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007-150-028
E)2•4367B r. 007. 0-028 ,. ,� . eniA. � . & se ,w K 4 r % SILRP `Ralph,;, 3027 ,Burnap�, ,R o Chgco con tr : Ridge C,� , r :a reroof/sf X007 '1'50-028 .93-867B,P, 193. SILBERSTEIN, . ph & Denise 3027 Burna , Chico CONTRi Silberstein (sf/rep ce w/h & kit -tile) , 007"150• X0_28 PERMIT#97=1465 ' d CHARLETON '!Scott & Jennifer 3027, Burnap; Chico r Xont: 'BCM- Con'struction New PriJDeOGarageIL F 8 022616 'SCOTT Esc JENNIFERNAPAVE.', CHICOGNELL HIGNELL it� ADDITION psi REMODEL,,)� a TIL, -L -0 ii �.i •v-i�'.+i%1 ;�i' ;A'' v ♦ ..; E Xt ,y ♦ .�{ E a u `W4wr...v p wy . . a' • ..1!iM i M- j• ti .� •i�`I A y' �^' S. R.f,i� 1 f . t.r. Y ry.. V• viSi•.�' I"- k . ^a!• _ 007=150-028 93-867B,P, , • d SILBERSTEIN,.Ralph & Denise - enise•'3027Burnap, '3027 Burnap,Chico CONTR: Silberstein-, ' - (sf/replace w/h & kit tile) q Ll t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING SR . BUILDING PERMIT OWNER e Silberstein TELEPHONE 877-4023 Q. FT. OCC. BUILDING VALUATION OWNER' - MAILING ADDRESS 411-1 Ra 0.ra �{. sc S94 1� r, 11 -000.00 CONTRACTOR'S NA ME 911-berstein Construction TEL PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1.000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $22.54 ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $37.50 3027 Burnap. Chico PLUMBING PERMIT Filing Fee _ -15.00 Each Trap - 5.00 Solar or heat pump -water -heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater o vent 1 7.00 7.00 USE OF STRUCTURE SF ] Duplex❑ Mobilehome❑ Other Replace H.0 Htr & KeI110001Building SPECIFY Gas piping system 1 - 5 out is 5.00 sewer 15.00 Mobile Home I S I G I W @ 15.00 f-1 TYPE OF WORK New ❑ Addition ❑ Remodel [J Utilities ❑ Installation[] Other ❑ Describe work: Replace Wtr. Htr. & Replace tile in kitchen I Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 00V OR LESS Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ©- I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. -31-f 5776 4 Classification � ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed con ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. / DWELLING OCCUP.9 3.64sq.ft. OR ADDNS. \ ACC. BLDGS. // NEWCONSTI- ULT' -OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 EX. OCCU FIXED APPLNS. OR p• OUTLETS (RESID.) EAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00tract- Misc. IlVirin g '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. � LTJ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorjze representatives of the Countyot Butte to enter upon the above me tioned propert f r inspection purposes. I also agree to save, indemnify a a less the County of Butte against 9 Y ,,��((rr�1� all liabilities, judgments, costs, an expen-sLs which may in any way accrue against -said County iit c equence of the granting of this perm' . X r � 1 0 Ca ��, % 3 of Applicant — fdw�r �C,an o or Agent ❑ An OSHA permit `is required r'e cavation's over 5'o ep and demolition or construct. ion of structures oyes 3 tories In height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST -TYPE I- r CA•50 ,TOTAL F' EE $ 59 HAz OFEES IMP I FLOOD CDF I PARCEL I PO I HD I E This pe t -is hbr dby i sudd under the applicable provi- sionsSignature of the Bite Count�Code a7°{ resolutions to do Work indicated above for which fees�riave been paid. DIRECTOR OF PUBLIC WORKS BY ' ✓� l / Date PERMIT EXPIRES Date ` Receipt No. WHITE-D.P.W., VELLOW-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 007-150-028 ZONING SR BUILDING PERMIT OWNER Silberstein TELEPHONE 877-4023 SQ. FT. OCC. BUILDING VALUATION OW NER' MAILING ADDRESS Qr d� S9 1,000.00 CONTRACT O R'SNAM TEL PHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1.000.00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee $ 22.50 Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 37.50 3027 Burna , Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF® Duplex❑ Mobilehome❑ Other Replace H2O Htr & Remodel SP`ECI FY Gas piping system 1 - 5 outlets 5.00 -Building sewer 15.00 Mobile Home S I G I W= @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ER Utilities ❑ Installation[] Other ❑ Describe work: Replace Wtr. Htr. & Replace tile in _ kitchen Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service ESS 200AOR00V OR LLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code a my license is in full force and effect. Licen� se No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO 1000AI 37.50 NEW CONST.( 3.6Q sq.ft. DWELLING OCCUP.ty\ OR ADDNS. ACC. BLDGS. // NEW CONSTR ULTI.OUTLET @ 5.00 NON.R ESI 0. BRANCH CIRCUITS) POWER APPARATUS e (SINGLE OUTLET c,R. Ex. Occup(our LETS OR FIXTURES 20 76 Ex. Occup. OUTLETS (RESID )REA.1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai aid County i equence of the granting of this per'1 . X Date q v 3 Signature of Applicant — Owner E?T-ontractor ❑ Agent ❑ An OSHA permit is required for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 59.50 HAz I DFEES I IMP I FLOOD I CDF PARCEL I Po HD ;SKE This permit is hereby issued under the applicable provi- sions of the B to Count ode and/or resolutions to do work indic e a ve r which fees have been paid. C OF PUBLIC WORKS BY Date `10 4 3 PERMIT EXPIRES Date Yl 7 19 Receipt No. 136029 WHITE-D.P.W.. YELLOW-ASSrSSOR. PINK -INSPECTOR. GOLDENROD-APPLI CANT •COUNTYOFBUTTE - DEPARTMENTOFDEVELOP MENTSERVICES- BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 VO OOO PERMIT APPLICATION DATA SHEET OWNER en Q aP A k Q/bt.,l.e•C. P. No. QQ-7- 123-6 -fie Proposed Building Use I� - 3 SA, Building Inspector � Date 4y -in -q3 v � Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: i DATE RECEIVED BY (/ 1. All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ....................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............. 5. Hazardous Material Form. ........................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . ' 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for Prey"tee°" req° required. . . to Building l"spedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed -and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. .34. Jr When you issue the permit, process as follows: L Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date l �� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: \ Contractor, designer, owner, was advised of above required data by _ phone -mail Contractor, designer, owner, was advised of above required data by _ phone _ mail Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Counter by _ Date Counter by _ Date Date *.R." i'�w:e0`.i'w:ti� �:;�...h,......�qxi�':l_..�ax•;S:ry,r_z;i:.:'..'iia+i.�wxR�c`'�T�.r_,.+�?i..'r''-'v�.•rCG disr r�.i:e�`Y 4y..•i.-��,,'•�ar4�:. ;�vs,�,�s+,C�1$.��_oi1 .i1•�': �.��'y'f� �`�� YSti'�esy<�{iit: 028,.:• ' & Den's a •' N < t ` ' 00:1.5-0 E N, ,Ra14 �h. coF� 3 SILBERST I A:i e , 1 r 07.; Burna4 e Roofing 94wso+Fix7il`t`rtr�u Z c COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT r ASSESSOR PARCEL NUMBER n07-1150-4198- ZONING , SR • ,, BUILDING PERMIT OWNER R,aX Do P n TELEPHONE i 77-4023 SQ. FT. VALUATION OWNER'S MAILING ADDRESS 41RR 9 �+OCCC. fV�B�UILLDING ZS 80• COQID y�/V•OO CONTRACTOR'SNAM R9An p• TELEPHONE CONTRA'CTOR'S MAILI G ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 9W.00 LENDER'S MAILING ADDRESS Filing -Fee $ 15.00 Permit Fee $21.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ ARCHITECT -0 ji ENGINEER'S MAILING ADDRESS 'j Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 36.00 C'hiCn PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF 0 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: Reroof — Comp. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A, 37.50 CONST. DWELLING OCCUP.tr\ 3.6asq.ft. NEW OR ADDNS. ACC. BLDGS. / NEW. CONSTR ULTI-OUTLET NONRESID BRANCH CIRC ITS @ 5•00 POWER APPARATUS tr SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 W 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID•) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, avid expenses -which may in any way accrue against said County consequence of the granting of this permit. X �rV. lr ¢ L.-,�.}�i�--� Date i z Z %/ Signature of Applicant — Owner LV Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE_ $ 36.00 HAz I DFEES I IMP I FLOOD. CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do r work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By ���� �`' Date /-- -ZZ 174 PERUJIT EXPIRES Date /7 - Z -Z -1'3 Receipt No. 13 00 WNITC-D.P.W.• YELLOW-ASe[330R, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WOK PERMIT NO. 7 County Center Drive - Oroville, .CaiiforAta 95965 - Telephone: 916/5 8- 541. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ _ ZONING, SR BUILDING PERMIT OWNER TELEPHONE 877-4023 SQA FT. OCC. BUILDING VALUATION ER OWN' MAILING DRE ADSS 418 Rop Rd_ PAradise 6 15 s . Com 900.00 CONTRACTOR'S NAME TELEPHONE CONTRA TOR'S MAILI G ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 900,00 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 Permit Fee $ 21.00 Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 36.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W= @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: Reroof — Comp. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p I y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) �I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1DDOA, 37.50 NEW CONST. /DWELLING occuP.�\ 3.64sq.ft. OR ADONS. 1 ACC. BLDGS. I NEW CONSTR. U TI -OUTLET NON-RESID BRANCH CIRCUITS5.00 (POWER APPARATUS e� SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 Ex. Occup. ou LETS P(RESID )ED APLNS. REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate \ of Consent to Self -Insure. �cL] I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood # 6.50 — Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date 7i �i l ?/ Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 Storiesinheight. Mobile Home Installation Fee S Energy Inspection Fee $ occ CDNSTTYPE TOTAL FEE$36.00 I HAz OFEES IMP I FLOOD CDF PARCEL I PD HD IssuE This permit is hereby issued under the applicable provi- sions of the Bu Cou Code and/or resolutions to do work indica a r which fees have been paid. I OF PUBLIC WORKS By Date Z2- _Z*Z 9 PER EXPIRES Date — ZZ Receipt No. 13 o O 96- it WNITC-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDEN ROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEV-LOPMENTSERVICE . - UILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7541 1 PERMITAPPLI'CATION DATA SHEET OWNER 1?4101 Q,e'%�+i1e, S, �y�S?'�/�./ A. P. No. /_57 Zg Proposed Building Use %QG��� i= s�jl Building Inspector,.- Date Al At time of p`erm'it application, I was advised the following data must be submitted prior to permit processing and/or issuance: // DATE RECEIVED BY, 1. 2. 3- .4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ....................................... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................... Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ......... ............................... Impact fees as shown on attached schedule.' ............................. . California Department of Forestry plan approval/fees. .................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............ City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). . . Preanspection request - Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _). .......... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ......................................... Mobilehome utility clearance . ..................:...................... . Documentation of legal access . .....................:................. . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check List . ..................................................... When you issue the permit, process as follows: 4/Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant 5� C 1r` Date ) 2-(2 l �Z Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works NOTES RESIDENTIAL ' 007-150-028 x/02-2616 PERMIT NO. - CHARLTON, SCOTT & JENNIFER — � /G4�/J/ 7iJi� j�� ' 0�� / 3027 BURNAP AVE., CHICO �/ l�,/ 1. / "" ( ; CONT: HIGNEEL 8i HIGNELL ./&� �/�/ � � !ADDITION 6z REMODEL..• s . 1 •. .Y •' . - 1 . ' SPECIAL CONDITIONS `{ CHECKED • _ i." BY SRA - FLOOD`CERTIFICATE REQ., FIRE.SPRINKLERS SPECIAL INSPECTION -ITEMS VERIFY: s�. USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER------ OFFICE COPY dress � t GAS Date 1 a - ' a• Meter BY— Dat ELECTRIC eter BY C JOB FINALED (Dat 4,, 1. Signature I J= OK 0 = Not OK 4 - = Not Applicable . = Not Ready - r RESIDENTIAL (Single & Duplex) Date UND LOOR (Plans) OK except #'s n etbacks-Easements-Flood-Slope t ain; Soils -Elea Grnd.-/ '/" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped JAL 6. mwalls, Garage; Steel-Blockouts-Wra ed 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. r 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 Date - r Card B-1 Date PLUMBING (Permit)AK except #'s 1 Water Htr.; V -Access-Combustion Air Baffle 1Qgjer Pip_; Test nchor-Nail Protection D.W.V.; Te ittin & Anchor -Nail Protectwn ower Pan; s , First Floor -Tub Access 1 I -Test Tub & Shower, Second Floor -Tub Access )r=22. Gas Pipe; Sixe & Anchors Date -'L -63 Card B-1 (j Date Card B-1 Date Card 6=1 Date Card B-1 Date ELECT • AL (Permit) OK except #'s r. _ ixture_& Transformer Clearance -Ins. Protection 25 c. Receptacles Spacin s & Switches at Doors 2 ze Boxes & No. of Conductors Stapled 2Z,4Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29-2•�j r6. itt¢ in 16tnhPn a. C,nnri„rr„s�e GFI 30. Su feed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al ange Circle/, /g u r Al -Oven Circ. / /ga Cu or Al Insulated Neutral El No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. ' 34. Clot loset Light -Shower. Light -Spa Light 3 Smoke Detector r Date d& 03 Card B-1 (VDate Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36 A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 8. 39. Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date ' .� • Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMIN� 4( rmit) OK except #'s ills Proper Materials & Anchors a Studs- NaiNRg-Tp-ating ce - fates -Sound 4 earing Walls over Girders & Floor Nailing f , 44. Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued)i. 47. Hanggrs-Post Ca nchors-Connectors 4 ng. Joist- Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. F' t Clearance (51') Bdrm. Windows or Exitinq Doors -Sill Ht. & Dimensions roe Line irewau & openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits M Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 57 Siding -Nailing Veneer §11. Stu Mesh -Drip Screed -Fd. Vents-Underfir. Access lazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts . ` 1. 61. Brace Interior/Exterior Wall Panels � Gfs}�62. Insulation -Walls -Ceilings •t ��A63. Infiltration -Walls -Windows Date'-,X.� O Card B-1 a ; • _ Date Card B-1 Date Card B-1 Date :-Card B-1 Date * FINA • a OK except #'s x teps-Door & Sidelight Protection -Landings m e Detector t 6. urnace Vents -clearance -Comb, Air -C_ onnector- Inl2iaraae: Above Floor-Ducts-Mech. Protection ' 6 Bath Fixtures & Tub Access -Spa . im & Subpanel, Breaker Sizes & Labels 0 irs & Rails Z>I'FirAplace or. Stove, Clearance -Hearth • _ 7.2 Iec.Outlets at Wood Panel, Int. & Ext. _ 73 it. F zt'. & Appliance; Ground -Air -Gap -Cooking Clearance 7f. 'Flet. O,4tiets & Receptacles at Kit. Counter Ar., G ge Fire Door; Swing -Landing -Closure AW�A.Q,'06ct in Garaqe-Damper 7�/Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ara e; Above Floor-Mech. Protection 7ec. & Mech. Equip. Listed for Location 7 let eceptacles in Garage (F.F.I.)-Romex Protection emulation -Foam -Looked in Attic * . Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance -Looked under Floor ❑ Yes , 83. Foll nq jPstld./Drive O Yes O No/Walks O Yes 0 No/Planters D Yes O No 8,6,/A.CyrtlfDisconnect, Electrical -Plumbing . to 87. Wat ell, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ven ' wn Throughout House ` 9 rect' ns from Previobs Inspections Ga a -Meters Tag ed, Gas -Electric r & er Con ected-C/O to Grade -HD Approval 4. ner Compliant Certificate -Other Certificates 9 ddress Posted Dat and B-1 V I I Date Card B-1 !b Date Card B-1 Date V ' Date Card B-1 Comments at Mai: : J = 'OK 0 = Not OK . = Not.Applicable Not Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 - Date - Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 6. 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Irisp.-Sketch 11. Cert. of Occupancy Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas, and Electricity Tagged _ 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card' B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed • 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,COUNTY OF BUTTE" j BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street *.Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 s r CORRECTION NOTICE OWNER � PERMIT NO. fA 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. It -you have any questions pertaining to this matter, or need additional explanation, pleam contact this'office immediately. f'yov Uf MoD M hr-4/XC. ay COUNTY OF BUTTE '+1 .... "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 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, �� i:. -. .. . -. � _ _ _ � -� r .... ..-_.� moi- Y � � irf � . .� .-� �.vr, -• - COUNTY OF BUTTE.......... BUILDING DIVISION r. DEPARTMENT OF DEVELOPMENT SERVICES 411. Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE l 0, 6Q k OWNER PERMIT NO. ------------------- routine _-_� A routine inspection indicates that he following violations of butte county Ordinances exist at the •`.: above address and ho d be corrected. Please notice this office when correction of work is N" x completed. u have any questions pertaining to this matter, or need additional explanation; 'p Laseail5tact this office immediately. Date 1261 '03 Inspector REV 1002. IQ I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI ING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (53 538-754 PERMIT NO. (Re\.12/9i n APPLICATION AND PERMIT �1-�- ASSESSORPARCEL NUMBER ZONING BUILDING PERMIT OWNER CHARLTON S= & JENNTFER YCOSPHONE SO. FT. OCC. BUILDING VALUATION 21 870.00 . OWNER'S MAILING ADDRESS 02 remodel 40 000.00 CONTRACTOR'S NAME HIGNELL & H TELEPHONE - J 1 ]00 L -R 6,00-0.00 CONTRACTORS MAILING ADDRESS 15 T RD, CHIM, CA 9599A CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 62,8/0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 495.5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 322.10 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 860.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 49.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015. 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: ADDITION & REMOD Qtj U. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15,00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR IESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 f and effect.��� 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 Main Service 400A TO I000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5��, NEW CONS MULTI.Ol1TLET NON-RESID. C 97.50 a PSINGLE OUTLET CIR.OWER APPARATUS OUTLET OR FIXTURES Ex. Occup. BAL p':s5o Ex. Occup. oFIXUT E�APP ' ) .OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ ' 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 worker�olsurance PLier an licy nu!vSer 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.) ❑ 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' mpensation laws f California, and agree that if I should become subject to the !workers' pe provisions of section 3700 of the Labor Code, Ithw' o those provisions. Date a,� g lure p licant - [IOwner 13 Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and emolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 ij. go Ventilation 4-50 PERMIT FEE $ ' Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 0c 1�3 CONST. TYPE VN TOTAL FEE $ J . HAZ. I D. FEES Fg I Saf PARC PD HO s This permit is hereby issued under the applicable provisions of the a County. ortle and/or Resolutions to indi ed for w ich fees have been paid. Fv �j�.� e !� -7 By D e 2 PERMIT EXPIRES ON �� 7 03 Date do work G Z Receipt No. 363725 $ �" WHITE-D.D.S.-B.D. CANARY -ASSESSOR 11 PIN -INSPECTOR GOLDENROD -APPLICANT p E.H. USE ONLY Plot Plan Attached e Floor Plan Attached C San% to B.D. 4Q 1--127— TO: Building Department artment FROM: Environmental Health SUBJECT: Sanitation Clearance 30�7 Owner Loca ion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forOther e, 7G•-�o u��/� Q Hold final for: Final clearance O.K. for: ' NOTE: Environmental Health Specialist Date 8/96 i�'�k�'/5'a/"+nsy�Fi*ri''�7r"^^...�.T*�-e."'�1e.'I:iiyr+'s�.:r+'P•jjrr�rr[ins*pX«*^'*n's�v.�v'C�4•trvv►'X�fyS7.�["s*r�t1/'+t�i:.'�>.��i�tY+''-....'r'��1`Jt�.' !` �_` COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUIL, DING DIVISION �' �' •� 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C ASSESSOR PARCEL NUMBER D Proposed Building Use: A PAIVA')" Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to a ply. ,2em1.. Plot plans, 3 or 4 sets, signed,�y 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. ..1-4. Engineered truss details and layouts in duplicate. No faxes! 6e'57 Energy compliance design and supporting documentation in duplicate. —2-6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or „ foundation plans, all in duplicate. -7_ Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. i 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 Foim.filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other .... 1-ti ning items needed to issue the permit. (May require addition att-re�ie� cei e o o teFees as shown on the attached Schedule of Fees Due She �' �� . . 15. Statement of Intent for Non -heated and A/C Buildings ............. 6. Sanitation -and plot plan approval from the Environmental Health Department.in• .(,.�(C�: 17. City of Chico Plumbing permit .....:.............................................. ,..< ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by- _ .. - :............. ❑ 19. Planning approval for (A) Use: Do, (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 ......................................... ❑r25. Owner -Builder Verification (❑ Giv 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......................................................... �en ❑ GrantDeed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, 9 Check to H.C.D. $ ther: d� (O- ued Telephone and hold for pickup. I have been informed o a'6ove i s a .d requirements for obtaining a building permit. Applicant: . 1. Index permit application for the above items numbered: an Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by Ej phone, ❑ mail, ❑ co ter, b Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: -:�;_L Date: Pi Structural reviewed by: Date: Structural approved by: •Date: U Note transfer by: Date: Yellow: Building Division y ,. � .. ..ter •. �.� � ,:+� -, - .. BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District a s h A.P. Number (� Q �— /� o Q Jurisdiction: City Property Owner Property Location/Address Subdivision Building Department No. County Lot No. s ..................................:.......................................................................:. Residential Development i S Footage Sq. 9 No of Living Mobile Home A dib n/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): .......................................................................................................... Commercial/Industrial 3 Sq. Footage _ ..New Addition l J = 4 - ?- t. --y k .,: ^+ ,(Including Exterior 1 o % f�R000fed Areas) Building Department Representative Date moor rrianssreviewea Dy Scnool uistnct versonnell nictrirt Irlpntifirntinn Nn n AI) /,-i/) (Street (City) has complied with the requirements of Resolution No. representing square feet. School District Representative — } Paid by Check #1 ! Remarks: Irnune ryumorrl 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 (CEGA), 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 (10/98)dmm (Zip Code) Q(State) by payment of $ 11AB 2926 $ FULL MITIGATION $ A r Date 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 (CEGA), 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 (10/98)dmm NoveAer 7/ 2-.,,o �e-nni-�e. f ct t� ��L�.,�c� i- iWe,I+o{� c y w4o.rl z_(;t Li'tN�-sc S4-a,r\5d� P ri. h� PAP -Our r—— LOFRKE MUTATWN COL, INC.: INSULATION CER------ ATE � M- DESCRPTIOM OF INSTALLATION 1. ROOF iiiida�ss � g CEILING Bat# or BIMW Type Bt mules -Raft Thickness (mdnesl I.,oass FMI Type F l mghm- Cawac kaft min. Bed weemsq. rb: Brmw Name Th(R Vahre) Brand Name john RlJan - Thwmal R (R-VWM) Brand Nmne Job= PAMOe Mhrmsrc Tmdmass in AN& Mmrnhc weft Insia W weight per square %alto adom TtwmW Res (R value) & EXTERIOR WALL M3wia1._. Epoighm Bans - itimkmms (anchas)- 3 S Band Name Johm Moraine ThenodRegitka.r. .; R ( 3 4. RAISED FLOOR Mabww Eumlam lRafts�� Name .Idms IU�viNe Therm Resin wm (R Val) 5. SLAB FLOOR t PERMt1E7ER Materia! Thickness Penmeler ftwM11016 Dep* 1 6. FOUNDATION WALL Material Thidkreas tclt�l Ttmnvd Rss" - ahle) Brand Name Th r nat «ae (R-Vaittek DECLARATION 1 hereby oer6Ty that the above awn w6S irWGdm Ste 6 Dation to Wnfmmaroe wHh ccerrent , Eiticn�ns S arils for It S, th�i%r+ttat Cade OF R�ons) as orr 1!t$��ca@e of w c.L�lssfso '�� //-moo-oa re,Des -`IterA�BSugnaft", Dow LOERKE WSULATION CO.. INC. r /05--rs-re="��MCOMW) orou,rner PA:9oot38 Foetwtil N*CA MW C�i.-c--, .ct��r- �+'� +res\E=iti��l*1�•ltt 5 moo 'cin Tenn' �e.r Cka p -3027 ►3 u r^Rap A -\/t., CkL c—o, C-/4( Q ,'q 73 w2) Sc,oi-f and SizL'�i'n9 � Ae- . bepactnne h+ of Oev e1oPw«h -es l3 u("Wi A8 lei visi o r1 -7 Coca n+y C -e vim% r Or, i �1e, Coq gSg6S Te-nni4(, Ckct(\L�oA / a✓�2 laundrYlworkr6om Will be- ase -d -Por -s/,lt)olw/ljJf C� u m ber� 0 007- 15"D-- b Z(S' o 2- 2-61 C October 8, 2002 •Department of Development ent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) `38-7541 (530) 538-2140 FAX Scott and Jennifer Charlton 3027 Burnap Ave. Chico, CA 95973 Assessor Parcel Number: 007-150-028 Building Permit Number: 02-2616 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: \NA permit is required to convert the old garage into living area. This might have been one back around 1997 when the new garage was constructed. The assessor's records show an 864 square foot house. I will acid this conversion to the permit application. A Health Department Clearance will be required for the new addition and for the old garage conversion to living. Please provide a letter stating that the laundry/workroom will not be used for sleeping. (Gas appliances are not allowed in roorr_s meant for sleeping.) STRUCTURAL COMMENTS: 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. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner l of 1 James Joseph January ARCHITECT ENGINEER 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342-1366 FAX 342-1667 PAGEOF JOB NO. /D BY ViXI DATE PROJECT'iPGT�.C/ AP-2rioc/ %iQUG7C�i�:gC�-- Gi`��G� d.� �X/ST�i_S%�._C���/.c/�:✓o/� Ts_ rv� _ ..__ XIST/�(1C,�iP ►/fOIG Y GOA/✓LsoPT�D 5X/ST/AUG X�? BD, ll,!WY SUeE 7"1-7A1.S �/,S�S Tff� f VI41AZQ- W. c Ci�?r4D/�lG . f?UGE$ A1221,16 e,`Ae, /L' /"c:; 4 P F, Oc�, S4AAJ �. 72-5;CZ,2ps/)-f- �30IN.3LO�sT'�I-�D.s�S��i�sc. �OrP A107 6F55 7,Y, -W: /O os vn ?f}f _ -- DURf�T ONO LO/I�D; rJ DAYS = `.LS�To /tICIPF � FO�PALL J, S?MOXl£ g �lD//�C� �j- ,� / S �( 33)/D �z•7%2 = 2,46/rn3 - Cfim-C,C 5 CiJ -Q 4 4 6 728 = , S'7 /r . _� <600� �.l 1. 6,45 zoo �Indr, 117r -r, 7y'e �X15T1/vc �o/.s Ts « rl4lz�- ClRlq4x5 M&M Equipment' 452 Mann Nolta Ridge Road Cohasset, Ca. 95973 LIC. #646049 (530) 343-6244 10/21/02 1.._30' Property Line (Fence) Proposed septic tank replacement location Tight Line Existing ,D -Box 50' proposed leach field House Proposal of Septic System Extintenion for; Jennifer & Scott Chariton ' 3027 Burnap Ave Chico Ca. 95973 N •-IC>> . (530) 894-3872 A.P. # 007-150-028 OCT 2 3 A2-1 1000 -Gallon Tank CHIC®, CALIFORNIA 50 of Leach Field 6". of Rock under pipe Well ® PG&E Meter Electrical line to Gate Shop Burnap Ave Water Line to Shop Existing Septic Tank Property_ Line (Fence) 0 ❑ Diverter Valve with exposed service box 0 0 64' Existing o Leach Field 0 30X30 Shop 100' leach field L _ _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 Project Address........ 3027 Burnap Avenue ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for e na— , � Building Pe it �� ;/,�) Pian Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Charlton Exist.+ Addition GENERAL INFORMATION, Conditioned Floor Area..... 1570 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 50 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 12.2 % of floor area Average Glazing U -factor... 0.59 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8 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 R713 0.088*Exi.stin— Door n/a R-,0 R-n/a R-0 0.330 Living Room Laundry/Workrm Wall Wood R-17.8 R-0 q=, -R=17'8 0.065=Adm ditio'n Roof Wood R-11 R-19 �R-30 0.031„Exst TI-91 Roof Wood R-30 R-0 4R=3-0 0.035 Addi_tdQn Floor Wood R-19 R-0 1CRz-1-9 0. 037 (ER- s,t-ing',_ Addition_ SlabEdge n/a R-0 R-n/a F2=0.760 to Outside SlabEdge n/a R-0 R-n/a F2=0.510 to Crawlspace FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NE) 24.0 0.� 06 0 0.650 Standard Standard None Window Front (NE) 24.0 01600 0.650 Standard Standard None Window Front (NE) 20.0 0 . 600 0 . 650 Standards .��^^ "�7t'4'a*ndard qr 6eE ',• e s None Window Left (SE) 18.0 0.1600 .' 0.650 Standard�Standard� None Window Left (SE) 12.0 01609--1 0.650 Standard ��� ��? Stpa dards None Door Left (SE) 33.3 OL550 0.650 S�tandaid�-r r-„+�,� �Staridard None Window Back (SW) 12.0 0.600 0.650 S�t�andar�d.;.. lS�tanaalyd None Window Back 12.0 0.600 0.650 Stan- Stitanddrd None Window .(SW) Right (NW) 12.0 0!600 0.650 Star3da d Standard None Window Right (NW) 24.0 0.600 0.650 Standard Standard-- None r' JAS0200INQ: PC Physical Characteristic (All Documents)! Oct 08" 20-02 03:1�pm Asmk 007-150-028-000 Fee Parcel 1.007-150-028-00'0 Owner ICHARILTON SCOTT & J E N N I FE R Structure Description G eneral I Structural I Year BuiltF� 1 S00 Building Size 864 Sq Ft Garage 0 S trust #10 N eve- S acre CancelDelete D elete All . N � 'Find Land Structures 'Units M isc Safes Ccmmenks CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Charlton Exist.+ Addition SLAB SURFACES Area Slab Type (sf) Standard Slab 297 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Type Efficiency Airflow Location R -value Leakage D Furnace 0.920 FUE n/a Attic R-4.2 No No ACSplit 12.00 SEER No Attic R-4.2 No No WATER HEATING SYSTEMS Number - Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards a .50 or40�eGf S S'T N REMARKS Square footage of existing house = 32.17 x 27 + 22.5 x 13.08 + 8 x 0.29 = 1165 sf Square footage of addition = 27 x 15 = 405 sf Total square footage = 1570 sf The existing house was built during the 1950's. Existing building assumptions are based on Table 7-6 of the Residential Manual, P400-01-002, and information provided by the Architect. CEC default U -values and default SHGC-values were used for all fenestration. The water heater is existing. Current mandatory measures do not apply to existing systems. Improvements to existing house: 1) A new gas heat/electric cool split system will be installed to condition the entire house. The new system will have new ductwork and a new setback thermostat. 2) Existing windows have been replaced with -vinyl -frame, dual - pane units. 3) Existing walls will be insulated with R-13 insulation. 4) The existing roof will be insulated to R-30. 5) The existing floor will be insulated with R-19 insulation. Thermostat Type Setback Setback External Insulation R -value r" CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page -3 CF -1R Project Title.......... Charlton Exist..+ Addition Date..09/12/02 16:57:08 MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Charlton Exist.+ Addition REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the` administrative regulations to implement them. This.certificate has been signed by the individual with overall design responsibility. 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. e DESIGNER or OWNER Name.... James J. January Company. Architect/Engineer Address. 10293 Cohasset Road Chico, California 95973 Phone... 530-342-1386 License. Signed. date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico,,CA 95926 Phone..,: 530-893-4982 Signed.. �ohr�aut� Ct�lt�Z date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 Project Address........ 3027 Burnap Avenue ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit Climate Zone........... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS6 v6.01 for Plan Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Charlton Exist.+ Addition 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. R-30 150(b): Loose fill insulation manufacturer's labeled R -Value. N/A *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). R-13 & R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. R-19 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality .standards. Indicate type and form. FIBERGLASS BATTS 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. BY CONTRACTOR 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. ' N/A 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. N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Charlton Exist.+ Addition 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. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 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. N/A *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building .cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. BY CONTRACTOR 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% 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. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page,3 MF -1R MICROPA_S6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM MF -1R User#.-MP0995 User- Run -Charlton Exist.+ Addition household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). BY CONTRACTOR LIGHTING MEASURES Design- Enforce- er ment 150(k)l: 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. N/A 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. BY CONTRACTOR ADDITION WORKSHEET Page 1 ADD Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 Pro'ect � Addre 3027 B A ******* ss........ urnap venue° Chico, California *v6.01* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 by Enercomp, Inc. Building Permit Plan Check Date Field Check/ Date MICROPAS6 v6.01 File-CHARLTN3 Program -ADDITIONS User#-MP0995 User- Run -Charlton Exist.+ Addition ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name... ............... CHARLTN3 Charlton Existing Conditioned Floor Area..... 1165 sf Standard Design Energy Use. 50.11 kBtu/sf-yr Proposed Design Energy Use. 117.31 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name .................. CHARLTN4 - Charlton Exist.+ Addition Conditioned Floor Area..... 1570 sf Standard Design Energy Use. 44.57 kBtu/sf-yr Proposed Design Energy Use. 50.56 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio} 1165 / 1570 = 0.742 DESIGN ENERGY USE FOR. NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design 44.57 + 0.742 x ( 117.31 - 50.11) = 94.43 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ADDITION/ALTERATION ENERGY USE SUMMARY Addition/ Energy Use Alteration (kBtu/sf-yr) Design New .......... :......... 94.43 Proposed Compliance Design Margin 50.56 43.87 *** Addition/Alteration complies with Computer Performance *** COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Charlton Existing Date..09/12/02 16:32:27 Project Address........ 3027 Burnap Avenue ******* Chico, California *v6.01* Documentation Author... Donna Wallace - ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone 11 Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CHARLTN3 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Existing Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 17.77 55.34 -37.57 Space Cooling.......... 13.44 43.07 -29.63 Water Heating.......... 18.90 18.90 0.00 1165 9320 Total 50.11 117.31 -67.20 *** Building does not comply 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..... 1165 sf Single Family Detached Existing Front Facing 50 deg (NE) 1 1 ReducedYear Raised Floor 1 _ 9320 .cf 297 sf 12.4 % of floor area 1.28 Btu/hr-sf-F 0.8 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1165 9320 1.00 Yes NoSetback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Charlton Existing Date..09/12/02 16:32:27. MICROPAS6 v6.01 File-CHARLTN3 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Existing OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - Existing 1 Wall 2 Door 3 Wall 4 -,Wall 5 Door 6 Wall 7 Roof 8 Floor Surface 253 0.386 0 50 90 Yes W.0.2X4.16 20 0.330 0 50 90 Yes None 284 0.386 0 140 90 Yes W.0.2X4.16 280 0.386 0 230 90 Yes W.0.2X4.16 17 0.330 0 230 90 Yes None 285 0.386 0 320 90 Yes W.0.2X4.16 1165 0.076 11 n/a 0 Yes R.11.2X4.24 868 0.097 0 n/a 0 Yes FC.0.2X6.16 Window Back (SW) PERIMETER LOSSES 0.800 Existing Living Room Laundry/Workrm Existing Existing Length F2' Insul Solar (ft) Factor R-val Gains Location/.Comments HOUSE - Existing 9=S1abEdge 57 0.760 R-0 No to Outside 10 SlabEdge 15 0.510 R-0 No to Crawlspace FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing 1 Window Front (NE) 24.0 1.280 0.800 50 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 24.0 1.280 0.800 50 90 Standard/0.76 Standard/0.68 3 Window Left (SE) 18.0 1.280 0.800 140 90 Standard/0.76 Standard/0.68 4 Window Left (SE) 7.0 1.280 0.800 140 90 Standard/0.76 Standard/0.68 5 Window Left (SE) 12.0 1.280 0.800 140 90 Standard/0.76 Standard/0.68 6 Window Back (SW) 12.0 1.280 0.800 230 90 Standard/0.76 Standard/0.68 7 Window Back (SW) 12.0 1.280 0.800 230 90 Standard/0.76 Standard/0.68 8. Window Right (NW) 12.0 1.280 0.800 320 90 Standard/0.76 Standard/0.68 9,Window Right (NW) 24.0 1.280 0.800 320 90 Standard/0.76 Standard/0.68 SLAB SURFACES Area Slab Type (sf) HOUSE Standard•Slab 297 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Charlton Existing Date..09/12/02 16:32:27 MICROPAS6 v6.01 File-CHARLTN3 Wth-CTZ11S92 Program -FORM C -2R. User#7MP0995 User- Run -Charlton Existing System Type HOUSE Furnace NoCooling HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location Tested Duct Duct R -value •Leakage ACOA Manual Duct; D Eff 0.640 AFUE n/a None R•-n/a n/a n/a 1.000- 10.00 SEER No None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number Tank ,External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal)- R -value Water Heater to meet minimum CEC Standards .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 does not have a cooling system installed. REMARKS Square footage of existing house = 32.17 x 27 + 22.5 x 13.08+ 8 x 0.29 =,1165 sf The existing house was built during the 1950's. Existing building assumptions are based on Table 7-6 of the Residential Manual, P400-01-002, and information provided by the Architect. CEC default U -values and default SHGC-values were used for all fenestration. The wall furnace and water -heater are existing. Current mandatory measures do not apply to existing systems. COMPUTER METHOD SUMMARY Page 1 -C-2R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 P t Add ******* rojec ress........ 3027 Burnap Avenue Chico, California *v6.01* Documentation Author.... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Bui ing Permit Plan C ec Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Exist.+ Addition Zone Type HOUSE Residence If MICROPAS6 ENERGY USE SUMMARY Energy Use Standard (kBtu/sf-yr) Design Proposed Compliance Design Margin Space Heating.......... 17.06 13.82 3.24 Space Cooling.......... 12.23 21.46 -9.23 Water Heating.......... .15.28 15.28 0.00 Total 44.57 50.56 -5.99 *** Building does not comply 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 (sf) 1570 sf Single Family Detached Existing Plus Addition Front Facing 50 deg (NE) 1 1 ReducedYear Raised Floor 1 12560 cf 297 sf 12.2 % of floor area 0.59 Btu/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Thermostat Type 1570 12560 1.00 Yes Setback Vent ' Vent Height Area (ft) (sf) Air - Leakage Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Charlton,Exist.+ Addition Date..09/12/02 16:57:08 MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Exist.+ Addition Surface HOUSE - Existing 1 Wall 1 2 Door 3 Wall 5 Wall 6 Door 8 wall 10 Roof 12 Floor HOUSE - New 4 Wall 7 Wall 9 Wall 11 Roof 13 Floor Surface OPAQUE SURFACES Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains 233 0.088 13 50 90 Yes 20 0.330 0 50 90 Yes 291 0.088 13 140 90 Yes 88 0.088 13 230 90 Yes 17 0.330 0 230 90 Yes 285 0.088 13 320 90 Yes 1165 0.031 30 n/a 0 Yes 868 0.037 19 n/a 0 Yes Form 3 Location/ Reference Comments W.13.2X4.16 Existing None Living Room W.13.2X4.16 W.13.2X4.16 None Laundry/Workrm W.13.2X4.16 R.30.2X4.24 Existing FC.19.2X8.16 Existing 87 0.065 17.8 140 90 Yes W.19.2X6.16 Addition 192 0.065 17.8 230 90 Yes W.19.2X6.16 120 0.065 17.8 320 90 Yes W.19.2X6.16 405 0.035 30 n/a 0 Yes R.30.2X12.16 Addition 405 0.037 19 n/a 0 Yes FC.19.2X8.16 Addition PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE - Existing 14 SlabEdge 57 0.760 R-0 15 SlabEdge 15 0.510 R-0 Orientation No to Outside No to Crawlspace FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing 1 Window Front (NE) 24.0 0.600 0.650 50 90 Standard/0.76 Standard/0.68 2 Window Front (NE) 24.0 0.600 0.650 50 90 Standard/0.76 Standard/0.68 3 Window Front (NE) 20.0 0.600 0.650 50 90 Standard/0.76 Standard/0.68 4 Window Left (SE) 18.0 0.600 0.650 140 90 Standard/0.76 Standard/0.68 5 Window Left (SE) 12.0 0.600 0.650 140 90 Standard/0.76 Standard/0.68 9 Window Right (NW) 12.0 0-.600 0.650 320 90 Standard/0.76 Standard/0.68 10 Window Right (NW) 24.0 0.600 0.650 320 90 Standard/0.76 Standard/0.68 HOUSE - New 6 Door Left (SE) 33.3 0.550 0.650 140 90 Standard/0.76 Standard/0.68 7 Window Back (SW) 12.0 0.600 0.650 230 90 Standard/0.76 Standard/0.68 8 Window Back. (SW) 12.0 0.600 0.650 230 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16.:57:08 MICROPAS6 x6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Exist.+ Addition System Minimum Type Efficiency SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab HVAC SYSTEMS Refrigerant Charge and Duct Airflow Location HOUSE Furnace 0.920 AFUE n/a Attic ACSplit 12.00 SEER No Attic 297 WATER HEATING SYSTEMS Number �► in Energy Tank Type Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards REMARKS Square footage of existing house = 32.17 x 27 + 22.5 x 13.08 + 8 x 0.29 = 1165 sf Square footage of addition = 27 x 15 = 405 sf Total square footage = 1570 sf The existing house was built during the 1950's. Tank Tested ACCA Insulation Duct Duct Manual Duct R -value Leakage D Eff R-4.2 No No 0.737 R-4.2 No No 0.645 WATER HEATING SYSTEMS Number �► in Energy Tank Type Heater Type Distribution Type System Factor Water Heater to meet minimum CEC Standards REMARKS Square footage of existing house = 32.17 x 27 + 22.5 x 13.08 + 8 x 0.29 = 1165 sf Square footage of addition = 27 x 15 = 405 sf Total square footage = 1570 sf The existing house was built during the 1950's. Tank External Size Insulation (gal) R -value Existing building assumptions are based on Table 7-6 of the Residential Manual, P400-01-002, and information provided by the Architect. CEC default U -values and default SHGC-values were used for all fenestration. The water heater is existing. Current mandatory measures do not apply to existing systems.,. Improvements to existing house:, 1) A new gas heat/electric cool split system will be installed to condition the entire house. The new system will have new ductwork and a new setback thermostat. 2) Existing windows have been replaced with vinyl -frame, dual - pane units. 3) Existing walls will be insulated with R-13 insulation. 4) The existing roof will be insulated to R-30- 5) The existing floor will be insulated with R-19 insulation. { COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Charlton Exist.+ Addition REMARKS' HVAC SIZING Page 1 HVAC Project Title.......... Charlton Exist.+ Addition Date..09/12/02 16:57:08 Project Address........ 3027 Burnap Avenue ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* I Building Permit Climate Zone........... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 Plan Check Date F—leld Check/ Date MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CHARLTN4 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Charlton Exist.+ Addition 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....... 1570 sf 12560 cf Front Facing 50 deg 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 (NE) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11416 4802 Glazing Conduction............... 4864 2715 Glazing Solar .................... n/a 8065 Infiltration ..................... 7942 2610 Internal Gain .................... n/a 2100 Ducts ............................ 2422 2029 Sensible Load .................... 26644 22320 Latent Load ...................... n/a 4464 Minimum Total Load 26644 26785 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 1 s { RESIDEN L Ir007-150-028 PERMIT#97-1465 PERMIT I"CHARLETON, .Scott_&..Jennifer-. 3027 Burnap, Chico , ,PERMIT I'Cont:.BCM Construction--- New Pri Det Garage q + ' ,`OWNER '�CONTR. ASSESSOR PARCEL i ,LOCATION �� �L4 + sP��Ti v :t r" 1 it , !1 f «p i Temp. Power Pole 1 Called PG&E r Temp. Elec. Service y Called PG&E ,Temp. Gas Service Called PG&E JOB FINALED (Date) Signature ✓ =OK O = Not OK -RESIDENTIAL (Single & Duplex) - = Not Applixahle Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Cain B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower UghtSpa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing e Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic .59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext 72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I= OK O = Not OK Not • = Not Ready MOBILE HOMES •- Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Locabon-Test-Fall-C/O-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /tit / /Nat or/ /"L tt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test )emend-Valre-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, CO ,ERS, CARPORTS, GARAGES lana OK except #'s ing Requirements -Setbacks -Easements tings; SoilsSize-OepthSpaci g -Connectors -Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rflrs.-Connectors Shthg.-Rfg: Bracing Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip.-Ileater 8. Elec.; Grounding; Equip. w/3 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 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County CQnter Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO A routine inspection indicat that the following violations of Butte County Ordinances exist at the above address and ould be corrected. Please notify this office when correction of work is completed. If you a any questions pertaining to this matter, or need additional explanation, please contact s office immediately. Date /O" Z 7 Inspector.(,/ REV 10/92 aw t Date /O" Z 7 Inspector.(,/ REV 10/92 aw COUNTY OF BUTTE- DEPARTMENTOFQEVELOPMENTSERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541P RMIT NO. (Rev.12/96) ` - • APPLICATION AND PERMIT i �7- z, =- ASSESSOR PARCEL NUMBER 007-150-028 ZONING BUILDING PERMIT OWNER SCOTT & JENNIFER CHARLETON TELEPHONE SO. FT. OCC. BUILDING VALDAMON 900 IT 16,2nn- OWNER'S MAILING ADDRESS 3027 BURNAP AV CONTRACTOR'S NAME BCM CONSTRUCTION TELEPHONE ' 342-1799 CONTRACTORS MAIUNG ADDRESS 377 CONNORS CT, STE 1, CHICO, CA 95996 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ' BUILDING ADDRESS 3027 BURNAP, CHICOgy Ener Plan Checking Fee $ g $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR IES. 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is � 'in full force and effect. +� License Class Lic. No. % <�� R OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ l, -as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADONS. ( a ACC. Blas. so 3.50FT; NEW CONS.9 NON -RES DT MULCT C.OIRCUI 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @ I:50 Ex. Occup. OIUT%ETS RESISD.OREA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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. 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. workers' cPmpens JLmurance carrier and policy number are: Carrier Policy Number /c 2%/ 2 / (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 wit those provisions. / X —__ Date 7 r7 ( 9% --- Signature of Applicant wrier ❑Contractor agent An OSHA permit is requi or excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation ►' PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ _ I CONST. TYPE tl TOTAL FEE $ 317.00 HAZ. _ D. FEES IM FLOOD CDF PARCEL PD HD _ I S This permit is hereby issued under the applicable provisions of the I e County ode and/or Resolutions to do work indic ed o for ich fees have been paid. G% By ate ,F �y 7 7 PERMIT EXPIRES ON ! O ate Receipt No. -0-324` - WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT rS'1 .A TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance H.H. USE ONLY •'— ! Plot Plan AttacLed �S Floor PLn Attached t?� Seat to B.D. lhnn ac")aj 3>,q�02�ftP,- IV-5-� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. OtherL�LL)ru Hold final for: Final clearance O.K. for: NOTE: lTQ -7 L -j E.' nmental ffealth Specialist Date 9/92 --� •,..r-"..4.ti, �, ; - ,,, .,• _ ,s-•> .r ;z't js,F' ' w.,.,{r-, �r �, t.^'� �tsc� jr.r •w•� s��' � �'t `•7r ��:y : • �'.. � � i.: �:�VF4r, }'�• • z -� �ti y a h � w , � �% '^7^*�F!+.n ��r tet•-. ♦.a ;'�`��• COUNTY OF BUTTE - DEPARTMENTDF RE SERVICES - BUILDING DIVLSION 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PE"IPAPP.LICATION DATA SHEET OWNER: Starr �HAAL OrrfZP-J ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: c-- Date: /� f At time of permit applicatio , 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. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------ =------------------------------------------------- E13. ------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans.------- --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and lay u in duplicate (required prior to plan review) No faxes!= ---- ------------ ❑6. Energy Design Compliance and supporting documentation. - --------------------- ----------5------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13 Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval C N!� Health Department. ------------------------------------------- 7-21 2 -2 ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------ -'-------- Eq 9. ------- ❑q9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- V0. Pre -inspection for required Request to Building Inspector on (Date) Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 2 . Workers' Compensation carrier and policy number.----------------------------------------------------------- _hV71 023 caner -Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- �_ 4. Letter of signature authorization. ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1126. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ' ❑28. Existing violations and/or expired permits. --------------------------------------------=------------------------- .3 ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: ^,Iglu -`------ you issue tithe permit_process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone J 2 ' 22" and hold for pickup at &1Y offic . ❑ Deliver with inspector. Applicant Date:7w` Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution,w D By: Copy of plans sent 11 Health Department, 11 Fire Department, ❑ Other: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail,-❑ •BuildiWia_ ision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑.A.P. folder. � Note.transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COMMERCIAL PLAN CHECKING GUIDE (1994) U.B. C. OWNER: GIAWL r U ►'J 0 BUILDING PERMIT NUMBER: F 2 /, � S PLAN CHECKER: �� 1�1� A.P. NUMBER: Cx7) 7 S O — GZ A. GENERAL: r1-- Zoning requirements, Planning approval. -2--� Valuation. 3- Plans signed by an engineer or architect. Proper description or work on application. Lr 1792 5— Existing violations on property. ,6! Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.).. -7' Improvements or drainage, Land Development approval. B. PLOTPLAN. /1! Complete parcel size and dimensions. CD Setbacks, sideyards, easements, etc. ui5XP L pe /mj fJ Other buildings or structures.RO rM 3P�Grading, fills, drainage. % i' 'T %= Flood hazard. s� Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. F.A.U. & F.A.S. road set back. Building or utilities across lot lines (Lot Merger). C. OCCUPANCY REQUIREMENTS: Building use: /t ?a, l.% Alm;- :�;�w Occupancy Group: U Building floor area: Basic allowable floor area: Type of Construction: OccupantLoad: sq. ft. Total allowable floor area: Basis for increase: Compliance with specific occupancy requirement. f2''� Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). i5' Maximum height requirements (Section 506). %6?` Draft stops (Section 1505). X71'7 Ventilation and special hazards requirements (Section 3). ,8''"' Automatic fire sprinkler system (Section 904). -•9'f Fire alarm systems (Section 310.10). Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). rl`I� Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. ,d,2' Smoke detection system. .je C.D.F. or State Fire Marshal plan review. 1.4.. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 9011,5.Physical Disability Requirements (Title -24). ..,16'-' Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Section 1503). 2 Parapet walls (Section 709.4). 3 Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). Aprr- 3.4 1\ r 5� Detailed types of construction requirements. Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). Roof drainage 9. (Section 1506). Skylights Section (2409 & 2603). y �+� 0. Stages and platforms (Section 405). 1. Interior wall and ceiling finish (Section 801).. 2. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 3. Wall and ceiling covering installation (Section 2500). 4. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 5. Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: A . General.Exit Requirements (Section 1001.4 & 1006.3). A 2. Number of exits, width and locations (Section 1003). Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). i. Stairways, rise and run, width, winders, and construction (Section 1006). q. Horizontal exit (Section 1008). `. Exit and smoke proof enclosures (Section 1009). S. Exit signs and illuminations (Section 1013). Aisles and seating (Section 1014 & 1015). Exits for occupancy groups (Sections 1016 - 1019). IL . Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: /1? Masonry chimney (Section 3102). Veneer (Section 1403). S ecial Inspection per U.B.C. Section 1701). a.. High Strength Bolting. : Field Welding. leek Masonry (full stress). .i,dr'7 Concrete (f'c>2500psi). Special Certifications Mill Certificates. 5. - Expansive soil - Special design. JU40 000 Cut/Fill slopes, compaction tests, grading. ,r7 Noise requirements (Planning, Appendix Section 1208). 8 . Weld electrode, welder certificate. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays.: H. OTHER: L For Inspection Jacket: Fl00 evation Certificate equirements Special Inspection Requirements Aut it Sprinklers April 1996 3.4 PLAN CHECK LIST Permit Applicant: Scott & Jennifer Charleton Permit #97-1465 Date: 7/28/97 Plans for the above referenced projectmere reviewed by this office. Please provide additional information and/or make revisions. to plans, specifications, or calculations as follows: 1. Provide a letter of intent on the building's use. GLS. 2. Provide energy design compliance and supporting documentation or complete and return the attached Statement of Intent for Non -Heated and A/C Building. - o3. Provide for special inspection as indicated on the attached Special Inspection Policy sheet. We ask wo� d that you provide the name of the special inspector you intend to use prior to approval of the building permit. 4. For the site plan provide setbacks, side yards, easements, distances to property lines and other structures, etc. �. 5. County soils maps show the area of the project site as having the potential for soils with moderate to highly expansive soils. Verify subgrade material type in the area of the proposed foundation. If I �material classification is not class 4 or betterper Table 18 -I -A of the Uniform Building Code than 761,�J verify expansion potential such as by testing the soil. for its expansion index value. Modify design as necessary to account for actual site conditions. 6. The steel building fabricator is to provide the identification system used to meet the, -requirements 0r of Section 2202.2 of the Uniform Building Code. A L11=� I SSt �NC� CoNS�LTArfTS WILL J&E 2t>1N& AL -1- OF r� SQFG�L. tr1�r��-toN(S ,- • 2 L A N U U r N A I U K A L W E A L T H A N D 8 E A U Y BUILDING DIVISION Scott & Jennifer Charleton DEPARTMENT OF DEVELOPMENT SERVICES 3027 Burnap Avenue 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Chico, CA TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Private Storage Building Date: 7/28/97 A.P. No. 007-150-028 Permit ##97-1465 With reference to the above subject, attached is: , [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other: - Special Inspection Policy sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary (two copies) [ ] Submit additional calculations as requested. [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, George R. Kellogg Plan Check Engineer cc James J 10293 Cohasset Road Chico, CA 95973 BCM Construction 377 Connors CT., Suite 1 Chico, CA 95926 PLAN CHECK LIST Permit Applicant: Scott & Jennifer Charleton Date: 7/28/97 Permit #97-1465 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: - Provide a letter of intent on the building's use. L2___`�Provide energy design compliance and supporting documentation or complete and return the attached Statement of Intent for Non -Heated and A/C, Building. 03�Provide for special inspection as indicated on the attached Special Inspection Policy sheet. We ask that you provide the name of the special inspector you intend to use prior to approval of the building permit. For the site plan provide setbacks, side yards, easements, distances to property lines and other structures, etc. ' County soils maps show the area of the project site as having the potential for soils with moderate ' / to highly expansive soils. Verify subgrade material type in the area of the proposed foundation. If (� material classification is not class 4 or better per Table 18 -I -A of the Uniform Building Code than verify expansion potential such as by testing the soil for its expansion index value. Modify design as necessary to account for actual site conditions. e steel building fabricator is to provide the identification system used to meet the requirements of Section 2202.2 of the Uniform Building Code. 2 August 8, 1997 Mr. George Kellog, Plan Check Engineer Butte County Building Department 7 County Center Drive Oroville, CA 95965 Dear Mr. Kellog: We will be using our new metal building as a normal residential garage, ie. future motorhome storage, camping equipment storage, lawn mower and probably one vehicle storage and everything else a standard garage is used for. I hope this answers your questions as to our intended use of the new building. If you have any questions please give us a call. Very truly yours, Jennifer Charlton, Scott Charlton . a, ti ' ,• Cs , ' - NON-RESIDENTIAL'BUILDINGS ENERGY CONSERVATION STANDARDS . Statement of Intent for Non-Heated and/or Non-Air Conditioned-Buildings I•, S�0 Ghw- -o r ,. owner of the' building to be constructed .as a (please print) - O `(`1 V S IU �Q d under q 7 r LWS at :30 •_ 7 y — (bldg.permit no.)(location), 11JLk r \ Q co ca '67S97-3 hereby certify that I do not intend to heat or cool this building in such a manner as to-be subject to other than the mandatory sections of the State.Energy Requirements. I understand that if I do heat or cool this building in•the future,-that I will be-subject to the.energy requirements in effect at that time. , I understand that if I change the use or occupancy,'of,this building in-the future; that-.I will be,subject to the energy requirements in effect at that time for that.specific occupancy. - I also understand that if I become subject to the-energy requirements•in the future, it may-be necessary to redesign and/or alter (1)-the building envelope, ' (2) the insulation.requirements of the heating, ventilating, and,air conditioning systems, (3) the heating, ventilating,•and air conditioning equipment, (4) the service water.heating, and (S) the lighting of the building to complywith the regulations. w I understand that any of the above changes will require me to obtain the ynecessary permits, inspections, and approvals from the Butte County Building Department.. Signature of Building Owner - ,Mailing Address 30x2% PI'Ar"Al2 A-�.�, Ch°,La Wil, 95973 Telephone No: PAGE 1 JOB 753 James Joseph January ARCHITECT Pffl ENGINEER 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342-1386 FAX 342-1667 PAGE I' OF JOB NO. 753 BY 1'1EM DATE. -7-9-7— PROJECT 7-97PROJECT NEW M iL, BLDG. F 009 GHARL_ToN FOUNDATION DESIGN QRvrr.�,'' -- , BUILDING CODE - 1994 UBC 1. JA B.G r_ }_-,-BUILDINI&WIDTH---�- a _ 30 < %.. BUILDING LENGTH 4 .. 1 ( Xr _. I ... ..L 12 C 33 97 - _ ,. _ 30 FT:rte. L t EAVE HEIGHT , _ - 14:FT { DEAD LOAD... ! 12:33.;PS.F LIVE LOAD t ; 20 PSF (REDUCIBLE) p� F _IV -SNOW LOAD O PSF CA �C pf WIND'LOAD _ 80 mph EXP. C � 1. lit l s SEISMIC ZONE I #3 I CONIC. COMPRESSIVE STRENGTH (fc) t 2.5: KS 1 r- REBAR TENSILE STRENGTH (fy)' _. i 60; KS 1 , , f , t ( ASSUME:-.•-A,LLOWABLE SOIL -BEARING PRESSURE -r 1,:2-KSF �---- -_f_ *---- - -I t FRAME COLUMN FORCES AT GRIDS Al & C1: Vma_x : 6.8 KIPS- t Vup 6.5 KIPS' t Hout 2-.8 KIPS' .. i I..... TRY.`,i_ 3 FT. WIDE BY 3 FT: 'LONG BY _ t 3 FT THICK CHECK UPLIFT: INCLUDE 3.25 FT. OF r0 333..FT-. SLAB IN TWO DIRECTIONS & 6 FT: OF CONT. FTG. - ;1 FT WIDE BY T 1 FT.- 4THICK .. r.1.i. Wdl [(L.* W, *: (T : Tslab)) + (L + Lslab - 0.5') " (W'+ L'slab 0.5) *.Tsiab + 2-', Lper *- Wper *,(Tper Tslab)] * 0.15kcf WHERE L 3 IS. THE LENGTH OF THE FOOTING (FT) -- - W 3 IS;THEWIDTH OF THE FOOTING (FT) ' 1. , `] t —1 3 IS THE THICKNESS OF THE FOOTING (FT) I _ Lslab 3.25 -IS THE LENGTH -OF --THE SLAB F.T) ] `Tslab 0:333 IS THE THICKNESS OF;THE.SLAB'(FT) - ; Lper ; 6:IS THE LENGTH:OF THE PERIMETER: FOOTING (FT) �. }. . ' Wper 1. IS;THE WIDTH OF THE'PERIMETER FOOTING (FT) } Tper -1 IS THE THICKNESS OF THE PERIMETER FOOTING: (FT) _,. Wdl - IS•THE DEADWEIGHT -OF CONC. RESISTING UPLIFT (KIPS)-•- Wdl . ,..' 6.5 KIPS > 6.5 KIPS. 1 _..OK.l.. t _ y CHECK FOR SOIL BEARING:. i q = (Vmax) / (W * L) 0.756'KSF < 1:2 KSF :K i ) _ 777i James PAGE Z OF Joseph JOB NO. 7 x; -?, January BY r j E M DATE -7-11-7 ARCHITECT PROJECT NEW MTL., 61-f6, PAGE 2 ENGINEER F JOB 753 10293 COHASSET ROAD oI- GHA,RLToN, CHICO, CALIFORNIA 95973 (916) 342.1386 FAX 342.1667 FOUNDATION DESIGN (CONTINUED) _ __ —f FOOTING REINFORCEMENT REQUIRED ' - ! T ---t `- T ----+ ' �4_ j-, M=.q*(L/2)A2*W/2 . ' M= . - 2.55-FT-`K- I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu '4.08FT'-K -" Q4-+ +-.� I' TRY: row = a 0.0004 Mu(allow) = 0.9,_row bid _fy—[.d :0.5_(row _d__fy) %_(.0.85 fc:)] / 12�___ I Mu(allow) = 20:87664 FT - K > +4.08 FT K OK r rrt INCREASE BY11/3 IF row < row(min) + 1.33 row =-1 0.000532 As(regd)-= rows* b!* d rAs(regd) 0.344736 IN^2, t _ } FRAME COLUMN FOOTING AT GRIDS Al .& Cl:- -7 1. --�----- t—r— �3 'WIDE BY 3'_ 0" LONG BY 3',-.0" THICK,y 'T i j i r t- , W/ 2 - #5 EACH WAY r ' , ' - 'r -A - - f7' j-. ++ _ � � T ... 1 r _ i ) � •- tet., !_� � + + '-� ♦ .,_r, »+`� , t I 7i- t j L y '.-_.{_._.- ._ _ .tet--�—+--; -•- ' i y-t'—±-- ti--`--i _t. ; + r Y + i 1 1 a• F —F _r t / - - L + , T L. James Joseph January ARCHITECT PAGE 3 ENGINEER JOB 753 10293 COHASSET ROAD CHICO, CALIFORNIA 95973 (916) 342-1386 FAX 342.1667 1 wu FOUNDATION DESIGN (CONTINUED) PAGE 3 OF JOB NO. -7 5-,, BY MEM DATE -7-197 PROJECT NEW riT1., BLDG. Fog GHt-,RL--roN FRAME -COLUMN FORCES AT -GRIDS A2 &C2-' Vmax ' 1 (4.4'KIPS , . } ,- :� '�' -h y °- _... . {- IPS > t i Vup fi3 1 KIPS-- _ i t - -� - _ . L t, r i i OU Hout -fl:.6 KIPS { i- - i_L; r i TRY:. .2FT. WIDE BY _', ; 2 FT.. LONG BY :_1.5FTr THICK'• .. -, CHECK UPLIFT_ INCI UnF=- A 9S FT hP In 3,Ai FT- c) GR in) -nA/n n1RRr'Tlnn1c•Q. - 6. FT OF CONT: FTG V 1 FT WIDE BY FT K- ' j 1 TRIC L . , 1 , r I t � II. Wdl -. [(L *. W * (f! Tslab)) + (L -f-. Lslab z 0 5) * (W-,'+tLslab) * Tslab + 2 * Lper;! Wper-'-' (Tper - Tslab)] * 0 15kcf ; WHERE t —r-- ---r--;-�1--r i I i L 2 IS THE LENGTH OF THE_FOOTING (FT) E I W I _ 2 IS THE WIDTH OF THE FOOTING (FT) ,_.T i . T. 1.5 IS THE-THIC_KNESS OF:THE FOOTING (FT) _ ' .LSlab 1 3.25 IS THE LENGTH -OF -THE SLAB (FT) -!--i-., 0.333 IS:THE THICKNESS OF:THE-SLAB(FT) -�-�'--T "-`Lper '- T' 6-IS-THE.LENGTH'OF'THE"PERIMETER:-'FO'OTING-(FT) 1Nper - -1. IS -THE WIDTH OF THE PERIMETER FOOTING -(FT) j } Tper l 1 ISTTHE THICKNESS OF THE:PERIMETER FOOTING (FT) Wdl• 1 IS THE DEAD-WEIGHT OF CONC: RESISTING UPLIFT (KIPS Wdl ; 3.15 KIPS KIPS 4 ! .OK CHECK FOR SOIL BEARING ! _ I r ` 1 - - r _ - q (Vmax) / CW - L)t r -fi { * r._ i J { L..r q t-} 1=1 KSF-< + 1 2 KSF�" OK ► --. 1 - �-:- _ . I FOOTING REINFORCEMENT REQUIRED - t ;' } '• I I - - :.. ! b ._ 24 I N _ t d i 14.5 IN.' { j. M=q*'(L/2)^2*W/2 M 11 FT -K_ MU=:1.4*DL+1.7*LL- $ :.ASSUMEyMu 1.6 *M , r . Mu= - 1'.76 FTS -K t r i 1 7 r' I . - .. . ..2 ___._�_�. _i. ., ___._:.. I '...;. � _.,_A_.._�._ __. •. __L t,_.1.1- (_.'.._I_;....' ..1_.� ___.__ :_,., 1 1...' •' , James PAGE �I OF Joseph JOB NO. '753 January BY MEM DATE '7-q7 ARCHITECT PROJECT NEW rll-L-. 91-P& PAGE 4 ENGINEER JOB 753 10293 COHASSET ROAD FOR GHA2LTON CHICO, CALIFORNIA 95973 (916) 342-1386 FAX 342-1667 FOUNDATION DESIGN (CONTINUED) I I 7 T- - . , T 7 -- r r --j L rower - 0.0004 _fi - ' + S- f-{-; r---+� , ! . _ l 1= , Mu(allow)=0.9` row "b'Vfy*[-d-05"(row *d'fy)/(0.85*Pc)]/,12y Mu(allow) _ . 9.031509 FT - -K >, 1.76 jFT - K -OK-----!+ .1 - INCREASE BY, 1/3 IF row ,< row(min) . �-- -- 1.33---, row = -0.000532 ' j - • f !! As(regd).= row'* b * d ` ; As(regd)~= 0 185136 IN^2- t t :: t .. , ` ' ; ' �.�' • ( FRAME COLUMN FOOTING AT GRIDS A2 & C2: 2'i- 0" WIDE BY 2'- 0" LONG BY V-- 6" THICK -r W/ 2 - #5 EACH WAY: T T } , i t f f , + . _ 1 °.. r -UN<, c-Hr.ici.__ i -L,' IN ST (le:L/.GT /O� SGrS�B f�G G Gz./,EI> Gvin d X350 /7-/b _ //Z && %.r' Varco-Pruden Buildings A United Dominion Company 1 (Project Name: 4515 SCOTT CHARLTON) (VP Quote No.: CA97019007-000) (VP Order No.: CA9771637-00) VARCO-PRUDEN BUILDINGS STRUCTURAL DESIGN DATA DATE: 06/26/97 TEWE: 15:19 PAGE: 01 of 36 1 (30'x 30'x 14' BLDG Version 3.2 Project Name: 4515 SCOTT CHARLTON' Building Name: 30'x 30'x 14' BLDG. Customer Name: SCOTT CHARLTON Project Location: CH I CO , CA Builder Ref No.: VP# CA9771637-01 Builder Name: BDM Construction Company, Inc. Builder Location: Chico, CA TABLE OF CONTENTS Letter of Certification 2 Loading Information 4 Building Reactions. 9 Covering Design 12 Roof and Wall Bracing Design 18 Roof and Wall Secondary Structural Design 20 Primary Structural Design 24 ESS Ew 3/31/98 �¢ CIVIL OF CA����� ��tiL99 Varco-Pruden v� Buildings A United Dominion Company LETTER OF CERTIFICATION (Project Name: 4515 SCOTT CHARLTON) (VP Quote No.: CA97019007-000) (VP Order No.: CA9771637-00) DATE: 06/26/97 UWE: 15:18 PAGE: 02 of 36 f 10r1AQ 11 !Qn'v Zn'. IA' 07 T%i1 :.... :.:........ .................i::;::::;::>:::;:;::::;;::r::;`:;;::;::2:;::;::;::::::::;::;::;;::::;::;::;::;;::::;:::::::i:::::r::i::;....... ::':;:: LETTEIt::QF[;GERT#)� i✓ :::>::::> ::<:......>E>:::>::::>::::>::>::::>::>::>::>:<:»::::>::>::'>:>;::>>::>::::::»::::>::>:<:>::;::>::::>::::<::::>::::>::::s::::>::>::::>::;<:::>::>::»>::::>::::»::>::::>::::>::::>::::>;<:>::»::><::>::::::>::>:.........�tS(Ot1...2.............:....................... 1 ATi#)N..................... . Contact: SCOTT ****,** PROJECT REFERENCE ******* [19045,11 Name: BDM Construction Company, Inc. Address: 377 Connors Ct., Ste. A Project Name : 4515 SCOTT CHARLTON City/State: Chico CA 95926 VP Job No.: CA9771637 Customer Name: SCOTT CHARLTON Street: 3027 Burnap Ave. Job Disposition : Schedule for Fabrication (B) City/State: CHICO, CA 95973 MBMA End Use Code: 4 - Manufring. Production ( County : Butte ) This is to certify that the above referenced VARCO-PRUDEN BUILDING System project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions: Overall Width: 30/0/0 Overall Length: 30/0/0 Eave Height: 14/0/0 Roof Pitch: 1.000/ 12 Roof Live Load 20.00 PSF Building Code/Year = 94UBC Distance to Coast = 0 Mile Reduced Live Load (Bldg)= Yes [1994 Uniform Building Code ) Bldg Enclosure Category = Enclosed Ground Snow Load = 0.00 PSF Seismic Zone = 3 Bldg Base Elevation = 0/0/0 Roof Snow Load (flat) = N/A Building Use Category = 4 Snow Exposure Category 3 Rf Sht+Scndry Dead Ld = 2.33 PSF Thermal Category , = 1 Wind Load Speed = 80.00 MPH Add'[ Gravity Collateral = 0.00 PSF Snow Load % for Seismic = 0.0 Wind Load Pressure = 17.32 PSF Add't Uplift Collateral 0.00 PSF Built-up Section Spec. = 1989 AISC Wind Exposure Category = C (User Imposed Loads) Cold -Form Spec. = 1989 AISI Rainfall Intensit = 4.0 Inches per Hour Allow Overstress Ratio = 1.030 The steel design is in accordance with VARCO-PRUDEN BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations American Institute of Steel Construction (AISC), 9th Edition American Iron and Steel Institute (AISI), 1986 Edition w/ 1989 Addendum American Welding Society (AWS) [D1.1) American Society for Testing and Materials (ASTM) Metal Buildings Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VARCO-PRUDEN BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VARCO-PRUDEN BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all components furnished by VARCO-PRUDEN BUILDINGS will be erected or constructed in strict compliance with pertinent documents furnished by VARCO-PRUDEN BUILDINGS. CC s Sincerely, Q�ir �� �„ W • C_7y O _'ol�� l \ Prepared by: �) Reviewed by: tx F� X1295 2 VARCO-PRUDEN BU U INGS &&.3/31/98 V11— �9�F OF CAl1F��`a\� 1-. - LETTER .OF Varco-Truden- Buildings CERTIFICATIONDATE: 06/26/97 A United Dominion Company (Project Name: 4515 scoTr CHARLTON) TME:• -15:18 fVV r*.- W_ -7 r A Qr% I OM -7 MIAN of 36 . (VP Order No.: CA9771637-00) [19045,11 (30rAU'x E30'xUJ 14' BLDG.) ........... ............. . .. ......................... ............... ......... ........... ...... ... The Structural Design and/or Manufacture of this VARC04RUDEN BUILDING will be or has been at one of the following Varco-Pruden locations: RainesviLLe, AL VP Alabama Plant, [Manufacture Only] Pine Bluff, AR VP Arkansas Service CenterV. (Design,and.Manufacturel, Turlock, CA VP California S ' ervice Center [Design and Manufacture]- St. Joseph, MO VP Missouri Service Center [Design and Manufacture] KerA6rsville, NC VP North Carolina Service Center [Design and Manufacture] VanWert, OH VP Ohio Service Center [Design and Manufacture] Evansville, WI VP Wisconsin Service Center [Design and Manufacture] - Additional Structural MkeriaL may be fabricated and provided for use, in a Varco-Pruden Building by one of the following fabricators: BAR JOISTS SMI, Inc. Hope, AR Hancock Salem, VA VuLcraft GrapeLand, TX Canam Washington, MO Norfolk, NE Florence, SC Brigham City, UT ISP El Paso, TX Socar FLorence,'SC' .(This inform . ation is presented in compliance with Varco-Pruden's AISC Certification respon sibilities.) % t Pruden Builth LOADING REPORT v� Buildings nam: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) Tom• 15.18 IVP ("h-tP Nn • rA07n10M71V)n VP Order No.: CA9771637-00 i YAlit'US OC � ) nonan it ran•: �n•Y ia• m Frames All Zones Wind 1 0.80 0.70 0.70 0.50 0.00 9.5 0.0 9999.0 Frames All Zones Wind 2 -0.10 0.70 0.70 0.70 0.00 90.0 0.0 9999.0 Bracing All Zones Wind 1 0.80 . 0.00 0.00 0.50 0.00 9999.0 0.0 9999.0 INTERNAL WIND PRESSURE COEFFICIENTS - MAIN FRAMING Porosity Load -- Windward--- --- Leeward--- Min Max Cond Case Column Rafter Rafter Column Slope Slope -Enclosed Wind 1 0.00 0.00 0.00 0.00 0.00 90.00 Enclosed Wind 2 0.00 0.00 0.00 0.00 0.00 90.00 Enclosed Wind 3 0.00 0.00 0.00 0.00 0.00 90.00 EXTERNAL WIND COEFFICIENTS - PARTS AND PORTIONS Cp = C * log(A) + K Bldg Wind Load A (sq.ft.) Min Max Max Typical Example Portion Zone Case K C Min Max Slope Slope Ht. A CP Roofs All Zones Wind 1 -1.300 0.000 0 10 0.0 9.5 -- - 10 -1.30 Roofs All Zones. Wind 1 -1.600 0.300 10 100 0.0 9.5 -- 100 -1.00 Roofs All Zones Wind 1 -1.000 0.000 100 1000 0.0 9.5 - 600 -1.00 Roofs All Zones Wind 1 -0.700 0.000 1000 - - - 0.0 9.5 600 -0.70 Roofs Corner Wind 2 -2.300 0.000 0 10 0.0 9.5 -- - 10 -2.30 Roofs Corner Wind 2 -3.100 0.800 10 100 0.0 9.5 -- 100 -1.50 Roofs Corner Wind 2 -1.500 0.000 100 1000 0.0 9.5 -- 600 -1.50 Roofs Corner Wind 2 -0.700 0.000 1000 - - - 0.0 9.5 600 -0.70 Roofs Edge Strip Wind 2 -2.300 0.000 0 10 0.0 9.5 -- 10 -2.30 Roofs Edge Strip Wind 2 -3.100 0.800 10 100 0.0 9.5 - 100 -1.50 Roofs Edge Strip Wind 2 -1.500 0.000 100 1000 0.0 9.5 - 600 -1.50 Roofs Edge Strip Wind 2 -0.700 0.000 1000 - - - 0.0 9.5 - 600 -0.70 Roofs Interior Wind 2 0.000 0.000 0 - - - 0.0 9.5 - -- 600 0.00 Overhangs All Zones Wind 1 -2.800 0.000 0 10 0.0 9.5 -- 10 -2.80 Overhangs All Zones Wind 1 -3.600 0.800 10 100 0.0 9.5 -- - 100 -2.00 Overhangs All Zones Wind 1 -2.000 0.000 100 1000 0.0 9.5 -- 600 -2.00 Overhangs All Zones Wind 1 -1.200 0.000 1000 - - - 0.0 9.5 -- 600 -1.20 Walls All Zones Wind 1 -1.200 0.000 0 10 0.0 90.0 -- 10 -1.20 Walls Alt Zones Wind 1 -1.500 0.300 10 100 0.0 90.0 - 100 -0.90 Walls All Zones Wind 1 -0.900 0.000 100 1000 0.0 90.0 -- 600 -0.90 Walls All Zones Wind 1 -0.800 0.000 1000 - - - 0.0 90.0 - 600 -0.80 Walls All, Zones Wind 2 1.200 0.000 0 10 0.0 90.0 - 10 1.20 Walls All Zones Wind 2 1.500 -0.300 10 100. 0.0 90.0 -- 100 0.90 Walls All Zones Wind 2 0.900 0.000 100 1000 0.0 90.0 -- 600 0.90 Walls All Zones Wind 2 0.800 0.000 1000 - - - 0.0 90.0 -- 600 0.80 Walls Exterior Wind 3 -1.500 0.000 0 10 0.0 90.0 - 10 -1.50 Walls Exterior Wind 3 -1.800 0.300 10 100 0.0 90.0 - 100 -1.20 Walls Exterior Wind 3 -1.200 0.000 100 1000 0.0 90.0 - 600 -1.20 Walls Exterior Wind 3 -0.800 0.000 1000 - - - 0.0 90.0 - 600 -0.80 Walls Interior Wind 3 0.000 0.000 0 - - 0.0 90.0 -- 600 0.00 Watts Exterior Wind 4 1.200 0.000 0 10 0.0 90.0 -- 10 1.20 Walls Exterior Wind 4 1.500 -0.300 10 100° 0.0 90.0 -- 100 0.90 . <y•. Varco-Pruden LOADING REPORT., . � • � " ` v� Buildings DATE: 06/26/97 , A United Dominion Company_ (Project Name:. 4515 SCOTT CHARLTON) TIlVIE: 15:18 = (VP Quote No.:, CA97019007-000) ` PAGE: 06 of 36 `" �"'�`" "�" '"' •�"' ��� IIYU43.1I l3U-X 3U -X 14- BLUliJ :.:>::.>:::i>:.>:.:2;::i:::i::: ::.....::::::::::....:::.....:.....::<::::::::i:<:<;:i<i;::ii::i::i:;:i::;::::;:::<::i::i::::::::::::::::::::i::i::i::::::;:;::::::i::?:S:i::i:::::::::;::::::i::i:::::::::i ►�II�.: :..:::..: :.::::i::i::i::i;:::::::::i:::::i::;:::::::i::::::i::::::::;:::::i::5::i::i::i::i:::`.:; :::::::;;::: i:::::ii:::;::::::::is:i:::::::::i::::::::i::::i::i::iris::'+.::::: ID.I.E)AD....................................................................................................................................::.::::::::.::::::::::::::::::.::::..:::::::.......:::.::::.:. 5.................................................................................................................................. ::::::i:::::i:::::::is:::;:i::::::::i::i:::i::::R: i::::::::::i:::::::::::::;.::.>:.::.>:.:.:;::;.>:.::.:;.::.::.::.:;.>:.>:.::.::.>:.>:.>:.::.>....... �!:s;0:::.::.:::.X:::::;:.;:.;, :.::::::::::::::::: :..................... Walls Exterior Wind 4 0.900 0.000 100 •1000 0.0 90.0 - - 600 :' 0.90 Walls Exterior . Wind 4 0.800 0.000 1000 - - 0.0 , 90.0. -- 600 0.80 Walls Interior Wind 4 0.000 0.000 0 - - - 0.0 90.0,• -- --• 600 0.00 :JC+istK[1.ti::L� <::::::::::::::::::::::::::::::::::::::::::::::::::::::::::<'::....:::::::ii :::::: �A...........................................................................................................................................................................................................................................::: 3 :::iii?:::: -i:`-2% : :: #i ` > '? C 3 ' :3 .................:: .-.-., :::: :.. iii' ::::: :;ii.................. :: i i............... :333 3 3: ........ • Seismic Zone 3. +- -Importance,Factor:, 1.000 , -Zone Factor 0:300 _ K (or C) Value 2.750 % of Snow Load`Used: 0.0 % s Moment Resisting Elements: i CS (or 1/Rw) Value: 0.167 Vertical Resisting Elements: CS (or 1/Rw)'Value: 0.125 ; Plane' Total Wt. Seismic Load ` Name- Used Frame Bracing ----------- f ` I W 1.822 PSF 0.250 PSF 0.188 PSF N 1:557 PSF 0.214 PSF 0.161 PSF - E 1.754 PSF 0.241 PSF 0.181 PSF S 1.557 PSF 0.214'PSF 0.161 PSFAp r ROOF1 4.832 PSF 0.664 PSF 0.498 PSF r ROOF2 4.832 PSF ` 0.664 PSF 0.498 PSF n: GOi4Bi1:FATiOi�iS"Allo x.tress>riicrs:sho...m. .......... . ...................:.... ......................................................... FRAMES: ;. 1 (1.000) „1.00 Dead Weight +1.00 Collat .Grav + 1.00 Live " 2 (1.333) '.1.00 Dead Weight +,1.00 Wind 1 -Right 3 (1.333) •1.00 Dead Weight + 1.00 Wind 1 Left ` 4 (1.333) 1.00 Dead Weight + 1.00 Wind Ridge 5 (1.333) 1.00 Dead Weight +'1.00 Collat Grav + 1.00 Seismic Right 6' (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left POSTS: , 7 (1.333) 1.00 Wind 1 Right 8 (1.333) •1.00 Wind 1 Left PURLINS: 1 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live - 2 (1.333) 1.00 Dead Weight + 1:00 Wind 1 Right + 1.00 W React 1 Right 3 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right + 1.00 W React 1 Left 4� (11333) 1.00 Dead Weight + 1.00 Wind'2 Left + 1.00'W React 1`Right 5 ( 1.333). 1.00 Dead Weight + 1.00 Wind 2 Left + 1.00 W React 1 Left 6 (1.333). 1.00 Dead Weight -+ 1.00 Collat Grav + 1.00,E React Right •7 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 E React Left ~' GIRTS: 1- (1.333) 1.00 Wind 1 Right• " ' Varco-Pruden Buildings 4 A United Dominion Company LOADING REPORT (Project Name: 4515 SCOTT CHARLTON) (VP Quote No.: CA97019007-M) 11 2 (1.333) 1.00 Wind 2 Left 3 (1.333) 1.00 Wind 3 Right 4 (1.333) 1.00 Wind 4 Left BRACING: 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 1 Left 3 (1.333) 1.00 Seismic Right 4 (1.333) 1.00 Seismic Left DATE: 06/26/97 TIME: 15:18 PAGE: 07 of 36 Varco-Pruden Buildings LOADING REPORT DATE: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON)' TIME: 15:18 /VD flnnro Ain !`AO'7M ON\9 A!1!1\ ` , a Ln a _ • uden, BuildingREACTIONS REPORT DATE: 06/26/97 A United Dominion Company (Project Name: - 4515 SCOTT CHARLTON) TE%&: 15:18 I (VP Quote No.: CA97019007-000) PAGE: 09of36 (VP Order No.: CA9771637-00) 19045,11 (30'x 30'x 14' BLDG. .............................................. ................. . ........ ................................................... .. .... .................. ............ ........................................ ... .. .... ...... ... . ......... .. ..... ...... .... ..... ........... .... . . ................... . ...... . ...... ............................ ... ......... .. ..... ...... .. .............................. ...... . . . . . ....... .... .... 94UBC 1994 Uniform Building Code Bldg. Use Category: 4 (MBMA Endusi= Manufring. Production [41 ............. .. ..... .. .... ...... . ......................... ............ .. ..... ...... ............................... . ......... .. ..... .. ..... . ... . ..... .......... Roof.Live Load = -20.00 PSF Building Code/Year' = 94UBC Distance to Coast = 0 Mile Reduced Live Load (Bldg)= Yes7 (1994 6nifor'm Building'Code ) Bldg Enclosure Category = Enclosed Ground Snow Load = 0.00 PSF Seismic Zone = 3 Bldg Base Elevation = 0/0/0 Roof Snow Load (flat) = N/A Building Use.Cat.egory = '4 Snow Exposure Category = 3 Rf Sht+Scndry Dead Ld = 2.33 PSF Thermal. -Category = 1 Wind Load,Speed = 80.00 MPH Addll Gravity Collateral = 0.00 PSF Snow -Load % for Seismic = 0.0 Wind Load Pressure = 17.32 PSF Addll Uplift Collateral = 0.00 PSF Built-up Section Spec. = 1989 AISC Wind Exposure Category = C (User Imposed Loads) Colc!-Form Spec. = 1989 A I S I' Rainfall intensity = 4.0 Inches per Hour Allow Overstress -Ratio = 1.030 ................................... ... .. ..... ..... . .............. ............ 1OAD........................................ ............. .... .................... .... ........ ..... ........ tress*- ncrssl, (,,,.n%--... .............. . ....... . FRAMES: • 1 (1.000) 1.00 Dead Weight + 1.00 CotLat Grav +'1.00 Live. 2 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right - 3 (1'.333) 1.00 Dead Weight + .1.00 Wind 1• Left 4 (1.333) 1.00 Dead Weight + 1.00 Wind Ridge 5 (1.333) 1.00 Dead Weight + 1.00 Cotlat Grav + 1.00 Seismic Right 6 (1.333) 1.00 Dead Weight + 1.00 CoLtat Grav + 1.00 Seismic' Left ENDPOSTS: 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 1 Left BRACING: 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 1 Left 3 (1.333) 1.00 Seismic Right 4. (1.333) 1.00 Seismic Left Varco-Pruden 'REACTIONS REPORT Buildings DATE: 06/26/97 A United Dominion Company (Project Name: 4515 scon CHARLTON) TIME: 15:18 (VP Quote No.: CA97019007-000) PAGE: 10 of 36 (VP Order No.: CA9771637-00) f19045,11 (30'x 30'x 14' BLDG. ........................... .............. .......................... .. .... ...................... .. ............... . . ....... ... X ............ ... ... .... ....................... X, .................... ..... . ................ X .. ............................. . ... ... ........ .............................. .,X X X .................. ........ . ............... .......... ................ . .... .............. : :.: . ... ......... ............. ... ... ........ ... . .......... X.:.X ....... .... ................................ .... ... ............. %..........%...........-.�........,: .. .... ................................. X.x X ............................ * ..... , - .:.. .:. .: . ............ . .... X. Frm Pln= GRID GRID GRID (Values shown are . FLI C/1 0/8 A/1 resisting forces [P1n=81 OF the Founoation) ------------- +Hyy +Hyy KV =kips +H/+H;x/tVZZ M=in -kips Vzz ..................... ........... .................................................................................................... .. ........ ........... . . . . . . .................... ....... ................... ........................... ..... .... .............. XXXXX..........X... ...... * ........................ . 3. E. ............ **"** ............... . .................................................... iiEACfIQAE MM& lk'* ME, MAIM . Frame ID Seg. No.--> S1 2001 S1 2000 S2 4000 column Type ---- > Ext.Colm Ext.Colm Endpost Grid 1 / Grid 2 -----> C/ 1 A/ 1 0/ B Base Plate (W x L) > 8.0 x 8.'0 8.0 x 8.0 8.0 x 10.0 A. Solt Oty./ Diam.--> 2)- 0.750 2)- 0.750 2)- 0.750 Colm Base Elevation--> 100/0/0 100/0/0 100/0/0 -Load Type Description H-xx H-yy IV-zz H-xx N-yy I V-zz H-xx Dead Weight Framing 0.0 0.4 1.4 0.0 -0.4 1.4 Live Framing 0.0 1.8 5.4 0.0 -1.8 5.4 Wind 1 Right Framing 0.0 2.4 -3.1 0.0 7.1 -7.8 -1.8 Wind 1 Left Framing 0.0 -7.1 -7.8 0.0 -2.4 -3.1 1.8 Wind 11 Ridge Framing 0.0 0.5 -5.5 0.0 -01.5 -5.5 Seismic Right Framing 0.0 0.4 0.3 0.0 0.4 -0.4 Seismic Left Framing 0.0 -0.4 -0.3 0.0 -0:4 0.4 W React 1 RightBracing -2.5B O.OB -1.3B -2.5B O.OB -1.3B W React 1 Left Bracing O.OB 0.08 1.2B O.OB 0.08 1.2B E React Right Bracing -0.3B 0.08 -0.1B -0.38 O.OB -0.18, E React Left Bracing Wind 1 Right Endpost -1.8E Wind 1 Left Endpost 1.8E Grid 1 / Grid 2 -----> C/ 1 A/ 1 0/ B Ldg Comb (Strs Incrs) H-xx H-yy V-zz H-xx H-yy I V-zz H-xx Frmg Cmb No. 1 (1.00) 0.0 2.2 6.8 0.0 -2.2 6.8 Frmg Cmb No. 2 (1.33) 0.0 2.8 =1.7 0.0 6.6 -6.5 -1.8 Frmg Cmb No. 3 (1.33) 0.0 -6.6 -6.5 0.0 -2.8 -1.7 1.8 Frmg Cmb No. 4 (1.33) 0.0 0.9 -4.1 0.0 -0.9 -4.1 Frmg Cmb No. 5 (1.33) 0.0 0.8 1.7 0.0 0.0 1.0 Frmg Cmb No. 6 (1.33) 0.0 0.0 1.0 0.0 -0.8 1.7 Post Cmb No. 1 (1.33) -1.8E Post Cmb No. 2 (1.33) - E - E - k -E - - E - - E - - E 1.8E v� Bu ldi gs REACTIONS REPORT ` , - � DATE: 06/26/97 •. ' A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TIME: 15:18 - (VP Quote No.: " CA97019007-000) ; PAGE: 11 Of 36 (VP Order No.:'CA9771637 00) 19045 1 30'x 30'x 14' BLDG. :.;:.;>:.;:.;:.;:.;;:.; ril�lfEP.LA3!i « :.::.::.::.::.::.:.. ::::::::::::::::::::::::::::::::::::.::::::::.:::::::::::::::::::::::::::::::::::::::......................................................................................erscup.3....::..........::::::........... ;:.;:.;:.;:;:.;:.;;;:.;:.;:.;;:.;:;.;:;.;;:.;:.;x. ;:.;:.;;::.;;:.>:.;:.;:.;:.;:.;:.;:.:;:.;:.;:.:.;:.;:.;:.::.;;;:.;:.;:.;:.;:.;:.;:.;:;.;;:.;:::.;:.;::.;:;:.;:.:.;:.;:.;:.;:.;:.;:.;;:.;:.;:.;:.;;;:.;>: ............:::.::::.:::::::::::::::::.::::::::::::::.:::::::::::::.::::::::.:::::::•:::::::::::::::::.::::::::.:......:.;:;;•;:.::.::. ;:...:........ . ' Frm Pln= GRID ` GRIO° [Values shown are FL2 C`2 A/2 resisting forces [Pln=9] , OF the Foundation] _ +Hyy� +Hyy H. V =kips _ M=in -kips +H!;x �+Vzz +Hx/ �+Vzz ./ ✓ !; CETEQI�iSI3S?iOttl).TStP1:.VE. it.T?fiAit.PTg1VE;; ...::Bract E. -:.End .::::::::::.:::::::::::.:::::::::.:::::.::::.::::::::::.;:.;:.;:.;:.;:.:.;:..;:.;:.;:.;:.::.:;:.;:.:.::.;.;;::::<;: X. Frame ID / Seg. Nb.--> S3 ,/ 2004 S3 / 2005 Column Type ---------> EXt.COIm Ext.Colm: Grid 1 /'Grid 2 -----> A/ 2 C/ 2 Base Plate (W x L).--> 8.0 x. 8.0 8.0 x 8.0 A. Bolt Qty./ Diam.--> ( 2)- 0.750 ( 2)- 0.750 Colm Base Elevation--> 100/0/0 100/0/0 Load Type Description H-xx H- V-zz H-xx. H- V-zz , Dead Weight Framing 0.0 -0.2 0.8 0.0 0.2 0.8 Live, Framing 0:0 -0.9 3.6 0.0 0.9 3.6 -• Wind 1 Right Framing 0.0 3.3 -3.9 0.0 1.4 -1.5 " Wind 1 Left Framing 0.0 -1.4 -1.5 0.0 -3:3 -3.9 ' Wind 11 Ridge Framing 0.0 -0.4 -2.7 0.0 0.4 -2.7 Seismic Right Framing 0.0 0.2 -0.2 0.0 0.2 0.2 Seismic Left Framing 0.0 -0.2 0.2 0.0 -0.2 -0.2 W React 1 RightBracing O.OB O.OB 1.2B 0.06 0.08 1.2B W React 1 Left Bracing 2.5B O.OB -1.38 2.58 O.OB 1.3B E React Right Bracing, -_ - - - - E React Left Bracing 0.36 O.OB -0.1B 0.3B O.OB -0.16 .Wind 1 Right Endpost ; Wind 1 Left •Endpost FtEAC fl':rzzz::' Qi�iS Bl'sls Aii': :>::> <::;:: ; ::;:z::<z <:>:>:: >::; :<:;::;;: <: ;:>::>:: :,::>: ;>:::' `:..................................... '>< >< .. CQI4IBINATIQN-:BER.FRAA4E:PLr±►15IE:..:B....: c+n .E. -.:En osts...::::::::::::::::::..:.::.:....:::..... . ».>.........< >= > [ »> > = »' > ' .....:. 1 Grid 1 /:Grid 2 -----> A/ 2 C/ 2 E Ldg Comb (Strs Incrs) H-xx H V-zz H-xx• H-� V-zz Frmg Cmb No. 1 (1.00) . 0.0 X1.1 4.4 0.0 1:1 4.4 Frmg Cmb No. 2 (1'.33) 0'.0 3.2 -3.1 0.0 1.6 -0:8 Frmg Cmb No. •3 (1.33) 0.0 ,1.6 -0.8 0.0 -3.2 -3.1 - ,Frmg Cmb No. 4 (1.33) 0.0 -0.6 -2.0 0.0 0.6 -2.0 , . Frmg Cmb No. 5 (1.33) •0.0 0.0 0.6 0.0 0.4 0.9 Frmg. Cmb No. 6 (1.33) 0.0 -0.4 1.0 0.0 .0.0 0.6 - Post.Cmb No-. 1 (1.33) - - " .Post Cmb No. 2 (1.33) - i O Varco-Pruden COVERINGS and Buildings FASTENERS A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) (VP Quote No.: CA97019007-000) (VP Order No.: CA9771637-00) NO PAGE5��1`� DATE: 06/26/97 TIME: 15:18 PAGE: 12 of 36 ****** PROJECT REFERENCE ******* Project Name : 4515 SCOTT CHARLTON Customer Name: SCOTT CHARLTON SURFACE 1 bfs" 94UBC - 1994 Uniform Building Code ROOF PNL 2 HA2- TYP. I ,L Roof Live Load = 20.00 Psf Distance to Coast = 0 Miles Reduced Live Load = Yes - Bldg Enclosure Category = Enclosed Ground Snow Load = 0.00 Psf -Seismic Zone = 3 Bldg Base Elevation = 0/0/0 Roof Snow Load = 0.00 Psf Building Use Category = 4 Snow Exposure Category = 3 2a1 0.0220 1 0.0417 0.0475 1 Thermal Category = 1 Wind Load Velocity = 80.00 Mph Add'l Gravity Collateral = 0.00 Psf Snow Load % for Seismic = 0.0 Wind Load Pressure = 17.32 Psf Add'l Uplift Collateral = 0.00 Psf Built-up Plate Spec. = 89AISC Wind Exposure Category = C (User Imposed Loads) Cold -Form Gage Spec. = 89AISI 36" COVERAGE 12" TYP.SMOOTH 1 TYP'--{ EXTERIOR SURFACE 1 bfs" ROOF PNL 2 HA2- TYP. I ,L BEARING EDGE (ROOF PHLS ONLY) TOP OF RIB IN TOP OF. RIB - COMPRESSION IN TENSION NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. LOAD GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) 26 0.0184 0.0332 0.0367 0.0368 0.0454 2a1 0.0220 1 0.0417 0.0475 1 0.0-44 1 0.0555 22 0.0273 1 0.0547 0.0575 1 0.0559 1 0.0628 PANEL RIB ROOF & WALL PANELS (PR) -1 ........................ DESCRIPTION: 'r Diagonal Roof Bracing is typically used by Varco-Pruderi Buildings to resist tateral wind loads and seismic forces acting perpendicular to.the rigid frames. This Diagonal "X" -Bracing transmits the applied loads throughout the•roof. planes, delivering them to vertical bracing.systems, and eventually into the foundation. Vertical Bracing systems are typically diagonal "X"-Bracing•simi(ar to roof plane bracing, although may also utilize vertical diaphragms, moment -resisting frames, concentric braced frames utilizing tension/compression members or tension only members, or other types of bracing systems, as.permitted,by Specifications.'. ; ANALYSIS: " Varco-Pruden Buildings Diagonal Bracing -is analyzed by the Stiffness Method for the applied wind loads and seismic loads acting on the structure. All diagonal members are assumed to be considered to have pinned connect ions,.whiLe moment frames are typically assumed to be AISC Type 1 Construction (rigid frames).,with pinned base connections: DESIGN: Diagonal Bracing is,designed for axial forces, using the prevailing'AISC Allowable forces acting.on the Net'Area;of each member.'Moment frames -are also designed in accordance with AISC allowed working stresses! r MATERIAL: •Typical Rod Bracing used by Varco-Pruden Buildings is 65 ksi Structural Steel•. Angle,bracing is typically 50 ksi steel, tube bracing is 46 ksi, and moment frames are'typically designed and constructed from 50 ksi steel. „ St1i'tiil�•fAR ............:.::.:..;..::.:.:::.::.::::.:.:::::::.::.:.................: Live Load 20.000 PSF Add'l Dead(Gravity): .000 PSF Date: 6-26-97'Time:14:44 Ground Snow 000 PSF Roof Snow .000 PSF Frame Dead•Load 2.500 PSF Purlins/Sheeting 2.100 PSF Wind Load, :•80.00 MPH( 17.316 PSF) Add'l Dead(Uplt) .000 PSF 3 Building Code :94UBC Bldg Use Category. :4 .r. Exposure Factor :C Seismic Zone :3 ' Enclosure Factor:Enclosed F Load Stress Design Case Factor Case Load Combinations. 1 •1.33' Y 1.00 Wind'l Right 2 1.33 Y 1.00 Wind 1 Left : 3 1.33'. Y 1.00 Seismic Right 4 ' 1.33 Y'• 1.00 Seismic Left ` notes ` i . Bracing Struts [projky: 19045 bldg: I] 18037F 2.OGI 2 18048F 0.8C 18025[0.8C] 6typ1 18034F 2.0C O W Project: 4515 SCOTT CY ARLTON Building: 30'x 30'x 14' BLDG. T, n . BRACING .. DESIGN . DATA r 1: DATE: 06/26/97 (Project Name:_ 4515 SCOTT CHARLTON), TIME: 15.181 AID ll....re AT.. ... n A nan f nnno 'nM% - S SECONDARY -STRUCTURAL DESIGN DATA- DATE: 06/26/97 (Project Name:_ 4515 SCOTT CHARLTON) TIME' 15:19 (VP Quote No.: CA97019007-000) PAGE: 20 Of 36 (VP Order No.: CA9771637-00) ronea n ran•. 10'. IA' M nn N DESCRIPTION: Varco-Prudent Purlins,',Girts, Eave Purlins, and Miscellaneous Secondary Framing Members are typically cold -formed, Z-shaped or C-shaped members, either 6 1/211, 8 1/211, or 11 1/2111in depth. ANALYSIS: ' Simple Purlins and Girts- analyzed as simple beams, supported at each end -by the Primary Frames. The boundary conditions used assume pinned connections at each frame support and span lengths equal to the distance between the frame centerlines. Continuous Purlins and Girts- analyzed as coA inuous beams, utilizing the Stiffness Method of indeterminant analysis. Purlin or Girt continuity over frame supports is developed by_extending them into adjacent bays and lapping to each other to provide a double section in the region of highest moment. Pinned -connections occur at purlin or girt ends. DESIGN: Purlins,•Girts and other cold -formed secondary structural members are designed in accordance with the American Iron and Steel Institute (AISI), typically using steel based upon ASTM.A570, and having a minimum yield strength of 55,000 psi. sT ucTr:>xxa�,.;<o s�crnau>f....:>.........................::::.�:;::::>::> Live Load 20.00 PSF Add'l Dead(Gravity): .00 PSF Date: 6-26-97 Time:14:44 Wind Load 80.00 MPH Panel Dead Load .95 PSF Bldg Wind Pressure : 17.32 PSF - Secondary Wind Pressure 17.32'PSF Add'l Dead(Uplt): .00-PSF Total Dead .Load .95 PSF y Building Code 94UBC Bldg Use Category 4 Building Exposure Factor C Seismic Zone' 3 Secondary Exposure Factor: C Enclosure Factor: Enclosed Load Combinations for -Girt Design Load Stress , Case Factor Load Combinations ' 1 1.33 1.00 Wind 1'Right 2 1.33 1.00 Wind 2 Left ' 3 1.33 1.00 Wind 3 Right - 4 1.33 1.00 Wind 4 Left Load Combinations for Purlin Design ` Load Stress° Case Factor load Combinations 1 1.00 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.33 1.00 Dead Weight + 1.00.Wind 1 Right + 1.00 W React 1 Righ 3 1.33 1.00 Dead Weight + 1.00 Wind 1 Right + 1.00 W React 1 Left +'• 4 1.33 1.00 Dead Weight + 1.00 Wind 2 Left +,1.00 W -React 1 Righ . 5 1.33 1.00 Dead Weight + 1.00 Wind 2 Left + 1:00 W React 1 Left, 6 1.33 1.00 Dead Weight + 1.00 Collat Grav + 1.00 E React Right 7 1.33 1.00 Dead Weight + 1.00 Collat Grav .,+ 1.00 E React'Left Load Combinations for Girt Deflection Load Stress Case Factor Load Combinations 1 1.00 .75 Wind .1 Right 2 1.00 .75 Wind 2 Left 3 1.00 .75 Wind 3 Right ' 4 1.00 .75 Wind 4 Left Notes: <segment id> [String id, group 10) Use Liquid Paper wherever Overplotting may Occur. Project: 4515 SCOTT CHARLTON Building: 30'x 30'x 14' BLDG. projky: 19045 bldg: 1 plane: 6 name: ROOF1 <18025> 10024 (17.71 <18028> 18027 "S.71 <18031> 18030 <18034> f 033 120.81 Project: 4515 SCOTT CHARLTON Building: 30'x 30'x 14' BLDG. projky: 19045 bldg: 1 plane: 6 name: ROOF1 Notes: <segment id> !string id. group id] Use Liquid Paper wherever Overplotting may Occur. Project: 4515 SCOTT CHARLTON Building: 30'x 30'x 14' BLDG. projky: 19045. bldg: 1 plane: 7 name: ROOF2 W <18048> 124, 71 < 045> I2 3, 71 <f800>4 122, 71 <18037> I21, B1 Project: 4515 SCOTT CHARLTON Building: 30'x 30'x 14' BLDG. projky: 19045. bldg: 1 plane: 7 name: ROOF2 W Varco-Pruden v� Buildings A United Dominion Company 2 4§" 22 14"" I I 50 LIP H F-� 2 'h" 2 W 6 h" ZEE 6 'h" CEE DESIGN IX Sx Ix Sx THICKNESS IN4 IN3 IN4 IN3 .059 4.36 1.225 4.71 1.297 .065 4.86 1.470 5.22 1 1.514 .073 5.56 1.709 5.93 1.791 .082 6.23 1.916 6.64 2.042 .092 5.962.142 7.41 2.280 .105 7.91 2.433 8.40 2.585 .120 8.99 i 2.766 1 9.53 1 2.932 6 '/2" GIRTS / PURLINS SECONDARY STRUCTURAL DESIGN DATA DATE: 06/26/97 (Project Name: 4515 SCOTT CHARLTON) TEWE: 15:19 (VP Quote No.: CA97019007-000) PAGE: 22 of 36 (VP'Order No.: CA9771637-00) [19045,1] (30'x 30'x 14' BLDG.) Version 3.2 �.24* 22 'A" 3 h" I I 1 1 1 50° 50' 8 h. LIP LIP 11 h 2h' 2h' 3W 8 'k' ZEE 8 h' CEE tt h" ZEE DESIGN Ix Sx Ix SX DESIGN Ix Sx THICKNESS IN4 1.143 IN4 IN3 THICKNESS IN- IN3 .059 9.04 1 1.778 8.89 1.860 .059 N.A. I N. A. .065 10.05 1 2.088 9.87 2.197 .065 24.9V4.499 .073 11.50 2.561 11.24 2.601 .073 28.4 082 12.90 3.027 12.59 2.963 .082 31.9.092 14.43 1 3.396 14.08 3.313 .092 35.7105 16.42 13.864 16.00 3.765 .105 40.7.120 18.70 4.400 18.19 4.280 .120 46.- 8 %2" GIRTS / PURLINS 11 1h" PURLINS Design No. 7 Plane = ROOF1 (Roof) [Start X =301-0" Y =131-5 3/8" Z =151-1 7/16111 Qty: 6 . -------- End 1 Span -------- I --Interior Span ---------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress- Ld ---Actual Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case L th I Bendl ShrJCombJWcp Case I Bend I Shr JCombJWc2LCase L th I 18028 28.0 8.5"x.105" Z S-StPur 1 .95 .00 .95 .00 2 1 Desi n No. 8 Plane = ROOF1 (Roof) [Start X =301-0" Y =3 3/8" Z =141-0 1/411] aty: 2 -------- End 1 Span -------- --Interior Span.-- -------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress Ld ---Actual Stress--- Ld Lap No. Length Description I Bend Shr]Combl Wcp Case L th I Bendl ShrIComblWcp Case I BendJShrJCombJWcpJCase L th 18034 28.0 8.5"x.073" EZ S-StPur 1 .00 .18 .90 .90 1 Secondary Design Successfully Completed Purlin Anchorage Calculations for Plane ROOF1 No. Purlins = 4 Roof Pitch = .083 Purlin Anchorage Force = .55 Kips Purlin Anchorage Resistance = 1.99 Kips lin Anchorage Calculations for Plane ROOF2 . No. Purlins = 4 Roof Pitch- .083 lin Anchorage Force = .55 Kips Lin Anchorage Resistance = 1.99 Kips w � .. � � _ ,� t i . .� w � .. � � _ ,� PRIMARY FRAME Var'co-Truden. Buildings DESIGN DATA -DATE: 06/26/0 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TEVIE: • 15:19 4 (VP Quote No.: CA97019007-000) PAGE:. 24 of 36 /l In n __ AT.. . . . . . . f 19045, 11 (30'x 30'x 14' BLD ............................. . ................ ................. M. . . ...E......................... .............. . ..... ....... ...... .. 0. a Frame ID S1 ( Auto Design Strength Version 3.2 Date:.6-26-97 Time:14:44' Frame Type: Rigid Frame Machine: U020, Frame Back Front Plane Grid Grid 8-FL1 A C ....... .......... .. . . ...... ................ Frame Width 281-7 Back Gi rt Proj% 01-8 1/2 Back •SidewaLl Ht 141-0 Back' -Sw CoL'Base Elev 01-0 Front Girt Proj 01-8 1/2 Front Sidewa[L Ht 141-0 Front Su Cot Base Elev 0,-0 Total Bldg Width '301-0 Back Roof Pitch 1.00/12 Distance to Ridge(from-Back) 151-0, 4 Front Roof Pitch 1.00/12 Average Bay S'Pace'= 301-0 Back SW Cot: Tapered(Out:FLg Vertical) Beam Botts to Back Col -Top Front SW Cot: Tapered(Out FLg Vertical) Beam Botts to Front Cot Top ..........055 . X ..... .. ............. ................................. ................................................ . Xx, .... .... . ....... ...... . .................................... % 1.0:12 1.0:12' 15-0 5/8 1 5I-0 5/8 C I 30-0 . Frame Cross Section'for-Plahe # FL1, 8)_ PROJECT: 4515 SCOTT CHARLTON BUILDING:,30'x 30'.x 14' -BLDG,. r PRIMARY FRAME Varcb-irude*n Buildings DESIGN DATA DATE: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TIME: 15:19 1111D f"6-. XT... r' A MA I OnA-7 AMN. JVP Order No.: CA9771637-00) rAkYL: L.3 01 JO [19045.11 (30'x 30'x 14' BLDG. .................................. __ ........ - ........... .......... ...... . .... ... ...... .......... . : .................................. X.X... .... .. ....... . ....>>>>»>::>:>::::> %.......... i-.: .......... ..... .......................... . . .. ............................... ...... ....... .. .. X ....... . . . ... .... . . ......... ...................... ............ ... ..... MAW ...... DESCRIPTION: 'Varco7Pruden RIGID FRAMES (Type "RF") are solid -web framing sys�fems consisting -of tapered or uniform rafte,rs rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to,support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary condition; established for RIGID FRAMES assume the lrafter beam is a fully continuous member, sp"anning from building eave to building eaves with exterior cotumns,rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at theirbase connection to the -foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steeL.pLate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically.. will be of material based on the requirements of'ASTM A572, and have a minimum yield strength of 50,000 psi. . . ....... ... ........ .... . ..... ...... .............................. X. . . ............ ......... ......... .. ................ ::::X`:.,%%.:::,:: ........... ................. ........... ........ ..................... ........ ...... .... . .. ... . ........................ ........ . ....... ... ................. MAW: . . . . . . . . ....... ..... ..... ... . . ......... ..... . . . ............ . . . .......... ............................... ...................... .... ................................ ....................... Back SidewaLL Girt Spacings (Base to'.Eave): .1 at 41-0 1 at 3'-5,1/4 1 at 61-6 3/4 Front SideWaLL Girt Spacings (Base to Eave): '1 at 41-0 1 at 31-5 1/4 1 at 61-6,3/4 Rafter Purkn Spacings (Ridge to Back Eave): 1 at 11-6 11/16 1 at 51-0 2 at 41-1 1/4 1 at 01-3 5/16 Rafter PurLin Spacings (Ridge to Front Eave): Cat 11-6 11/16 1 at *51-0 2 at 4.1-1 1/4 1 at 01-3 5/16 Live Load 20.00 PSF CoLLateraL(Gravity): .00 PSF Total Dead Load 3.01 PSF Purlins/Sheeting 2.33. PSF Wind Load 80.00 MPH( 17.32 PSF) Frame Dead Load .68 PSF Co[Laterat(UpLt): .00 PSF Total Dead Load 3.01 PSF Building Code : 94UBC Bldg Use Category 4 Exposure Factor : C Seismic'Zone 3 Enclosure Factor: Enclosed Load Stress Design Case Factor Case Load Combinations 1 1.00 Y 1.00 Dead,Weight + 1.00 Cottat Grav + 1.00 Live 2 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Right 3 1.33 Y 1.00,Dead Weight- + 1.00 Wind 1 Left 4 1.33 N .1.00 Dead Weight '+ 1.00 wind 11 Ridge, 5 1.33 N 1.00 Dead Weight + 1.00 CoLLat Grav + 1.00 Seismic Right 6 1.33 N 1.00 Dead Weight + 1.00 Cottat Grav + 1.00 Seismic Left 4 ............. ................................ .. ... ..................... ... ........... ....... ....... ...................................................... .... .. ... .......... ............... .. ............. ............... .......... .........: ... .. .. ... . .... ...... ............. ...... ............ ..................... ...... . .. . . .'..............- .......................... .. ....... ... .................. MEM FLANGE WEB DEPTHS LENGTH WEIGHT.- FLANGE WEB SPLICE CODES THICKNESS.. SHAPE WIDTH THK THK End1-End2 (FT) (LBS) Fy Fy iti Jt2 REF. 1 5.00 .1875 .1345 7.00 16.00 13.348 142.30 50.0 '50.0 Base PLI: Knee 0 0 3 -Plate 2 5.00 .1345 .1345 20.00 9.00 .14.341 162.53 50.0 50.0 Knee Bolt Plt .O 0 YPLate 3 5.00 .1345 .1345 20.00 9.00 14.341 162.53 50.0 '50.0 Knee Bolt PLt 0 0 3 -Plate 4 5.00 .1875 .1345- 7.00 16.00 13.348 142.30 50.0 50.0 i Base Plt Knee 0 0 3 -Plate Varco-Pruden PRIMARY' FRAME of gi ildings DESIGN DATA . -, . DATE: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TEWE: 15.19 F !VD rh.nin Wr • rA07M nnn7 MAN - ' (VP Order No.: CA977163737- 00) YAkih: Z6 Ot' 30 19045 I 30'x 30'x 14' BLDG. fIN�ITtQ�TS.S�3ikAIf:::::::::::::.:::::::::::::::::::::.::::::::::.:::.:_:::::::::::.::::::::::::.::::::.;:.;:.;:.;:.;:.;:.;:.:.:.;:.:.;:.;::.:::::::::::::::::::::::::::.::.; Mbr Jt X-Suppt Y-Suppt Momnt X-Disp .: Y-Disp Rotatn. No. No. .(O=Pin 1=Fix) (in.) (in.) (rad.) _ r 1' 1 1 '1 0 .0000' .0000 .0000 , 4 1 1 1 0 .0000 .0000 .0000 , ME. Ci.EtSRAI!iGS...........................................:.:..:..::::::.:.:::::::.:::::::::::::::::. ....................................................................................................... Horizontal Clearance SW Columns' 25'-11 (Clear Distance between SW Columns at Knee) Vertical Clearance at Back Haunch 111-9 7/16 Vertical Clearance at.Front Haunch: 11'-9 7/16 Vertical Clearance at Ridge 13'-9 7/16 , Vertical and horizontal clearances are based on geometry only and do not consider frame deflections., If frame.deflection is critical to a clearance, consult Varco-Pruden for a specific recommendation. rkC t tO1�E:.SFi1RY............................:.::::.::::::::::::::::::::.::::::::.::::::..................................:::::::::.: .:::.:::::.:::::::::.::::::::::::::::::::::::::::::::::::::::::::::.............................:..:.:::::::::::: .............................................................................:::.:::.. LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION ' • (kips) (kips)- (in -kips) EXT COL 1 •D +Cg +L 2.22 6.75 .00 AT 00 FT FROM BACK EXT COL 1 D +Cg +L -2.22 6.75 .00 AT 28:00 FT FROM BACK EXT COL 2 D +W1> - -6.64 -6.47 .00 AT .00 FT FROM BACK EXT COL 2 D +W1> -2.81 -1.74 .00 AT' 28.00 FT FROM BACK EXT COL 3 D +<W1 , 2.81 -.1.74 .00 AT .00 FT FROM'BACK EXT COL 3 D +<W1 6.64 -6.47 .00 AT 28.00 TT FROM BACK EXT COL 4 D +WP .90 -4.10 .00 AT .00 FT FROM BACK EXT COL 4 D +WP .90 -4.10 00 AT, 28.00 FT FROM BACK EXT COL 5 D .+Cg +E> - .02 1.00 .00 AT .00.FT FROM BACK EXT COL 5 D +Cg +E> -.80 1.66 .00 AT 28.00 FT FROM BACK EXT COL 6 D +Cg +<E .81 1.71 . .00 AT .00 FT FROM BACK ' EXT COL 6 D +Cg +<E -.03 1.05 .00 AT 28.00 FT FROM BACK :RAS<:; >:.::::..:.....;:::::::::..;.:.:;:.;:.::.;;::.;:.;:.;:.;:.;:;:,:.;:.;:.;:.;.: .....::.;;;::::.;::«: SIDEt. -----BASE PLATE DATA---- --ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH QTY. SIZE PATTERN EXT COL ,.. 8.00 X .3750 X 8.00 (2) 3/4 DIA. A36 - OS -3 EXT COL 8.00 X .3750 X 8.00 ' '(2) 3/4 DIA. A36 ", os -3 , :::::::::::::::::::::.:::::::::::::::::::::::::::::::::::::::::::::::::....................................................... ...::> >': >':>'> > < >> [ ::::':;:::>:>::::'>:>:::>:::'>:::>:::>:<:>:::>::>::::>:»z::> kEEiEtt. SUIki1FiARY ::>::#`•::>::<:::> =::'::«'»::::>::::::>:::>:>:::>:::>::« > [ ':>:>'::>:>:::::>:':::>::>::>:=?`z ::............ MEMBER. STIFFENER DESCRIPTION LOCATION; WEB.DEPTH H/T .A/H A STIFFENER SIZE • SIDES WELDING NUMBER (FT.)' (IN.) RATIO RATIO (IN.) - THKNS x WIDTH L - S 2 •3 - 1 COL./HAUNCH FLG EX .58; 19.731 I 1875 X 2.0000 BOTH' STD. CK-OK.I OLTE]).CONNECTTOi�i.SUi4flttARY...........:....:.............................. ........................................................................................................... .::::::.:................................ MBR JT ------- PLATE DATA ------ ' --------------BOLT DATA -------------- NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE --CONNECTION CAPACITY---' SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE 1 4 2 ( .5000 X •6.0 X 11- 5 0/16 3/4 "'DIA A325 1 NO 2 NO .EXT 387.5 "K 539.0 "K ' 2 3 1 .5000 X 6.0 X 11- 4 1/ 2 3/4 " DIA A325 1 NO 2 NO EXT 387.5 "K 539.0 "K 2 3 2 .3750 X 6.0 X 0'-10 0/16 3/4." DIA A325 1 NO 2 NO EXT - 108:4 "K 141.4:"K G.BRAC�NGL.bCATTON.SUI1tltAiiY .............................. ........:.:::::::::•:::.:::::::.:::.:.:::::::::::....::::::......:..:::::::::::::.:::::::::.:::.:.._:.:.:::::::::::::::::::7::7::::::::::77::: MBR Location 4'-0 7'-5 1/4 1 Fig Brc?-> not regd. FB REOD ' MBR Location 31-8 7/8 7'-10 1/8 121-10 1/8 ` " t I ' ' •• 4 Varco-Pruden Buildings A United Dominion Company PRIMARY FRAME DESIGN DATA DATE: 06/26/97 (Project Name: 4515 SCOTT CHARLTON) TRAE: 15:19 PAGE: 27 of 36 (VP Order No.: CA9771637-00) [19045.11 (30'x 30'x 14' BLDG.) ............... . ......... X.: BRAG U1 lF>€ARY......... .. ..... ... ... ... ......... 2 FLg,Brc?-> FB REGO not reqd FB'REQD ............................ . .... ..... ............ .......... ......................... .......... ...... .... ........ ................................................... . FRA, . ...... .. ... ....... Y .... ACTUAL FORCES ---- ACTUAL STRESSES:--- A L L 0 W A B -L E* '"ISTRESS CONDITIONS LOCATION Mbr Ld Axial Shear -Mmt-i. Mmt-Y IAxial Shear Bnd-x Bnd-yI ---- STRESS or LOAD '-----I Sum % I % No.Case Depth (kips) (kips)(k-in) (kip-in)l(ksi) (ksi) (ksi) (ksi) Axial Shear Bnd-x Bnd-y JAxt+bndl Shear AT' 7.44 FT 1 2 12.7 6.6 3.3 436.8- ..0 1.86 -1.96 31.41 .00.40.00 13.25 35.36 35.36 :888.1,' .148 AT .58 FT 2 2 • 20.0 1.6 -5.9 543.3 .0 .40 2.21 i4.83 .00 46.00 .,5.15 24.77 24.77 I 1.003r] .428 AT .58 FT 3 3 20.0 1.6 5.9 543.3 .0 .40 2.21 24.83 .00 40.00 5.15 24.77 24.77 I 1.003 I .428 AT 7.44 FT 4 3 12.7 6.6 ..-3.3 436.8 .0 1.86 1.96 31.41 .00 40.00 13.25 35.36 35.36 I .888 I .148 Location Depth Area Rx - Ry Lx Ly -1 Ly -2 - KLx KLyl KLy2 Sx Lb -1 Rt -,l Lb -2 Rt -2 Qs. Da Cb1 Cbl. (' -Mn Dist (In).(ln2) (In) (ln) (in) (In) (In) ',/Rx /Ry /Ry (In3) (In) (In) (In) (In) 1 7.44 12.68 3.53 5.16 1.05 141.5 .41.3 52.2 41.1 39.2 49.6 13.91 41.3 1.30 52.2 1.30 .88 1.00 1.22 1.12 2 .58 20.00 4.00 7.40 .84 157.4 16.1 30.4 21.3 19.2 36.3 21.88 16.1 1.13 30.4-1-.13 .62 1.00 1.02 1.17 3 .58 20.00 4.00 7.40 .84 157.4 16.1 30.4 21.3 19.2 36.3 .21.88 16.1 1.13 30.4 1.13 .62 1.001.021.17 -4 7.44 = 12.68 3:53 5.16 1.05 141.5 41.3 52.2 41.1 39.2 49.6 13.91 41.3 1.30 52.2 1.30 .88 1'00 1.22 1.12 . ..... ................ X ... ................. ... ................ .... ............ ............. ... . .......... .. ..... . .......... ............. . ... . . .. .... .... ... .... .......... Col umn 'Horz. Hor . z . Vert. Vert. Moment I Des criDtion In Out Down Uplift (+ Ctr-CLk) Back Si dewaLt COL. 6.6* 2.8- 6.8 6.5* .0 Front SidewaLL COL. 6.6* 2.8* 6.8 6.5* 0 Load Case indicates.Stress'lncrease = 1.33) 7 ....... .................... ....... .......... ......... .................... . .... .......................... . . .. ...... . .. ... ... ............ .. . . ........ ..... . . .......... .......... .......... ......... ........ ........... ......................................... Column <--- Base Plate Data ---> --'Anchor Bolt Data.---> -Description Width Length Numb. Dia. Type Back SidewaLL COL. 819 x 861 (2) 3/4 A36 Front SidewalL COL. 811 x 811 (2) 3/4 A36,' .PRIMARY FRA r Varco-Pruden ME �1 Buildings .'DESIGN DATA DATE: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TEM: 15:19 ' • NP 01—tP Nn rA07l10M711M1 (VP Order No.: CA9771637-00) PAGE: • 28 of 36 , [19045.11 30'x 30'x 14' BLDG. eJSiOq $ ..::::::: Frame ID S2 ( Auto Design Strength Version 3.2 )• -Date: 6-26-97,Time:14:44 Frame Type: End Posts Bk -Bk C Machine: u020 , Frame Back Front w - Plane Grid Grid 8-FL1 A C - ME.Oi�iE liY.............:........ :.:.....::: ::.......................................... :::.;.::;.;:.;:.;;::.;:.;•::::::::::::. ... .........T..I..O:..N...:I.:....�..:...:�...R..:S.::::.::: ....>>.. » :...:i::::...:::;:::::.:> .:::::::::..:::: .. :i::::: «: 4 a 1.0:12 15'-0 5/8 .. 15'-0 5/8 t ' , � T 301-0 ' - Frame Cross Section for Plane•FL1 ( 8) PROJECT: 4515 SCOTT CHARLTON• BUILDING: 30'x 301x 14' BLDG. Varco-Pruden Buildings - A United Dominion Company PRIMARY FRAME DE - SIGN DATA DATE: 06/26/97 (Project Name:.' 4515 SCOT7.CHAPLTON) TIME: 15:19 (VP Quote No.: CA97019007-000) PAr.F-- 29 of 36 kvr ulurl iw.: %-t%Y 1 10.3 1 -VV) 190451l (10'X 10'x 14' BLDG.) ...................... .... . . ............ .............. .............. ... . . .............. X, ...... ........... ::: : ............ . ....................... . . ...... . ........ . ... ........... ........ ............. ............. .......... DESCRIPTION: Varco-Pruden FRAMES are typically solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns, and are designed to support the applied toads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary, conditions established f or'Varco- Pruden FRAMES assume the rafter beam . is a fully continuous member, spanning from building eavelto building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns and Interior Columns, if any, are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: Varco-Pruden FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Struct6raL steel plate, bar, and/or sheet intended for use in Varco-Pruden FRAME welded constructions typically will be of materiel based on the requirements of ASTM A572, -and have a,minimum yield strength of 50,000ypsi. ............ ..... ffi% 1ATERAL'supro. ......... ..... .... .... . ....... . .. .. . ................... .. End Post r Girt Spacings (Base to Rafter): 1 at 4'-0 1 at 31-5 1/4 1 at 51-0 1 at 2'-9 3/4 .. ................ .. ........... ... ................. ...................................... .............................. xx X X .................................................................. .............. % ..................... ........... .................. ............................ ... .... ..... .... ..... ... : . ....... e ......................................... ......................... ...... ............... ..... . . ................... .... ... ..................................... . ............. ..... ................................. ............... .......... ............ * * . ............ ... .......... Live Load 20.00 PSF Colla terat(Gravity): .00 PSF Total Dead Load 2.00 PSF Purlins/Sheeting 2.00 PSF Wind Load 80.00 MPH( 17.32 PSF) Frame Dead Load .00 PSF Collaterat(UpLt): .00 PSF Total Dead Load 2,00 PSF Building Code 94UBC Bldg -Use Category 4,• Exposure Factor C Seismic Zone 3 Enclosure'Factor: Enclosed. Load Stress Design Case Factor Case Load Combinations 1 1.00 Y 1.00 Dead Weight + 1.00 CoLlat Grav + 1.00 Live ,.2 1.33' Y 1.00 Dead Weight + 1.00 Wind 1 Right 3 1.33 Y 11.00 Dead Weight •+ 1.00 Wind I'Left 4 1.33 N 1.00 Dead Weight + 1.00 Wind 11 Ridge, 5 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 6 133 N 1.00 Dead Weight + 1.00 ColLat Grav + 1.00 Seismic Left ........ ........ . ............ ......... .......... ... ............. ....................... ............................ ............... ...... .. . . ::::::::: ......... XX ......... ... . ....... ....... .............................. : .......... ........... X...... . ... ...... MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS, SHAPE WIDTH THK THK Endl End2l (FT) -(LBS) Fy Fy it1jt2 REF. 5 5.00 .0590 .1180 8.50 8.50 15.250 88.02 55.0 55.0 Base Plt Shop Spt 17 0 Back -to -Back -C ....................................... ...... ...... -XXX ............................... .............. ........... ................ ............. ... . . ... . .............. .... * ...... ...... ...... UNDAR.Y.. - . : .................. .. .. . . Im.................** 3. s .................. ..C.O.UMIT, Mbr Jt X-Suppi Y-Suppt,Mo*mnt X-Disp Y-Disp- Rotatn No. No. (0=Pin,1=Fix) (in.) (in.) (rad.) 5 1 1 1 0 .0000 .0000 .0000 5 2 1 0 0 .0000 .0000 .0000 Varco-Pruden Buildings A United Dominion Company PRIMARY FRAME DESIGN DATA DATE:' 06i26i97 (Project Name: 4515 SCOTT CHARLTON) TIlVIE' 1519 ND ll...,ro M.. I' n win i mnnm ' ` - - - MBR Location 4'-0 7'-5 1/4 12'-5 1/4 5 Flg Brc?-> not reqd not reqd not reqd (VP Order No.: CA9771637-00) PAGE: - 30 of 36 1tTA E5fG�..iV>1vit4BERSUMiIiAiti :.Eontro Load.Ease.antl.aLlnxunum..Combmed5tress:. er.A.Cember..:....::::::.:.:.......::: .......:::: [19045,11 30'x 30'x 14' BLDG. f?IiAlkf >ME11FB..... ::>>::><::::::::>::::> :::<:»?>::::>::::>[:>::::>::::>:::::>:<:>::>::>::>::::::>::[:>::::>::::>::::>:::>:<:>s:::>.«:::::::::>::»>::»::.:exSiott ..................................... .... Mbr Joint ISTRESS CONDITIONS Sum Y I 7. lAxt+bndl Shear AT 7.63 FT 5 2 8.5 -.1 .0 -81.2 .0 30.15 5.89 No. No. .l .789 I 001 Location Depth Area Rx Ry Lx Ly -1 Mn_ Dist (In) (In2) (In) (In) (In) (In) Ly -2 KLx KLyl KLy2 Sx (In) /Rx /Ry /Ry (In3) 5 2 Lb -2 Rt -2 Os (In) (In) Oa Cbl Cbl 5 7.63 8.50' 1.70 3.23 1.13 183.0 60.0 56.6 53.0 3.72 135.0 1.00 IRE' -`:.:.. : : > : ' : ":::..>;::::::::::::>::::>::>::>:zt::>::::::::>::>:::::=::::::>::<:::>::=:i:::::::<:<::::::::`»::::::::<::>:::>:::#:>:»:i:>:::z:s:<:::>:'::::::>:::::z:>::::>:::::>:::::>:::::::>`:>:s>::::>:=:::<:::>::::::::::::>:::'>::::><::>:::<:::::>:::::::z'::>:z:>:::::::::::<::«<:>::::::::>::::»::>:z:::::>:>:::<::::<'::::::>:::'::::>::::>::::>::::>::::>::>::::::::<+ AC7 i©��i.Si iiy2MAl2Y...............................................::. :.:::::::::::::::::::.:::::::::.::::::.::::::...........:::::.::::::::::::::::::::::::::::.::::::. >'.> >' > '. > > >'. .:::::.:.:.:::::.::::::::::::::.:::::::::::::.::.::::::::....:::::::: LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION (kips) (kips) (in -kips) .0 .0 = 1.33) END POST 1 D +Cg +L .00 .09 .00 AT 15.00 FT FROM BACK END POST 2 D +W1> 1.78 .09 .00 AT 15.00 FT FROM BACK END POST 3 D +<W1 -1.78 .09 .00 AT ';15.00 FT FROM BACK r END POST 4 D +WP .00 .09 .00 AT' 15.00 FT FROM BACK END POST 5 D r'+Cg +E> .00 09• ..00 AT. 15.00 FT FROM BACK END POST 6 D +Cg +<E .00 .09 .00 AT 15.00 FT -FROM BACK ATE.SCFNIMAR]".. ....... - SIDE -----BASE. - PLATE DATA---- "-ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH OTY SIZE PATTERN END POST 8.00 X .3750 X 10.00 (2) 3/4 DIA. A36 ' Cov;`rEc o MBR JT --- --- PLATE DATA ------ --------------BOLT DATA ---- -------- NO. NO. THK x 'WIDTH x LENGTH BOLT OUTSIDE I INSIDE -----CONNECTION CAPACITY ------ ' SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE MBR Location 4'-0 7'-5 1/4 12'-5 1/4 5 Flg Brc?-> not reqd not reqd not reqd 1tTA E5fG�..iV>1vit4BERSUMiIiAiti :.Eontro Load.Ease.antl.aLlnxunum..Combmed5tress:. er.A.Cember..:....::::::.:.:.......::: .......:::: ........:� --- ACTUAL FORCES LOCATION Mbr Ld Axial Shear Mmt-X No.Case Depth (kips) (ki s)(k in) -- I ACTUAL STRESSES -: I- Mmt-Y (Axial Shear Bnd-x Bnd-yl---- (ki -in) (ksi) (ksi) (ksi) (ksi) - A L L 0 STRESS Axial Shear W A B L E ---- or LOAD -----I Bnd-x Bnd-y ISTRESS CONDITIONS Sum Y I 7. lAxt+bndl Shear AT 7.63 FT 5 2 8.5 -.1 .0 -81.2 .0 30.15 5.89 103.32 33.11 .l .789 I 001 Location Depth Area Rx Ry Lx Ly -1 Mn_ Dist (In) (In2) (In) (In) (In) (In) Ly -2 KLx KLyl KLy2 Sx (In) /Rx /Ry /Ry (In3) Lb -1 Rt -1 (In) (In) Lb -2 Rt -2 Os (In) (In) Oa Cbl Cbl 5 7.63 8.50' 1.70 3.23 1.13 183.0 60.0 56.6 53.0 3.72 135.0 1.00 1 1111:.;:;:.:>: ;:.:;;:, :::<»:.: ;;;.::;:,;:::;.;:;:.:::;:.::: ;::>;:.>`::> » > # > »> fEnf.REACTTONS SUi14i1fARY...................................................:.:::::.::::::::.:::....::..:.:::::::::::::::::::::::::::.::.:::::::::::::::.:::::.:::.:::::::::::.:.:::::..........:............: :`' '.> :: > >> > '. :': > >'.> >'.> >' > '. > > >'. >': > > ` > > > ....+. : > « > . Column Horz. Horz. Vert. Description In Out Down Vert. Moment Uplift (+ Ctr-CLk) End Post No. 1 1.8* 1.8* .1 (* Load Case indicates Stress Increase .0 .0 = 1.33) BASE:. .:;;:.;:;:,>::.::;.:>:':>>'::':><>:':€:>:?:>:>:>>»'>>:'>>'>>>>:<'><<>::::><><>'>[>::>:'>': LATE.Siflf tARY......................................................................................:.:::.:...........................................::::.::::.:.::.::::::::.:.::.::...........::::.:....::.:.:.::::..:::::::::::.:..:::: Column <--- Base Plate Data ---> Description -width Length <--- Anchor Bolt Data ---> Numb. Dia. Type End Post No. 1 8" x 10" (2) 3/4 A36- •1' . `. 1 Varco-Pruden ' PRIMARY FRAME a Buildings -DESIGN D_ ATA '. 'DATE: 06/26/97 A United Dornution Company (Project Name: 4515 SCOTT CHARLTON) TDIE: 15:19 t -1- a ikk '1= PRIMARY -FRAME Varco-Pruden - Buildinp DESIGN DATA DATE:, 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) , TEWE: 15:19 - (VP Quote No.: CA97019007-000) PAGE: 32 of 36 30'-0 ..Frame Cross Section for Plane FL2:.( 9) PROJECT: -4515 SCOTT CHARLTON.' BUILDING.: 30'x 30'x 14' BLDG. . • "•'•"• ••�. "• •• • • •�"' - 1YU43.11 SU -X JU-X 14- riLUU. ' :::::::::::::::::::::::::::::::>:::::::::::::::::::7'•::3:3::3::::::::3::3::3::3i::::::ii::c:3i:::?::<::::::::::::::::::;::::::::::::::::::::::::::: ;.::::::::::::::::.:.........................................................................::::::::::::::::..:::..:::::::,::.::.:: •:::::::::::. Frame ID S3 ( Auto Design Deflection Version 3.2 )' Date: 6-26-97 Time:14:44 Frame Type: Rigid Frame Machine: u02O Frame Back Front Plane Grid Grid j 9-FL2 ' A C 1+Rk".....: Frame Width 28-7 . Back Girt Proj 0'-8 1/2 Back Sidewall.Ht 14'-0 Back Sw Col Base Elev.: 01-0. Front Girt Proj 0'-8 1/2 Front Sidewall Ht 14'-0 _ Front Sw Col Base Elev 0'-0 Total Bldg Width 30'=0. Back Roof Pitch 1.00/12 Distance to Ridge(from Back) : 15'-0 r Front Roof Pitch 1.00/12 Average Bay Space = 15'-0. Back SW Col: Tapered(Out Fig Vertical) Beam Bolts to`Back Col Top Front SW Col: Tapered(Out Flg Vertical) Beam Bolts to Front Col Top, ................................................................................................... xx ........ • A _ a C 1.0:12 15'-0 5/8 15'-0 5/8 30'-0 ..Frame Cross Section for Plane FL2:.( 9) PROJECT: -4515 SCOTT CHARLTON.' BUILDING.: 30'x 30'x 14' BLDG. Varco=Pruden .' PRIMARY -FRAME " v� Buildings DESIGN. DATA • . - nA•1•E: 06/26*/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) TTME: 15:19 YA(ih: 33 of 36 (VP Order No.: CA9771637-00) , [19045,11 30'x 30'x 14' BLDG. :::::::::::::::::::::::::::::.::::::::::::.:::::::::::::::::::::::::::::::::::::::::::::::..::......::::::::..::::::::::: ;i�kl W Ai!iAI YStS: A ND IiES1 • :>;<:::>::>s:<::::::«<::z:::>::» ::::......:::>::>::>::>::>..... s :::::::>::>::»::>::>::::>::>::>::>::>::>::>::; ::>::>::>:<:>::>;::>::::::>::>::»::>:;>:::>::>::::>::>::>::>.:::::.....................::::.::::::::::..................... GN. stiIIt��tR............................................. ....... ............................................................:.........................................................:.::.:::.:::::::.:::. DESCRIPTION: 4 l Varco-Pruden RIGID FRAMES (Type "RF") are solid -web framing systems consisting•of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span,(no interior columns) and is' designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: ' The boundary conditions established for RIGID FRAMES assume the rafter beam is•a fully continuous member, spanning •, from building eave to building eaye, with 'exterior columns rigidly attached (moment -resisting connection).' The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: 4 RIGID FRAMES are designed in accordance with the�AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM,A572, and have•a minimum yield strength of 50,000 psi. iYf rATI(ALSE�PP4R.�'..................................... Back Sidewall Girt Spacings (Base to Eave): " 1 at 4'-0 1 at 31-5 1/4 1 at 6'=6 3/4 Front Sidewall Girt Spacings (Base to Eave)- 1 at 4/-0 1 at 3'-5 1/4 1 at 6/-6 3/4 , Rafter Purlin Spacings (Ridge to Back Eave): ` r 1 at 1.1-6 11/16 1 at 5'-0 2 at 4'-1 1/4 1 at 01-3 5/16 Rafter'Purlin Spacings (Ridge to Front Eave): , 1 at 1/-6 11/16 1 at 5'-0 2 at 4'-1 1/4 1 at 0/-3 5/16 Live Load 20.00 PSF Collateral(Gravity): .00 PSF - Total Dead Load 3.43 PSF" Purlins/Sheeting., :F 2.33 PSF - Wind Load 80.00 MPH( 17.32 PSF) Frame Dead Load 1.10 PSF Collateral(Uplt): .00 PSF Total Dead Load 3.43PSF Building Code : 94UBC Bldg Use Category 4 • , Exposure Factor : C - Seismic_ Zone s 3 Enclosure Factor: Enclosed 'Load Stress Design Case Factor Case Load Combinations 1 1.00, Y, 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Right 3 1.33 Y 1:00 Dead Weight + 1.00 Wind 1 Left 4 1.33 N 1.00 Dead Weight + 1.00 Wind 11 Ridge 5 1.33 N 1.00 Dead Weight +,1.00 Collat Grav+ + 1.00'Seismic Right 6 1.33 N 1.00 Dead Weight + 1.00 Collat Gray. + 1.00 Seismic Left FftAl1 IN MBB . S ZES........................................................................................................................................................................................................................................ MEM FLANGE WEB DEPTHS. LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE WIDTH THK THK Endl End2 (FT) (LBS) F Fy Jt1 Jt2 REF. 1 5.00 .1345 ;.1644 7.00 10.00 13.348 119.17 50.0 .50.0 Base Plt Knee 0 0 • 3 -Plate 2 5.00 .1345 :1345 10.00 9.06 14.341 127.70 50.0 50.0 Knee' Bolt Plt 0 0 3 -Plate 3 5.00 .1345 .1345 10.00 9.00 14.341 127.70 50.0 50.0 Knee Bolt Plt 0 0 3 -Plate, 4 5.00 -.1345 .1644 7.00 10.00 13.348 119.17 50.0 50.0 Base Plt Knee 0 0 3 -Plate Varco-Pruden Buildings A United Dominion Company , PRIMARY FRAME'. DESIGN DATA DATE: 06/26/97' (Project Name: 4515 SCOTT CHARLTON) TANTE: 15:19 (VP Quote No': CA97019007-000) PAGE: 34 of 36 run r% -A-- Hi.. . /• AM't l L'}•r M\ - MBR .LD CASE LOAD_COMBINATION NO HORIZONTAL VERTICAL MOMENT BOLT LOCATION INSIDE -----CONNECTION CAPACITY ------ ' •SIZE °(kips) (kips) (in -kips) ' OUTSIDE INSIDE 1 4 EXT COL 1 D +Cg +L EXT219.8 1.12 4.38 .00 AT .00 FT FROM BACK EXT COL 1 D +Cg +L X 6.0 X 0'-10 0/16 -1.12 4.38 .00 AT 28:00 FT FROM BACK EXT COL 2 D +W1> -3.16 -3.14 * ..00 AT- .00 FT FROM BACK EXT COL 2� D +W1> 1/4 + -1.57 -.78 .00 AT 28.00 FT FROM BACK EXT r COL 3 D +<W1 MBR 1.57 -.78 .00 AT .00 FT FROM BACK - EXT COL 3 D +<W1 3.16 -3.14 .00 AT 28.00 FT FROM BACK EXT._COL 4 D +WP .61 -1.96 00 AT .00 FT FROM BACK EXT COL 4 D +WP -.61 -1.96 .00 AT 28_.00 FT FROM BACK EXT COL 5 D +Cg +E> -.02 .59 .00 AT 00 FT FROM BACK EXT COL 5 D +Cg +E> -.37 .93 .00 AT 28.00 FT FROM BACK EXT COL 6 D '+Cg +<E .37 .95 .00 AT .00 FT FROM BACK EXT COL 6 D +Cg +<E. .02 .62 .00 AT 28.00 FT FROM -BACK AS :.PiATE:Sit11IMARX.. .:... ....::...::....................................... SIDE -----BASE PLATE DATA----' ---ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH OTY SIZE PATTERN EXT COL 8.00 X .3750 X 8.00 :(2) 3/4 DIA. A36. EXT COL 8.00 X .3750 X 8.00 (2) 3/4 DIA. A36 OS -3 sTrx. su�i�€liz�x............. ......................................................................................3 MEMBER. STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A STIFFENER SIZE SIDES WELDING NUMBER (FT.) (IN.) RATIO RATIO (IN.)- THKNS x WIDTH L - S 2 3 1 COL./HAUNCH FLG EX .38 9.731 I .1875 X 2.0000 BOTH STD. CK -OK MBR JT ------- PLATE DATA ------ --------------BOLT DATA ------------- NO NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY ------ ' •SIZE Rous 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE 1 4 2 .5000 X 6.0 X 0'-11 0/16 1',3/4," DIA A325 1 -NO 1 NO EXT219.8 "K 219.8 "K 2 3 1 • '.5000 X '6.0 X 0' -10 1/ 2 3/4 11DIA A325 • . 1 NO 1 NO EXT 219.8 "K ' 219.8 "K 2 3 2 .5000 X 6.0 X 0'-10 0/16 3/4 " DIA A325 1 NO 1 NO EXT 192.7 "K 192.7 "K �E.BTLz+�Ctl�iG:I ::::.:;:.>:.>:.::.::.s:.::.::.::.::.::.::.:;.::.:::.:;.>:.::.»:.>:.>:.>:.>:.»:::.> :OCA f11V'SUitAit............................................................................................. :.::.:....::::.... ;.;;>:::.>:.::.>:.::.::.s::.::.::;:::::;:;:;;:i::ii::i::::::i::i::i::::::::i:::;::;::::::::i::5::i::i;;:;;-:.>:.>:.>:.>:.::.:;>:.>:.::;;;2:::;::;::i::::::::i:Y:ii:::::i::i::i::<::ii 'MBR Location 41-0 7'-5 1/4 1 Flg Brc?-> not•regd FB REOD MBR Location 31-8.7/8 71-10,1/8 12'-10 1/8 PRIMARY FRAME• `-` ' Varco-Pruden ` V-� Buildings DESIGN DATA DATE: 06/26/97' A United Dominion Company +_', (Project Name: '4515 SCOTT CHARLTON) TETE: 15.19 .(VP Quote No.: CA97019007-000) h PAGE: 35 of 36 * `� • (VP Order No.:. CA9771637-00) [19045,11 30'x 30'x 14' BLDG. F7S(4 ...........................................::..�:.::.......:li.......:::::::::::::::.:�:<.:::.::.;:.;:.::.;:.;.::: 2 FL9 Brc?-> FB REOD• not reqd FB REOD it .. ii3) ICBER Sf311 Ak '; > » ................................... s` « . > > >>X.. < .. ............... G ..it(E�FB>✓B<��SAstR'i'Ca(fr'" :''' �axutttmx.Gomi�tned.Stress. n2e:r►%e�r............................................................................. --- ACTUAL FORCES ---- �* ACTUAL STRESSES -- -- A L L 0 W A B L E- --- ISTRESS CONDITIONS LOCATION, Mbr Ld Axial Shear Mmt-X Mmt-Y (Axial Shear Bnd-x Bnd-yl---- STRESS. or LOAD -----I Sum % I N2.Case Depth (kips) (ki s)(k-in) (ki -in) (ksi) (ksi)'(ksi) (ksi) Axial Shear Bnd-x Bnd-y lAxt+bndl Shear AT 12.58 FT 1' 2 '10.0 ' 3.1 .5 274.5 r .0 '1.07 .31 30.26 .00 40.00 24.20 35.47 35.47 I .853 I .013 ' ' AT .38 FT 2 2 10.0 _..5 -3.0 265.0 0 .20 2.25 30.77 -.00 40.00 19.80 30.11 30.11 11.022 I .114 AT .38 FT 3 3 10.0, .5 3.0 265.0 .0 .20. 2.25 30.77 .00 40.00 .19.80 30.11 30.11 11.022 I. :114 • AT 12.58 FT 4 3 10.0 3.1 '-.5. 274.5 10 1.07 .31 30.26 :00 40.00 24.20 35.47 35.47 I .853 I .013 Location Depth Area Rx Ry Lx- Ly-1 Ly-2 •KLx KLyl KLy2 Sx Lb-1 Rt-1 Lb-2 Rt-2 Os Oa 'Cb1 Cbl'. ' -Mn Dist- (Iro (I n2) (In) (In) (In) �'(In) (In). /Rx R /R (In3) (In) (In) (In) (In) 1 12.58 10.00 2.94',3.92 .c98 151.0 61.7 9.1 57.7 63.2 -• 9.4 9.07 ,61.7 1.26_ 9.1 1.24 .89 1.00 1.12 1.02, 2 .38- 10.00 2.65 4.03 1.03 162.5•, 9.1r 35.6 40.3 8.9 34.6 8.61 .9.1 1.28 35.6 1.28 .75 1.00 1102 1.21 3 .38 10.00 2.65 4.03. 1.03 162.5 9.1 35.6 40.3 8.9 34.6 8.61 9.1 1.28'_35.6 1.28• .75 1.00 1.02 1.21, 4 12.58 10.00 2.94 3.92 ,.98 151.0,-61.7 9.1 57.7. 63.2 9.4 9.07 '61.7 1.26 9.1 1.24 .89 1.00 1.12 1.02- I�CI1i1r.12EACiSONS.S{3 th1t1RY.................................... ...... ...................................:::.:.:::::::.::::::...::.::...::::::.::::.::::.:..:::::.::::::.:::.:::::::::::::::::::::::::::::.:::::::::::::::::::::::::: Column Horz. Horz. Vert. Vert. Moment Description In' Out Down Uplift .(+ Ctr-CLk) ' r Back.,SidewaLl-Col.. 3.2* 1.6 `4.4 3.1* ,'.0 Front Sidewall Col. 3.2* 1.6* 4.43.1*.0 -' (* Load Case indicates Stress Increase = 1.33) - .P1.eLTE S[IIvAYIARX......................................................:....:...............::::::::::::::::::::.::::::....:::::.:...:::::::::....:::::::::::::::::::::....:::::....:::::::::::::.::.::....::::::.:::::.::::::.:::::::::....:::::::::::::::::::.. Column <--- Base Plate Data, -> <--- Anchor BoLL,Data' > ., Description ' Width Length Numb. Dia. Type - 3 Back Sidewall Col. 8" x 8" (2) 3/4 A36.' Front SidewaLL Col. 8" x 8" (2) 3/4 A36 4 ' , . PRIMARY FRAME Varco-Pruden Buildings DESIGN ' DATA . DATE: 06/26/97 A United Dominion Company (Project Name: 4515 SCOTT CHARLTON) 'TIME: 15:19 AID n.....n Ai.. • !l A non, nM nnn\ •. =4 REVD J U L 0 31997 10/06/97 MON 11.07 FAX 9163421768 BDM CHICO Uc L. a Ve 11•LL �rL1CY iGJltu 1 CL 710-071�`.GYJ • 1 . 0.002 /1/ / S .. TESTING 30N'n+o muee M. moo. cn Sults 35 95973 CON ULTANM F 1 POLS R 919)991.6635 � 1919) 801-4243 CERTIFICATE OF BOLTING INSPECTION I- DATE: 10/1/47 FILE- CiiFNT: BCM Construction 377 Conners Ct_ Ste. A Chico, CA 95973 PROJECT: Chariton Residence Established Test Torque using the Skidmore-Wlihehn Load Cell Bolt Size Test T ue klbs.) Turn of the Nut 3/4 330 DRSCRTPTION OF WORK STRUCTURAL DETAILS Arrived at job at 0900 hm. The bolts used in the steel shop structure are a" diameter A325 grade, with hardened steel washers beneath hardened Steel nuts_ 3 bolts were taken from excess stock and tightened in the Skidmore -Wilhelm load cell in order to establish an average job test torque for slip -critical connections per Table 4 of the RCSC specification for structural joints in the AISC Manual for Steel Construction_ Each bolt assembly had.brrm installed and tightened by the contractor prior to our arrival. A total of 24 bolts were tested to the applicable test torque using a calibrated dial indicator torque wrench. Based on this procedure, it is our judgmea t all A325 high strength bolts installed in the structure have been tensioned in ac � requirements contained in the AISC Manual for Steel Construction.. D C ' {s M i-3f•o � Insvector Chart IB0# Staff bnginoor OL) I I Ir E.,UUN I I WILDING DEPARTM-MY AoPROVED to � 57 L 710-OJl �"�GYJ w. 7 Z/ ►;, 93 TESTING � s°`a° sDs 03 CA. CON UI.TANTs � ° CERTIFICATE OF BOLTING INSPECTION S, Tr clo py DATE: 10/l/97 FILE: Ci.TFTTr: BCM Construction 377 Conners Ct_ Ste. A Chico. CA 95973 PROJECT: Charlton Realdenee Established Taft Torque using the Siddmore-Wilhehn Load Cell Bolt Size Test Torque f.lbs.) Turn of the Nut 3/4 330 DRSCRTMON OF WORK STRUCTURAL DETAILS Arrived at job at 0900 hra. The bolts used in the stmel shop structure are 30' diameter A325 grade, with hardened steel washers beneath hardened steel nuts_ 3 bolts were taken from excess stock and tightened in the Skidmore -Wilhelm load cell in order to establish art average job test torque for slip -critical connections per Table 4 of the RCSC specification for structural joints in the AISC Manual for Stwel Construction_ Each bolt assembly had been installed and tightened by the contractor prior to our arrival. A total of 24 bolts were tested to the applicable test torque using a calfaated dial indicator torque: wrench. Based on this procedure. it is our jud t all A325 high strength bolts installed in the structure have been tensioned in aeon requiremencontained in the AISC Manual for Steel Construction. _ ts _ Iasveccor XBON u3m, y Staff bngiaoor 1 S 1 �20rn = Z: :K n< >r I - M A rn rn n N • r 3 rn 3 rn F 70 �o 7n Z 3 NEW ADDITION James JosePh $ FOR Jonuary L� x ` a SCOTT & JENNIFER CHARLTON kk357 "E«��EER �➢ —3 CwA' wmo x BURNAP AVENUE CHICO. CAUFORNIA NOTE 1. ALL LOCATIONS AND/OR SIZES OF EXISTING WALLS, WINDOWS, DOORS, OPENINGS INDICATED ON THESE DRAWINGS ARE BASE ON FIELD OBSERVATIONS. GENERAL CONTRACTOR OF RECORD SHALL VERIFY ALL LOCATIONS, CONDITIONS, & DIMENSIONS AT JOB SITE PRIOR TO STARTING ANY CONSTRUCTION AND THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES WITH ANY REMODEL WORK SO INVOLVED. 2. ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY & ALL STRUCTURAL DAMAGE ENCOUNTERED DURING THE REMODEL CONSTRUCTION SO THAT HE MAY DETERMINE THE EXTENT OF DAMAGE AND METHOD OF REPAIR. 3. ALL REMODELED / REPAIRED AREAS SHALL BE IN STRICT CONFORMANCE WITH THE APPLICABLE- PROVISIONS OF THE CURRENT ADOPTED LOCAL, STATE, AND FEDERAL REGULATIONS, CODES, AND STANDARDS. .� I5TING, FLOOR PLAN 32'-2' (E) 4030 WINDOW [:�--fo H wove I � g BEDROOM #1 IK 0 I 0 D 0 LIVING ROOM III I I GIST — — — TI III Y-5' 51-4" I IF -- $ (E$ WILL (E) 3008 G y I U r u'z (E) 5068 - IANG M GX4IL - (E1 Arm7 I o SPACE AGC%9 ❑ ACCESS w � � J 0 ry n �v _ W ) DINING J TOI:T � KITCHEN g ry WBEDROOM 02 4 Jl u i � r (E) &4TH1UB o FR71- t-- w W (E) 4030 WINDOW (E) 362011114POW ,) WAT (FJ 51 (E) 5HEL VF5 - • - A1ER ViF'`'H o! I LQ-z STEP UP LAUNDRY / WORKROOM I I J I STIP UP ❑ e I (E) 6030 WINDOW --12'-Z ' - RE`--- —, 9-7-02 1 SDD NL Tr c y O C N ooc Wlul¢�ii� Ma ,i nn <ma�R' a v c U x v 0 i— J Q z U O _ F Lv W LLZ W LLJ -3 z O U) W M z a It �Kur ESSJpNq 1.-j 4-14-02 moi''• 5HOWN N 19 a be 88410 !°.884FLPN-E SnM CA1.�F 3 b FM• (N) 05 _REMOVE (E) BOARD � BATT SIDING INSTALL (W R-13 BATT INSUL. IN (E) 2xL WALLS $ R-Iq INSUL. IN x DOD SH_ GO T GEMPLASTER W/ AGRYLIG TOP GOAT- MEDIUM TEXTURE. TYPIGAL ALL 51DE5) (N).GOMP. SHINGLES (MATCH (E) STYLE & GOLOR) OVER 15# FELT AT NEW ROOF. SEAL ENTIRE ROOF I,&EATHERTIGHT _.etrl (N) 05 N 3 GOAT GEMPLASTER W/ - AGRYLIG TDP GOAT- MEDIUM TEXTURE. (TYPIGAL ALL 51DE5) FIELD VERIFY AND MATCH EXISTING ROOF SLOPE REPLACE (E) SGALLOPED RAKE FASGIA W/ NEW K.D. ALL -HEART RDWD FASGIA THIS GABLE. .� NEW ELEVATIONS _ D5 (N) D5 (E) 6A5 METER CSI ED (N) D5III 71-1. 0 5 B, 9-7-02 IISCD 5- (N) 4:12 ROOF VENTS 100 SQ.IN. FREE ARFA EA. W/ SCREEN (N) D5 N r v a� - END '0c 0 pp Z tJ HEb: 7.n Z 6� (N) 5" FASCIA GUTTER a DONT. ALL EAVES. .. (TYPI( AL) WHITE FIELD FS FORM. U. (N) 125 04 3 GOAT GEMPLASTER W/ AGRYLIG 4-14-02 h ' GOAT- MEDIUM TEXTURE. PIGAL ALL 51DE5) 7�m 88410 d m co c a �o r_ G Wit 6 0 < , �� M Sneele U - o U Z O J .. Q Z (F.) COMP. SHINGLES Z U O x o UJI tL Z w VJ YMETEQ Z 200A 14) Ad RMAIN PANEL F O U V W wZ i KD. ALL HEART REDWOOD Ix4 SURFAGE APPLIED TRIM AROUND cc ALL DOORS $ WINDOWS m 04 3 GOAT GEMPLASTER W/ AGRYLIG 4-14-02 h ' GOAT- MEDIUM TEXTURE. PIGAL ALL 51DE5) 7�m 88410 d m co c a �o r_ G Wit 6 0 < , �� M Sneele (, a / / 1a, d -s REmstWS I67 5-7-0} j5CD �t T� duo■ o0c o "7 V 5 d U z O Q U z F'«w QRZ - W W z F- 0 W w - m N w�. 4-14-02 sem. SHOWN III x s..n. PLU DING FIXTURES: 1. SHOWER: SWANSTONE 36"x42" SINGLE THRESHOLD, 72" HIGH WALL PANELS (2 SIDES), TWO SS -7211 CORNER SOAP DISHES. MOEN FAUCET. (WHITE) 2. TUB: ENAMELEED CAST . IRON 60" TUB, SWANSTONE SS -60-5 WALL PANEL KIT, GLASS TUB/SHOWER DOORS, MOEN FAUCET. (WHITE) 3. WATER CLOSET: KOHLER K-3422 WELLWORTH, K -4652—A SEAT & COVER, K-7637 ANGLE SUPPLY W1 STOP. (WHITE) w. 4. LAVATORY: KOHLER K-2905-1, MOEN FAUCET. (WHITE) 5. KITCHEN SINK: KOHLER BALLAD HIGH/LOW 33"x22" K-3256 STAINLESS .STEEL, MOEN FAUCET. I ��pt t�Slp�yq . cc'—.V23)I79 z . 'REVS-ONS By 41'-2" ; = e-7-07 SCC 32'-2' t . . , INvIGATES (N) caNc. rig. -�• • �• ' ' - .. - . , . . . PROVIDE 51MP50N L5THDBRJ - r' HOLDOWN 5TRAP AT EA. GORNER, EA. ; INDIGATE5 (E) GONG. FTG. 510E ADJACENT TO EA; OPENING AND > ADJACENT TO (E) FTG. — -- --- _— —----------———————— — — — — — — an� jai — — _ — _. _ — — — — — — r — — --- — — — — — — — — — —.— — E v c N J K C5 Lu I I _ i - aW�R- - 24x16 GRAK- THRll fill 'Z ry FEMNABLE SGaE N COYTR (E) 4x6 GIRDERS ®4'-6" O.G. ON 4x4 P05T5 AND PIER5 W/ I I 2x6 T16 511111-LOORIN6 I —'j y'� EX15TIN6 BUILDING X ' Z LU CRI GUT nu 24x16 GRfJM-nm 0 Fm o� °S— �! o yL z 1, I I % I I w w — -- -- --''-� �y�,1 ------ ----- — --- -- -- , O —57EP-W (T) TJI/25DF g.5 @ 24" O.G. W/ V R BRIDGING MID'5PAN 4 L5L 125 r Wig e' V} x g.5'GONT. RIM J015T 6'-O" 2 . ,AJA NOTE: EX15TING Cjkf �r m, 5UBFLOORIN6 1 I/B" TBG 2-4-1 PLYWOOD PROVIDE bx12 W/ I/4" WIRE ME5H 5GRE.ENED BUILDING BvjL l D • GLUED W/ APA 5PEG. AFG-01 & NAILED FDN. VENTS. NEAR EACH CORNER 8 AT 10'-0° W/ IOd ® 6" O.G, B.NJE.N. @ 10" D.G.-F.N. MAX. O.G.•WITHIN NEW EXT, WALLS m - 'MATGH EXI5TING 5UBFLOOR FIN15H RptE�S10N ' ELEVATION (1981 UBG 5EC. 2�.1) N ... �. q I JA ql (F) 5LAB ON GRADE 5LAB ON GRADE REFER TO 5EGTION 12" BELOW E.F. 12" BELOW F.F. (E) HELD �' ON SFEET B FOR o.�. a-la-oz .-3/-OS m . srow SHOWN NO 79 ap FOOTING 51ZE; REINF., AND A.B.'S ,� &5410 s m. 854FDN . i /V"- Ql 15-0' 1FOIJ ATION / FLOOR FRAMINCG P LAN Nib BENSJONS Bi - 41'-2" v-7-07 SCO TRIM RAFTER I5'-0' 32'-2' _ (E) Ixb SHIP LAP r TAILS TO 2x4 M 2xg RIDGE d HIP W/ 2x6 RAFTERS ® 24' vL. INDIC ATF- AREA rE) �� 2x4 W/ Ixb SHEATHING IS# FELT $ DECKING SIZE TO MATCH ROOF FRAMING THIS AdiFA OF CALIFORNIA DUMP 5HIN61 175 PORCH. EXISTING. ALL RAFTERS SPANNING MORE FRAMING (TYPICAL) T.4N_11_T0-13€-5EL..51R_D;.f ' " ' --_ (A ' , A - '1 CC v C N 7 OOC- {KX E IROM TOP 0 I ` i { �, ;t� \✓ I I rw 4 BRAG d Q PAL PLA UP TO 2xb RID \`��> ✓ A. 51VE OF RI / F DONM TO TOP �� � � �•' I 4' RAFTazR P x` H 41 4HOZE FAN d? •, \ , Vic' p z -Mi TO Td;' �,— — PL. ovm HIP — Wry ut> A> ATM 09 UJ I. x 'x II Q z g> LLJ h \ II Z h IN VIA --- — L Jill ` `(w GOMP75HIN61:5-OVER I I .V) I ?M 15# FELT (MATCH (E) STYLE ( t & GOLOR). SEAL ENTIRE ROOF VEATHERTIGHT.{ (E) G VE D PA 10 I I — y Iq/32 COX PLYND. SHEATHING W/ I I I - ? 12" D.G. .IDd ® 6",O.G. B.NJE.N. 8 FI I I I I I I I I I ' m (BLOCK EDGES) ix6 5HT'G ® EAVES TO MATCH EXISTING. { ' I. 1ANG4 cb (N) Ixb FASCIA ALL HEART K.D. I — �{ - I i " 4-14-02 RDWD. — — ——=----- — (ALL SIDES - NO SPLICE WITHIN — — s — — — — — — — Sro.sr+owN � <2-3/- rn a�xD N C 79 z 12' OF ANY HIP, SPLIGE ON -- eealo RAFTER TAIL ONLY -MITERED) 14, ae4RooF s Q 15'-0' •� ROOF FRAMING PLAN 0 4' PROVIDE CALIFORNIA FRAMINI6 OVER 0 ROOF AREA - Lx8 5L . FER IMI>FR IAM RWTER EXISTM ROOF REMN TRIM 0 RAFTER TAILS FOR NEiV AMT10N (1112x4 0 16' OL. ,T - (E) 2X6 T. 4 6. FLOORING 4xb 61RDEiR II FTG. NL. PERIMETER (E1 POST, PIER BLDGK, t FT6 @11 1 3/4'x q 04' MOLMAMZED 'P5L' LEDGER. W/ 5- x10 x 3 1/2'0150K 5CA045 PER FOOT 5TAGGERIED NTO (E) EI K& / 51RDEiR / KA251LL 1-M CEMIED R-30 INSULATION TtRDl&M ATTIC SPALE (N 4 0 M I2' 6TP5UM BDARD NSE TYPE 761' WITHIN TOILET ROOMS) SUBFLOORINS I I/8' T46 2.4-1 PLYWOOD GRED W/ ARA SPED. AF6-01 4 HAILED W IOd 0 6' OL. BKIEK 4 IO° OL. FX (MATCH EX15nN6 51,01DOR FINISH ELEVATION 7 00 CONT'. 5HN6LE5 (MATCH V (1y1 DHL 7x4 LONE. 5TRON16BACK STYLE 4 COLOR) OVER 54 . TYPICAL o ROOF 4 GULI FELT. SEAL ENTIRE ROOF (NI 19/32' CDX PLYMOOD 5H-PATHN6 PfATHERn6NF... NAILED W/ IOD 0 VOL. BNJEA 4 12' 12 MATCH fE1510M 4 TO MATCH Ex15n*. tw 2xb RAFTERS 0 24'orW (NU CONT. BL K&. MV 2x8 RIME I HIP BEAMS " SGREEI&v VENT HOLES AUER TO ROOF FiRMN6 PLAN EVERY FaRTH BILK. . SWIFT T FOR HEW ROOF AREN ALL RAIM]RS SPW#% MORE THAN II' TO BE SEISM Of. DF 13 MATCH ELEV. OF (EJ TOP 1-M CEMIED R-30 INSULATION TtRDl&M ATTIC SPALE (N 4 0 M I2' 6TP5UM BDARD NSE TYPE 761' WITHIN TOILET ROOMS) SUBFLOORINS I I/8' T46 2.4-1 PLYWOOD GRED W/ ARA SPED. AF6-01 4 HAILED W IOd 0 6' OL. BKIEK 4 IO° OL. FX (MATCH EX15nN6 51,01DOR FINISH ELEVATION 7 (1y1 DHL 7x4 LONE. 5TRON16BACK TYPICAL o ROOF 4 GULI (NI 19/32' CDX PLYMOOD 5H-PATHN6 NAILED W/ IOD 0 VOL. BNJEA 4 12' OL. FX PROVIDE Ixb 5WATH * AT O E14" TO MATCH Ex15n*. (NU CONT. BL K&. MV " SGREEI&v VENT HOLES EVERY FaRTH BILK. . TRIM RATER TAILS TO 2x4 SIZE TO MATCH EXIST]*. MATCH ELEV. OF (EJ TOP PLAT ly M1 5 12' ROLL FORIlED MAfITE MCA GUTTER. m Z6 CEILN6 J015T5 0 per, ENTIRE EIALDNG. 16' OL. EXERT N TOILET MATCH EX1571N6 (N bob ALL HEART KD. ROOM PROVIDE, JOISTS 0 REDWOOD FA9GUA BOARD. 12' OL. n �� �1J LDINS. PART r PRIOR OIP6TALLI o,P 5GD 5 1/4° x 9 114' 2DE P5L WADER OVER(N OPE1N65 xo 88410 OR MLT41P WADER 3-2&3 4 3/4' PLYWOOD rn. 5545EG I FILLER. (MATCH 0 HEADER HT) M 2xb 0 Ib' OL. W/ R -M IN5UL. (Nj 142' GDx PLYM = 5HEAnflW, HALED MV BD 0 6' OL. B.NJEA t 10' OL. FX A04OVE ALL (E) EXTERIOR BOARD AND : BATT SIDING WALL FNISH t IWiTALL 1111 R-13 WAL-IN 0 2x4 WALLS t R-I'i IWA L IN (N Z&) SEAL ALL EXTERIOR WALLS WEATH61i16HT. (W 3 COAT GEMENT PLASTER FINISH MV ACRYLIC PLA5TF R FINISH COAT. MEDIUM FINISH. TYPICAL R 19 NSN1L (i1► 2x6 SILL PLATE MV 2 Abd 0 32' OL. INTO TOP CHORD I I- 16d o 12° RIM OL. INTO .0157. (N L.5L IZ x 48:GONi ; RIM 0157 . " (1!) 2X6 P.T. 51LL IiA p -M TJV25DF 95 0 24' OjG, MV (N(1 CONC. FM W/ 45 CONT. TIB BRIMM5 MID SPAN E PROVIDE $5 x 12' 5MO" DOMIS EPDXY SET 4 B43EDW SHP50N 'ITT' HA N5ER z 5' INFO lPi fT&. A7 (N REINF. LOG) (FT&. %TALL EXTEND INTO NATIVE IMDI5TUR8137 MATERIAL) 1/2k0' A.B. O 32' OL. 4 PROVIDE 6x12 MV 1/4'.VIRE ME5H 5G93#D VENTS NEAR EAGH 'i\//\\//\ 02Qx3/I6 STEEL WASHERS. COR a R t AT IO' -0' MAX. Of,. (I"I UHC 5EL. 2306.v b 12' b' I 1112' BUuLDir& SECTION PC.—v-S Br 9-1-07 SCO i N i om.4-14-02 y ,� sir SHOWN � j / o,P 5GD W xo 88410 rn. 5545EG I SnM V M Fnt. � i_ CJ3 m REGISTER NEW ADDI110N Jos ph 5 rn o a O �c:e�tnvi �T S�cOTT 8c JENNIFER CHARLTON mr J�nU� Y ARCMI TELT $ z N ,�gg''T 3027 ®URNAP CHICO. CAUFORNIA ,dl.J CM�SQ.. - 13 �"`° ` 519 3 Y9�J86 REGISTER COMMERCIAL SEISMIC ANCHORAGE KIT WATER HEATER 1/4'x3' sCRm MATH %WASHER INTO WOOD 1-1 /2'x16' GAUGE MEYAL STRAP (MIN) � FLEXIBLE GAS PIPE CONNECTION � Y�lhTER H�� GING 11tYL TABLL 23—II—B-1 from 1997 UlfG CONNECTION NAILING ' 1. Joist to sill or girder, toenail 3-8d 2. Bridging to Joist, toenail each end 2-8d 3. 1'x6' subfloor or less to each Joist. face nail 2-8d 4. Wider than 1"x6" subfloor to each jolst. face null 3-8d 5. 2' subfloor to joist or girder. blind and face nail 2-16d S. Sole plate to joist or blocking, typical face nal 16d at 16 oc. Sole plate to iDist or blockino. at braced panels 3-16d er 16" oc. Top plate to stud end nail 2-16d toenall or B. Stud to sole plate 2-16d, end null 9. Double studs, face nail 16d of 24 oc. 10, Doubled top plotes, typical face nol 16d at 16 oc. o s lice Double to lates, lop B -16d 11. Blocking between joists or rafters to top plate, toenail 3—Bd 12. Rim joist to top plate, toenail ed of 6 oc. . 13. Top plateru lope and intersections, face nail 2—i5d 14. Continuous header, two pieces 16d at 16 oc. along each edge 15. Calling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Coiling joists. lops over partitions. face nail 3-16d 1B. Coiling lets to parallel rafters, face nol 3-16d 19. Rafter to plate, toenail 3-8d 20. 1' brace to each stud and plate. toce nal 2-8d ' 21. 1'x8" sheathing or lase to each bearing, face nail 2-8d 22. Wider than 1"xll" sheathing to each bearing, face noll 3-8d 23. Built up comer studs 16d of 2'4o c. 24. Built up girder and beams 20d at 32 oc. at top and bottom and Staggered 2-20d at ends and each splice 25. 2' planks 16d at each bearing 26. Wood structural panels and particleboard': Subfloor and wall sheathing (to framing): 1/2" and less ad 4 s 19/32' — 3/4" ad or 6d3 7/B. — 1" ad 1 1/8' — 1 1/4- t Od or 82 Combination subfloor—underloyment (to framing): s 3/4" and less ad 7/B — 1" ad 1 1/8" — 1 1/4" 10d or 152 27. Panel siding (to framing): 1/2" and less ° Bds 19/32" — 3/4" 28. Fiberboard sheathing: 1/2 No. 11 go. 6d No. 16 ga 25/32" e No. 11 9 - adp No. 16 go. 29. Interior poneling:1D 1 /4' 3/B" . 6d++ +Common or box nails may be used except winter otherwise stated. 2Nails Spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 Inches at all supports where spans are 48 inches or more. For nailingof wood structural panels and particleboard diaphragms and shear walls, refer, toections 2315.3.3 and 2315.4. Nails for wull sheathing may be common, box or casing. 3Common or deformed shank. 4Common °Deformed shank. °Corrosion— resistant siding or casing nails conforming to the requirements of Section 23D4.3. Fasteners spaced 3 inches on center at exterior edges and 6 Inches on center at Intermediate supports. Corrosion— resistant roofing n IIs with 7 16—Inch—dl meter head and 1 1/2—Inch length for 1/2—inch sheathing and 1g 3%4—inch length for 25/32—Inch sheathing conforming to the requirements of Section 2304.3. °Corrosion—resistant staples wjth nominal 7/16—inch crown and 1 1/8—Inch length for 1/2—inch sheathing and 1 1/2—inch length for 25/32 sheathing conforming to the requirements-of,Sectlonx23D4,3—„,q�,,, _ +o Panel supports at 16 In hes (20 inches If strength axis in the long direction of the panel, unless otherwise marked. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 11 Pones supports at 24 inches. Casing or finish nails spaced 6 inches an panel edges, 12 inches at Intermediate supports. REMSONS s+ 8-7-0Z SCD Z 0 Of U :7 Z M r - Do. 4-14-02 SKr 51401,'N o,-5GD e” 58410 rN. 554DTL I N.wl 10 m mm. kjr ESS/Oike �S I. JA/y z /_AM79 rn z VERIFY LOCATION OF NEW HVAC UNIT WITH HVAC CONTRACTOR Fr------ ------ —-- - o iT� I nr Go 1 0 /+42 +4A i GH til — W o I � —,� llool l TM FAN do UGHT i t I • � L—---- wp wpl GF! Gn i ONLY NEW RECEPTACLES ARE SHOWN ON THIS PLAN .� EL�GTRIGAL PLAN _ M4 Gn (E) RECEPTACLES NOT SHOWN (E) LIGHTING UNCHANGED IN THIS ROOM RECEPTACLES NOT SHOWN (E) LIGHTING UNCHANGED IN THIS U! ROOM a - ----- I +4 +12 Fg cFl �\ L.1 �1 �2 = 1 GF1 I��\ FLi� RELOCATE ) ATTI ® i LL—; (E\ LIGHt1A1GJ1 LIGHT TO ATTIC C � UNCHIN THIS ACCESS LOC. W/ L5 E � IS SWITCH 2 jr ROOM r 4 A(LJ LA (E) LIGHTING I DW UNCHANGED f — L IN E ROOM IS RECEPTACLES + 2 NOT SHOWN REF�21G �E) -- Twp GFI O (E) LIGHTING UNCHANGED A, ® PATIO Fel RECEPTACLES NOT SHOWN FM El (N) 100A, 10 SUB PANEL (E) LIGHTING UNCHANGED IN THIS ROOM I* 0 (E) LIGHTING UNCHANGED 0 PORCH (E) RECEPTACLES NOT SHOWN O(E) NEL (N) 200A, 10 GFII ELEC. METER & MAIN PANEL �1 d r�i1,u 0 REHSi0N5 61 9—�—OZ SCD E0D� N0 °o "Hui ui V 2� RW N� Q �u� -8 z 6 fJ V S , V o F— Q U Z OMooF LL, 0 LL- <�Z 3i: W W ? Z od F— O U U) w 6 �d Z m m N om. 4-14-02 sKr SHOWN D— 5CO be 88410 rn. 884ELEC sa.a 11 �RpFESSIpNgI 1. 1gNG9 �2 c C 37 z Vii MEGHANIGAL PLAN 1 RE�15i01�5 Bi' , 4 -7 -OZ SCD - L C� ENS °o 9 � UWaP�Q 6�`xn sE V • S V Z O J U Z O F :. W o �. U Z w W Z H F- O U w i� Z a m - N ' 4-W02 �r ESSl�Nq! H WN �5 i JANG9 <� I -OD be 88410 CP ,_ rm u. 884MEGH S M 0 3 g m 12 VEL �� CAL�FO lon't l\ � // SITE PLAN (E) 5; -IOP GENERAL NOTES L LONTRAGTOR AGREES THAT HE SHALL ASSUME SOLE AID COMPLETE RESPONSIBILITY FOR JOB SITE COHbinON5 PANG THE COUIZ5E OF THE 6045TRI,GTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AAD PROPEZTY; THAT THIS RECUM3,aT SHALL APPLY CONTINXJU5LY AND NOT LIMITED To NoTirM1 WORKIYS H7URS AND THAT THE CONTRACTOR SHA` DEFERR ITIVEWFY AND HOLD THE O"IER AAD JAME5 J05EPH LANIARY HARMLESS FROM ANY AAD ALL LIABILITY, REAL OR ALIrSfy, M COM EcTTON PITH THE PEazFORMANGE OF YYhZK ON THI5 PRD,ELT; EXCEPTING, FOR LIAR CITY ARSiWS FROM'Re SOLE NF5L16 TGE OF TIE OVdg R OR .LAMES JOSEPH WVARY. 2. CO\T.RALTOR FURnfER A6RFE5 THUAT'HE SHALL NOT DEVIATE FROM THESE DRAWI65, DETAILS AND 5PEGIT ,AnONS NARY MANNER WITHOUT FIR5T OBTAINN6 VQTI EN APPROVAL FROM JAM1L5 J058,14 JANUARY. 5. CLARIFICATIONS AS TO MEANING CR INatT OF DRAWI65, DETAILS OR SPEGIFICAnOHS 9-tti_ BE DIRECTED To JAMES J77EPH JANUARY FOR DIRECTION PRJ R TO PROCEDIN5 PETH THE NORK AF` ECTE D. 4. THE CONTRACTOR SHALL VERIFY ALL DIMEN510N5 AND CONDITIONS AT rr JOB SITE PRIOR To 5TARTIN6 CONSTRUCTION AND TIE ARCNTECT/ENGINE-R SHALL BE NOTIFIED OF AhY D15CREPANCIS OR INCONSISTENCIES WITH ANY N= 50 INVOLVED. 5. BALDING ST1arn)R EE SHALL BE DESIGNED TO RE515T THE FOL_OKZ. WID LOAD J1BL. EXPOSURE 'C', NO SPED BO FPH ( 6 P.S.F. MINR9AM ) SEISMIC LOAD ._UBL. ZONE 9 ROOF LIVE LOAD _10 P5F. REDi,L' IBLE PER IINFORM BUILDR6 CODE. ROOF DEAD LOAD ArTUAL MLDINS, N5'JLATIOI, I H.VAL. SYSTEM 6. PRO -ECT WA5 DESI6NED UNOM THE FOLLDNW2 CODES, UNIFORM BUILDING CODE 1491 EDITION UNIFORM K-E-hMIGAL CODE 1911 EDIT UNIFORM PIJR®IN 5 CODE 1991 EDITION NEC wh EDITION I. ALL ASM SPECIFICATIONS NOTES ON THE5E DRAnmryi 5HALI- BE OF THE LATEST REVISION. 8. ALL CONSTRUCTION AND METHODS SHALL BE IN 5TRICT COTFORNANLE KBIT of APPLICABLE PROVISIONS OF TIE CURRHIT ADOPTED UNIFORM CODES. 9. IN THE- EVBIT CERTAIN FEATURE OF THE CONSTRUCTION ARE NOT FULLY SROM ON THE ORAWR65 OR CALLED FOR IN THE NOTES OR 5PEDIFICATONS, THAN THEIR CONSTRUCTION SHALL BEE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS NAT ARE SHOM OR CALLED FOR ASD SHALT- BE APPROVED BY THE ARCHITECT/EN6I EZ O. ALL E-ECTPJCAL, PLUNBII5, HFATINS, COOLIES, VBdnLAnoN{ AND 517E Imo, LAYOUTS AND DE -3&G ARE BY OTHERS, UNLESS OTHERWISE NOTED OR INDICATED ON DRAWI% . 11. THE CONTRACTOR SHALL PDT SCALE THESE DRAWIGS. LL T'rE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND COORDINATE ALL R W RED PBdETRATION6 AT THE FOUNDATION, FLOOR WALL OR ROOF CONSTRUCTION. B. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL BRACLN6, 5H2RIW AND TE-pORARY SUPPORTS AS REWIRE -p - TO RESIST CONSTRUCTION LOADS LNiIL COMPLETION OF THE VERTICAL AND LATERAL LOAD 5Y51EM5. 14 NO PERSON SHALL BE REZI2ED TO DESCEND INTO ANY TREW.IE5 OR EXCAVAnoN5 5 FEET OR MORE IN DEp M KTHOUT FIRST OBTAINING ALL THE RE7JITED PEZ11T5 FROM THE PROPER AGENCJES. FOUNDA110N: I. FOR SOIL INVE5TYSATION REFER TO .IDB DATED AJSIf T 6, 1997 BY APPLIED TSnN6 CONSULTAIIT5. ALL SOILS PREPARATION SHALL BE IN 5TRICT ACCORDANCE WITH THIS SOILS RNESTI6ATION AND REDoh44BDATI0H6 FOR THE FOUNDATION DmrwD. 2. ASSUMED ALLOKABLE SOIL BEARIhS PREfS1RE = 1200 P.S.F. ( DEAD LOAD + LIVE LOAD ) 3. ALL FOOTIW6 SHALL EXT81D INTO A FRA( UNDISTURBED NATIVE SOIL, OR ONE FOOT MINIK#1 BELOW EX15TIW 6RADE, OR AS DIRECTED BY ENSINEER, WHICNfcVER 15 LOh5T. EN21WBZED FILL MAY BE USED A$ EX15T46 6RADE PROVIDED TESTS ARE FR TENTED TO TIE EN NEER OF A 45% RELATIVE COMPACTION TO MODIFIED AA.5HD. 4. ND FORI+M SHALL BE CONSTRUCTED, NO RElWDRf % STEEL PLACED AND No CONCRETE DB705TW UNTIL EXCAVATION HAS MB INSPECTED MTD APPROVED BY THE B ILDINCS OFfIGAL 5. CONCRETE FORMWORK SHALL CONFORM TO THE REQIIREN5IT5 OF THE LATEST EDITION OF ACI PUBUCAnOH 341, 301, AND 318. 330'1 BAGKFILL AND ABANDON 1000 6AL 5EPTIG TANK PER HEALTH DEPT. REQUIREMENTS. ---------------' G PROVIDE AND IN5TALL N 1200 6AL 5EPTIG TANK PER HEALTH DEPT. REQUIREMENT5. GONNEGTED TO (E) APPROVED LEACH FIELD' A r, , VALVES AND LINES 330'f ' him i 1. ,4Tc 5iuw: 2 OONTRACTOR TO VERIFY ALL LXAT10 A OOImIr WA 11711H� AT JOB 5TTE PRIOR TO STARTRRS ANY CO06TZCTON AND THE ARGHtELT / EiSIIESi SNtALL BE N1DITPTE ' OF AMf D5f�AW IE5 OR RY,Of615TEGLrS NUTH ANY Yt7RK 5G 6`1dGLVED. 3. EN5I�R OF A=RD SHALL BE ?« ;=':.:7 OF ALL ! T;MT6RAL DAMW Dro:NT-aM DURA- T -L' -apVOEL CO167"TION 50 THA4T W Mf DETE304!E THE EXMT Ow D>?A aE APO YEr= OF RE+MR 41.17'i 4151 1 30' r♦ r -r A r- r� I rI rz REINFORG@I6 STEEL• I. REINFORL% 5TEa 5HUa1 0MFORM TO T>E < :' `EH 5 OF "ASTM A -6L5 GRADE 60 EXCEPT AS NOT: -D.. 2 CLEAR COVERArs =` r (� oycR ��, " -:R!CILYS D.AR5 STALL BE AS FOLLOP6 !ML SO OTH Mr2E NOTED: E A. COWA;!E POL>rLT' .R:, -r " STH\ 3 IH;H ES GUAR B. FORMED LO,kr,Z'T fir`'•.. ;R YEA IR INCHE5,C; EAR f 2 MGfES CLEAR FOR 116 OR LARGER). ' 3. ALL REINFORLAS BAR BENDS S+A IADE COLD. 4. REINFClP-r14G BARS NOTED OR 5rL'5 _ CONTILOUS 5HAL L RUN 14 AS L.DWi OF A LEWSTH A515 PRALIILAB_' __ LAP REW-ORCU6 BARS A MNMM OF 40 DIA. AT SPLICES. I WOOD: I. NAILING REW REMEi,T5, UNLESS OTrERMSE INDICATED ON THE DRAM1,65 FOR THIS ,TOB, SHALL 3E TIE NUMBER. AND SIZE OF NAILS COW --TINS WOOD I'lEMBER5 THAT 6 SET FORTH IN THE UNIFORM BUILOI6 CODE, CHAPTER 23, TABLE NO- 23-1-0. PRE WILL HOLEi NAIL DWETEK IF N(iff� TO PRPVENT SPLITnIS. 2 ALL DOLTS GED IN woo CONSTRICTION 54N -1 BE A5TM A 301 AND PLATE WA5HER5 54ALL 6E USED K -ERE THE BOLT HEAD OR NUT F17JLD oT.ERM5E BE.A=' A6AIH5T THE MOD. 3. ALL MOO FiRAMI6 SHA 1 13E DOXILA5 r` ` m. 2 OR BE I I FR= OF HEART CENTER UNLESS OTHH13Ui15E NOTED ON DRAM W- i. 4. ALL PLYWOov SHALL BE Is CG ?r. ZIOR 6LUti 5Pdlb 6RAP 2. UNLESS OTH5W05E NOTED ON DRAwn65. 5. ALL PLYNOOD ROOF SH EATNUG SHALL BE GRAD= CDX ( PANEL INDEX 32/16) MATH EXTERIOR GL4 5PFLE5 GRDUP 2. U &E56 OTHERMSE NOTED ON D"N55. I 6. DE5115N CODES AND SPECIFICATIONS I A UNIFORM BALDING CODE 1991 EDITION ' B. NATIONAL DE5I6N 5PECIFLrAT10N FOR 5TRE55 GRADE L UIOSER. AHD ITS FA5TE'NN 5 MFPN C. AMERICAN IN51TNfE.OF TIMBER LONA TRUCTION STANDARDS EOR THE DE56N OF 5TIWTURAL TIMBER FRAMR6 I . . 7. CONSTRUCTION NOT SPEGFCXLY NOTED OR DETAILED SHALL C6W DV TO U.BC. SECTION 232b,'CONVENTIONAL GONiSTRZTION PROVISIONS".. B. LA6 SCREN6 _ SGREYI INTO HOLES 5A?lE DVJlE-j R A5 ROOT ;HfREAD.�EH9 ARSE SHANK TO DIAMETER FOR L 56TH OF SHANK 4. BOLTS _ DRILL HOLES V16" OVERSIZED. TH IZEAD5 SHALL NOT BEAR ON MOOD. 10, METAL FRAMING DEVICES SHALL BE AS HMNIFALTURFD BY 5";SON COMPANY; SAN LEANDRO, CALIFORNIA; UNIVERSAL AW. IORS.COMPANY, 5M FRANCISCO, CALIFORNIA; OR AN APPROVED EMWABIT. PROVIDE THE FOLIOMIN5 HARDWARE. TYPICAL, UDM. P40F FRAY. Wi ITBT ARE DE5CRIBED BY 'ROOF FRAMING PLAN NOTE' ABOVE, A POST CAPS _..... -.LL' TYPE I B. P05T BASS...____.LB TYPE C. 2X J015T5_...0 TYPE (PROVIDE 5K9'ffD, 9-CPED, AND/OR OFFSET CoNSTC>t,RATIONS A5 RBXIRED) II. ALL TIMB-R CONNEGTOR5 AND NAILS SHALL BE GALVANIZED Ha U5EDiN AN APPLICATION SAJELT To EXPOSURE To EXTERIOR aBlWT'S OR OTHERNSE TREATED TO INHIBIT DETE RIORIIATIONL 12.6LUE LAMINATED KMBER5 SHALL BE DCU5LA5 FIR IN CONFORiL4W,E NTH TIE STANDARD 5PEUFICATTONS FOR STRUCTURAL GLUE LAMINATED DOUSA.A5 FIR, COAST REGION nHF6t OF THE PEST COAST LUMEMAN5 ASSOCLATIom FABRICATION PER AITC III 84 DES" LAMINATING SPECIFICATIONS. INDUSTRIAL APPFARAW,E &RAM EXIERJOR 6UUM END SEALED, NRAPPED ML3 fB R5 SHALL BE MARKED MTTH AN MG QUALITY MARK AND N ADDITION AN RITC CERTIFICATE OF E SHALL BE PROVIDED TO THE B61NEE R AND BiUILDIN6 DEDARTM@iT TO INDICATE CONEORNM `Cf NTH SPECIFIED STANDARDS. THE CONTRACTOR SIAL. SUBMIT CERTIFICATE TO CW82 OR H15 REPRESENTATIVE UPON DELIVERY. i 0 INDEX : Lu NO. DESCRIPTION . HOUSE PLANS 1 .' SITE PLAN 2 EXISTING EXTERIOR ELEVATIONS 3 EXISTING FLOOR PLAN 4 NEW EXTERIOR ELEVATIONS 5 NEW FLOOR PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 BLDG SECTION 9 ATTIC SECTION / DETAILS 10 DETAILS 11 ELECTRICAL PLAN 12 MECHANICAL PLAN Z O J Q r z U. O E W LL - ON . LLJ LLI z O V) w Z aas Z m n N O M r 4-1�-v2 ��. SHOVRN ��. R3B-SITE ENVIRONMEhti Alp_ ►� � .,,714, OCT OCT 2 3 2Cv2 CHICO, CALIFORNIA T -6' C,3, � IIOr,ATS NEM KkL r I TOI�� O C12 __ O TOILET _ p ! PRWIDE FLU c i MIRRDR uP TO o W-01 HT. A J'A Q? QO vAKTY _Yll-ilsl- L 4T-2" 11 L. (E) 6040 KNID.I ^i AB R34Nc (E) 1DOO STWE, ! ' PIPE iROOF JA" I' i PATCH Tp MATCH 1 AD.KA947 FIN&HES II I LIVIW-7 ROOM c R3YTrE fE) M1 N WLT-F FEA ER MO AM PIPE 1 RDJF 2-26 I PLYI"D. FLL'=R JACK I PATCH TO WITCH 0y5t M OPsU?G ADJ1:8sT Ic I PRrdDE DRAA625 9ciU l O / (Ei b' 4 1m 1 I t o STEP UP 4 -4 61,02 4 - 1-1 -1 i!2 3 -I _ _ 5'-1 V2 1-0 V2 3 -2 1/2 ( 1 I o MA5-i N BEDROOM #I- — — — — r - -� T - — �Icl — _ — I 2'-0' 3'-6' 3'-4' 4' f- 79 rN H-� J 2x6 aILI�Y J06TS PROVIDE�- —� L -�!oI6' OL. (TYP)mEX:�T IN (wTOILET V.5 0 12' OL) Am''K'�fKITCHENLL _! i !1 !, I 1 Ili I� II 0m fW sabe amm cerrE�a n� z fEJ nn�r( =1 w r Eg )-1 1M IA75 ABY I I'LLM i0 ►i/h L f��a� MATCH ADJ. FINISH I ST b' / STEP IP STEP UP //////� � PR.NIDE moi'' i V r ��n�c(i� PER LAUNDRY / Y�?RC400M DTL I ON 10 ❑ 8 2'�i' IfM " I FASTW7 vL'=N A Z 5-=.v:= m OiEl (�Ll 55'-2' 0 4 M7 ---T. T-7 S -7-a2 S[. 6 c U V O J Q z U' O: F LLLJ o Mz 3 z w Lv z F- F - 0 V) W Z Is M m n N w.. 4-14-C2 sem. $HOVIN .� 88510 ra: b84FLPN S.M 5 .1 " s..". PLUMBING FIXTURES: 1. SHOWER: SWANSTONE 35"x42" SINGLE THRESHOLD, 72" HIGH WALL PANELS (2 SIDES), TWO SS -7211 CORNER 'SOAP DISHES. MOEN FAUCET. ('WHITE) 2.. TUB: ENAMELEED CAST IRON 60" TUB, SWANSTONE SS -60-5 WALL PANEL KIT, GLASS TUB/SHOWER DOORS, MOEN FAUCET. (WHITE) 3. WATER CLOSET: KOHLER K-3422 WELLWORTH, K -4652-A SEAT & COVER, K-7637 ANGLE SUPPLY W1 STOP. (WHITE) 4. LAVATORY: KOHLER K-2905-1, MOEN FAUCET. (WHITE) 5. KITCHEN SINK: KOHLER BALLAD HIGH/LOW 33"x22" K-32.56 STAINLESS. STEEL, mN FAUCET: VL. ENVIRONMENTAL HEALTH OCT 2 3- 2002 CHICO, CALIFORNIA .� 51 TE PLaN f GENERA •MEDT US, e I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS•, DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REZIRENENT SHALL APPLY CONTINUOIU5LY AND NOT UMITED TO NORMAL NYM� HOUR5, AND THAT THE CONTRACTOR 4HAEL Dom, INDEMNIFY AND HOLD THE ONMER AND IAMI5.O9EPH IARART HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, M GOM*LTION NTH THE PERFORMANCE OF NORK ON THIS PRO ELT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEW6510E OF THE OWER OR JNMES J05fPHH JANUARY. 2. CONTRACTOR FURTHER A5REE5 THAT HE SHALL ROT DEVIATE FROM THESE DRAWNS'S, DETAILS AND SPECIFICATIONS IN ANY MANNER N6THOUT FIRST OBTAINING WRITTEN APPROVAL FROM JAMES JMEPH .JANUARY. 3. CLARIFICATIONS A5 TO MEANING Cil INTENT OF DRAWTi65; DETAILS OR 5PEGR-iGAT10N5 SHALL BE DIRECTED TD ' JA45 ,t75EPH JAWARY FOR DIRECTION PRIOR TO PROCEEDWNTH THE WORK ANf6GTED. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GOND.,TIONS AT TIE JOB SITE PRIOR TO STARTING CON6TRLGTTON AND THE ARCHITEGT/QGNEER SHALT. Bc NOTIFIED OF ANY D15LREPANGIES OR INC.ON515TBNGIL5 NTH ANY WORT: 50 INVOLVED. 5. BUILDING STRUCTURE SHALL 13E DESIGNED TO RE515T THE FOLLOWING WIND LOAD -UBL. EXPOSURE 'C', WIND SPEED BO MPH ( 6 P5.F. MINIMUM) SEISMIC, LOAD ,_UBC. ZONE 3 ROOF LIVE LOAD --20 P.S.F. REM BLE PER UIFORM BUILD[% CODE. ROOF DEAD LOAD AfTUAL BALDING, U✓riI ATION I H.VAL. SYSTEM 6. PROJECT WA5 DESIGNED UNDER THE FOLLONUN 5 CODE5� UNIFORM BUILDING GODE__1997 EDITION UNIFORM MEC.HANIGAL CODE -Mon EDITION UNIFORM PLUMBING CODE 1997 EDITION NEC _WI6 EDITION T. ALL ASTM SPECIFICATIONS NOTES ON THEi E ORAKNY56 SHALL BE OF THE LATEST REVISION. 6. ALL CONSTRICTION AND METHiOD5 SHALL 13E IN STRICT CONFORMANCE WITH THE APPLICABLE PROV1510N5 OF THE CURRENT ADOPTED UNIFORM CODES. 9. IN THE EVENT GERTAN FEATURES OF THE GON 91MLTION ARE NOT FULY SNNW ON THE 17RAKWA OR GALLED FOR IN THE NOTES OR SPECIFICATIONS, THAN THEIR GON5TRLGTON SHALL BE OF THE SAME CHARACTER AS FOR 51KLAR CONDITIONS THAT ARE SHONM OR GALLED FOR AND SHALT. BE APPROVED BY THE ARCHITECT/9161NEER O. ALL ELECTRICAL, PUINBIN6, HEATIN5, (.DOLING, VEIMLATION AND 51TE IMPROVEMENT, LAYOUTS AND DE5&6 ARE BY OTHERS, UNLE55 OT4ERNI5E NOTED OR INDICATED ON DRAWIN65. II. THE GONTRACTOR 5HALL NOT SCALE THESE ORAWING5. LL THE GONTRAGTOR SHALL COORDINATE THE NORK OF ALL TRADES AND COORDINATE ALL REQUIRED PENETRATIONS AT THE FOUNDATION FLOOR, WALL OR ROOF CONSTRUCTION. 13, THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL BRACING, SHORING AND TEMPORARY SUPPORT5 A5 REZF;EP TO RE515T CONSTRUCTION LOADS UNTIL COMPLETION OF THE VERTICAL AND LATERAL LOAD SYSTEMS. 14. ND PERSON SHALL BE REQUIRED TO DESCEND INTO ANY TR 6HIE5 OR FXGAVATIOW 5 5 FEET OR MORE IN DEPTH WITH XT FIRST OBTAINING ALL THE REQUIRED PEii111115 FROM THE PROPER AGENCIES. FOUNDATION: 1. FOR SOIL INVEEST76ATION REFER TO J05 DATED AV -45T 6, IOM BY APPLIED TT3TIHi CONSULTANTS. ALL SOILS PREPARATION SHALL BE IN STRIGT AGYORDANL'E WITH THIS SOILS RVE5TI6ATION AND REG01+6 0ATION5 FOR THE FOUNDATION DESIGNED. 2. A55UNIED ALLOWABLE SOIL BEARING PRE95UiRE = 1200 P.S.F. ( DEAD LOAD ♦ LIVE LOAD 1 T 3. ALL FOOTINGS SHALL EXTEND INTO A fIRM, UNDISTURBED NATIVE SOIL, OR ONE FOOT MINIMUM MOW EXISTING GRADE, OR AS DIREGTED BY ENGINEER, MICHPAR 15 LOWEST. E N51WBZED FILL MAY 8E USED AS EXI5TIH5 GRADE PROVIDED TE575 ARE PRESENTED TO THE ENGINE OF A 45% RELATIVE COMPACTION TO MODIFIED AASHD, - 4. ND FORMPORK SHALL BE CONSTRUCTED, NO REINFORCING STS PLACED AND NO CONCRETE DEPOSITED UNTIL EXCAVATION HAS BERN INSPECTED AND APPROVED BY THE BUILDING Off DIAL 5. GONGRETE FO;4&ORK SHALL CONFORM TO THE REG611REMENTS OF THE LATEST EDITION OF AGI PUBLICATION 347, 301, AND 318. 139'1 41.1i't 330'1 BAGKFILL AND ABANDON (E) 1000 &AL 5EPTIG TANK PER o 1 HEALTH DEPT. REQUIREMENTS. I --------------- E)+491J5E PROVIDE AND IN5TALL (N) 1200 6AL 5EPT6 TANK PER HEALTH DEPT. REQUIREMENT5. GONNEGTED TO (E) APPROVED LEACH FIELD r , , 1,. , , r , • VALVES AND LINES 330'1 I. T}AS 6 IST AN EN54�lHO y1E 5IFtVEY. �, 2. LONTit/LTOR TO VBUPY ALL LOCATIOW; LOIIDITI01A t DII MUN5 AT JOB SSrTE PRIOR TO STARTL45 ANY CON STR.GTIDN AND THE ARGHTELT I FWAREE t SHALL BE MOTFRED OF ANY DW;fPANGE5 OR DC.ONSISTEWE5 MUTH ANY PMX 50 PNOLVM, 3. EM51NEM OF RELORD SHALL N MOTHER OF ALL 5TR.GTLRAL OAMA6E EW..OWTERiED DURU6 THE RE)- D L051RLH:TNON 50 THAT He MAY DETEWOZ THE WW OF UAMWt AND ME'.MOD OF RIPA1R REINFORGINIS STEEL: I. REIN FORCING STEEL SHALL CONFORM TO THE REQUIREM541`5 OF ASTM A 65 GRADE 60 EXCEPT AS NOTED. 2 CLEAR GOVT OF CONCRETE OVER OUTER RFJWORCING BARS SHALL BE AS FOLLON6 OCE95 OTHERWI5E NOTED: A CONCRETE POURED DIRE TLY AGAINST EARTH, 3 INVf5 GLFARR B. FORMED CONCRETE EXP05ED TO EARTH OR MEA71-EaZ, 1112 INCHE5 CLEAR ( 2 NGHES CLEAR FOR tb OR LARGER ). . 3. ALL REINFORCING BAR BENDS SHALL BE MADE GOLD. 4. WiNFORCING BARS NOTED OR SHONM C.CATTIN10U5 SHALL RUN IN AS LO% OF A LENGTH A515 PRALTIGABLE' LAN REWIPRLfNG BARS A MINIMUM OF 40 DIA, AT SPLICES. rvow: I. NAILING REOIIIREKM5, UN 55 OTHERWISE INDICATED ON THE DRAWR65 FOR T14I5 JOB, SHALL BE THE NUMBER AND 51ZE OF NAILS GwIEGTIHK WOOD MEMBERS THAT 6 SET FORTH IN THE UNIFORM BUILDING GODS, GHAPTER 23, TABLE NO. 0-1-0. PRE DRILL HOLES NAIL DIAMETER, IF NEGE9°.ARY TO PREVENT SPLITTIN5. 2. ALL BOLTS USED IN WOOD 606TRUCTION SHALL BE A5M A 301 AND PLATE WA5FER5 SHALL BE USED WHERE THE BOLT HEAD OR NUT PMD OTHERWISE BEAR AGAINST THE WOOD. 3. ALL HOOD FRAMRG 5HV%LL BE DOX-i-AS FIR NO, 2 OR BETTED FREE OF HEART GENTIBR VNLE% OTHERWI5E NOTED ON DRAWINGS. 4. ALL PLYHDOD SHAD. BE GRADE GG NTH EXTERIOR 6LUE, SPECIES 6RDUP 2, UNLESS OTHERN5E NOTED ON DRAWRY{. 5. ALL PLYNOOD ROOF 54EATHIZ 54ALL BE GRADE GDX ( PANEL INDEX 32/16 ) NTH EXTERIOR GLUE, SPECIES GROUP 2, I.NLE55 OTHERNUSE NOTED ON DRANN55. 6. PE56N CODES AND SPEGIFIGAT10N 5 A UNIFORM BUILDING CODE 149T EDITION B. NATIONAL DESIGN SPEGIFICATION FOR 5TRE55 GRADE UA15ER AND 115 FA5TENIN5 WA) G. AMERICAN INSTITUTE OF TIMBER GON5TRLCTION STANDARDS FOR THE M56N OF 5TRICTURAL TIMBER FRAMRG 1. GOHSTRicnoN NOT SPEGFCAL LY NOTED OR DETAILED SHALL CONFORM TO U.BL. SECTION 232b, 'CONVENTIONAL C06TIMTION PROVISIONS'. B. LAG SGRE)sb - SCREW INTO HOLES SAME DWS -TIER AS ROOT THREAD. ENLAR6E SHANK TO DIAMETER FOR LENGTH OF SHANK 9. BOLTS - DRILL HOLES IA6" DVER5IZPD. THREADS SHALL NOT BEAR ON NOW. 10. METAL FRAMING DEVICES SHALL BE AS MANUFACTURED BY 51HWN COMPANY, SAN LEANDRO, CALIFORNIA; UNIVERSAL ANCHORS COMPANY, SAN FRANCISCO, CALIFORNIA OR AN APPROVED ECBIVALENT. PROVIDE THE FOLLOWIN5 HARDWARE. TYPICAL, UDE. (ROOF FRAMM ITEM ARE DESCRIBED BY 'ROOF FRAMIN5 PLAN NOTE' ABOVE, A. P05T GAPS - ........ ..LG TYPE 8. P05T 5A5E5...._._-.L5 TYPE 6,2X -101515--A) TYPE (PROVIDE 5KB*D, 5LDPED, ANDIDR OFFSET C40WCLRATTON5 A5 REL?JIRED) II. ALL TIMBER COMECTOR5 AND NAILS SHALL BE GALVANIZED MEN N USED IN AN APPLICATION 9ALIEGT TO EXPOSURE TO EXTERIOR ELBIENT5 OR OTHERNISE TREATED TO INUBBIT DEIERIORIZATION. 12.6LUE LAMINATED KDIEER5 SHALL BE DOU5IA5 FIR IN CONFORMANCE NTH THE STANDARD 5PEGIFIGATOH6 FOR STRICTLRAL GLUE LAMINATED DOUGLAS FIR COAST REGION TIMBER OF THE NEST COAST LUMBERMAN'S ASSOCIATION FABRICATION PER AITG ITT M DESIGN LAMINATING 5PFLIFICATIOH6. NDUSTRIAL•APPFARATCE GRADE, EXTERIOR GLUE END SEALED, MVRAPPED MET R5 SHALL BE MARKED WITH AN ARC GUALIIY MARK AND N ADDITION AN AITG GE'I'FICATE OF GONFORMANGE SHALL BE PROVIDED TO TLE ENGINEER AND BUILDING DEPARTMENT TO INDICATE CONFOR)lANCE NTH SPECIFIED STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFICATE TO OWNER OR HIS RB'RE5BITATIVE UPON DELIVERY. 41.5'1 INDEX : 30' NO. DESCRIPTION HOUSE PLANS 1 SITE PLAN _ 2 EXISTING EXTERIOR ELEVATIONS,,-- LEVATIONS -3 3 EXISTING FLOOR PLAN 4 NEW EXTERIOR ELEVATIONS 5 NEW FLOOR PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 BLDG SECTION g AT11C SEC11ON / DETAILS 10 DETAILS 11 ELECTRICAL PLAN 12 MECHANICAL PLAN pw 1 4 c �-aPART EYE ,(� 0 30' REVISIONS P+ 9-�-02 SCD PLANNING DIVISION- BUILDING PLAN APPROVAL Use: OK Dab:g _ "'aQ ParWng: LandsmO g:.� __.--- Other: -m z z j.. m' N O r wa 4-14.62 , 86410 1ru�, 884517E 1 M Snn,. Aug. 7 'y'' R:31 APPLIED TESTING, TEL 9?1-r-891-4243 r P. 2 Sieve Analysis,-- Fine File No; Frdlact Charlton Residence ciionrt Scott Charlton Address: 3027 'gurnap Ave. city; staid, zip; Chico, CA 95973 Attw Scott Charlton Semple source: B, Forsythe so, ,abusariptiont Dark grown Sandy Slit sampioiocotion: Residence Pad $ample depth; 1 start wt, flee- 5 }9,1 g i9ampta No: J1 pate: 6 -Aug -97 Tech: A. Forma SPECIALINSPECTION POLICY 1. Engineer or Architect, shall identify on, the plans when special inspection is rcquire(t per Section 1791 of the Uniform Building Code, list the type of special inspection required and any special requircnmenis for testing, 2, Plan check engineer will attach the"Special inspection Note" form to the plans indicating which items will require special inspection, 3, Plan check engineer will notify applicant and list on the data ishoct that oppre if lie special inspector is required prior to issuance :of die building permit; a. A prcconstni.ctiorl conference may be required by the Plan Check Engineer to review special inspection requirements and procedures; 5, The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a re's'ume and other information ration maybe requested to verify the qualifications and certification of the special inspector, 7, Special inspectors shall submit reports to the Building Division staring dint all items requiring special inspection and testing were fulfilled, lanal report is to be submitted and approved prior to feat inspection of building, SPECIAL INSPECTION' NOTE In addition to die inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701, Duties and Responsibilities of the Special 'Inspector; 1. The special inspector shall observe the work assigned for conformance with die approved design drawings and specifications, 2. The special inspector shall furnish inspectionreports to the building official and flee engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor' for correction, then, if uncorrected, to the proper design authority and to the building official: 3. The Special inspector shall submit a final signed report to the Building'Division stating, whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications:wid the, applicable provisions of this code. d. The special inspector'shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. S, Any change in special inspection firms made after permit issuance shall be approve(} by the Building Division prior to the new firm performing any inspections, 6, Special inspections are in addition to the regular inspections performed by the. ;Butte County Building Division: County inspection approval and sign off is not to be construed as authori2ation to proceed` with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete ('taking of test specittiens, placement of reinforcLig and placing of concrete). [ ]Structural Masonry rr*ligh Strength, Bolting, a �JWelding1-1;L.i [ ]Bolts insialled'in Concrete' lw al I ' D [ ]Other,, June 1996 t�'C t wr l v "i E$ i 1I a > gnu fi.�ut ht't �sK +t}4 1 1 4,0 James August 8, 1997' Joseph Job Nc,, 753 January ARCHITECT ENGINEER 10203 COHASSET ROAD ' CHICO, CALIFCRHIA 415973. Butte Co, Building Dept. (916) 342:1306 FAX,04M667 _ 7 County Center Drive Oroville, CA, "95965 Attn: Mr. George Kellogg, - Re: Expansive soil question Charlton Private: Garage, Chico, Cly;, Permit #97-1465 A.P. No,,007-150-028 Mr. Kellog; I have personally inspected tine soil condition at the project site and have reviewed the Tests performed by Applied Testing Consultants (copy attached), Tile, Sieve Analysis run s�iows tine soil to be "PINI," and a visual description to be "DARK,BRONVN SANDY SII;T The expansion Index Test resulted in a Expansion Index of 22'whicln is not expansive. After reviewing tile above data the design of the foundation as detailed on our Job No 753 is structurally adequate. Very truly yo rs .''` �.✓� James �i a}}�� ary sJ Architectngineer C11,764 023,379 Aug" 7 197 8:31 OPPI-!SA TESTING TEL, .916-891-4243 P. 3 1�Sarertpt� SOSQ _.. _. Enoinoar co)weaet Road 7enfug mrd RICO' CA tnepeefbn 95973 IIi M r)� Crtmo (9)6) CortUbaHon B9hf+625 Exponslon Index Test E113 Not Date: 6 -Aug -97 client, Scott Chariton Toch: S, Calker Pr9jact: Charlton Residence conlapt: Jim January Bolldescriptlon: Brown Clayey Sandy Slit $ample location: Shop Building Pad Sample taken q; B, Forsythe' Depth of sample: 12"f Molsturo dotOrminatlon Reading Grose wet wt: 336,7 2 7:15 Start Gross dry y4; 300,7 d 7:45 0,0028 Pan Wt: 84;2 8:16 0.0058 Not dry wit 216.6 9:00 0,0095 Moisture t.osc: 35,0 10;30 0.0143 Moisture content: 16.2% 12:30 0,0171 Density dotorminotlon 0,018'1 14:30 0.0191 Wtot soil & ting; 660.8 7;00 0,0220 Tara of ring: 200.1 Not compacted soil wt: 360:5 Dry, Donelty, pc(: 94.1 11 Saturation determinatlor Volume of solldst 0.558 Volume or water: 0.244 1 Volume of air: 0,199 1 000r000fsaturation; 551% 16 Gross final wet %yt: 484:8 tx 19 Gross Mal dry wt: 395.4 1 A Mnol moisture loss: 29.7 20 Final not dry WL, Finn) n.nI.m— �.,..i,...r. $11.2 n cot Fina:; Time 5 s 7 8 A 0 2 a a 5 Reading : 7.00 0.0000 2 7:15 0,0000 3 7:30 '0:0017 d 7:45 0,0028 8;00 0,0042 8:16 0.0058 " 8:30 0,0074 9:00 0,0095 8:30 0.112 10;30 0.0143 11:30 0,0162 12:30 0,0171 13:30 0,018'1 14:30 0.0191 16;30 0.0196 7;00 0,0220 0.6875 0,0220 _ This oust signature c�p4p9ies to sheets �..,�.�,Y<.. hru=d�.. a1 GENERAL NOTE these drawlnga. p O 1, MATERIALS N$TM DESIGNATION N :BRACE RCJS c PE5 A572 7." Ha11d665, UNLESS 907. $OTURQ« 0 ML�GH.HARES StIA A46EL PLATE 9ORRA5722 570 FY 1 K I EKSI�1 s� 04i:SSlG N079 O 0WAS RO0' AND WrALL SHEETS A446 FY: SO tSl (GRADE D) t H44Y5 A307 AND AM A3P,'UNLESS NOTED �0 u m� cr. r. C51295 STRUCTURAL PRIMER UP 3/31/98 j��p SHOP PRIMER PAINT "S A RUST ft,:811 VE PR+MER AND IS VARCQ-,PRUDEN CC CR KAHt1tAN BRONZE, }�n ( (gip (� j��j T�{IS PAIN' C NOT INTENOEO FOR LCNC TERM EXPOSURE TO 'HE 4EMEENTS /1v unUl�l d Do U U�� UIIUO U u Co U UpIn OFC 3. A325 BOLT TIGHTENING REQUIREMENTS � ALL H'GriT S -N UNLESS SPCGFCALLY NOTED OTHERWISE. .., STRENGTH BELTS ARE A32, <(I) $TRUCTURA4 BOAT CSS'ALLBE TI HICNCO BY THE TURN- e-TF+C-NVT METHOD IN ACCORDANCE YATN :THE r>iA+MG' - !a• wwa.v:. a°• uxas a NINTH EO S QNYGQR. STRUC-URA4 JOIN'S USING ASITM A325 OR A490. BOOS". . `°40"PER SCC`ApN 60A. A325 S047S MA BE NSTALLEp WITHOUT WASHERS VMEN TTGHTENEO aY THE xr. 7 TURN -OF -THE -NUT METHOD.,.�X.:aw ar --,,r-,�.�u---� q�^� �* mumw' ' r"' r w�r• - _''-°•"�c�:'ALL MICR STRCNOn1 SOUS, EXCEPT AS NOTED OTHERWISE, ARL SUBJECT TO DIRECT TENSION ANDuMAY REpUIRE INSPECfigN AS DEFINED BY THE APptfCABLE BUILbNC OODE OR STANDARD. iT IS THE ON5101LJTY OF dHE ERECTOR TO ASSURE PROPER TiCHINEESS, RE5R' =RIB WALSPAN LDC WALL RANELS (SL) h. BUILDER / CONTRACTOR RESPONSIBILITIES �yF STINGING SEAM ROOF PANELS {35 PANEL RIB RQOF k WAyL PANf4Sr{PR) YE_ VARCG-PR:,CEN'S STANDARD PROOuC* SPC!FCARCNS APP,Y AND -UNLESS S^PULATEO 0 RYN91 f7 ?HF CONTRACT DpCUM, N VARCO-PRUDEN'S OCSIGN, FABR'CAnON, QUALITY CRITE IA STANDARDS AND WI rHC WORK, ( JDEN VEVJCON BOOKLET IS AVA;I,ABLF UPON RECD» �I 4N CASE OF DISCREPANGES CrY&EN VARCQ�AI' PRu7EN 5TRUCTT.RA'� PLANET S AND PLANS FCR HER "RACES, uP B L D G r DEP S IT 45 T Z R.SPCN5 BI� D1 or THE COUN R STATECONTRACTOR OR PEDERA OBTAIN APPRCPRI.AYE APPROJAL$ AND FI t THE VAqC�-PRuDEN PLANS $HALL GOVERN, O NCIES, AS REQWRED, i�—i e _ NEC.E55A,4 PERMITS T$ R , �. �I,.� � APpROVAI. OF VARCG-PRuDEN DRAynNGS CONS?fTU1E5 �TF+E BUILDER /CONTRAC'TOR'S ACT:EPTANCE CF 'HE -'i i ti Q44. J J • r VARCG^PRUDE~ 'N "ERPRETAT'DN CfF THE CONTRACT PUrRCHASE ORDER y3: z , ONCE THE BUILDER / CONTRACTOR OR A/C FIRM HAS SIGNED VARCG-pRUpEN APPROVAL PACKAGE., CHANCES 6 " GIRTS /PURLINS "• FROM THE PURCHAt: ORDER BY THE BUILDER WALL BE BILLEO TO THE BUILDER / CONTRACTOR FOR MAT4RIA4, 14,7 REV18ION HISTORY ENGINECRiNG, ANO HANOLING.FEES. SUCH CHANCES MAY CAUSE THE PROJECT TO BE MOVED FROM THE 1Y FE" MAY BE CHAROFO IF THE PROJECT MUST BE ' I ytl+ a »•. lip DRAWINGS DATE DESCRIPTION PERM c 27 49 Ch-NEG SEALED ENGINEERING DESIGN DATA AND DRAWINGS FpR TIIE YARCO-PRUOCN GO AN AGREEMENT THAT VIRGO=PRUOEN GR tt5 pESICN ENCINEER S AC11NC AS T}IE CNG'N"ER FABRICATION AND / OR SHIPPING SCHEDULE, A PENAL z LATEST ��� VOIDS MOVED FgCY THE FABRICATION AND / OR SHIPPING SCHEDULE. AS LONG AS VARCO-PRUDCN DESIGN AND 5 vALiNC r AP p/RDACH COMPETE$ WA iH TH E PURCHASE ORDER. CE _ /� N,$ THE BUILDER CONTRACTOR OR A/E FIRM ARE RESPQNV4A.E FOR. THE OVERALu PROJECT C.ON01110N. ALL PREVI0 �+ .PLANS ALL INTERFACE AND :COMPATIBILITY CONCERNING ANY MATERIALS NOT FURN(SHED BY VARCQ-PRUQEN ARE TO BE CONSIOERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/`L FIRM. UNLESS SPECFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALSIS FURNISHED A$ PART CP THE PURCHASE ORDER, VARCG-PRUOEN ASSUMPTIONS WILL :COVERN, THE BU'LDER / CU,ITRAC70R I5 RESPONSIBLE TO INSURE THAT ALL OTHER PROJECI ALANS AND SPECIFICATIONS GOMP4Y wTH THE AAPLCA6LE itEQUIREMEYTs OF ANY GOVERWNO BUILDING AUTHORITY. SUPPL>7NG BUILD ND DOES NOTIATpLY OR SEALED ENGINEERING DESIGN DATA AND DRAWINGS FpR TIIE YARCO-PRUOCN GO AN AGREEMENT THAT VIRGO=PRUOEN GR tt5 pESICN ENCINEER S AC11NC AS T}IE CNG'N"ER OF RECORD OR OCSfDN PROFESSIONAL FOR THE CONSTRUCiiON PR0JCCT. THESE 0RA_+ING AND pESICN 8 Yi' GTRTS' / PUR4INS DATA ARC SEALEDAS TO THE STRUCTURAL SYSIEM.FURN15HC0 BY VARCG-pRUOEN,IN ALL REOUIRCMENTS DF THE PURCHhSE ORDER. OMpLIANCE PITH ��pp rA7lGj�/THE BUILDER / CtlNTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR SOUS AND ER$CTION S, S7.EL IN ACCORDANCE WItH SOn�`UDEN'S'F(1R CDNSTRUGTION' DRAt'ING5TEMPORARY OR BRACING REOUIRED FOR THE BUILDING ERECTION WILL BE THE RESPQNS6uTY SUPPORTS OFLpHECERECTOR TO bEtERMNC, FURNISH, ANDCOMPONENTS C51295 � � � �.I THE FOLLOWING Tt.; � �3��'' ��. �^ ~`� DEN ;IS AN APPROVED FABRLCATOR WITpCIUII. (98 � " CA IONS:H j�5 CERT FI PR Y�'+q AT5G MB -(ALL PLANTS) xtt ,j I`," Wd" .,"'`^+�'. A0 PLANT ONLY) ICGO aQ S 11 CTTY OF.5EATThE {pA PLAN7 ONLY) F S LE CITY OF LOS ANGELES TYPE 1 FAORICATdR (GA PLgNT.ONLY)CANADIAN WELDING BUREAUDIVISION T (CA'k YI P(,ANTS ONLY) 1 h r Bu::ldin Code: 94UBC ns puwlRe, IwaurMad n,E IRroRwnov RrnroR. - HEET Cuort Ro. COVER S LIVa l.d IW/Trio Red, 20.0 PSI ROauvs na PROPWn ar vu+cp-PRuow awuancs, CA9701BOpt-000 CA977 637-0E-1 Cold. Ltl 19ravilyl; Cpl_l, Ltl upllift: 11 II sua ` 0.0 pof a s P°DRo.+atiNs°q"I i�'ioI"i`ntnrweroE ul�Ive - I3'`OM COn5 O.O psf msoralrEnwro rsRAa Pusc•usc o�u Ano trUCtSGf1 COmpOm ,� Inc, ���� :06/25/97-- -Wintl SPeetl _-. 80.0 mph µ oXR PuRUPa Emit" rt W'404w RR.7LN ra gip" eusrnrrn : SCOTT CHARLTON _ 15; 42 wind Exo. Cat..: Ground Snell: - - Root snow; C :APPRo�A(; of Wutco•PAuoW dundeas _ ,,,��,�., ,•,,„„,,,,,,. 0,0. psf 'ME CWCAAi f:AARTP,�iaR AYJ(Cf WEoroR IS •uatflY y0c- w CHICO, CA 0.0 psf R�Pov5 aI 'OR ACCURArL o.-a,ouunY eon µ+sip VARCO-PRUDEN r�M rMls - SnPM EXP Cat..: 5e gond. 3 ? rRECM�nn e t nc C4YpRYAYCE rwcct B o7m11NOU& A, j Rs� [ReE� w n s oMw a 4515 SCDTT CHAALTON BUILDINGS' nu Reo CR ramie - BuT:loing use 'Cat.: all ADP TEN ERECnoR 4 vpp,vous7Rr st'N o PFRrA.Rva Ip PR u,a�,. `"”` 30'i 30'X 14' BLDG. (�`RECrWY, IRC4UDIha iNf COAflCL7 US[ 0( ICMI'dRF9Y i 1lMra bn4:e t�.^eey - AUXi l ierW Ldadd 'NONE ti/ S° yY O D 1. U f- C51295 Z 0'c `I. _Fxp.3r31,98 * 30r-oP BL to 8L FOR CONSTRUCTION ti/ S° yY O f- C51295 Z _Fxp.3r31,98 * 30r-oP BL to 8L FOR CONSTRUCTION 0FC Finished Float Elevation 100'-0o (Unle"ss Otherwise Noted) Otic UOSO,CD: 'ProjRYC '23 Bldg: I Planet I - TNIS'DR•wING 15 ViLEd DNLr .s To THE HUL1di0q COdet 94UHG EowpoirEtNS FwNfSNEa Gr GAPCa-PAIJOEN tHtS bPLwtrW. 7NCCtiatNa iNE INFOPii4Tt HEPEaN. -- Ahl�h OY $Olr ante rCA97019007-000 C 771637.0£-i - 1, GONCRETE;:,OROUT, AMCNOR 80LTSt AND ANY; OTHER EMBE00£D ITEMS ARE TO BE --,- ISNED :_OY. OTHERS FURN .. O - Live Ld(W/Trill Red) 20.0' pat .Coll. Ld T YdVit ) : 0,0 p@C. 9 Y PENAtNs tnE PPDPENtr. aP w,1Pta•.PNWEN GOttDINGs. .I uNtrcb 00wtNtaN EawPEN'r Ii f5 PPOY 1bEb ROR EPECs 1Na iME �UILOING tev ou OY DESD. dutLceN BDM CoElstrucEion Com an Inc, �-� �. DATE 6�26�97 n CNOR -'HOLT' DIAMETERS WERE DETERMINED OY" ALLOWABLE SHEAR AND TENSION PER SPECIFICATIONS FY .. 36 AST) . ANCHOR. BOLT LENGTH AND METHOD OF ASSG 3 ( 'FROM Co11. Ld, (uplift! t 0.0 pGC. Wind 5 an3t, 80,0 mph p ANecsN.....tTD Awoort eo ��PPWUDEUo ER as usEo�Paa ANr DTNEn PCG'' w7tNaut. PPtbp -i01Eq SCOTT. CHAIYLTO)J'. 'METAL rpE TS'342 TRANSFERRING FORCESATIONS ANCHOR 004TS�T0 FOOTINGS ARE TO HE DETERMINED - '. Wield E%p:.' �dtl1 MF7T ttN. NPPP1 OP VAPCD•PINAEN aDILa1NG$': LGCATIDN bL06 ,NFa ASSN _ BY DTN£RS_y ..,: ... _.. _ _.. _. a. j, pES2ON'. GOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. ..: 4i FOUNDATION MUST BE LEVEL,_;SQUARE, ANO SMOOTH.. ANCHOR BOLTS MUST RE' SHOWN ON TN'it DRAWING OR. STEEL WILL. NOT FIT. - 0.0 Et OYouhd .;. t P Roof SnOwT 0,0 pst Sno'i �t.• 3 rE - qE 1I,, rnt' i • C Ton S EL�',v�s ti�yi+A FkGGGaG 1A�1;3.! SYpLEt)�' N7L�, 7AR p ""iti6 y Ztf L� ° wzz�7�5 CHICO CA - -' Pra.+Ecr - 4515 SCOTT CHARLTON VARCO-PRUDEN BU j'LDj�.J (j rj "'•"�EN`G" PrcE . - : ACCURATELY '.PLACED. .AS is 'ti no .Building UGa Cdt.. f. 4 q PN u°hO •b p pT 0Eq9 4i�iol� ir�.�tT GSA:. P�YiZt"NjV, swLE NTS Guaarro 30'X 36tx Id' BLDG. AITEb-:OawtNCEH cGmaNY r . AUxilidr " Lodda NON£ r�wo POO BRACING .MARK LENGTH DId. 6R00t 3i .q 15116-0 3/8" 50002 37 -6 13/16'0 3/8" �. 78001 31'-4 j5/16'O 3/8'" 7NO02 31'-5 13/16-0 3/5" - .. - t Rob , ! f N 1 k 4 t , m .. , t k , 1 1 t fI rFtj nrr. r, Y k , 1 1 m I 1 sRpb1 t e x r t 1 t 1 t f t ROFMild TES »14`, 1 re _ ;. r, OQ I Cxt t LA C51295 z Cx - . _ * Exp. 3/31/98 i OF C�.i� 1UO3O,ca On: Pr=nikYt 2J ONO' i Plane,- 6,7 %'Z,, 1. A32ti MlGM "HENGi 80415 SHALL BE i.IGh11ENE0 tN ACCO PDA ION FDTH jHE NOVEMBER 19, 1905 ALlOXABLE STRESS O65IGN. SPEGIFICAT FOR - rHtD DASw INo IS WLED ONLY it to *FE CamO kfis Puavlwo or vmco-PP,ioEN BUilding Coder 9400C iM9.DdwiNo; 3 3 IDN STRUCTURAL USING AST A325_ pol AP90:.60LT5* SECTION ;B-.-(d) (1) " UPy. OF+ T TIGHTENING* M - zz 2, USE Iln GIA BOLTS - ' - - Lave Ld(N/TYih Red 2tl. 1 _,O.paE:. /! Call', Lrl gzaviE ) r 0:,0 psE r:01i, Ld. tNttwtrb :INE. tts'DPwiI oN PEON 1 a PEwetNs.me.PPOPEarY:of vaaco•Pta,pcy,euttotnas, - . { r A UN TED DawINION cowpAN , tT `5 PPavt DEO FDA EPFCT}ND TIE eU{EDND LE09.Ep Roof- Primary. - 6UIlaEN �: + ouotE .roe + _ -��� � - CA97019007-ODO ,CA[771637:•OE•T ,''307_ t0R PURI-IN TO FRAME, GIRT TO FRAht, ,AND,.GIRT TO 3 INStALONNECT tONS UNLESS D :IERHISE. SeE JOB. DETAILS FOR SOLT LENGTHS,wind d INSTAL[ ATIUN= OF TEMPORARY OF USE UNTIL CONSTRUCTIO (U �11%! O.ra ne p -_ P Speedt BO+O mph kind Exp, Cat, T C DESEPIFED IN TK LPPL Ga LE 42AU v Dir DY OEst. 'No SN IL "'IND woDtereo.:PEPPmueED. _... FDR;INr -0rNER: MlN,DSE. NITNDU[: PAIOA .. - NA tTEN +?PPovIL -BDM Conlitruetton-Cam ah .Inc,.. cuStpEq: OTE - ' c 6/26/97 .,,' o �v-� o Q THE RESP THE ,pOR IS COMPLETE, -IS TNS R85RDN3I9iLITY OF THE ERECTOR: w Ground Sndvl , 0,0 pa. DF YwpcD•PPAEN OutLtllNas. - - NE EyEPL rn. '' SCOTT CF!ARL'CON it U rtNE 15143 ob:Snout 0.:0 pof r ? s&1{Lb x'LPOcoo LocwtmN Ci1ICO CA MES+L aLca rfo Asses r.110AS�!building VQIIIrO`f�,"1UDCNSeiDining Usoi 3 UoeCaO,e 4 �A'J'jjj,I� ♦Y'l\`a�����*j,A,,Y.gE ASbSii�ji9 k Lj (1�',pNgRSVN°Fr PNWEE AS1'S SCOTT .'cHAkLTON �� VUri,' BUILOINGSAuxil!.ec Leada SitlNE �i1Dar[Re0A1cIWub cAEyi usE 511,1E NTS Du14Dtnu t- ...30 x. '10 x .1M t . 9LI10, i.1Mt :D OLN1111D/t. EOwa:tNY - FE FL /2' PROJEC11ON iUto.N.> II 4� o z Ile^-- q BOTTOM OF _COLUMN i""i, BASE PLATE ELEV, e'T tz t/e I I i� N 'ai I w z -D I w4". t o" ti N z tl@=p—d . a flz 1 I 1 o 1• f �L--, (2)3/4" R1a A:36 A.Bplts (213/4" R1a A+36 A.dGlts (2)3/4" Rta.A-36 A.6olcs Plate L=B" W=B« 7=3/8" Plate L=B" W=B' •3/B' Plate L=)0" W=B" T-3/!1« (2)3/4" OIa.A'36 A.Bolta f813/A 01a,A=86 ApBOlts Elevation 100'-0" E)aYat on- 1DoT-0" Elevation= 100'-0" P1Elevst dnW-S" T-Die" Plate L=B" 13/e" TYPICAL ANCHOR OS Q2 03 Elevation• f0D -D D4- D5 BOLT PROJECTION -1/2" DIAMETER CONCRETE ANCHORS (NOT By VPS 4 VAR(ES F30TTOM OF CgLUMy E0.1 SASE PLATE 1 — ) TL-, -7s _ ._i /`l.'.f OPENING WIDTH �1 1/4' _.� I SSD NOTE! IN PROJECTION AB.OVE +L PLUSH = D° BOTTOM OF JAMB CLIP QROEESS TYPICAL COLUMN BASE, PLATE DETAIL FRAMER OPENING DETAIL. � o i, i C51295 z F�(P.3/31/98 x x a OF CAt1E% FOR CONSTRUCTION On; u050.,ca Pro)lcy; 23 Bldg: 1 P.-lane: S. - - J ,�I.• �� ' 1CONCPETE, GROUT, ANCHOR 8OLTS. ANO' ANY OTHER EMBEDueo ITEMS ARE TO BE . THIS OnAWING tS SEALED ONLY A5 TG Ht. CWONEN1S' FURNISHED BY.VARCD•PnOOEN,. FURNISHED BY OTHERS - -- BUi Tiring Coup: 94U8C TH15 on.M ina;.-_INauatNa tHE SHFCiWAnDNMEREaN.: - - ' Door r Live. Ld (W/Trib Red) RP.A p5.f PEVA{N$ .INE PPOPERTr Di 'VARCa•ppuDEN p111LDIN05; AnchorBQ E �p A -2 ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER. Coll: Ln IgraJat 0,0 sI A .pNueo DDNtNtDN.cANMANVAR 1 i+ CA97019007-','"D. IIA 771637-OE-1 AISC SPECIFICATIONS (FY a 36 KSI) . :ANCHOR -BOLT LENOTH,ANO METHOD OF Co;ll'. LU u Raft ! 0. P tT ISPPDvroED rpPeEPEettna THE.eUtepiNc BocwER TRANSFERRING FORCES FROM ANCHOR BOLTS 70.FOOTINGS: ARE TO BE ..DETERMINED ( R. 0 Pst 0, ED Ig TK NPPLICAByE. PURO"ASEp .'ER $V GATT BY Disc. BOM ConetrUction Dempan ,. Inc. ��-- DATE I BY OTHERS- Wind. Speed: 80.0 mph T BE mtF1ED, sEPRWecEO 6/25/97 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. W1Ptl. `EKo. Cot,; C - nR: ussD FGR �lNr OTHER PuppaSE NITNa.. 'pAtaA. CustoyER - - jj'YV�� "o '/' TIME Grouted SnpW; 0,0 psf "R{ITEN pPPRAVAL OF VARCO•PAUDEN BOLT INa5, SCOTT CHARL TON LMJ.E 2 � _%-- 4, FOUNDATION MUSTBELEVEL, 'SOUARE, ANO SMOOTH, ANCHOR BOLTS MUST 13E NE Ra Ta, r n . dY R R tan LocircpN. - - METiE-BLDa MFG ASSN 15, 42 ACCURATELY PLACED AS SHOWN. ON THIS: DRAWING -OP STEEL WILL NOT FIT, Poof Snonw O.o.. pst s s ��r bE�E'�ry,S'�L F� FL p�E� aopo: CHICO, CA an.+i15: $nowH Y h ,(Mpt 5 I BdIs Ftp. CBC 1 3 QIAp�S NB c'"w < PPorlEai 3eI Id 1L ZOnel 3 X pr4gI�n'g�A ��ApEyg���yNs� Ef�"��1`� ps„aq �s 4515,. SCOTT cHARLTON VAF CO-PRUOEN. .. Bu11tl1ng Use Cat.T 4 a� ,b`tdEfryRr Si,tNppF T"E"�d"�rsE euaolNG BUILDINGS P huxillary LDadS ONE of i�MPbn. r ��{CIN T CPE SCALE NTS. 30'it.. 30'x -IE" BLDG. A UNITED DONINION COMPANY O Z • - .. f✓'1S �M _. � .. ' PRIMARY FR MING SIZE C HARt FRAME ' aCs/Qih ¢may A.+l`J4.w PART- NO FLGITHK XWpb WEB THf< DEPTH APPRGX,5HIP Nn254kyL1Clameter14LengthT Verk!!CalEClearance Unit er Frae at CX6 2 6 5 m Qar,<Qa ,:r••,r. START/ENO`° LENGTH 1 4 3I4 " " _ Unless Gthertvlse Finished FlDbr Eievatldn 100',' Noted CX8 1:34 X 5, 5), 164, 7.57/10..© 2..6' - 2 4' 3/4 20 _ FL2RBX7 14.1/9,0', 134 X 5.0 134 !4,'3 3' 4 a/4" 2 „e:1D4 FL2RBX8 .134 X 5,0 „134 !4,:3 _' .10.1/9.0: 0 ' r134 X 5.0 154 1,4%10.0 6 z a : - rrFL(.rcF w"ntt i. -. ' '. i : ', ,. i . : : i '. , ,. IQ asWr[:,siNCn••4 lt{(mlr. Wfi!.l ra:rct QYtGrf ••Q W twktFnw ware •X N,IiQSAY4r1 yqr, DkIME ,.. _ ; ,: i 0.•�ka : ?rPIGAl rLArvGC OPACC- tDNNtCTrDN'. , .. Qat v i �:?+k 1•" frQ.r ca,nrvae a"r _ . i W. wyLey9fi •p Q�rt4yphms Lu�ui,, r i y ]:}32 2 5r ..a lr, 3 5r -DQ ®r4#tel 6 1/4 it i Ln d c. ILK O 6 pt i W ^t t 7010 t FL2itBX7 O_ FL2f2pX8 f GG10 -�- Y� o A. FIi2b50I r 1 t 1 I FB2Dso is 1 I } In '. n rn I 1 I l I { i i .. pEEM r 1 I. I } ;_ r NKkell a'�,i n 1 , ior.orl F.x0.3/3,1!98. p e 1/xl g/�r OF i j CA d:8 1e.Va1,on a : Fume Lane 2 l .©; udt50:�r3 Pr•O;f Ryt a Bltl0} 1 Planei 9 ', . I. A325 HIGH STRENGTH BOLTS.; SHALL BE j TIORTHNED IN: ACCORDANCE: WITH, THE LOVGMORR iit- 1985!ALLONA9LE ,STRESS DESIGN;, •.SPECIFICATION -FOR ,, twrs OnwtNO Ii tEALth oiar .5 ;n OUtld in Code t 94UHC :", gg ilc towPawEwrs tr,ra/tswEb Br.v.Pca•PPuoEN t1rt5 Dn+ Daw+Y-Cw'HEaEON'': plNa if auotwa ;}i t tN t _ e- afll,. .: .i -.-: - �- V :: e. at�.oxl _. IxiDit A ),: , _ .:., ,.,.. _ ..,_... ..,. _ ___.--- M OR A440.:BOLTS"'SEC'!;ON B,i:SdJ�IIj ',:, SA!{G;', AST A725, _ - `---` :'- _ '.. _ =_:,, ..., Live:LdtW/.2ri6 Red) .2D:<0 0::__. Colli Gd tavit 1t 0:.0 of ((9 p PEw+tns_rutr arc. cc.vAacarPfr�DEN.eb}tbtwcs, ruwiteD MNtn ro tmcf1h: :_ .-:.- __,-.F �:.,..- --.. - ,.. ,__.. -: -, .--,. -:.. 7-:000 - CA97019b0 7:.').1637. OE>*1 _. • - ,:, r7, h' TURN OFANV"nT 6HTE 2" ➢IAI. A30' HOL -... ...-., ..c.. TS FOR Pt7Rt1N TO_FRANS, G1RT.TO FRAME:, SAND GIft^.TO .' �.... �;, :' �• „ - Co11:Y Ld [Uplift[ 0..0 pot. tt w aaav`!+n,cwEPEcitwO 1rrE,9Utt0twD-vAt aESCateED:,)w.. +PPt e+Dlt.Pu+ewase°WDER '� c 0 t D OESC.._ auttDEa BDM::Cbft.§brUuEiori .,.. .,.. CotOnon Inc,.:. .:. PA}t .. :6 26 9T. �..:.: .. CLIPCONNECT.uhtl 1Jl1LESS NOTED-;OT}{RRNISE-;;SEE JOB :DETAILS FOR'.80LT Lr J�STN$• INSTALLATION. OF, ADEOVAT@ -- - Vitid_ SpoOdf x..00.0 mph:' Nitttl Ex , Cat:, ! C'' �'- •4o sw.+u wai�,.tlE.woOt� Eo,. aEPPaacED-;_:. r�,a tiLLSEN pM +w 'atwEA PDfE w[r rDut Pafd eP[TTEw +oppOyYL DP viAto•PP cEw 6u1lO7Nas. CUS.tpEa'.:... -:-SCOTT CHARLTON .: o :.O'. o TEMPbRARY 6RACENGP .YA'USE UNTIL : 0 F }iNT C NSTRUCT •CY,-. 2S COM IS"T R RES ' r N ptlN52BILIT,OF THE :SRBtTOR. '� ,.. 4 r p RootnS bNDV �' 0'.0 St - np. t p St7Cw Ek Catrt 3�ygj E wi .. .. }a G't NP . 6 F TYy1�ACy� a°°D + p"" .,i"t P �w 4n S 1S ,.. p g } +' ;i tO:At/aN ,;. ;CHYCO' �CA _ NETAl .0106 wf6 ASSN, VAR�O"'iPHUG�,�),'i w+../cnEcq : rno,et ;,. , 9uilding beetCat.t 3 ' 4 t + Q�Q dp{{,, pv +a5 I o ft6 Qale""CC{�kp'°yF a a4�A"kB t 4Y�� �Dpj�b N tw 4 c tFt . Stitt avoo[wa 4515_ SCOTT' CHARLTb - N GI )ILbY%1G� Pepe - -_:. Auxilia :LoadD ....NONE ... rx"rFQa�aldrt +c}mit NTS 30rA.301k 14!,.BLDG . ', LUHtteO'bbwtNfai tawPArly ', ... .-. PRIMARY FRAMIN G SIZE CHARt Gi A325 .. _ BOLT .. .... CONNECTION CHART FRAME' CLCARANCkS _ .. ., �.�� ill 0.1A I/r+ ),AT u0), l4KIN i M,O-N ...... y*E In •u>F0.tt,Alr rrAr"aw ut PART --.NO F G THK X. W B Tr+K L SHIP APlEN61' NG 'at y Piampt@r 4en9in Yart]cal CSearanCe UnUer Frame at Cxi, 1i`,B 1/`16" ve ru n..ww as els4, Tr "q ruin{ A STORT�ENP CXS 3/15' X 5,D 134 7.tl 15,9 31.8 2 6 5 !A" 3/4N 2" 1 5144heti Fins@ " Floar ElevatlGn 10P ^L1 (Unless Otherwise NGteG)• 1 c" wLw,A,AC"acw.,r..,.t .EE 't �.•.. F1,3RBX2 .134 X 5,0 .134 2011/9.1 14.3 3 b 3�4 2. h; R FLIRBX3 134 X 5.0 " 134 '20.5!9,1 14,3 to,4 M 5.0 134 7.0/15,9 11,13 CXS 3/16 1t �� I FLIOCCS 9B9x 5,Q 2@,059 8,5/815° ]3',7 _ . Mco�'•Ir . IP too m yuu. ne"uw•x . '. : Y. ' ' i '. n I - i . - ' ' . rP .lw1r: et"!W'rle.4 NttEln r•,Aru, +,. � i ,•"Et"41�Ct� •rYf W P%"kChV, P0.Ii '. IYRrCAG :FLAN6C (3aACt C9NkECTfON' Cq.t.IvpeiW4c,h 4Ar wGw.,4nVWof 9"r 4a,f hr,+t •.tl CMJ tq>tR+911rr•Q' 15r.-0 5/1311 '1 i l2 7.112. + f=a+1 1 2 D 9r,1 1 u 4 ^_mac �'1--- -�� _1_ -1/91 N In pp�t w N , 1 g r p Q " 82p 70 UI tJ. u- I 1. F@2070 c P ~ `- at '1111 I a �QFGaJIO - ----------------------- - ---_• --- '061295 z '061295 ao �c F.zpt 3/31/,90 * J" 301-011 q�OFCAI 8 1/2R ?S� p 11-6 11116h M 3 3/8" Elevation at Frame Line 1 ow ca PrO 23 rplane: 7 (X y0S0 y: i6lOg, S 0: _ . TNIS'OruwtN0 IS SEALED ONLY AS Ta THE cGMPGNENTS FU11NISNEa BV:VARCG-PAUUtN ' 1, A325 NIGH STRENGTH BOLTS: -SHALL OR TIGHTENED IN ACCORDANCE WITH THE '- - Building 94UBC - 1NtS ., - - JOB A " NQRUCT 4 13, INTS, SING ABLE STRESS DESIGN "SPECIFICATION FOR A325 OR A4 0 STRUC_,tAAL JOINTS tiSING� y'BOLTS" SECTION 8, (d) (1(. - .Code: 41vd I,d (W/.TL1, 1f Red) 70..0 p4f.:. pEa•tas A.uNIreG:GGutN10.N OMMiNB; INCLL'a NO` -T NF MA' M u a GN I TAI I GP TID E E tnE'vaa+ERrr aF'wAACB•PPUGEN -Ouno Nos; CGMP•Nr;.: i FYame - Elevat1 17 ouOi F _ E , CA97019007 000 CA _ _. '!71637 .OE 1 - PTURNdOF NUT TIGHTENING', .. 'r , call,, Ld a 11., Ld (gravik}�1 t 0,:0 pPE "' tt. (upli �k): G:.,O ''. Is PaGVIaEora+ EREEitINc THE BultofNa - py1Lce N EV OAi BY Disi. '. - - OAE 1 . ." 2. JSE 1/2" DIA. (A7�07 @OLTS� FOR PORLIN To FRAME, GIRT. TO FRAME-,,: ANO Gig TO ,' '. Wind, Speeds: paf;, aESka1BE0,.IN, @:0.0 mph •NG TrE JPPL C.IBLC..PUPCNASE.(NUER sN.µ Npi:: BE.uoal�tEa: PEPRoouEEG . BDN Con.tructi.On COR1 an ItIC• ,�.� 26 7'. 6% L9 CLIh'CONNECTIC7N, UNLESS NOTED IOTHF.RWTSE t. SEE JOE DETAILS FOR_ SOLT� LENGTHS.. INSTAliLATION 00 ADEQUATE TEMPORARY BRACING: -FOR USE-.l1N'CIL CONSTRUCTION - nB Ex a' OR.usEo,FOR,ANr Wi. .p, C- t, : 'C: WRITTEN - "pall ornER PuaPOS1, MITNGut moa ,APPROVAL OF VARCO-PaVOEN ouIL01NO3. - _: 1 OnTONER SCOTT CHARLTON. •. f(VV1� a o. LMJ.D TIME,1 5,43 IS COMPLETE, IS: THE RESPONSIBILITY OF THE. ERECTOR-, ' Grourid Sgow, I: 0:0 Roof: Snow: 0.,0 pet pN E,. eNEp'i E tp.Cp H iN0 a ma - (L1' E_PC•3 F a:�"A aaOo LOO•uON . .__ _. _, -._._ .:_. CHICO CA METAL aLaa gPO.:issi+ , Snow. Exp, Cat,,: 1.- ldrd r,"R "SAL ga N F"} "9ytNGo�M a w+G,rEcr VARCD-PRUDE%1. oR•MrcnECK Seismik Zone, 3'.: , [ I C a p �iLS 4515 SCOTT CHARLTON @uidin UOe.cat.. 4' C r a1r��r:.9 ppa44Npp� - E. 6UILDINGS PaaE R i $P� F�Yj It N GIH rrE E EET.: BE GVILOING N K AUxiliat LOaCa NONE EF r MP v SLUE .:' � � NTS .30fx 30r% 14' BLOO. - 1 UituEG BaNtNIOv caNPANT. ------ SECONDARY -. _.--_---- MARK' .LENGTH 1HK DEPTH I ESS � PKA06 W-0' 059 ZGO f5P-fD 1/2' 059 11.5 ZGA 0"-2 ME' 059 0.5 - C51295 Exp. 3/31/98 &KA a :.. •ice -17 I 1 GFAi62 OF CA1�E�� _ r t t I , t' --- p %ALL ELEVATION W . ont dn50.Ca Pro)kyi 23 BLdn• 1 P18ne: 2 iNla DRtwtNa Is IEILEO aNLr •S to IIE COMPCNENtt FURNtSNEAT bar 4FTN:D•hPUDEN .. � ✓70 r _.�., UNLESS —NOTED. USE 1 -2". .PIA DIAMETER, A-7 7: BOLT5 FOR G T LAP,GIRT-TO - _ -_ Building, Cadet _ _. 94UHC rots.OdlNtN6. NCLUatN6 1NE 1NFCPNLi CN MEPEaN, 1, UNLB ../, M R 0 0. ..IR .._ tt Ld AS 1) s0.b REwt INs iME PPtlPERTrDF vRCD•FPt1UENteuttotnc5: wr�1.L Wall $G'COTlCid - .::... OaDIE t ._, CA97D19007-000 'CA 771657-0E-1 PLANOE BRACE TO :PRAME, FLANGE BRACE TO. OIRT, JAMS AND .HEADER CONNECTIONS, SEE JOn DETAILS FOR BOLT LENGTHS. ' .... - ... Llve (`WJTrib pat':: .COLT, Ld. C9ravit I' 0.0. pRt Tt:. 0.0 ' uN1lco OnwlwtoN eowP.NYY,. v De ar It IS PRDVIOEDfM EPECIIN6 IMF BUILDING AM- BLE. PUNW+•sEDOPa'n t tNiLDER DESc. BDM COCon�9truct a Com an Itic'. O•TE 6/26/97 r('i� x WIND AND MANOR BRACING MR AN_INT.SORAL.: PART OF THE WALL. STRUC'URAL SYSTEM :AND BE PROPERLY INSTALLED PRIOR OF'WALL Aft, ROOE,..SHEETS. Colli Ld ttUpli Poe Wind Spaedl 80.0 mph CESCRtOED IN nK,. SN•LL NOT BE aW. REFRaDUG wITNOUt PRIM CUSIONER Mn �^^� `'^"•''•'"" t["E . - - 5NOUG4 TO ERECTION. _.., REMOVAL OR A4TERATYON. OF WALL 'ORACINO fiYTHOVT PRIOR AUT11ORIZATILNN IS PROHIBITED.: .. bind Exp.,'Cat, t q ;- MUSED: FM •Nr a1NER PRii,,P��iDSE M .RtItEN'1PPROV•L OF YIhcD.PRLaN.:Bu1LDtwas• LOCATION - :, acoTT CHARLTONT9l,4. .NEtEL DLDa wra asSN 3 - . 0 Ground Sno t _ ROOF SnOWt. 0.0 Pat. 5naw Ekp. -Cate[ S Zone E rQI INt I rINp �E itlR tI ?pyy011 ti, S L tr � `' 1sLLE 1t. » d". p, L "G"I@A..N» NIM}»f M.wj; oq - � E+ InZGO1 CNICO CA _4515 ScbTT CIL'aRL'I'ON VARCO-PRUOEN. gUI�...D ING�J P•aE El.3 • 4 BUildln9 Vae Cat. t A Building 1 avuntna T E - _x UNttEn ODwtNtaN. cawhlN"r _. Auxlliar Loadc ..NONE.. t lETS - JO x 3D i4 OG'40. I ESS � I . t� Y C51295 Exp. 3/31/98 GFAi62 OF CA1�E�� „ t' p %ALL ELEVATION W . ont dn50.Ca Pro)kyi 23 BLdn• 1 P18ne: 2 iNla DRtwtNa Is IEILEO aNLr •S to IIE COMPCNENtt FURNtSNEAT bar 4FTN:D•hPUDEN .. � ✓70 r _.�., UNLESS —NOTED. USE 1 -2". .PIA DIAMETER, A-7 7: BOLT5 FOR G T LAP,GIRT-TO - _ -_ Building, Cadet _ _. 94UHC rots.OdlNtN6. NCLUatN6 1NE 1NFCPNLi CN MEPEaN, 1, UNLB ../, M R 0 0. ..IR .._ tt Ld AS 1) s0.b REwt INs iME PPtlPERTrDF vRCD•FPt1UENteuttotnc5: wr�1.L Wall $G'COTlCid - .::... OaDIE t ._, CA97D19007-000 'CA 771657-0E-1 PLANOE BRACE TO :PRAME, FLANGE BRACE TO. OIRT, JAMS AND .HEADER CONNECTIONS, SEE JOn DETAILS FOR BOLT LENGTHS. ' .... - ... Llve (`WJTrib pat':: .COLT, Ld. C9ravit I' 0.0. pRt Tt:. 0.0 ' uN1lco OnwlwtoN eowP.NYY,. v De ar It IS PRDVIOEDfM EPECIIN6 IMF BUILDING AM- BLE. PUNW+•sEDOPa'n t tNiLDER DESc. BDM COCon�9truct a Com an Itic'. O•TE 6/26/97 r('i� x WIND AND MANOR BRACING MR AN_INT.SORAL.: PART OF THE WALL. STRUC'URAL SYSTEM :AND BE PROPERLY INSTALLED PRIOR OF'WALL Aft, ROOE,..SHEETS. Colli Ld ttUpli Poe Wind Spaedl 80.0 mph CESCRtOED IN nK,. SN•LL NOT BE aW. REFRaDUG wITNOUt PRIM CUSIONER Mn �^^� `'^"•''•'"" t["E . - - 5NOUG4 TO ERECTION. _.., REMOVAL OR A4TERATYON. OF WALL 'ORACINO fiYTHOVT PRIOR AUT11ORIZATILNN IS PROHIBITED.: .. bind Exp.,'Cat, t q ;- MUSED: FM •Nr a1NER PRii,,P��iDSE M .RtItEN'1PPROV•L OF YIhcD.PRLaN.:Bu1LDtwas• LOCATION - :, acoTT CHARLTONT9l,4. .NEtEL DLDa wra asSN 3 - . 0 Ground Sno t _ ROOF SnOWt. 0.0 Pat. 5naw Ekp. -Cate[ S Zone E rQI INt I rINp �E itlR tI ?pyy011 ti, S L tr � `' 1sLLE 1t. » d". p, L "G"I@A..N» NIM}»f M.wj; oq - � E+ MRnxcl CNICO CA _4515 ScbTT CIL'aRL'I'ON VARCO-PRUOEN. gUI�...D ING�J P•aE El.3 • 4 BUildln9 Vae Cat. t A Building k L rN O�aP�I a�cWp�"r�usE suLE • .& »»I avuntna T E - _x UNttEn ODwtNtaN. cawhlN"r _. Auxlliar Loadc ..NONE.. P v �ya If»F t[ . Ru... -: lETS - JO x 3D i4 OG'40. --------- SECONDARY ' ---_-« «__- .:P00 BRACING Y A "t Kildil'tf Ube Co( .i 4 ppf�f� ¢ 1j }�$}''��GG d,11i_ �POPa I RYAyy LtA ,fi iNE�CDRPEG} GSEE .. gc. MARK LENGTH '' ,TNR DEPTH MAOR LENGTH CIA ''- A' DNt1E0 QeNINtON L�GPPAHT P•GE ( 1 ZGfi; 2N"-11 1/2'.00213.H 3SO03 3:1'`2». 0 3/e°'- - .. .: Auxiliary:Loadb : NO—s .. T��a r ittGS.. ... -70 .. .. 3RDD4 r � r , 1 1 4ROZ) F ZG6 rn 1 �ROfESS ,y i, .N. W C51295 Exp.3 z:* t [i1 I /31/9& ze`-GN I at Qw — �� © OC`C072004, 0�G�V1%. OF C CALIF _ © WALL tLE VATZON ATN 011ca PrD R8101, t On: UO5 +1 Yi , ....,. , ,3 BIDS' i p1anD,,,. 3 _ rNtf enik'Ne 1s #ALto Qia.v is T15 ?w cowoeNews ruROtKo nr v\PCQ+PRUDEfI -° ' 11UNLE9d NOTED' USE 1/2' DIAMETER A-307 BOLTS FOR :. GIRT LAP. GIRT TO FRAME, FGANGC BRACE : TO FRAME; FLANGE,: GRACE TO GIRT' JAMB AND HEADER CONNECTIONS, ' BUilding.'Codet ,..-.94UBC Live Gd"(W/Trib ked)20 ps1P TNIs_n 111"', 114 14 1NE'. VIMNA teN NEPEQN, PEw•tws.mebnoPE?racs: vARCQ•PpwrN eutiolNBD. - - Wall Secondar _ .. anre i ', .' cA91di9oo't-ooD ChwE16�37-:Oi:-1',, - SEC !JOB ..DETAILS FOR 130 LENGTHS. - - _. _. ..': != .... ..:, Z 'WIND AND :-FLANGS BRACING ARE AN:INTEORAL_'PART 0 THk NALL--M' UCTUAAti-SYSTEMHIND - `- ; `_` DE.; -� Co11,-Ld(gravity)1,O,d paE, Y Coll, Ld Auplittl 1 1 6O pet-"_ '50.0 - A,VNtTCQ�ocNtNsa+ccNPiNyy.-'t'otNa tT ISt PPOv10E0 I'DAI PECTINO_TNE out DESCRIBED IN IRE, APpEICABLE-PURCHAM ORDER- :.:..: •ND sw•u'No{. BE .00 PEP�onUCEe eunceR .. tlir ar; ., eEsc. : _-: BOM-ConbtrUction•�i-'om an -inD.-' --• --= 6J26J97 SHOULD PROPERLY INSTALLED,.: PRIOR TO; ERECTION OF. WALL :AND ROOF SHEET$. RE OVAL OR ALTBRAT1oN, OF W1U.L. BRACING WITHOUT, IDR AUTHORIZATION IS PROHIBITED RA UT FR., t Nind Speed:e : mph Nind Exp„ Cat/ t C ,. OR U EO FOR ANY DDEp PUt�+OSE ITNOUT PRIOn wRt7TEN ARPPeVAL Dr VARCO-PRUOENItlulLntNDn, ,. cvsrartR -,: - _.. :.. SCOTT. CNARLTOtJ..,. - o D :, ':,ASSN rtME 15144 GYOUnd Sr16kt 0A ps C" Roof SnoW1, O,D 3 paE- Snout Exp, fiat, T Seismic 2ot1e1 3 E E i iG�,,{•(CpTQ�qy.'. ApNptl ...PP�� TQP 5�5 ft'p P iN FE t €ts°0°tl M E t B, t C N� - w� cs E fi N q i imm,� (Nta$ LOCii ION CHICO CA .. NEifl - ein0 NCD VARCO PRUOEN BUILDINGS - wt•w'cNEu - PRO ECr 4515 SCOTT: CHARI,TON 3'ry••ppppb� Kildil'tf Ube Co( .i 4 ppf�f� ¢ 1j }�$}''��GG d,11i_ �POPa I RYAyy LtA ,fi iNE�CDRPEG} GSEE .. gc. SCALE BUILD IMO :.1 tM'S x 30,tx Yd BLDG.. ''- A' DNt1E0 QeNINtON L�GPPAHT P•GE ( 1 - .. .: Auxiliary:Loadb : NO—s .. T��a r ittGS.. ... -70 .. .. ._«». 5.ECONO RY FRAMED OPENINGSTHK MARA LENGTH THK DEPTH POA LOCr MARK LENGTH DEPTH , ARA06 2O'+0' 059 1 HfAGR IOCW-H; lq,:O" ,059 LGtP. 5'-0 t/Z° ,050 a 5 1 JAM8b. CW24 II, 5 9/16' .065 8 5 2G8 5",0" .,059 8.5 a JAMOR'. CW24 tel-5 9;(tv .065 8.5 .. " AAAA, ..- .., ,. �.. I ZG9. '. ,, ZG8 ,. AAAA 1 ro 1 ZGB'J: ,ZG8 I :. 1 t �'doi It ex" o t M 1 aLA" RORSS11; fir Pv BAl .��`..____. .' ��O�y Wjgs�y : JBCi JHCS j Exp. 3/31/9 1¢ 30'-01 tff Crew f� 301«OP ���� GFp A102 q� OF-C l WALL ELEVATION AT E en: v050,ca Projky: 23, Bidgp L Plzne: 4 I415DAAHING IS SEALED ONLY A5 TD THE PA.NPDNENIS'FLNNISHED DY VASCD•PRUOEN 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, -' FLANGE BRACE TO FRAME,. FLANGE 'BRACE TO GIRT, JAMB -..'.AND. HEADER CONNECTIONS, � -- - - Rulldipg :.Cade: `94UBC IAVc Ld(W/!Crib Red 20.0 0E 1 ', THIS PAWING: INCLUo NG''NE INFaRNAt IDN NEREDu:' : PEMH NS'1HE,-.PRD+ERir}D¢ v.PCc•Pp}gErTi:,9U}LD}Nps,� f - ' wall $GCOm3ary, OVDrE A CA97019DD7.DDa: CAd771637>OE-.1 ADD r _'- - SEE JOB DETAILS FOR .BOLT GENG1'HS. q- - -' 2,, VINO AND FLANGE BRACING ARE ANINTEGRAL PART OF VIE WALL :STRUCTURAL: SYSTEM .AND - Coll. Ld ravL ffg �' 0'rd pdE' Cal:l, 'Ld' iupli Etl } 0 O pof A III TED CORINION 'cawaeNr, [T E5 PRDVIOED FDR:EPECTING TME 9UILOINa DEswteED'Whe APPLtc+eLE.PUPtHse oaeeq IEV DATE r - -"' tlUt40ER DE;c ,�:-gDtd ConsStrUction.. Com ar, - Inc a. AAAA_ .: -_... DATE - - -. SHOULD BE PRnPERLY INSTALLED FRIQR TOERECTION'OF HALL AND 'ROOF SHEETS. REMOVAL OR ALTERATION.'OF WALL WITHOUT PRIOR AUTHORIZATION IS" PROHIBITED„. t'+And Speedr 1A0.q mp.",-, Arid E% Cat. ; :C: M p. AND -SHA 4L'N0 -aE. NDDIFIEa REPRDDUCED 0R uTED: FCR INr DnlEw PuapDAUGEN NDUT " -:CUs R -..TD"E - - CHARLTON M CO/- L. O E3 L O 1. 0� nNE .BRACING .1iCllnd SnOWi' 010 pD£ Roo£ Snow; '_ 0.0 psf ' HRITIEN ASS VAI,"pDF VA,pCD•PflUDEN aUtLO1ND5. INDS, E Be EPA R Aw04 •, f.Pv f0p sqA Lr 50,” L F�Ni i� A GOOD MAH N P T.icH�Znls. III tpAN LOCATION .SCOTT - CHICO CA NE? BLDG ASSN 1S3d3 OR.MVcnec" - Sei 9mi �pZ040.f 3 q u[ N�SF�T PAL " N U A L [N`D�£ a RTaM°oa"alkgTi" D�t�us }� Eif L5 R pE.r[,N D11 p DAaW IL F6HA C p lke PRD.�EcT o. - i aS15 SCDTT CHARLTO.t �^OD �OC�' UDEN U l_ A -PR ' BUILDINGS PACE -- BUlding T)e'Cat,, - Auxiliary :GDads .:NONE G 001EI, E LUDIN NL ECr 5E of aE�P a r At H SCALE U1LD}NU NTS 30::'x 301x.-14". :BLDG.: _ A,untTED. DoNtN[DN copPAN4 r 051295 z x 30, FC i on: ruoso.Ca ProJk:y: .23 Stag: i Plonu. G,7 .SHED '. S NIS 61410140 ii SEALED ONLY Ie T6 _. - n,( C6NPCXEN{S' f1IV11 p" VApC(1•PRVOEN- .� ..:" S ee InBFaII h 4in9APT'.0m RiBhE.i•.o Lott,. ,; 1/8O1 LETER Building Codeq LiVe:Ld(W/Trib::Red i 9a UHD:. 30:o_"s[ F�3A-:pAAwINO '1Nau0tNa iNE lraPNAYl6N IrtpE6N, ?:E5'At"saNE-.bP"PI1/6r.:VAk;f. E'.O'&L'01N . OOF ...• .._.__ 'S�72ef 111 g auatg':r _- CAgy019GG7--OOd_s C 10 A� y.716]g-0t•:=i 2, ppPE=DRILLING HOLES FOR„jF,GOF STRUCTURAL FASTENERS' MAY .OE. REQUIRED AT. 11 .:GAGE.. URL N -_: _.. � I. <: R L AURLtNS, PUPLIN _ _.,.-q-.. t y Call. td 1graVlt y"1 Coll, ad Cupl O,O ' sE _ p- A uNitEO ooN, aA caMPANr. rt is "DVI L'�iroA.EAPECTIA6:bc 6WL6td6 EV OAT ;. _ eu1LceN:: sY .. -, ,-.._._... - .. ..:-_ _. : _ : _._ : -. .. "'�-- - A o, tE,..:::.. ..: ;. ” .4Ap _'. . - .._LOCATtON5;` ANO/OR'SECONDARYStRUCTURAI BEAMS.,;'.. '.•. STRUCTURAL 3, ;ROOF SHEETS ARE AN, 3NTEGF +.:::PART OF HE . ..-.- . tp) :O Wind.Speedl " ;psf: Bo,O`m tC:^os"'LLNoteE.No°trtEa..AEenawcEo P ccsicploca are iAC .MtCAOLE w CNSE opotn oA usEO paa: ANr:or�A.PLS�POSebiiNour pptGi'. __ '- _ppSO>.._ BDM '. CUSTOICR ConsEructl on: Com an _._ - -' -' Snc. _ G� "i f�vY`'�1 o o. 6/26/47 - ,. STRUCTURAL, SYSTLtM, ,'. REMOVAL ;OR ALTERATION WI',HOUt PRIOR. UTHORIZATION IS PPONIBtTEO. Wind E Ca ><Pr c 1 C '' wgirrEN ApprM a v+pco•Awc[±� oulLoiNss, : SCOTT cmtTON .1.1 o : TtK 15t4J , ` ' -- A:,. SEE JOB DETAILS FOR SHEETING'. AND TRTM'� FASTENER.:' SPECIFICATION. ' ` Orcund'Snow Aot7E 5ttdW{ 1 Snow Szp. Cat. t BoismLa"tone{ 0 0 pe!Ii ] 3 pLw�nq �i��fE"'A'�'''9� Nr<' ig°u�A 1600°0 E F" k L � TI'Mp� tsOAAw c F E 6f€g ''. _ La r`1°" _CHTCO CA-' _____NE11L OLO6'PpOASSN -, r B uFAwl�cgEu `ARCO—PRUREN � Aro ccr 4515 SCOTT CNARLTON Building Vee Cab{: a pr'SP�Q .6�`6�i let a E �a L5 _: auaolNu' - - - SU:ILDINC.7S PACE 17Auxili5r Loader' NONSi wP6PA }4u°; seILE. ; 30'k 3d'. ig i_�Bt,Db. 4 willio DOMINION C .0ANr ^ -- SHEETING -^r MARK 'LENGTH '. THK Q0 on,-(P)NT5H1 ''„ MARK LENGTH INSl1LATFtlN WIDTH THICK TYPE FACING POO MARK LENGTH TRIM r^COLO �^ NIS COLOR (FINSMI P Ia �D 1/2" 2B prckio Wn)ta Wnite :(OF) BLK3 Wr0". .5,.-0" 3" 04K PSKI... .., CTf6.. 16'-3d Arcklc White PRO 14'-3 1/2` 26 Arctic BLKB fG"•0° 6''r0" 3" GCK PSKL FAIL .ISPI Patrician BI'Anze ISP) PRW3 BW7 X14, <6 1/2' 26 ArCtid WnIte (SP EAIR ( Pakrbciah GronYP (SP)PAWS f.4'wg 1/2" 26 Arct')c white PPCF Pdtricisn Bronze {SP) PRW9 )3'^0 f/2'- 26.A1'641c WnAte' {SP1 PRFf Patrician BrohtP IKXL) AMID 10'4' Patrician Brenta IKXLI RKFf6 16,"3., pati' ew Bronta IKXL)'- " i - . i RKPlfj M PPG.- � (2)Rf'R1P, .� —...� .RKFI, RPR30 EA1G, Ph,Pl r EA1R, PRFI OP W9 -I RE (2) '. a -- - - --- -- - - - 4ROEESS �JYu1�5Qv. 1( 3/3!/98 * To 30 ,-0" CML. ' fCAU WALL ELEVATION AT On: U050.ca 'Prej ky! 23 Bldg: f Plane! 2' THIS DRAWING t5 $EALEO ONLY AS TO it@ COMPONENTS FUWlISFEO 9Y V!p00-FpUCEN 1. install, Sheeting Frad INTEHighGRAL ROAM la) THE SH PO.intAL - 2. HALL SHEETS ARE -AN AN .INTEGRAL.PART OF TUE.ORIZATION SYSTEM, -- I - SUilding Code 94UBC' � Live :Ld7W/TYib Red) 20,0. pof THIS DRAWING. INCLeaING THE INPONWITICN H,EPE(W. PEMAINS�tHE-PPOPeAr.Y:;aF."Rca-AUDC UILat as, Wall ''Skleerin - IXAIE r.: J09 r' - - TE gEMOyAI OR ALTERATION WITHOUT AUTHORIZATION IS P.ROHI0ITE0, 3, -SEE JOG DETAILS FORc:$HEETING AND TRIM FASTENER SPECIFIC. ION.: - I' : ,. Coll.'Gd. /{ $avit )'i 0.0 PEE A.,UNITEO. OONINtON .COMPANY" P` N d ..r.... tT aG.PRDymtG'fOR-EPECTINa THE7 eutl0lna:_ �: . .:. ,. ,_ -� vu[LVER-" - _.... -- CA97019607-06p 771637 -OE -1 vA1E-- - - - AT .DOLES FOR WALL STRUCTURAL FASTENERS. - 2, pbY~BE fREOUIREOBAi - �. CQ31, Ld'; (11p1:�(C) j O,0 paE .Wind OESC.1 fiEa IN TME .APPLiBABLE..PUPCHASC OpOEq. AeP Nvt:BECNvvIEtEas .Y OA1 aY OELC.- BDFi _'..Con9tni.t�On Company,Inc..: i C=== - It M 1 AGE GIRTS, NESTED GISTS,. GIRT LAP, LOCATIONS, :ANO OR SECONDARY 5 T RAL BEAMSPIttEN R TRUC V Speadi 60,0 mph ,Wind Expo, Cat. I C 'GrOUnd -EEILL REppcvu 106'/26/97 GR DEEFep AWrvarHER punPCBe WITHOUT PolaA: APPROVAL OF. MARGO•PPUDEN,PUILOINB$, CUSIOMEp." SC%iT CI{ARLTON Ltti LMJ .;ME ' Sr$nOW: 0"0 POE' SHOW Snow, o.d PDE :$riow Exp; Can 1 r E pE A NqTPA r ANpI R TOP �.6y7`{�C a.in$s��rXp "'€€t5Gao0 " : Lx"rroN CIIICO CA .'.METAL SLOG MFG A55N VARCO'-PRU�EN UNAe7crec Building Zone: 3 j" o LA1Cyp�"�LSAPEVg1' ¢€"I@"P€ yFSI9y!}4,,1vaas ._ PpvuEcr :4515 SCOTT CHARLTON BU ilding, Use Car, i- 4 pAkp a It G"pU qqY 5 "CuoT'C R. A�LI: BuuvLNa - - BUILDINGS PAaE � ''AUxiliar Loads NONE OP r`ENP� r�G:ct�'"a. i c t SE SCALE NTS 30rx 30!x i4i BLDG. ATIN. oaMtNICN cvNRANV •-_. y INSULAT3QNTRIN s--------_ SHEETING MARKLENGTH TMK COLOR (FINISMJ MARK t,ENGTH WIDTH,. THICK. TYPE FACING PON. MARK a,ENGiH COLOR (FINISH) - - I JSP) SL0 afi"3+ l R1 ,� PRW3. 14'-5 i/d" 26 Arct)c-White (SP). .., B4K5 :I6'-White D" W-0- 3"'`� DLII �PSKL EAIL Bro0Ete patriclonrttic e - (SPI ' tsP) '� BLK5 ':J•-0 " 6'-A^' 3* BLK PSKL E:ASR Petrldian Bronza :(SPI PRW5: : '2'-4" 26 Arctic Hnito tSP), PPCi - '. Patrlclan Bran Xe',:(SP) '._ PRINS 2'-10" 25 Arctic 'White (SRI PFF! _ Patrician Beanie (Kal) - ;RFRIO '10 0Patrician Beanie(01.)- ARF16 'IG•++3':: ° RDtrlglan Bronze (K%L1. I OF10 10'-3•. .,, Patrician Branic (SO) I OF 12 'i,2'-3' Petrlt7$n Bronzy (SP) 1 HTSiO i'0'-6' Patrician Bronze -.($R) ". '.. 1 JTi2 121-3" Patrician Bronze ISPI C A _ PPC1 ' 121 RF[tltl, RKF16' - - �� y-RFRitir RRF15 ' : ' " . lA14r PRFl wc .:.P. f I p Mp�•Sl:,; ip 1 �1 �:� r m� d ii p�,�1 Lx,�d i .,,t L OESS O ►21 �I;Ics---°•I �`� �y 4•'Wgs9�tE� �-- _ � .3/31/98 >♦• J},��CJV11. STALL ELEVA 1014 AT E /�a�R- On; u05b,c3 Pro1KY, c,' '�f7�(jnd� "4 iMt4 thAMINtl 1517EALEG dM1V A4 :itl iNEad PdrtNi4 itPNIS EtliBCviata-PPUOFN- 1. install Sheeting From.mi n Polntts) to Low Point SHEETS AN Building,. Codes -:; 94UBC tNts:GAAMING tNtLUpF:r t "-atomIDN EPEW' ouctE.r - we0 L WAIL ARE INTEi.1AL PART OF THEf UCTURAL:_ISYSTEM, REMOVAL OR ALTERATION. WITHOUT PRIOR AUTHORIZATION •. 'toll, Give Ld W.Trib Red)-20>O df (ravit ' oF.,. t 6{�eeo pew s. AEUN'ED ENrrlo°E'vli�gw-P ENtBUILDINB, Wall Sheebin g. __..,. .. - � - �'. CA97019007=000 'fi 771537-0E 1 EE-uGB DE .AIDS .G- 5.. .- IS PROHIGI-,TEO. a..5. ._. T F.-R_. MEETING AND. TRiN FASTENER __ -.:.: '.,- - -- _ Ld 0.,0 Coll, _ ) P "' A.uN�TEc.11aM1Nim corvAN[. ..::: ET fS.PabY oEb •id1.. EP t lN3-i OU1Ltl1 NB -I ,. sEY DAN BY BYl Lt1EN -oEsc. -::<BDM -. _, -._ '... Coiisti'LiCEiori Cei.IiB 7 n Sit.. :.. ..: _.. tlAiL_ '- 2 PRE-ORtLLING:i/e .DIAHETER H04FS FOR WALL. STRUCTURAL FASTENEPS MAY BE REQUIRED AT f i GAGE GtRTSp. NESTED OtRT5, " ,Ld -(uplif 0:.0 paC - , _ Wind speeds;.;_ 'BO.tl mph tlEsegtoCa.l'.t,t'.PVLiuBLE:wwcNSE:MEp ANo,MALL NOT BPMOotFtE1, PEPPoa MU? ds bsEtl POq ANr arMgq vuaosE Mttnout vPtaq ...,___. o .. - -� p - r , .- GIRT LAP LOCATIONS, ANO/Or SECON,OARY STRU STRUCTURAL B AMS E Wind Exp. Cat. t Q Ground'SnOW- MgtTTEN AM LL QV^YAP O-MEN BVI atNbS„ ,SCOTT CHARLTOtT LIME _. METAL BLDG MPO. ASSN 15;43 - �ocettoN - CICO :, CA . . 0.,0 pel: Root snows 0,.o pot snow Expo cat, t 3.11 j�Es E���/y"��Qr�iP. `pPPt��tl pM A iso Tow Qu oiW .F'""'9 !'"This - L o �� N 4n CS L N N odAM a �//Ai=1C0-PRUO�N..: on.+ �rq,Lu _". rPo.,Ett . ... '., Sdismid toner 3 .. u idifil;ar Uae Cae. l A c't c P C N I�LB �yrp� � �„ 45Y5 SCOTT'CF{ARLTON BUILDINGS SCALE' -:NTS Bu;wuw I e, r 30-x 30 k'::i4 8LDG:. _.. : Auxilia ..Loads NONE Auxiliary t e vaV.i�Ma�Pdr'UPlclil. _. A. Lwtteo DOMINION taMPANV -) f. . _..._.__-._.. .,-�. SWEETING -------------- _. INSULATION.. 1, Install :Sheeting From, RIgnt to 'Le .; .. - '� 2.�NALL SHEETS ARE AN [N E - - T Gii.aL . AR! VP 'HE. 'STRUCTURAL SYSTEM. MARK LENGTH '. INK COLOR (FINISH) MARK LENGTH.. WiOTH THICK- TYPE FACING. GUOJ['.b _:fF+970i90G7-000 _;C PRW1 dY . f4'- dG Arttft Wnitc I5PJ in 0n 5,_0» 3'-0• 1° OLK PSKL, ,. X-UNITEcm"INION:CONPANr•, IT:Is: PROVICED FOR ERECTING TIiC.: BUILDING OLK4 O' -O' 3:". BL. KP59L... o\rE "- : OPI LINOJS H WAASIENERI._PEAL FASTENER �. PPE-ORILIa NG 1Jp DIAMETEq MOf;'ES FGp::WAL'4 5TAUCTURAL FASTENERS pat_. , :Wind S :abdt 80,0 m h P AND Steta IN'.TNE-APPLIC\D. PEUPODUCE r,RDEn. ,.. � AND s++nU ND BE NGGtitEG;, AErAOGtA:EG .:.:. �N77 Dn:' uGSD•C'd ':Prajkyt '23 Bidy: I P1aRO; 5 iNIS.GR\MING IS t€IiEO ftiaY AS"ia THE SGNPGN€NT9 Ft%WIENED BY YAACO=PRUCEN ;. '. :..." .:.:. - - _ 1, Install :Sheeting From, RIgnt to 'Le .; .. - '� 2.�NALL SHEETS ARE AN [N E - - T Gii.aL . AR! VP 'HE. 'STRUCTURAL SYSTEM. ;Buildiny,:Cotlae 94UBC: Live LdIW/Trib Red$ 30,0 puf RAM . - UDiNO INE' WOrlAutiON.NEAebN rds o tNc. 2ucL f RENAINeTHE,MWERtr OF VARCO•Pr�.x1EN eUttolNos: ''' - Wale• 8hee 3:T1Cj GUOJ['.b _:fF+970i90G7-000 _;C JOB \ 771637-09_i ; .. pE-OVAL OR- ALTERATION' WITHOUT}PR50R;AUT ORI2 TION R .. IS P" OHIBiTEO. ;5EE �08N A c FOR.SHETrtM Aho TOR `. _ "CCli, L"d iyraVis �t'b.d pef ':Cola} Ld.,(ulSllft�t. 0,0 X-UNITEcm"INION:CONPANr•, IT:Is: PROVICED FOR ERECTING TIiC.: BUILDING _ UVILMR EV OAT BY Ind._ , -- BDM Cbttstruct on Com an Inc __ o\rE "- OPI LINOJS H WAASIENERI._PEAL FASTENER �. PPE-ORILIa NG 1Jp DIAMETEq MOf;'ES FGp::WAL'4 5TAUCTURAL FASTENERS pat_. , :Wind S :abdt 80,0 m h P AND Steta IN'.TNE-APPLIC\D. PEUPODUCE r,RDEn. ,.. � AND s++nU ND BE NGGtitEG;, AErAOGtA:EG .:.:. �N77 _ ,; o . j ... CUSICNER: ;I -SCOTT-fCHAciLTON": " ""' TIME e" 1.•744 .. -. MAY OE REOUIREO AY It DAGE GIRIS. 'NESTEO,GIRTS;. GIRT LAP ANO/tIR SECONDARY 'Wind Exp., p'. Cat. C cR USED Yoa pTNER OSE'"ITNGut PRIOR AA2TTEN.FDA NIL T Y� CO•PRIIDEN.BUILDINGS. ! MEUL etOO Ngg AssN, LOCATIONS, STRUCTURAL.'OEAM5 ':. Ground,encwt 0,.b Pmt. Roof Snowl 0.o pat' :Snow Exp.: CaE. s Seismic wane! 7 N€ E A tR' TgR \ / [a TOR 05 ANI �(Jl friu A'1s°GOG j(� [ y iwrE'IyVS4Ejq,��.3�& R[PEN"" N 9GAe�li�4' �QiwPPPFF.'�Gs; 5yy" � : LOCATION .: !`!tiro CA UPAe/CNEC" VARCO' PFIUDEN �'. PPDU€cI 45i5 SCOTT CHARLTON 'BLLildin -llaa Cat,- 4 \ ET OFzj BUTU.OYNGS: uaE 7 I .- eURotno - Sc4E .,'NTS -.-: 30'k 30'k.lA1 BLDG, __. ... _ AUxsllai .Loads NONE o�r4i n r tt LuG AE'Ft GSE � E i.d' B;tY */, awtlEb..DDN2HIDn CoRWi.'NY7 r µ4-- SHEETING - - TWIDTHTtONTHICK A .RK LENGTH THK COLOR IFINISHI MARK LENGTH 0 TYPE FACING .:.. .. . PRWI, 10-�4' 215 :ArctIC Wnito ISP) St,K3 i5,;, -pa G' -OM. 3" DLK PSKL ., ��� �s Q i [iCK4 15'-G+3. OLK PsXLr 2 30+-01E __9-1 of ! 0 dAi HLK4 ��� �s Q r 'C51295; z 30+-01E __9-1 DO, 3/31/98 J} CIVIL O���Q' A WALL ELEVATTON AT N OF CAFE ORl Uo' OQxq Prp.l KYt 23 ildg; 1 ,Plane, 3 THIS OPAWI40: 15 SEALEO.ONLY A5 TO THE COMPONENTSf(AiNISHeO OY VAPCO•PAUDEN' WO • �E A ,ro9 a SneeLi From :R. nt'. to; .LEE tL -' 2 Costa ii m (gi4 , 11"Iding Code, 11USC Life Ld (W/Trb Red) 20.,0 psF THIS GIAINd:�.. ENCLUOtNG THE iWDANAi EON'. HEREON, PENAIhS INCTHE PPOPEaTY W VAPCO-PAW EN 6U1l0ING5, Wall Sr1Ge�1.I1 ry ' : J. CA97019007-000 CA 1791637 -OE -1 E .:S ..SETS ARE. AN" INTEGRAL PART'.OF THE STRUCTURAL SYSTEM, 2, WALL H .. ., ki :- REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, ,� Coll Ld. (gravity) , 00 psE. (uplift 0.0 A,uwneooGNINiGN cOwaANT.... [T Is.PasnatO.Foe tattLtha. THE.ausO Nc tN. Nc APP ICAOLE PWCHASE GAGE" Ey PATE eY uESc,Construction--.Comonnv SDM 7nc._ OAtE, -' -6/26/97.' SE JOB DETAIL5'FDR SHEETtN AND TRIM FASTENER SPECIFICATION:` 3. GG 72 PPE -DRILLING '.1/E' DIAMETER HOLES FOR WALL'. STRUCTURAL FASTENERS( toll, Ld : pet, Wind Speed2- 80,0 mplT oeswtdEO AND SHALL NOT 9E NOO�FIEO.PEPN000CEO. OR USED Faa'.ANr OmeP. PuaPdsE NITaOUP PAI Oq OustowER SCOTT-.CHARLTON � �^^-"'"!'' -- 15:34 HAY .DE. REGUIRED',AT 11 GAGE _GTRTS., ,. NeSTEOGIRTS, GIRT. -LAP -; ANDT•OR SECONDARY STRUCTURAL dCAMS Wind Exp. Cat..n C. GroUpd Snow, 0,0 psi Roof -snow: q,0 paE CaC..: 3 wgtTTEN APPNOVAI, Ov VAPCO•PVGEN BUn.OENGS - E A NTPA T P ANO P TOA `' s G�L y1"ir&A I GGpo NGN" w, [ n T"Iii "I9 ` AT a OG I HtDEnrt cH1eD cA NETA.ONS, VARCD—PRUDENSnow:Exp, VA.1 Pap.rtet Seismic Zone:.., V5e'�.COC, 3 " ryC F�P¢g fO Np SOA WIN A .PL11�.egVA�i p°: k"Ppqq`Tc���ti+'j^1(•p1�,ppOTSAti5 �'� LGINELT - '.4515 SCOTT CHARLTON� BUILDINGS A 00NINION: �dNPANY GVIAUING _ 't3LDG.. ... Betiding Auxiliary Loads NONE y &��Y E�' LUO C'iHE USE SCALE aE MpgPPA r. At iib. _.. NTS, 30' % 14'. 3p'x - UIIETEO - - ENOWAu 9 eASC ANCLEr(oaj " RKf=j $CSA -Lrw ,RAKE tASC,A. 3111CH FSNN CpINpEO EIA9C PANEL RU (976x.) 5?Fr, ^ROOF WALL SIRUCi tSYR // CACE ANCIE PANp R'f� WALL SNOWN, NAY 0f PCPAAtLttSj(95769) A t - PEAK CAP P R81NY. (A3lol) PER PORLIN� 1 NOTE OLONG LEG ON toi+ O++SC Oq , ( (RKf j 1 (80+ 8C7 OR RAKk PA p ASGA - 70 kLDOR . PEAK CAP APPLY 'Ni . %'-TAPE — WA4l 51RL'! Gp TOP OF AtE A55EuR4� MIN 1" - U#StIC (80140] tiNOER SN (90A••) CURB WALL (EA.) (iR5 EOOE tlf PEAK CAP \ 7 PER fG.' AiTA, W7 8 + Pr RtvErS U � S . r ' �. (99769) A• ;. i h A107 6CLtS RAkE. AjNS' p 'NOTE ECUH568 SE A179 RSPER t0 !0•• fpt Cc PLETS. RKACB) a 6 A.pI1RLN5 S I 11 �'�.. .,. HAUNCH —11-1 to ORALE Roo $Las RAMER RAtiCR BRACE ROp�..(FB+) FLANGE BRACE •� TYPICAL .G (7N ADO] DLIS Y QC StRACHT € A M"REO BOTTOM IT Do 1 pEOU REO oS wIGSVE AWOiNINO, P,RACEO WASHER. 0 AT BATS 441E t}4'S SHOWN t WASHER WGL5�7E .'WASnCR HtAT q=$MCfl '..- EK N1 I .WALL BRACE- I RGB :. 8G75 AJ07 TYPICAL N. V, tYPlOAL 4W .L, i I 1 O) 2 ti I I (-' FLANFE DR C8 � / ) OR p3 He &I.S `"' A401 ).. 1 TYPICAL LIN, - ,) �•2. :^"i'i""�`.I: ,` 4M ARE ST .4DARO nE VAY 1M, HEX NUT RDoF D N 1! 0 t f p Rop � �Td..) a ` s vEB 1 j jl ; WALL WALL M AIDEfl9R2,rO.LCCAn04NIL;$IOE t_CL n .E. NASN NVIFIELDCUT $,{ FRAVE DQGIS RR 6,fRANE BOIFLAT 5CAEA SECTIOH''A-A nT 9GDF : - ROONGt[o- Nt INT N CA" GIitS AT INIEREERENC' COtu\'N DEPIH BRACE LOCATION FGGSPtatt N' DIA. A]75 80.1;. ROQ$ PT RIpGE p WITM',-RQS$ .. e• - BRACE •' QR1LAN RA Ai E4f KB• �� ROOF ROD BRACING ED00ROD OR GAGE BRACING AT COLUMN BASE BR02A1 ROD BRACING BR0281 WALL FLANGE BRACING ' BR07A3 •. MCAACENNEV ... a Aa. ARL..Lar9LQ WALL FLANGE BRACING BR07A4 a�3etP(ATE 4C1PngTEAOR�GAC «T S1D6WALn COLUMN INDPOS e �\OUT$ET E.W. NCONTINj0US & SIMPLEI FULL FIRM 'E.W. CORNER COL Lj__j. .. 90eUTaS7ET,eimn\AT hart w[N iAO AN0.4 SLOr$ N7 AG:AOCNT .. RooF PU9UN$ A0.64i A.N.N, X�Et?'BfkO A AhCLC TAa Aho ARACH T4 PUq.N w/'A PMK11N v, + ! H` 51RPCT rCN4 (5AW07) - SCIF tLtINO.TASt(,NEi OR::➢DLT I � A' G NTE RLSNE pF °VflLIN'GR HIGHER. 1 f1EW IT 1, LIE VP FRAMES OR SUPPORT 001A 1' INGLR SHIN AS- 4 V,' a • • REOUBEO ! 1 . . HENT TA8 .. FTA'; ROO HA4 R CC 0R NNISTflbi AS NEEDED. ASOLECUP Bikt5. 4NIStAUTS, ROD NAgUE.R ANP CGAVpAa R4T QY VARCD.PRUOEO, PURUN 4' UA%. LADE (414 W AO01 80115 u j 41N, PITCH �.� .-' ' TYPICAL BOLTING 77EE 1 .,�J \, 1 ON CANOPYCADE "ry._. .. NII CONN EGTI h5 •)I ' � I I U ...FULL fRA I .. RA4 . C nBlAy = ' ' i 49 A.125 BOLTS (49060) FILL .AL1, 004$ ♦.ti q MAY BE SIH,UppHT ® 08 TAPEREP VCVOCR Q�J SHOP, wcf h 0 to RARE flEAM FIRE 'Po"N N t OE CAPABLE DF R'so PLUS wT(G 7 aif WATER FILtEEO PIPEEttEq CODE 0 HER 0—INCID LOADS Ex -ml Do ' THIS W' oR cE S5. DE MIUSQO NOiS T . -O.E. R. Its CLIPS, PLA'ESOR BOLTS ARE NOT BY. S RQO PRUOEti ':,. :I 1( RAC7aR $: DiE, ^ FLAT SHIN PEOUIREp AS-•-�+ BEwEEN BC{;tS � i �� $ AO CLE µ ,'COB CRIII, On FRO WELD SUSPCNSION ANGLES 01{ PLATES. � {SA -i - - .FIELD 'asLgWAPLE 1DAO�. k 1 0 PER -PAIR pj` iipLTS FULL F FULL FRAME TO MEP i.. ,... _ r INSERt .,AC:ANOCE fAB INTO: PURL,N SLOT$ CONTRACtOR15 4D7E: ANv LOAb5 pVEH: ti0O 185, APPIt [p 70 wt'.MCuums -SUCH a5 HVAC. GOR BHC.: OUgnN6, PU+E";5UpPORIS fTC. -VU5tB LATERAL Y " BRACED 10' THE NAIN� HUW01 b'S RA ' R Ey L N. ``AtE. 4. LOAD E95IiNO ELEVEN. . 1,, KR5 PER INCH OF WELD YATNOUT INSPECTION - - I. 24 KIPS P[q INCH OF Wl1D WT iN tNSPECpCN ADD PAIRS GF. POLIS OR WCNES OF WELII 106011 51 i, pESIRED 5 Ii.-. : 1'-b' NOTEt. FIELD CUf SHINS to -.DIMENSIONS, :1 - ,t - -. {Ff;to OR fFO2.1 `�L : ,AN DEAD FAB FLAA SEE ROOF fRAVW .. _ _ 4 'QRAYA40 FOR: LOFATIOry q S.(PURUN -' .0 qC ND STRU15 OR PRIMARk.FgA4ES) AS REOUIpED BY: GDOC CpNCFN1 A7ED OA .. 0.0 LE55 11iAN.. R.. p N C A S _ 500 48S .MAY BE: $USPENbEO' . 1 :DESIRED O .ACHENE pE51R(O RESULTS .;. : " FFCI!. I/2 AJ15 HDtTS): 4! OF'SAG ANOtE.RUNS. FOR SEf54,C'.LO,.LpS. HRAGNG MV 1' E. PROVDED A ND'I T a q $ P A rS ALLED BY'CONTR Ci0 AND VU57 RLs5T LATERAL LOADS COUAL 10 THE wEIOHi.OF THE SUSPENDED . yS�NG CLAMPS...11 W FROM. EDCE Oi. FLABUE), CaHC[N7RAi[D LOADS SHANL NOTE f FD USER OEFWCO COtcATPRAL 5n u ILLI VA •' FSflOM 17fl�AG DMA IA , E LER. L. ENbPOST GAY: SE - : FFC2. 4"AJ25: HtriT5 `CAPE OR PLATE - `../.. -.') - : PURLfN "BRACING tiNli OR A5 REW RED Al' GOOF WHICHEVER IS LE55. - LGApNG INDICA(CD ON ME PURCHASE ORDER IN VR GAttULAH ONS, BR09A5 SUSPENDED LOADS ENl OA1 SUSPENDED LOADS EN10A2 STANDARD : SHIM PROCEDURE EN20A1 ENDPOST TO FULL 'FRAME PF10C3 sac ANGLE NsrALLAnDN d,n•,w A01p;7 - � FRpM AURL;IHS r 1QQ: L.B. LOADS OR. GREATER iem•IH Rle/Tin\ .r `' .FROM STRUCTURAL. BEAMS - ,. b+o,tH m7mnf '. _ _. TYPICAL AT ANY 90LTED CONNECTION l+lo•m mrnm' .. :FUEL FRAME ENDWALL mancT Aen'nA:.. F\" . TA• TAPE MASTIC CONI. (80!90) W+14 . 4j' ROOF TCN 1'-O' Y -O' 1'-0� •^—.--*-- 'W-14 _ FACC OF 12+.AA . t Y.` ROOF STRUCG RANE FASCIA WALL PA EL F (57+i•) O 72' O.C... ry v FACE OF .._. - 6p F5NR ,576•. i - ( ) ANn+tAP1LtARY BEAD—'�� : W' AOOF SR7CH FShR (576..) C' I • I � . FIRPURLIN AND 1 PER $PACING+--•- ,.(RKF+) --r-+- Stgifll 1 H' FSNR MM SOLE pLNi. w0"m wEAmR MAN w gp(IOY of L'\ 5 !. TAPE NAS114 a WALL PANEL I� I PANEL RIB NAp1E5 A. , . `9N)SHEET - '.)2+i4 a t �a" ROOF I ) ROOF SnEEt �-'- CCNt. ("ll I V' '. � ygplES . STRUCT FSNR (574••) I 2 PER FOOL - .. �_. "� V Y•-1(. W' ROOT` H!7_ r$cR (57 ••) ENDLAR k RIDGE CAP :( PER SAAFLN CINt AND Y a {II GAGE ANac IFAAIPISTRUCT iSNR•(S6At),x`"z,51)w.�7. .:_ g copn� (801 o) PURUN BE ARINO CDOE STRUCT FSNR {574..) PCR frA y,-14 A ROOF STITCH FSNR (576•,) INTERMEDIATE PURI IN 2 PER FOOT I^ F4 N ^T CLOW RIB O's.0)E CLOSIIRC BOfAa ( ) jv!yR � i u ,•r,P'.se� i PER PURUN. ANP so �� � ��W-T4 , 1 W' SiflUCi. L. 4.. S"R i V+• v, SEE SiRUCT F5hR, {571..1- SEE gC04B I f0R SiD PA1tERN I PER SPACWG •(ROOF) •- • I . •. 1 + iShR. (t PEPPURLIN)' .,;. NOTCHES PANEL I ITB WA LL PANEL. " UN PURE SEE F09 UL90 PATTERN 5TRUGT FSNR ST4.. 7�PLR Fbpt 9UILiANG /(' Il . W' WALL'— . 1,CH. f YR - ,565•) 1.- p QD. .. LOWLR ROOF . c04B SEE FDR25F4hPAriERN EAVE PANEL SID L, RATE A OLE RKAGO v 6 W PURLINS 4RKACB) O e.W PURLINS FASCIAREFaAEq (RKATt)OIT`y*PURLINS o(9FRto) ��. SHEET ` RIB: ROOF " PANEL RC03B1 PANEL :RIB ROOF FSNR PATTERNS _ RC0401 PANEL RIB RAKE TRIM (OIAPMRAGM ROOF) RC30M1 PANEL RIB'' ROOF RC3388 PANEL RIB ROOF RC34 61 PANEL SoDEA. ,eei\n STANDARD FE PANEL PANEL RIDnWALL THRU 2:12 NOTCHED PANEL R'6 WAL4 i cum- RIDGE CAP ENDLAP ae.— Eum- t. olp, lNeumiNR MON. jLS'HIS' . ERECTION, D:Try �a5 ra, CA_9771637-DE4f REV Oli[ BY pE$C ( BOR Can$truct7an Company. Inc, " a•fOHIuGI$7 . OCSCPIBELLOXENPINCEAPr FILETIMASC GgGEg7h95. '"a'! GuafitOER SCOTT EHARLTpN PAYS ar SEPNA��MU[0'PPIpP " NRI LEN PAL GVAL pr YAPCG• P p,,E'L E){p. 3/31/98• TNCi ENE ;Ni PACiGP ANb�CREa CT0ADIfi CC SCLCLr PE ON;taLE FOR\CSMR,iF, 0000 OuiLTtY. NCaNr,XSN P IN EPECT INS'TN 5 RMIl0I40 TN: 'CRNFGAr,N LOCA( ON . ) CHICO, CA - +I.I htl.fD klv .11d -„_ � r'T �r np C . V.ARC0 PR000N BUILDINPS C�. NAG, ar ,N _ /'•.'� _. `A v. `_ .11” 1N15 CHANTS. 0ET\Il9 PC(EPENCEO 1.R IN15 CHANTNO ,Ll APPLIFLRLE �'. COY1P.pAugEN P[C7IOq 9Ei1)LS AXG ,LL INGU57Pv STIXGAPGS �ER ATNiXG 1a OPOI, EPECi7CN. INCLuOlHO HE,C "Ect USE Oe 1EMPGPART pP\GIXG. PPOJ.-: II,rE - 4515 SCOTT CHARLTON SCALE' 91.06. HANE '30': 3D'e 1q':OLOd '. Pp n I O /•O' \MAI Teo 4dn(PIRA CPea\np HAUNCH —11-1 to FEPERENCEo IN 1.15 ORANINO.'ALL aIPLICAEIEd515 :SCOTT CNdN4.�gN V r I VARCO•PROOEN PEC -ION OETAELS AVO ALL IIquSIPT BUILDINGS SIahAAP05 PCPs 1 W TC PROPER EPEOTIW PlC6 MAMS1 Lnl t50., OwlPlon C6mPM LEMCLCOlNo INE COFnECT UEE tErPOPAny BnACIAP. SCALE 3D'. 3q'x l4' gLggr )I'NDA I A T _ PROGT NORTH N.'C:S. W- 1r 1 nC + 'Z V :+N'� 5F1%a.l. W (�7 F-Q4'i�7F - `.� 51.AB5 INu%s 1 - ' TF5 CUR Hb f'bUF2! OF _ 1 ALL ANGHOR• BOL'f5 SfuJ.1. BE HELD FIRr4,Y IH PLAt,� YU1H PC'(YkWD 17�1PI,A _ -I.. tax OOHGREfE,- . Al 9 itMAZS NO WAS M Q v�zAfE G'tE A EU.T , Y I. R I ACED GT;OR f'tPE51� (O.D, J SFNCL NOJ',F.k'L" X076 Oh THE 5L%B T1i GYNE'.�i �5'ra 5i'EG FIGAI-�. 15�"! ' SUB. afM 9PAOI * 31 WM AD.1AG00 Otw Mac A13) 5f4V1 LeGAtI� 1111} MDDtk f!3 OF 11 1 AIL 0 HI A won Cnt10QIi5 c+R PIFES. SHACK M 2 TM LARbE1R ►MAX _ ,, � a{�1.L 8E FORCED WITH A �!4 � i� IR1.�5& 1 All.. FFb.P�GTIH6 CONtt�25Of` E'�.A1't�i. C.00I�F1f15. WAL4S. ET4. FV+ 3CM6H:yaKtT[II@t7Vt.11S:Y "-.�.LU .... ....� *A�� ./..�,�yy.:yvirr`. �. ' .TIG'T,w�..1f1G'G4AIWS����SakN�'3'1i �;�DING DPARTMGM at REi�INHNiSP�raAl"u cT,a d. F 04wTft a+ OF RATICN " w ... '�. j �y �^--, fig. ��; � i" Q`a�..J ! 5TCe.: L X301 L�I0C. l" A 17'��l /� 1e)Q �] .J L F G /�I t� ter `�' (: � Ac t -n 4 �' t (� r� J Ml w o: a -- ( i^ vet stir m