Cal %nSCr`":1. r-/ ,per Coo Exist AfO,&;1ebo,77e6 L C,7S = 5,0 AM? l'Enclaxe• . L1 .45' 00I. "In 5;o2L, f A -%fn. JOR �/,_4 per foo r 0 li _YP CI { F l F' ! : 6 O, ..Deck Deck •See Schedule- �T*j r&, -0t,-thkn-Sche sc;Q —(,OR t-io­ 6 nol) _K SODS -H/8 Alam. Cniti,nn 12&;4zh7, for Z- / fs , COX - _9'- 3 i,7 ax. foScfo 0, ro/nq3"o C04 -9 with The we'jh"co, ova. I IP Weep hole e 10, ZO*, /0' TYP. 4 _Idel Of the own/n9 =/2=Oinox. PLAN 4 ,r,/SP/ice ko La a J_ Instal/ cols. vera SECT ELE11 SEC T_ 3'S 2zl4RE COL UMN 3004-H36 .4hlm .040',41e,m 2004-H36 or 048 "Stee% A S TM A 116, 6,c-od7c' C YS.= 10 /, si. cAr 2-y -8 + 11 3 10 C. I Il it S _- c r A, S--c.r A/ _Sms 61 SMS e '8 SMS & 6 - (enclosed on SECT. 4), rc, A o -,a , lice /,*S'. + I + Sp/ice C 41,A, t C (w to ta Aj 0- 18SMS, eq C, (f -total) '8 SMS C 6 c<-1 'SEC T. 8, '8 SAIS e 34 Z: -, Y%4/SMS Mv/ 8 tld o. composite —CAQ/ fneoprene WOS'15C per co/•)J �Coz Cop IC9,1on-9j, f—Bfoe Acom. - composite Inclal �.174`0,0rCnle washer e',F �B per. col, 3 '0 ^a/ 'A —Cc/ 2` & 2- '8 SMS e8 fttcll) type 100X ZDEAlK 10IFTM Sc14_-Dui_E-Aw1v1NG W/_TH NO OVERHANG ScHe-,ou1__--Awv1,vG WITH OVERHANG 1,,00,6L NO. po_,_1 P I ,5 CIA A DEC_X Z-1^*0 COL. or - 3 .0 co/.-�II r/<* 2 OOT/N45 La a J_ Instal/ cols. vera SECT ELE11 SEC T_ 3'S 2zl4RE COL UMN 3004-H36 .4hlm .040',41e,m 2004-H36 or 048 "Stee% A S TM A 116, 6,c-od7c' C YS.= 10 /, si. cAr 2-y -8 + 11 3 10 C. I Il it S _- c r A, S--c.r A/ _Sms 61 SMS e '8 SMS & 6 - (enclosed on SECT. 4), rc, A o -,a , lice /,*S'. + I + Sp/ice C 41,A, t C (w to ta Aj 0- 18SMS, eq C, (f -total) '8 SMS C 6 c<-1 'SEC T. 8, '8 SAIS e 34 Z: -, Y%4/SMS Mv/ 8 tld o. composite —CAQ/ fneoprene WOS'15C per co/•)J �Coz Cop IC9,1on-9j, f—Bfoe Acom. - composite Inclal �.174`0,0rCnle washer e',F �B per. col, 3 '0 ^a/ 'A —Cc/ 2` & 2- '8 SMS e8 fttcll) type 100X ZDEAlK 10IFTM Sc14_-Dui_E-Aw1v1NG W/_TH NO OVERHANG ScHe-,ou1__--Awv1,vG WITH OVERHANG 1,,00,6L NO. po_,_1 P I ,5 CIA A DEC_X Z-1^*0 COL. 3-0 C01-. r/<* 2 OOT/N45 Z FOOT/NG A80-10 8'O'0/18* //t_#* Slob, Stoke, or Eorlff Anchor � f, Slob, staAe, ori-yatt //'+* /e -cube A90-109'0' SAF -cry STAKE -Old /O'/' 'Ot/. Slab 1* /18' Cube A100-10 /0'0' .018 st /, Slob, staIlreoricyale A110-10 // O* .023 8'3" 8=3' lob -Sta*q o�-Plole .s:::j, ls8" Cube AI20-10112W 7=/O' .023 7-7' l- 7=7•Slob S;*QtSov­ 7'-7' /'-re `Cube .I 8,elt*waodscrew I Sohl wood rnembe: of mo6,'1chExist j`V Mobi/eheyne MODEL- PROU. MAX. 0144A� PAAE4 ,TPA"OECk eol_ BOX 8hcAAof OI -. NO. P MANS 0 iPAX. .4 x �-0071NG. A FOOT/NG AC -1-10 8=0"Z=0 61:0* compacted sand, clays containing large. amounts of eels*8=6 SAF -cry STAKE 8=6• S`/Q 6, Stoke or Plate /ca' Cube .. PAO SP A a lc;pos t rinses i I t. 4. Earth anchors shall not be used in tre .0/8 A72 /0 9' 0' 2:0* 7t0TO/6' wl rq *0 COLUMN v 7=/O' 7=/O' Slob Stoke or P/ore 17!/U* /=a" Cube silt. and s !"rated silt. 106o P1,41S7A4,136 Sfc,cf Ai. epo y,7owdc Slob, Stake, 8'c-,6 e, A80-10 /0-'0 6 8=0'.018 7= 3 713' Sla&Stohe,or P/ble - or Earth 7t.3- 1c6­C`c,be Xft -/0 2=0' 90 �1 191 3 C-3 C = 5 * Slclb, Xfok, orAlo 6!9' 1 181, Cu.6c .093 Anchor AI02-10 /2 =0' Ozy 3 6=3" SIQ6�Sfttlreori%fe S-140 Or [Quo/ P/- kl, "rq lwa A 3 4 Si`4 r HANGER G063 -r6 4/um I- Can are e C.,.. S/.� Pch "Redhead bbb 0' q�c7 /vu//our roue r-."Tt v 079 V . L 514 COLUMN CAR (Ty,p) G063 -r6 Alum 2.00 COL 11AIN CAP 2 C01 11114N -,[NS,-R7_ 6063-7-6 3004-H14 41ilm. .o�7L3 "Szotteal holes S10),&d h./,j_,, Y C -4 PLAN . 9/", 7' a/c -.75 750 ll, V4 90 h PLAN Length 35' COLUMN &ACKET 6063-T6 Alam --I Ev. COLUMN CAP 3 Rop rI*yejls or '/It SMS (2 /,"c AS7-1 A36 Steel U 6com splice ELEV -'A R rq ANCHOR 8.QAc1<,cr AIUY' _5 T-1 62 E,4Rr11ANCHOR 7 USe in 9e AlvnvoR dZ Use ;n Poo, lf 300d soil `F/aSC/A SPL/CE MEMBER COC 3- rCA&" GENERAL NOTES t1l0TT1_-_ COU111 Y ,-,ODesign Uloads: . Live lfload - 10 psf: wind uplift t • 10 p . i•h p I" A""; n?,—y be screened - , an,, �ell,irsrct .ad,, :ne b, S, or �Tt412N I y flexible plastic screening f or more thickness. transparent than 20 mi I S ck e5s, BUIL511 eGEEZA 3. Each awning n a vis ng l- ­ re Sr.11 have a!t1.­Sd i thereto visible location, an approved Id. , Ifi. cation 4. Al..,n,, design and stresses are according to Alum. Assoc. 1471 specs. . ith a factor of safer, for building products. APPROV, C11.1T111111011 NOTES 7 F., C./ on soil. M, I. Carry all footingsto down firm nd;St., ad design soil o , I or..sure ,"0Sf . ­ Strength of 2. Concrete Shall have 2009 Psi. 3l All framing shall be aluminum unless ootler- rise Steel parts ts shall b: galvanized painted with steel pi,er and an finish. 4. Steel fasteners shall be stainless, r me Cal C� aluminum ocadmium plated. km5 SHS .Si'ce'"ba' S­eoS:S5 for roof 4B 6,oc*cr panel shall have I/1" die. composite metal and neoprene washers. 6. Enclosures shall not be attached EO ColurlAS. welded nut EARTH ANCHOR NOTES Install Verticalanchorby I. Earth anchor be as manufactured A. S. Chance Co. Earth chIII Mod anchor rtanchor it V 5430 EA R ny AvcHoq De r Earth Ch # Mod T4 6 2. Steel material shall ba ­'35 tai min. yield For 11;6colon 0 strength. S A11 oasts sh'" be galvanized. '-d-.S: t I , 3' -i - ion snail be defined Gold soil ; - compact ell -graded sand and A- 3" C-1— COP 3 grave:,mediume:, hard clay, well-yreded fine and coarse sand. Average soil - compact file Sand. medium T Nclay, compact sandy loam, loose coarse land and colu/e X-1) Y/6 --r t.ca ­ 01101_ A MiA �A v 4 1i -, . 4,; � 1} 7column L.4-1 rAl A 3 6 Steel 137 I above grade /yi -7 It Steel Cal only til I_ See _Schede/e CUB-- ll:'Oorwa 301v or ciccfrrplolea, ColvIv w1rH 3,t Coz-L,-,/y 1 AC. T. SAFETY S7-,ql<E w j7- Qv(`Ce 11 0 d 0 6 see Bose I wim /7 de 1 609d /7m.Co A365tcei SECT. A S -- C T B .4rmclIEo IWO4611-ENOMEAWAllezz SAFETY STAKE th Steef-A3G NOR THS TA ME A L 1_1Aj /NC. 11OFESSIOU 307/ ESPLANADE TELEPHONE:1.1, W_40� CIVIC CA. 359-P4 (9/6) 343- Sa --- 4 -ft- =lltllll No. 7?ev : /Z- /!)- 78 if AVA tet•79-10 GORDON N. $11OM - STRUMML E -71 UIN ft I —W OF b7RA1 Vd At 4- CoQf­q: gr,,el, Poor soil - Soft clay, clay loam, poorly cleon"ro, compacted sand, clays containing large. amounts of CUBE FOOT/NG SAF -cry STAKE .. PAO SP A a lc;pos t rinses i I t. 4. Earth anchors shall not be used in tre Steel -A36 de-;.nized WOI'CI­ -Ins e, Sp- Alp. /22/78. following soil types: fill, Ned loll, fin, and, el clay, B ASE Cowv wl rq *0 COLUMN v C - ­ silt. and s !"rated silt. 106o P1,41S7A4,136 Sfc,cf Ai. epo y,7owdc :=75G. L �.6 4> A MiA �A v 4 1i -, . 4,; � 1} 7column L.4-1 rAl A 3 6 Steel 137 I above grade /yi -7 It Steel Cal only til I_ See _Schede/e CUB-- ll:'Oorwa 301v or ciccfrrplolea, ColvIv w1rH 3,t Coz-L,-,/y 1 AC. T. SAFETY S7-,ql<E w j7- Qv(`Ce 11 0 d 0 6 see Bose I wim /7 de 1 609d /7m.Co A365tcei SECT. A S -- C T B .4rmclIEo IWO4611-ENOMEAWAllezz SAFETY STAKE th Steef-A3G NOR THS TA ME A L 1_1Aj /NC. 11OFESSIOU 307/ ESPLANADE TELEPHONE:1.1, W_40� CIVIC CA. 359-P4 (9/6) 343- Sa --- 4 -ft- =lltllll No. 7?ev : /Z- /!)- 78 if AVA tet•79-10 GORDON N. $11OM - STRUMML E -71 UIN ft I —W OF b7RA1 Vd At B Exist Mobi/ehome O cx,sf Mobilehome I �'�-..a6-�"`�-"-�:56/s/L56' L30 '/30, Len 1,1 S. -min. elEnc ed U/ __ Le/ .48:�, f•"- �n fh /.O T ; 1 • I 1 - OS4 O Ol a n P%lCh-�peg' root iin •/ •+•- I i 40- � g .079 11 1 Y T - 6"Deck L jjjj F1 '1 See schedult rrrPl for h5icknes9 4y COLUMN CAP 1 See Schcdu/e p O _ C lJ ' For Yh/ekness 0/eat 300^ For thickness s:e schedele 6063-T6 Fosc o t/y Q Bor eeo -, ti ` COLUMN CAP Z COC!/MN INSERT l / max Foscio !Optional) 6�DECK 6063 -7 6 A/um. N fi/ p -1 A/ Column hei hT 7 SODS-H/B A/om. 2'3S 6 xr"S�oNed ho/es 3004 H�/oMed ho% 9 PYgv/dc For 68 y > 2-/"Co%-9=9'rn ox. •forcyo dro/nq a ./0_Typ- 316 �• PLAN Vol Co/.-/6=0"rnox -- � /"o Weep ho/e 9 17, S � � - Prov%de fcr• J% wiAS The weighted ove. ht: S / P r.o'�, /.0 /.O . /.0 Tye 4 S/def �.2� ,•��{ .}i4-Sp/ice of the owi/%n9 =/2=o infix. PLAN P rca • I I -•-=1.a- g.o0 fgsGiq droino c I,s� ��rr' .28 _032 R-.060 �•� ' 1 I PLAN I 3 " L I 1 y,•.S DEC COL. or- 3'� Co% TK- 2 or .2 FOOT/NG A80 /O I CO F S C /A DEC COL. or- 3'� Co% TK- 2 OOT/N N\ (Typ.) 1 TyP.) -r 7.50 •,75 n l PLAN aW 00 I Or V4 50 hole Len fh=2.35' 1— g o �� - ►' -� �� o DARE COLUMN COLUMN BRACKET CO/s. vert. `/nsto// eo/s. vert= b ELEI! .SECT. EL E[/ SECT 3YS iUARE COLUMN 3004-H36 ,4/um 6063-T6 Alam. EL EV. � Nva ;740",A///m_3O0a-.H36 or COLUMN CAP 3 i-- }_1'2 fbo rivets or 0/l` SMS 0 /2 c ' ' ASTM A36 Steel :J48"Sfee/ASTM A446 GrodeC YS 40 ksi. I ° i i�5 ��e 2.00 U beam splice /.SD 2.25 ALSO AWN/NG W/TH NO Ol/EP. HANG AWN/N6 W/TN OVERHANG /' ojs I j 67Z : I�,f�. _SO b / _ _ I ! � ELEV Al—,)>9 roil iXBX/2•Wood Screw'— v —1 7 1` - ( ! \. EAR TN ANCHOR BRACKET 18 SMS e C c ` 2-"8SMS, "70, - i /6 c fo pencfro fe o: h o l _ /A8 SMSe CIC (enclosed on/ (4 total) / so/id w000l i7Cl ber N { 0/ y�—� Deck I .oTo s .e i of I \ Nut \\ / of mobi/ehone J Deck - 'pB SMS P.' 6 G�� V EX%Sl O{ mI yP' - m O' f `8SM5�6 c --- fff Mobi/ehone v t v I tS'P PI TT Nut —_ 'Deck \ I 14• � o - , 18C 6 c j'�7�4'�' End Foscio K Fa sc;q - - - - I �' Fosc�q ` 3.0o Fascia spb/ c H N. yj Q - �� •o 2 } B Hanger Ll' BOX BEAM O �i �g'B per Coll B .SEC T. Bj FA.S•C/A ENO FA.5C/A 6061-T6 A/am U Y / 6063-T6 063-TCA/um 606 / - 6 u/n • 075 + - 8 SMS C 36 c' .5 5 ,.•{ 2.722 ' N t a I I� 1� /aoo /993 l .� Nelir-9GoX4'¢ Lo% Cop /!9 "/ongJ or I -- 11 39Co P Id / II Co/ in serf.'! -!leer co/), I 1 •� b � �_ � • 2-/Z '0 co I o� Deck tj'P• �' Ni .t°� �, l� .fej.6p UEARTt/ANCHOR7 Hc�aro bracket End Fosc/ I / SIS-ccT. AI SECT. A./ r•8 SMSC6'c.� SECT C/ . !6 SMS e 6 renclosed on y) r8 SMS e G-. !Op titin o1) SECT) Sp/ice + t t t I So ce - - member f / z• /' ' • 2-''8SM5 / N. S. / F.S. ELEV. FASCIA SPL/CE (81a#IQ0 _ k=�I 2-•8 SMSewtoeo/)1)1BOX BEAM SPL/CE BETWEEN COGS. S/'HEOULE-AWN/NG W/TN NO OVERHANG SCHEDULE-AwN/NG W/TH OYER ANG T Deck Composite metol neoprene woshvl !2 per eo/.) Co%Cap /<9'/ongJ Co% /nserY / </per co/ 2-/r1 f Co/- Bor bcom- f S w/ dio. mc/o/ 34Co/ Col brothel` — SEC T. F, ¢ e -4 mQX. --r I a S. �.750Y_ _ _ N AWN/NG RAIL 6063-76 A/um.-_ I ICo% insert t 9 I I'll ImoI!! SEC 7- F, r CO MODEL NO. PRO✓. P F S C /A DEC COL. 3" COL. TK- 2 OOT/N .2 FOOT/NG A80 /O ;BwOy .O/8 /P 4, S/o b, Stgke, /=B Cub or- -o to Anchor //-4''Slob Stoke orfYa /=.4' / -8' Cube -/0 3'0' .O/8 /0,-/, /0=/• lob,SlokeorP/o roc /' lc 8' Cube -/O rA//O-/o /0,-0• .0/8 9'-/' 9l` /' Slob, Stoke orfYo 9_/, /;8'cube 7=/0• Slob Stoke or P/o/c //"O' .023 - 8=3' lob Stoke orP/o re .8=3^ /ca' Cube /20 b /2=0' .023 7=7a 7=7' lob Slok crP/oft 7 •7' Tfs Cube s'Nrdheod _ on eh 0-1 ✓S-/4 ol- S-/4, or cQuq/ sn pu//ouY203 �oiN '(_ Se /n OYerg9e So/ 1 �TH ANCHOR Z FASCIA .SPL/CE MEMBER USe rn moor e _good soil .062 tyP COC 3-TCA/un GENERAL NOTES I. Design Toads: Live load 10 psf: Wind load 10 psf: uplift . 10 psf. 2. Awning may be greened tui cn open as insect ' screening or w [h readily re:npvable translucent or transparent flexible plastic screening of not more 1 than 10 mils thickness. 3. Each awning structure shall nave aetacned thereto in a vi si Dle location, an approved identifi- -- - _--- cation insignia. i 4. Aluminum design and stresses are according to Alum. Assoc. 1971 spcs e. with a fat cor of Safety -•�-� /'S6Z a.l for building products. HANGER • 063-T6 A/um CONSTRUCTION ON NOTES 7qt, For conn del /LL7 Fdr / CO/. ev' 1. tarry all footingseo.mco firm ndis[urbed \1,soil.Nax. design soil pressure c 510 osfsee Conc. S/o / \�f1. 1. tontre to shaft nave a screngcn of :oou psi. 'lj "i?ed heo0y t I 3• A11 framing shall be aluminon unless ocner- wise shown. Steel parts shall be galvanized or gnehor,✓S-L4.Ol` ore%<trop/oled It y 8 painted with steel primer and enamel finish. r•CQt.'o�W/1?j-a/71N i!; o/inSerl/ I 4. Steel Fasteners shall be stainless, it value •I. Co/ cap / Eort)S onehor aluminum or cadmium plated. B .l 5• SNS - Sheet metal screws. SNS for roof ,�nehor _ %4 B 6rOekef panel shall nave I/2" dio. camposi ce metal ono ' neoprene washers. mi- WZ752­ ' /• 6. Enclosures shall hoc be ac cached co columns. a l - - Eor7)S onchr %v Z �-Doub.t nuY f welded nut EARTH ANCHOR NOTES 6� L-2XZzX /nslo// verlieo/ -I I. Earth anchor shall be as manufactured by v m iI A. B. Chance Co. is \ Earth anchor ill -Nadel 54;0 tq EA R TN ANCHOR Der Earth anchor tz - Model 1436 in 2. Steel material shall nave '35 4si m yield L 4/ .FOr /�'4s<o/On .I 4•B strength. All parts Shall be ga lvani Sed. K _ J Soil condition shall ee defined as: u) , 3• 3 Good soil - compact well -graded sand and T ' Q i ave:, herd clay. w!:1-9,1d _'IL CO/o,..n Cop grred fine and coarse sand. averaoe soi- ompact fine sand, median / clay, compact sandy loam, loose coarse sand and I_See Schedu/e �P/ /6 X9X/6' P ctrcolmcnl Gnur to grauel. _ /C 4' co n poor soil - Soft clay. clay loam, poorly G/e r - cpacted sand, clays containing large amounts of A/6o/rhe on "yron an CUBE FOOT/NG .SAFETY .STAKE I phosphotCipost rinse s'It' 4. Earth anchors snalI not be used in the Sfee/-A36 de -ionized water following soil traes: L,15 rinse, Spec No, /22/78. Noncompete fill, loose fine sand, at clay, B ASE CONN, WITH L, / COLUMN Caotn aria saturated silt. - /0 Go p/ A57M A36 Sfe� ' l E dt.'c /9uwder G oohn9, usr y apo. /0p.rdc. d B _ �"'Redheod Anchor, J' _,'­z, �~�'1,�1� e/«hvp/o 8 P/ -/2"x i2 "xfLGo a �1 7u/N ar 5-381 min pu//ou1r 357}o AS 7M A 36 Steel ti� \ • i cb ��lc z /2' / 4B _ w�i, / 9 wgsh , )4-8-_,_�� •B CUBE FooTING ed 90/v or a/ecterp/oied CO/VN W/T!'l 3,0 COLC/MN SAFETY STAKE Sfee/- A36 Qp EESS/0,� Ir. `�V 90 / rc ''/JrNn OF W Lev /2•ez-8u' -_ SAFETY STAKE 101 'S"CAte do z Co; /2 Goge nn W//h 14 Co/ A S T4 A36 Sfcel s-` aa��arw oat. ramal\+.a \y• Arr�ovn :4-T7.4C a� t� naso t� �/� '="_ 307/ �•�+ CH/CO rte. • rn... p�r•...� d. pEC E • .v 2- . V S�6X/4 /EDM�OB/L ' HOME AWN• /d2, 7I'Tf,'/ST7A•rE ALUM INC. "PLANAOE TELEPHONE: CA. 95926 (9/6) 343-7954 h •/O GOCON M. AO&-SrRUC WIA 156 V S7 SACAAMW4 CAW.9 rams✓ OE 96 RAW/N6 ' 71GS4A-/ PRO✓. P OvEX HAON6 SPA Aj $e EAM DECk BOX OL. '� TK. 2 / COL OOT/NG �E FOOT/NG LG-42-10 8=0' 2=0 6=0 ,0/8 8=6• Slob, Stake, or, Earth Anchor 8=6' Slob, SfokearP/o 8' /ce' Cube 5'-0' 2-'0' 7=0' .O/B' 7=/O^ 7=/0• Slob Stoke or P/o/c 7!/o /=B' Cube A82-/0 /0=0 2=O'8=0•.018 7'3'l'-ecube, 7e /o Stoke, orP/off /c a'" Combe ILL 512-10 //=0' 2=0' 9=0 .023 6=9' 6=9' lob Stok orP/q / 8 • Cub A/02710 /2 =0' 2=0' /0=0 .02? C=3' 6=3' Slob Stoke orAo 6=A3' /�8^Cuba s'Nrdheod _ on eh 0-1 ✓S-/4 ol- S-/4, or cQuq/ sn pu//ouY203 �oiN '(_ Se /n OYerg9e So/ 1 �TH ANCHOR Z FASCIA .SPL/CE MEMBER USe rn moor e _good soil .062 tyP COC 3-TCA/un GENERAL NOTES I. Design Toads: Live load 10 psf: Wind load 10 psf: uplift . 10 psf. 2. Awning may be greened tui cn open as insect ' screening or w [h readily re:npvable translucent or transparent flexible plastic screening of not more 1 than 10 mils thickness. 3. Each awning structure shall nave aetacned thereto in a vi si Dle location, an approved identifi- -- - _--- cation insignia. i 4. Aluminum design and stresses are according to Alum. Assoc. 1971 spcs e. with a fat cor of Safety -•�-� /'S6Z a.l for building products. HANGER • 063-T6 A/um CONSTRUCTION ON NOTES 7qt, For conn del /LL7 Fdr / CO/. ev' 1. tarry all footingseo.mco firm ndis[urbed \1,soil.Nax. design soil pressure c 510 osfsee Conc. S/o / \�f1. 1. tontre to shaft nave a screngcn of :oou psi. 'lj "i?ed heo0y t I 3• A11 framing shall be aluminon unless ocner- wise shown. Steel parts shall be galvanized or gnehor,✓S-L4.Ol` ore%<trop/oled It y 8 painted with steel primer and enamel finish. r•CQt.'o�W/1?j-a/71N i!; o/inSerl/ I 4. Steel Fasteners shall be stainless, it value •I. Co/ cap / Eort)S onehor aluminum or cadmium plated. B .l 5• SNS - Sheet metal screws. SNS for roof ,�nehor _ %4 B 6rOekef panel shall nave I/2" dio. camposi ce metal ono ' neoprene washers. mi- WZ752­ ' /• 6. Enclosures shall hoc be ac cached co columns. a l - - Eor7)S onchr %v Z �-Doub.t nuY f welded nut EARTH ANCHOR NOTES 6� L-2XZzX /nslo// verlieo/ -I I. Earth anchor shall be as manufactured by v m iI A. B. Chance Co. is \ Earth anchor ill -Nadel 54;0 tq EA R TN ANCHOR Der Earth anchor tz - Model 1436 in 2. Steel material shall nave '35 4si m yield L 4/ .FOr /�'4s<o/On .I 4•B strength. All parts Shall be ga lvani Sed. K _ J Soil condition shall ee defined as: u) , 3• 3 Good soil - compact well -graded sand and T ' Q i ave:, herd clay. w!:1-9,1d _'IL CO/o,..n Cop grred fine and coarse sand. averaoe soi- ompact fine sand, median / clay, compact sandy loam, loose coarse sand and I_See Schedu/e �P/ /6 X9X/6' P ctrcolmcnl Gnur to grauel. _ /C 4' co n poor soil - Soft clay. clay loam, poorly G/e r - cpacted sand, clays containing large amounts of A/6o/rhe on "yron an CUBE FOOT/NG .SAFETY .STAKE I phosphotCipost rinse s'It' 4. Earth anchors snalI not be used in the Sfee/-A36 de -ionized water following soil traes: L,15 rinse, Spec No, /22/78. Noncompete fill, loose fine sand, at clay, B ASE CONN, WITH L, / COLUMN Caotn aria saturated silt. - /0 Go p/ A57M A36 Sfe� ' l E dt.'c /9uwder G oohn9, usr y apo. /0p.rdc. d B _ �"'Redheod Anchor, J' _,'­z, �~�'1,�1� e/«hvp/o 8 P/ -/2"x i2 "xfLGo a �1 7u/N ar 5-381 min pu//ou1r 357}o AS 7M A 36 Steel ti� \ • i cb ��lc z /2' / 4B _ w�i, / 9 wgsh , )4-8-_,_�� •B CUBE FooTING ed 90/v or a/ecterp/oied CO/VN W/T!'l 3,0 COLC/MN SAFETY STAKE Sfee/- A36 Qp EESS/0,� Ir. `�V 90 / rc ''/JrNn OF W Lev /2•ez-8u' -_ SAFETY STAKE 101 'S"CAte do z Co; /2 Goge nn W//h 14 Co/ A S T4 A36 Sfcel s-` aa��arw oat. ramal\+.a \y• Arr�ovn :4-T7.4C a� t� naso t� �/� '="_ 307/ �•�+ CH/CO rte. • rn... p�r•...� d. pEC E • .v 2- . V S�6X/4 /EDM�OB/L ' HOME AWN• /d2, 7I'Tf,'/ST7A•rE ALUM INC. "PLANAOE TELEPHONE: CA. 95926 (9/6) 343-7954 h •/O GOCON M. AO&-SrRUC WIA 156 V S7 SACAAMW4 CAW.9 rams✓ OE 96 RAW/N6 ' 71GS4A-/ M! l',' F'd mlfl� 0 m 0 I E i WAIN APPROVAL, FROM ;TATE OF CALIFORNIA FOR i TItIJCT I1 AT TACHED T O ✓IANUFAC'TLTRF,D HOME 1 it Ur wimmo a w 469 G# IA 0 1 L D11:. � N 7N FIELD. I ... ...._ _ .: . ,. .. VE.cIF . AL ..,NJIONS, ? UTAS &VIE S nx �i'M _ Pl�A.rE � GENERAL NOTE: C JD Cati!o �t.t�.L�• THIS DRAWING BY BOB METZGER - O.D.S. HAS BEEN PROVIDED FOR THE Y i MnjohT OWNER ACCORDING TO THE CALIFORNIA BLDG. & PROFESSIONAL CODE & tO THE CONTRACT BETWEEN B.M.-O.D.S. & THE OWNER_ FOR ANY QUESTIONS �"� A., 5 ��11 .� CALL B. M. OR OWNER. BOB NIETZGER OR O.D.S. IS NOT AN ARCHITECT coWll Plev ip ; \'% •a kS,. ,C, OR IN ANY WAY REPRESENT ITSELF AS AN ARCHITECT OR ENGINEER. ALL �,� � �l�r Mu�l• ENGINEERING F F ENGIN G _DED OR NE THIS PROJECT WILL BE DETERMINED BY THE ��,�� /'��@!^ -,,, � � d/ , :�., ., • •a,� LOCAL BLDG. DEPT. THE WHOLE PROJECT IS SUBJECT TO APPROVAL INSPECTION BY THE LOCAL BLDG. DEPT. BOB METZGER - O.D.S. IS NOT RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF THE PLAN. {\ �� Vii:. \.••- - 3a $ 25NR'f ST-ANDARD NOTES:`Si✓.- TP. L, Sita.t , r, 1. VERIFY ALL DIMENSIONS, NOTES &VIEWS IN FIELD. : { � WA.# --t- - 2• LUMBER, NO. 2 D.F. LARCH TYP. U.O.N. 3. ALL CONC. TO BE 2500 P.S.I., 28 DAY, 5 SACK MIX. tt-q , ALL i ..: waw •' 4. SOIL BEARING RESISTANCE IS BASED ON 1200 P.S.1= r'' 3PR•Oi�a 1A:1'+!`t" ' " 5. (ru ) = APPRbXIMAT£ » "r BRACED B'A'LL PANELS "Simplex" 1. Simplex° structural grade Thermo -ply storm brace with 16 ga. gale. staples with ; aR. rL�d • -'3t' n_Mttll. 7/16" crown and 11/4" legs @ 3": 6" O. C. Staples shall be installed with crowns parallel to framing member to which it is attached. U3. Wood structural panel sheathing with a thickness not less than 5/16 -inch for 16 -- inch stud spacing and not less than 3/8 -inch for 24 -inch stud spacing inrlk�1 itt�Ll�.' UFS 14 Cy l Ac accordance with Table, 23-1-M-1 and 23=I -N-1.("'% "'- wi O. L �------" ' t'�d � � r � ti'iQ� .• t.+�r1C. • 5. Gypsum board [sheathin5 1 /2 "oR,�/13" T �k iCE4 (-' �OT�1�tDC-5 OR> Fay i 51 UIw t' a �; ► G Co %£aO"�T= F k on studs spaced not ove; 2Nnches O. C. and nailed at 7 inches O. C. with � 01►�, . nails as re uireu o TaNe 25-I. 5d �- Aatt?, " — u Y Gt�ot.ERS @ -t" O•�. .«._ -'� 1 s rAOP 4tt.t. .: ►• A. 60 Ti 11 ' � ___..°dot' � $�'M, • 7. Portland cement plaster on studs spaced 16 incbgs O. C. installed in 1tA accordance with Table 25-1. �� 2P , cot3Y Fut.t,lG dt=-wA Ct, t-t� a. Sill nailing at braced wa ° panels shall be 16d @ 5" O. C. (where applicable). G b. Panels shall span three stud bays, be 4'-0" min. wide, and have all edges+ blocke?. c. Wherejoists are perpendicular to braced wall lines above, blocking shall be - provided under and in line with braced wall panels. d. Provide 10" DR Thickeried slab ct interior braced walls (I.B. W_ .) w/l/2 v, A.B.'s @ 5' o.c. (I.B.W.) @ 34' o.c. rnax. ' .. tP e,^ tom., ^k4 m 4 -112"e -44T -X 12 * ti ( L' AA • •: q» +a��w.�11+'�Wau!nuWtfi.r '... 14"..rb,,...J.m':u ..atiMy"^-.---...-.,._ C) Ya•. 1 L. t • a� \/jury' :... 'r .. t"' � - ,._ �. .,�.:. ... ..,.. �.'•i4• r. ep r ww-".`•�..i29Mv�,l�nehw�•�^A�+..�M"�wvM��.: 4 ...r-.�.'.Y ws.-aG.ii a.x.. e� ••.�...uu - .mow .....•.!'+"i%9.G'.ar--.,...,.+G.i.asc%KxW�DaeN»%+ .rr+•+.r.:.w._..«..•.._..+..w,r«•�••+,•yw... , _�.a �,y yS � •PXe.w�'A�fr4 Nry y R �:. � .h � iCV?II��T.01YNfP�iwS(py1, {.�%.•„'§'ib l , I , t � r.i ¢ "° t. � .+_.. ..w,. 3'rY+*•• a fn+s+w,+..e!^:^ .^v,e••,s• •r+ w»s� ur...». 1MT� �•��W� . 1 m X13 0000'r°'4� 15R�S,P R=.2" TYv .25". rvoR • G m R-. 2cis ^ IF 2 J 0.018'• ALUA OO)`S_ TY I1 0} ,0 1:0" T DECORATIVEPLAT, PIINTEO-....,` "lYP: TYP. TYP, 1/20L /.SQ FT HAS A CHEROKEE G. ELASTAMATIC ROOF 18JSTRUCTURAL PANEL COAT NG MAY BE SPRINKLED :!/ OZ /CO FT OF MINN, - .nlnanG co. 'STGNE GRANULES. --� �-`� (ALUMINUM 30G6 -H391) 51's q 13" OR is D.C. 0.016" ALUM. 3003-H14 .DECORATIVE PLATE. PAINTED W/1OZ. /EQ. FT. HAS A CHEROKEE ELASTAMATIC ROOF ' COATING. MAY BE SPRINKLED t=.002 W/10Z./6Q. FT. OF MINN. TYP -� MINING CO. STONE GRANULES.6,00" .9 i8SM5 @ 12'10.0. R .1 5 ` OF. 125' STRUCTURAL K=0.02,A - SE CFC DL__ 'R=O.OJ3" TYP, STANDARD STRUCTURAL PANEL (ALJP.,'INUM 3006 P1391) HI SjX STRUCTURAL PANEL T„ROUGH.B ENDS. OF'A (ALUMINUM 3006-H391) RAILAN,O-E STRUCTURAL PANEL 6" IMII Ph" MAX JVERHANG 'Yr10. SKIS OR 9' D.C. 1 FOR STABILIZER -CLIP ��I th E OR r' DOeT" AT SPLICE SEE NOTE t3 ACH SIDE S L_CE Jr 9T12L0 JH,A I. PA.EL O' TIGHT FIT' A R Qfi 1 - - WOOD SCRFW$ C B B:C. 1 5 SMS Q BE. 13 OR 9'. ox t .0" �S t' .O 0,.,- tG sr,Pa rah TY10 - :1.50•'.. HANGER 1 12J R HCADF. .375". PANEL F n -OTA LIIL1. SEERNOTEPI3 1' ROcL FOR:.fED M8 @13"O CC FOR KFOR 'T' PANEL NI 1 t.� �10xt" 1 OOD SCREI'IS30,8'� 72 SPLICE SITE f f ZN YDE OF HEADER A--- W N.AOL4 A .]b - U 1a GIn3 $ COIrT UOJ+IEA[`FR T2h O C.. �L IEI, _ 60G1 -T5. COVE PANEL .063" ';0. NECTION $RACK E'i S 0.08"'=r.- , t3" nB A" G. U. R N - u' - ' ITYP. TIGHT FIT 1 1°'• CR 9 O.C. 1 STRUCTURAL PANEL ! 1 3" OR 18` +IDE - - - - 0.033"t ROLL FORMED / R=.Ofi2" 7 I�-- } {EAC R SPLICE.. TIGHT FI %%% ,5 '4 X ROUTS - .3]C' F -I INSIDE OF HEADrR 9" OR FtA SFA£'- 1(J E rA fi' fiY, >R 9" O.c._ EACH SIDE of SPLICE / i o3 UORUIB ° PICC YJ..04-I{3O ff @ 6 0 C FOR HTSIX 105.15 ANEL 1 y @ 6''O.C. FOR 13" PANEL t=0.032" @ 9 O.C. FOR L�. f1 18"PANEL 0062AP NFnnEfEl SLICE A A) / OR OR BOLTSa,,i-f,PCIir SI DE OF " c I �- L, TYP. ROLL FORMES H _ DR SPLICEBULT LOCATION -�- -�� c) SPLICE EXTRUDED HEADER "A" SPLICE DETAILS -- - EXTRUDED HEADER "A° A J :OLTS E,,CII OG' t.G5'• 57" 510: BE Pk:ACED AT BEGINNING OF mm 0,062" 410 ,nts. 5 6`1" A - .1 O ( 4 Ai3' _ TVP. :ky0 SMS PLANE AS 5NO �^� I OR 9" O.C. 'THf OUCH ::NUJ //�'1 C R,= 1' O.OT4' I -L. �fTl t rA(.!I E^Jq n Ol .' 0 1>• TYI F. .C6 / 0.0:";: - y/1 ,;- jPLTi __ �� -- 1.50•• ROLL FORMED HANG ER C (ALUM 3004 - H 36) ALTERNATE CAMS L OVER - FFADER "E' BE.".F1 r ALTID. ,5051 l"o) 1 111 ALUM. COL, �A/ SrOTTEII'HOLES . ALL PARTS CA`IT11 EVER I ADEN DETAIL�0 ZING PLAYED- =FI -- •(At'!4N.IJV 00M1-,o)� III fLAll I 1/z' u;oe NOTE Awn ,g sl all J fltl v,d/or 314" v, ane nb n ..1-2-5/f6- 2-5/15'1 BOLES f Hlly TOP OF Moat _ „ , UITUN HO COVER PANEL - ELEVATION SECTION a 3.00' �T II 14SM3 X� f, � ,-'C' T`-"iI `- (ALNT DED HEADER 1 DOLTS _ E - M1 :a OR - HANGER RM - BOTTOA FI Af 0. LIC EXTRUDED HEADER OLUtAN oH0 CORYER OEF.NI \ t8 Mo"IIIsNd ROLL FORMED HEADER'g --, SPLICE, 76061 ELT C AA WT14 A EI) R __ __ D SCHEOUL ------ ) SP INSIDE HEADER. �,,, fIEAOCR HEARING - / '.m• PRO ,• BA �rAT 4� {ALUMINUM 3006- H391) SPLICE DOLT LocATlor! ALunlxlvurM 5o61 -Ts. ,-_, �\]\� I- �._ - 'TUSMS MAX. PfiESSE4-.t.-✓��""-"""_----"^'•-- , d {} 2`1- 'tl1 �. 2-3/4•' r i>24' O,C.lr3/4"Xl2" WOOQORVEOU PAINTED -�•W4 ;' BOLTS OR ' FROfJT EDGE It 11176*MGab/In^YT t/a"fJOT_:PLhC.: CULIftN OEC NATIVEFACIA. MAY i -0 ,j 24 0 AciTTED HOLESBE USED HITH ANY HEADER. 1 0." 2' UNDER COiNFR SEA8 2 Off- ap'. 1 I" la MAX MUM ` OF DETAIL /, D11 _ _ lt4S. �; 12 FRON R -� �TaucivanL RANFL A �:- 'L, HANGER ATTACHMENT FOR ! pOo No iICI::PPn t Ig'.....-� PROFIT OVERHANG a n,., DECORATIVE FACIA P s - °°erk CXISTTNG OOILE HOrAE Y E L. .i.t8 ) _ STABIL LrR CLIPS B DETAIL B HEA�CC�R Y 'lY 3" ALT. COIUd J.IL NI -J: (t�6re ). 1 . LTSI „ ,. ... - - JEnnerx HE ;'+ ANCHOR Dous 0.062" ., ,.. � -- Y-- 3 ..o , AGER"C" SPLICE DETAILS � � ulMa TLAESE ILA. A�, .QIP r02 f Z'LX _ ; DOLT 01 l.;EQUAL - L CC ti 3/16 PRO! D D L DRILLING AA 1 0 r= P JEL 7',, AHXIT %c EXISTING '.:IOBILE I na TOP COLI?l A OJAiE4TI0tE TYP I.:' yf '.,ROQdNI T.NC, )tR _ �r1 /t 6^ ROD .TYP. LIP 0 _47 YP, G 1R,J L 1 TJP ICT 30TT01.1 A HOOF SIDE FACIA �j � ,Tn..AHLI / ,5 1�• ^o. P o3 '. 1 1 - / / y I ALUIi. 3003 ! ruors DETAIL"G STABILIZER CLIPS(FIEADERA") 3 ALT. Al "ri COL: DETAIL 'ro` �o�urMN SHALL s -� �' (ALUM. 6061 -T6)cl. _ �`- � Oc CORATI`JC .:C LOLL ED AT SCORNER _ OF CEDERED BEGINNING .TRUCT!RAL IY! 6.4 Y •'AY BE 3• OR G1 SITPANEL iOLI..'CORATZVF `.OT- USE TAITE2 2.-Y,11 TL BU LT S FILL. PLAN FOR MII i EKED CORNER CORNER D Ali °/SAFETY STAKE ' BEA OP 013 2 -'/.'DOLT &=ZE - _.. __.-. -�-� pp -�' CORN T e1LAM. PHILL'PS R"D HEAD �SELF DRILI TS DE iATL "D" Oy - NCHORG. -- PAN FOR CORNER (BEAM l•^u FITTIN CONN ClIANN EL T t.l I LEI;B:tI I 2-5 ao T OR 2-,ri45.1., j } FOR 'C HCAL-11 - . t / - a ,^ DOLTS - I COLUL`NE - 3" aLU,1 ALT (-. NEARING COLU N. ATTAIN SPLICE1 �. m _'� SPAT ll -J/2 Y 30 LT +� To DorTOr D o.. . L '.rr 11 C F1'J -- - HEADER BEAM OTE: PLACE COF HE A 'EAU AT JJ HEADER .,cA.:i / / / ' ZTEf DL1 I DETAIL "A" A A OT J LAHQC DI`TAIL A HEADER "h0'J 2-Y DOLT cXI T `iE ^lorlx LE f HEADER SP. /, {O.0 ATL 2 k30LTS' L - BSI701 f-LA.'GE q4 _ oa -'"C snls u EOR "C" 2 A I -- HEATED COL ATTACI-I - rnR-JER AEA'•. - eoT o:m-o- 10 T �I "C" HEACCR CETAIL 'Ii:tIL%+R.. CONNER �ICAi 1 S .,TG. LIEAD_P..,P LI.,E .iTl.. '\ A TA 1 TO HEADER. DETAI L "C" MITER CORNER SPLICE TOTE: MINIMUM LENGTH VlHEN ENCLOSED SHALL BE / RU= GN$ 2:4X PROJECTION SPECIAL INET. S ARE USED: WHEN CIS HIS x PANEL - q.,FJR RHTSIX PANELS/SIC'Y LI GHT LENGTTH ..�-"' __"-A'II, IU:1 LL GTH_10 TO EXCEED -LEG"' r!I C- SX PRpJEDTION. .r 000IL HQIV FOR MI II +.UM LENGTH ':THEN B,F012 } SKYLIGHT PANEL/13"STRUCTURAL CNCLOSFD E "TOTE BEL W. PANEL EENGTH=3.6X PRODECTIONy LENGTH WHEN LNFf CLO ED C -FOR i SKYLIGHT PANEL/2-131' XSTRUCTURALI UrIALL Nor BE _ S TEAR_ - - - PANELS LENGTH -I.6 X PROJE TION. PfiOJCOTTCN. rYPI F ALL SI - TURES I AN DIF R STRUCTURAL PANIL. �A _ 2 ' I�.TY A 13 STRUCTURAL t FOR CCHLUMP( SPACING'' (ALt)NII PJUM Q06FIl • G m R-. 2cis ^ IF 2 J 0.018'• ALUA OO)`S_ TY I1 0} ,0 1:0" T DECORATIVEPLAT, PIINTEO-....,` "lYP: TYP. TYP, 1/20L /.SQ FT HAS A CHEROKEE G. ELASTAMATIC ROOF 18JSTRUCTURAL PANEL COAT NG MAY BE SPRINKLED :!/ OZ /CO FT OF MINN, - .nlnanG co. 'STGNE GRANULES. --� �-`� (ALUMINUM 30G6 -H391) 51's q 13" OR is D.C. 0.016" ALUM. 3003-H14 .DECORATIVE PLATE. PAINTED W/1OZ. /EQ. FT. HAS A CHEROKEE ELASTAMATIC ROOF ' COATING. MAY BE SPRINKLED t=.002 W/10Z./6Q. FT. OF MINN. TYP -� MINING CO. STONE GRANULES.6,00" .9 i8SM5 @ 12'10.0. R .1 5 ` OF. 125' STRUCTURAL K=0.02,A - SE CFC DL__ 'R=O.OJ3" TYP, STANDARD STRUCTURAL PANEL (ALJP.,'INUM 3006 P1391) HI SjX STRUCTURAL PANEL T„ROUGH.B ENDS. OF'A (ALUMINUM 3006-H391) RAILAN,O-E STRUCTURAL PANEL 6" IMII Ph" MAX JVERHANG 'Yr10. SKIS OR 9' D.C. 1 FOR STABILIZER -CLIP ��I th E OR r' DOeT" AT SPLICE SEE NOTE t3 ACH SIDE S L_CE Jr 9T12L0 JH,A I. PA.EL O' TIGHT FIT' A R Qfi 1 - - WOOD SCRFW$ C B B:C. 1 5 SMS Q BE. 13 OR 9'. ox t .0" �S t' .O 0,.,- tG sr,Pa rah TY10 - :1.50•'.. HANGER 1 12J R HCADF. .375". PANEL F n -OTA LIIL1. SEERNOTEPI3 1' ROcL FOR:.fED M8 @13"O CC FOR KFOR 'T' PANEL NI 1 t.� �10xt" 1 OOD SCREI'IS30,8'� 72 SPLICE SITE f f ZN YDE OF HEADER A--- W N.AOL4 A .]b - U 1a GIn3 $ COIrT UOJ+IEA[`FR T2h O C.. �L IEI, _ 60G1 -T5. COVE PANEL .063" ';0. NECTION $RACK E'i S 0.08"'=r.- , t3" nB A" G. U. R N - u' - ' ITYP. TIGHT FIT 1 1°'• CR 9 O.C. 1 STRUCTURAL PANEL ! 1 3" OR 18` +IDE - - - - 0.033"t ROLL FORMED / R=.Ofi2" 7 I�-- } {EAC R SPLICE.. TIGHT FI %%% ,5 '4 X ROUTS - .3]C' F -I INSIDE OF HEADrR 9" OR FtA SFA£'- 1(J E rA fi' fiY, >R 9" O.c._ EACH SIDE of SPLICE / i o3 UORUIB ° PICC YJ..04-I{3O ff @ 6 0 C FOR HTSIX 105.15 ANEL 1 y @ 6''O.C. FOR 13" PANEL t=0.032" @ 9 O.C. FOR L�. f1 18"PANEL 0062AP NFnnEfEl SLICE A A) / OR OR BOLTSa,,i-f,PCIir SI DE OF " c I �- L, TYP. ROLL FORMES H _ DR SPLICEBULT LOCATION -�- -�� c) SPLICE EXTRUDED HEADER "A" SPLICE DETAILS -- - EXTRUDED HEADER "A° A J :OLTS E,,CII OG' t.G5'• 57" 510: BE Pk:ACED AT BEGINNING OF mm 0,062" 410 ,nts. 5 6`1" A - .1 O ( 4 Ai3' _ TVP. :ky0 SMS PLANE AS 5NO �^� I OR 9" O.C. 'THf OUCH ::NUJ //�'1 C R,= 1' O.OT4' I -L. �fTl t rA(.!I E^Jq n Ol .' 0 1>• TYI F. .C6 / 0.0:";: - y/1 ,;- jPLTi __ �� -- 1.50•• ROLL FORMED HANG ER C (ALUM 3004 - H 36) ALTERNATE CAMS L OVER - FFADER "E' BE.".F1 r ALTID. ,5051 l"o) 1 111 ALUM. COL, �A/ SrOTTEII'HOLES . ALL PARTS CA`IT11 EVER I ADEN DETAIL�0 ZING PLAYED- =FI -- •(At'!4N.IJV 00M1-,o)� III fLAll I 1/z' u;oe NOTE Awn ,g sl all J fltl v,d/or 314" v, ane nb n ..1-2-5/f6- 2-5/15'1 BOLES f Hlly TOP OF Moat _ „ , UITUN HO COVER PANEL - ELEVATION SECTION a 3.00' �T II 14SM3 X� f, � ,-'C' T`-"iI `- (ALNT DED HEADER 1 DOLTS _ E - M1 :a OR - HANGER RM - BOTTOA FI Af 0. LIC EXTRUDED HEADER OLUtAN oH0 CORYER OEF.NI \ t8 Mo"IIIsNd ROLL FORMED HEADER'g --, SPLICE, 76061 ELT C AA WT14 A EI) R __ __ D SCHEOUL ------ ) SP INSIDE HEADER. �,,, fIEAOCR HEARING - / '.m• PRO ,• BA �rAT 4� {ALUMINUM 3006- H391) SPLICE DOLT LocATlor! ALunlxlvurM 5o61 -Ts. ,-_, �\]\� I- �._ - 'TUSMS MAX. PfiESSE4-.t.-✓��""-"""_----"^'•-- , d {} 2`1- 'tl1 �. 2-3/4•' r i>24' O,C.lr3/4"Xl2" WOOQORVEOU PAINTED -�•W4 ;' BOLTS OR ' FROfJT EDGE It 11176*MGab/In^YT t/a"fJOT_:PLhC.: CULIftN OEC NATIVEFACIA. MAY i -0 ,j 24 0 AciTTED HOLESBE USED HITH ANY HEADER. 1 0." 2' UNDER COiNFR SEA8 2 Off- ap'. 1 I" la MAX MUM ` OF DETAIL /, D11 _ _ lt4S. �; 12 FRON R -� �TaucivanL RANFL A �:- 'L, HANGER ATTACHMENT FOR ! pOo No iICI::PPn t Ig'.....-� PROFIT OVERHANG a n,., DECORATIVE FACIA P s - °°erk CXISTTNG OOILE HOrAE Y E L. .i.t8 ) _ STABIL LrR CLIPS B DETAIL B HEA�CC�R Y 'lY 3" ALT. COIUd J.IL NI -J: (t�6re ). 1 . LTSI „ ,. ... - - JEnnerx HE ;'+ ANCHOR Dous 0.062" ., ,.. � -- Y-- 3 ..o , AGER"C" SPLICE DETAILS � � ulMa TLAESE ILA. A�, .QIP r02 f Z'LX _ ; DOLT 01 l.;EQUAL - L CC ti 3/16 PRO! D D L DRILLING AA 1 0 r= P JEL 7',, AHXIT %c EXISTING '.:IOBILE I na TOP COLI?l A OJAiE4TI0tE TYP I.:' yf '.,ROQdNI T.NC, )tR _ �r1 /t 6^ ROD .TYP. LIP 0 _47 YP, G 1R,J L 1 TJP ICT 30TT01.1 A HOOF SIDE FACIA �j � ,Tn..AHLI / ,5 1�• ^o. P o3 '. 1 1 - / / y I ALUIi. 3003 ! ruors DETAIL"G STABILIZER CLIPS(FIEADERA") 3 ALT. Al "ri COL: DETAIL 'ro` �o�urMN SHALL s -� �' (ALUM. 6061 -T6)cl. _ �`- � Oc CORATI`JC .:C LOLL ED AT SCORNER _ OF CEDERED BEGINNING .TRUCT!RAL IY! 6.4 Y •'AY BE 3• OR G1 SITPANEL iOLI..'CORATZVF `.OT- USE TAITE2 2.-Y,11 TL BU LT S FILL. PLAN FOR MII i EKED CORNER CORNER D Ali °/SAFETY STAKE ' BEA OP 013 2 -'/.'DOLT &=ZE - _.. __.-. -�-� pp -�' CORN T e1LAM. PHILL'PS R"D HEAD �SELF DRILI TS DE iATL "D" Oy - NCHORG. -- PAN FOR CORNER (BEAM l•^u FITTIN CONN ClIANN EL T t.l I LEI;B:tI I 2-5 ao T OR 2-,ri45.1., j } FOR 'C HCAL-11 - . t / - a ,^ DOLTS - I COLUL`NE - 3" aLU,1 ALT (-. NEARING COLU N. ATTAIN SPLICE1 �. m _'� SPAT ll -J/2 Y 30 LT +� To DorTOr D o.. . L '.rr 11 C F1'J -- - HEADER BEAM OTE: PLACE COF HE A 'EAU AT JJ HEADER .,cA.:i / / / ' ZTEf DL1 I DETAIL "A" A A OT J LAHQC DI`TAIL A HEADER "h0'J 2-Y DOLT cXI T `iE ^lorlx LE f HEADER SP. /, {O.0 ATL 2 k30LTS' L - BSI701 f-LA.'GE q4 _ oa -'"C snls u EOR "C" 2 A I -- HEATED COL ATTACI-I - rnR-JER AEA'•. - eoT o:m-o- 10 T �I "C" HEACCR CETAIL 'Ii:tIL%+R.. CONNER �ICAi 1 S .,TG. LIEAD_P..,P LI.,E .iTl.. '\ A TA 1 TO HEADER. DETAI L "C" MITER CORNER SPLICE TOTE: MINIMUM LENGTH VlHEN ENCLOSED SHALL BE / RU= GN$ 2:4X PROJECTION SPECIAL INET. S ARE USED: WHEN CIS HIS x PANEL - q.,FJR RHTSIX PANELS/SIC'Y LI GHT LENGTTH ..�-"' __"-A'II, IU:1 LL GTH_10 TO EXCEED -LEG"' r!I C- SX PRpJEDTION. .r 000IL HQIV FOR MI II +.UM LENGTH ':THEN B,F012 } SKYLIGHT PANEL/13"STRUCTURAL CNCLOSFD E "TOTE BEL W. PANEL EENGTH=3.6X PRODECTIONy LENGTH WHEN LNFf CLO ED C -FOR i SKYLIGHT PANEL/2-131' XSTRUCTURALI UrIALL Nor BE _ S TEAR_ - - - PANELS LENGTH -I.6 X PROJE TION. PfiOJCOTTCN. rYPI F ALL SI - TURES I AN DIF R STRUCTURAL PANIL. �A _ 2 ' NOTE: MIND.:U°.I LENGTH J 'THEN ENCLOSED 'FOR IlXn UIM. .,4xPROJECTI ON t FOR CCHLUMP( SPACING'' 1' !OVERN N.' SEE TAM RIB COLUMN 0 SCHEDULEIT SEE SCHEDULE PERUKE 1 PONT 3 2 TU6C OBLONGS -OF AWNING OR'ALT. 3' TUBE 1. P�i^xx�, 1:1 :�. RIAM.ATTACHHIENYL""'""-°---.__.�.. CO'_UMN; UNITIZED OR 1J ANE( Ir O.L5 i CO'_UMN CR 4X4 L'JOOD COLUMNS. NOTE: MIND.:U°.I LENGTH J 'THEN ENCLOSED 10 TO -- .,4xPROJECTI ON OR 9" O.C. TYPICAL L STRUCTURES TAM RIB COLUMN - ...��� v PERUKE 1 PONT 3 FT. PER EACH 200 50, FT, 0Q SON -OF AWNING No' C! COLUMNS MAY BE ATTACHED DIRECTLY TO A 3% MIN TH CKNESS Go D CONDITIO FRONTVIEW FOR FACIA A DCAPPROVED BYGETS SLAB NT600 ENFORCEMENT jj r AGENCY OR TOA 20 ?0'x2011 HE,ADERS 1JA` B` AND"CA CONCRETE FOOTING OR SAFETY J "TAKE. ALL COLUMYJB TO BE VERTICAL. N,SMiAL ALL-$TRUITURES' - ALTERNATE \�}�' J -„/ 3 .:X2°° RAI _-'_F'.--Tr fJf ILiN 11101 �`'� 2 COLUMN ,0II1�, CTIOIVS A(I� COL_U(v_1H_ D_ETAI_LA 1 CF-IAtNN11EL CONNECTOR GPOU^OLTVE -1.25 zs,'y✓. �. /1'y'; 1 t" L SAFETY STAKE r ALL P11IS HOT -DIP \GALVANIZED 6R E_ECTROPLATEp)- OR ALTERNATE EPDXY SLAT I L TI G 0.28 G.14 _ TYP T H YP _ ``NN -0025' OR - �o.on"- LJr1N$ FJE TRI iIM D CX-Al.k J FACING ALTFRNATE COLUMN (ALUMINUM 30=J3 -N16) _- /✓ jF3orTCi.l FLAL,,r. HATER (ALUM. 6063-T6)' / d /__-_- TOL '.i!' x.,00' TIIICIC ITL. 1 2-'/.' CCITT' MASHER J TYPICAL TT I ACLT oR 4 d ` - - 1 _ EACH .,IDE '.T. MITERBEAM 9 1 - EJLJLJ OLEVISSOL + ��/ K T� / -1LJ 3003-1115 _ 25, ^ f ER iOD Obn"_ t (ALUM. 6061 -Tb) "��' TU - J TORE• „ rYPZJ80. , 2 0., �L(, 9'OCSTRUCTl1RAL PITER BEAM I � T=.U2�I<_i C'LU :I'J_b3 \LTER�IAiE L( ,;M I , l; N 612RF,. T PICAL338 .rJ--_14--_i r 6Aa AL1=ERN,�T E A� �f /I� COIVFIECTi Of�l - � i - 10 TO -- 12 FOO'A' OR 9" O.C. I PROJ"-. ; TAM RIB COLUMN - ...��� N11TEH TI4AN 10' THAN!10 INCCU¢ER'. 3 ` STRUCTURAL PANEL TO 1300-Ht6 ALUMINU M) NtpxlnluM HEIGHT=ta'• 1. P�i^xx�, 1:1 :�. RIAM.ATTACHHIENYL""'""-°---.__.�.. OR 1J ANE( Ir O.L5 i STHUCTU AL PANEL �f \ 0.33 - - - - - - - - -_- - - LA. -B \ NOTE: USE NINIMUNI OF IE'CY_IGHT PANEL PER 4 H I, IS ( PANE!_5 OR MIfJIML'MF O I SKYLIGHT PANE LEER 13" PANEL. ALT. INCE OL. FRONT ELEVATION [ANTI E _R HrJERS"D' 6 "E ovLRPi : SIB \ C ULE. LITE JT r0 E T" „-.11TER It C "+NET ..! 4X4 WOOD COLUMN-- --'- _ o ---r ,4`14X1 3/4"SCREW- 2 x1 XO 3h X20CA. GALV. STEEL CHANNEL BRACKET. TYPICAL TOP AN BOTTO'J„ - ITT ACH TO HEADER SEE3 ALT. / i N YO CONCRETE J -2-#14X1 3/4" CTION' DETAIL FUR SCREWS HMENT A7 BOTTOM OF + N- - 4x4 WOOD COLUMN ._..._,, CONNECTION DETAILS SIDE ELEVATION SKYLIGHT PANEL (POLYVINYL CHLORIDE) FROJ. 1 HEADER I �, nncn I 0 IPROJ. I '*UsE 00LUMN $PAGING FOR 10' **USE COLUMN SPACING FOR 12'' xa*USE WITH HEADER, TYPE "A" ON R0.25 TYP, O] r F11l'X' t=0.025" Ro � R is FHEL. - ALTERNTE COLUMN - 1 TT U6Offif � � TT AT•. ' .. SCHE UL TRUCTURAL PANEL t"� -� , ** x TNAX. COL. *MAX. 'A' **MAX.'B ***L. 0.020" 0.01' - 10 TO -- 12 FOO'A' PRO! PR0.1'. I PROJ"-. ; TTO 0-.024 0.024 { lC B.0 -1i GREATER GREATER &Q 12 NO' TI4AN 10' THAN!10 INCCU¢ER'. '7T�yvl HH J Q, sne''V }JECFX-GGA.f.#5p) F 4'•DIp. ALL PARTS. ZINC, PLATED OR ALTERNATE EPO%Y ABCSCO DISTRIBUIXING-1-11011 COATING. "v"`iiTYiTiR7:. S 46lfS F,UB ""0 STBeiiiys40ii.. TS.G4X$IT NOTE: ABESCO Ahi"f$ MAY BE USED IN T73^c rOLLOxIhe SOIL TYPES:, SANDY ORAyEi ORA fEi, SANT SILTY.. SAND, CLAYEY SAND , SILTY GRAVEL, CLAYEY GRAVE:) CLAY, SANDY CLAY, SILTY. CLAY AND CLAYEY SILT. - NOTE: ALTERNATE EPDXY COATING TO CA LVAMESING: TA APPROVED LECTRO-STATIC PROVIDE A STATE E ,APPLIED EPDXY EPDXY POWDER COATING OF 5 MILL 1HtCXNESS. APPLY PER £PECEFICATICN NO. 22119. GENERAL ROTE _ JS 1'DESIGJ PER ALUM)NUM CONSTRUCTTC`: (MANUAL OF ALU.tINUM ASSOCIAT IOf 1971 DITIGN 2. SOIL 14AY RE ANY NATURAL OIL 02 HELIUM TO NOMPANT FILL, ALLOWABLE SOIL SB R- ING PR URE 500 LB/£Q. FOOT. 3. ST EL PL+,TES TO HAVE.A FY-36KSI, ASTYA 0C ST L SOL- TO 0E ASTM >-307 4. CONCRETE STRENGTH Q 28 DAYS =2000. LP/ EQ IN MIX: 1:2%!3A 1 2.5 3/a, DO NMT EXCEED Tl4GA' . WATER PER SACK CEH N7 5. FA TENS v TO BE STAINLESS, CAD. PJtTES. 01, GALVANIZED ALJ B{9LT5 TO OF 2024 Th, 6. DS51QN LOADS LIVELOA0 =1P LB/SQ,,FT , UPLIFT '=10 LB/SQ. FT. ' Y N C D= B D'LA t0E ES' O N. 2xPROJ AREA WHEN UNENCLOSED' &ONORO5SARA C ]. T'MAY BE ULTH 4: STAIR QFCALIFORNIARARPID/O A 1JINONCLOSURE: S. EACH INSTALLATION SHALL HAVE AN IDEN TY LAD SitODEL NgIIBER SPA NUMBER, MFG, NAME AND DESIGN LIVE LOAD iJ. EACH AWNING ON EACH FACE OF MOS ER HOA SHALL HAVE A SEPE RATF PER NIT 10. AL UMI MUTE SUR ACES E GE IN CO !TACT I TH STEEL SHALL HAVE {,F COAT 0 ZINC CH RO ATC PAINT PER FEB., PE T+P-845. OR EQUAL. - i1.SrEE PLATES SHALL BE DINLJANIZEO OR PAINTED. WITH A VINYL P'� NT. 42,A NIVG ENCLOSVREP SHALL,. NOT RE. ATTACHED TO COLUMNS. 13,OMLT STAOILIZ R CLIP AT `lA' HEADER SPLICE'. MINIMUM DISTANCE BETIYEEN' SPLICES = 15 0, FOR 'A" HEADERS OTHER THAN THIS REQUI,.RFMFNT, HEADERS MAY BE SPLICED AT ANY POINT I RYLIGHF PANEL MATERIAL SHALL J.tE IPUJT:- E3E0 BY.V�m^tI1FAvPl 2ER.:$ }. GOOOflYCH GE`ON, t)TOOA)'. t5. JNINCE USING SKYLIQHT PANELS SHALL BE NO CLOSER TO LOT }INE THAN V. 16.,10000COLOR S SHALL BE REDWOOD NO.2 GRADE -OR PRESSURE TREATED DOUGLAS FIR NO.Z GRADE.' ADMIIRAL -AWNINGS TNG. 1400 N. DALY STREET ANAHEIM, CALIFORNIA 92006 + "REQ. 1-41 to /PCE' no S7 STANUA.RO MOBILE HOME ACCESSORY STRUCTURE i 0-250 . AA -173.0 (ALUMINUM 6061 -ME T 6) " o 0 0 o