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047-440-013
m 'I r 47-44-13 RUEBEN KOHLHOFF F/S Hwy 99E, Chico ►�l Yla�/ ontr: Butte Roofing n lki / Permit#1665-85B(reroof/SF) r 047-440-013 05-0360 'HUGHES, CHARLES 13872 HWY 99, CHICO 'l Cont: OWNER NEW PRI DET SHOP/GARAGE. 047-440-013 05-1790 ' HUGHES, CHARLES "13872 HWY 99, CHICO Cont:.OWNER PUMP HSE_ CONVERSION 047-440-013- - OS -2225 HUGHES, CHARLES , 138721HWY 99, CHICO !`=� Cont: OWNER ADD -REMODEL '+ • +! ��,�� ova-uvo-_A �R � �-A NOTES I RESIDENTIAL PERMIT NO. 047-440-013 05-2225 HUGHES, CHARLES s 13872 HWY 99, CHICO ' Cont: OWNER ADD -REMODEL OFFICE COPY Address GAS Meter By ELECTRIC Date Meter By Date/, SPECIAL CONDITIONS /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY - USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER h J CHECKED BY JOB FINALED (Date) Signature CHECKED BY JOB FINALED (Date) Signature J=OK o = Not OK = Not ReadApplicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s . Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 1. Zoning Requirements -Setbacks -Easements 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L W P LPG 3. Blocking 7. Well Clearance S Disconnect 8. Utility Clearance 10. Roof, Shthg-Roofing 5. Electricity; MH Test 11. ExL; Steps -Doors -Landings Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 9. Exits 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fail -Flex Connector 11. Verify #'s with Office 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date 9. Tie Downs -Type -Installation Cert Date 10. Exits; Insp.-Sketch Card B-1 11. Cert of Occupancy Date Cana B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size=Spacing-Marriage Line 7.- Electric 3. Blocking 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. Gas; MH Test -Demand -Valve 10. Roof, Shthg-Roofing 5. Electricity; MH Test 11. ExL; Steps -Doors -Landings 6. Water, MH Test 7. Water and Sewer Connected Card B-1 Date Card B-1 Date 8. Gas and Electricity Tagged Date POOLS (Plans) OK except #'s 9. Exits 1. Setbacks -Easements 10. License Decals 3. Pool Sticture; Steel -Connections -Thickness Dead Men -Lining 11. Verify #'s with Office 4. Sec.; Receptacles and Lighting, Distance-GFI- 5. Elec.; Pool Lighting; 15 Volts-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I �• MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7.- Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof, Shthg-Roofing 11. ExL; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Sticture Stability 3. Pool Sticture; Steel -Connections -Thickness Dead Men -Lining 4. Sec.; Receptacles and Lighting, Distance-GFI- 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Sec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Cana B-1 Date Card B-1 Date Card B-1 (= ox 1 = Not CK = Not Applimble Not Ready RESIDENTIAL (Single & Duplex) Sate UNDf41FLOOR (Plans) OK except #'s ( giFtg., M6n; Soils -Flet. Gmd.-/ /" Ftg. Depth ( �15 s age; Soils -Steel -Flet. Gmd.-/ /" Ftg. Depth 9• -Porches & Decks; Soils -Steel-/ /" Fto. Depth Se -Hold Downs and Special Anchors --�"i. Slab, Steel -Wrapped 8. Piers -Fire lac Ft .-Steel % -Fitting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenu Ducts; Clearance -Material -Support -Ins. 1 ills -Anchor Bolts-Joists-Vents-Crippies 1 . ccgse�entilation 15Arsulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Pqj=xq0K except #'s 17. W r Htr. ccess-Combustion Air Baffle 1 . i ; TestA Anchor- 'I Protection D 'ngs chor-Nail Protection 2 r Pan; T irst Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date -4j-6(, Card B-1()Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 2$rF"Udure & Transformer Clearance -Ins. Protection ElS�_Receptacles Spacing -Lights & Switches at Doors 26-'S!oxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 28. Equi round made up w/Mech Fasteners -B as &JA&tv- ggfVppTiance Circuits in Kitchen & Conductor Size GFI eed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insylat�d Neutral ❑Yes O No 3 ice- User Conductors &_Ground Main Disconnect Clearances Panels-Motors-Mech. Equip. 3T Clot Closet Light -Shower light -Spa Light 3 moke Detector 8` ri Date j -N Card B-1 U0 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s �()ucts Insulation & Support V�nfFan, Exhaust above insulation 3 . SRtdensate Drain & Overflow, Size & Grade 3 . Furn e -vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date ,� �� Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FRA (Permit) OK except #'s Sill roper Materials & Anchors Ae'WajW9tuds-Naiiing Spacing & Braces -Plates -Sound Aj�AeWalls over Girders & Floor Nailing s r top in Walls (rat proof) 461*"FirWbps, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FWING (Continued) /47. Har gars=Post Caps -An nnectors, _- A81.CIing. Joist-Rftr. TieT--Purlin-Roll B ss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic ess; Size & RorWx.Prdtection-Draft Stop -Ins. Baffles SJ-.�ddrm. Windo iting Doors -S' & imensions 52. efre Protection F annel W�e�ine Frewall & Openings Doors -One T -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fre Protection 6&.-Fry—wood on Roof Overhang -Attic Vents -Rafter Outriggers i 'ling Veneer - s Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5g!Giazing Area -Glass Protection -Skylights -Plastic 6 alts; Nailing -Botts ce Interior/Exterior Wall Panels Insul - alts -Ceilings Itration-Walls-Windows Dat Cana B-1 1,6 Date Card B-1 Date Date Card Date Card B-1 FIN (Plans xcept #'s teps- oor & Sidelight Protection -Landings S e Detector 6 Furnace Vents -clearance -Comb, Air -Connector - Inc e; Above Floor -Ducts -Meth. Protection 6 ceofn &ting .ath Fixtures & TuTAAccess-Sg2r1 . Trim & Su el. Breaker Siz 3 i rr- or stay% t;learance ec.trtl. at Wood PanekML & Ext. 73tfSj,�i . & Appliance; Ground-ALr-Gap-Cooking Clearance 7Ae'F_Ie2tlets & Recepta at Kit. C nter 75000GaraE Fire Door, Swing- -Clo i Dud in M. pec. & Mech. Equip. Listed for Location 15- Elec_R cepfacles in Garaoe (F F.I.)-Romex Protection ag!fns -Foam-Looked in Attic W-Cuppd<ails & Deck Construction -Post Caps 8 Fdn. VgBnts & Crawl Hole Door Drainage ood-Earth ante L ked under Floor es 8 Foll stldJDrive D Yes D No/Walks O Yes O NcRianters O Yes D No 84'Stuaeo Brown -Finish A.C. 86.++N' ve Roof, Plbg-Appliance-Fire ce-Clearance to Openings Well, Disconnect, Electrical, Plumbing 88: Exter' r Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas -Meters Tagged, Gas -Electric 9 r & ewer Connected -C/O to Grade -HD Approval ne Compliance Certificate -Other Certificates ddress Posted 96. c er Date Card B-1 Date Card B-1 Date li)b Card B-1 Date Card B-1 Date 3 -aa -0 -\Card B-1 C_ Date Card B-1 Comments at Final: t { COUNTY OF BUTTE N. BUILDING DIVISION i :. DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE = OWNER U PERMIT NO. 4 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 0 r'n C /2 2eM o.cono b -,,-o 4n n �:. l -U 1 ,l � YYW 0,1910 C �) i� ` I hPM.-• e.e - ►� -b oil 0-4 :�`� 1 -f r/ n U n A U \' 3 Date 12- - Q(0In` s- p r U A es:.v t REV 4/05 Phone # S?7' -7 / (O '1 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 T .. . Ste, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE HI )6q6-5 OWNER j PERMIT NO. �'ra A routine inspection indicates/khat the following violations of Butte County Ordinances exist at the above address and shop Id be corrected. Please call for re -inspection when correction of work is completed.If y u have any questions pertaining to this matter, or need additional explanation, please corytact the Building Inspector as indicated below. q Date Inspector —A(i REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Al :may ' L b��yyy��j Date Inspector —A(i REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 + K�`17"'-�V`f-...� . . .'v"1 �.� i " ^]•'�'.`� ��.."-..�r"r-R..y.%�Vt� MV t��_ .�'f : �{L+�"..�.�^�+'- ti '�' y��Y'�� OWNER PERMIT NO. A routine inspection indicates that a following viola it ons of Butte County Ordinances exist at .. 'COUNTY OF BUTTE''.„.. ....... e } the above address and should b corrected. Please call for re -inspection when correction of BUILDING DIVISION'” . work is completed. If you ha a any questions pertaining to this matter, or need additional explanation, please contact e Building Apector as indicated below. DEPARTMENT OF DEVELOPMENT SERVICES :• 7 County Center Drive • Oroville, CA • (530) 538-7541 A6 CORRECTION OTICE 411 Date --4— REV 4/05 Inspector / Phone # FOR RE -INSPECTION -CALL: 538-7636 OR 891-2834 OWNER PERMIT NO. A routine inspection indicates that a following viola it ons of Butte County Ordinances exist at Sr'3 the above address and should b corrected. Please call for re -inspection when correction of work is completed. If you ha a any questions pertaining to this matter, or need additional explanation, please contact e Building Apector as indicated below. t 44 A6 411 Yet wP� +� 3i. Date --4— REV 4/05 Inspector / Phone # FOR RE -INSPECTION -CALL: 538-7636 OR 891-2834 t COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA'* (530) 538-7541 CORRECTION NOTICE ; OWNER PERMIT NO. A routine/pIse dicates that the following violations of Butte County Ordinances exist at the aboved should be corrected. Please call for re-inspection when correction of work is'cyou have any questions pertaining to this matter, or need additional explanatintact the Building Inspector as indicated below. L17 Y �s A !� Date a 9 `'" Inspector - REV 4/05 Phone #E-98— 7/4 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ...... COUNTY OF BUTTE .....,.,... , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive � Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address afi'd' should be corrected. Please call for re -inspection when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 1, Date 82) -�Ll ��^ Inspector( REV 4/n5 Phnna it 9t FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 fM' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 7 County Center Drive • Oroville, CA • (530) 538-7541 `= CORRECTION NOTICE OWNER PERMIT NO. M:• A A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and sh ,uld"be corrected. Please call for re -inspection when correction of z: work is completed. ou have any questions pertaining to this matter, or need additional explanation, a contact the Building Inspector as indicated below. 86Y Ate- 5�.�, ►��,��D Date 8 1's ^ V (0 Inspector v ts[ [7 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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. BPO52225 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: 09/20/2005 APN: 047-440-013-000 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: 13872 HWY 99 CHI License Class : License Number: Map Index: Date: Contractor: Description: ADD SF(955)GAR(816)COV(714) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES CHARLES E JR & SHANNON C JT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 23 the Contractor's State License Law (Chapter 9 commencing with Section WILLOWS, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95988 violation of Section 7031.5 by any applicant for a permit subjects the (530)894-3893 applicant to a civil penalty of not more than five hundred dollars ($500).): chicochUck@msn.com y9 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 Applicant: HUGHES CHARLES E JR & SHANNON C JT 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 P O BOX 23 sale. If however, the building or improvements are sold within one WILLOWS CA 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 95988 sale.). (530)894-3893 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dater/? Owner: WORKERS' COMPENSATION DECLAR N 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 License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 2485 S.F. 3RC I certify that in the performance of the work for which this permit is Valuation: $93,083.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure wo ' compensation coverage Is unlawful, and shall subject an employer to criminal and one f /•r���. penalties hundred thousand dollars ($100,000), in addition to the cost of r�% compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. --- — ,...... _ _..___ .-r•..0.. __.._.RG ..G_..,-'. SsoueU under the .apiIca ole provisions of the Butte County Code and/or Resolutions to, indicated I hereby affirm that there is a construction lending agency for the work above r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /y/1�, ,. y �%/� y/ - t 7 �} / By: ///��/LC /vyiG �L:� / Name: 1 GS Date: (�j to Address: PERMIT EX'IRES ON: / 'r 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 19627.5 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 agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represee{n-ta.,tiives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: l"S �� • Signature: Date: �zT ❑ Owner ❑ Cohtractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 JjJWATION CERTIFICATE Job Number: E 8016 CHARLES HUGHES ,�, '' 13872 HWY 99, CHICO CA Contractor/Owner Name Job Address (street, city, state) BUTTE County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF -Material: ---- Brand Name: Thickness (inches): I T,1 "' Thermal Resistance (R -Value): I 1 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: I Knauf Thickness (inches): l 12 1 Thermal Resistance (R-Value):1 38 1 Loose Fill Type: I Fiberglass 1 Brand Name: I Knauf I Minimum Installed Weight/ft 1 .569 1 l Minimum Thickness:1 13 1 inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value):1 38 1 3. EXTERIOR WALL Frame Type: l A. Cavity Insulation Material: I Fiberglass Brand Name: I Knauf Thickness (inches):1 61/4 I Thermal Resistance (R-Value):1 19 1 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches): I I Thermal Resistance (R -Value): I 1 4. RAISED FLOOR Material: Fiberglass Brand Name: Knauf Thickness (inches): 1 61/4 i Thermal Resistance (R-Value):1 19 1 5. SLAB FLOOR/PERIMETER Material: I Name: Thickness (inches): I l Thermal Resistance (R -Value): I I Perimeter Insulation Depth Inches: I I 6. FOUNDATION WALL Material: l I Brand Name: Thickness (inches): I I Thermal Resistance (R -Value): I i DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2, 3 & 4 U C ��`' Chico Insulation & Fireplaces Item Number's Signature an Dae Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner 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. BP052225 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: 09/20/2005 APN: 047-440-013-000 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: 13872 HWY 99 CHI License Class : License Number: Map Index: Date: Contractor: Description: ADD SF(955)GAR(816)COV(714) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES CHARLES E JR & SHANNON C JT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 23 the Contractor's State License Law (Chapter 9 commencing with Section WILLOWS, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95988 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 (530)894-3893 applicant to a civil penalty of not more than five hundred dollars ($500).): chicochuck@msn.com 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 Applicant: HUGHES CHARLES E JR & SHANNON C JT 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 P O BOX 23 sale. If however, the building or improvements are sold within one WILLOWS, CA 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 95988 sale.). (530)894-3893 ❑ I, as owner of the property, am . exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ 1taam Exempt under Article 3 of the Business and Professions Code Date: //? d 451 Owner: WORKERS' COMPENSATION DECLAR7tN 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 License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 2485 S.F. Policy #: 3X I certify that in the performance of the work for which this permit is Valuation: $93,083.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: P/,- 71 6 Applicant: WARNING: Failure to secure wo ' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars n addition 0 the cost of./%O�v�S(/ for damages for in Section 3706 the Labor ' J `(� f`� C(J / as provided of compensation, provided code, interest, and attorney's fees./ CONSTRUCTION LENDING AGENCY This permit is hereby issued under thea plicable provisions of the Butte County Code and/or I'hereby affirm that there is a construction lending agency for the Resolufons to work indicated a Eve f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) BY Date: G Name: 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 agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name::/04�L�� L_ I�Sunso l C� �%� • Signature: 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 ^t�% 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 U"1 OFFICE #: (530) 538-7541 1`• A FEE WILL BE REQUIRED AT TIME OFAPPLICATION I f 2 Website: www.buttecounty.net/dds �/ **PLEASE PRINT CLEARLY** OWNER INFORMATION Last N Fi Na Addre City e4'f7cC) State:'�_ ZiVSF °J Phone^3�_3 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name City l C Address Zip��7 City FaJ �j0 State Zip Phone I. Page Fax E-mail Date Approved: Lic. # Class ARCHITECT/ENGINEER Name cam- �.✓�C//tJ,S Address co �w City l C Staie _ Zip��7 Phor� 3Q ' c..� / G2/ vU FaJ �j0 E-mailc State License Number APPLICANT INFORMATION NaMr,*1 Addres�� G7Z�CI jj � O�v City//// St d _T Zy Phme 8 (f93 Fax E-mail/ APPLICANT NATURE X For office use only: Zoning --? — 44 o — ®l �> Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Map Book I. Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # PROJECT LOCATION API b --? — 44 o — ®l �> Propgrt�� remiss 'b'i't��-� City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b4w-." Amount: —1 ';2L0- / o� Bldg O t SRA Receipt #: 43SWS Sheriff SMIP Date: �� Other � l(� ©� �j 7 `'r2�• Total REV 8-12-05 J Description or Scope of Work: _NJ Sq FT- Living WGarage $l� Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b4w-." Amount: —1 ';2L0- / o� Bldg O t SRA Receipt #: 43SWS Sheriff SMIP Date: �� Other � l(� ©� �j 7 `'r2�• Total REV 8-12-05 J f 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 LEGIBLE AND IN INK. ❑ 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 faxes! ❑ 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) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bidgs: (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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 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 (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 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. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action 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 BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 4 I N YVONNE CHRISTOPHER, DIRECTOR LO 7 County Center Drive Scott Rutherford (530).538-7160 ' Oroville, CA 95965 N (530) 538.7601 Telephone L � SUBJECT: Plans Transmittal For Review Per Contract (530) 538.7785 Facsimile N DATE: 08119/2005 N TO: WILLDAN FROM: Scott Rutherford (530).538-7160 ' srutherfordCa7buttecounty.net L � SUBJECT: Plans Transmittal For Review Per Contract O fY1 DATE: 08119/2005 i Applicant: Hughes, Charles Permit No: 05-2225 Project Type: Add -Remodel 047-440-013 100% 70% Plan Check Fees $ 472.92 $ 331.04 $ 472.92 $ 331.04 WILLDAN Fee $ 331.04 Copies Attached: Qty Chk 0 Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►bN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-214.0 PERMIT APPLICATION DATA SHEET 121SOR PARCEL OWNER: �.�- d.NUMB R v 1f7i Proposed Building Use: Q /AJ 4,-,, i(� Permit Technician: Date../O ! v V) Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Z 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Id 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engi6eereedd-plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineerke„d truss details and layouts in duplicate. No faxesl Cl5. LetterTPom Engineer or Architect for truss design review. tl/ 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-siqned by the engineer. q! 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other as - Remaining items needed to issue the permit. (May require additional plan inview upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ 17.' Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... Erosion Control Plan Required...................................................... A ... 0 Fees as shown on the attached Schedule of Fees Due Sheet. sz ..City of Chico Plumbing permit ............................................... ....................... 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry Ian approval ❑ paid. Sent by: ......... O � 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:...V.'... 5 ❑/ 25. Contact Land Development about -Improvements, _ Drainage ........................ j26. NPDES Form............................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... �i 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......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ?94' 3� 7 3 and hold for pickup. I have been informed of the above items ano,requirements for obtaining a building permit. 1. Index permit application for the above it6ms umberedt 2. Additional items required Contractor, designer oras advised of the above data by phone, ❑ mail, ❑ counter, by Contractor, desighe owne was advised of the above data by hone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: 1 1 3 I Structural reviewed y: Date: Structural approved by: W" Note transfer by: Date: Yellow: Building Division Date: (ISIh5 Plan Check Letter 1�1 E.H. USED EY w Piot Ren Attached �1 Ficus Ren Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Z 44 /i� -6"13 Owner Loc ion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Wel Clearance for dwelling. O, Hold final for: Final clearance O.K. for: P � O N -7 /Z i' Environmental Health Specialist ) c� Date 8/96 �'� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE_(SV�p(,�a/ P941 I. 7 .BUILDING PERMIT FEES --- Balance Due ..................... $ (o43, 1 --- FEMA Flood elevation review ... $ ---- Additional plan checking Fee.... $ c3A1� 2. SCHOOL DISTRICT FEES ( CIO (paid at School District Office) (form available after -Plan Check) SHERIFF FEE Akuilding Division) Commercial (sq. ftg.)..... X $0.03 = $ Cl) Sq.Ftg. �� i (paid at (form 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning A.P. # 7 `SCJ— 013 DATE ny RECEIPT # DATE REC. PNK 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at /Building Division) Jd8. SMIP ld�Isi9( O/ / / v 9. DRAINAGE FEE 10. OTHER V 6 ( �� 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE �� S Pursuant to Government Code Section 66020, Wu are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) 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 K NO [ ]. I HAVE ] HAVE NOT [ ] signed an application for a building permit for the proposed work. / 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: 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 SIG ED: PROPERTY OWNER: 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 ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. X MicVael C. Vieir4 C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. epart merit C-' n ii n t Michael Crump, Director of Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination. System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THA11d 11 4ACRE X Project Description: 2;,r CDL Z, Mr_�Q-Phk i76 -d tPect Location and/or Parcel Number; I -3>'a7K H-J -1 fk By signing below, L the project owner/owner's agent, certify that this project WIILL NOT DISTURB 1 acre or more of land and that L 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 andlor 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. Si ed: Title: I I� Date: School District A.P. Number BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ti (One form per Building) Building Department No. C�tt�•^E"U• :ui Jurisdiction:. Q CityCounty Property Owner Property Location Subdivision Residential Development Q No of Living Units " Commercial/Industrial Q New Building Department Lot No. 'On Sq. Footage 8 Mobile Home Additio 'Supplemental to (Group. R) Installation Conversion Permit # 4 •(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility docu nt) Addition District Identification No. (Lo 16/ School District certifies that r r Mj (Street Address) N Sq. Footage (Including Exterior Roofed Areas) Date &-A M & al o I i Al � (City) (State) 10-1 has complied with the requirements of Resolution No.� 9ua 0 representing O�� square feet. Paid by check # / Remarks: phone Number) ,?-S- �;? (Zip Code)' by payment of $ MW - 3 B 2926 $ ULL MITIGATION $ Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Cods Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the Cal. afonda Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mid" Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant). feeform.xls (3M5)drbm BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District k A.P. Number U� ' "CO' V Jurisdiction: " City Property Owner Property Location Subdivision ` Building Department No. County A A _ 4--" District Identification No.n.:.! O -7 School District certifies that I I (Street Address) y y /tel - - • — (APPlicanty, r, (City) (State) has complied with the requirements of Resolution No. (PhoneNumber) ��� 7 (Zip Code) by payment of .$ 3n(& .9 -X representing square feet. B 2926 $ ��o Ak-'I"'-�l School District Representative ULL MITIGATION $ Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees IdentI ied above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any conirt action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMcation Form, the School District Is notified by the applicable Local Planning Agency that th project Is being reviewed under the California Environments! Quality Act (CEM), this project may be subject to additional school Nes to fully mitigate Its Impact on the school district's "sctrools. White (school district), Yellow (building department), Pink (applicant). feetorm.xis (3ro5Ww r.........................................................................l.....� �v �}-., Residential Development Q . Q Q Sq. Footage J No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation "Conversion Permit # ........................................................................................ •(No foundation inspection) S �li Ct Deed Restricted S Foot e q (Attach a signed copy of Deed Restriction and Notice of Limit % se Facility document), Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative / \ Date District Identification No.n.:.! O -7 School District certifies that I I (Street Address) y y /tel - - • — (APPlicanty, r, (City) (State) has complied with the requirements of Resolution No. (PhoneNumber) ��� 7 (Zip Code) by payment of .$ 3n(& .9 -X representing square feet. B 2926 $ ��o Ak-'I"'-�l School District Representative ULL MITIGATION $ Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees IdentI ied above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any conirt action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMcation Form, the School District Is notified by the applicable Local Planning Agency that th project Is being reviewed under the California Environments! Quality Act (CEM), this project may be subject to additional school Nes to fully mitigate Its Impact on the school district's "sctrools. White (school district), Yellow (building department), Pink (applicant). feetorm.xis (3ro5Ww W I LLDAN Serving Public Agencies April 11, 2006 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: i 05-2225 Assessor's Parcel No: 047-440-013 Description: Hughes-Add/Remodel Willdan Project No: 14353-1866-M Dear Mr. Rutherford: r A Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2" d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies, sheets 1 through 11 dated 9/3/02 by Gary Hawkins Architect * Structural Calculations: Two (2) copies dated 9/17/03 by Gary Hawkins Architect * Truss Calculations: Two (2) copies dated 8/11/05 by Jarrod P. Holliday * Energy Calculations: Two (2) copies dated 5/30/03 by Luke Robins * Misc. Documents: Two (2) elevation certificates dated 7/19/05 The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating. to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Hawkins, Fax: 893-0532 s \A/ W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC) 2001 • Part 3, Known as the California Electrical code (CEC) 2004 • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) 2001 CODE ANALYSIS Our plan. review revealed the following information regarding the occupancy designation, type of construction, and other -pertinent features. This information is not* consistent with that shown on the permit. Specific Use Type of Occupancy Type of Construction Stories " 1s1 Floor Sq F Ft 2 "d Floor Sq Ft Total Sq Ft ADDITION R-3 V -N 1 *1404 N/A *1404 COV PORCH R-3 V -N 1 *714 N/A *714 GARAGE U-1 V -N 1 816 N/A 816 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans ,as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Clinton McKinley, C.B.O. Senior Plans Examiner Page 2 of 2 Gustavo Franco, S.E. Structural Plans Examiner Butte County 05-2223 WV.il.ldaa 1 1353-1866-.14ITC1.F NOTES ' ` ' RESIDENTIAL PERMIT NO. ! 047-440-013 �rr HUGHES, CHARLES 'i'�t CBEs ] 3872 HWY 99, CHICO Cont: OWNER NEW PRI DET SHOP/GARAGE PE IT "-I PECTION I DATE f J I BP# - -� EXPIRES: _ -, tri f 5: ` SPECIAL CONDITIONS CHECKED ' BY # SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i 6-Z OFFICE COPY Address GAS Meter By Date ELECTRIC T Meter By / Dal JOB FINALED (Date) _ ( O o o 6 Signature J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ff's KS, POVERS, CARPORTS, GARAGES (Plans) OK except #'s ing Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh -f, 2 . oof; Shthg-Roofing 11. Date 2 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 11. Cert. of Occupancy Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 y._� ....gid' � ,��.� ►.. _-.._._. MISCELLANEOUS Date D% 1.1Z KS, POVERS, CARPORTS, GARAGES (Plans) OK except #'s ing Requirements -Setbacks -Easements Qel�ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric E 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh -f, 2 . oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 2 2: Braced Wall Pagpiq'lrx' Date �i Card B-1 e4v zDate Card B-1 , Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not = NotAApplicable p = Not Ready 32. RESIDENTIAL Date UNDERF OR (Plans) OK except #'s Ca B-1 Date Card B-1 1 Wing -Setbacks-Easements- Flood -Slope tg., Main; Soils-Elec. Grnd.-//a/" Ftg. Depth EYj4NG (Permit) OK except #'s ter Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Shower Pan; Test, First Floor -Tub Access 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Test Tub & Shower, Second Floor -Tub Access 5. Stemwalls, Main; Steel-Blockouts-Wrapped Gas Pipe; Sixe & Anchors 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Fire Sprinkler; Test 6a. Hold Downs and Special Anchors Card B-1 .Date Card B-1 7. Slab, Steel -Wrapped and B-1 ` Date Card B-1 8. Piers -Fireplace Ftg.-Steel Car B-1 Date Card B-1 39. .V; Fall -Fitting -Test -2 Way C/O t rpt 40. F, Gas Pipe; Size Anchor and Gas Pip' ize Test Date 11. Water Pipe; Test -Anchors -Reg or -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 42. 15. Access & Ventilation 16. Insulation (Single & Duplex) Date 32. Card B-1 Date Card B-1 Date 33. Ca B-1 Date Card B-1 Date PL rly EYj4NG (Permit) OK except #'s ter Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 0 0. Shower Pan; Test, First Floor -Tub Access SK 21. Test Tub & Shower, Second Floor -Tub Access Date Date 22. Gas Pipe; Sixe & Anchors Date 23. Fire Sprinkler; Test 36. A.C. Ducts Insulation & Support Card B-1 .Date Card B-1 Date1., Vent Fan, Exhaust above insulation and B-1 ` Date Card B-1 Date - Car B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s F ture & Transformer Clearance -Ins. Protection Ejec. Receptacles Spacing -Lights & Switches at Doors z Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. 1 2 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 297.2 ppliance Circuits in Kitchen & Conductor Size GFI 30'Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes 0 No Date FRAMING (Continued) 47. angers -Post Caps -Anchors -Connectors 4Y Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. 32. Service -Riser Conductors & Ground Main Disconnect Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 33. Equip. Clearances Panels-Motors-Mech. Equip. 57. 34. Clothes Closet Light -Shower Light -Spa Light tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 35. Smoke Detector SK Shear Walls; Nailing -Bolts 61. Date Date , Card B-1 t Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Infiltration -Walls- ows 36. A.C. Ducts Insulation & Support Card B-1 .Date Card B-1 37. Vent Fan, Exhaust above insulation Date FINAL (Plans) OK except #'s 38. Condensate Drain & Overflow, Size & Grade 65. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 84. Card B-1 Date Card B-1 Date A.C. Unit Disconnect, Electrical -Plumbing Card B 1 Date Card B-1 Date FRA G (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground Sills Proper Materials & Anchors Ventilation Throughout House 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound - 91. 43. Bearing Walls over Girders & Floor Nailing Gas Test -Meters Tagged, Gas -Electric 44. Dr Stop in Walls (rat proof) CEL Certificate- they Certifica O . re Stops, Furred Ceilings -Stairs -Chasers -Tubs Address Posted 96. Headers & Beams -Size & Bearing p Date FRAMING (Continued) 47. angers -Post Caps -Anchors -Connectors 4Y Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. iding-Nailing Veneer 0. tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access W. lazing Area -Glass Protection -Skylights -Plastic SK Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 75. 63 Infiltration -Walls- ows Date 78. Card B-1 .Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedr om Exiting 6 . G .. & Bath Fixtures & Tub Access -Spa 6 lec. Trim & Subpanel, Breaker Sizes & Labels 0. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. &Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. O ets & Receptacles at Kit. Counter 75. Gar a Fire Door; Swing -Landing -Closure 7 C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes D No/Walks 0 Yes D No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection t - 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 9 W r & Sewer Connected -C/O to Grade -HD Ap CEL Certificate- they Certifica O . 95. Address Posted 96. F' a Sprin ler Date � and B-1 t Date Card B-1 Date r- Card B-1 Date Card B-1 Date 2- O r -O%Card B-1 QA_6 5. Date Card B-1 Comments at Final: rtUtMAL tMtMlitNUY MANAUkMtNI AlitNUY O.M.B. N0. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE B9. BASE FLOOD ELEVATION(S) Important Read the instructions on pages I.7. 85. SUFFIX SECTION A - PROPERTY OWNER INFORMATION EFFECTIVEDREVISED DATE For Insurance Company Use:_ BUILDING OWNER'S NAME 06007CO320 Policy Number CHARLES HUGHES 412000 A BUILDING STREET ADDRESS (Inducting Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 182.4 ft.(m) Company NAIC Number 13872 Hwy 99 178.2 ft.(m) din f 1 u CITY STATE ZIP CODE Chico CA 95973 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 047-440.013 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Shop LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - W - ##.#N' or ##.❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE Butte County Unincorporated 060017 Butte CA B4. MAP AND PANEL o a) Top of bottom floor (including basement or endosure) B7, FIRM PANEL M B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEDREVISED DATE B8. FLOOD ZONES) (Zone AO, use depth of flooding) 06007CO320 D 4/20100 412000 A 179.8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM - ❑.Community Determined ® Other (Describe): See Comments B11. Indicate the elevation datum used for the BFE in Bg: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation DateNIA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Constriction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Seled the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, ARIAO, Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments Butte County TBM #27 Elevation reference mark used NIA Does the elevaton reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or endosure) 179. 2 ft.(m) M o b) Top of next higher floor N/A. _ft.(m) co o c) Bottom of lowest horizontal structural member (V zones only) N/A. o 0 o d) Attadied garage (top of slab) _ft.(m) NIA. _ft.(m) .01 o e) Lowest elevation of machinery andlor equipment w ,♦ servicing the building (Describe in a Comments area) 182.4 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 178.2 ft.(m) din o g) Highest adacent (finished) grade (HAG) 178. 7 ft.(m) d o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N /A o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B. and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME Lambert 0. Lowe LICENSE NUMBER RCE 59077 TITLE Civil Engineer COMPANY NAME Northstar Engineering ADDRESS CITY STATE ZIP CODE 20 Declaration Drive Chico CA 95973 SIGNATURE�//� �T (2� 11-17-05 (5E30) 89 -16000 -11 IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Inducting Apt, Unit Suite, andior Bldg. o.) oR P.O. ROUTE AND BOX NO. For Insurance Com parry Use; 13872 H 99 Poly Number CiTy Durham STACA TE ZIP CODE 95973 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS TBM: Rebar 4' East of propane tank, Oev =178.75. Base flood elevation was established using a Corp study 'Rock Creek -Keefer Slough Section 205 flood Control Hydrology and Hydraulics estimated 500 year flood plain,' dated February 22, 2000. _ C3e) The lowest machinery or equipment is the electrical panel El Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR4=, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft•(m) _in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No 0 Unknown. The local official must certify this information in Section G. OU, r IUN r - FRUPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS The local official Certificate. Con SECTION G - COMMUNITY INFORMATION Check here if attachments s authorized by law,or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (o E), and G of this Elevation the applicable items) and sign below. G1.0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certfif elevation infnrmatinn rrnrrir---r!o+- eti —,,A,4-- _ G2.0 A community official completed Section E fora building located in Zone A (without a FEMA�ssued or comm nity4ssued rBFE) or Zone A0, G3.0 The following information (Items G4 -G9) is provided for community floodplain management purposes. w . 1 ins penrin nos oeen issued tor: LJ New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the !wilding is: G9. BFE or (in Zone AO) depth of flooding at the building site is: -- --A(m) Datum: _ _• _ ft IMI Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE r COMMENTS FGnnn r:,...,,, o, „ ,__.. _ . _ U Check here if attachments Vy/Uy/2UU5 Ub:42 FAX 5306930532 Gary,Hawkins Architect 10003 3045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 GARY HAWK 1 N $ Fax (530) 893-0532 ARCHITECT . I garyarch@sbcglobal.net z Aug. 29, 2005 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Hughes Residence 13872 Hwy 99 Chico; Ca.95973 Plan Check No.05-0360 14353-1394 AP # 047-440-013 The structural calculations note to use A35 clips at 4811oc along lines "A". of the shop structure connecting the blocking to the top plate. It is OK the use H2.5 clips at each truss to connect the truss to the top plate along these lines. If ou have any questions regarding this item, please do not he,tgte to call this office. C#GH el \G� DH���l� ' v awkins * 18 "1,Architect 8 09/08/2005 06:42 FAX 5308930532 Gary Hawkins Architect IA 002 3.045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 GARY HAWKINS Fax (530) 893-0532 A A C garyarch@sbcglobal.net Aug. 29, 2005 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RF: Hughes Residence a Shop building 13872 Hwy 99 Chico, Ca.95973 Plan Check No.05-0360 14353-1394 AP # 047-440-013 Inspected the installation of anchor bolts for the above mentioned project. The bolts were installed as per structural -calculations. -If you have any questions regarding this item, please do not hesitate to call this office. S' _7_1 'Y' ! Seo AR \V� HAK.,�i�l, r((` Gary Hawkins " �' �-► Architect ,i. .s... 'COUNTY OF BUTTE.- DEPAR,TMENT',OFPUBLIC WORKS ' �, • s` 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT - " PERMIT NO." ASSESSOR.PARCEL NUMBER a� -`/7 V11y�� ' /1°� ZONING C j BUILDING PERMIT " OWNER --, TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS _ CONT,RACTOR�S.NAME / A T E L E P H CONTRACTOR'S MAILING ADDRESS - J 0 L __`:S` 7 U Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1 G.. a "-t.. Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER XPenalty LICENSE NO. Plan Checking Fee $ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS - - Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 �// �j �_�I+.dtf 14'%'� '�^ `ri)�i�. � ��+� ��� � 11 + ,"� � Each Trap 2.00 Solar Water Heater 6 20.00 f'�-- LS y4<tj01JAJ cL_ /�:5,, �'�; tt'.o Water piping. 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or'vent 5.00 -- - Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Q Duplex ❑ Mobi lehome ❑ Other y SPECIFY Building sewer 5.00 Mobile Home S I G I W I I 110.d6ea ' TYPE OF WORK New El Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: — f r'_�f �• Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADONS. ACC. BLDGS. - 21/2jsgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Y❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y ns �I (� License No. / �" " ��` Classification ?a �'% ❑ I, as the owner, or my employees with wages as their sol01 e 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 CONSTR. ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIR ITS NEWCONSTR.POWER APPARATUS & NON .RESID. SINGLE OUTLET CIR. . Occu zo Ex. Occup( p(OUTLETS OR FIXTURES SAL®So FIXED APPLNS. OR \ EX. Occup. OUTLETS (RESID.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities * 15.00 Misc. Wiring 15.00 1 Permit Fee $ Contractor ,- MECHANICAL PERMIT' Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ate( 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. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X + � t � ��� __ �/f �--- Date Signature of Applicant — Owner❑ Contractor ❑ Agent j 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 $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. I PARCEL PD HD SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRETOR,OF PUBLIC �� �—/��t / ,�. i G�J�.4 /' By//" --Z_,_ - - • PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS f Date '/i!Ik �.in. , F 1 Receipt No. l WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT q9 zoo' N � MJ,,P.a-ke ¢�.fflf i JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION -AND PERMIT MIT S'� IJLJ ASSESSOR CEL N M ER ZONING n �5- BUILDING PERMIT OWNERTELEPHO Yk4'3� SQ. FT. OCC. BUILDING VALUATION. OWNER'S IL ING ADDRESS CO RACTOR'S ME „ t ' TELEPHONE . CO RACTOR'S Mg[Aa Mg[ADD SS �)s— Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ �j.��J --D Fling Fee $ 10,00 LENDER'S MAILI ADDRESS Permit Fee $ ARCHITECT OR ENGINE LICENSE No. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS' Permit fee $ BUILDING ADDRESS PLUMBING PERMIT FiiingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 m L� t,cjtLSbbci WfuOPW C— U4-1 Water piping 5.0 LOT NO. SUBDIVISION NAME PARCEL MAP'' Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SFA Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home I S I G 1W I 10-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation El Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000 AMP OR'V OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. .NON.RES,D, 2y2xSgft" CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �� � �-�� Classification G-- � ❑ 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 NF BRANCH CIRCUITS 2.50 ea NEW CONSTR. POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. z0®sot Ex. Occup(ouTLETs OR FIXTURES BALO 30 FIXED Occup. I Ex. OUTLETS P(RESID OR2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 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 OrdinanG e•and State Laws relating to building construction, and hereby authorize representatives.of,t,he Countyot Butte to enter upon the above-mentioned property for inspection'purposes. r I also agree to save, indemnify and keep harm l ess;the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseque a of the granting of this permit. X /l `'�(_ � �'S'- Ti-, ,i2� Date Signature of Applicant — Owner El 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 $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. I PARCEL PD ND SSUE This permit is hereby issued under sions of the Butte County Code and/or Work indicated above for which DIREII� F P ELIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS p� Dae Receipt No.llv� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COJJJV DFp7 OPu C OAKS JUN Z 0 1985 When. recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY of Document Recorded 8 -Feb -2006 2006-0006660 Has not been compared with original BUTTE COUNTY COUNTY RECORDER Space above for Recorder's Use Owner Name: Charles E. Hughes and Shannon C. Hughes -Building Permit No: 05-0360 (Shop/Garage) DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 18th day of January, 2006, _ Charles E. Hughes and Shannon C. Hughes hereinafter referred to as owner(s), is the record owner of the following real property: 13872 Hwy 99, Chico, Ca. 95973 Assessors Parcel Number 047-440-013 and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building Permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05 -0360 --was applied for on June 21, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by .Building Permit No. 05-0360 has been reviewed and approved for only the limited purposes set forth below; and I�. 3 fo VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility. shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building Official or a. change in law has occurred, either of which change allows the uses .otherwise restricted herein to be conducted on the real property described herein. Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by_ the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-0360 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-0360o Owner by Butte County, Owner hereby affirms -Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this '`limited use facility.-'The,undersigndd Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. r If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, . remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott Rutherford, Interim B ilding Official and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the -issuance of Building Permit No.. 05-0360 DATE: , 20 CICO . Owner Signature: Aa" Print 9C Type Name of Above Owner Signature:--� �- - Print or.Type Name of r Scott Rutherford, I teriBuilding Official 13a�o 6 S _. I NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On �D before me, 1�`e T Public, personally appeared C: G1C�.0 �e5 V1 1-liD-DWN�D Notary U , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(re subscribed to the w' instrument and acknowledged to me that the same inrier/their authorized capacity(ies), and that by *hetvylexecuted er/their signature(s) on the instrument the person(s), or the entity upon behalf of h the person(s) acted, executed the instrument. ` WITNE� S y h n and ici seal. KELLI SOLANO COMM. #1487810 NOTARY PUBLIC -CALIFORNIA Sigbafur COUNTYOF'BUTTE al) pires May 4, 2008 STATE OF CALIFORNIA SS COUNTY OF BUTTE On s Public, personally Known to me (or prove to me on the basis of satisfactory evidence) to be the person(s) whose na s is/ re subscribed to the withi trument and acknowledged to me that he s /they executed the same in hi her/ eir authorized capacity(ies), and that by hi er heir signature(s) on the instrum the person(s), or the entity upon behalf of whic the person(s) acted, executed the instrument. WITNESS Signa re Scott Rutherford, In Vr�iirn BBuuilding Official i�CI oG KEW SOLANO COMM. #1487810 NOTARY PPUBLIC.CAUFORNIA COUNTY OF 8 UTTE C°mm' Expires May 4, 2008 J f.� This is to .certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that. Butte County consents to its recordation thereof. Dated: Scott Rutherford Interim Building 0 ficial, Department of Development Services STATE OF CALIFORNIA' ) SS. COUNTY OF BUTTE ) On F:6312 may ►, � oat before me, tj-u---4 , Notary Public, 'personally appeared Som urf+e+2Fo92.C.> personally known to me to be the personKwhose namekes is/3ce-subscribed to the within instrument and acknowledged to me that he/she/they executed the same -in his/ber/their authorized capacity(iee), and that by his/b:er/tb& signatureor�on,the instrument the Tpersor4s}, or the entity upon behalf of which the personLs)-acted, executed the instrument. UMCMUM WITNESS my hand and official seal: ca+aftwon# iawosi Noby Ptwo - canomo 1OM►► cam � 6.2j Sigrr`atOre (Seal) This is to .certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that. Butte County consents to its recordation thereof. Dated: Scott Rutherford Interim Building 0 ficial, Department of Development Services STATE OF CALIFORNIA' ) SS. COUNTY OF BUTTE ) On F:6312 may ►, � oat before me, tj-u---4 , Notary Public, 'personally appeared Som urf+e+2Fo92.C.> personally known to me to be the personKwhose namekes is/3ce-subscribed to the within instrument and acknowledged to me that he/she/they executed the same -in his/ber/their authorized capacity(iee), and that by his/b:er/tb& signatureor�on,the instrument the Tpersor4s}, or the entity upon behalf of which the personLs)-acted, executed the instrument. UMCMUM WITNESS my hand and official seal: ca+aftwon# iawosi Noby Ptwo - canomo 1OM►► cam � 6.2j Sigrr`atOre (Seal) 141"y4Sr 4 8 I �} 032 All'that certain real property situate in the County of Butte, State of '` California, describel as follows: A.portion.of Parcel'S, according to the Map entitled, "MAP SHOWING LANDS OF KOHL HOFF AND GACKSTETTER .IN SECTIONS 29, .30, 31 AND 32, TOWNSHIP '23 NORTH x r,i r RANGE.l EAST, M.D:B.' & M.", which Map was filed in the Office of the {; Recorder' of the County of Butte; State of California, June. 26, 1911, in Map Book .7, at Page' 35, described., as follows: {' COMMENCING at the Southwest corner of Parcel 5 in the centerline of U.S. Highway 99E; thence Easterly along the Southerly line of said Parcel 5, a '•distance of 300 feet to the true point of beginning for the parcel to be µti described; thence-from said true point of beginning Westerly along the It y.;,. Southerly line of said Parcel 5, a distance of 300 feet to the Southwest 304 corner thereof, in the centerline of U.S. Highway 99E; thence Northwesterly ,.; .; ,.. along -the Westerly line of•said Parcel 5 and the-centerline of U.S. Highway 99E, a distance of 235 feet; thence Northeasterly at right angles to the .; Westerly. line of-Parcel 5, a distance of 220 feet to a point; thence Southeasterly in a direct line to the point of beginning. t , , r t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netkdds PERMIT NO. BPO50360 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am li :ensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/21/2005 APN: 047-440-013-000 the Business and Professions Code, and my license is in full force and effect: , License Class: License Number: Site Address: 13872 HWY 99 CHI Date: Cont�actoc Map Index: Description: GAR(1242) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES CHARLES E JR & SHANNON C. JT, permit to construct, alter, improve, demolish, or repair any structure, prior to its issuarim.•also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O• BOX,23 the Contractor's State License Law (Chapter 9 commencing with Section WILLOWS, CA 7000) of Division 3;of'tfie Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption, Any 95988 violation of. Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their - sole compensation, will do the work, and the structure is not intended. or offered.for•sale (Sec., 7044, Business and Professions., Code: The Contractors' State License•Law does not apply to an , Applicant: HUGHES CHARLES E JR & SHANNON C'JT ` " owner of property who. builds or improves thereon, and who does such work himself•or herself or through his or her own employees, provided that such, improvements are not intended or offered for P O BOX'23 sale. If however, the building or'improvements are sold within one year of completion, thla owner -builder will have the burden of WILLOWS, CA proving that he or she did not build or•improve for the purpose of 95988 sale.). ❑:, , J. as owner, of the .property„ , am . exclusively contracting,, with . licensed contractors to construct the.project'(Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business. and: Professions Code Date:CTZ�:• Owner: . WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of penury one of the following declarations: ❑ I have and. will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section' 3700 of the Labor Code, for the performance of the work for which this permit is issued. OI have end will maintain workers' compensation insurance, as Architect: HAWKIN$, GARY required by Section 3700 the Labor. Code, for the performance of Engineer: the work for which this permit is issued. • My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1242 S.F. Policy#: I certify that in. the performance of.the work for which this permit is issued. I in Valuation: $29,808.00 D shall not.employ any person any manner so as- to become subject to the workers' compensation laws of California. Census Code: and agree that, if • I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall, forthwith comply with those provisions. �/ b Date: LI�QfS 'D� Applicant: 46 WARNING:- Failure 'to 'secure wo rs' 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 attomey's,fees.. CONSTRUCTION LENDING AGENCY This permit is hereb ed theapplicable provisions of the Butte County Codr+?nrUpr 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 to7do:��.dicaysuabove r w h fees have been paid. / r �Z f -6 By: G% Name: Date: J PERMIT EXPIRES ON: •" 2/-b 6 Address: Date ❑ I 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.1 have read this application, that the above information is correct, and that 1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: ���1fC / $ Signature: Date: 1`I:10wner 0 Contractor 0 Agent for Owner 0 Agent for Contractor f 4 gay. �s B TE, COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION 01' q Website: www.buttecounty.neddds 3�` 0. "PLEASE PRINT CLEARLY" OWNER Last a irs� Addres�3 071-11cu Al City C O St�te.. Zipc�s�,t�3 0�" Phone S36 . Ejy a �� Fax E-mail CwkCACt��Cac� SSA . CO ARCHITECT/ENGINEER CONTRACTOR Name City C.i�C 0UPr Address ZipQ City Fa �3-(5S State Zip Phone Book Fax E-mail Planner Lic. # Class ARCHITECT/ENGINEER Name Cnr A.mss Addr�ss3-� City C.i�C 0UPr State _ ZipQ Phc,Or 8` 1,L. 7_1 Fa �3-(5S E-mail State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name C) W rN L�-- Address SRA City No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Property dress-l�•(J / a'7Z 9q n1 Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP I BIN# e/�) I LOCATION API 04—? f 3 U Property dress-l�•(J / a'7Z 9q n1 City C0 Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b Amount: Bldg SRA Receipt #: Sheriff SMIP �r Date: Other a- lJJ Total REV 7-27-04 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 LEGIBLE AND IN INK. ❑ 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage 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 in triplicate, (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. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. 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 (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action 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 BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Applicant: Hughes, Charles Permit No: 05-0360 Project Type: Shop APN: 047-440-013 100% - 70% Plan Check Fees $ 329.94 $ 230.96 $ 329.94 $ 230.96 WILLDAN Fee $ 230.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other, Butte County Department of Development Services AUT r YVONNE CHRISTOPHER, DIRECTOR oo ` ) I�� oo ® o 0 7 CountyCenter Drive o = o Oroville, CA 95965 LOUR co (530) 538.7601 Telephone J (530) 538.7785 Facsimile M O TO: WILLDAN ' ® FROM: Scott Rutherford (530) 538-7160 ■ ^ � srutherford Wbuttecountv.net Al ® SUBJECT: Plans Transmittal For Review Per Contract 0 DATE: 2/11/2005 ; Applicant: Hughes, Charles Permit No: 05-0360 Project Type: Shop APN: 047-440-013 100% - 70% Plan Check Fees $ 329.94 $ 230.96 $ 329.94 $ 230.96 WILLDAN Fee $ 230.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other, -:r...�',r.-a.....,.. F�.�...�rrM..�'--.- r"'-�---•••R �+.;,,^v�-..�,.rn-r..-...-"-►-••�.:A:ty.:..+::..��+r.-..-.-a.�..%.•�'`. -._ _l ..-,_ .. � --. -•- r,.•i COUNTY OF BUTTE -DEPARTMENT OF 'DE ' VELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 9595 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER -M 4".4" " Proposed Building Use: �'�„�Q_ Counter Technici Date: Items required in order td ipply fora ermit. All boxes MUST be checked OR marked NA in order to apply. / -1' 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. o 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ Erosion Control Plan Required........................................................................ ........ Fees as shown on the attached Schedule of Fees Due Sheet ..... :........................ �O��2 City of Chico Plumbing permit.............................................................. . 23. California Department of Forestry plan approval P% aid. Sent by Ell 024. Planning approval (A) Use:(B)Parking:(C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... -:40? -' - 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: &9,U S 1. Index permit application for the above ite s numbered: PlanCheclhetter 2. Additional items re uir Contractor, design , owne , was advised of the above data by phone, ❑ mai ❑ counter, by Date: Contractor, designer, ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: gwg2a Date: i L1 - Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # __? — 4®--013 PROPROSED BUILDING USE �' DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES ,Q "' 6,> --- Balance Due ..................... $ y 0 1��%� 6'- i(`_ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) _ 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE WgM (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ /�j� , Sq. Ftg. Amts. C� 6,-Z `-6�_ 10. OTHER Si' ` ( t Y ��j Q` . L r I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE 2� Pursuant to Government Code Section 66020, yoTare hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) i PPR��T UT T�o� 0 0 o < o < \\ ACO U 141 s AUC W��� Department .0 0 u n t 1 J. Michael Crump, Director ®f Public 0 f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water'Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement fLESS THAN I ACRE Project Description: Project Location and/or Parcel Number: t3 R7 Z �±,V �9 IBJ C �*k C4 ' iS"173 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: Title: Date: ti ` Liss than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ;O�WNErR BUItLDERyERIFICATION 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. 0 1 . I personally plan to provide the major labor and material for construction of this proposed (y property improvement: YES [-t�C ] NO[ ]. I HAVE [X] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: 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: PROPERTY OWNER: VDATE: a/q f 0,S 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 ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile :OWNER .BUILDEWINFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensedpersons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Z MicVael C. Vieiri C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 7X7W 1 LLDAN Ma s Street Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com June 14, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1394 Jurisdiction Job No: 05-0360` Assessor's Parcel No: 047-440-013 Description: Hughes Detached Shop Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies, sheets 1 through 4 dated 09/03/02, by Gary Hawkins, Architect ➢ Structural Calculations: Two (2) copies revision dated 05/18/05 by Gary Hawkins, Architect The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to'the project; a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC • Part 4, known as the California Mechanical Code and abbreviated herein as CMC • Part 5, known as the California Plumbing Code and abbreviated herein as CPC • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Specific Use Type of Occupancy Type of Construction Sprinklers 1" Floor Stories Sq Ft 2"d Floor Sq Ft Total Sq Ft Garage U-1 V -N No 1 1242 NA 1242 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS N Our plan review reveals no special inspection needs pursuant to CBC 1701. i Ricardo Guzman, S.E. Plan Check Engineer Ce: Alice Mefford, E-mail: amefford@buttecounty.net Charles Hughes, 13872 Highway 99 North, Chico, CA 95973, Email: chicochuck@msn.com Gary Hawkins, Fax: (530) 893-0532, Email: garyarch@sbcglobal.net Page 2 of 2 County of Butte Permit Number 05-0360 Willd.an Pro�jectNumber 14353-'1394 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) 892-2700 GARY HAWKINS Fax (530) 893-0532 ARCHITECT garyarch@sbcglobal.net Aug. 29, 2005 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Hughes -Residence Shop building 13872 Hwy 99 Chico, Ca.95973 Plan Check No.05-0360 14353-1394 AP # 047-440-013 G Ayl-i (A�1NK 1 N S Sv V5MI f 5r,4 rip J!V� C.D vN I liEs A 411-1 tom I`iispected the installation of anchor bolts for the above mentioned project. The bolts were installed as per structural calculations. If you have any questions regarding this item, please do not hesitate to call this office. *S'erely, Gary Hawkins Architect SL 0r� � S�`ftMIP GARY HAWKINS ARCHITECT 3045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 Fax (530) 893-0532 garyarch@sbcglobal.net Aug. 29, 2005 Butte County Building Division 7 County Center Drive .Oroville, Ca. 95965-3397 RE: Hughes Residence 13872 Hwy 99 Chico, Ca.95973 Plan Check No.05-0360 1435371394 AP # 047-440-013 The structural calculations note to use.A35 clips at 4811oc along lines "A". of the shop structure connecting the blocking to the top plate. It is OK the use H2.5 clips at each truss to connect the truss to the top plate along these lines. &yyHawkins e any questions regarding this item, please do not o call this office. Architect. s .,W .f� w '.S J S Jul 07 05 11:48a . in Chico p.2 .spaces. copy the corresponding IM-on"Z��-�„r S con A ivy9 jlncfudn9.APt :Unit Stele, andlor Bldg Pio.) QR !'.O. idi:i�: Aon artiv w, For h�surance Comfy Use: STAB CA ZIP CODE Cwrrparry 0 -SURVEYOR, esa.- iE 95973 Copy both sides of this Bevation Certificate for 1 emu !4RCFltTEC I CERTIFICATION (CONTINUED) TgM- NTS ) �Y °1 . (z) insurance agentleoampanv. and f31 huitrfinn RPl,ar sig o.... a'_r Base flood elevation was established Propane tank. elev. -17S.7 1; a corp study "Rock Creek -Keefer Slough S�ecfion205 flood ear flood lain", dated Februa 22,2 SECTM E - II DtNG ELEVATION KdFO ..... �bt gSUjiVEY NOT Check here If allad� Far7_ane AO end Zoite A (vgthbut B _ REQUE2ED) FOR ZONE AO I WD �E A (1Nti?apli ` BFE) information for a LOMA or LofR-F, o emust be E1: ftI �. k � �° M is Mended for use as s .e1. Bu"ng Diegram Number completed.. uPOOrting see pages 6 end ?. ff no S tet bufidittg ifMI most.sim star to the building for which this certificate is completed - E2 The top of the bottom boor ( g basem nt� �)"Of 9 buildlrO �a sketch -or photograph,) -(cheat one) the highest aevaeent $rade. (Use POW natural grade. iF available.) 1--L1 K (m) L_�J in. (crit) [_l above or L-1 below E3. For tiuAdtrtg Diagrams 6.8 w11h OPWI gs (we M. The � �f--l� (Orn) abI the tdghest � ROOr or elevated Hoar (elev*on b) of the bu#dI 4 platform of mac Codtplete items C3.h and C3# on kora of form. (dmxk arta) vis l""�' we eptitptrient'servfcing the W&kV is ��l R. (nr) I -I -I m• (Om) l _ l above -or I_I below E5. For Zone AO highest edjaoeltt grade: (Use natural grade, if avaWe.) erdy tino flood depth number Is evar7able, is the top of the bottom floor elevated In accordance with the corrun�,ifir� nma ant _ I No I I Unh,nuw. �. .�. . ordrrranrte2 -.' ' yes • o FEMA-Issried or comm . BFq' a wno completes Section A, g, C (Items C3.h'and C3.i On ,and E forZofie A of lbro tri' -quad 8F� or Zone AO must sign here. The statements in Secborls n' OR OWNER �S ni rTw,or�cn -. _ - a A C, and E are correct to SIGNATURE CITY STATE 7tPCODE ANTS DATE TELEPHONE The local otrela! who is . SECS, f:G - Cp�t1NtTY p1FORMg11pN (Ot'TWkALj - Check here if attactirnar,t4 s+rttwrized by lour or orcgnance 4o atfn>lnist� the Sectioris•A, B; C (irr 4, and G of lids Omti«nrxifiill s Elevation CertihcatQ ( the �dplafn•mattagement ordinance can complete - G9. �+ ormation �o n C was hakes from other doaamertta Spplkable ftem(s) and sign behm or w�teot Vrho is authorized by tete or bcat taw drat been s and embossed by a fteensed surveyor, >: dit in ffie:.Cdrnments area below.) ° � elevation information (in�cate the source and date of the G2. ootmpfBted Section E fat a 1tWd mfg located b Zone A 4�- (without a FEARA issued or communRY-Issued BFE) or G3. ii ;folio" ►domte'tion (hems G¢G9 is pm�fed for Oommundy l�odplain management u G4 G5, DATE PERMI! ISSUED g purposes. . G6. DATE CERT�K.ATE OF COARPLMNi�JOr tJpANCY N G7. . ISSUED' Gt3. ' hoar i ew CortstnrcGon 1 � Substardial Imfxovement -�� (ndudmg ba SFE or M Zene'AO) depOf bufl*V is: th of flooding at the bulldirtg�site is — R (m) Dalton:' LOCAL OFFICIA(S 1tiAME �-- — ft (m) Datum: C.QMis1LrF1I7Y NAME SIGNATURE TELU E � DAIF FEMA Form 81-31, January 2t)03 Cheek here if attachments Renlar:nc alt rxavirnie rd� 'flans . Jul 07 OS 11:48a a the corresponding iatft„Zs .. Simon A. For btsurance C --•--••••.�n.vu OVA rtu. pOrlCy:IVlTlber CITY. Chico STATE CA Z'P 00”- Cwnpaq MAIC Nranber SECTION B-SUfiyf�YOR, t.JPiE 95973 C'� botlr sides of this Bevation Certificate for (f) =nmu !4RCHtTECT CERTIFICATION (CONTINUED) " off. (2) insurance agent/ognpany. and (3) building owner. °ONTs 'IBM: Rebar 4' e 11 ast of propane tank: elev_ 178.75 Base flood elevation was established by using a .ontrni . _ . _ H p.2 "Rock Creek -Keefer Slough Section 205 flood Plain". dated Fehniani 77 7nnn btulmm tc' • BtIILDtNG F-LFVATION ff�FORldA;fi= (SU'111i(VEY NOT REWRtEp) FOR 20taIE AOANDZONE -heck here N a�rn ForZone AO and Zone A (withi>ut BFB, cornptete Items Ef: ii+ MIOt1t BFE information for a LOMA or UOMR+..Section C must be CertifZ is 'srtended for use as Supporting, ff. Budding Diagram dumber - 0°m E2.7he pages 6 and F. t. no crOgramSac� Owbuildinglagla sefft the • rest sirpdar to Me bu&d'mg for v this mbr=te Is bong completed top of the bottom few figenclosum) of the. ' Ide a sketch'or photograph.) (check one) the highest ad natural grade, W l ---LI � (m) L__" in. (an) t_1 above or L1 below P3. For Bullding Diagrams 6.8 yft cperrings (sea page j ft' (m) t--1_�!. (an) above the NI adjadj m tthegramer floor or elevated floor (elevation b) of tfi® butTdeeg is e. E4. The by of the t>latfonn of hinery and/or equipment servlpng the CoMpl� Items C3.h and q1 on kont of form. P. � one) htgheste�djaoent grade. (Use nature! grade, if svaq*e.) DcLW � 1-1--1 ft• (rn)1--1-1 m• (cm) LI above -or l _ !below oW. If no tto0d depth number is eviftlxle, is the bop of the bottom t7oo laln,m einant " floor elevated In acwrdance wAh the corrummin,�� onfmairc .? ' 'J Yes ( I No L i Unlo,nrm , ►-_ . or a r-EMl4 or commu - • -r•....�,•'�"v" m,o ccxnptetes B C Items C3.h and C3.i on , and E forZale A ofm Ibno Y -issued 8F� or Zone AO must sW here. The statements in Sections a B, C, and E are �t to TM OR OUNJER'S AUTHORIZED REpRESENTATNEs NAME SECTlOy.G - COABiM1l1 Check here K aftad 7Tre local ofh¢lel who is eufflooized b Iaw or FNTY INFaRAf�►TTON (OPT1pNAy Y orce to add the11, � ti�dplain man SedIons h B. (r 4. and: G or ft. Elevation Ce �' S G4. rode- �plicabte fie s agement ordinance can complete . onrtatbri n C was taken from m() and sign beta °�Curtrerda5on that has been s or �+Kho is authorized by slate oa focal lewd end embossed by a foensed surveyor, 0h dais fn life; Qdmments area below) !.eBay oevabon artormatiorl. (inccate the source and date of the G2. �orrum>riTy ofTi' eocriplated Seeflat E foe a buiidi f ,({O• mg bcabed b Zane A (without a FEMMssued or communPty-Issued BFE) or G3 i� : °fioiMtion (Nems G4G9 is G4. e ) P�+Ided for oommuniiijr soodplein management purposes. GT. beef sued for N G6. rt�f ti1r1fF !icor (Ind dmg ba L Sutut depth of flooding is: G9. WE or (in tone AO g at the bum srtf � ��g GB. DATE COff) TE OF ISSUED' ---_ • fL (m) Datum: �— • _ ft (M) Datum: stGNATURE TEt.lE DATE . Ctrs FFlutn r=,,,.., n, — • ,, 4arwary zuu3 Cheek here if attachments Renlar-.vc all nravrrort odi6ons NOTES RESIDENTIAL PERMIT NO. —_647 -440-0'13 05-1790 HUGHES; CHARLES 13872 HWY- 99, CHICO 1� ✓ / �- Cont: OWNER G C1�7 (' < ` 11,1 � L -v 1 ; PUMP HSE CONVERSION a � --aaa • �i t: SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER - N - �2 1 In A. / 1 • n -4 Al A AA- AA ,CJ' 111^ .t JOB FINALED (Date) Signature �/ 1�1LJCJ[X " r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER - N - �2 1 In A. / 1 • n -4 Al A AA- AA ,CJ' 111^ .t JOB FINALED (Date) Signature �/ 1�1LJCJ[X J=OK 0 = Not OK NotApplic . = Not Rudyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftl P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B=1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line ' 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -R ulator-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 PW44,V h,ect� Date DEC ,COVERS, CARPOR GARA fans) OK except #'s V . Zo ' g Requirements -Setbacks -Easements al •05 -Z -,'Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7: Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels /� m `9'02 _ Li Date Card B-1 Date Card B-1 Da; Card B-1 Date Card B-1 _ Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNWAFLOOR (Plans) OK except #'s g., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth (J g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth A w -, q., Porches & Decks; Soils -Steel-/ /" Ftq. Depth 6a/(iold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg,-Steel 9. D.W.V.; Fall -Felting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. PI s & Ducts; Clear -Material-Sup -Ins. 1 ers-Sills-Anchor ts-Joists- - rippies Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Puriin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 13 Yes 83. Following tnstldJDrive O Yes O No/Walks O Yes O No/Ranters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or AI Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) - 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Puriin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 13 Yes 83. Following tnstldJDrive O Yes O No/Walks O Yes O No/Ranters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES fY 7 County Center Drive • Oroville, CA • (530) 538-7541 A4:: ` CORRECTION NOTICE �4 1, t OWNER A routine the above work is cc explanatio PERMIT NO. pection icates that the following violations of Butte County Ordinances exist at JdrP,K and should be corrected. Please call for re -inspection when correction of ted. If you have any questions pertaining to this matter, or need additional please contact the Building Inspector as indicated below. Date q-"9 I '�g Inspector I (� REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of Y work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. I . 54 Date y S Inspector. REV 4/05 Phone # S 3� • S3�c� c FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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. BPO51790 B. C. Buildinq Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby. affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/20/2005 APN: 047-440-013-000 the Business and Professions Code, and my license is in full force and effect.Site License Class : License Number: Address: 13872 HWY 99 CHI Map Index: Date: Contractor: Description: ADD BA TO PUMPHOUSE (192) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES CHARLES E JR & SHANNON C JT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 23 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or WILLOWS, CA she is exempt therefrom and the basis for the alleged exemption. Any 95988 violation of Section 7031:5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): lr 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 Applicant: HUGHES CHARLES E JR & SHANNON C JT 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 P O BOX 23 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of WILLOWS, CA proving that he or.she did not build or improve for the purpose of 95988 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code y ds Date: Owner: WORKERS' COMPENSATION DECLA ION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #•' workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 192 S.F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $12,480.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: %rt�)/0— 5 Applicant: —WARNING:—=Failure'_compensation l `� -to -secure _wor rs 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. _V I l b " q J CONSTRUCTION LENDING AGENCY This permit is hereby is ued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to o indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: U Address: PERMIT EXPIRES O V Dat ❑ 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 agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. t�ct Signature: PrintName: Tr�l c �^� l�.l t�—` Date: '126pwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Buildinq Permit 01-16-04 pg 1 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. BPO51790 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/20/2005 APN: 047-440-013-000 the Business and Professions Code, and my license is in full force and effect.Site License Class : License Number: Address: 13872 HWY 99 CHI Map Index: Date: Contractor: Description: ADD BA TO PUMPHOUSE (192) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HUGHES CHARLES E JR & SHANNON C JT permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 23 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or WILLOWS, CA she is exempt therefrom and the basis for the alleged exemption. Any 95988 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Rr 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: HUGHES CHARLES E JR & SHANNON C JT . 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 P O BOX 23 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of WILLOWS, CA proving that he or she did not build or improve for the purpose of 95988 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code Date: % dS Owner: WORKERS' COMPENSATION DECLA ION 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 License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: HAWKINS, GARY required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 192 S.F. I� I certify that in the performance of the work for which this permit is Valuation: $12,480.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure wor rs' 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. I J' CONSTRUCTION LENDING AGENCY This permitii hereby i's ued under the applicableprovisionsof the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to o indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �v Name: By: Date: v Address: PERMIT EXPIRES ON: V (Datd) ❑ 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 1. have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. 01taPT( �4& LS Signature: Print Name: 1"( C Date: }Alowner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 II V, qX,I� UTTE COUNTY PARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 4 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 VI \ A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION \ Website: www.buttecounty.net/dds , l0 • , !!! J * *PLEASE PRINT CLEARLY* * '\al ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name Address City State Zip II l Phone I Fax E-mail APPLICANT GNATURE `i X PERMIT NO. BPOY-/79 BIN # LOCATION OWNER Lasj N@me City C� FiNa e (� Addre City City CC) State Stag zip L� Phon!,,,a. w� Fax E-mail Lic. # ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name Address City State Zip II l Phone I Fax E-mail APPLICANT GNATURE `i X PERMIT NO. BPOY-/79 BIN # LOCATION CONTRACTOR Name City C� Address SRA City Policy Number State Zip Phone LENDING AGENCY Fax E mail Planner Lic. # Class ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name Address City State Zip II l Phone I Fax E-mail APPLICANT GNATURE `i X PERMIT NO. BPOY-/79 BIN # LOCATION AP# © Y 7-- L/ L/V d� 3 Properf/ d?'dres� 7 Z Y3 // "�' City C� Cross Street SRA 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. Subdivision Name LENDING AGENCY Name Address c� o w o Description or Scope of Work: l tr z 00Cv b co PC"eo o AdQsr— 7t3 �m � A6w t7l C) 1� z a wage I Z n v . ucture Built without Permits i x t ' oposed Change of Occupancy C/) n v, Jote previous use): o ° I For office use only: Zoning Flood Zone SRA I es No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS iRATION OF APPLICATION ications for which a permit has not been issued will expire one grafter the date of application. In order to renew action on an ",ication after expiration, a new application, plans and fee will be ,QUEST FOR REFUNDS --funds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: /70t4 7 Bldg qPA Receipt #: Sheriff SMIP Other Date: L�z6-0� Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 1 -0 26 /9 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division i'n order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage 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 in triplicate, (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. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 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 (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action 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 BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 d Butte County Department of Development Services %3Tr YVONNE CHRISTOPHER, DIRECTOR 0 0 o 0 O 7 County Center Drive o . o o 0 0 Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 srutherfordCa)buttecounty.net SUBJECT: Transmittal Plans For Review Per Contract O DATE: 7/11/2005 Applicant: Hughes, Charles Permit No: 05-1790 Project Type: Convert PumpHouse to PoolHouse 047-440-013 100% 70% Plan Check Fees $ 170.47 $ 119.33 " $ 170.47 $ 119.33 WILLDAN Fee $ 119.33 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other � -...ver..- . � .1, ., r . -. ... � •t _ �.5. ,,..r. . ...r ., .. Y Y ,, . ` ,. 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 'J OWNER: / 6/ � ASSESSOR PARCEL NUMBER D 1,/ 7- 7 ll0 D/ Proposed Building Use: R'" pPermit Technician: Date: % 7 r6) 5 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. !�j 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. +J 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4.sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ;..0 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. must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form �❑/ �/ 13. "Acknowledgement of building permit application without required clearances. ❑ '14. Other \ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) d 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .01 17.- Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 1118. Soils Report and/or Engineered Foundation required ........................................... O1 Erosion Control Plan Required........................................................................ �p ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. \ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ... 24. Planning approval for (A) Use: OK--(B)Parking: (C) Parcel Check: V........ o \ O 25. Contact Land Development about _ Improvements, _ Drainage ........................ �]J 26. NPDES Form..........., ........................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ / 29. Worker's Compensation Carrier and Policy Number .......................................... ^� 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ty .O 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction....................`...................................................................... ❑, 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO :........................ ❑ 36. Other: ❑ 37. Other: When issued Telephone 0I441 -4Q`5 61 L-1 38� 3 and hold for pickup. I have been informed of the above itemL and requirements for obtaining a building permit. All of these Applicant: Date: 7171ee5 1. Index permit application for the gbov items numbered: Plan Check Letter 2. Additional items required l / Contractor, designeas advised of the above data by phone, ❑ mail, ❑ counter, Date: Contractor, designer, o ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: 11 Date: Structural reviewed by: Date: Structural approved by: ► Date: Note transfer by: _ Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Piot Plan Attechod Floor Man Atnschod 8-5 Sent to HU es 13Y72 guy ''9 -117 440—,,:V-3 Ownler Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well k Clearance for elliffg. Other SXGo tm�o Hold final for: Final clearance O.K. for: NOTE: ce-.-7 le' �sfrP, S�fG s-/S�s' Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ;PROPROS BUILDING USE PV IM P 8TJL' &r_ r -^J Ll "I (!r 1 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ (/ itional plan checking Fee.... $ v�.vav vu L �. r uv - e v (paid at School District ffice) (form availab after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq. Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) P � 8. SMIP 9. OTHER 10. OTHER 11. OTHER A.P. # 6 q-7— r L 0-0.' DATE -7- 6 RECEIPT # D TE REC. s At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking proc APPLICANT DATE Pursuant to Govemment Code Section 6602r—yo-./.re, hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) SDE _C:: ��.��s.��.� �..w-�:�_nz��•- ...�::��� - :.., IS 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. �. I personally plan to provide the major labor and material for construction of this proposed property improvement: i YES [X ] NO [ ]. ��- I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: 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: PROPERTY OWNER: ' 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 ADMINISTRATION t BUILDING `GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Micypel C. Vieir`, C.B.O. Mailager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. -\\- Department of Public �lorks C o u n t y o f B u t t e Director LAND DEVELOPMENT DIVISION ). Michael Crunp Storm Water Management Program P0 7 County Center Drive 1 / Oroville, CA 95965 538 7266 - �LIC VWq (FAX) 538-7171 National Pollutant Discharge Elimination System/ (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LFLESS THAN 1 ACRE Project Description: AU/"/S Project Location and/or Parcel Number: 0'17— t `1%—Bl3 cb `3 6 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: Title: Date: 6),W a �47Serving WI LLDA�N Public _ies M �... . September 13, 2005 Scott -Rutherford Butte County Building Department 7 Courity Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1790 Assessor's Parcel No: 047-440-013 Description: Huges-Convert Pumphouse to Poolhouse Willdan Project No: 14353-1774-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Three (3) copies, sheets 1 through 2 dated 09/03/02 by Gary Hawkins, Architect. * Misc. Documents: Three (3) copies of an Elevation Certificate, dated 04/29/05, revisions dated 09/01/05 by Lambert O. Lowe, P.E. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit application. Specific Type of Type of Stories 1" Floor Sq 2" Floor Sq Total Sq Ft Use Occupancy Construction Ft Ft Poolhouse R-3 V -N 1 192 NA 192 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. Upon completion of the structure, the elevation of the lowest floor shall be certified by a registered professional engineer or surveyor & verified by a Butte Co. building inspector to be properly elevated, & the cert. & verification provided to the Flood Plain Administrator. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Isaacu Kuster Plans Examiner Thank you Cc: Alice Mefford, amefford@buttecounty.net Charles Hughes, 13872 Hwy 99 N, Chico, CA 95973 Email: chicochuck@msn.com Page 2 of Butte County 05-1790 Willdan 1.4353-1774-.M.PC2 ADDRES. DESCRIPTION OF BUILDINGS 14 sidg- SttSe Fond. Walla Exterior Roof Floor a Interior De Fail (9 Second Story Year ESI.To. (9 No. rucure izu Type Cover or Loft Built ESI. 4t 2V 5-;Z MISCELLANEOUS BUILDING RECORD ARC. -I. HEE7-Z<'OF�SHEET E 11 LO Ln 0 to G COMPUTATION All .131-h 9 -Ab ..... ...... ..... . .. ..... .. .... .... ..... .. .. .. .. .. .... .... . .. .. a-, (./,A �en(,.vlcF- —891-27/8 <1A SITE PLAN REVIEW APPLICATION ` Date: (¢ l 7O,l AP# a% 7-1-1`10-013 Permit Number (if applicable) ©5 0300 APPLICANT INFORMATION Parcel Size: 7� Owners Name: CA �� Owners Address: 139-7v2__ � 4V i ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) 7nad SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (Seeattached) • Flood Zone: • Flood Panel No.: 060107CIndex Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) X North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: k--( 6P_ft�l Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 CA Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ' ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 2 Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standarp for Deed Cre Comments:- , d Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name: NoYes ❑ Yes ❑ Yes 11 Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa K Page 4 of 5 40 ❑ J I - Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:UmuslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 f When recorded return to: County of Butte Department of Development Services Building Division _ 7 County Center Drive Oroville, CA 95965-3397 (rev.7/05) Owner Name: Charles E. Huc 2006-0006660 Recorded I REC FEE 22.00 Official yyRecords I CoButte f I CONFORM COPY 1.00 CAMNU J. GRUBB5 I County Clerk -Recorder! I I HL 03:0 08 -Feb -2M I Page I of 6 Space above for Recorder's Use hes and Shannon C. Hughes Building Permit No: 05-0360 (Shop/Garage) DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 18th day of January, 2006, Charles E. Hughes and Shannon C. Hughes hereinafter referred to as owner(s), is the record owner of the following real property: 13872 Hwy 99, Chico, Ca. 95973 Assessors Parcel Number 047-440-013 , and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. • WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 05-0360 was applied for on June 21, 2005 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 05-0360 has been reviewed.and approved for only the limited purposes set forth below; 'and l�. i R b )kk— E VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a change in use or character of use has been approved by the Butte County Building Official or a change in law has occurred, either of which change allows the uses otherwise restricted herein to be conducted on the real property described herein. ' Under either circumstance allowing such change in use, Owner shall be entitled to have this Deed Restriction and Notice of Limited Use Facility rescinded by the execution of a subsequent document entitled Rescission of Deed Restriction and Notice of Limited -Use Facility by the Director of Development Services; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 05-0360 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 05-0360o Owner by, Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: no living, sleeping or cooking. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. ' This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged Scott Rutherford, , 4 Interim B ilding Official - oF and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-0360 DATE: C) ' .20 C)G Scott Rutherford, I terim Building Official T16 fod Owner Signature: z- z4z.—, C lc� zs- Print Type Name of Above Owner Signature: C S ahv� oY1 vt S Print or Type Name of Ab y and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 05-0360 DATE: C) ' .20 C)G Scott Rutherford, I terim Building Official T16 fod Owner Signature: z- z4z.—, C lc� zs- Print Type Name of Above Owner Signature: C S ahv� oY1 vt S Print or Type Name of Ab NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) 1 On �" C) before me On `�U _, Notary Public, personally appeared (' �`t1Q( �eS �', , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose namesre subscribed to the w' ' instrument and acknowledged to me that executed the same iner/their authorized capacity(ies), and that by *he/g�vy er/their signatures) on the Instrument the person(s), or the entity upon behalf of h the person(s) acted, executed the instrument. STATE OF CALIFORNIA ) COUNTY OF BUTTE ) On V�s1 Public, pe sonally appeared me, SS. . w KELLI SOLANO COMM. #1487810 Q ®' NOTARYPUBLIGCALIFORNIA COUNTY OF BUTTE -c alf plres May 4, 2008 Notary personally known to me (or prove to me on the basis of satisfactory evidence) to be the person(s) whose n6s/they is/ re subscribed to the withi trument and acknowledged to me that hexecuted the same in hi her/ eir authorized capacity(ies), and that by hiheir signature(s) on the instrum -the person(s), or the entity upon behalf of we person(s) acted, executed the instrument. WITNESS Si r Scott Rutherford, In nm Building Official I�0C 06 KELLI SOLANO COMM, #1487810 NOTARY PUBLIC-CALIFORN COUNTY OF'B UTIf Cmmm. Expires May 4, 2008 This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: Q Scott Rutherford Interim Building 0 ficial, Department of Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On g12� ►, 2-ccbefore me, Notary Public, personally appeared S .em uTwearoal� personally known to me to be the persor*sTwhose nameWis/awsubscribed to the within instrument and acknowledged to me that he/shetbey executed the same in his/her/th& authorized capacitya8e), and that by his/bw/tl & signature(oon the instrument the persor4}, or the -entity upon behalf of which the personfA�cted, executed the instrument. WITNESS my hand and official seal. V Si. AtOre aM� CamiNMo� MUM afty ^ao • Cmanft ou" CaMr (Seal) u.14 032 All'that certain real property situate in the County r ' California, described as follows: of Butte, State of A portion of Parcel 5, according to the Map entitled, "MAP SHOWING LANDS OF KOHLHOFF AND GACKSTETTER IN SECTIONS 29, 30, 31 AND 32, TOWNSHIP -23 NORTH,:.. MANGE 1 EAST, M.D.B. & M., which Map was filed in the Office of the Recorder'of the County of Butte$ State of California, June 26, 1911, in Map Book 7, at Page 35, described•as follows: COMMENCING at the Southwest corner of Parcel 5 in the centerline of U.S. Highway 99E; thence Easterly along the Southerly line of said Parcel 5, a ::•:,:. '•dis•tance of 300 feet to the true point of beginning for the parcel to be described; thence from said true point of beginning Westerly along the Southerly line of said Parcel 5, a distance of 300 feet to the Southwest �; corner thereof, in the centerline of U.S. Highway 99E; thence Northwesterly,,.Af' along the Westerly line of said Parcel 5 and the centerline of U.S. Highway 99E, a distance of 235 feet; thence Northeasterly at right angles to the Westerly line of Parcel 5, a distance of 220 feet to a point; thence Southeasterly in a direct line to the point of beginning. flYRh V END OF DOCUMENT 5�l 3�G6 _.�,.,�. "' N �_ � . eslgn Truss Take -off Design & Sales sistance Monte Call - 793 Camellia Dr (530) 811.4132 Of f ice Paradise, CA 95969 (530) 811.4132 FAX TRUSS ENGINEERING Hughes Residence VISIte O V. �I s o6 Construction Framing Specialists CFST2 (530) 342-5844 4 Truswal Systems (800) 322-4045 cril Buy.. 14 lmy BUILE)INO DIVJSIOI&v APPROVED' HUGHES RESIDENCE HUGHES GARAGE QUA T i E QOU-r,� BUILDING Job Name: JCHUGHES MEMBER FORCES: TC 2x4 DFL #1 Sc 214 DFL 81 GBL BLK STaNDARD Lo0PDaS-for 1SF nor-ccrr CIatae>. Permanent bracing a required (by olhere) to prevont reterealloppling. See 9C51 1-03 and ANSIfTPl 1. PLATING BASED ON GREEN LUMBER VALUES. F T9Z Durham Darton Hi llway Durham. CA 9 938 9 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: Al PleDnq spat : ANSIRPI = 1995 THIS DESIGN ISE COMPOSITE RESULT OF IF 11�ANT1GER9OARECINADIGTED ON TNIS DRANnNG, ' THEY ARE BASED ON 1S. HANGER NAILS FG RG' AND 3• HANGER NAILS FOR-PLY GIRDERS. IF 2.S GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Ma ed to teptosforg blo blodu. BUILDING DESIGNER MUST VERIFY GABLE LOADSI l•l gablo bracing requited ®5B' morals, (f e�osad to veld bed a led b face. Sea •General GeDlo Dale . C002065035. ; 9 0 o all tD' 9NTgT�QT� TNW DT Q oT�Q 49; vvoT4� #LC = 16 WT: 101# TC Live 16.00 psf LiveDur L=1.25 P=1.15 N 11 SnowDur L=1.15 P=1.15 1 710 2 37 4 5 6 8 9 1 1 1.00 /1.00 / 1.00 7r 00 7.0-0-1 Bldg Code: UBC -97 3-4 111 - 1) 14-7-0 13 14 . 15 116 1117 18 19 0 -1 �122 23 1740 9? �i -4� oN�Y AVE COQ q1y� TYPICAL P TE : 5-4 O R NTINUOUS SUPPORT r r61 RIVIIV V Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design b fndivitl for an ual building component not tries system It has been based on specifications provided by the component manufacturer end done 1n accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional eectrrary. Dimenaiorle are to be verified by the component manufacturer andior building designer prior to fabrication. The building designer must ascertain Net the loads u18'¢ad an this tlesign meet or el¢eed the leading imposed by the burl building code and the particular application. The design assumes that the by chord Is laterally braced by the roof or floor sheathing and the bottom chord is laterally bmwd by a rigid sheathing matehal directly attached. unless otherwise . noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell net bo placed in any enw=r.mem ktkek wnI - me moisture content of u a wood te O=ad 19%and/or rause connector plata cortosbn. Fabricate. Dandle, install and brace this truss in accordance with Ilia (oullwing 31aniiar S.'jilim and C Ong QBtall Repots' Svabble as output from Truswal software, 'ANSIr pl 1. WTCA I'- Wood hues Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATIOrf. - (BCSI 1-03) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Twa Plate Institute (TPI) is located at 563 DO No Drive. Madison, w nein 5371 a. The American Forest and Paper Association (AFPA) b located at 1111 19th St -L NW, Ste 800, Washington; DC 20036. This truss is designed using the Bldg Enclosed Code. Yea Impon-co Factor . 1.W Tnoa Lomtbn End Zone Hunicona/Ooean Lbe = No , Erre Catopory- B Bldg Length - 50.00 N. Bldg Width - 14.58 ft Mean coo he'ghf = 10.31 ft mph = 80 UBC Slarden Occupancy bead Load = 21.0 pat -LOAD CASE P7 DESIGN LOADS - Dir L.PI1 L.Loc FIR" R.I- LLfrL TC Vert 74.00-1-5.2 74.00 0- 0- 0 0.43 TC Ven 108.00 0. 0. 0 158.00 7- 3 8 0.51 TC Von 158.00 7.38 708.00 147.0 0.49 TC Ven 74.00 14 7- 0 74.00 IS -0.2 0.43 SC Ven 20.00 0.0.0 20.00 14-7.0 0.00 BUTTE COUNTY " BUILDING VISIO APPROVFr _T - - Cust DA WO: Drive_NJchughes_L00007_JO0001 Dsgnr. KJD #LC = 16 WT: 101# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead . 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 /1.00 / 1.00 BC Dead 10.00 psf O.C:Spacing 2-0'0 Bldg Code: UBC -97 DEFL RATIO: U360 TC: U360 Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D TC 2r4 DFL #1 1 0- 1-12 645 3.50' 1.50' BC 2x4 DFL #1 2 14-5-4 645 3.5(r 1.50' WEB 2x4 PERSTANDARD BRG REQUIREMENTS shown are based ONLY PLATE /oVALUES PER IC80 RESEARCH REPORT p1607. Loedod r 10 PSF non -eon re BCLL. on the W55 RNleflal at each bearing PLATING BASED ON GREEN LUMBER VALUES. 6-7 (LIVE) LC 8 IC COMP. DUR.y TENS.(DUR.) CSI 1-2 -780 1. 1 0.11 2-3 -595 1.25 0.11 3-0 5951.25 0.11 4-5 -780 1.25 0.1 t BC COMP.(DUR. TENS.(OUR.) CSI e-7 / 841 '.25))0.37 7- / 6411.25) 0.31 S COPDUFL� TENSfUR.) CSI2 .(y 7 7 .7(0a -2030.25Y 52(1.60) 0.07 F 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 4t5 0-4-5 Truss ID: A2 Plating spec : hisirrPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR 1 -PLY AND 3. HANGER HAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 7-3-87-3-8 1 2 13 4 5 7.00 -7.00 3.5-4 W:308 B2 R:645 W:308 U: R:645 U: 5 -1 SHIP 0-4-5 rVJ4 MVI111 V Read all notes on this sheet and givea' copy of it to the Erecting Contractor. This design is for an indW-1 building component not truce system. It hes been based on specificatIons Provided by the component manufacturer and done in accordance with the current wmiom of TPI end'AFPA design standards. No responsibility LT assumed for dimmuional accuracy. Cimenraiono are to be wrirred by the component mamAn tam, and/or Wilding deaigner.prior to fabrication. The building designer must ascenain that the beds ubTimd 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 neer sheathing and the bottom chord I$ laterally braced by a rigid sheathing materiel directly attached. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. Thu mmpononl shell not be placed in any environment that will cause the moistura content of Iho wood to exceed 119% and/or cause connector plate corrosion. Fabricate, handle, insra0 SI end brace this cuss in accordance with the followingfollowingatontloda:'Joint end Cutting Dema Rs' available es output from Truswal software, (SC/TPI t', WTCA t' - Wootl Truss Cour I of America Standard Design Responsibilities, 13LRLDING COMPONENT SAFETY INFORMATION. (SCSI 1-03) and SCSI SUMMARY SHEETS' by wrcA and TPI. Tha Truss Plot. Institute fTPI) Ls borated at 5113 O'OnofAo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) I. located .11111 19th Street, HW, Ste 800, Washington, DC 20038. I 2 This truss lo designed using the aMg Endorsee -Y Imponnnoa Fede. - 1.00 Trace L=Wn -End Zona Hurricane/Ocean Lina - No. Category - B Bldg Length - 80.00 ft. Bldg Width - i4.58 h Mean moi he' M = 10.31 fL mph - 80 UBC Standard Occupancy, Deed Load - 21.0 psi bill".j"y APPRO %'0,� 7/19/2006 - Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 84# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 'P=1.15 TC Dead 11.00 psf Rep Mbr Bnd /Comp / Tens BC Live 0.00 psf 1.15 / 1.00 /1.00. BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 ncct b.r- , ,.,f., - . '- Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 8 BU. 1 0- 1-12 5097 3.50' 2.72' BC 215 DFL #2 2 14- 5- 4 5097 3.50' 2.72' WEB 2x4 DFL STANDARD 3RG REQUIREMENTS shown are based ONLY Lumber sheer eilowebba are par NDS. PLATE VALUES PER ICBO RESEARCH PORT e160T. On the truss material at each bearing Loadod for 10 PSF non -concurrent BOLL. MAX DEFLECTION (s an : L1999 MEM 8-9 (LIVE) LC 1 Permanem bracing is required (by otha to ntatio1. ppling. See CSI 1 L= -0.05- D= -0.07' T= -0.12' and Ara N red ANsI/TPI 1. CRITICAL MEMBER FORCES: TC COMP.(DUR.V TENS.(DUR.) CSI 2-3 -51071.25 0. 3-0 -5107 1:25 0.1111 4-5 -7299(l.25Y 0.35 BC COMP.(DUR.V TENS.JDUR.) CSI 6-7 I 628844(1.25) 0. 7.8 / 621711.25) 0.71 8.9 / 62171.25510.71 9-10 / 6284(1.2 )0.84 WB COMP.(DUR.yy TENS. DUR.) CSI 2.7 / 2256(1.25)0.4 2-8 -2270(1.2511 0.15 3-8 / 4887(1.25)0.99 4-8 -2270(1.25y 0.15 4-9 / 2256(1.25)0.46 CFS 792 Durham Day(on Hghway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: A3 Plating spec : ANSUTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ONTRAWING. THEY ARE BASED ON 1:5 HANGER NHIS AIDLS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. 2 -PLY! Nall w/lOd BOXstaggggeratl (per NDS) in: Tp 2 BGS WEBS Z' -PER FOOT! 7-3- 7-3- 2-PLYS 1 2 3 4 5 REQUIRED 7.00 7.00 R4-6 B1 W:308 R:5097 U: 6 7.. 8 9 10 TYPICAL PLATE: 4-4 20 ga. unless shown by *1 20 B2 W:308 R:5097 U: rvtir'EIVIIVV Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not lair's system. It hes been based an specifications pmvldad by thecomponent manufacturer and done in accordance with the comm --ions of TPI end AFPA design steara des. No maponsibllity b assumed for dl=liynel aceurery: Dimensions am to be wry d by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilised on this design meet or exceed the boding 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 latently braced by rigid sheathing materiel directly attached. unless otherwise noted. Bracing shown b for lateral WPPOd of components membere ony to reduce budding length. This component shall not be placed in any environment that will muse the moisture content of the wood to exceed 19% and/or cause connector plate mansion. Fabricate, handle, install said brew this truss in accordance with the Wowing standards: 'Joint and Cutting Detail Report' awilebb as output Item T-1 software, 'ANS"'Pi I% WTCA V- Wood Truss Council of America Steneenf Design Responsibilities, 13UILUNG COMPONENT SAFETY INFORMATION- (BC51 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Dew, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington, DC 20036. 2 This buss b dosignod using the UBC -97 Code. T_q E amreten Vas, rtnae Fecrar . 1.00 EM ZerwImPa Hug Ler. Ocean Lino = No ,Eat Cele B Bldg Le h - 80.00 ft. Bldg Width a 14.58 ft Mean roof he' M - 10,31 fL mph a '80 UBC Standard Occupenry� Deed LOed = 21.0 psf -LOAD CASE pt DESIGN LOADS Dir L.PlfL.Loc R.Plf R.Loc Wirt. TC Ven 54.00 0-0-0 54.00 14.7- 00'59 BC Ven 645.00 0.(1.0 645.00 14- 7- 0 0.42 f t 117E COUNTY . 4 Lif Vic VED r'.i V0 - 7/19/2006 Cust: DA WO: Drive_N,jchughes_L00007_JO0001 Dsgnr. KJD #LC = 16 WT: 100# TC Live - 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2-0-6 Bldg Code: UBC -97 DEFL RATIO: L/360 TC: U360 lJob Name: JCHUGHES BRG X -LOC REACT SIZE REO'D TC 214 DFL #1 1 0-1-12 1537 3.50' 1.64- BC 214 DFL #1 2 16-1-12 1537 3.50' 1.64- DG SLIDER 2e4 DFL #1 BRG REQUIREMENTS shOvrtt are based ONLY WMIS BLK 2.4 DFL STANDARD GBL 2rA DFL STANDARD on the truss material at each bearing PLATE VALUES PER ICSO RESEARCH REPORT #1607. MAX DEFLECTION (Span)) : LLooadedreoldr a PSrron-concurrent eCLL. LI999 MEM 7$ (LIVE) LC 1 1g b mquired by othom) to L=-0.07- D= -0.09' T= -0.15' A l 1. See cSl 1-03 CRITICAL MEMBER FORCES: TC COMP.(DUR.y TENS.((TUR.) CSI and rrPl I. I N BAS 1. PLATING BASED ON GREEN LUMBER VALUES. 1-2 -2804 2-3 -2505 1.25 1.2s 0.38 0.36 1.00/ 1.00 /1.00 34 -2505 1.2s 0.36 O.C.Spacing 2-6-0 4-5 -2804125 0.38 BC COMP.(DUR.1/ TENS. DUR.) CSI 6.7 l 2586(1.25)0.1 7-8 / 75(125)0.34 .8-9 / 258611.25 )0.51 2 WB COMP.(DUR.y TENS.(TUR.) CSI 2-7 .598(1.25)1 0.08 3.7 / 771 1.25 0.31 3.8 / 77'11':'10 1.25;0.31 4-8 S98(1.25y 0.08 C.FS- E?S21KA 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 T 3-8-12 T= 0-4-1 Truss ID: B1 Plating spec : ANSI/TPI -1985 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS ORAWrNG. THEY ARE BASED ON 1.5' HANGER NAILS FOR 1-PLY. AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS..IF 2.5' GUN NASA USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). UI use �d..rl. copies for gable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! (, I gable brecirig raguired nelvels, d et�osed re twnd load '142". ce. See'Genorel GablaDates. coww503s. Atlachseconderytoyy chord (dslwwnl wish min. 24 (2rA) or 3 8 plates (2�) e1 4 and appplied related, in addition to the heel plating drown. The secondary rap chord In., be notched 1 S for outbokere, max DO NOT NOTCH WHERE SHOWN BY (^). 1 8-1-12 1 8-1-12 1 1 2 3 q 5 1 5.00 -5.00 2-4 2-4 2 0-4-1 B1 34 B2 _ W:308 W :308 R:1537 U: R:1537 U: 2� 16-3 8 2�� 6 7 8 9 ------ TYPICAL PLATE: 1.5-3 r v/-WEIVIIV l7Read all notes on this sheet andgive a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It hes been based on spec i6cotbns previded by the component manufacturer done In accordance with the current wmions of T% and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dime a ow Z to be .,filed by,0o component menufactumr and/or building designer prior to fabrication. The bu8ding designer must ascortein that the bads utilized on Nis design meet or oueed the loading Imposed by the local building code and the particular application. The design assumes that the top lord is bterelly braced by the roof or floor sheathing and the, bottom chord is laterally braced by a rigid sheathing material diredly attached, unless otherwiserioted. Biadng shown is for Wlerel support of components members only to reduce budding length. This component shell not be placed in any environment that will cause the' moisture content of the wood to exceed 19% and/or couse connector plate corrosion: Fabricate, handle, install and brace this truss inaccordance with the following standards:'Joird and Cutting Detail Reports' available es output from Truswal softwara, 'ANSImh 1, WTCA 1' - Wood Truss Council of America Standard Design Responsibiliti-,'BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Odw, Madison Wisconsn 53719. The American Forest and Paper Association (AFPA) is located a11111 19th Street, NW, Ste 800, Washington, DC 20036. 1 This design based on cord bracing applied per the following schedule: cram o rc 'naso°.bo- 1 o- 3- e BC 120.00' N 0. 0 16- 3. 8 This truss is designed using the UBC -97 Code. Bldg Encased - Yes Imporlenc�a Factor = 1.D0 Truss Location =End Zone Huniranee//Oman Una - No , E>p Cale oIy B M n mol ha' N =9.87 k mph Bldg Width =8 0.00 fl UBC Standard Occupanq� Dead Load - 21.o pd -COAD CASE #1 DESIGN LOADS Dir L.Pff L.Loc RPO R.Loc LL? TC Ven 92.50 - 2.0. 0 92.50 0.0.0 1 TC Van 121.500-0.0 160.50 8-1-12 TC Ven 160.50 6- 1-12 121.50 16- 3- 8 TC Ven 92.50 16- 3.8 92.50 1 e- 3. 8 BC vert 25.00 0. 0. 0 25.00 16- 3.8 T HIF a : c®U(V`I"`U BUILONG DIVISION AP A 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT; 14 TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd I Comp / Tens BC Live 0.00 psf 1.00/ 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2-6-0 Code: UBC -97 L/360 TC: Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D 1 0-1-12 916 3.50' 1.50- 2 16-1-12 1173 3.5(' 1.50' 3RG REQUIREMENTS shown are based ONLY Cs! 4-5 -2021(1.25y 0.21 BC COMP.(DUR. TENS. UR.) CSI 6-7 / 138 ((1.25)) 0. 9 7-8 / 1B6111.25 0.24 b9 / 1757111.25 0.34 WS COMP.(DUR.y TENS.(DUR.) CSI 2-7 -197(1.25V 14 3_8 3-8 , 618(1.25;0.25 4-8 -522(1.25y 0.07 F 792 Durham Deuton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 TC 26 DFL #2 2x4 DFL #1 1.3 BC 2x4 DFL #1 FILL CHO 2.4 DFL 01 ZrA DFL STANDARD 00 WEB 2x4 DFL STANDARD GBL BLK 2.4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT 01607. Pe=nent bracing is required (by them) to prevent rotatbnnoppling. See 9C511-03 and ANSI/TPI 1. ADEQUATE LATERAL BRACING IS REQUIRED AS SPECIFIED OR USE ADEQUATE SHEATHING. MAY USE ADEQUATE STAPLES FOR GABLE BLOCKS. GABLE BLOCKS MAY REQUIRE LATERAL BRACING DUE TO WIND APPLIED TO THE FACE. SEE TRUSWAL'S SUGGESTED GABLE BRACING DETAIL(S). LATERAL LOADS IN LINE WITH THE CHORDS HAVE NOT BEEN CONSIDERED UNLESS NOTED OTHERWISE. THESE LOADS AND THEIR CONNECTIONS. ARE PER THE BUILDING DESIGNER. PLATE IN GABLE STUDS AT 16-O.C. WITH R1.5-3 MIN. PLATES. Truss ID: C1 Planrq spec : ANSVTPI -1995 THIS DESIGN IS THDE COMPOSITE RESULT OF MULTIPLE LOACASES. IF HANGERS ARE INDICATED ON THIS DRAWING. THEY ARE BASED ON 1.S' HANGER NAILS FOR 1 -PLY AND X HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Loaded for 10 PSF no-ncurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. TYPICAL PLATE: 1.5-3 Circier7 Toes and {else e. unns.S ltrM O 1D (10 a.), H (16 qa.) r'MX• MX 20 qq 3.), p i6ongd per Joint DOtails Report P rile p ates are post9on as showrSga e. Shit[ bQe stud I. to avDld overolap with structural Plates of staple . Read all notes. on this sheet and give a copy of it to the Erecting Contractor This design is for an individual building component not buss system. It has been based on specifications provided by the component menuracturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building desigher prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed Uro loading imposed by the bcol 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 brand by a rigid sheathing material directly attached. untess otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell ret be placed in any environment that will couse the moistum content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and bmw this truss in accordance with thojolbv�ing wandards:'Joird and Cutting Detail Reports' aveilabie m output from Tcuswal software, 'ANSItM 1•, WTCA V- Wood, Truss Council of Annerice Standard Design Responsibilillea, BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 563 dOnefrb Drive, Madison, _ Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington. DC 20038. 7-1 -14 t SHIP 1 This design based on chord bracing applied per the lolbwing achedule: hon o TC 20.01)- 9 1- 1 /8- } 8 se This uuis designed using Iha USC -97 Coda. Bldg Enclosed = Yes, Impollenco Factor = 1.00 Truss Location = End Zone Hum ene/Ocoan Line = No. ExpCotep.7 = 8 Bldg L -Th e. 80.00 N, Bldg Width - 32.71 ft Mean ro. height - 11.59 ft, mph - 80 UBC SlandeN Occupen�y, Dead Load = 21.0 psi -LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/rL TC Van 74.00-2-0-0 74.00 0.0.0 0.43 TC Van 54.00 0-0-0 54.00 8-0.0 0.50 TC Ven 108.00 8.()- 0 184.00 16- 0. 0 0.51 TC Van 54.00 16.0. 0 54.00 16- 3- a 0.59 BC Ven 20.00 0.0.0 20.00 16- 3- 8 0.00 a _ DIVISION 7/19/2006 Cust DA 8-4&7-11-2 WO: Drive_NJchughes_L00007_J00001 Dsgnr.KJD 1 2 3 4 51 TC Live 16.00 psf 5.00 -5.00 TC Snow 0.00 psf 3-4 TC Dead 11.00 psf 3-4 2-4 BC Live 0.00 psf 7-10 1.00 / 1.00 /1.00 BC Dead 7- -2 O.C.Spacing 2- 0- 0 1.5 -4 3.5-4 1 _ I 0-4-1 3-4 3-4 3-8 B2 0-64 B1 . W:308 3-4 3-4 W:308 3-4 R:1173 R:916 U: 16-3-8 U: 16-6-8 CONTINUOUS SUPPORT 32-10-0 6 7 8 9 TYPICAL PLATE: 1.5-3 Circier7 Toes and {else e. unns.S ltrM O 1D (10 a.), H (16 qa.) r'MX• MX 20 qq 3.), p i6ongd per Joint DOtails Report P rile p ates are post9on as showrSga e. Shit[ bQe stud I. to avDld overolap with structural Plates of staple . Read all notes. on this sheet and give a copy of it to the Erecting Contractor This design is for an individual building component not buss system. It has been based on specifications provided by the component menuracturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building desigher prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed Uro loading imposed by the bcol 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 brand by a rigid sheathing material directly attached. untess otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shell ret be placed in any environment that will couse the moistum content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and bmw this truss in accordance with thojolbv�ing wandards:'Joird and Cutting Detail Reports' aveilabie m output from Tcuswal software, 'ANSItM 1•, WTCA V- Wood, Truss Council of Annerice Standard Design Responsibilillea, BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is located at 563 dOnefrb Drive, Madison, _ Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington. DC 20038. 7-1 -14 t SHIP 1 This design based on chord bracing applied per the lolbwing achedule: hon o TC 20.01)- 9 1- 1 /8- } 8 se This uuis designed using Iha USC -97 Coda. Bldg Enclosed = Yes, Impollenco Factor = 1.00 Truss Location = End Zone Hum ene/Ocoan Line = No. ExpCotep.7 = 8 Bldg L -Th e. 80.00 N, Bldg Width - 32.71 ft Mean ro. height - 11.59 ft, mph - 80 UBC SlandeN Occupen�y, Dead Load = 21.0 psi -LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LL/rL TC Van 74.00-2-0-0 74.00 0.0.0 0.43 TC Van 54.00 0-0-0 54.00 8-0.0 0.50 TC Ven 108.00 8.()- 0 184.00 16- 0. 0 0.51 TC Van 54.00 16.0. 0 54.00 16- 3- a 0.59 BC Ven 20.00 0.0.0 20.00 16- 3- 8 0.00 a _ DIVISION 7/19/2006 Cust DA WO: Drive_NJchughes_L00007_J00001 Dsgnr.KJD #LC= 16 WT: '289# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowCur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mtir.Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Code: UBC -97 /Job Name: JCHUGHES BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0.1-12 574 3.50' 1.50' BC 2x4 DFL Al 2 16-0-12 1640 3.50' 1.75' WEB 2x4 DFL STANDARD 3 32- B-4 604 3.So- 1.50' PLATE VALUES PER ICBG RESEARCH REPORT 01607. loeaoa for 10 PSF nonan n SCLL. BRG REQUIREMENTS shown are based ONLY Mark a6 interior bearing locations. on the truss. material at each bearing Install Interior suppor(s) before erecl'wn. PLATING BASED g4 GGREEN MAX DEFLECTION (span) : U999 MEM 13-14 (LIVE) LC 17 LUMBER VALUES. L= -0.02' D= -0.04.T= -0.06' 1.15 f 1.00 11.00 CRITICAL MEMBER FORCES: TC COM((P.(DUyyyR.y TENS.(DUR.) CSI 1-2 23-Sa -1291(1,22556031104(1.0251110.27 8565(1.255 Bldg Code: UBC -97 45 / O.JJ30 DEFL RATIO: L1360 TC: U360 5.6 -20111.21 118( .2510.27 6.7 -7131.25 0. 7 BC COMP.(DUR. TENSUR.) CSI 69 / 545 1.25)0.22.(D 9.10 / 540(1.25 020 10-11 �.25 -164 1.25yy 42 10.20 12.13-103�125Y09111�(� T. 027 13.14 / 688614i(((1.2555 0.223 WB COMP.(DUR.y TENS.(DUR.) CSI 2-9 / 123(0.90) 0.07 2-10 545(1.251/ 0.31 3-10 / 354(1.25)0.14 3.11 •620((1.25yy 0.49 4-11 .673(1.25V 0.56 5-11 -6481.25 0.59 ' 612 / 72(l.25) 0.15 612 538(1.25Y 0.31 613 / 119(0.90) 0.07 Truss ID: C2 Placing spec : ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INOICATEO ON THIS DMvwNG, THEY ARE BASED ON 1.S HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 16-5-0 16-5-0 1 2 3 4 5 6 7 5.00 -5.00 5-6 7-12 3-45-6' 5-6 . 7- -2 3-4 3-4 = 3 4 3-4 0-4-1 1.5-4 34 34 1.5-4 X 0-4-1 B1 B2 W:308 W:308 B3 R:574 16-0-12 R:1640 W:308 U: R:604 U: U: 2I 0-0� 32-10-0 8 9 10 1.1 12 13 14 c Clea 1 rpt na tl false faame0 aa. unless sllgwn byy'78'(18 ga�1 H'(16 as 1 or'MX'(TN%MX 20.q�) poSlLoned per Joint Dgtails eporL P plates are DoslBonevas shown alSove. ShiK 961e stutl plates to av61d oveAap with sWdural pales or staple). WARIMURead all notes on this sheet and give a copy of it to the Erecting Contractor. This design c for an individual building component not truss system. It hos been based on specifications provided by the component menufacturer erW done in accoreanca with the anent versions of TPI and AFPA design sla 'dards . No responsibility is resumed for dimensional accuracy. Dimensions F em to be vodred by me component man octumr and/or building designer prior to fabrication. The building designer must ascertain that the loads is iiad on this design meet or etseed the leading Imposed by the local building pude and the particular applicotion. The design assumes that the top hard la laterally braced by the roof or Ibor sheathing and the bottom chord is laterally braced by a rigid sheathing materiel directly attached, unlet othonvise ' noted. Bracing shown is for lateral support of components membere 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 rause connector plate corrosion. Fabricate, handle, install 792 Durham Da don Highway and braca this tress in accordance with the following sfan dairds:'Joint and Cutting Detail Report' available as output tram Truswal softwsm, Durham CA 9 938 'ANSIfM 1, _TCA I. - Wood Truss Couna of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATIOrr- A and TPI. The Plate TRUSPLUS 6.0 VER: T6.5.2 Wisconsin BCSI 53719. The American Forest Eand PaperCAssocation (AFPA�located Institute 111 loth Street NW' St. 0 WesN�� n+ad son, Washington. DC 20036. 3 is desidned using the ode. btl Yea enm ImporFervor 1.00 n End Zane 'Ocean Lina - No. Exp Cale gory = tIll= 80.00 n• Bldg Width = 32.71 8B height = 11.59 fl mph - 80 dart Occupancy, bead Load = 21.0 psi "OUKI i 9U1L0NG 31V1S10J\•- APF 'ROVED 7-11-14 SHIP 7/19/2006 Cust: DA WO: Drive_N-jchughes_L00007_J00001 Dsgnr. KJD #LC = 18 - WT: 212# ' TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd If Comp / Tens BC Live 0.00 psf 1.15 f 1.00 11.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 DEFL RATIO: L1360 TC: U360 as Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D 1 0-1-12 5941 3.50' 3.17' 2 1610- 4 5941 3.50' 3.17' BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (Span LJ999 MEM 69 (LIE) L 1 L=-0.09" D=-0.12" T=-0.22" CRITICAL MEMBER FORCES:M TC COP.(DUR.y TENS.(OUR.) CSI BC COMP.(DUR. TENS. DUR.) CSI 7-0 / 1029 1.25 0. 1 B-9 1101691.25 It 9.10 1 6826 1.25 0.57 10.11 -t57(1.33y 26( .33)0.35 WB COMP.(DUR. TENS.(DUR.) CSI 2-0 / 2752 1.25) 0.56 2.9 -3521(1.25y 0.23 3-9 / 4109(1.25)0.83 3-10 -0241 1.25 0.33 4-10 -120( .25 94 1.80) 0.01 S70 / 022(1 5)0.45 Stl-3647(1.25v 0.40 6-11 -106e 1.25 0.12 CF S.- 792 Durham Dayton Highway Durham, CA 95938 --TRUSPLUS 6.0 VER: T6.5.2 TC 2c4 DFL #1 8 Bb. BC 2.6 DFL SS WER 2x4 DFL STANDARD Lumber sl hear1awDFL 01 ' ebles are per NDS. PLATE VALUES PER IC80'RESEARCH REPORT 011607. Loaded for 10 PSF non -concurrent BCLL.. Permanent bracing is required (bv otlreml to award ANSIRPa�ppiing. See- CSI 1 Designed for 0.6 K to. drag bad applied evenly long tho top chard to the chord lea. beenng (unless noted), con-nentl wnh dead . 0 % fiw loads. D.F.. 1.60 Lodz menionyy= 0.8 K) IM'. ea. bearing. Con io each pry others) mus yfransf•f .r equal lead to ................ Truss ID: C3 � 1 _ 16-5-0 1+7 t,1 2-PLYS 1 2 3 4 S. REQUIRED 5r Op -5--0-01 7-2-2 3 3-8 2 0-4-1 B1 W:308 R:5941 U: B2 W:308 R:5941 U: t 17-0-0 8 9 10' 1� C I Ives and false l�ame0 a: unless Stigwn b -18-(18 gag.-H'ft6.�gqa. -MX'(iVJMX 20 �,a) positioned per Joint D tails sport, Ircle p plates are poslttonec�as shown a eve. hn[ab stud Plates to av Id overlap w41h structural Agates or staple). WAR U Read all notes on this sheet and give a copy of it to the Erecting Contractor: This design is for an Individual building component not uuss system. It has been based on apecificatiom Provided by the component manufacturer end done in accordance with the anent wrsions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy, pimansiom' _ Bre to be wrified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the leading imposed by the local building code and 01e particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom lard is leteraly bolted by a rigid sheathing materiel direly attached. unless otherwise noted. Bracing shown is for'laural Support of components members only to reduce buckling length. This component shell nal be placed in any environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate comesion. Fabricate, handle, install and brace this truss In accordance with the following standards, 'Joint and Cutting Detail Roporw awileblo as output from Truswal software, 'ANSIRPI 1', YJTCA V- Wood Truss Council of America Standard Design Responsibilitias,'BUILDING COMPONENT SAFETY INFORMATION (BCSI 1-03) and 13CS1 SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute (TPI) is located at 503 O'Onofrio Driw, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 2 This truss is designed using the UBC -97 Code. Bid e Eraamd Yea, tmporanw Fapor - 1.00 BTree Locatbn = EM Zcno Category ldg Large h - 8000 it Bldg W Width - 92.14 f8 Mean ma nolpnl - 11.59 ft, mph . 80 UBC Slands Occupe %q�Dead Load = 21.0 psf -LOAD CASE #1nDESIGN LOADS Dir L.Plf L.Loc R.Pff R.Loc U-rrL TC Von 54.00 0- 0- 0 54.00 17- 0-0 0.59 BC Vert 645.00 0-0-0 645.00 17-0.0 0.42 COUNTY � iFUAING ®IVISIo APPR tovl= Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr. KJD #LC = 20 WT: 154# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnOWDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live . 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2-0-0 Code: UBC -97 I DEFL-RATIO: Job Name: JCHUGHES 16.00 psf Truss ID: D1 :RITICAL MEMBER FORCES: TC 2x4 DFL #1 BC 2x4 DFL #1 TC Snow Pleti spec : ANSUTPI • t995 THIS GBL SLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT 01607. DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE 1Nd WTED ON iMt9 DRAWING, Loaded for 10 PSF ren�aoncv"nt BCLL. nenl bracing is required (by them) to Pp 11.00 psf THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY a prevent mteOOMoppling. See eCSI 1-03 end ANSI/TPI 1. BC Live GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (8Y OTHERS). ' PLATING. BASED ON GREEN LUMBER VALUES. 1.00 / 1.00 / 1.00 Ma use odey to steplea for gable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! 10.00 psf I.1 gable U -Ing required @ 58' Int-als, , sed to -d bed applied to face. iLp?xSae Gana.1 Gable Details'. 0002065035. , 2$-0 TL1 oTooTgoTgoT000l TN j o v c0 o aD to �c7 2_8_0 I I I I I q o ol�`r�la��`°Q�oQ��D��o c 11-1-12 11-1-12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5.00 -5.00 3-4 4-1t 12 3-443-4 SHIP 1 0-4-1 5-6 1 0-0-1 18 19 20 21 22 23 2,4 4 4 27 ?9 29 30 31 32 ,33 46R 000000m 1 r 1r�1T1�1�c6_l� M N2-8-0 -t ma TYPICAL PLATE..1.5-4 OVER CONTINUOUS SUPPORT �� pidtea drlu tatse Rarrle ptaIes are position ed as showd'abbva.'ShiIf-Abfe said dlates toav8i1d over ap w1U1 sWchiralpates (or s°taple).WA . Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individuel building component not tnn,sywam. It hes bean based on apedricat!O- povidod by the component monufacturer and done in accordance with the current -e-Of TPI end AFPA design standards. No responsib0'dy is assumed for dimensional accuracy. Dimensions _ F are to be verified by the component manufacturer and/or building designer prior to fabrics on. The building designer must ascertain that the Joe" de utili7ad on this design meet or exceed the loading imposed by the bral building code are the particular application. The design assumes that the top chord La laterally braced by the roof or floor sheathing and the bottom chord's Laterally braced by a rigid sheathing material directly, attached. unless otherwise ® rated. Smcing 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 ne"le'd content of the wood to exceed 19% and/or rause connector plate conoslon. Fabrims, handle, (nste0 792 Durham Dayton Hghway and tuace this truss In accordance with the following standards; 'Jobs and Cutting D -U Repors*-flable as otaput from Truswal software, Durham, CA 959.38 'ANSIRPI 1', VyTCA 1' • wood Truss Council of Amerim Standard Design Rosponsibili8os,'BUILDING COMPONENT SAFETY INFORMATION'- (BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plata Institute (TPI) is betted at -583 Donofrio Drive, Madison, t TRUSPLUS 6.0 VER: T6.5.2 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Ste 800, Washington, OC 20038. 1 This truss is designed udng the UBC -97 Code. Bldg Encased = Yav Importance Patron 1.00 Trani lion 'Brat Zone Hurricana/Omen Una � No, ERa Category = B Bldg Leith - 80.00 ft. Bldg width = 22.21 B Mean ma he Id - 10.49 B mph = 80 UBC Standard OecupenLy (3ead Lead - 21.0 psf -LOAD CASE #1 DESIGN LOADS - Dir L.Ptf L.Loc R.PIf R.Loc LLJTL TC Ven 74-00.2.0. 0 74.00 0. 0- 0 0.43 TC Vad 108.00 0.0.0 158.00 It -1-a 05f TC Ven 158.00 11-1.4 1 W7.00 22- 2. 8 0.49 TG van 54.00 22-2-8 54.00 22- 3.8 0.59 TC Ven 74.00 22-3-8 74.00 24.3.8 0.43 BC Ven 20.00 0. 0. 0 20.00 22- 3- B 0.00 GOUT BUILDING APPS()VE �'f u Cust: DA WO: Drive_NJchughes_L00007_JO0001 Dsgnr. KJD I #LC = 16 WT: 156# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2-0-0 Code: UBC -97 Job Name: JCHUGHES BRG X -LOC REACT SIZE REVD TC 2x4 DFL #1 1 0- 1-12 973 3.50' 1.50' ec 2x4 DFL #1 2 22-1-12 973 3.50' 1.50• WEB 2i4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY PI VALUES PER ICBO RESEARCH REPORT 01607. on the truss material at each bearing Loadedtar 10 PSF nen-cencurrent BCLL. PLATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION (Span) : 0.00 psf L/999 MEM 7-8 (LIVE) LC 15 SnOWDUr L=1.15 P=1.15 L= -0.08' D= -0.0Y T= -0.15' CRITICAL MEMBER FORCES: 11.00 psf TC COMP.(DUR.y TENS.(DUR.) CSI Rep Mbr Bnd / Comp / Tens 1-2 -16061.25y 2-3 -1424 1.25 0.27 0.27 ' 3-4 -1424 1.25 0.27 O.C.Spacing 2- 0- 0 4S -1606 1.25 0.27 BC COMP.(DUR.y TENS.(DUR.) CSI 6-7 I 1440(1.25) 00 7-8 , 9571.2510.35 8-9 / 1440(1.25) 0.40 We DOMP.(DUR.y TENS.(DUR.) CSI 2-7 -300(1.25y 2711.6010.06 2 (1. 02)00.06 4��-88 -300(1'249411.2 Truss ID: D2 Plat1'rp spec : ANSIRPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.S- GUN NAILS ARE USED, THE HANGERS MUST BE REEVALUATED (BY OTHERS). 11-1-12 11-1-12 1 2 3 4 5 5.00 -5.00 5-6 B1 W:308, B2 R:973 W:308 U: _ R:973 U: 2� 22-3-8 2E- °-0 i 6 7 8 9 �ry�lpi� es e C as. traem220 aaa. unless shgwn Dvv'18'(18 ga.l 9-19168� qQa.1 r'MX' T ar 20 a,3 ), poslbonBd pe 0 Ircle plates are posNonetras shown a ave. h0i Id stutl �lales to avbld overlap with sWchirsl plallPs or staple). 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 aura system. It has been baud an spadficatlons P-4ded by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility u assumed for dimensional accuracy. .aDlmene F am to be ril d by the component manufacturer and/or building designer prior to fabrication. The building designer must esconsio nain that the leads utilized on this design meet or exceed the loading imposed by the tical building code andthe particular application. TM m design assues that is late ro terally braced by the of or floor sheathing and the ho0oNa lop chord m chord is laterally braced by a rigid sheathing material directly attached. unless othmwise ® noted. Bracing shown is for lateral supped of components members only to reduce buckling length. This component shell net be placed in any environment that will cause the a sisturesentant of the wood Io exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 792 Durham Dayton Highway and brace this "m in accordance with the Following condanix'.wint and Cueing 00189 Report• available as oatpat from inrswal sonwam, Durham, CA 95938 'ANSIRPI 1', NVTCA I* - Woad Truss Council of America Standard Design Responsibilities,'9lRLDING COMPONENT SAFETY INFORMATION' - end Y SHEETS'by A and TPI. The Tw= Plate TRUSPLUS 6.0 VER: T6.5.2 WiscoCSIns� s 9. The American Forest and Paper CAmocaten (A PA) s loaetednardt11111�91h S PI) is located NW. s , gggOnef • Washington. "e• Mad eon, DC 20036. 2 0-4-1 Qtv: 11 This truss is designed using the UBC -97 Code. Bldg Enclosed . Yea, Imponence F.- . 1.00 Trus Lasatlon - End Zeno Hualcane/Ocean Line = No. E.V CateGory=B Bldg La h = 80.00 n, Bldg Wiidth = 22.21 n Aeon moT hoi9M - 10.49 N ph = 80 UBC Stand Occupancy. bead Load'= 21.0 psf �0a� D1 VI,SiC � a VED59-8 SHIP (� . 7/19/2006 Cust DA WO: Drive_N,-jchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: '122# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnOWDUr L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 /1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Code: UBC -97 I DEFL RATIO: U360 TC: U360 . Job Name: JCHUGHES BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 '0- 1-12 829 3.50' 1.50' Be 2x4 DFL #1. 2 18.3-4 681 HGR 1.50' WEB 2x.1 DFL STANDARD ZTE BRG REQUIREMENTS shown are basad ONLY VALUES PER ICST RESEARCH REPORT 01607. Loaded for Oft the WSS material at Bach bearing BRG HANGER/CLIP NOTE 10 PBF rwn-coneurrenl BCLL. PLATING BASED ON GREEN LUMBER VALUES. End wnlicaLs era designed for bods 2 Hanger TBE* aldol only unless need otnenvisa. 'HANGER(S) TO BE ENGINEERED Fxansbns above or below the truss pmrde Support Connection(syHan S are g34 ) (if any) have been designed for bads di=d only. Rerun lal bods applied at not designed for horizontal Ioaos. MAX DEFLECTION (sppan) : U999 MEM 7.8 (UV LC 15 the end of the extensbns hove not been eidomd unless shown. A dmpaag to an unsupported wall may ) L= -0.06' D= -0.05' T= -0.11' h"miss create e -IT-- that regire. additional design CRITICAL MEMBER FORCES: TC COMP.(DUR.y TENS.(DUR.) CSI �bBe sideration (by othom). ' Be COMP. (DUR.y TENS.fDUR.) CS] 6.7 / 1111((1.25)0.38 7-8 / 624(i.25� 0.33 8-9 / (479111.25 0.2 t8 2 B 296a(1�.25y 50(E 0)OD.O6 ') CSI 3-7 / 503(1.25) 0.20 38 -45(1.25y 59(1.25) 0.03 4A / 224(1.25) 0.09 4-9 -823((1.25y 0.14 5-9-10(i.60y 64(l.60) 0.02 F - 792 Durham Dayton Highway Durham, CA 95938 - TRUSPLUS 6.0 VER: T6.5.2 Truss ID: D3 Plating spec: ANSIRPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF ,MULTIPLE ON TWS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1�LY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5 GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 11-1- 7- 3-4 1 p 3 4 5 5.00 5.00 5-6 20 B1 W:308 8829 U: 3-4 .5-4 TT SHIP 117 B2 W:308 8681 U:' 6 185-0 1110-8 7 .8 9 STUB 20 r rriR1V11V V Read all notes on this sheet and give a copy of it to the Erecting Contractor. Thisdesign is for an individual building component not truss system. Il has been based on specifications provided by the component manufacturer end done in accordance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimonsiona are to be wri6ed by the component menufecturer-rim, building designer Prior to fabrication. The building designer must ascertain that the loads ua7ized on this design meet or eleeed Ore loading imposed by the local build IN code and the Particular application. The design sam mss that the lop chord is lalere8y braced by the roof or floor sheathing and the bottom chord is laterally braced by.8 rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce budding length. This component shag not be placed in arty envimnment that will rause the moisture content of the wood to axcaad 19% and/or rause connector plate corrasion. Fabricate, handle, install and brute this truss in accordance with the following abnd-da:'Joint and Cutdng Dotell Reports' available as output from Truswal software, 'ANSIRPI 1, VVTCA 1' - Wood Trusa Council of America Sundam Design Responsibilities. `BUILDING COMPONENT SAFETY INFORMATION - (SCSI 103) and Zest SUMMARY SHEETS' by wTCA and TPI. The Truss Plate Institute (TPI) is located at 583 GrOrlofrio on. Me Wisconsin 53719. The American Foram and Paper Association (AFPA) is located at 1111 19th Street, NW, Sto 800, Washirtgto. tlison, DC 20036, 2 This truss I. designed using the UBC -97 Code. Bldp Encbaed Yaa, Impo,lanca Factor 1.00 T_ Location = EntlZone Humcane/Ocean Lina = No , EV Category = B Bldg Lergth - 80.00 h, Bldg Width - 21.72 h Mean mol height. 10.49 h, mph - 80 UBC Standard Occupancy, Dead Load = 15.6 psf ;) 4 COUNTY `-= 'NG IDIVIISjoi w � , )VED 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr.KJD #LC= 16 WT: 111# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnoWDUf L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.151 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC=97 DEFL RATIO: L/360 TC: L1360 Job Name: JCHUGHES CRITICAL MEMBER FORCES: rF"mr- 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 TC 2x4 DFL #1 BC 2x4 DFL #1 Gill BLK 2x4 DFL STANDARD PLATE VALUES PER -CBO RESEARCH REPORT #1607. Loo4ed for 10 PSF !-ncvnent BCLL. Psmmnont b -'s u required (by there) to prevent reLati.EPPl6g. Soe SCSI 1-03 and ANSIIT1. PLATING BASHED ON GREEN LUMBER VALUES. t 7-4-7 lx '0-4-1 Truss ID: E1 Plattrq spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING. THEY ARE BASED ON 1.5 HANGER NAILS FOR 1 -PLY AND 3• HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE EUSED, THE HANGERS MUST BE REVALUATED (BV OTHERS). Me y use adequate staples for geblo blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS-= ISI e brectng raquhed•Qa 58• interwLa, LOADS - ,4 expogablsed to 1wnd load appplied W Hese. See •Geneml Cable Dalai r.2D65035. z-8� 16-10-8 16-10-8 1 2 3 4 5 6 789 10 11 121314196 17 18 19 20122 23 24 25 26 27 5.00 -5.00 3-4 20 v vfi fXIVI V V Read all notes on this sheet and give a copy of it to the Erecting Contractor, This design is for an individual building component net tress system. It has been basad on speci8rations provided Who component manufacturer and done in accordance with the cynrant wnsions of TPI and AFPA design al mdards. No responsibility is assumed for dimensional accurery. Dimensions am tobe wrired by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on thisdesign moat or aimed the boding imposad by the local building code and the particular application The design assumes that the top chord La lalamlly 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 net be placed in any -ironment that will muse the moisture content of the wood to excoed 19% and/or coos , connector plate -cion. Fabricate, handle, install and brew this truss in accordance with the following atendants:'dcint and Coning Debll Reports,' awileble as output from T-1 software. 'ANSI/TPI 1', YyiCA 1._ Wood Tress Council of Amarim Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WfCA and TPI. The Tnm Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison ' Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Slmet, NW, Sts, 800, Washington. DC 20036. This truss is designed using the UBC=g7 Code. Sdo Endosod Yas Im=nencs Fsnor a t.W Trvv� Lanatlon -End Zone Hurricane/Ocean Line - NoBid ,Exp Cala o = B Moon rooflheigM=�11: 8Ng repN 8p'75 fl UBC Stands Occupancy bead Load; 21.0 psf -LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LLrrL TCVen 74.00 - 2- 0.0 74.00 0. 0. 0 0.43 TC Ven 108.00 0. 0. 0 184.00 1610. 8' 0.51 TC Ven 184.00 1610. B 108.00 33. 9- 0 0.48 TC Ven 74.00 33- 9- 0 74.00 3S 9-'0 0.43 BC Ven 20.00 0. 0. 0 20.00 33- 9.0 0.00 6a'1= CouuT Cust: DA WO: Drive_N-ichughes_L00007_JO0001 Dsgnr. KJD #LC 16 WT: 286# . TC Live 16.00 psf 3 -9-0 28 2930 31 32 33 34 35 36 37 3839 491.42 43 44 45 46 47 48 49 5F-5-1--' 2-8-0 -� o 2.6-0 o C 11l C', l 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live o � 1.00 / 1.00 /1.00 BC Dead 10.00 psf A�14A O.C.Spacing 2-0-0 TYPICAL PLATE: 1.5 4 OVER CONTINUOUS SUPPORT 20 v vfi fXIVI V V Read all notes on this sheet and give a copy of it to the Erecting Contractor, This design is for an individual building component net tress system. It has been basad on speci8rations provided Who component manufacturer and done in accordance with the cynrant wnsions of TPI and AFPA design al mdards. No responsibility is assumed for dimensional accurery. Dimensions am tobe wrired by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads utilized on thisdesign moat or aimed the boding imposad by the local building code and the particular application The design assumes that the top chord La lalamlly 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 net be placed in any -ironment that will muse the moisture content of the wood to excoed 19% and/or coos , connector plate -cion. Fabricate, handle, install and brew this truss in accordance with the following atendants:'dcint and Coning Debll Reports,' awileble as output from T-1 software. 'ANSI/TPI 1', YyiCA 1._ Wood Tress Council of Amarim Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WfCA and TPI. The Tnm Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison ' Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Slmet, NW, Sts, 800, Washington. DC 20036. This truss is designed using the UBC=g7 Code. Sdo Endosod Yas Im=nencs Fsnor a t.W Trvv� Lanatlon -End Zone Hurricane/Ocean Line - NoBid ,Exp Cala o = B Moon rooflheigM=�11: 8Ng repN 8p'75 fl UBC Stands Occupancy bead Load; 21.0 psf -LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.Plf R.Loc LLrrL TCVen 74.00 - 2- 0.0 74.00 0. 0. 0 0.43 TC Ven 108.00 0. 0. 0 184.00 1610. 8' 0.51 TC Ven 184.00 1610. B 108.00 33. 9- 0 0.48 TC Ven 74.00 33- 9- 0 74.00 3S 9-'0 0.43 BC Ven 20.00 0. 0. 0 20.00 33- 9.0 0.00 6a'1= CouuT Cust: DA WO: Drive_N-ichughes_L00007_JO0001 Dsgnr. KJD #LC 16 WT: 286# . TC Live 16.00 psf LiveDur L=1'.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2-0-0 Cade: UBC -97 L/360 TC: Job Name:JCHUGHES BRIG X -LOC REACT SIZE REQ'D TC 2X4 DFL #1 1 0. 1-12 1397 3.50' 1.50' SC 2x4 DFL #1 2 33.7-4 1397 3.50' 1.50' WEB 2.4 DFL STANDARD 3RGRECIUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT 01607. loaeea for 10 PSF curtvnl BGLL. the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION ((sppan) J999 MEM 11-12 (LIVE) LC 1 CSI S -2530 1.25 0.29 6-7 -26521.% 0.(30 eB-e COMP.(DU3RR� 2ENo.deUR.) CSI 10-1 I1 14668((�(1i 2�2 0.50 m 11-12 / 1468(1.2530.44 12-13 / 1954((1.25))0.50 t3-14 / 2398 1.25 0.48 We COMP. DUR.v TENS.((DUR.) CSI 2-9 -%9(1. Sy 221.60 O.Oa 3.9 / 499(1.2�)0.�0 3-10 -499(1.25y 0.24 " 410 / 847(1.25)0.% 412 1 647(1.25) 0.% 5-12 499(1.25y 0.24 5-13 / 499(1.25) 0.20 6-13 -269(1.25y 22(1.60) 0.04 CFS. 792 Durham Dayton Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: E2 Plol n spec : ANSI/TPI -1995 THIS DESIGN IB THE COMPOSITE RESULT OF MULTIPLE HDREDACAIANGER8AINDIITED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 16-10-8 16-10-8 5.00-5.00 5-6' This truss is designed using the UBC -97 Coda. TBrduaaELocloatbn - EZ. nd In, nonce Factoi l.00 HunAmne/Ocean Line . No , ESP Category = B Bldg LergM = 80.008, Bldg W d,h = 33.75 9 Mean mol height= 11.688 mph = 80 UBC StandoN Occupancy, bead Load - 21.0 psi j eFONG D1VjSaC,,, B1 S=3.5-4 B2 W:308 W:308 R:1397 R1397 U: U: 8 9 10 11 12 13 14 . Circled pTdCes an i false frame p�ateSla a S N D logig a.1 1i (16� ac1a. ' or'MX' TWMX 20 q 3.), poo55d 'on per Jo nt Details Report P as sh a eve. hrt[ ble stutl later to avoid o,p zi p with sWctural plates (or staple) 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 tinea system. It has been based on specifications pmtidsd by the componoM manufedurer rm and doin accordance with Bre mnent versions of TPI and AFPA design standards. No responsibility is assumed for dimensionel accomcy. Dimonsiam ere to be w.. bytho componentmanufacturer and/or building designer prior m fabrim6on. The building designer must ascertain thol the bads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that ft rep chord is laterally bmcod by the mor or.floor sheathing and the bottom chord is laterally braced bya rigid sheathing material directly attached, unlasa otherwise noted. Bracing shown is for Ieteml support of components members only to reduce buckling length. This component shall not be placed in any environment that wig muse the moisture content of the wood to exceed 19% and/or rause connector plate conosion. Fabricate, handle, fnstsll end brew this anus in accordance with the following standards: 'Joint and Cutting Detail Reports' avagablo as output from Tmswal sofhvam, 'AN51/rPl 1', YVTCA V- Wood Truss Council of America Standard Design Responsibilities, 13UILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) and:BCSI SUMMARY SHEETS' by WTCA and TPI. The Truse Plate hugh to (TPI) is locotcd at 583 D'Orofrio Ddve, Madison Wisconsin 53719. The Amedmn Foram and Paper Association (AFPA) is located at 1111 191h Street. NW, Sto 800, Washington, DC 20036. Cust DA WO: Drive_NJchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 212# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 I DEFL RATIO: L/360 TC: U360 Job Name: JCHUGHES BRIG X -LOC REACT SIZE REDD TC 2x4 DFL #1 1 0-1-12 1397 3.50' 1.50' Bc 20 DFL #1 2 33-7-4 1249 HGR 1.50' WEB 2x4 DFL STANDARD 3RG REQUIREMENTS Shawn are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT 01607. m the truss material at each bearingPLATING BASED n GREEN LUMBER VALUES. BRG HANGERICLIP NOTE 2 'HUS26 Support Connectl0n(SyHanger(s) are NOTES CSI 3-0 -1948 1.25 0.28 3-4 -1948125 0.28 5{ -25301.25 0.29 6-7 -2652125 0.30 &9 COMP.(D239$1(/1 EN0.LDUR.) CSI 9-10 / 1954(1.2510.50 10.11 / 1488(1.25 0.44 11-12 / 1468(12530.44 12-13 / 1954((1.25))0.50 13.14 / 2397 1.25 0.48 We289(Pl.P R.V (T(E1.6N0S)).T R.) CSI 2-9 04 3.9 /Z5499(21..2. )0. 200 3.10 -499(1.25V 0.24 4-10 / 647(1.25) o.zfi 4-12 /- 6471125) 0.26 - 12 -499(1.25v 0.24 .5-13 / 499(125)0.20 6-13 -2690.25v 22(1.60) 0.04 F T9 DDurham D Eton Highway Durham, CA 9 938 - - TRUSPLUS 6.0 VER: T6.5.2 7-4-7 x 0-4-1 Truss ID: E3 Plalinq spec : ANSIRPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOADCASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR 1 -PLY AND T HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS) 16-1.0-8 16-10-8 1 2. 3 4 5 6 7 5.00 -5.00 5-6 s v 3-4 3-4 B1 S=3.5-4 W:308 R:1397 LI 33-9-0 8 - 9 10 11 12 13 14 V 11i"rin1V11V V Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building compomnt rot truss system. Il hes been based on specifi.W s pmvided by the component manufacturer anddone in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dirronsional ec cy Dimensions are to nd vorJ-ad by the component manufecturerend/or buildingdesigner prior to fabrication. The building designer must ascertain Thal the bads utilized on this design meet or e=od the leading imposed by the local building code and the particular application. The design assumealhat 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, unlessotheuwise nvi noted. Bracing shown is for lateral support of mmponanis members only to reduce buckling length. This compomni shall not be placed in any eronment that will cause the moislum content of the wood to exceed 19% and/or cause connector plate mnevion. Fobrimte. Aondls, install and maw this truss In accordance with ftJQ( Wiflg t(lalada5:'d01nt ata Gutting oel8fl Reports' available as output from Tnlswal wilwem, ANSuTP1 I% WICA 1' - Wood Tow Council of America Standard Design Responsibllitlea.'BUILDING COMPONENT SAFETY INFORMATION- (BCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI..The Tnw Plato Institute (TPI) is located at 583 D'Onofrle Oriw, Madison, Wisconsin 53719. The Amoriwn Forest and Paper Association (AFPA) Is located at 1111 19th Street. NW, Ste 800, Washington, DC 20036. Raauired bearing widths and beenl�R areas pply when Irass not supponad in a he ngar. Th¢ torso b designotl usirq rhe Bid c4ae. Bd9 Entdoaed - Yes, Int nano Factor = 1.00 Truss L = oceI, End Zona Huaidrricanre�/tOcean Lina=No, Cota907-B Mean Legh h - 80-0 fl. Bldg, �0.= 33.75 it UBC Sta. 40h'cwpenry, De d Loed = 21.0 psf 8- -3 SHIP -8 x 0-4-1 B2 'HUS26 W:308 R:1249 U: _" MSI VED X51 . J fit �t J n ,2 07 vit- 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr, KJD #LC ='16. WT: 208# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr End / Comp'/ Tens BC Live 0.00'psf 1.15/ 1.00 /1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 DEFL RATIO: 1-/360 TC: 1-/360 Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0- 5.0 1239 HGR 1.50' BC 2X4 DFL #1 2 33. 7- 4 1239 HGR 1.50' WEBS ES BRG REQUIREMENTS shown are based ONLY VAL PER -CBO RESEARCH REPORT #1607. Loa4od for to PSF no,.-con�urrom eGLL. on the truss material at each bearing BRG HANGER/CUP NOTE PLATING BASED ON GREEN LUMBER VALUES. 1 'HUS26 DSgnf: KJD 2 HUS26 I- laterallycode and the paniculer application. The design assumes that the top chard brand by the roof or Ile r sheathing and 914 bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral su peon of components Support Connection(syl-lan er(s)are ' not dellggned for horizontal loads. SEE SIMPSON CATALOG members only to sedum budding length. This component shell net be placed in any and bmw th that w91 mase them content of the wand to eased 19% and/or muse mnrreaor Fabricate. FOR ADDITIONAL INSTALLATION NOTES LJ999 MEM 11-12 (LIVE) LC 1 L=-0.11 D=-0.116' T= -0.28 - CRITICAL MEMBER FORCES: TC COMP.(DUR.y TENS.(DUR,) CSI 1.2 •2524 1.25 0.50 2-3 -2403 1.25 0.27 34 -23301.25 0.31 4-5 -1914 1.25 0.30 5.9 •19221.25 0.28 6-7 -2431125 0.29 7.8 -2505 1.25 0.25 8-9 •2627125 0.30 BC COMP.(DUR.y TENS.(DUR.) CSI 10.11 ) 2266 1.25 0.66 11-12 /. 1911 1.25 0.50 12-13 / 144 1.25 0.45 13-14 / 14451.25 0.43 14-15 / 1933 1.25 0.49 15-16 / 2374 1.25 0.47 WB COMP.O�DUyR.y T((ENS.))(DUR.) CSI 4112-11 -3(1 5I395(7.25) 0.16 4-12 -467(125'. 0.23 S-12 / 824(1.2510.25 5.14 / 643(1.25) 0.26 6-14 soo(1.25y 0.25 6.15 / 497(1.25) 0.20 8-15 -267(1.25y 22(1.60)0.04 F 792 Durham ®on Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 7-4-7 3-8 2 0-5-6 B1 'HUS26 W:3(18 R:1239 STUB Truss ID: E4 Plalilp spec : ANSIRPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF . IF MULTIPLE RS ARE IND CITED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2,5' GUN NAILS ARE RANGERS MUST BE RE EVALUATED (BY OTHERS). 16-74 16-10-8 1 2 3 4 5 6 7 8 9 5.00 5.00 5-6 3-4 33-5-12 0 11 12. 13 14 5 This %loss is designed using the Bldg Encbaad = Yos, Imporlonco Factor a 1.00 T" Location End Zo"w Hunimnnep/tOwan Line - No , E.V Category a B BldMean- heigght- 11.-00 688 mph %= 80 33.75 ft UBC StanderdOccupanry, Dead.Lood - 21.0 p f 7-4-7 SHIP 3 4 0-4-1 82 'HUS26 W:308 R:1239 U: 15 16 GGUIV`Y SUS ��DING DIVIS ON A.'APT!�ip;n eco a. amass sggvm bvv'18'(18 GGa��11 H'((16,qa.1 w MX' TWMX TO d ), p droned per Joint petaits Repoli rc p les and else name p ales are poslBoneQaz showrrabove. Shlf1 Able stud dates to '7 `-I av9ld overlap with sWCtural plates (or staple). / / 19/2006 Read all notes on this sheet and give a copy of it tog Erecting Contractor. This design is for an individual building CDst: DA component not truss system. It hes boon based on seecificatlods provided bytho component manufacturer and done in accordance with the current wrsiom of TPI and AFPA design standard.. No rawnsibility is --mad fon dimensional em to be w"ir"ed by WO: Drive_NJchughes_L00007_J00001 accuracy, Dimensions the comlionem manufacturer and/or building designer prior to fabrication. The building designer must ascenain that the bads util'usld on this design meet or armed the loading imposed by the local building DSgnf: KJD #LC = 16 I- laterallycode and the paniculer application. The design assumes that the top chard brand by the roof or Ile r sheathing and 914 bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral su peon of components TC Live 16.00 sf P WT: 203# LIVeDur L=1.25 P=1.15 members only to sedum budding length. This component shell net be placed in any and bmw th that w91 mase them content of the wand to eased 19% and/or muse mnrreaor Fabricate. TC Snow - 0.00 psf SnowDur L=1.15 P=1.15 plate mansion. handle. install with t and brow this busy in ana;rdenca with the fore erordorda:'Jcint end Cut4ng Detail Repona' awilobla as output from Truswal software, 'ANSI t', WTCA V- Wood Truss Council of America Standard Design Rasp *BUILDING TC Dead 11.00 psf p BC Live 0.00 Rep Mbr Bnd / Comp / Tens I ..ibilitias, COMPONENT SAFETY INFORMATION- (BCSI 1-03) and 13CSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is loceled et 593 D'Onafrlo Ddw, Madison, Wisconsin 53719. The American Forest and Paper psf BC Dead 10.00 psf 1.15 / 1.00 / 1.00 O.C.Spacing 2- 0,- 0 Association (AFPA) is located at 1111 19th Street, NW; Ste 900, Washington, DC 20036. Bldg Code: UBC -97 DEFL RATIO: L/360 TC: U360 Job Name: JCHUGHES BRIG X -LOC REACT SIZE REQ'D TC 2<4 DFL #1. 1 0- 5- 0 1239 HGR 1.50' BC 20 DFL #1 2 33- 7-d 1387 3.50' 1.50' WEB 2.4 OFL STANDARD "RGREOVIREMENTS ahOWr\ are based ONLY an the truss Rlaterial at each bearin PLATE VALUES PER ICBG RESEARCH REPORT 61607. LoaOod for 10 PSF non- ourrom BCLL. BRG HANGER/CUP NOTE 9 PLATING BASED ON GREEN LUMBER VALUES. symangerts) are NOTES Ic UVMP.(DUR.y 7ENS.PUR.) CSI 1-2 -2524 1.25 0.550 2J -24031.25 0.27 3.4 -2330 1.25 0.31 45 '-1914 1.25 0.30 5-6 -19221.25 0.28 6-7 -2431 1.25 0.29 7-B -25051.25 025 8.9 -2627 1.25 0.30 BC COMP.(DUR.Y TENS.(DUR.) CSI 10.11 / 2226666I'l.250.66 11.12 / 19111.250.5012-13 / 1445.25 0051314 I 14851.25 0.43 14-15 I 1933125 0.4915.16 / 23741.25 0.47 We COMP.(DUR.Y TENS.(DUR.) CSI 2-11 -223(1.25 34g.60) 0.04- 114 0.16 4-12 -467(1 251.24 )0:2 5.12 / 6z4(12s) 0.25 5.14 / 6431.25 23 0.26 6-14 -500(7.25)1 025 0.20 6-15 -267(1.25Y 7(22(160 0.04 F 797 Dunog, on Nighway Durham, CA 938 TRUSPLUS 6.0 VER: T6.5.2 f , 7-4-7 3-8 0-5-6 Truss ID.: ES Pk"' spec : ANSIRPI - 7995 THIS DESIGN IS THE COMPOSITE RESULT OF FU�I-GER9R CINOIEATED ON TWS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3- HANGER NAILS FOR MUL74PLY THE HANGERS IF MUST BE FZEZ DATED (BUS V OTHERS). 16-7-4 16-10-8 1 2 3 4 5 6 7 8 9 5.00 -5.00 5-6 01 eHUS26 W:308 R:1239 U: 3-4 Qtv: 3 This truss Is designed using the USC -97 Code. aide Encaeed - Yae, Imponence Factor Tru-Lomtbn End Zone 1'� Hunicene/Ocoen Ltno = No E� Celaggooryry = e Bldg Lelrggth - 80.00 N, Bldg WdN = 33.75 h Mean rMf h jqht = 11.68 tt mph 80. UBC standerdO-Pon y. bead Load -'21.0 par 8-2-3 SHIP x 0-4-1 B2 W:308 R:1387 U: 0-3-42-0-0 STUB 10 33-5-12 F-� 11 12 13 14 15 16 v vJ4rx1v11V V Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component net truss system. Il hes been basad on specifications provided by the component manufacturer and done in accordance with the comm versions of TPI and AFPA design standard a. No responsibility is assumed for dimensional accuracy. Dimonslora are W be verified by the component manufacturer and/or building desgnor prior to fabrication. Tba building designer must ascertain that the loads utilized on Nis design met eased the loading imposed by the local building code and the Particular application. The design assumes that the lop chord is laterally braced by the mof or floor sheathing and the bottom dm elo laterally braced by a rigid sheathing material direcl.y attached. unless otherwise noted. Bracing shaven is for lateral supportof mmpoMma members only to reduce buckling length, This Wmponont shall not be placed in any erullimneenl that wit muse the moisturo eentant of t -do wood to d 199E endbr muse -Tctor Pble corrosion. Fabrtmte, benola, .iutull end brace NIS t1V33In e0W1d6f10e with the t0ll9wing S18roards:'JOlfd 9114 CN6itg Detail Rep6ds' avalablo as oulpN from Tmawol cohware. (BCS1 1.0TPI 1% and 'BC 1'- Wood Truce SETS' of Americo dTPl. Tdard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION- Wisco sin 5eM BCS. SUMMARY SHEETS' by WTCA are TPI. The Tess Plate Institute (TPI) is located at 583 D'Onof i. Drive Madison Wisconsin 53779. Tho Amenimn Forest and Paper Association (AFPA) is located at 1111 19th Street. NW, Sb 800, Washbhgton, DC 20036. NG DIWE 10.k 7/19/2006 Cust: DA WO: Drive_N-jchughes_L0'0007_J00001 Dsgnr, KJD #LC = 16 WT: 207# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead . 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live.0.00 psf 1.15 / 1.00 P 1.00 BC Dea 10.00 psf O.C.SRacing 2-0,0 Code: UBC -97 I DEFL RATIO: U360 TC: U360 lJob -Name: JCHUGHES BRIG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0.1-12 1249 3.50. 1.50' SC 2x4 DFL #1 2 33- 7- 4 1397 3.50' 1.50• WEB 2x4 DFL STANDARD BRG REQUIREMENT$ Shown are based ONLY On Ute buss material Bt each bearing PLATE VALUE. PER ICBG RESEARCH REPORT x1607. Loaded for 10 PSF ronKOn ESE BC H MAX DEFLECTION ((span) U999 MEM 12-13 (WE) LC 1 PLATING BASED ON GREEN LUMBER VALVES. CSI 8.9 -2651(1.25}/ 0.31 BC COMP.(DUR�/ TENS.(DUR.) CSI 10.1 t 123 7 1.25 0.46 11-12 / 1957125 0.50 12-13 ( 14661.25 0.44 13-14 / 14681.25 0.44 10.15 / 19571.25 0.50 1516 / 239711.25 0.48 WB Co.P,((DUR.y TENS.(DUR.) CSI 2-11 -267(1.25y 22((1.60) 0.04 4-11 / 496(1.25)M20 0.12 -099(1.25V 0.24 512 / 645(1.25)0.26 5-14 / 645(1.25) 0.28 514 -099(1.25 0.24 5496(1.25 0.20 15 .7(l.25)/ 22(1.60 0.D4 F 792 Durham Da yon Highway Durham, CA 95938 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: E6 Plebrg spec : ANSIRPI. 1995 THIS DESIGN IS THE COMPOSITE RESULT OF IMU�L LAGERS AAR. NADICATeb ON THIS ORA WING, THEY ARE BASED ON 1.S HANGER NAILS FOR 1 -PLY AND 3- HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5- GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS 16-10-8 16-10-8 1 2 3 4 5 6 7 -8----g-' 5.00 -5.00 5-6 x 01 3-4 Wi308 B2 R:1249 W:308 U. R:13.97 U: 33-9-0 2t 0 0f 10 11 12 13 14 15 16 v vH n 1V11V V Read 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 systom.P . It has been based on specifications Provided by the component manufacturer and done In accordance with the current vomlom of TPI and AFPA design atandads. No msponsibiliry is assumotl for dimonsiorol acouraq. Dimonsioro are to Da venfled by the component manoraaluer and/or b 1dIng designer prior to fabrication. The budding designor must ascertain that the loads ulili ted on this design meet or esceetl 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 Boor sheathing and the bottom chord is laterally braced by a rigid sheathhg material directly attached, unless otherwise noted. Bracing shown is for lateral suppon of components nrembers only to reduce bucYJing length, This component shall rot be placed in any environment that will coum the moislure content of the wood to exceed 19% and/or cause conngth. plate I nasion. Fabricote, hula, tin an end bravo this Iowa in accordance with lire following standards: 'Jami and Cutting Detail Reports' ausilabin as output from Truswal software, ANSI?PI 1 , WTCA 1'- Wood Truse Council of America Standard Design Rasponsibdities,'BUILDING COMPONENT SAFETY INFORMATION.(BCSI 1.03) end `SCSI SUMMARY SHEETS' by WTCA and TPI. Toe T' Plate hntitula (TPI) is located at 583 D'ormrrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is bested at 1111 19th St aL NW. Ste 900, Weshi ngton, DC 20038. 3 This tons is designed using the UBC -97 Code. 81,19 Encbead Y. Imponanco Feaor 1.00 Tnuse Location n End zona gory Blog LenHUnica�ngg9«i = 80.00 fl, Bldg Exp 1h X1833.75 ft Mean raaf I. ht - 11.68 h mph . 80 UBC Slends Occupan y Dead Lead - 21.0 psf 8-2-3 SHIP 'E COW ITY BUILDING DIVISION, APPROVED 7/19/2006 Cust: DA WO: Drive_N_jchughes_L00007_J00001 DSgnr. KJD #LC = 16 WT: 208# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf . 1.15 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2-0-p Bldg Code: UBC -97 DEFL RATIO: L/360 TC: U360 Job Name: JCHUGHES 3RG X -LOC REACT SIZE REOID TC 2x4 DFL #1 1 0-1-12 1249 3.50' 1.50' BC 2x4 DFL #1 2 33- 7- 4 1249 3.50' 1..50' WEB 2x4 DFL STANDARD RG REQUIREMENTS Shown are based ONLY n the truss material at each bearingLpndad PLATE VALUES PER ICSO RESEARCH REPORTa16a7. lar 10 I'M nonconwnenl eCLL, 4AX DEFLECTION ((span) : /999 MEM 12-13 (UVEI LC 1 PLATING BASED ON GREEN LUMBER VALUES. CSI BC COMP.(DURaI TENS.(DUR.) CSI +a++ / 23 7 1,25 a.da 11-12 / 1957 1.25 0.50 12-13 / 1468 1.25 0.44 73-14 / 1468 1.25 0.44 14-15 / 1957 1.25 0.50 1576 / 2397 1.25 0.48 WS COMP.((DUR.y TENS.(DUR.) CSI 2-11 -267(1.25y 22 1.60 0.04 411 / 496(1.25)0.20 4.12 -099(1.25 , 0.24 572 / 6450.26 S74 I 64511.25) 0.26 6-14 499(1,25V 0.24 bis-267(l.25ddy (zz(i.6o)0.04 F ' 792 Du®on Hi hwa DurAam, C l 9 938 9 y TRUSPLUS 6.0 VER: T6.5.2 7-4-7 3-8 0-4-1 B1 W:308 R:1249 U: Truss ID: E7 Plating spec : ANSOTPI -1995 'TFOS DESIGN IS THE COMPOSITE RESULT OF IF HANGEPLERSR E INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S HANGER NAILS FOR 1-PLYEAND W HANGER NAILS FOR MULTI -PLY GIRD RS. IF 2.5'GUN SED TH HANGERS MUST BE RE-EVALUATED (BY OTHERS). 16-10-8 16-10-8 1 2 3 4 5 6 7 8 9 5.00 5.00 5-6 3-4 10 33,9-0 11 12 13 14 ' 15 16 CiicleN pYjtes and false tarameu races are pos,Uort b '18'(18 a:l. 'H'(16 a. or MX'(TWMX 20 4a.), posRion�1 e P P 13�a,. showriRattSSoove. SShnl �ble stud plates to avatl Overlap wlth sewchi(al plat legs (Roes ple). WA Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not Wss system. It has been based on specillwtions provided by the comPonent manufacturer ane done In ,=rdance vitth the cunent versions of TPI and AFPA'design standards. No responsibility is assumed for dimensional acwmcy. Dimensions ere 10 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must escorlain that the beds ulilimd on this design meet or exceed the leading imposed by Bre local Wilding code and the particular apPliwtbn. The design assumes that the by chord is btemUy brecod by the mof or floor sheathing and the bottom chord lo blorelly braced by a rigid sheathing material directly e8ached, unless olllemiso noted. Bracing shown lo for lateral support of components members only to redu- buckling length. This component shoo net be placed in any e moot s true, will cause the moisture mntem of ew ,.aa4 to.�.4 laX .Mr.. roue. c=n,,.cre. pine ae„vabn. Feadm[=, aa-io Install * . ane ereco this tram In acwrdanca wltll Ne 10110Mflg 3WnB8ltl5:'JBint8nd filming Detail Reports' au9illibla as output from Tmswel software, . (SCSI 1-0 t , nd BC 1'- Woad Tram Council of America Standard Design Rasporulaithies, (BUILDING COMPONENT SAFETY INFORMATION. (SCSI sin end . Th SUMMARY SHEETS' by WTCA end TPI, The Thos Plot- Institute (TPI) I- b®ted at 583 D•Ortofric Driw, Madison, Wiscontin 5371 B. The American Forest end Pepe! Association (AFPA) b Inca,od at 1111 19th Street. NW, Ste 800, Washington, OC 20036, Qtv:. 5 This Inas I. designed using the UBG97 Code. a., Endosod . Y=s Impanonae F=ctor . l .aa Truro Location .End Zona Hu=ne/Oeeen Lina = No , Exp Catogory= B Bldg Lennggth = 80.00 N, Bldg Width = 33.75 n Mean rw a h°IIOaht = 11.68 ftmph = so UBC StandardOccvpanry, toad Load = 21.0 all I7-4-7 SHIP 2 0-4-1 82 W:308 R:1249 _ U: ,jjam�!!( 4. COLN � �V'�..rDIINIG DIVIS V'V .D 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_100001 Dsgnr. KJD #LC =.16 WT: 204# TC Live 16.00 psi LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1,15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens SC Live 0.00 psf 1.15 / 1.00 / 1.00 BC Dead 10.00 psf O.C,Spacing 2-0-A Bldg Code: UBC -97 DEF L RATIO: L/360 TC: U360 Job Name: JCHUGHES BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 1 0-1-12 1201 3.50' 1.50' 2>5 DFL #1 4a 2 22-1-12 1752 3.50' 1.50' B 2x DFL011 3RG REQUIREMENTS shown are Dasotl ONLY LL HO at WEB ' 3n the truss material at each bearing MAX DEFLECTION (S anj : 0999 MEM 8-9 (UNE) LC 15 2x4 DFL STANDARD GBL BLK 2xA DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT #1607. Loaded for 10 PSF nonaonConrent BCLL. L=-0.07- D=-0.11' T=-0.18' PLATING BASEDON GREEN LUMBER VALUES. WTICAL MEMBER FORCES: TC COMP.(DUR.y TENS.ttTUR.) CSI Flet top chord hes not been deal for drilling chow unisas, nolod =9-iw. 1-2 -21611.25 oao 2J -19171.25 0.30 ADEQUATE LATERAL BRACING IS REQUIRED 3-4 -19601.21 0.24 45 -2373 1.25 0.33 AS SPECIFIED OR USE ADEQUATE SHEATHING. 0.34 MAY USE ADEQUATE STAPLES FOR GABLE B5.6-21051,25 (O -8 COMP.(DUR. TENS. OUR.) CSI 7-8 / 1s BLOCKS. GABLE BLOCKS MAY REQUIRE' LATERAL BRACING DUE TO WIND APPLIED 1.25 0. 7 &9 / 14921(1.2530.42 TO THE FACE. SEE TRUSWAL'S SUGGESTED 9-10 / 14a1�1.2510.44 10.11 / 254 (1.25) 0.54 GABLE BRACING DETAIL(S). LATERAL LOADS IN LINE WITH THE CHORDS HAVE NOT BEEN WS COMP. TUR. TENS. TUR.) csI z-0 y3et1.60)�.05 'CONSIDERED UNLESS NOTED OTHERWISE. -289(1. Sy 4-6 r 495(1.25 0.20 4-10 THESE LOADS AND THEIR CONNECTIONS / 941(1.25)0.36 5.10 -794(1.25y 0.15 ARE PER THE BUILDING DESIGNER. PLATE IN GABLE STUDS AT 16'O.C. WITH R1.5-3 MIN. PLATES. F 79 urham,2 DurhamCA Da yon Highway D 9593 8 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: E8 Plalingec : ANSIRPI - 1995 THIS ESIGN IS THE COMPOSITE RESULT OF IFiHANGERSDAREDINDICATED ON THIS DRIAWNG, THEY ARE BASED ON 1:5' HANGER NAILS FOR I -PLY AND 3- HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED ((BY OTHERS) Permanent Dmang is required (Dy others to erd ANSI/rPaMappfing. Sae 6CSI 1-03' 11-4-6 10-11-2 1 2 3 4 5 6 5.00 5.00 3-4 B13 4 6_8 3-4 3A W:308 1.5-3 R:1201 2_3-8 U: I 11-5-8 CONTINUOUS �� I� SUPPORT 33-9-0 7 8 910 11 B2 W:308 R:1752 TYPICAL PLATE: 1.5-3 U: 20 . f 8-2-3 1SHIP I 0-6-4 VVHl[IVIIVV Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building Componem rot truss system. It has been based on speari®tons Provided by Ore Component manufacturer and done in accordance with the anent uersiom of TPI and AFPA design standards. No maponahiliry b assumed fordimansbnel ocWmry. Dimensio are to be vanfwd'by the camponont msnufecturar and/or building designer Prior to fabd®lion. The building designer must escenein that the loads utilised on this design moetar exceed the loading imposed by the local building code and the Particular applicatbn. The design assumes that the top acrd is Laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced bye rigid sheathing material directly attached, unlessotherwise ' rated. Bracing shown is for Lateral SupPortof components membersonty to mdum buckling length. This component shell not be placed in any environment that will cause the moisture content of the wood to esceed 19% and/or cause WMBCIar Plate corrosion. Fabricate, handle, install and bramthis truss In ecwrdanca with the lolbwing stand 'ANSI/M t''Joint and Cutting Detail Reports' awilabb as output from Truswel software, I/fPl , YVTCA 1' -Wood Truss Council of America Standard Design Responsibilities. •BUILDING COMPONENT SAFETY INFORMATION - (BCSI 1-03) end BCSI SUMMARY SHEETS' by WrCA and TPI The Truss Plate Institute (TPI) is boated at 563 DOrafno Drive Madison Wrsoonsin 53719. The American Forest and Paper Association (AFPA) is located el 1111 19th SU --L NW, Ste 800• Washington, DC 20036. Qty: 1 This dosiggn based on chord bracing applied par the following schedulo: TG 24.&- i6i0-a z2 -3-e TC 24.00- 11- o- 6 16-10.8 This truss La designed using the UBC -97 Code. Bldg Endossd - Yes, Imponame Factor = 1.00 Truss Location = EM Zone Hurricane/Oce Li - No , ErV Colagary B Bldg Le N = eo.ao n, Bldg wldln = Z2.21 It Mean roof hoiehf = 11.68 n. mph 80 UBC Standard Occvpen Dead Lead = 21.0 psf -LOAD CASE #1 DESIGN LOADS 01 L.Plf L.Loc R.Ptt R.Loc LL/R 7C Vert 74.00-2-D-0 74.00 0.0-0 0.43 TC Vert 54.00 0.0.0 54.00 11- 1- 4 0.19 TC Vert 108.00 11-1.4 158.00 16-10-8 0.51 TC Ven 158.00 16.10-e- 158.00 22-2-6 0.49 TC Vert 54.00 22-2-8 54.00 22- 2-14 0.59 TC Ven 74.00 22-3-8 74.00 24-18 0.43 BC Ven 20.00 0-0-0 20.00 22-18 0.00 j �j+rp�nCOUNT ; U; DING DIVISI �J � V l J n , 2007 yt1. J�4 7/19/2006 Cust: DA WO: Drive_N-jchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 287# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow ' 0.00 psf SnowDur L=1.15 P=1:15 TC Dead 11:00 psf Rep Mbr Bnd / Comp / Tens 'BC Live 0.00 psf ' 1.00 /.1.0011.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 DEFL RATIO: L/360 TC: U360 ob Name: JCHUGHES MEMBER FORCES: TC 2x4 DFL #1 BC 2x4 DFL #1 GBLBLK 214 DFL STANDARD PLATE VALUES PER IC80 RESEARCH REPORT #1607. Loadad for 10 PSF iron -concurrent BCLL. Pannenenl Drodng ct ra4uiretl (b others) to prevent retatioMopplI,. Sae BCS, 1-03 and ANSI/TPI 1. PLATING BASED ON GREEN LUMBER VALUES. F 792 Durham Dayton H9i hwa Durham, CA 9 936 y +TRUSPLUS 6.0 VER: T6.5.2 Truss ID: G1 Pleerg spec : ANS -' - 7995 THIS DESIGN IS THE COMPOSITE RESULT OF IFMNANIPLE CERSOARECINDIUTED ON THIS DRAWING. THEY ARE BASED ON 1.5' HANGER NAILS FOR i -PLY AND 3' HANGER &LS FOR MUIT.11 GIRDERS. IF&.- GUN NAILS ARE USED. -E HANGERS MTBE RE£/ALUATED (BY OTHERS). May 5e Ide4uato staptae for gable blocks. BLR NG DESIGNER MUST VERIFY GABLE LOADS! 1.19eblo bradng Iaqubad p@o 58' Imerv°Is, 86e�OGenatrel Ga°dble °DdetoPls'�C002065035. O q0 00 00 00 O O p O. O O p 2-6--. 2-8 0 N�N 12-0-0 12-0-0 1 2 3 4 5 '6 7 89 10 112 13 14 15 16 17 18 19 5.00 3-4 5.00 20 VVJ4 rXIVIIV L7 Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building wmponem not tons system. It hes been based on 3pecifico0ons provided by the component manufacturer end don° in accordance with the cusem versions of TPI end AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimonslona ere to be vent d by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads WI'rsed on this design meal or -ed the loading Imposed by the local building code and the particular epplicallon 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 tied sheething,meteriel directly attached, unless otherwise noted. Brecing shown is far lateral support of components members only to reduce buckling length. This componerd shall rot be placed N any OZ-bmme til that wa1 ouve the n:om�.. antenr er the .wee to erceen la%e,mrer r°vm canna r pine wrraslon. Fa Drfrate, hargb, Irlsrall °"d efeCB this vass in accordance with the following -nom; 'joint and wbilg Oelell Rectalis' available as outpm from T uswal sbflwere, 'ANS1rtP1 t','WTCn t -wood Truss CoanGl of America Slentlam Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - (BCSI 1�3) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is IO.tad at 5830'OnoSA Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 18th Street, NW, Sl° 800, Washington, DC 20036. This tons V designed using the UBC -97 Code. Bldg Enclosed = Yes Importance Factor = 1.00 Too° loralbn - EnJ Zone Hunkam/Oeoan Lina '1% Catego7.8 Bldg L,nTh a 80.00 fL Sdi Wgth = 221 fl Moen roeoT heAI = 10.87 h, mph = BD. UBC Stand 1 Oawpency Dead Load = 21.0 psi -LOAD CARE #1 DESIGN LOADS TCV en Dir L 74.00 - PIF 20. 0 P74.00 ff L0. 0.0 0.43 TC Vert 108.00 163.00 12- 0. 0 0.57 TC Van 183.00 102-00.% 708.00 24.0. 0 0.49 TC Vert 74.00 24- 0. 0 74.00 26.0. 0 0.43 BC Ven 20.00 0. 0. 0 20.00 2a 0. 0 0.00 BUTTE COUNI BUILDING DIVISI Cust: DA WO:Drive_N-jchughes_L00007_J00001 24-0-0 I --i 20 21 22 23 24 25 26 .228 2i -o 2903132 33 34 35 36 37 38 --� -a -o LiveDur L=1.25 P=1.15 TC Snow I I �0�0; O 4�9 11.00 psf pl "NN^"IILL � l 9 1 p1l 0.00 psf p 069 �p 1 q II p p2 O TYPICAL PLATE: 1.5-4 11 1 OVER CONTINUOUS SUPPORT 20 VVJ4 rXIVIIV L7 Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building wmponem not tons system. It hes been based on 3pecifico0ons provided by the component manufacturer end don° in accordance with the cusem versions of TPI end AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimonslona ere to be vent d by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads WI'rsed on this design meal or -ed the loading Imposed by the local building code and the particular epplicallon 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 tied sheething,meteriel directly attached, unless otherwise noted. Brecing shown is far lateral support of components members only to reduce buckling length. This componerd shall rot be placed N any OZ-bmme til that wa1 ouve the n:om�.. antenr er the .wee to erceen la%e,mrer r°vm canna r pine wrraslon. Fa Drfrate, hargb, Irlsrall °"d efeCB this vass in accordance with the following -nom; 'joint and wbilg Oelell Rectalis' available as outpm from T uswal sbflwere, 'ANS1rtP1 t','WTCn t -wood Truss CoanGl of America Slentlam Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - (BCSI 1�3) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is IO.tad at 5830'OnoSA Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 18th Street, NW, Sl° 800, Washington, DC 20036. This tons V designed using the UBC -97 Code. Bldg Enclosed = Yes Importance Factor = 1.00 Too° loralbn - EnJ Zone Hunkam/Oeoan Lina '1% Catego7.8 Bldg L,nTh a 80.00 fL Sdi Wgth = 221 fl Moen roeoT heAI = 10.87 h, mph = BD. UBC Stand 1 Oawpency Dead Load = 21.0 psi -LOAD CARE #1 DESIGN LOADS TCV en Dir L 74.00 - PIF 20. 0 P74.00 ff L0. 0.0 0.43 TC Vert 108.00 163.00 12- 0. 0 0.57 TC Van 183.00 102-00.% 708.00 24.0. 0 0.49 TC Vert 74.00 24- 0. 0 74.00 26.0. 0 0.43 BC Ven 20.00 0. 0. 0 20.00 2a 0. 0 0.00 BUTTE COUNI BUILDING DIVISI Cust: DA WO:Drive_N-jchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 181# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15. TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens ' BC Live 0.00 psf 1.0011.00 11 m BC Dead 10.00 psf O.C.Spacing 2-0-.0 Code: UBC -97 U360 ob Name: JCHUGHES CR171CAL MEMBER FORCES: F 792 Du® , on Highway Du�hemaA 9 938 TRUSPLUS 6.0 VER: T6.5.2 TC 2x4 DFL M BC 2x4 DFL 91 GBL BLK2>m DF2g DFL STANDARD L a2 a 5 ,17 ,19 21,23 PLATE VALUES PER ICBO RESEARCHREPORT#1607. Lcedad for 10 PSF nonconcunent BCLL. Ma d to stepbs for g ble blacks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! I!1 gable bmm m4ukod Q 5B- inlerwla, II exposed to end bad appplied to face. Seo'Gererat Gable DeeiLn 0002065035. Truss ID: G1A '"CIS : IS TU I -1995 THIS DESIGN IS.THE COMPOSITE RESULT OF MULTIPLE .DAREGI NADI GATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1?LY AND 3' HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED Y OTHERS). Permerham Dr dgT Is rastuired j, TE b Prevent retationnoppling. See RCSI 1 and ANSIrrPI I. PLATING BASED ON GREEN LUMBER VALUES. 280 vlV" UIr)lcoclovlvmlevl�vl�vl To T Tao?T09 v o 0 Z-6-0 � r rDr co'- '2-0-Q-0 ar Nr-�N N�N 12-0-0 12-0-0 1 2 3 4 5 6 7 B 9 10 11 12 13 1-41-5-1-6---1-7--1 5.00 1.5-35.00 -5-3 1.5-3 5 3 4-4 3 3 1.5-3 1.5-3 1.5-3 1.5-3 1.5-3 1.5-3 1.5-3 1.5-3 5 4-1 1.5-3 1 . t 1.5-3 6-1-13 = 3-4 34 t SHIP 4 0 -1 S=3.5-4 '0-4-1 1.5-3 rvf4rX1VIIV V Read 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 hes boon based on sPe� tions previded by Na componem manufactu er and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimension acarery. Dimensions era to be tedfied by the component manufa surer and/or building designer Prior b fabrication. The buibbg designer must ascartaln that the leads ulili7 d on this design meat or e=ad the loading imposed by the local building code and the Pedicular application. Tha design assumes that the top chord is laterally braced by the reef or floor sheathing and the bottom chord Is laterally braced bye rigid sheathing notarial directly attached, unless othenviss m noted. Bracing shown is for lateral support of components embers only to reduce buckling length. This component shall no be placed in any environment that will cause the moisture content of the wood to eased 19% and/or cause connector plot. corrosion. Fabricate, handle, irlsb6 and brace this truss in accordance with the following slandards:'Jclnt and Curs' aing DaWfl ReportIlebb as outgo frem INFORMATION. INFOTcuswal coftRMAwam, ANSuTPI t , 41'rCA 1 - Wood Truss Council of Amorice Standard Design Responsibilities,'BUILDING COMPO (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. Th. ToNENT SAFse Plata Institute (TPI) i Wisconsin 53719. The American Forest end Paper Associations located at SB3 OOnofdo Drive, Ma RMA Association (AFPA) is bcebd at 1111 19th Street, NW, Ste $00. Wealdrgton, DC 20036. 1 This truss is designed using the US 97 Code. Bldg Enclosed - Yos Importance Fodor = 1.00 Trvva Lomtbn E� Zone Huntcene/Ocean Line = No , E, Cotagory e B Bldg Le th = 80.00 ft. Bbg Wath ft Mean m* halo ht= 10.87 ftmph = 80 sec StergardOccopan f7ead Lot; 21.0 psf -LOAD CASE #1 DESIGN LOADS -- Dir L.Pif L.Loc R.PIf R.Loc LLJTL TC Ven 74-0 - 2- 0. 0 74.00 0-0-0.0.43 TC Ven 108.1K1 0. 0. 0 183.00 12.0. 0.51 TC Van 163. 10 12.0.0 108.00 24.0- 0 0.49 TC Ven 7..00 2x0.0 74.00 26-0.0 0.43 BC Ven 20.00 0. 0. 0 20.60 2a- 0. 0 0.00 T C: UN y 3uil 7/19/2006 Cust: DA WO: Drive_NJchughes_1-00007_J00001 Dsgnr. KJD #LC = 16 WT: 204# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2- 0- 0' Bldg Code: UBC -97 DEFL RATIO' U360 TC: U360 Job Name: JCHUGHES iBRG X -LOC REACT SIZE REQ'D 1 0-1-12 1586 3.50. 1.69" 2 23-10-4 1586 3.50- 1.69' BRG REQUIREMENTS shOvm are based ONLY on the truss material at each bearing MAX DEFLECTION (s)an) U996 MEM 7.8 (LIVE) LC 1 L= -0.29' D= -0.41' T= -0.69- CRITICAL MEMBER FORCES: TC COMP.(DUR.y TENS.(DUR.) CSI 1-2 -31841.25y 0.48 2-3-70141.25yyy 0.41 3-4-3W41.25y 0.41 4-5 -3184 125 0.46 BC COMP.(DUR. TENS.&R.) CSI 6-7 / 287 t1.25 0. 3 78 / 1926(7.2530.90 8-9 / 28801.25 0.93 We COMP.(DUR.y .TENS.D UR .) CSI2-7-271(1.25y 61.60)005 37 12645 3-e 5)6451.60)0.0512 2510 4-8 -271(12 .5S17 TC 2x4 DFL #1 8C 2x4 DFL SS earah- IDwFoeteseNoDAo .D.s. PLATE VALUES PER 1080 RESEARCH REPORT 01607. Looded far 10 PSF noncommnent BCLL. Permanent bracing is,required (b others) b Pravant `aWU0n topPling. See SCSI 1-03 and ANSInPI is Truss ID: G2 Plating spec : ANSInP1.1995 THIS DESIGN IS THE COMPOSITE RESULT OF IF UHAN.ERPLE 90ARE NDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR 1 -PLY AND 3- HANGER NAILS FOR MULTI -PLV GIRDERS HANGERS (MUST BE NRMALAATU EVALUATED (B1' OTHERS). PLATING BASED ON GREEN LUMBER VALUES. 12-0-0 12-M 1 2 3 4 5 5.00 5-6 5.00 Qty: 16 This truss is designed using the BW9 Endorsed - Yea I- T_ Factor - 1.0e Location -End Zone Hurtiwn40man Line - No. E Category B Bldg Lennggth - 60.00 ft. Bldg Width = 22.21 h Mean real height - 10.67 h mph - 80 UBC Standard Oecupa ISead Load - 21.0 Pat -LOAD CASE #1 DESIGN LOADS Dir L.,if L.Loc n. Pit R.Loc LLRL TC Ven 74.00-2-0-0 74.00 0.40 0.43 TC van 54.00 4 Q 0 54.00 24.0- 0 0.se TC Vert 74.00 24- 0. 0 74.00 26.0. 0 .59 BC Vert 2(1.00 0.0.0 20.43 .00 6-0.0 0.00 BC Vert 120.00 6-6-0 120.00 17.6-0 0.36 BC Ven 20.00 17- 6- 0 211.00 24- G. 0 0.00 W:308 B2 R:1586 W:308_ U: R:1586 U: 24-0-0 6 7 8 9 r vJ"1 /T I V I I V V Read ail 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 hos bean based on spedfieations P-Ided by the wmponem manufacturer end done in accordance with the current versions of TPI'snd A. design standards. No responsibility is assumed for dimensional accuracy. Dimensions F are to be varifiod by the wmponont manufaetunr andfor building designer Prior to febniwtion. The building designer must ascertain that the bads utilized on this design meet of ezcaed the loading imposed by the local building code end the pa Ncular application. The design essumos that Ure top chord I- laterally braved by the motor Boor sheathing and the bottom dere is blerally braved by a rigid sheathing material directly attached, unless otherwise ® noted. Bracing shown is for lateral suppon of components members only to redum buckling length. This component shall not be plawd in any environment that will wase the moi, -,lune content of the wood to exceed 19% and/or muco wnnector plate wnosion. Fabdmte, handle. install 792 Durham Da OA Highway and brae this Inst in _dan wire the following atandards: *Joint and Carting Ocnall Raporta• availabb as output tram Tnrswal Mtwara. Durham, CA 95938 'ANSI/TPI 1•, Y✓TCA 1 --wood Truss Couneu of Am. Standard Design Responsibilities. 13UILDING COMPONENT SAFETY INFORMATIO :TRUSPLUS 6.0 VER: T6.5.2 N - (BCS' 1-03) end SUMMARY SHEETS' by WTCA and TPI. The Tens Plata Institute (TPI) is bmted et 583 Ono Ofria Drive, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is bmted at 111119th Street. NW, Ste 800. Washington, DC 200W.- 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_J00001 Dsgnr. KJD #LC = 16 WT: 132# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live , 0.00 psf 1.00 / 1.00 / 1.00 BC Dead 10.00 psf O.C.Spacing 2-0-p Code: UBC -97 I DEFL RATIO: U240 TC: Job Name: JCHUGHES BRG X -LOC REACT SIZE REO'D TC 2X4 DFL #1 1 0-1-13 1871 3.62. 1:50- BC 2l® LVL 1.65ETSLSL 2 22-11-12 2579 2.50- 1.50- WEB 2:4 DFL STANDARD BRG REQUIREMENTS Shga-' ate based ONLY PLATE VALUES -PER ICBG RESEARCH REPORT.,a,. on the Wss material at each bearing Lon ad for W PSF tan -can- BCLL. MAX DEFLECTION (s an) : U999 MEM 8-9 (LIVE) L 1 Nai `pattern shown is for PLF bade only. L=-0-10" D=-0.13" T=-0 23- ... FOR CONCENTRATED LOADS: . CRITICAL MEMBER FORCES: TC CO,P.(DUR.y TENS.(OUR.) CSI 1-2 Use 3' mild min. into the cortyIn -,ben For more man 2 ply, uoo addi 1. t CLUSTERS d indicated fmm -3816 2J J636E1.25y 3.4-43461(7.25Yy 1.25y 0.24 0.20 0.26 the beck p". or use ny diner oppmwd dotail(br thors), IF 2 5- GUN NAILS ARE USED, ANY NAIL CLUSTER 45 -0540 1.25 0.55 AMOUNTS SHOWN MUST BE INSTALLED FROM THE UBC -97 FRONT AND BACK FACE EQUALLY (TOTAL NAILS . BC COMP.(OUR. TENS. DUR.) CSI 351 DOUBLE THE AMOUNT SHOWN). .•.... a'a... a...... (11.25)1 25)0.5 7.8 / 4208(1.25)0.97 a aa♦ 8-9 / WE COMP.(DUR.y TENS. CSI 2-7 -337(1.25)/ 2511.60) 0.02 3.7 / 1165((1.25 0.24 3.8 / 225Dj1.25; 0.46 4.8-387(i.25y 0.02 F 792 Du®on Highway Durherrr, CA 9 938 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: K Plattng spec : ANSIRPI. 1995 - THIS DESIGN IS THE COMPOSITE RESULT OF ,F MULTIPLE OAREC-ISI S -TED ON THIS DRAWING, THEY ARE BASED ON.1.5' HANGER NAILS FOR 1 -PLY AND 3' HANGE`k'i5US FOR MULTI -PLY GIRDERS. IF 1GUN NAILS ARE USED, THE HANGERS MUST BE REVALUATED ED. OTHERS). Permanent bracing u required (b mors) b Pravem rdb=ppling. So. SCSI 1-03 M ANSVTPI I. PLATING BASED ON GREEN LUMBER VALUES. 2 -PLY! Nall w/1 Od BOX stagqerdtl (pe NOS) In: TC -2 BC -2 WEBS -22 PER FFDOT!- �- 11-6$ i 11-6-8 2-PLYS 1 2 3 4 5 REQUIRED 4.834.83 5-6 Qty: 2 ThisWss is designed using the C_0, Code UBTruii Lor�albn e E d2o Pew Factor . f.00 Hunicano/Ocenn Lim a No. Exp Cat,go BZ; B Bldg Le th.= 80.00 R, Bldg Width = 23.05 h Mean roof he'ght = 10.49 ft, mph c 80 UBC SW nda Occupancy, LO Dead Load = 15.6 -LOAD CASE pl DESIGN ADS -- psf D1r L.Pg L.Loc R.PIf R.Loc LLITL TC Ven 74.00-2-0.14 74.00 0.0-0 0.43 TC Ven 54.00 0-0.0 54.00 23-1-0 0.59 TC Van - 74.00 23.1-0 74.00 25.1-14 0.43 BC Ven 20.00 0.0-0 20.0023.1.0 0.00 TYp.P 10.s X.Loc LLrrL TC Vert 0.0 0-1-13 t.DO TCVan 0.0 22a1-12 1.00 BC Vert 260.0 3.7-6 0.43 BCVan 810.011-d-3 0.43 Bc Van 1365.0 19_1_14 0.43 5-9-8 SHIP 2 0-4-0 2�0-14i 9 W:310 B2 R:1871 W:208 U; 260# 810# 1365# R:2.57g U: 6 7 TYPICAL PLATE: 3.5-4 8 Iv v/ t RI V11 V V Read afl notes on this sheet and give a copyof it to the Erecting Contractor. This design is for an indW wl building component not truss system. It hes been based on specilketions provided by the component manufacturer and done In accordance with the current uarsions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions em to be lerified by the compamm menufoclurer Indtor building designer prior lo fabrication. The building designer musl'9scefatin that the bad. utilized on this design meet or exceed the loadinposed b g imy the brat building coda and me penicular application. The design assumes mat the top chord is laterally braced by the roof or floor sheathing aro b the bottom chord is Laterally mrxd by a rigid sheathing material directly attached, unless otherwise noted- Bracing shown is for lateral support of components members ory to reduce buckling length. This camponenl shell not be placed In any environment that will cause the moisture canlanl of tM wood to a,o:a.d 10% aad/a, v,ea co,,,,. _ arca brace this truss in al;WnIfinOO "^•-P'-n• �,•�,„,; c.b,1v,. n...dn. , WIVI d1C i9;;Ing Mwards:'JOI1d and Culling Detail Rep!ilts' available as output from Tmswal software,yn 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design R-Pomibilities,'BUILDING COMPONENT SAFETY INFORMATION' - (BCSI 1-03) end MCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Omfrio Drhe, Madison Wisconsin 53719. The American Forest and Pepof Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20038. BUTTE COUNTY EUI DINIC- DIVISIO s-if''`s''""In . 7/19/2006 Cust: DA WO: Drive_NJchughes_L00007_J00001 DSgnr. KJD #LC = 16 WT: 100# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr 8nd / Comp / Tens BC Live BC Dead 0.00 psf 10.00 1.00 / 1.00 / 1.00 psf O.C.Spacing 2- 0- 0 Bldg Code: UBC -97 Job Name: JCHUGHES 'BRG X -LOC REACT SIZE READ TC 1 0-1-12 553'3.50* 1.50• 2x4 DFL #I BC 2x4 DFL a1 2 10.9-10 405 HGR 1.50• BRG RECILIIREMENTS Snbwn WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO are based ONLY tm the W55 nlatef181 at each beefing BRG HANGER/CLIP NOTE RESEARCH REPORT p1e0T. d for 10 PSF LoaPLATING BASED ON GREEN LUMBER VALUES. 2 Hangger TBE' 'IiANGER(S) End venicois are designed for easel bads only unless noted otherwise. TO BE ENGINEERED Edansions above r Eabw tM Wss prefab Support Connection(sVHanger(s)are not designed ars (da^Y)nava been aesyrredfor bees ndicated only. Horim loads for horizontal loads. MAX DEFLECTION (span ( tel applied at the and of the edensbrs hale not been D ) L/999 MEM 5-6 (LIVE) LC 15 considered unless shown. A dmp4eg man therwise unsupported well may creates ' L= -1 D=-0.02* T=-0.04* hinge effect thel re utres additional design CRITICAL MEMBER FORCES: TC COMP.LDUR.y TENS.(DUR.) 'CSI considerelion (by others). 2-3 54(1.25V 38(1.25) 0.30 BC COMP.(DUR. TENS.(pUR.) CSI 45 / 5161.25 0.2 55 ! 511 1.25 0.22 WB COMP.(DUR. TENS.(DUR.) CSI 2-5 / 129(x.90) 0.07 2,6513tt1.25yy 0.30 35 •107(1.25y 22(1.60)0.04 F 79z DuDu®on Highway Durhami CA , gn TRUSPLUS 6.0 VER: T6.5.2 Truss ID: Pialirg spec : ANSl/TPI - 1895 THIS DESIGN IS THE COMPOSITE RESULT OF F HANNIULGER. ARELOAD CiNOECgTED ON THIS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY CIRDERS. IFHANGERS MUST BE RE-EVALUATED (BY OTSED HERS). 2 5.0 1.5-4 3 1 B1 W:308 R:553 U: 3-4 4 10 11 6 5 6 B2 W:306 R:405 U: 5- -9 SHIP v vH rCIV//VV Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an in building component not truss system. It hes been based on VOCIfi ations provided.by the component manufacturer and done in accordance with the curter vensbro of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimenaon , am to be varllmd by the component manulacturer and/or building dosignar prior to fabrication. The building designer must ascertain that the bads u011red on this design meat or exceed the loading imposed by the local building code and the particular application The design assumes that the cop chard is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members onyto mduco buckling length. Thiscomponent shoo not m placed in any mart that laid rause mo -I%.. comers o/ Ne wood ta-al 10% and/or mope mnrwaa. o4te mrroslan. FeMnot b hand, install aro prow tow cuss In a0Wcoloa0Ga WIN ale 1000lying SlandlIMS: Joint and Cutting Detail Raper& Available as output Imm Truswal software. 'AN$l" 1.1 WTGA ) � rrDDd TRles CB6nDl of America 9landprd peygn Responsibilities, BUILDING COMPONENT SAFETY INFORMATION. (SCSI lin and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPQ is located at 583 Mnofrio Drive, Madison, Wisconsin 53718. The American Forest end Paper Association AFP- is located at 1111 Jain Street, NW, SIO 800, Washington. OC 20036. Qtv: 2 R yy red bearing widths and bearing areas ippylwhon loco rot supported in p hanger. nu u„__ ;, de,ipned vpn.g the emG&7ialo�sead'. 9 Yos, Importance Factor a 1.00 Truss Locotion = End Zone HunicarmlOcoan Uno = No , E� Calago.7 = B Bldg Lerglh - 80.00 f , Bldg Width c 21,72 ft Mean mai he11o�M - 1029 ft, mph - 80 UBC Star XI Dead Load = 15.6 pat A PADIN 7/19/2006 Cust DA WO: Drive_N-ichughes_1-00007_J00001 Dsgnr: KJD #LC = 16 WT: 66# TC Live 16.00 psf Livel L=1.25 P=1.15 TC Snow 0:00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live BC Dead 0.00 psf 10.00 1.15 / 1.00 / 1.00 psf O.C.Spocing 2- 0-,0 Code: UBC -97 TC: i Job Name: JCHUGHES ERG X -LOC REACT SIZE REQ'D TC 20 DFL #1 1 0-1-12 277 3.50' 1.50' BIC 20 DFL #1 2 3-4-0 129 HGR 1.50• WEB 2.4 DFL STANDARD aRG REQUIREMENTS Shown Bre based ONLY on the truss material at each bearin 9 PLATE VALUES PER ICBO RESEARCH REPORT 01607. PLATNG BASED ON GREEN LUMBER VALUES. End wNlals am designed for a)dal beds ERG HANGERICUP NOTE W t.m ass nulad otherwise. 2 'TJC37 F�dB_: ns etiow or below the truss prefile Support Connection(syHan er(s) are (d any) haw been designed for bads indicated only. Horizontal loads applied at not desi ned for horizontal loads. the end of the extension haw not been SEE SIMCATALOG FOR ADDITIONAL INSTALLATION NOTES considered unless shown. A dmp4eg to. an otherwise unsupported wag may mate e MAX DEFLECTION (span) : ninge arras that reqcores additional design U999 MEM 34 (LIVE) LC 1 considgraw (by others). TC COMP.((DUR.y TENS.(OUR.) CSI 1-2-27(1.2SY 30(1.25) .10 SC COMP.((DUR. TENS.(DUR.) CSI 3-4 0(0.90y 36(1.60)0.07 WB COMP.((TUR.y TENS.(DUR.) CSI 24 -85(1.z5y 16(1.60) 0.01 F for Duronm 08 loft nignWay Durhamt Cq 9936 TRUSPLUS 6.0 VER: T6.5.2 Truss ID: M2 Plating spec : AN5IfTPl - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF IF HATNGER3 A�REDINADICATED ON TMnS DRAWING, THEY ARE BASED ON 1.5- HANGER NAILS FOR 1FLY AND 3- HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 1 2 5.00 1 F A W:308 R:277 U: 2-0-0 3-5-12 3 4 8 B2 1 'TJC37 W:308 R:129 U:-1 vv/`iItIVINV Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an Individual building component net truss system. It hes been based on specifications provided by the component manufeclurer and done in accordance with the current wnsiorm of TPI and AFPA design standards. No responsibility is assumed for dimensional accumry. Dimensions ore to be wrified Ey the component manufactumr and/or building designer prior to fabrication. The bullding designer must escartain that the bods utilized on this design meet or exceed the loading imposed by the local building code and the particular app6mtion. The design awumos that the top chard is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directlyBtedhed, unless othemiso noted. Smcing shown is for lateral support of componenm members only to reduce buckling length. This compolteld Shall not be Placed In any °nvtmnmon IhaaV�wll�euea rh. ,,„;., r,,,. ,.,tea„ a cwrp,ere carromon: reoncat°,nandle,iesiso ccom°rtes.dui ow following vArbefds;'Jahn ON Gutting Detail Reporls' available as output from Truswal software, ANSIfMi I" )Y[Gh) - VVOIRI TIILSS (AUndl Of Ambriw Standard Design Rasponsibilitiea,'BUILDING COMPONENT SAFETY INFORMATION - (SCSI 1-03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Orefrio Ddw Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located of 1111 19th SIDca d Se 600, Washington, OC20036. son. Qty: 2 Rpeauyiwhen°I ring widths and bearrie u es U�LIFT REACTION( S):Su gel. This Wss is designed using the USC -97 Code. Bldg Enclosed - Yes, Imponenca Factor = 1.00 Tums Locetion = End ZoHvilicane/Oceane g ry Bldg Length - 80.00 ft. Bldg Widthe1B21.72 fl Mean mo he = 8.74 ft. mph = 80 UBCW Standard Occupancy, Deed Load - 15.6 psf BUILDING DIVISIC APPROVED ti J n vt4 Cust: DA WO: Drive_NJchughes_1-00007_J00001 Dsgnr. KJD #LC = 15 WT: 19# TC Live 16.00 psf LiveDur L=1.25 P=1.15 TC Snow 0.00 psf SnowDur L=1.15 P=1.15 TC Dead 11.00 psf Rep Mbr Bnd / Comp / Tens BC Live 0.00 psf 1.1511.001 1.00 BC Dead 10.00 psf O.C.Spacing 2-0-0 Bldg Code: UBC -97 1 V � STANDARD -GABLE END DETAIL 12 VARIES YATM COIR. TRUSS LEDGER.. MINIMUM GRADE i A A CORDS AND STUDS PER TRUSS DESIGN. in w (ox Q CONMUS BEMINO AS REQUIRED _I SPAN TO MATCH COMMON TRUSS -, 4-10d NAILS MIN. 8d ® 6" O.C.2-1Od TYP. PLYWOOD SHEATHING TO -� 1-2X4 STD. DF -L BLOCK 2' MAX EAVE W/ NO.2 OR BTR 42 OUTLOOKERS ® 32" O.C.,' DO NOT -OVER- CUT TOP CORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK 7 LEDGER GABLE END --�_ SIMPSON A34 OR ____�Vl EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S• ® 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES: / 2X4 BLOCK 2X4 STUD OR BTR SPACED 5'-0" O.C. SHALL BE 'PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED- ® 24" O.C. 1). 2X4 NO.2 OR BTR FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS @ 6" O.C. 2). 2X4 LEDGER NAILED TO EACH STUD WITH 3-10d NAILS. 3). 2X4 STRONGBACK TO BE. CONNECTED TO EACH VERT. STUD W/ 2-10d TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131"DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO- STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRACED ® 4'-0" MAX - FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING 2). MAX MEAN ROOF HEIGHT IS. 30'. ,BUTTE 3). MAX ROOF LIVE LOAD TO BE 40 POUNDS PER SQUARE FOOT. COLJ�Jr' 4). PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. L)��-� TR USWAL SYSTEMS 4445 NORTHPARK IjRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 .(800) 322-4045 FAX -.(7j9) 598-8463 CO.01003160 114/01 . .Users of Truswal engineering: The TrusPtusTm engineering software will correctly design the location ers for requirements for permanent continuous ;lateral bracing (CLB) on membawings which it is required to reduce buckling length. Sealed enineersng locations of braces from Truswal will show the required number and approximate In ' eneral, this bracing is .done by using for each member needing bracing. g Truswal Systems Brace-ItTm or a 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/TPl current version). The following 'are otlle b acin options needs for Individual members possible or desirable) that will also satisfy 9 (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of the member with .10d common or box nails at 8,, o.c. if only one brace is required, or may -be to both edges of the member if two braces are required. The Trbrace must extend a minimum of 90% of the member's length. 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(s) must extend a minimum of.90% of the memb.ers length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination, of scabs and. "T" thher approved method, as specified: and approvedye building designer.. 1. EXAMPLES 90% j 2. Please contact a Truswal engineer if there are any questions. a:4nsome &Anwordlbraee•n ow. [a , 3045 Ceres Avenue, Suite 135 Chico, CA 95973 "F (530) 892-2700 GARY HAWKINS Fax (530) 893-0532 ARCHITECT garyarch@sbcglobal.net March 6, 2006 Butte County Building Division 7 County Center Drive Orov.ille, Ca. 95965-3397 RE: Hughes Residence 13872 Hwy 99 Chico, Ca.95973 Plan Check No. 05-2225 AP # 047-440-013 !BUILDING DiVISION I have reviewed the truss engineering from Design Assistance for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements.. + -r While these documents have been reviewed to verify compliance, with structural criteria, 'It shall be noted that the, verification of exact truss dimensions is beyond the scope of our review and shall be.the responsibility of others. If you have any questions regarding this item, please do not esitate to call this office. ce ly, i ry Hawkins Architect i r 1LL' Date: � � q-5-2002 c LOT b ACRE Drawn. LR L .175 0 .,� N R Job no.. 02-02q c C9 - *"T , a � ,f S I R I I 1 i I f C3 j 1 I [ �4 C3 j 1 I [