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063-340-002
: NOTES RESIDENTIAL -o,* cL '.:063-340-003 02-1319 ' PERMIT NO. a HALL, BRUCE 4551 x:�}L !RD., FOREST RANCH - CONT: BOB CAPSHAW CONVERT GARAGE TO LIVING Il 11 SPECIAL CONDITIONS I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) r✓�% r�L Signature CHECKED BY .V=OK y 0 = Not OK - = Not Applicable MOBILE HOMES = Not. Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrete 4'. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Footings; Size -Spacing -Marriage Line 7. Well Clearance 8 Disconnect Gas; MH Test -Demand -Valve -Connector 8. Utility Clearance Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P MIT, o. (Rev.12/96) ' APPLICATION AND PERMIT � , JT ASSESSOR PARCEL NUMBER 063-340-002 U ZONING BUILDING PERMIT OWNER BRUCE HALL TELEPHONE 891-8274 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4551 AL RD. FOREST RANCH CA 95942 540 U -R 19,440.00 CONTRACTOR'S NAME BOB CAPSHAW TELEPHONE 342-4809 CONTRACTORS MAIUNG ADDRESS 191 CHICO CANYON RD., CHICO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 19 4 4 0.00 ARCHITECT OR ENGINEER UCENSE NO. Fee $ 20.00 -Filing Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 134.55 BUILDINGADDRESS 4551 AL RD., FOREST RANCH CA 95928 Energy Plan Checking Fee $ 23.00 $ 7.02 AC PERMIT FEE $384.55 LOT NO. 2 SUBDIVISIONS NAME - 4 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE TO LIVING STORAGE Gas piping system 1 - 5 outlets 15 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.(POWER License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions section 3700 of thLLa Cod I shall fo c ply with ose provis' S. X Date ^O S' ature of App ' ❑ w r Contractor ❑ Agent An OSHA permit is require for exca ation over 60" deep and molition construction of structures over 3 stories in height. Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( a Acc. BLDs. 3.5QFr: NOµR6,pT MULTI.OUTLET @7.50 APPARATUS a SINGLE OUTLET CIR. EX. OCCU OUTLET OR FUTURES 20 BAL Q': 0 LNS. EX. Occup.ouTu=TsflXED APPRESID. OR EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Relocate ac 15.0 Hood Extend ducts 6.50 15.00 Ventilation B -Vent A pliance 15.0 PERMIT FEE $ 65.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 0 0 oc R CONST. TYPE VN TOTAL FEE $ 588.55 HAZ. _ D. F IMP _ FLOOD X CDF PARCEL PD HD _ ISS Ve This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON 10,3L63 the applicable provisions Resolutions to do work been paid. D to 3 Da! ReceiptNo. 343958 282. 7 5 J y 305 173 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPEC OR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � ASSESSOR PARCEL NUMBER ova '% Proposed Building Use: C.i�� c o#AV ers,'" -lounter Technician: Date: 5-,"-e Items required in order to appy for a permit. All boxes MUST be checked OR marked NA in order to apply. ... Plot 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. 05KEngineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. yCO6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ' ❑ 11. Detached Accessory Building Form filled out by the owner.. ❑ 12. Hazardous Material Form ........................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) K4. Fees -as shown on the attached Schedule of Fees Due Sheet.. 15. Statement of Intent for Non -heated and A/C Buildings..........,'.� ' 8"16. Sanitation and plot plan approval from the Environmental Health Department in Com+' -.7-a2%�� ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by.. ...................... ❑ 19. Planning approval for (A) Use: C l< (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ' ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. r ❑ 25. Owner -Builder Verification ((];Gwen to owner, ❑ Mailed to owner) ..................::... ❑ 26. Letter of Signature authorization......:....:....................*...:.............:.:.................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ............. :.......................... ❑ 28. Manufactured home utility clearance ......................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: _ _ 0!2 ;$�/4--2-6, -it/:sWhen issued Telephone _Mand hold for pickup. I have been informe of a bove ite sand re r6ments for obtaining a buildin permit. Applicant: Date: S� �2- p Z� 1. Index permit application for `the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: —Date:— Note ate:Note transfer by: Date: Yellow: Building Division � SSoi ®San Attnchod .. _ Raw Flan A Sento ®.D.f4b d / i TO: Building Department ' t FROM: Environmental Health � SUBJECT: Sanitation Clearance 2 — (3 ct :5 // A ®r D /23 -3467 -OZ, . /IWIL Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other 1 Q Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date TO:. FROM: DATE: INTER -DEPARTMENTAL MEMORANDUM �\LD BUILDING DIVISION, OROVILLE C)� C 4 41-- , ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /yea SEPTIC: X WELL: AP#: 4 7--clo 0 —Olo7 ADDRESSILOCATION: Comments: GL/memos/releasehold COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY'CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 1 1 SCHEDULE OF FEES DUE OWNER / ►04 PROPOSED BUILDING USE (P0 4vi. BUILDING PERMIT FEES — Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ 1 Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES `tet' ` ` C - (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) .........:..... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x—=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # ©( DATE RECEIPT # DATE REC. 04G2- At time of permit application, I was advised the'above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Secti n 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 1above m y have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District r(/ _ Building Department No. A.P,. •Number !j — 3 y cc" 3 Jurisdiction: City , ®County 7 f Property Crooner i4t a e fp 0A1,0 Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation Com mercial/Industrial New Addition e Lot No. .................................................................................................................... ` I Sq. Footage Addition'Supplement- alto (Group R) Conversion Permit #A v1g *(No foundation inspection): ................................................................................................................... Sq. Footage (Including Exterior Roofed Areas) Date J (Floor Plans reviewed by School District Personnel) District IdentifiicationNo.& . "`+1?': -F' I .� School District certifies that ` (Applicantlg (Street Address) /l (City) has complied with the requirreements of Resolution No. i representing / I square uare feet. r . School District Representative Paid by Check # Remarks: by AB 2926 FULL MITIGATION r (Phone Number) %5 qc;? (Zip Code) lent of $ S Date ;? I' Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are 0aid. Failure to submit a timely written protest willprohibit` you from challenging the imposition of the fees in any court action. !M If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under -the California Environmental Quality Act- (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ieeform.xis 00/98)dmm 4&i I PLAN REVIEW RESPONSE FORM In order to expedite the review of your plea% please complete the Wowing Information and return this form With this form is not complete, a to all correction kiew we will not be able to accept your re -submittal � nVim. you �sq response to every item requested in our plan convWon letter. "By others'. is not considered a valid regm b0r'0 mwt response to each item ud the location where the information an be found on the plana/calce. Ply ltl ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVIGSM- OWNERS NAME - DATE: <: At�Ip gr Ltc-a 4 (,5 Jc ILO ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: 4,�- 1Z0l0Z ..cam. Kcutl mih 9Y: �V�l� }>I�, H LOCATION ON PIJW8—MALC3: 1 a 7-U t0�oh F,.e v? r G k70,>,- -5 -T--- 6 X 6 S GOV, S -044 o f COMMENTS: - w 3 5 N RESPONSE BY: /5K (a.cg, -LOCATION ON PLANSJCALCS: iE 8Y: /3 rL S S� b4 �- trtri *S r RESPONSE BY: No cav-4PV ed Po VC A rn_c Gov ✓ k- a up v RESPONSE Sr. " No . �ti _ r :ATION ON PLANS/CALCS: U o Ae v a vc-1(," �VT ment TF ' Department of Deveo Building Division o 0 7 County Center Drive o ..��...� o Oroville, CA 95965 Lo 0 J (530) 538-7541 (530) 538-2140 FAX June 20, 2002 Bruce Hall 4551 Batt Rd. Forest Ranch, CA 95942 Assessor Parcel Number: 063-340-003 Building Permit Number: 02-1319 Services Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: ou need 31 square feet of glass area in the TV room, and 18 square feet of glass in the workshop area. Please provide enough windows and/or glass doors on the plans to equal this amount of glazing. Q Both of these rooms, per code, are habitable space and will need to be heated. @t eei; s rgy= s. e you installing a gas stove? Is it in an archway? Are you building a covered porch? If so, please provide plans for this structure. Are you relocating the air conditioning unit? Please indicate the new location on the plans. L�L STRUCTURAL COMMENTS: 1. None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the i7ata Sheet L6nda impson Plans Examiner 1 of 1 OCT -29-02 TUE 09:15 GARY HAWKINS 5308922700 Gary Hawkins A..RCHI`>t'MGT Gary Hawkins 1370 Ridgewood Dr. Suite 10 Chico, CA 95973 (530) 8922700 ,Fax: (530) 893-0532 P. 02 Butte County Building Department October 28, 2002 Attn: Mike Vierra Chico, CA 95928 To whom it may concern: Per your request, this is to clarify that I have reviewed the statement made by Michael Merkley, building contractor, that he completed the roof edge naftg on the single family horse at 4155 Al Road (Hall Residence) according to the plans T provided. Given that all items were completed as per plans, it does comply with the approved set of plans. 3a'y uwkins, Architect i• cc: Bruce Hall ' a, ••'�� ; . .\,�!.-_i:'l`...-..-;!!`�-••r moi\ .. � ..., ;v ` .ie::.ii,� ' 4pr nL'vi�e%..'%u'�:�.'va. ;t."C �� ,�,�, .�w,te,•y. t7. •/ :... ' y`:�. _ . • t. arc a: ii:: '.o l.9d+- _ .... .:-.: .� c` eye n"a �? r•. .,; ,_: �„'r, :•�' i•.` i`. 4 .. �v 'i 'err. vw• Y�p�L` ,l�. J.': .•�V..,T; .M •, C• •!�: w _ ♦ i. "'Y '�1••. 1^. •�. 0 +b.:' ^4 Yw rl, p �r Vt:t� :2�.6" ro �N"• =-.::i ..:;����L y, ,•.,;.�a •.���( /. � I <%p1 Ud: i-�Ik:Vs. .. �I►. �r.� °'� .N�%'•� •.a6`.. •. �][ _A'.SY. r•. '.��_' ' xe! ! 'dpi �•. '4Va'�': ' :� • a:C� 4i _ . • -Jr r1tP`. . °' - to fry' :ia•'� ,�~i4?.c' dL 1370 RIDGEWOOD DR., SCF.10 • CHICO. CA 95973 (530) 892-2700 • FAX (530) 893-0532 9 garyorchgemoll.msn.com Oo3 3q0 - Oo� Merkley Construction Co. Z9e,, 5 . Chico, CA, 95926 �License #620673897-0655�/S'897-0650 fax5 / 10/14/02 Gary Hawkins 1370 Ridgewood Dr. Suite 10 Chico, CA 95973 (530) 892-2700 Fax: (530) 893-0532 Michael Merkley Merkley Construction Co. 527 madrone Ave Chico, Ca 95926 Dear Gary, As requested by Mike Vierra, Butte County Building Department, this is to certify that I am a Licensed Contractor, Merkley Construction Co., California State License #620673, and that I completed the roof edge nailing on the single family home at 4 55 Al Road• (Hall"Residenc`e) according to the plans provided by Gary Hawkins, Architect. 455 As we discussed, would you please send a letter to California Properties (Fax # 345-6381, or mailing address- 191 Chico Canyon Road Chico 95928), stating that you have reviewed this statement, and that if installed as I stated, that it does comply with the approved set of plans. Thanks for your help, Sincerely, Michael Dean Merkley cc: Bruce Hall NO l 5/20/2002 10:12 AM FROM: RPHH Rainbow Pellet Hearth _Home TO: 345-6381 PAGE: 005 OF 005 W top mm CcOot ' aftm 9 rm peal ik;:NJoney Ilgnutatnfaa edlk.B..6 ildm folnl tmaleam . , . Pe WvW �ppor'+e'oRb1, . ?W'Q 90 deg. Abom Bain crQ 2 FF AAfti AYA et0lo.r, torr. Sloan odor Cd 60SM19. .I ACNPIEQ lh logit edl fig. 16 Fig. 19 A FREE n-74 nusrtzort_wtutrt 1),L MJASV IMM, thtc. 1007 International orwP. OaluralP. PA 16071-0220 Tel: (724) 0091 2430 (600)•� Faar. (724) 6852647 FP (BOO) m30-0603 To: Ruety Savard FU0nba,w Peilleit & Stoinme F8)< 630-275-(9047 From: Oorwy Seisms Oat.: May 20, 2002 SubJmct: Esprtt Gas Stow. V.nting 1-.900; 1 1 an, writlno in rPOmrds 10 the questton Pn f)w venting of Ins Eaprn Oas Stows. -n a ro a nrn0ndad venting Puha tssprlt gas stave Is or n In thm Pvirnt —of. "C~~. vanarlono to the vaMttlna clan bo don®. V VP rseenamend for thla stOVP. vAlten le a bN M tyPP stews, the Roam bs under 90 haat total lorsgth uafna 4 Ineh diomvter fla plpw. The total length or 0— at,— in tho diagrarn la 26 -A /Pat WP woufd only and—. this Inotaltatlon M root of the wanting is —jossd (not m,apPsed to the Putolaro). A,* far Pa safety Is aianCPrnao, the F-aPnt is squYPPsd v.,ith s cpfll swlteT. lids Awrit turn the stave off if ff K IO frrtpr000r drafting on the store. It you haava any forth auooklons, pf—ii 1es1 ass to eat, rne. o«+ar se+so reefirtloal as—tor — ,a1- — — z. — — 0 U;342.2809 PhonalFax: (530) th.net • Rebert Capshaw Email: Califomiapropertias(rDdi9itaiPa CEO CA F 0 RNIA� P�ppE TIES REALTORS LAND DEVELOPMENT ®j ML5 GENERAL CONTRACTORS #66U38 f 3 �7 Ate. �Z l ,View I.� 5/20/2002 10:12 AM FROM: RPHH Rainbow Pellet Hearth _Home TO: 345-6381 PAGE: 004 OF 005 SPECIFICATIONS USTED GAS RRED ROOM HEATER MODEL. ESPRIT- 10: Centfied far U.S, and Canada' m Hoologue Pour to Canada - Tested to ANSI 221.11.1 - 1991, CANT 2.1 - M89 "GAS-FIRED VDJTED ROOM HEATERS', and CAN /CCA - 2.17 - M91 *GAS-FIRED APKW4CES FOR USE AT HK;H ALTITUDE*. WARNING: Improper installation, odjustment, alteration, service or mointermnce can cause injury or property damage. Refer to the owner's information manual provided with this appliance. For assistance or odditiorwl information oonsuh o quoliffed installer, servios agency or the .gas supplier. Nohow Gas tP Gw Input Rating gitu/ hr) 0 - 610 m 44,000 47,000 trgm Bitting (8h;/hr1610. 1370 m 39,500 41,900 Oriffco(DNS)0-1370m 2/43 2/54 Manifold Pressure ('rn w, c./kPa) 3.5/.87 10/2.49 Manifold Pressure, b setting (in w. c./ WW 1/.25 2 /.50 MinhwmWei Prnaune(inw.e./Idea) 4.5/1.12 10.5/2.61 Maximum Output (Btu/hr) 34,584 37,459 MinimumInput (Btu/hr) 20,000 18,000 This appliance meet 6e i sm9ed in accordance with local codes if my. B rto, Fellow ANSI 2223.1 or CAN/CGA-8149. NOT FOR USE WMi SOLID RJEL, MMUMCl8ARANCiS FRWNICOMBUSTWICONSTRUOM Unit tap plate to sidewogs 8 in. (200 mm) Urit to backwall 4 in. (100 mm) Unit top to ceiling 24 in. (600 mm) Electrical Rating: valb MII' Fon: 115 60 MwJocMed BY A}19MORAWA/ RKA - AtOR0, 4563 MD EIAORF 4 KA "eight 31' Width 27' Depth 27' Weight 300 Lbs Cas(eaaedien 1/2' Floe went liner 4'. 4 KA 5/20/2002 10:12 AM FROM: RPHH Rainbow Pellet Hearth _Home TO: 345-6361 PAGE: 005 OF 005 t Fig. 18 bag nngaQtII ' attm 8mt(tq spgd. 0d4Iml'eymm 4mSLfWs �ihc�mt (a miplmm • — wps�n, 'aap�l�d 90 dag. u&ow t am wrtttno In re00rde w Me c%Lmwlnn on one vermnp of trio eapra riy Stow. -The reeetrlr"ondad w tirq of the 6eprlt Oea ato to sr o In the owttere rnonuel. ►towevor. varg"On. t I". vonttn0 eon ba done. WO —n—.a fW this stow. A%iCh to a b --OM reps eteve, th. Rue bo under 90 font t.U0 Ien01h uelno 4 matt dl—", ttu. PIP.. TMa total bnpth of 0u. ehw In tho c lacWmmm l0 26 -A Ttwt. Wa would Only anderee this I notoiletlort H etoot of tri. vantfng Is aneloeod (not wxpcmmed to tats outold.). Ae ►ee y eafly V epneeT.d, tM £epM ul Is eqppsd with a apfll ewtictrt. 'Thi. aMteh —on tum tfte stove ofT H tltoro le Nnproz a dt'ee+n0 on tno xov.. if sou t."v. ony further quaetior e, plomme toot ee. to 0011 one. Tet(�b/v�tl�ea�t/O7 c r <naa Fao oa< —0— ¢ . — — I �!3lSY� IHI17lJ8'iR^'IS iMC_ .VAI—f rI • t007 1MemollOnal OrNo, o- (7l.. 09 -2847 0220 ' TOY. (724) eDff..24a0 (000)-44�99D Fate (7PA) eaS2047 Face (BOO) 030-0009 TELETFAX To: Rusty Savmfd Rw(nbow Pellet 6 Stow" Fen. 63O�2710-0647 Flom: Com my Saasa Oat": May 20. 2002 6ub)eect esprtt baa 99*0 nm Venting 1-0900: 1 t am wrtttno In re00rde w Me c%Lmwlnn on one vermnp of trio eapra riy Stow. -The reeetrlr"ondad w tirq of the 6eprlt Oea ato to sr o In the owttere rnonuel. ►towevor. varg"On. t I". vonttn0 eon ba done. WO —n—.a fW this stow. A%iCh to a b --OM reps eteve, th. Rue bo under 90 font t.U0 Ien01h uelno 4 matt dl—", ttu. PIP.. TMa total bnpth of 0u. ehw In tho c lacWmmm l0 26 -A Ttwt. Wa would Only anderee this I notoiletlort H etoot of tri. vantfng Is aneloeod (not wxpcmmed to tats outold.). Ae ►ee y eafly V epneeT.d, tM £epM ul Is eqppsd with a apfll ewtictrt. 'Thi. aMteh —on tum tfte stove ofT H tltoro le Nnproz a dt'ee+n0 on tno xov.. if sou t."v. ony further quaetior e, plomme toot ee. to 0011 one. Tet(�b/v�tl�ea�t/O7 c r <naa Fao oa< —0— ¢ . — — I 5/20/2002 10:12 AH FROM: RPHH Rainbow Pellet Hearth Home TO: 345-6381 PAGE: 004 OF 005 SPECIFICATIONS USI® GAS FW ROOM NEATER MODEL: ESPRPf - 10: cenlfied for U.S. and conaria' . Nomobgue Pour to Corrado Ta bd to AM Z21.11.1 - 1991, GAN) - 2.1 - M89 'G%AS- M VBMRoom HEATSW,and CAN/CCA -2.17-M91 *GAS-FlRED APPGA M FOR USE AT HIGH A17M)DE'. WARMIr itc Improper ralollafion, adlustmerr, dwnwm, savim or maWenonaecorr Douse icquryapmpeAy dnroa8e. Refer b theavm87's informctim mmrwol provided wah die appliance. For asst tanca or odditiarrd e�mrna> ron aonsuh a imfaller, service icy or dtie (WAewatl ties iP tie! hpot Rdinq (Btu/ lei 0 - 610 m 44,000 47,000 On�a�ft/hd611m-1370m 2/-W 2/9900 Mon&W PFeswe Cm w. c/k%) 3.5/.87 10/2.49 Ntondold Preuwey bsetting(inw.c./WW 1/.25 2/.5 N66mumIddR®utetow.c-/604 4.5/1.12 10.5/2.61 Moucnran0Ar*glb/Irl 34.584 37,459 Min'ufwminput gltuAd 20A00 18,1)00 Thio apprmwe mAtbe'auftl6linamdowewifi6mtoodeslay. 6 not, fo a Atm! 2223.1 or CAN/CGA-0)49. NX FOR USE WITH SO1D RJB, NdNW 8CWARANCISFJ ItC BIJSIt CONS WIC110f'1 lhut tap plate b siclaw s 8 is cm nun) LW?o badoNd 4 in, (100 cm4 tha7 top to mdmg 24 n.1600 mml SKWCd Rd%F Vohs HZ Fan: 115 60 MmOoftWerALGWMAWA/WA-AU5' Mk4563MO&OW 8eig61 _ '34' Width 21' Depth 21' Weight 300 lbs Gas consediea 1/2' Five went liner 1`. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 ******* Project Address........ DOE MILL RIDGE CHICO *v6.01* Documentation Author... GARY.HAWKINS ******* Building Perm # Gary Hawkins Architect qq� //,)// 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 -for 2001 Standards by Enercomp, Inc. MICROPAS6. v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -2630 v GENERAL INFORMATION &U,10,7_ Conditioned Floor Area'...'.. Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2630 sf Single Family Detached New Front Facing 118 deg (SE) 1 2 Slab On Grade 21.9 0 of floor area 0.41 Btu/hr-sf-F 0.36 9 ft BUILDING SHELL INSULATION Component Frame Cavity. Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 Attic S1abEdge None R-0 R-0 F2=0.760 OUTSIDE FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SE) 30.0 0.400 0.350 Standard Standard None Window Front (SE) 60.0 0.400 0.350 Standard Standard Yes Window Front (SE) 30.0 0.400 0.350 Standard Standard Yes Window Front (SE) 33.3 0.400 0.350 Standard Standard None Window Left .(SW) 30.0 0.400 0.350 Standard Standard None Window Left (SW) 3.5 0.400 0.350 Standard Standard None Window Left (SW) 30.0 0.400 0.350 Standard Standard Yes Window Back (NW) 24.0 0.400 0.350 Stand rdd'SIMdard Yes Window Back (NW) 106.7 0.400 0.350 St a.,_ Standard Yes Window Back (NW) 40.0 0.400 0.350:t"a'"dard 1"tand_ard Yes Window Back (NW) 30.0 0.400 0.350 S nd"_ o��" ,� Standard Yes Window Back (NW) 40.0 0.400 0.35 andard ��tandard Yes Window Back (NW) 20.0 0.400 0.3 50 Stan �r�tandard Yes Window Right (NE) 6.0 0.400 0.350 Stat(lard Standard None Window Right (NE) 20.0 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -2630 Orientation Window Right (NE) Window Right (NE) Skylight Horz Type SlabOnGrade SlabOnGrade FENESTRATION Over - Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins 20.0 0.400 0.350 Standard 40.0 0.400 0.350 Standard 13.0 0.680 0.670 None THERMAL MASS Area Exposed (sf) Yes 1043 No 460 Equipment Minimum Type Efficiency Furnace ACSplit Tank Type Storage 0.900 AFUE 12.00 SEER Heater Type Standard Yes Standard None None None Thickness (in) Location/Comments 3.5 Exposed 3.5 Covered HVAC SYSTEMS Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage n/a Attic R-4:2 No Attic R-4.2 WATER HEATING SYSTEMS Number in Distribution Type System Gas Standard 1 No No ACCA - Manual Thermostat D Type No Setback No Setback Tank Energy Size Factor (gal) 0.60 50 SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. J REMARKS R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM CF -1R' User#-MP0666 User -Gary Hawkins Architect Run -2630 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24,,Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... .GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CHICO, CA. Phone...: (530) 892-2700 License. C-018693 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. DOCUMENTATION AUTHOR Name.... GARY HAWKINS Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-2700 Signed.. (date) MANDATOkY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... HALL RESIDENCE Date..05/22/02 08:46:26 Project Address........ DOE MILL RIDGE ******* CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan.Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2438 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ✓ ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls .1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC),' and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATOkY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... HALL RESIDENCE Date..05/22/02 08:46:26 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2438 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. / 150(h): Heating and/or cooling loads calculated in accordance ✓ with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet -of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. J *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems servinV conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 70 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF. -1R Project Title.......... HALL RESIDENCE Date..05/22%02 08:46:26 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2438 pilot light (Exception: Non -electrical cooking appliances J with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed.ceiling fixtures / are IC (insulation cover) approved. J COMPUTER METHOD SUMMARY Page 1' C -2R Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 Project Address........ DOE MILL RIDGE CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone.. ........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2630 MICROPAS6 ENERGY USE SUMMARY Vent Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating...:...... 16.35 15.28 1.07 Space Cooling.......... 8.56 9.44 -0.88 Water Heating.......... 10.83 9.54 1.29 Total 35.74 34.26 1.48 *** Building complies with Computer Performance *** GENERAL INFORMATION -Conditioned Floor Area..... 2630 sf Building Type.... Single Family Detached Construction Type'..... ... New Building Front Orientation. Front Facing 118 deg (SE) Number of Dwelling Units.:. 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type..... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 23670 cf 1503 sf 21.9 o.of floor area 0.41 Btu/hr-sf-F 0.36 9 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2630 23670 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project. Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2630 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 525 0.088.13 118 90 Yes W.13.2X4.16 2 Wall 673 0.065 17.8 208 90 Yes W.19.2X6.16 3 Wall 406 0.088 13 298 90 Yes W.13.2X4.16 4 Wall 627 0.088 13 28 90 Yes W.13.2X4.16 5 Door 20 0.330 0 118 90 Yes None 6 Door 17 0.330 0 298 90 Yes None 7 Roof 1488 0.025 38 n/a 0 Yes R.38.2X4.24 Attic PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 8 S1abEdge 157 0.760 R70 No OUTSIDE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 30.0 0.400 0.350 118 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 60.0 0.400 0.350 118 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 30.0 0.400 0.350 118 90 Standard/0.76 Standard/0.68 4 Window Front (SE) 33.3 0.400 0.350 118 90 Standard/0.76 Standard/0.68 5 Window Left (SW) 30.0 0.400 0.350 208 90 Standard/0.76 Standard/0.68 6 Window Left (SW) 3.5 0.400 0.350 208 90 Standard/0.76 Standard/0.68 7 Window Left (SW) 30.0 0.400.0.350 208 90 Standard/0.76 Standard/0.68 8 Window Back (NW) 24.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 9 Window Back (NW) 106.7 0.400 0.350 298 90 Standard/0.76 Standard/0.68 10 Window Back (NW). 40.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 11 Window Back (NW) 30.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 12 Window Back (NW) 40.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 13 Window Back (NW) 20..0 0.400 0.350 298 90 Standard/0.76 Standard/0..68 14 Window Right (NE) 6.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 15 Window Right (NE) 20.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 16 Window Right (NE) 20.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 17 Window Right (NE) 40.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 18 Skylight Horz 13.0 0.680 0.670 118 0 None/1 None/1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... HALL -RESIDENCE Date..05/23/02 07:18:20 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2630 OVERHANGS AND SIDE FINS HVAC SYSTEMS Refrigerant Tested ACOA Window- Overhang Manual Duct Left Fin Right Fin - HOUSE Area Furnace 0.900 AFUE n/a Attic. R7*4.2 No No 0.767 Left Rght No 0.669 WATER HEATING SYSTEMS Number Tank Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** 2 Window 60.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a. n/a 3 Window 30.0 n/a 5 2 1 ri/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 n/a 5 2 1 n/a .n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 n/a 4 10 .67 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 106.7 n/a 6.67 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window .40.0 n/a 6.67 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 40.0 n/a 6.67 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE 1 SlabOnGrade 1043 3.5 28.0 0.98 4.60 R-0.0 Exposed 2 SlabOnGrade 460 3.5 28.0 0.98 1.80 R-2.0 Covered HVAC SYSTEMS This building incorporates.A High Mass Design. N Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.900 AFUE n/a Attic. R7*4.2 No No 0.767 .ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING'ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates.A High Mass Design. N COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2630 REMARKS HVAC SIZING Page 1 HVAC Project Title.......... HALL RESIDENCE Date..05/23/02 07:18:20 Project Address........ DOE MILL RIDGE ******* CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone.... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HALL2 Wth-CTZ11S92 Program -HVAC SIZING User#=MP0666 User -Gary Hawkins Architect Run -2630 GENERAL INFORMATION Floor Area ............... Volume.. ... ........ .. Front Orientation.......... Sizing Location-....,...... .. Latitude .......... ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range. .... ..... Interior Shading Used....... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2630 sf 23670 cf Front Facing 118 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration.... ....... ...... Internal Gain .................... Ducts. .. ................... Sensible Load .................... Latent Load ...................... Minimum Total Load Heating (Btuh) 15051 10072 n/a 14968 n/a 4009 44101 n/a 44101 deg (SE) Cooling (Btuh) 5963 5622 14135 4918 2100 3274 36012 7202 43215 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air-, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered.. -It is the HVAC designers responsibility to consider all factors when selecting the HVAC" equipmerit,.- Job number >> 01-059 Structural Calculations for Bruce Hall Butte County, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax DATE A l i,' 5/ 6/02 .1 CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: 40 PSF Soil data Allowable bearing: 1200 PSF LOAD -S I DL 5:33 PM ----------------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 11/ 8/01 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ » 37.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 5.00IN 12 > 22.62 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 20.20 USE: 21.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 37.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION. UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 15.40 USE: 16.00 PSF LL PSF - ----------------------------------------------------------------------- TL 16.00 PSF LOADS 5:34 PM --------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 11/ 8/01 -------------------------------------------------7---------------------- DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 12.50 USE:' 13.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 53.00 PSF - ASSEMBLY > SLOPE > IN 12 NO. DESCRIPTION 0 DEGREES UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF ------------------------------------------------------------------------ TL PSF N N N FFF- w w W www xxz N N N 000 Ln 0 0 ' N y� N C _ .. V N V N h N NNN 4.Q CZ`' W 7Zx �I�) (p Z k-1I C -e jA( D 1: SSBM 6 8:31 AM -------------------------=---------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 5/ 6/02 Description >> FB -3 ro ---------------------------------GENERAL------------------------------ Span (L) > 8.000 feet Repetetive ? > N 1 Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .172 kips/ft 25 % TL Uniform live load > .530 kips/ft 75 % TL Uniform total load > .702 kips/ft End reactions...... ................... DL > .688 kips LL > 2.120 kips TL > 2.808 kips Design loads ............................ Total load moment (M) > 5.616 ft -kips Total load shear (V) > 2.808 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcJ- FcJJ E DFL NO2 875 575 95 625 13.00 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 963 575 95 625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 70.018 73.828 <ok> A (in -2) > 33.945 39.375 <ok> I (in^4) > 415.283 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .097 inches L/ 986 <OK> Live.load deflection > .074 inches L/ 1306 <OK> Dead load deflection > .024 inches Minimum camber (glu-lams) > .036 inches <1.5*DL deflection> Standard 20001R camber > .048 inches --------------------------CHECK MIN. BRG. AREA -------------------------- minimum area > 4.493 in -2 Minimum length > 1.284 inches Assuming full width bearing 7VN.GTES. Z G PERMIT NO. _ RESIDEKTIAL /P U1-3038 HALL, BRUCE ff 195 AL RD, FOREST RANCH CONT: CAL PROPERTIES NSF 4 BR F-c)')If�,A,, c&—dole- o6 mc OL 0 Onol C� P�)'- X Address L/ 1 S J S SRA GAS �_lL Meter By Date ELECTRIC/j Meter By t' Date %5 _ BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER '.- Bay a- JOB FINALED (Date)I (Dya Signature I r� = OK 0 = NOCK - L Not Applicable • = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Health Department Approval 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 11. 7. Well Clearance 6 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cen. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .I MISCELLANEOUS ry 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer. Stucco- Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK-,:_ ` = Not l*Re u&ble� RESIDENTIAL (Single & Duplex) ' _. f4�t Reedy Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 5Ld. Doors -One 3' -Check Gar a a 3rd tory, 2 Exits 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 55. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Siging-Nailing Veneer �T 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 60. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Insulation -Walls -Ceilings 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Datt/ Card B-1 Date PLUMBING (Per OK except #'s 17. Water Htr.; VAW Acces ombustion Air Baffle 18. Water Pipe; Te Anchor -Nail Protection 19. D.W.V.; re<Fittings & Anchor -Nail Protection C1&r7:- 21-0Z, 20j Showerfan; Test, irst Floor -Tub Access Z 21. TesKfub9 Shower econd Fob Access Sixe & Anchors Date ib2 Card B- tj Date Card B-1 Date Card B-1 Date Card B-1 Date ELE AL (Permit) OK except #'s ixture & Transformer Clearance -In& Protection _ 24. Elec. eceptacles Spacirxj.Eipts & Switcl a at Doors 2 ize Boxes & No. of Conductors Stapled rx Installed Close to Ed uds & C. 2Z. Equip_Ground made up w/Mech Fastener and Gas & Appliance Circuits in Kitchen & Conductor Size FI Z - ue ¢e / / ga Cu or AI Range ' cle / / ga Cu or AI -Oven Circ. / / ga Cu or At In ated Neutral p Yes ❑ No 3 . Ser ' -Riser Conductors & Ground Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 3 CI thes Closet Light -Shower Light -Spa Light 3 moke Detector Date `'`} 0,? Card B-1 f Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. cts sulation & Support e an, Exhaust above insulation Condensate Drq,!Overflow, . e & Grade 38. F ce- t Access -Comb. Air -Return Pjr 15 0 Attic Access & Platform if Furnace in Attic Date QZ Card B-11. Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s 441000'Sits Proper Materials & Anchors 41. Vjafldtug&44ailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing r tt Stop in Walls (rat proof) 4 ire Stops, Furred Ceilingg5haser - ubs 4 Headers & Beams -Size Baring Date FRAMING (Continued) 46. H gers-Post Caps -Anchors -Connectors r_vling. Joist-Rftr. Ties-Purlin-R Br s hting.-Rfng. C 1 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 . cess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions 5: roperty Line Firewall & Openings 53. 5Ld. Doors -One 3' -Check Gar a a 3rd tory, 2 Exits 5f Stairs; Width -Head room- Ri - Ro a& nding- Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siging-Nailing Veneer ^�'7. -�T77 �Kn. 59. tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Br nterior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 t7, Date Card B-1 Date Card B-1 Date Card B-1 Date NAL (Plans) OK except #'s teps-Door & Sidelight Protection -Landings 4. Smoke Detector 66!Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 67�.F.1. & Bath Fixtures & Tub Access -Spa 60e'Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7p-'5eplace or Stove, Clearance -Hearth . E!pc. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter 7J.Xarage Fire Door; Swing -Landing -Closure 7L,'X'C. Duct in Garage -Damper 7q_AUtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in,Garage; Above Floor-Mech. Protection 7 Jb., Elec. & Mech. Equip. Listed for Location E ec. Receptacles in Garage (F.F.I.)-Romex Protection I sulation-Foam-Looked in Attic 0 uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor ❑ Yes Following Instld./Drive -:) Yes ] No/Walks ❑ Yes p No/Planters O Yes 0 No Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing f/ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground ;/entilation Throughout House 9 orrection om Previous Inspections p,{/t(A 5�O O Gas Te -Meters Tagged, Gas -Electric V t. Water & Sewer Connected -C/O to Grade -HD Approval ?3/Energy_Q6mpliance Certificate -Other Certificates tiv Date i//,G ' Card B-1 DMe Card B-1 " Date Card B-1 Date Card B-1 Date C-30 .0'Z Card B-1 Date Card B-1 Comments at Final:�q ,Pea--x� �s.,;�.c aw[��.nor.,..*����r;`t�ri�"V;�y'f�'s a �%"Yi•.'� 7 COUNTY OF BUTTE BUILDING DIVISION 1 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE NAW -3-0 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the .above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 7 - � v� Inspector l/ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /L( -I/ L -JI - DL�)Z:)o OWNER PERMIT NO. A routine inspe ion indicates that the following violations of butte county Ordinances exist at the above addre and should be corrected. Please notice this office when correction of work is completed. f you have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. c Date 5 3b - De9L Inspector REV 10192 COUNTY OF BUTTE ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ��� 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-75471 ' CORRECTION NOTICE If -3D 39 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is _ completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Jar %o^f c5 -iV ? oCd'�.j r. 07 L"" 'f CO/9 was DateM f �Inspector i REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 14aw 61-303e OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the P%s nd should be corrected. Please notice this office when correction of work is u have any questions pertaining to this matter, or need additional explanation, is office immediately. C99 -O Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine i'nspec indicates that the following violations of butte county Ordinances exist at the above addre and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. r r, F, VT�1111111111111 Date Inspector REV 10/92 )AV J" COUNTY OF BUTTE r T BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE --3635 0 NOR PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 10192 �� �tuaVA ....-�:.: -.. � �-r+.+.w.,, e-Dere+-.�. -wa �.- - . , . �..:-.-..� y rrr��,i:. rv.•..- .... � ....--.-..�.—o.-�.�..---,r...... yi....a i.. •, t. f, t. .+. i.1, y1 7 t.f t f J t i J �: i?::. i r f i i i; ii; s x� •t•i.i.ii i i j� i; i r. i i � �'7"�' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE R - 303 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ' completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date t / Inspector, REV 10192 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 9596E • Telephone (530) 538-75$11-3038 APPLICATION AND PERMIT PERMIT NO. ASSE$FOJ� 11! ZONING BUILDING PERMIT °WNEf$RUCE HALL TELEPHONE 891-8274 SO. FT. OCC. BUILDING VALUATION 'R 1 7 6-00 GW"PAT:ffi' efft'XbIAN , CHICO 959262094 516.37 U o 94, 50 'ONTN'E"MPERTIES-BOB CAPSHAW TELEPHONE 342-28097RA C. in,199-oo 0 504-00 coNraffflStpg }poggANYON RD, CHICO 95928 l� CONSTRUCTION LEND1ElR.0 Fireplace 1 ,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 566.00 ARCHFUA RY OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1370 RIDGEWOOD DR, STE 10 Plan Checking Fee $ 49530 BUILDING ADORES f7' ss� $A� RD, FOREST RANCH Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF C� Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: NSF 4RR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ., Q 171 no ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class (-j Lic. No.8 3V OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hh by affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.5¢FT: 91 Qr, =R.'. MULTI.OUTLET 97,50 APPARATUS 8 SINGLE CIS. R FIXTU EX. Occu . OUTLET OR DPTUREs .00 BAL @ 20 @I.w FIXI Ex. Occup..OUTLETS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Iing ee 20.00 Heating Cooling Hood , 6.50 Ventilation PERMIT FEt $ 80.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those rovisions. (; ALIFORWIA I`RDpacMeS ,� X � Date u 9/0/ _ Signature of Applicant - Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" de p nd demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ 1.745.65 HAZ. — D. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work nd' bo for teach fees have been paid. / /8 ©�7 By Dat C/ PER EXPIRES ON �/ d Dete Receipt No. C z- 5b l WHITE-D.D.S.-M. CANA -ASSESSOR PINK -I P CTOR GOLD N OD -APPLICANT I ;, COUNTY OF BUTTE - DEPARTMENT;OF 4EVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OR&ILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMI T APPLI CATION DATA SHEET 3 C7 OWNER: �`�'0/ S l ASSESSOR PARCEL UMBER: Proposed Building Use: Building Inspector: -/ Date - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted............................................................................................................ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans...................................................................... ....... ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... 9. Manufactured Home ''JJat� eData a�t�h�tstallation Instructions including Tie Down Specifications .............. 0. Fees of $ 1!'!.......................................................................................................... 1. Impact Fees as shown on the attached schedule .................................. ,..) .............................. California Department of Forestry Plan Approval/Fees...�J.t✓?..b t..... - ' +15.` Flood Elevation Certificate.......................................................................................................Sanitation and Plot Plan Approval y�6 '' Environmental Health Department.J City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: p K (B) Parking: ........... ❑ 18. Contact Land Development about ❑Improvements, ❑ Drainagegal Parcel ........................... ^ ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for r required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name St e, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.............................................................................. ❑ 23. Owner -Builder Verification (Q Given to Owner, ❑ Mailed to Owner) ............................................. l ❑ 24 Letter of Signature Authorization........................................................................................................ l5. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. / ❑ 26. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ 1 ❑ 27. Manufactured Home Utility Clearance................................................................... :............................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, Q M.H. Title, ❑ Check to H.C.D. $ - - ..................... IN 30. Other Then you issue the permit, process as 11ows: ❑ M 1 to Owner, Q M4 to Contractor. Telephone W �� and hold for pickup at QZ offic �Q Del•�r with Inspector. 7tApplicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other Date: By: r 1. Index permit Application for the above items numbered: ❑ Plan Check List 2. Additional items required: X2 Contractor, designer, owner, was advised of the above required data by: ❑ phone, Q mail, Q Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, Q Building Division counter, By: Date: Contractor, designer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by Plans reviewed by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder Yellow Copy - Department of Development Services - Building Division Q phone, ❑ mail, ❑ Building Division counter, By: Date: ❑ phone, ❑ mail, Q Building Divis'o t , By: Da Plans reviewed by: �b Date: — 0 Note transfer by: - Date: 13-3 i TO: FROM: SUBJECT: E.H. USE ONLY Plot Plan Attached 1 Floor Pt•n Attae • Sent to B.D. Building Department)�� Environmental Health Gl✓_ Sanitation Cle Owner Location ` AP# Plan Approved for: Sewage iDisp-0 Clearance for dwelling. Other r Supply: ell S;E #bid final for: z6i1 o Vance O.K. for: NOTE: % Environmental Health Specialist Date 8/96 �# COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7 J � SCHEDULE OF FEES DUE hw/ y4- 1-2 OWNER A.P. #' r"_T T— 71. D BUILDING USE ` �Lg BUILDING PERMIT FEES --Balance Due ........................................................ $ J/ Y7 --Additional Fees Due ............................................ $ L -Additional Fees Due ............................................ $ --Revised Plan Checking Fee .................................$ 2. SCHOOL DISTRICT FEES 61W L l'i`)rri 4a ,i T. /(paid at -District Office) 3, SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential .....................:...... x = $ # Units Amt. Commercial (Sq. ft.) ............. _x - Sq. ft. Amt. 5. RECREATION DISTRICT FEES - 6.' THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE ` RECEIPT # DATE REC. 213T26-117"SC Z '-LP 53�SS At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process.. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 ove y 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 Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) r-- � 1-911 L92f P P; RY'TIOV OF 04STAL LATM 1. ROOF Male" Brand Name TNctmm (ohm) Thomd Re m (R -Maks) 2. CEILING Batt ar Ohio" Mass emits brand i�me Johns Marw�le 3 T mmd Pmbbras (R- ) Iz 3 tools FW Type FOwgUM Samd Name .mhos C min. &wWW W 1001 ll►tsq.. (olS tb. Mt n MftWmr, 19, qS . Maaftwkwaft hatellecl woWd per wpm motto aabbnT hermaf Resdalos (R VW* 3, EXTERIOR WALL ,aw gms 4. RAISED FLOOR Ljobs"_ FRoulm Rnlhs Tmcbmw gm*M) & SLAB FLOOR I PEPJMEiER MSI TWK*m s Pew test Won Dem (ilk 6 FOUNDATION WALL somw game .m+ns mmumm Th..d ResMM. (R -V.,. R 13 4 B a w Nems Jahns uAmd e Thomid Res a (R e) Bled Nsms Themmi (RAMW - Brand Name Thermal Rhe (R-Vdue) ;,� , Jun 06 02 01:40p Cal- Flor Accessory 534-0306 p.l 6 June 2002 To: /P. Pgs: rnlrnlrl.... 1Date.: Another fax from. mmm�Bruce ':. resider?t R 0 accessory systems Michael Viers Butte County .Building Department 7 County Center Drive Oroville CA 95965 Dear Mr. Vera, CV s en+ �0 r Lo IP 530.53-/!.-. 1426 ext. 1- t -FP : 530.534.031 As you are aware, our stove manufacturer is on the "waiting list" to get a letter written by their testing agency confirming that the stove's installation in our new home is safe and consistent with their recommendations. Per our discussion yesterday, this letter will confirm that the appropriate letter from the testing agency must be in your hands prior to our house's "final inspection* or the stove will be removed and the stovepipe must be "rendered inoperative". If this is not your understanding as well, please call me immediately; my extension is 13 at the telephone number below. Thanks and best regards, Bruce Hall Cc: Rusty at Rainbow Pellet and Stove F4,1 -17- 3 C S -r 3 FILE;C\HomelmummeABuUecoMvot .doc Cal-flor, A Division of Cal Oak Products, Inc. • 1000 Cal Oak Road, Oroville, CA 95965 (530) 5341426 • (S30) S34-0306 Fax • wwwcaloak.com • caloak@c,*A.com Email ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-229E A subsidiary corporation of the International Conference EVALUATION REPORT Copyright © 2000 ICBG Evaluation Service, Inc. Filing Category: PLASTER REINFORCEMENT (186) STRUCTALATH WELDED -WIRE FABRIC LATH AND STRUCTA-CORNERS STRUCTA WIRE CORP. 1390 EAST 3RD AVENUE VANCOUVER, BRITISH COLUMBIA V5N 5R8 CANADA 1.0 SUBJECT STRUCTALATH Welded -wire Fabric Lath and STRUCTA- CORNERS. 2.0 DESCRIPTION 2.1 STRUCTALATH Welded -wire Fabric Lath: 2.1.1 No. 20 Gage STRUCTALATH S.F.: No. 20 gage STRUCTALATH S.F. is a self -furring, welded -wire fabric lath for use in cementitious exterior wall coating systems recog- nized under a current ICBO ES evaluation report in which No. 20 gage, 1 -inch -square, welded -wire fabric lath is specified. The lath is formed from No. 20 gage [minimum 0.0328 inch (0.833 mm) uncoated base -metal thickness], Class 1, hot - dipped galvanized, low -carbon, cold -drawn steel wire com- plying with ASTM A 641-92. The lath has 1 -inch -by -1 -inch (25.4 mm by 25.4 mm) square-shaped openings formed by line and cross wires that are resistance -welded at the wire in- tersections. The lath has 1/8 -inch (3.2 mm) furring crimps spaced at 3 inches (76 mm) on center on each cross wire. The nominal weight of the lath is 0.69 pound per square yard (0.37 kg/m2). The lath is packaged in rolls 38 inches (965 mm) wide and 150 feet (45 720 mm) long. The lath must be installed in accordance with the ICBO ES evaluation report on the ce- mentitious exterior wall coating system. 2.1.2 No. 20 Gage STRUCTALATH S.F. CR: No. 20 gage STRUCTALATH S.F. CR (cold -rolled) is a self -furring, welded -wire fabric lath for use in cementitious exterior wall coating systems recognized under a current ICBO ES evalu- ation report in which No. 20 gage, 1 -inch -square (25.4 mm), welded -wire fabric lath is specified. The lath is formed from No. 20 gage with cold -rolled flattened longitudinal wires hav- ing minimum uncoated base metal dimensions of 0.028 inch (0.71 mm) by 0.039 inch (0.99 mm) and cross wires having a minimum base -metal thickness of 0.0328 inch (0.833 mm). The wires are Class 1, hot -dipped galvanized, low -carbon, cold -drawn steel wire complying with ASTM A 641-92. The lath has 1 -inch -by -1 -inch (25.4 mm by 25.4 mm) square- shaped openings formed by longitudinal and cross wires that are resistance -welded at the wire intersections. The lath has 1/8 -inch (3.2 mm) furring crimps spaced at 3 inches (76 mm) on center on each cross wire. The nominal weight of the lath is 0.74 pound per square yard (0.40 kg/m2). The lath is pack- aged in rolls 38 inches (965 mm) wide and 150 feet 45 720 mm) long. The lath must be installed in accordance with the Accredited by the American National Standards Institute of Building Officials ER -5550 Reissued November 1, 2000 evaluation report on the cementitious exterior wall coating system. 2.1.3 No. 17 Gage STRUCTALATH: 2.1.3.1 No. 17 gage STRUCTALATH S.F.: No. 17 gage STRUCTALATH S.F. is a self -furring, welded -wire fabric lath designed for use as an alternate to the 1.16 -pounds -per - square -yard (0.44 kg/m2), 0.065 -inch (No. 16 B.W. gage), 2 -inch -by -2 -inch welded -wire fabric lath specified in Table 25-B of the UBC. The lath is intended for reinforcement of ex- terior plaster complying with Section 2508 of the UBC, ap- plied to horizontal and vertical surfaces having metal and wood supports. The lath is formed from No. 17 gage [mini- mum uncoated base -metal thicknesses of 0.054 inch (1.37 mm) for line wires, and 0.0495 inch (1.26 mm) for cross wires], Class 1, hot -dipped galvanized, low -carbon, cold - drawn steel wire complying with ASTM A 641 M-92. The lath has 11/2 -inch -by -11/2 -inch (38 mm by 38 mm) square-shaped openings formed by longitudinal and cross wires that are re- sistance -welded at the wire intersections. The lath has 1/4 -inch (6.4 mm) furring crimps spaced at 3 inches (76 mm) on center on each cross wire. The nominal weight of the lath is 1.15.pounds per square yard (0.62 kg/m2). The lath is pack- aged in rolls 383/8, 48, or 54 inches (974, 1220 or 1370 mm) wide and 150, 112.5 or 100 feet (45.7, 34.3 or 30.5 m) long, respectively. 2.1.3.2 No. 17 Gage STRUCTALATH S.F. CR: No. 17 gage STRUCTALATH S.F. CR (cold -rolled) is a self -furring, welded wire fabric lath designed for use as an alternative to the 1.16 -pound, 0.065 -inch (No. 16 B.W. gage), 2 -inch -by -2 -inch welded -wire fabric lath specified in Table 25-B of the UBC. The lath is intended for reinforcement of exterior plaster com- plying with Section 2508 of the UBC, applied to horizontal and vertical surfaces having metal and wood supports. The lath is formed from No. 17 gage, cold -rolled longitudinal wires, rolled flat to dimensions of 0.034 inch (0.086 mm) by 0.072 inch (1.82 mm) (base -metal thickness), and cross wires hav- ing a base -metal thickness of 0.054 inch (1.37 mm). The wires are Class 1, hot -dipped galvanized, low -carbon, cold - drawn steel wire complying with ASTM A 641-92. The lath has 11/2 -inch -by -11/2 -inch (38 mm by 38 mm) square-shaped openings formed by longitudinal and cross wires that are re- sistance -welded at the wire intersections. The lath has 1/4 -inch (6.4 mm) furring crimps spaced at 3 inches (76 mm) on center on each cross wire. The nominal weight of the lath is 1.15 pounds per square yard (0.62 kg/m2). The lath is pack- aged in rolls 383/8, 48 or 54 inches (974, 1220 or 1370 mm) wide and 150,112.5 or 100 feet (45 720,34 370 or 30 500 mm) long, respectively. 2.1.3.3 Installation: The No. 17 gage STRUCTALATH S.F. and STRUCTALATH S.F. CR are installed as specified in Section 2506 and Table 25-B of the code for No. 16 gage, Evaluation reports of /CRO Evaluation Scrvice, Inc., are issued solely to provide information to Class A hnembers of /C130, utilizing the c•odc upon ,which the report is based. Evaluation reports are not to be construed as representing aesthetics or uny other attributes not specifically addressed nor as an endorsement or recomunen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The 1CS0 Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by lCBO Evaluation Service, file., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is riot limited to, nnerc hantability. Page 1 of 2 Page 2 of 2 2 -inch -by -2 -inch (51 mm by 51 mm) welded -wire fabric lath. The lath is installed with the cross wires parallel to the fram- ing, and is attached at the intersection of the longitudinal and cross wires, adjacent to a furring crimp. 2.2 STRUCTA-CORNERS Exterior Corner Reinforce- ment: STRUCTA-CORNERS are welded -wire exterior cor- ner reinforcement for plaster. They are manufactured from No. 17 gage or No. 18 gage [0.0495 inch (1.26 mm) or 0.045 inch (1.14 mm)] galvanized wire having No. 16 gage or No. 17 gage [0.060 inch (1.52 mm) or 0.0495 inch (1.26 mm)] gal- vanized nose wire. Except where noted otherwise in this re- port, five convoluted and seven longitudinal wires are electri- cally welded together to form a right-angled section having 21/2 -inch (57 mm) legs. STRUCTA-CORNERS are attached with appropriate fasteners spaced not more than 18 inches (457 mm) on center. The finish coat is applied so that the nose wire is covered with a minimum of 1/8 inch (3.22 mm) of plas- ter. STRUCTA-CORNERS are available in the following styles: 1. Premier STRUCTA-CORNERS, for straight corners, have No. 17 gage convoluted and longitudinal wires and a No. 16 gage nose wire; Premier STRUCTA-CORNERS are available in 8-, 9- and 10 -foot (2400, 2740 and 3050 mm) lengths. 2. Premier Short Flange STRUCTA-CORNERS have one leg 11/2 inches (38 mm) long for special uses, and are available in 10 -foot (3050 mm) lengths; they have four No. 17 gage convoluted wires, five No. 17 gage longitudinal wires, and a No. 16 gage nose wire. 3. Premier Plastic Nose STRUCTA-CORNERS are the same as Premier Short Flange STRUCTA-CORNERS except a slit tube of polyvinyl chloride (PVC) plastic is at- tached over the nose wire. The PVC tube has a 0.20 -inch (5.08 mm) outside diameter and a 0.060 -inch (1.524 mm) inside diameter. 4. S -Arch -Corners, for forming arches, are available in 8 -foot (2400 mm) lengths and have five No. 17 gage con- voluted wires, three No. 17 gage longitudinal wires, and one No. 16 gage nose wire. 5. Plastic Nose S -Arch -Corners are the same as S -Arch - Corners except for a slit tube of PVC attached over the nose wire, which is No. 16 gage. The PVC tube has a 0.20 -inch (5.08 mm) outside diameter and a 0.060 -inch (1.524 mm) inside diameter. 6. Bullnose STRUCTA-CORNERS have No. 17 gage con- voluted and longitudinal wires and have a rounded nose having either a 7/16- or 7/8 -inch (11.1 or 22.2 mm) radius. They are available in 10 -foot (3050 mm) lengths. 7. Bullnose Short Flange STRUCTA-CORNERS have a rounded nose having either 7/16-or7/8-inch (11.1 or22.2 mm) radius, have one leg shortened to 11/2 inches (38 mm), and have four No. 17 gage convoluted wires and seven No. 17 gage longitudinal wires. They are available in 8 -foot (2400 mm) lengths. 8. One -Coat STRUCTA-CORNERS are designed for use with insulating foam board and cementitious exterior wall coating systems. They are similar in design to Premier STRUCTA-CORNERS, but utilize No. 18 gage convo- ER-5550 luted and longitudinal wires and No. 17 gage nose wire. They are available in 8- and 10 -foot (2400 and 3050 mm) lengths. 9. One -Coat Bullnose STRUCTA-CORNERS are similar to Bullnose STRUCTA-CORNERS, but One -Coat Bullnose STRUCTA-CORNERS have No. 18 gage convoluted and longitudinal wires and are designed for use with insulating foam board and cementitious exterior wall coating sys- tems. They are available with a 7/16 -inch -radius (11.1 mm) rounded nose, and come in 8- and 10 -foot (2400 and 3050 mm) lengths. 10. One -Coat Short Flange STRUCTA-CORNERS are simi- lar to Premier Short Flange STRUCTA-CORNERS, but have No. 18 gage convoluted and longitudinal wires and a No. 17 gage nose wire, and are designed for use with insulating foam board and cementitious exteriorwall coat- ing systems. 11. One -Coat S -Stop is similar to One -Coat Short Flange STRUCTA-CORNERS, but the small leg is shortened to 3/4 inch (19.1 mm), and One -Coat S -Stop has three con- voluted and five longitudinal wires. It is available in 10 -foot (3050 mm) lengths. 12. Super Economy STRUCTA-CORNERS are identical in design to Premier STRUCTA-CORNERS, except No. 18 gage wire is used for the longitudinal and convoluted wires, and the nose wire is No. 17 gage. They are avail- able in 8-, 9- and 10 -foot (2400, 2740 and 3050 mm) lengths. 2.3 Identification: Each roll of fabric lath is identified by a label bearing the name and address of STRUCTA WIRE Corp., the product designa- tion of STRUCTALATH, the evaluation report number (ICBG ES ER -5550), and a description of the product (wire gage, lath opening size, roll width and roll length). STRUCTA-CORNER products are packaged in cartons. Each carton is identified by the product name, the STRUCTA WIRE Corp. company name, and the evaluation report num- ber (ICBG ES ER -5550). 3.0 EVIDENCE SUBMITTED Descriptive information and a report of comparative trans- verse load tests. 4.0 FINDINGS That the STRUCTALATH welded -wire fabric lath and the STRUCTA-CORNERS described in this report comply with the 1997 Uniform Building Code", subject to the fol- lowing conditions: 4.1 The No. 17 gage welded -wire lath is installed in ac- cordance with Section 2.1.3 of this report and is limited to use as reinforcement for exterior plaster as described in Section 2.1.2. 4.2 The No. 20 gage welded -wire fabric lath is installed in accordance with Section 2.1.1 or Section 2.1.2 of this report and in accordance with a current ICBO ES evaluation report on a cementitious exterior wall coating system. This report is subject to re-examination in one year. ELI- AUSTROFLAUM IRAIE) UVRIESs INC. 1007 IrItOnlational Drive -9226 ClAkiiale. PA 15071 Tall: (724)1895-2430 (800)443-9399 Fay: (724)6V,5 -2a47 Fax (SOO) TELEFAX To: Rusty S'avard Rainbow Fjllet & Stoves Fax 530-27644147 From: Corey seesil Date: May 201 2002 Subject: Pages: Esprit Gas Stove Venting .*.0*wrItIng In regards to the question on the venting Of the Esprit Gas Stove. , Owneroded venting of #w Esprit gas slove is shown in the owners manual. variations to the venting can be dopa, Tnend ftr this Stove, which lo, V b-vWA typo Stove, the flue be under 30 fit', Rh using 4 inch diameter flue pipe, length of flue shown in the diagram is 28 % feet We would only endorse the in If Most of the venting Is enclosed (M exposed to the outside). P8s safety Is condoned,ftEsprit Is equipped With a *pill switch. Move off If thore is improper drafting oil the stovg. W"h,ave any fUrther questions. please " five to call me. V. hical Director Rio swfth..v !)1ZU14UU4 -'-; 11 — I rl`A fts a pie* 6*� %Povyllil w4pow wie Slim" fig. I Fie. 19 IS INC. 10*7 Coco) 02.0 -OM! (724)090-24-10 (eOOJ--� Ftuety SaVOPO b ' CI) 2-x- 2=27*0=41M 49� GtOV" From: co1w Sanwa Oat-: May 20. 200.S 93Ubjmct: F-Spr" 4GMO thow" %fe"Orm t. Pcwwn tn the a a :.~a gyp* atovo. RW R>o uro~ 310 foot twMet M Omar= t"10 == lrb,r IndyVAP r dl.W -d- 1936 S�Taaftllan of dr.001 of It— .. U-9 -4.=7• ' Pot evft.". wvt. gl "a haus rant fwthow coj""—. Ple fOwl ftVw to 0,11 =Ica$ ownctcw 5/20/2002 10:12 AM FROM: RP101 Rainbow Pe.Llet dearth —Home TO: 345-6381 PAGE: 003 OF 005 1' `4 yt77 ijun 06 02 01-40p N 6 June 2002 Ca 1 - F 1 or Accessory' 534-0306 ' P. 1 zCCesscory systems - Michael Viera Butte County Building Department 7 County Center Drive Oroville CA 95965 To. Pgs: Oa!e: G 10 y pother fax frog: Bruce € -;;.`:-csiderst Cl?I-F'nr A>cc: r$;Mems 530.534.142F ext. 1: c:f. 530.534.031 Dear Mr. Vera, As you are aware, our stove manufacturer is on the -waiting' list" to get a letter, written by their testing agency confirming that the stove's installation in our new home is safe and consistent with their recommendations. Per our discussion yesterday, this letter will confirm that We appropriate letter from the testing agency must ;be in your'hands prior.to our house's "final inspection* or the stove will be removed and the stovepipe, muse. be "rendered inoperative". If this is not your understanding as well, please call me immediately; my extension is 13 at the telephone numbe." below. Thanks and best regards, Bruce Hall Cc: Rusty at Rainbow Pellet and Stove FA,( 3 z_'3 C 5-f 3 FILE:CUiomelHummer%ButteComvo t .doc 0 Cal-Flor, A Division of Cal Oak Products, Inc, • 1000 Cal Oak Road, Oroville, CA 9596S (S30) S34-1426 ♦ (S30) S34-0306 fax a r vnvcaloak com ® caloak@caloak.com Email SEND PAYMENT TO: P.O. Box 1281 Chico, CA 95927 744 Cherry St — 5999 Foster Rd. Paradise, CA 95969 no wa[Ker z1 Orland, CA 95963 Chico, CA 95928 .(530)343-7934 • (530)877-9300 (530)865-9839 Fax (530) 343-0141 Fax (530) 877-5712 Fax (530) 865-5297 BAR / AB170972 Fft BAR i AD124495 BAR t A0124496 W o v- k o v- d e r ;arrtractors Lim /424495 OUNT:e': AGENT.":; PURCHASE_ DATE NO. ORDER N0 _ TOMER STATE TAX OR EXEMPT NO. CUSTOMER FEDERAL TAX I.D. NO. ADV CODE SALESMAN I.D. To ORDER TAKEN BY TWI INSTALLED BY FEDERAL TAX I.D. NO. TO: SOLD TO: CALIFORNIA -PROPERTIES JOB:AL ROAD / BRUCE HALL 191 CHICO CANYON ROAD CHICO, CA 95928 ■:342-2M INSURANCEIN -.. OF JRANCE CO. POLICY NO. URANCE CO. )NE NO. CLAIM NO. CAUSE & .ICY NAME LOSS LOCATION :NT NAME VERIFIED BY _NT PHONE DATE OF1OSS DEDUCTIBLE VEHICLE INFORMATION KE.;: MODEL , YEAR DOORS. OMETER" C� LICENSE VEHICLE I.D. NO 1 LABOR TOF$WITCH6OUTRIUE 46.00 46.i Comments L 8000 SERIES. LOW E2 INSULATED/TEMPERED G GLASSASS.. I SO# 65330 ECEIVIED BY AUTHORIZATION TO PAY iereby authorize and empower the above-named insurance company to pay this invoice in full settlement, tisfaction and discharge of all loss under the above policy. Upon such payment, an rights I may have for dm and demand for loss and damage described above against the above named insurance company shall be ireby forever discharged. In the event that the above-named Insurance company does not make timely and/ full payment of this invoice according to its terms, 1 hereby accept responsibility for such payment and agree Subtotal 96.00 pay all charges reflected on this Invoice to the above-named glass company subject to and according to an 7.25% Tax 3.63 0".23/2002 _ 07:53 5303431124 WESTERNWOODS EWP PAGE 03 • 111 ROOM A PA Certificate of Conformance Certificate 054072 THIS IS TO CERTIFY that the glued laminated timber products Identified with a collective mark of EnglneerOd Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below, ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber _: NER-488 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing Standard Specifications For Structural Glued Laminated limber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced In a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits Include inspection of the manufacturing process and evaluation of the In -plant GA program with adequate sampling to verify conformance to industry standards for lumber grade and gluellne bond quality. 24FV4 ARCHITECTURAL GLULAM 3 1/8 X10 1/2 1/7 Ito 0,0 0 Rql, 5�,,'r CS SEAL r" by Tho as G. Williamson '•��, Executive Vice President 6iL �or.� CIL. ENOINEERHD WOOD SYSTEMS Is a related corporatlorl of APA — THE ENGINEE5RUo WoaD ASSOCIATION 701180u1h 191h Street • P.O. Box 11700 • Tacoma, WA 9a411•0700 Telephone: (253) $65.6600 • Far Number, (2x3) st snss. 0523/2002 07:53 5303431124 WESTERNWOODS EWP PAGE 02 ua/. J�i uc tnu u / : l4 rnn uu.i APA.=VMr4a Certificate of Conformance - Ce . rtificate 054072 THIS IS TO QERTIFY that the glued laminated timber products 'identified with a collective mark of Engineered.Wood Systems (EWS) were manufactured In accordance with the applicable s-:andards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing --Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWStrademarked structural glued laminated timber members - "�V' r� produced Ina manufacturing facility subjdcf td regular audits In accordance with the Enifineered Wood Systems (EWS) Quality Assurance Program. Routlne_ audits include inspection of the manufacturing process and evaluation of the in -plant 0A program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 24 FV 4 ARCHITECTURAL GLULAM 1/8 X 15 1/17 5 1/8 X 16 1/2 1/21 3 1/8 X 18.1/18 • �• �Q' pNp 0 Rqr s'� •� • $ SF. 3 by Thomas G. Williamson Executive Vice President 0';4 �H IN ENmNuRED WDoo sYSTEMB is a related corporaiton of APA..—THE ENGINEERED WOOD ASSOMATION 7011 south loth Strael - P.O. Box 11700- Tacoma, WA 96411-0700 Talophorlii: r953) seSea00 - Fax Number, (233) W&-7833 05,'23/2002 07:53 5303431124 WESTERNWOODS EWP PAGE 01 �.�r vc aur rl1J rnn �1 •,v . • •0� APA='WWQJF Certificate' of Conformance Certificate 054072 THIS' IS TO CERTIFY that the glued laminated timber products Identified with a collective mark of Engineered Wood Systems (EWS) were manufactured In accordance with the applicable standards and associated specifications Indicated below: ANSI Standard At 90.1-t 992, Fbr Wood Products -- Structural•GIjVed Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC 117-93 — Manufacturing -Standard 'Specifications For Structural Glued Laminated .Timber Of Softwood Species ITIS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the E,)gineered Wood. Systems (EWS) Quality Assurance Program. Routine, audits Include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to Industry standards for lumber grade and glueline bond quality_ 24 FV 4 ARCHITECTURAL GLULAM 3 1/8 X 10 1/2 4/7 1/14 WOpO 0 Rq d's •. 2 4� rE` d►'�i cz SEAILL "+Aw. •i � SHIN by Thotnas G. Williamson Executive Vice President ENC31NEEPED WOOD SYSTEMS 13 a related corporadon of APA — THE ENGINl:ERawO WOOD ASSOCIATION 7011Scutri 19th Street - P.O. Bog 11700 + Tacoma, WA Bad 11-0700 Telephono; (233) 965-6666 • Pax Numbar; (263) gab -MS Assip,nment of Construction Agreement This hereby constitutes an assignment of the original Construction Agreement between Bruce and Christelle Hall ("owner") and California Properties ("Contractor"), signed and dated November 17, 2001, from California Properties (General Contractor), to Bruce and_Christelle-Hall�(Owner-Builder). As of July 14, 2002, California Properties is no longer the contractor of record for the construction of the single-family home at 4155`A1 Road, Chico, AP# 063=340-002. Bruce and Christelle Hall will take over the project as Owner -Builders and be responsible for any and all costs associated with the project, including but not limited to: fees, plans, payments to subcontractors for any invoices (whether received by California Properties or the Halls) in reference to the abovementioned project. California Properties has provided the Halls with a detailed spreadsheet including all payments made on their behalf through July 14, 2002, and notations of what future costs to expect. The notations are not an all-inclusive list, as there will be costs not listed on the spreadsheet. A letter will be signed by all parties and sent to all subcontractors who have not completed their work in full, to notify them of this change in responsibility. California Properties takes responsibility for the portion of the work completed by July 14, 2002 by licensed contractors hired by them. California Properties will diligently work with any of the contractors hired by California Properties if any subsequent problems should arise from their work, provided the work was completed prior to the date of this transfer of assignment. Bruce and Christelle Hall are responsible for any and all work completed after July 14, 2002, regardless of who hired them. In addition, Bruce and Christelle Mall are responsible for any people or contractors that ,were not contracted through California Properties, regardless of when their work was or will be performed. By the signatures below, I agree to the conditions in this Agreement. X x - RiCEIVED X Jul�14,2002 JUL 7 / nu BUTTE COUNTY B DING DIVIS -17- 7 ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 049:1 fil 19 ASSESSOR PARCEL NUMBER 063-340-002 ZONING BUILDING PERMIT OWNER HALL BRUCE & CHRISTELLE TELISHONE 891-8274 SO. FT. OCC. BUILDING VALUATION Cont 23 200.00 OWNERS MAILING ADDRESS 4551 AL RD. CRTM, CA 99929 9 CONTRACTOR'S NAME BLUE HAVEN POOLS TELEPHONE 899-8445 CONTRACTORS MAILING ADDRESS 275 fairchild STE. 1001A CHICO, CA 95973 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $23,200.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4551 AL RD. CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 286.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MA= #517-87 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z"oOAOR. s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 1 B p License Class C 5L Lic. No. O 6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' comp nse on insurance carrier end policy number are: Carrier 5p` C� ;p Policy Number 1 (.1 1 v -i 3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith c mpl with tho a provision ®-.Z_ X _ Date Signature of Applicant - ❑Owner [3 Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ?DOA TO tOooA 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( a ACC. BLDS. 3.5¢FT. N"ONRESID. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. .00 �200 ` O 1 so Ej(, OCCU OUTLET OR FDCTURES FIXED APPLNS. OR Ex. Occup. ouTLETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool– electric 30.0 PERMIT FEE $ 50,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 371.00 HAz. I D FEES I o cDF .— p HD IS E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate VV I�Q3 1 0.te Receipt No. 17 $371.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 r OWNER: � /f ASSESSOR PARCEL NUMBER � —3 — Proposed Building Use: ��y Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. plans, 3 or 4 sets, signed by the preparer of the plans. omplete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! . ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) sY' ❑ ,14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 1 Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use:(j�(B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... �J ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ►� ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compentation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: .% Date: 1. Index permit application for the above items numbered: Plan Check Letter 2._Additional items required �6—nt�ractor, ndesigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 'Z designer, owner -,was advised of the abo e to by ❑ phone, ❑ mail, ❑ co u er by Date: Plans reviewed by: Date: D'� Plans approved by: Date: D 2— Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Plat Sian Attached 1t rices Ran Attach d Sam to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance W14a— -�/2J5- A'& Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public --f- Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Ifealth Specialist Date 8/96 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM T (One form per Building) School District J Building Department No. A.P. Number �ij% ^ 3Llo Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development No ofiving Units Commercial/Industrial Lot No. Sq. Footage v V 4/ (Group R) Sq. Footage (Including Exterior Roofed/Areas) Date l � (moor Flans reviewed by School District Personnel) District Identification N 0?jD `5 (49 75 L) .5 ( (School District certifies that 0,et t/ ! I U� 1 ''� (Applicant) S I q/ 6i c �kd -3 (( (Street Address) (Phone Number) C-44 f -W &Itz_ 4c—u (City) (State) has complied with the requirements of Resolution No. -74 by payment representing / square; feet. f - AB 2926,-,&$ III�� ) FULL MITIGATION $ U School District Represent trve nat, Paid by Check # Remarks: of $ l; , 7V Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department►, Pink (school district) feeform.xls 110/98)dmm .14 I AND WHEN RECORDED MAIL TO:' BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 240102-101010111 935 Recorded Official Records County Of BUTr= CANDAC:E J. MUMS Recorder ROSEMARY DICKSON Assistant 02:4 PM 14 -Jan -2002 REC FEE 7.00 COPIES 1.00 Vickie Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT I Section 26-8 of the Butte County Code required this acknowledgment to be. recorded prior to issuance of a building permit. The property described herein is adjacent to land or includedwithin an area.zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL 1, AS SHOWN ON THAT CERTAIN OFFICE OF THE RECORDER OF THE COUNTY ON FEBRUARY 17, 1983, IN BOOK 92 OF APN: 063-340-002-000 Date_ JANUARY 14, 2002 PROPERTY OWNERS: CH ISTELLE HALL State of California County of BUTTE on 01/14/02 PARCEL MAP, RECORDED IN THE OF BUTTE, STATE OF CALIFORNIA, MAPS, AT PAGE 34. before me DEE PALMER, NOTARY PUBLIC personally appeared **CHRISTELLE HALL*** ersonally (mown to me (or proved to me on the basis of satisfactory evidence) to. be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged: to me that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/theirsi ature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. - WITNESS h nd and official seal Signatu Sea];, ••° °`' f,, DEE-PALMER 0 Comm. #11850.35 �'� NOTARY PUBLIC CALIFORNIA 0 o BUTTE COUNTY A.P. # 063-340-002-000 My Comm. Expires ,lune 22, 2002 SITE PLAN REVIEW APPLICATION Ufa Date: !2--3-0 1 AP# O L3- 3 y D -` Permit Number (if applicable) APPLICANT I.,VFORtifATION Parcel Size: 2, D'2— A Owners Name: A_L_ L , Z U L Owners Address: _l 20"7 A rZ C q Q I ,RtJ CH 1 CQ CA Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved . B` Date Page 1 of 5' ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 03 -?S C- Index Date: 6-8-96 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapmani'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: U 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 3� Side Street Rear 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 'w n Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- 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 .Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 92 Subdivision Mag/parcel Llap: Llap Date of Recording: Lot: Z. ❑ Use Permit/Minor Use Permit Permit Number: Book: C 2 Date of Approval: a Comply with the following Conditions of Approval: ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 3 L ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Lleasures 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. Page 4 of 5 Is )NST x 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.\hly Oocuments\8wlding Permit Site Plan Reviewl.doc Page 5 of 5 RESIDENTIAL, PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: . Building Permit Number: Plans Examiner: A. P. Number: _ �p3 - 3K GENERAL: r . Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or. structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: Pland specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10%ans of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel .shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in 0100 n _ a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 AW—Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). / `I�RU%bd TURAL DETAILS: 1. � rawall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must e in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall jCes:=belcon tinuousthroughout the cture.2.a censed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculation's. Clerestory requiring balloon framing and/or engineering. F=or plans complete enough to construct building (Uniform Building Code Table I8 -I -C). Floor construction details complete enough to construct building. levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. arage door header size(s). rch header; size(s). 1. ypical header size(s). 2 Stud heights. 5t High expansive soil — special foundation design required. taining walls requiring design. 5. ypsum wallboard nailing inspection required. If the arch below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no morethan one foot above grade. Alternatively, certification may be provided by a registered professional wengineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. ilding must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. ,A-7- Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). _ Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). 1R—. Sound requirements. / - 12. Energy design compliance and supporting documentation. DF responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. ❑ . sRA. 2.. ❑ Flood elevation certificate. 3..' ❑ Fire Sprinklers required. " 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 — `��V��r=T- C� N1ST'. Co ._ `Fyt-o 0 t V2TVZ- v S S �) L- S v P 01'LT, A-T-�--► C jzN-A-oe . POv 1 Y C POC S, ft V�� Ne i c- IST S T D S\, To Be-LoW AyzzA jp(w v IvqE o-ytilC., oNY2*YL- 4x4 PSSt' Svc rOW--r 1JG A 1 A TIS SS �A-cT' of ( . NOT -E rt�Z-ss c ,,,-l.cs- (N Y2� CA -TE 7, Kt? -Tt-t-c STa_o c -T, C A -L.0 S . S 11-ovN +, S b le- to V&A -L C ON `� S t�Z� V f4-T� _ Tl r4l..0 S � s pIZov �V� Y)o Nor APP Al2- TP `t -t A-1 k &\�2-V S M� . C.,'. c- c- S 1va= A:r A -N G LE po I N 't' By: MEM Date: 7/21/01 Job No: 7435 Page l4- of SHEAR WALL LINE 5: (TOP FLOOR) INDICATES LENGT.FiOF DIAPHRAGM\ WITHOUT SHEAR PANEL,!TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING cHlco,CA95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. ° L1 1, Lsw1 1, L2 L Lsw2 � L3 [Lsw3 L L4 L Lsw4 L5 Lsw5 � L6 L1 = 13 FT Lsw1 = 6 FT L2 = 10 FT Lsw2 = 8 FT L3 = 12 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT ' Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) _` ' 49 FT o SHORTEST LENGTH OF SHEAR WALL = 6 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 5.29 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 9.58 K LATERAL FORCE THAT GOVERNS V = 9.58 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1261 FT DEAD LOAD OF DIAPHRAGM (DL) _ 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 94 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 51 FT HEIGHT OF TRIBUTARY WALLS (HWaII) = 9 FT DEAD' LOAD OF WALLS EXTERIOR`(Dlwext) _ ; 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIG. WEIGHT OF SHEAR WA!_L4(W) = AREAs * DL + Hwall * (Lwext * Dlwext + Lwint * DLwint) W 37.04. K. TRIBUTARY WALL AREA FOR WIND (AREAw) = 413 FT^2 WIND PRESSURE (P) _ 0.0232 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1, + Lsw2 + Lsw3 + Lsw4 + Lsw5) v = 0.684 KLF January 10, 2002 Re: Parcel Map AN 46-71-29, dated 2/17/83 For Hall -Isom Investment Co. Two fire hydrants were installed, as required by parcel map. Fire hydrants were tested and approved by the Department of Forestry on January 10, 2002. Signed � / S T- -7CL-0-F �E5 V V2 A -,k L I 2 C /P(-0 v Iv) STODS o c" I?EN To 4 x 4 P4. -S. A A -s* VQ 19 A- T -G: 7, -Tri-e-Ips.,YYL.UC-T. C 5 -41 A -S' \J e�Ltj-ll� 14 V) E K �� t�Dlz l\� s V P��o�L r(N V c� :� � S , �� OF V&A -L c ON -p C) \j Y) N A e At� CA L C S oN�i. y2 VJ 3-3.3. S. 2L -------------------------------------------------------------------- Gary Hawkins ARCH ITECT Dec. 13, 2001 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE: Bruce Hall Albat Road Butte County, Ca.95973 Plan Check No. AP # 0�__�-3y0 -UDS I have reviewed the revised truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. 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. r If you have any questions regarding;,rthis.item, please do not hesitate ,to call. -this _office"' r S' rel BArch' tect~ J f ' t 3r ` . �•..4v U a ` I { =ice �r f -- •. .`-- -., �+c r-. .� _ - �� J`+ ,.{r. -i•4tt!"M 11 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • garyarch@email.msn.com CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 Project Address........ DOE MILL RIDGE ******* CHICO *v6.01* /T /- 'Zo Documentation Author... GARY HAWKINS ******* Bb lP t # Gary Hawkins Architect :din 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field.Check/ Date Climate Zone.......'.... it Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2094 sf Single Family Detached New Front Facing 118 deg (SE) 1 2 Slab On Grade 24 a of floor area 0.41 Btu/hr-sf-F 0.36 .9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Wall Wood R-17.8 R-0 R-17.8 0.065 Door None R-0 R-0 R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 FloorExt Wood R-19 R-0 R-19 0.048 S1abEdge None R-0 R-0 F2=0.760 S1abEdge None R-0 R-0 F2=0.510 FENESTRATION Area U- Interior Orientation (sf) Factor SHGC Shading GARAGE GARAGE Attic VAULT OUTSIDE GARAGE Over - Exterior hang/ Shading Fins Window Front (SE) 30.0 0.400 0..350 Standard Standard None Window Front (SE) 60.0 0.400 0.350 Standard Standard Yes Window Front (SE) 30.0 '0.400 0.350 Standard Standard. Yes Window Left (SW) 30.0 0.400 0.350 Standard Standard. None Window Left (SW) 3.5 0.400 0.350 Standard S dar None Window Left (SW) 30.0 0.400 0.350 Standard Yes Window Back (NW) 24.0 0.400 0.350 Standard d.,. Yes Window Back (NW) 106.7 0.400 0.350 Standa an rd�'.-' Yes Window Back (NW) 40.0 0.400 0.350.Sta Sd rd Yes Window Back (NW) 30.0 0.400 0.350 Standa.' �tandard Yes Window Back (NW) 40.0 0.400 0.350 Sr ' Standard Yes Window Back (NW) 20.0 0.400 0.350 n d Standard- Yes Window Right (NE) 6.0 0.400 0.350 Stud rd Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN Orientation Window. Right (NE) Window Right (NE) Skylight Horz Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 861 3.5 Exposed S1abOnGrade No 116 3.5 Covered HVAC SYSTEMS Refrigerant •Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.900.AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No,: Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS FENESTRATION Over - Area U- Interior Exterior hang/ (sf) Factor SHGC 'Shading Shading Fins 20.0 0.400 0.350 Standard Standard Yes 20.0 0.400 0.350 Standard Standard Yes 13.0 0.680 0.670�None None None THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 861 3.5 Exposed S1abOnGrade No 116 3.5 Covered HVAC SYSTEMS Refrigerant •Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.900.AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No,: Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is -indicated in the. Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... GARY HAWKINS Company. GARY HAWKINS ARCHITECT Address. 1370 RIDGEWOOD DR. STE 10 CHICO, CA. Phone... -(530).892-2700 License. C-018 3 Signed.. ' -1(?_0 I (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. DOCUMENTATION AUTHOR Name.... GARY HAWKINS Company. Gary Hawkins Architect Address. 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 Phone... 530-892-2700 Signed.. �.�' (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... HALL RESIDENCE Date..11/09/01 09:49:08 ******* Project Address........ DOE MILL RIDGE CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's'labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er / ment . 4z to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. V MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 - MF -1R Project Title.......... HALL RESIDENCE Date..11/09/01 09:49:08 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. �L 150(1): Setback thermostat on all applicable heating and/or cooling systems. _ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons " 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually J operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF-1R Project Title.......... HALL RESIDENCE Date..11/09/01 09:49:08 MICROPAS6 v6.01 File-HALL Wth-CTZ11S92 Program-FORM MF-1R User#-MP0666 User -Gary Hawkins Architect Run-2094 PLAN pilot light (Exception: Non-electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible / lighting control panel at an entrance to the kitchen. �/ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. V COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 Project Address........ DOE MILL RIDGE ******* CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Plan Check / Date Chico, CA 95973 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 19.78 18.78 1.00 10.98 12.40 -1.42 12.67 11.09 1.58 43.43 42.27 1.16 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number.of Dwelling Units... Number of Building Stories. Weather Data'Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) HOUSE Residence 2094 18846 2094 sf Single Family Detached - New Front Facing 118 deg (SE) 1 2 ReducedYear Slab On Grade 1 18846 cf 977 sf 24 0 of floor area 0.41 Btu/hr-sf-F 0.36 9 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 190 0.088 13 118 90 Yes W.13.2X4.16 2 Wall 186 0.065 17.8 118 90 Yes W.19.2X6.16 3 Wall 182 0.088 13 . 118 90 No W.13.2X4.16 GARAGE 4 Wall 673 0.065 11.8 208 90 Yes W.19.2X6.16 5 Wall 18 0.088 13 208 90 No W.13.2X4.16 GARAGE 6 Wall 406 0.088 13 298 90 Yes W.13.2X4.16 7 Wall 397 0.088 13 28 90 Yes W.13.2X4.16 8 Wall 252 0.088 13 28 _90 No W.13.2X4.16 GARAGE 9 Door 20 0.330 0 118 90 Yes None 10 Door 17 0.330 0 298 90 Yes None 11 Door 18 0.330 0 28 90 No None GARAGE 12 Roof 1488 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 13 FloorExt 524 0.048 19 n/a 0 No FX.19.2X8.16 VAULT PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 14 SlabEdge 105 0.760 R-0 No OUTSIDE 15'S1abEdge 52 0.510 R-0 No GARAGE FENESTRATION SURFACES _Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 30.0.0.400 0.350 118 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 60.0 0.400 0.350 118 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 30.0 0.400 0.350 118 90 Standard/0.76 Standard/0.68 4 Window Left (SW) 30.0 0.400 0.350 208 90 Standard/0.76 Standard/0.68 5 Window Left (SW) 3.5 0.400 0.350 208 90 Standard/0.76 Standard/0.68 6 Window Left (SW) 30.0 0.400 0.350 208 90 Standard/0.76 Standard/0.68 7 Window Back (NW) 24-.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 8 Window Back . (NW) 106.7 0.400 0.350 298 -90 Standard/0.76 Standard/0.68 9 Window Back (NW) 40.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 10 Window Back (NW) 30.0 0.400 0.350 298 90 Standard/0.76 .Standard/0.68 11 Window Back (NW). 40.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 12 Window Back (NW) 20.0 0.400 0.350 298 90 Standard/0.76 Standard/0.68 13 Window Right (NE) 6.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 14 Window Right (NE) 20.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 15 Window Right (NE) 20.0 0.400 0.350 28 90 Standard/0.76 Standard/0.68 16 Skylight Horz 13.0 0.680 0.670 118 0 None/1 None/1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... HALL RESIDENCE Date..11/20/01 23:08:20 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -2094 PLAN OVERHANGS AND SIDE FINS Mass Type HOUSE 1 SlabOnGrade 2 S1abOnGrade System Type HOUSE Furnace ACSplit THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value 861 3.5 28.0 ..0.98 4.60 116 3.5' 28.0 0.98 1.80 HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Location/Comments R-0.0 Exposed R-2.0 Covered Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff 0.900 AFUE n/a Attic R-4.2 No No 0.767 12.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items inythis section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. Window- Overhang. Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 60.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 30.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 30.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 24.0 n/a 4 10 .67 n/a n/a n/a n/a n/a n/a n/a -n/a 8 Window 106.7 n/a 6.67 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 n/a 6.67 2 1.5 n/a n/a n/a 'n/a n/a n/a n/a n/a 10 Window 30.0 n/a 5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 40.0 n/a 6.67 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a Mass Type HOUSE 1 SlabOnGrade 2 S1abOnGrade System Type HOUSE Furnace ACSplit THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value 861 3.5 28.0 ..0.98 4.60 116 3.5' 28.0 0.98 1.80 HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Location/Comments R-0.0 Exposed R-2.0 Covered Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff 0.900 AFUE n/a Attic R-4.2 No No 0.767 12.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items inythis section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... HALL RESIDENCE Date..11/20/01.23:08:20 MICROPAS6 v6.01 File -HALL Wth-CTZ11S92. Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect. Run -2094 PLAN REMARKS HVAC SIZING Page 1 HVAC Project Title........... HALL RESIDENCE Date..11/20/01 23:08:20 ******* Project Address........ DOE MILL RIDGE CHICO *v6.01* Documentation Author... GARY HAWKINS ******* Gary Hawkins Architect 1370 Ridgewood Dr, Suite 10 Chico, CA 95973 530-892-2700 C1'mate Zone 11 i........... Compliance_ Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HALL Wth-CTZ11S92 Program -HVAC SIZING... User#-MP0666 User -Gary Hawkins Architect Run-2094.PLAN GENERAL INFORMATION Floor Area ................. Volume .. ..... ....:....... Front Orientation..... .... Sizing Location............. Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2094 sf 18846 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain...... ............ Ducts............................. Sensible Load ...........:........ Latent Load ...................... Minimum Total Load 118 deg (SE). Heating Cooling (Btuh) (Btuh) 15928 6106 8812 4918 n/a 12472 11917 3916 n/a 2100 3666 2951 40323 32463- 2463n/a n/a 6493 40323 38956 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant 'design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc.,.must.also be considered. It is,the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Ys i Job number >> 01-059 DATE 11/ 8/01 Structural Calculations for Bruce Hall Chico, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-053.2 Fax ©I-3038 . BUTTE COUNTT' . SUILDING DFPARTMF-N7 APPROVED CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: 40 PSF Soil data Allowable bearing: 1200 PSF a LOADS DL 5:33 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE'' 11/ 8/01 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------ ------------------------------------------------ TL 37.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 5.00IN 12 > 22.62 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------- DL .20.20. ---------------------------------- USE: 21.00 PSF LL 16.00 PSF ------------------------ ------------------------------------------------ TL 37.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------ _---------------------------------7-------------- DL 15.40 USE: 16.00 PSF LL PSF ------------------------------------------------------------------------ TL 16.00 PSF I LOAD—S USE: PSF 5:34 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 11/ 8/01 ------------------------------------------------------------------------ DESCRIPTION >> --------------------------------------------------------------7--------- ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 50 2 X 12 - 16" 3.30 3.30 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 12.50. USE: 13.00 PSF LL 40.00 PSF -----------------------=------------------------------------------------ TL 53.00 PSF ASSEMBLY > SLOPE > IN 12 NO. DESCRIPTION 0 DEGREES UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF ------------------------------------------------------------------------ TL PSF . 22-141 50 SHEETS '> 22-142 100 SHEETS aMvao 22-144 200 SHEETS Q 62 f. h Y11% ft NZ INC - 41, t' 1 22-141 50 SHEETS A.'D!k 22-142 100 SHEETS 22-144 200 SHEETS Oc Y.11 �i _'_s� rl s t' N R� NJ 46 C v , VP tR s n r N \?' J N r� � 22.141 SO SHEETS tirncao 22.142 100 SHEETS 22-144 200 SHEETS O S ANa 22-141 50 SHEETS AD 22.142 100 SHEETS 22-144 200 SHEETS c w � f c ANa 22-141 50 SHEETS AD 22.142 100 SHEETS 22-144 200 SHEETS c w \ j 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 7-4 H ca -J c N 22-141 50 SHEETS P++� 22-142 100 SHEETS 22-144 200 SHEETS 4 iz Cp e 1 v 0 zt, tj 1 t t v r N wl r 4 iz Cp v 0 1 r wl 4 iz Cp W W W W W W xxx NN 4A 0 o o r C4 C; NCIH H N H . ?I . Pz Pz= 4- M� '�� _ �i, Z�� t �► 5 Z�. t- !, 33� = %. X62 1`- ow A- - 10 IAA 9;4 314- y 35. 36ol 5 ' /77 .9111) It S CP" ' - 2 4 - \14- 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS C f ^1 � r O N 0 0 4 rn 0 li -------- ------------------------------------ --------------------11_46-AM Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD .11/ ------------------------------------------------- ---------- -- Description >> fb-1 --------------------------------- GENERAL-------------------------------- Span (L) >14.00b feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness -.factor Cs > .000 Ck > 33.438 -------------------------------- ACTIONS--------------------------------- Uniform dead load > .050 kips/ft 20 o TL Uniform live load > .200 kips/ft 80 o TL Uniform total load > .250 kips/ft End reactions ........................... DL > .350 kips LL > 1.400 kips TL > 1.750 kips Design loads ............................ Total load moment (M) > 6.125 ft -kips Total load shear (V) > 1.750 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFL N01 1000 675. 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFL N01 1000 743 95 625 1450 1700000 -------------------------------- BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 9.250 inches Required Actual. Comment S (in"3) > 73.500 78.432 <ok> A (in"2) > 24.589 50.875 <ok> I (in"4) > 362.749 ------------------------------DEFLECTIONS------------------------------ Total load deflection > .350 inches L/ 479 <OK> Live load deflection > .280 inches L/ 599 <OK> Dead load deflection > .070 inches Minimum camber (glu-lams) > .1 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS 1s 71 r N � • b� 11 t N N 1s 71 r SSBM_6 3:56 PM ---------------------=-------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/ 9/01 Description >> FB -2 ---------------------------------GENERAL-------------------------------- Span (L) > 20.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .192 kips/ft 25 % TL Uniform live load > .590 kips/ft 75 a TL Uniform total load > .782 kips/ft End reactions...:.. ...................... DL > 1.968 kips LL > 6.048 kips TL > 8.016 kips Design loads ............................ Total load moment (M) > 41,.079 ft -kips Total load shear (V) > 8.016 kips --- - ---------------------- LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fc -L Fc1 E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2317 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 16:500 inches Required Actual Comment S (in"3) > 212.795 232.547 <ok> A (in -2) > 63.093 84.563 <ok> I (in -4) > 1918.512 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .900 inches L/ 273 <OK> Live load deflection > .679 inches L/ 362 <OK> Dead load deflection > .221 inches Minimum camber (glu-lams) > .3 14 File >LATDATA3 Rev 8-8-95 Wind pressures on structures. Description >> Exposure > B .0068 .90 Importance factor Basic wind speed > 1.00 > 75.00 mph qs > 14.50 sf Roof pitch > 5.00 in 12 e 8 > 22.62 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S O N E N T S 1.20 Direction .0117 Ht. <0'-151> <201> <251> Assembly description Ce .62 .67 .72 Cq W A L L S Windward walls .80 Leeward walls .50 Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than;9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A N D W A L L All structures .0072 .0078 .0045 .0049 .0117 .0126 .70 .0063 .0068 .90 .0081 .0087 .30 .0027 .0027 .0090 .0095 .70 .0063 .0068 C O M P O N E N T S 1.20 .0108 .0117 .0084 .0052 .0136 .0073 .0094 .0031 .0104 .0073 .0125 5:27 PM 11/ 8/01 14.50 psf 22.62 degrees E M S Direction <201> <251> <301> <401> .67 .72 .76 .84 VV/ .0078 .0084 .0088 .0097 Inward .0049 .0052 .0055 .0061 Outward .0126 .0136 ;0143 .0158 .0068 .0073 .0077 .0085 Outward .0087 .0094 .0099 ."0110 Outward or .0027 .'0031 .0033 .0037 Inward .0095 .0104 .0110 .0122 .0068 .0073 .0 .0085 Outward S .0117 .0125 .0132 .0146 Inward .0117 .0125 .0132 .0146 Outward .0155 .0167 .0176 .0195 Outward .0126 .0136 .0143 .0158 Inward/outward .0107 .0115 .0121 .0134 Outward .0155 .0167 .0176 .0195 Outward I N U I T I E S .0194 .0209 .0220 .0244 Outward .0272 .0292 .0309 .0341 Upward .0291 .0313 .0331 .0365 Upward .0194 .0209 .0220 .0244 Upward 00 File >SHEARW 5:26 PM 11/ 8/01 ------------------------------- ---------------------------------------- REV. 6717-99 Shearwall schedule ------------------------------------------------------------------------ Description >> Common nails 7 >> ---------------------------------------------------------------- (Box nails) Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173). (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 1211 o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 12" o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 1211 o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/411 legs) 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Z— '1 le N � � e rt � N � Z, w P+ of t 11 h 11 11 (I Ir 1 �I O i v `—�"Z*. e z %A \ N CF -p N tl i tj c v IN Nil far �. + 4A, \ N � J V \ a c Nu tr N Z— W '1 le N � � e rt � N � w t N d � O w c W 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS w ti � 1 _ N aJi CKI of J 44, i �n — O N Y r v w N N N t -HM W W W W W W z N N N 000 N OO N N v vav N N N N N N L� (q�z)C/�� /�o,roc���) .� (ld►7S� (�) !a'3324, b 2 7. '&A-= [( -2 ) /�-) (e-) ) .( 16/2 1 ) j (,a/ / 0) 4- C(912-) ( 25/X) 3 (1 01 �-3) -2, � 4 1. N 22.14150 SHEETS v� l �+a 22.142 100 SHEETS 22-144 200 SHEETS � I i n J �! NQ N p ro E _ i r 1 N _ w w v h N 22.14150 SHEETS v� l �+a 22.142 100 SHEETS 22-144 200 SHEETS N lV 1 3 N � i n NQ p ro E _ N 3 N � N O 1 a 22-141 50 SHEETS nrricAa 22-142 100 SHEETS 22-144 200 SHEETS q — V) tN o k iy G .R - Q V l` W LA v W t1s C � C� 4 N V W G a 22-141 50 SHEETS nrricAa 22-142 100 SHEETS 22-144 200 SHEETS q — V) tN CIS k G .R - Q V l` CT1 Vi W QN k G .R - Q V l` W QN k G .R cl V W QN k w W .R V �s ®' 22.141 50 SHEETS +P+� 22-142 100 SHEETS 22-144 200 SHEETS i) w L e` a� SC,r` % t� n r CO i) a� % n r i) 22.141 SO SHEETS AMPa.� 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS r� TI- -41�. N � F N v J d c f a� v 1 - N i v ' c �1 � .N G_ �1 C� )r N O fl G� o�x' N Y N c � n 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS r VI e'► TI- -41�. fN � F N oj\ J d c f a� v 1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � n fN c 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS N- - N v ' -J )r O G� o�x' I f � � N 7 v c l 1�1 ^� N �A 1 Ni j 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS O � � N 7 v c w N 1�1 ^� N 1 fa � r ►V O � � N 7 v c w N 1�1 ^� N 1 4 l 22.141 50 SHEETS an^aco 22.142 100 SHEETS 22-144 200 SHEETS -� J1 ` Y 1� N �C c rw� v �• Y _ i ca 4 l 22.141 50 SHEETS an^aco 22.142 100 SHEETS 22-144 200 SHEETS 6 -� J1 ` Y 1� N �C 6 D� 1� N 6 e!1 i �i N to e!1 22-141 50 SHEETS AM , 22-142 100 SHEETS 22-144 200 SHEETS t U � E I 22-141 50 SHEETS AM , 22-142 100 SHEETS 22-144 200 SHEETS t U ko 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS r\j o �~ w y - ` " ' ' ` ' - ! BLUE HNEN PALS GENERAL POOL SPECIFICATIONS: (Temp.# _ _ _ _ _ _ _ (T P• SUR. Pool aioi tt1 bo -111,110, ,MAXIMUM WIDTH* PERIMETER: AREA: POOL CAPACITY: t BLUE HAVEN_ OFFICE: sI1 ��/`J POOL TURNOVER RATE: Hrs EXCAVATION DECKING i� Access Front Rear Type � t L Bob Cat Shuttle Dig Color \ 1 s { 1 t �. i - ^ -•3 Y Q Remove Dirt Risers Remove Stump(s) Footings }}Remove Fence Mastic t t eplace Fence Drains emove Concrete S.F. + : X P, O awcut Concrete Ft. EQUIPMENT _'_...�. I,✓( �rN Filter Tyne Size o, STEEL N.c Pump HP 2 Sp 1 So ' 4 u Expansive Soil Steel Pattern BH Smart Box Yes No { ! PLUMBING Smart Pure Yes No X91 t Smart Light Yes No 1 t} i I /1 ! i Filter Run Fig: } -.:+s __t r _' w -� -_ _ Return Lines ��_ 500 W Light Yes No �_. ! t i - - i ! I j fT -� f t i- ! { i t . ; , ��. Trap — B/Wash Line Smart Vac II Yes No �� s P- a-- t� r i ' j ► } i L_ 1 _ _l , 1 _!- .1 _� ._i _ j t._ rA j l ! _ t ; _� t ! i. i _ f_' _!_ �_ �__ t- i (- • L s - _ { Gas Line Ft Heater BTU Nat Pro Drill Drive { 1 oard Div. B ELECTRICAL Slide s t t;, i I Water Feature f Run By Ftg t t 1 +,1 UNITE .: r 1 C�'e G. �fl�`E D Love Seat PLASTER Swim Out Color i } �' .r r ' ling nrrh i N ! D Ext. 2nd Step SPA i ( + !�` r �� r R.B.B. in. X Ft. ('Size In B.B. in. X Ft. N Plumbing Run S C ING Dam Wall Length TY e Number of Jets E Blower Hp ! • + t 3 ! Type Remote Model # Spa Side Switch Yes No SpaAccDa le Smart Light Yes No r It y 100 Watt Light Yes No BUYER � �cJ�� �5 � / - /�7 Initials Approve above specification 4 Approve equipment location } fes, ► , , ; r j 1 ._ _ _ , _ _ . �_ _ _~ _�.�_ __ _ .._ •Understand that decking shown is for illustration purposes only and {-i j_ ;- - I I 1 f_ ! 1 _ ! _ . '; j !1 -'; 0�-==/off¢ ' Y I ( 1 j I I understand that they are to receive square feet of deck. ' i ! Signature Date 0BUILDRING DEPAR Prepaired Especially For: nopnonbRp Q,?- 4!4 11 j• j s- '''`' I Street t- !. ' ; , , ' I ; ; t ' ' ALL, STRUCTUR% 'AND EQUIPMENT INCLUtDW(3 •' . _ I OVERHANGS SHALL BE CLEAR OF ALL EASEMERt15. city C h I c A zip EOther*-, ON-BUILDING PIAN APPROVAL ./� 3E 13ACK_OF_ 5'110+`'! FT. FROM THE SIDE__AND p�'� ^ � rz-- Home Phone work Phone 1 ' • t + I ` ' fi �5 I�csi'. FROM THE REAR PROPERTY LINES AND Lands �wn9: t i I + i .. :. j - r r. FROM THE ROAD CENTERLINE SHALL BE oesigner t ob No. 1of STRUCTURES AND EQUIPMENT EXOEPT+ 1 Lot Block Tract r FOA A 2 Fr. EAVE OVERHANa. , r = - + ; / t i _ M N apsco o. 1 -ti --1 t r %- 1 f -r -i -I-! * i "i i' 1 1! t I 1 + * i -. , , i+ . 7 ; f_I ' r i tt/■ Out BUYER'SIRESPONSIBILITY BLUE HNNIEN PGDLS rG a to,be fencedrlocal code., F L ms: > be self-closing'and8 latching4~: Sinoe 1954 n GUNITEItwic da0y�forasevendays _ BLUE HAVEN OFFICE: 00 + 3Y 4� A / / f V J ..1,� 1 i on i &_r T t e / Lt r rte.. -r.0 3 I • e-� V � r 5 MrA APPRUV�L suft ERY�OI�M� 'fij::�.-- •'-Env1roftental Health APR t 8 20e? Chico, Calltomia GENERAL POOL SPECIFICATIONS: (Temp.# i I Qj $UR. � MAXIMUM• PERIMETER AREA: ` MAXIMUM T POOL CAPACI : POOL DEPTHS: TURNOVER RATE: EXCAVATION DECKING Bce Front Type �C�at Sh 1b Dig Color Remove Dirt hh11 a Risers 06 � Remove Stump(s) Footings Remove Fence t) Mastic " Replace Fence ,jHrs, Drains NO Remove Concrete S.F. Sawcut Concrete z_Ft. EQUIPMENT Filter Tye Size �qSTEEL Pumo HP 2 So /Expansive Soil Steel Pattern BH Smart Box Yes PLUMBING Smart Pure Yes Filter Run Ftg:_� Smart Light Yes Nd r , �?r• c'��.- � h �.�. Return Lines 500 W Light s No) t P -Trap _ B/Wash Line o Smart Vac o Gas Line Ftg _� Heater BTU Nat Pro Drill Drive MO Div. Board ,1,*� ELECTRICAL Slide t'th Run By b Fig _Wate Feature tJO o� GUNITE Love Seat Swim Out tl a PLASTERI, Color W Ext. 2nd Step kib Nt SPA 'Y R.B.B. in. X Ft. O n R.B.B. in. X r�►-- Ft. Size In Out Plumbing Run OPING Dam Wall Length Type C a Q - Number of Jets TILE Blower Hp Yes _ No Type Remote Model # Spa Dam Spa Side Switch Yes No Accent Tyle /fro Smart Light Yes No 100 Watt Light Yes No BUYER Initials • Approve above specification (:-H • Approve equipment location cn4 • Understand that decking shown is for illustration purposes only and q60 understand that they are to r ceive square feet of deck. Signature- Date r4L AOL Prepaired Especially For: Car t / AL Street I J -� City ��p) (oh)i (� Zip �t 7[� Home Phoney 7 f SZ / 7 Work Phone - Designer DEPARNMY; q%DNG Lot ract Mapsco No. APPROVED s �Wi 1