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HomeMy WebLinkAbout017-030-046} 1-1=35=4'6 '1689-91E CORDES' Ingrid/�2aur� ! TY:,•{ lo�o Rd,. Chico41 Il r. (elec for-well'and lot development) 1=35'=0-046'"-" '� t�"E. -CORDES &,.:,SEABURY,; .i. NTR:.. OWNER 1366. CENTER.V I LLE,,RD CH I CO'! W :GARAGE",' , .yx� �s ,lI✓$:.;/'� - 11-35-4 , Permit#2679=91B,P,E,Nf''r (new s— `•. • Y 1 - ' yew � de�X' t r r ' 1 f / r' R -- N IAL 9a - -35-46 WTSIbC '(EEHEEb IICORDES & SEABURY 61 . i'1iel�n Rd, Chico (new sf) C`�rltrc.rl� X10.( 340M . 8 -y2 PO 5 a- Yd h o �P _ yW 6 - OFFICE COPY i Address GAS �+ �—� Date j Meter By ELECTRIC a Meter By Date - • rt-� Jig JOB FINALED (Date) a Signature -. a J_= OK •O Not OK '-=Not Applicable MOBILE HOMES ;= Not Ready- ' Date MOBILE HOME UTILITIES (Plans) QK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete ,•3 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ /" L"ft./ /"LPG T. Well -Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 134;; OK 6 r Not OK ' N'o Readyable RESIDENTIAL 'Date -UNDERFLOOR (Plans) OK except ti's' - . - oning-Setbacks-Easementsood-Slope Main; Soils-Elec. d. A" Ftg. epth - Ftg., Garage; Soils-Steel-Elec. r . (J';' Ftg. Depth E 4. Ftg, Porches & Decks; Soils -Steel-/ /Ftg. Depth . Stemwalls, Main; Steel-Blockouts-Wrapped V fete walls, Garage; Steel -BI kouts-Wrapped mold Downs and ec Anc f 1 Slab; Steel -Wrapped tPi n -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 A0 =•: Single Duplex)'. �_>; dr ":"U�, Date FA G (C,ontinued),.�, .1 r-tr 4-,f,k _Sn;p! - -tr I an _s -Post Caps -Anchors -Connectors -- Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss'Shthng. ing� Fireplace Ties or Type.A Flue -Fireplace Throat clearance is Access;.Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm..Windows or Exiting Doors -Sill Hgt. & Dimensions -60.-Garage Fire Protection Framing. -� --- — perty Line Firewall & Openings - --_ Ext. Doors -One T -Check Garage -3•,+ c�E - 5keirs: Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers 19. . Gas Pipe; Size -Anchors - yard gas piping: size -test { ---------- lator-Service Test Underground &, Pienums & Ducts; lea ce- aterial-Support-Ins. Gir _s SillsiEnc Btilts oists-Vents-Cripples 15. Access & Ventilation 16. Insulation {. •;- Date Card B-1 Gt s Date S j q,, Card B-1Gc Date rjv f<g AZ Card B-1 (, r Date S, 2S,. FCard B-1 CT Qt Date PLUNJ G (Permit),OK except ft's 1 ter Htr ent- ccess Combustion Air-Baffle -----�' -/---- ------------------------------. _ ester Pipe: Test & Anchor -Nail Protection --- D V.: Test -Fittings &'Anchor -Nail Protection --- -------------- 1r1Swer Pan: Test. First Floor -Tub Access --- Test Tub & Shower, Second Floor -Tub Access ---------------- ---------------- --- Gas Pipe: Size & Anchors --- _-- _ - -- ------------------------ - — - -- - -- Date _ Z 7'� L Card B-1 Date Card B 1 --7 ---------- ---------- --- ----------------- Date p A7Sajd B-1 Date Card/13-1 t{ Date ELE RICAL (Permit) OK except ti's F' lure _& Transformer Clearance - Ins Pro ion S z oxes & No. ofConductors-Stapled --- - Elec. Rece tacles Spacing -Lights &Switches at Doors ------- lir---------- -------------- ----.......... —------------ . mex Installed Close to Edge of Studs _& C.J. ------ uip Ground made up w/Mech. Fastners and s & Wa - -- -/Ey- ---------------------------. & --- aT 2 Appliance Circuts i Kitchen & Conductor Size/GFI -------------------- ------------- --- - 28. Subfee ire Siz / r Cu or AI-A.C. Wire Size 11�1 ga. Cuor ---- - - ------------------------- --- ----------------------- 29 Range Circ. !/(�ga. Cu or AI- ven Circ. / / ga. Cu or AI. Insulated Neutral - Yes- -- ❑ No - - 30. Service -Riser Conductors & Ground -Main Disconnect - ------- -- ------- -- 31 Equip -Clearances Panels Motors-Mech. Equip. ------------------- ---------------------- 32. Clothes Closet Light -Shower Light -Spa Light Smoke Detector ----------------------------------------------------------------------------- Daten- - -f'fj Card B_1 pA,6 Date Card B-1 -----r- ----------------------------------- Daterd B-1 ,� Date Card B-1 Date ME A ICAL (Permit) OK except a's Ducts Insulation & Support ent Fan; Exhaust above insulation 36 Condensate Drain & Overflow: Size & Grade ---------.*---------------------------------------------------------------------- /4 d 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - --------------------- - Attic Access & Platform if Furnance in Attic ---------------------------- ---------------------------------------- ------------------------------------ ..Date --2- lj and 8-1 Date Card B-1 --- Z,- -��--- -- ------------------------ Date �_1j- 7_Card B-1 g� Date Card B-1 Date FRAMING (Plans) OK except ti's ils. Proper Material & Anchors ------- ---------- - - a s uds-Nailing. Spacing & Bracing -Plates -Sound ------------------------------------- ---------------------------- -- e ring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof)— - e s: Furred Ceilings -Stairs -Chases -Tub ------------------- -- - - --------------------- eaders & Beam -Size & Bearing ling Veneer Screed -Fd. Vents-Underflr.�Access ;o +57. jdfaiing Area -Glass _ Spear Walls; Nailing -Bi Insulation=Walls-Ceilin 60. Infiltration -Walls -Windows- ' • T_a_t :'3'-i , 3Ji0o"', t -JJ i, .,v , , 'c., r aril Date _7-274LCard B�-1 y -•`=,Lard B-1�1�L Date d B-1 'Date-; r' Car B-1 Date FIN (Plans) OK except ti's"• I \I/- .. " f Ext -'Steps -Door & Sidelight Protection -Landings 62. moke Detector------------- { Furnace: Vents -Clearance -Comb. Air -Connector - In G rage; Above Floor -Ducts -Meth. Protection ------------ 64. a om Exiling r ',Bath Fixtures & Tub Access -Spa _ --c.-Trim & Subpanel: Breaker Sizes & Labbls' Stairs & Rails ----------------- - _. - - - 68, PWelplace or Stove: Clearances -Hearth 9. Ele Outlets at Wood Panel: Int. & Ext. ----- 70. t.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter ---UrGarage Fire Door: Swing -Landing -Closer ---------------------------- ----- --- +i1 A Duct in Garage -Damper Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection r Plb.. Elec. & Mech. Equip. Listed for Location - ------- - --- �K ------------ Zeptacles in Garage: (G.F.I.)-Romex Protec ion ------------- _- -Foam-Looked in Atiic❑Yes- -ils & Deck -Construction -Post Caps . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor- - ❑ Yes f"St3 Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: P ter ❑ Yes ❑ No - -o: Brown -Finish - -_ -- -._C_. Unit: Disconnect_ Electrical, Plumbing V is Above Roof: Plbg.-Appliance-Fireplace.-Clearance to pen 8 er Well: Disconnect, Electrical, Plumbing E terior Elec. Trim: G.F.I. Receptacle -Underground ------------- t- —fes - ---------------------- Venti ation Throughout House .------------ - - - - -- ass Protec 'on — �sa%Grrecti s from Previo s Inspections J. as st-Meters Tag ed Gas -Electric --------------- ---- - - - - --------- ester & Sewer Connected -C/O to Grade -HD pproval- - . -Energy Compliance Certificate -Other Certifi ales -- Oate�� Date-��Card B_7 Date Card B-1 Date _Card B-1 Date_ Card B-1 Date Card B-1 Comments at Final: J N S f Ilp &V -e,,_—_ [�Jd� p 2(_gg, --�N ------ (=1_Z--------- .n MUM IAPA Certificate' ®f Conformance Certificate N? . 21-61 -91 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. XL] ANSI Standard A190.1-1983, for Structural Glued Laminated Timber W Job Name EG LEE BL.DRS::- sEABURY JOB - Job Location 13665 CENTERVILLE RD. Customer's Order No. WB—] 47 Date— 1 1—()q—q1 Mfgr's Order No. 09-01215 24F V4 Company 1Jt UA.KADE CORP. Address P. 0. BOX 50 BOISE., ID 83728 Date IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. • vv i �__ SEAL b, o, Michael R. O'Halloran �e9 titi Executive Vice President / -COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO r/ 7 County Center Drive - Orovilie, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMITY!,W ASSESSOR PARCEL NUMBER 11-35-046 ZCWING d BUILDING PERMIT - OWNER I7 �• Craig Seabury/Cordes TELEPHONE 45-8446 S0. FT. '06C. BUILDING VALUA p 1,842 R 93,942.00 OWNER'S MAILING ADDRESS 2631 Ceanothus Ave., Chico 95926 576 M 10.368.QO CONTRACTOR'S NAME Unknown TELEPHONE p 126 0 8 2.00 CONTRACTOR'S MAILING ADDRESS Fireplace 1 A 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 106,692.00 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $450.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ 225.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS a en Permit fee $ 700.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 9 2.00 18.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE rY� SF 91 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 5.00 5.00 Mobile Home S I G I IN lo.onea TYPE OF WORK New[a Addition❑ Remodel[] Utilities[] Installation[] Other❑ Describe work:New 2 Retirnom Si ng1pFgmi 1V Permit Fee $48.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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 NEW CONST. DWELLING OCCUP.N OR ADDNS. ACC. BLDGS. X , hQsq ft 60.45 NEW CONSTR ULTI.OUTLET 2.50 ea NO N.R ESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occu p OUTLETS OR FIXTURES DAL@eAL0300. FIXED PR Ex. Occup. OUTLETS (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g 4 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 1 6.00 6.00 Heat Pump Cooling 1 6.00 g 6.00 Hood 13.00 3.00 Ventilation Permit Fee $25.00 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 a $ all liabilities, ju ments costs, and expenses which may in any wa ccr e against said Cou in sequence of .the granting of this permit. l`1Qd %� Date $ Zp.oa Je Signature o pplicant - ner Canrracto. ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and de I'r i oif _r c struct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $30.00 p§�.� C`� �"sAr% PE .L Iv TOTAL FE $ 886.7 HA2. CUA• PARK IS F CDF PAR Po i Is u This permit is hereby issued unoer the applicable provi- sions or the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO O PUBLIC WORKS By PE IT EXPIRES Date- Receipt No. 96915 '" o p p WNITE-D.P.W., YELLOW-ASOC330R. PINK-INSPECTO GOL E P L ANT R M TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner Ile // fl �J- —3f7-�,-W7 location AP # Driveway permit si ature has been issued for the above property. 13 — /?- �, 2 - date 1 t4F \\1 COUNTY OF BUTTE - DEPARTN(e1gi�OF PUB►..IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 r9 URIWIT APPLICATION DATA SHEET_ w.�'"' - '� Permit No._ OWNER GX,#/� A. P o, Proposed Building Use�Building Inspector Date A&Z2z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ' DATE RECEIVED APPROVED 1. All items have been subtritted..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) -2 7/ 9. M0bilehome installation data including manufacturer's installation instructions........' ............................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... p 19 Parl� fees School D' rict fees paid .............. Sanitation approval from G /Z/ G Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... rovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to / Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. Recorded copy of Agricultural Acknowledgment Statement .........-/ 2 Letter of signature authorization .............................. you issue the permit, process as follows: c�MaiI to owner. Mail to contractor. - Telephone and hold for pickup at office. Deliver w/inspector. - Other Appl icapt / Date / Copy of Hdz-Mat form sent Health Dept. Fire Dept. A11rB6IIution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be.submittedriot r it ' suance: 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 Contractor, designer, owner, was advised of above required Plans checked by Date *�'/Ffile t abbi IogcKG(I Sets of plans on hpl�rinrQ(d C� Copy—DPW hone—nail _counter by hone —ma II—counter Uv. by J _. date date Date '1 o der S e n'� et f"�e I.— G pe �-- ► - q/)- i —5,�' ,!;s�`•r — �. '� l.:i:: Z;L ' 1 •-'_�.' `_:_1 ."�.,:1rL-...1,@d.:f i:saa•. a �• . iS-wi:-fv': i-.• c�.� rr.. �_;r.'.tr•••ia-:ir_4�t�yur .• J!hHuildinv Department r t ;> FROM:' ^.EnvironinentaI Health :lECT: Sanitation Clearance 1 IL VY& 31 Location!' a !AP- # f • . j; tPlaa 1lpproved for:'= ' Sewage .DI4ri6sAl ,'•_ 7 s ." Water: Supply Hold 'liail• Mors �� ,Water-- Supply 1_ 3 ',"Find, tclearsace •'O.1C'.�lor�'`' ,.�,� ,.. �;;'.. - _ Water. -°Su_ pply Vii. - - r t�' i' • w:...w:r,.-,- • , , s • i � f ` . . _ ___. - ./ t ... _ - `+_ `,gip f • ' � JN, 8a tarian < z . Via• • nili_iaa. Department SROM 6avfro_nmentat 'Health r`SVBSSC'P Santzatidz , Clearance' , rG ' � ,�, i(� �' it -'Lim Oxae�+ Location APO F2aa. Approved. For Se�rage Di'posal f/r Water'Supply 4 ffc%L �iaal :feri. Water Supply Final clearance O.R. For: Water Supply clearance for �v bedroom -merit -e' home. Other _ n MOTSI/nOer ncP ��� ,i�'��� • I'�y,P/-i''/u%�. `. awn tartan A.14 Idinc Department • Enviroraiental -Health XF TzCt.-�.'Sanitation Clearance 41 IA I Plan . Approved Hold final for: IM for: Sewage Disposal Water supply Water Supply Final clearance O.K. for: Water Supply ,clearance - for bedroom mobile home. Other 4��eC- (Af A9r) NOTZ' QI_ Sanitarian BUTTE COUNTY SCHOOLS DEVELOPMENT -FEE CERTIFICATION FORM (One Form per Building) oe A.P. Number ��-� �5-0 Building Department No. School District -�,�,G..� City n' County "19 Jurisdiction Property Owner-I���Cj P Y Project Location/Address G%�.i� ,%G7'/������s Subdivision Lot Number Residential Development: ETa Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: O Sq. Footage New Addition (Including,Exterior Roofed Areas) 15ui1a4.n9 ueF D to (Floor Plans reviewed by School District Personnel) District Id No: l� l School District certifies that . 45—'& -(Applicant Name) (Phone -Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the ayment of $ representing sq are feet. School District Represent/ative. >;�, g,7 ate J� i PAID BY CHECK NO. r/REMARKS: BANK NO % u)`' WP*44Y 01 MOD ftildiRa W Fffiki PAID BY CASH white-applicant,.yellow-building .department, pink -school district SCHOOL.FEE (8/88) r' I 0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 65965- Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR �C L NJ �B _ 0 , /� Z NINc BUILDING PERMIT OWNE / /� ✓J ` / �J f�� TELEPM NEQ SO.FT. OCC. BUILDING VALUATION OWNER'S M14� CONTRA T R(T7ELEPHSONJE CONTRACTOR'S MAILING ADDRESS Fireplace 1 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ a Energy Plan Checking Fee $ Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 7M 11JL661 Permit fee $ 25?0/ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 G Solar or heat pump water heater 20.00 Water piping 5.00 �QQ LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Q C% USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Q Building sewer 5.00 'Q Mobile Home S I G I W 10.00 ea TYPE OF WORK New 'kAddition ❑ ReemoodJel Utilities❑ Installation❑ Other El Describe work: Permit $ Contra for Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 100 AMP OR LESS 10.00 167,067 Main service EA. ADO'L 100 AMP 2.50 r57/ CONTRACTORS LICENSE LAW 1 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 NEW CONST.( DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. / yz2sgft r NEW CONSTR ULTI-OUTLET NON.RESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20®50t SAL030 FIXEDAPPLNS. OR Ex. Occup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 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. MECHANICAL PERMIT Filing Fee 10.00 Heating - Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte againstHAz. 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 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 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ / CUA PARK SCHL FLo CDF PAR PD j HD• Issul This permit is hereby issued unoer the applicable provi- sions or the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS ReceiDt No.. / I By Date RESIDENTIAL PLAN CHECKING GUIDE. 8/91 (S.F., DUPLEX & MISC. ONLY) OWNER 'AGv�Y / A. P. # Permit 3Sz�6- 9/ C©2��5 Plan Checker _R,� Z 20 -9Z GENERAL 1' Zoning requirements: (sideyards and number of permitted living units). . Vauation. 36Plans signed by designer. U---�Proper description of work on application. xisting violations on property. (� Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -7. recorded notice of violation. PLOT P 1✓ mplete parcel size and dimensions. 2/ Setbacks, sideyards, easements, etc. 3'. Other buildings or structures. 4� GG ading, fills; drainage. 5 Flood hazard. lr�Special conditions on creation map, tible, and foundations). 7—FAU FAS road setback. (noise, CDF, fire sprinklers, non-comb- 8—Building or utilities across lot lines (Record form).' FLOOR PLAN Ye Tete t to scale plan with dimensicns. 2. uired windows for light and ventilation (Ser_. 1205). e ired windows for second exit (Sec. 1204). ylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 6�.-­Required room sizes, ceiling heights (Sec. 1207). 2-,-- G s in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- 9-,enance of mechanical equipment. . Locations of water heater, heating and cooling equipment, other electrical or s equipment.. firewall, door size, and closer (Sec. 503(d)(3)). 1 . 1 - " exterior exit door (sec. 3304 M. fireplace and wood stove location, alcoves, and clearance. d . Smoke detectors (Sec. 1210). IA... umbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. standard bracing eered desi i able 25� 2. Unusual shape, size, or split level house requiring lateral design. erestory requiring balloon framing and/or engineering. E+---'orya rn building requiring engineered calculations and plans. 5. F dplan complete enough to construct building. 6. construction details complete enough to construct building. —' Elevations and wall construction details complete enough to construct building � Roof construction details complete enough to construct building. •replace construction details and calcs if necessary. 1 R*f-ter ties or bearing ridge beam. 1�/.Gam ge door or porch header sizes. 13-l' Stud heights. 1- t--�do6e soils - special foundation design. 1'4,, Retaining walls requiring design. 15."Special Inspection required. RESIDENTIAL• PLAN CHECKING GUIDE MISCELLMEOUS ITEMS TO LOOK OUT FOR 1. St rway details: landings, rise and run, head clearance, handrails Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). 3q ---Brick-- — stone veneer (Chapter 30). 4� rior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convening (Chapter 32). hof covering type - (fire hazard). T. -'protection. •6" halls and stairways. area over garage - complete 1 -hour separation inclu ing pporting walls and posts, etc. 1 on three-story dwellings (sec. 3303 & see 11. flootic access and ventilation (Sec. 3205). 1'; Underaccess and ventilation (Sec. 2516). 1 ustion air for fuel burning appliances - L.P.G. i�c o se ' quirements on duplexes. gy design. 1 Flashing at all exterior openings. 17_--eF—responsible area requirements. 0.2-C).9Z 8/91 required on garage side Mezannines - 1716). requirements. REI EN IAL411 r 011-35-0-06 4 034 CORDES & SEABURY, CONTR: OWNER 'J.3; CENTERVILLE RD, CHICO NEW GARAGE i JOB FINALE Signature J=OK O = Not OK Not Applicable 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; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy i 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-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/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W-.V.: Test -Fittings & Anchor -Nail Protection --------------------- ----------------------- 19. Shower Pan; Test. First Floor -Tub Access ----------------- ----- -------------------- 20. Test Tub & Shower, Second Floor -Tub Access - --- 21. Gas Pipe_Size & Anchors - - --- Date Card B-1 Date Card B-1 -------------------- ------------------ --------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except fr's 22. Fixture & Transformer Clearance -Ins. Protection - ----------------------------------------------------------------- ---- - - 23. Dec.. Receptacles-- Spacing -Lights & Switches at Doors --------- -- ------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ----- - - -------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---- - - ------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water ----------- ------------------------------------------------------------------ 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ------------------------------------------------------- 28. Subfeed Wire Size ! ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------------------- ---- ---------- ---------------- ----- 29. Range Circ ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - --------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------------------------------------------------- 31. Equip_Clearances Panels-Motors-Mech. Equip. ------------- ------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------- ---------------------------------------------- 33. Smoke Detector ------------------------- ---- -------------------------------------------------- Date Card B-1 Date Card B-1 - ------------------ -------------- - ----------------------------------------------- Date Card B -t Date Card B-1 Date MECHANICAL (Permit) OK except n's 34.- A. -C.- Ducts Insulation & Support ------------- ---------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------ ------ - -------------------------------- ----------- ------------ ---- ----- - 36. _Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---- ---------------------------- - ---------- -------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------------ ------ -------------------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------ ------------------------------- ----------------------------- -------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------- --------------- --------------------------------------- 41. Bearing Walls over Girders & Floor Nailing -- -- - ---------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ------ ------ ----------------------------------- ---------------------- 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub --------------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50.- Garage Fire Protection Framing 51. Property Line Firewall & Openings ------------------------- 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----------- --------------------- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic -------------------- 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings ---------- 60. Infiltration -Walls -Windows -------------------------- -Date ---- - - Date Card B-1 Date Card B-1 ---------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------- --------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection ---------- --------------- 64. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa ------------ 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ----------------- 67. Stairs -&-Rai-Is 68. Fireplace or Stove: Clearances -Hearth -------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ---------------------------- -------------- -------...----------------- 71. Elec. Outlets & Receptacles at Kit. Counter 72, -Garage -Fire Door: Swing -Landing -Closer 73.-A.C.-Duct in -Garage -Damper ------------------------------------- ----- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location -------------------------------- -- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------------------------- 7i. - Insulation -Foam -Looked in-- Attic ❑ Yes ------------------------- -- 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters 0 Yes 0 No --------------- -- ----- 81. Stucco: Brown -Finish 82. A.C. Unit; Disconnect. Electrical, Plumbing ------ ------ --- ---------------- - --- ---- 83. Vents Above Roof: Plb9 APP liance-Firep lace. -Clearance to Openings --- -- -------------------------------------- 84. Water Well; Disconnect, Electrical, Plumbing ------------ ------------------ ---- ---- -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House ------------------------------- 87. -----------------87. Glass Protection ------ -------------------------------- --------------------- 88. Corrections from Previous Inspections - - - - - - - --- -------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy -Compliance -Certificate -Other Certificates ------ --------------------- Date Card_B-1 Date Card B -t Date Card B-1 Comments at Final: Date _ Card B-1 Date Card B-1 Date Card B-1 t• COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIOWAND'�ERMIT PERMIT NO. aZ ASSESSOR PARCEL NUMBER 011-350-046 ZONIINjG BUILDING PERMIT OWNER fj 11LES TELEPHONE7t 345-8446 SQ. FT. OCC. BUILDING VALUATION 546 M 9,828.00.00 OWNER'S M ILING ADD 2631 Ceanothus Ave., Chico 95926 CONTRACTOR'S NAME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $9 828.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $9p7.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $40.75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ 161.25 PERMIT Filing Fee 15.00 11 P Rd Chi rnddbPLUMBING 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 Garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: New Garage _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1000AI 37.50 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 �--j I.\11Ex. ,-W I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP-8+) OR ADDNS. ` ACC. BLDGS. II X 3.54sq.ft.19.10 NEW CONSTR. ULTI-OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS -SINGLE OUTLET CIeR. EX. OCCUpoUTLETS OR FIXTURES 20 76 qAL- 464 Occup. OUTLETS PREA.) (RESID ) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Iyirin g -15.00 Permit Fee $34.10 — 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 g 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, indemnity and keep harmless the County of Butte against all liabilities, ju gment , costs, and expenses which may in any way accrueHAz against said Cou y in nsequence of the granting of this permit. X Date plicant caner � Contractor ❑ Agent ❑ Signature®rmip, An OSHA is requl or excavations over 5'0.' d d molition or construct- ion of structures over 3 stories in height. / Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $195.35 0FEEs _ IMP FLOOD -- COF PARCEL PD H ISS V This permit is hereby issued under the sions of the Butte County Code and/or work indicated a ve for which fees I O O UBLIC By IT EXPIRE � Date _ applicable provi- resolutions to do have been paid. WORKS 2 19�Z DatePER q Receipt No. 103827 � i lSl157 WHITE-D.P.W.. YELLOW -ASST SSOR. PINK•INspEcTG044~1­1 R. GO T D -1CAN � .� '.v ...s .. .. ..+•-,-w-..r. r...-,.s.i�-V�-rw^.+'r'Fr»rr .-„r.-. i''-'Yay.�v�-.Y..... � �•r.:l•.r''y*-_H .... ..:4r�«ti...... 'k`;r`.: s:�.r;'..• ..w .r _ .�„ . r_ ,°+ N COUNTY OF BUTTE - DE?ARTMENTOF-- Et=IC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV{)_LLE, GAL, NIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLXAION DATA SHEET /� 111'' Permit No. OWNER (o �IJ A No. Proposed Building Use � Building Inspecto Date At time of permit application, I was advised the following data must be submitted prior to permit %6cessing and/or issuance: DATE6 VEIVED APPROVED f 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete Ptans in duplicate/triplicate, signed by preparer of plans f 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... -/' 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees hof $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School C iyrict fees paid .............. 14 Sanitation approval from C -H / L Health De a.-//- �. 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... e.8,Fnprovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at, office. Deliver w/inspector. Other Applicant Date o /c4c�a 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 m,. t 2e itW prior to permit issuance: (Circle n d above). 1. Index permit for above items No. 2. Additional items required: - _X Contractor, designer, owne , was advised of above required data bm phone_7nail_counter bySW _date Contractor, designer, oher, was advised of above required data by_phone_maiI—counter by date Plans checked by 13V Date 21 14 Plans approved by 6W Date - Sets of plans on hold in -)75,35 Copy—DPW AP folder COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95.965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PA CEL NUMBER --— ZONING BUILDING PERMIT OW ER �jrGf TELEPHONE SO. FT. OCC. BUILDING VALU TION 01 OWNER'S AILING AOOR SS may` /w ur S ,ei ir7-- ! Z� COVR_ ?C�TORiAt�E , TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ k, 7 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS LL Permit tee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap I 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Mater piping 7 0 Each qas water heater or vent .00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S J G JW @ 15.00 TYPE OF WORK New JZ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Alel4l 'I4f1"_-4 _9 1 Permit Fee $ Contractor ELECTRIC41L PERMIT Filing Fee 15.00 Main service 600v OR LESS 18.50 200A OR LESS Main service 20CATO 1000A1 37.50 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. icense .JO. Classification ❑ as the owner, or my employees with wages as their sole compen- sation, will d0 the work, and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.Bi 3.60 sq.ft. OR ACDNS. ( ACC. BLDGS. 1 101 11D NEW CONSTRESID, .AN.0OUTLET @ 5,00 NON.R ESID BRANCH CIRC ITS POWER APPARATUS Is (SINGLE OUTLET CIR. Ex. Occup(ouTLETS OR FIXTURES L. 7611 A EX. OCCUp. OUTLETS IXED �R ESID )LNSRE A.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 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 f Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject o the W. C. laws of California. No a 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 g Hood 6.50 Ventilation + permit ee $ 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 si nature of Applicant - Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ cONSTTYPE TOTAL FEE $ i HAz I DFEES IMP I FLOOD COF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-O.P.W., YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Deoarcmenc at Public Works 7 Councy Cancer Drive, brovin e, C 95963 Phune: 9L6-338_73„1 OWNER -BUILDER VERIFICATION -�tcention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or'no) 2. I have signed an application for a building permit for . proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this wore, but I have hired the following person to coordinate, supervise, and provide the iaajor work: Name Address City Phone Contractors Licanse No. 5. I will provide some of the work but I have cont=acted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Prooerty Owner r� Social Security ,lumber Date b JOTS: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before 'we are per- mitted to issue the permit. , pd I' /cor V.I // � Gree, 9 Q _ R/ • `\ t Workmarsship Shaii Be �' • f; NQT*' •--IA•11. a,!�.Ci�.s & GOOd•Prtrt'"S �°. 1 .... 4h ., ��'+iIEC� � f r9ans and s ecific,'tions MUST be r �.1f.,iifry p'r,y=ribedor�ktit Ihe This set o T p rA , :gfaras �u�id}!�n, Ptwnb+ 9 . I kept on the job at aP times end -it is unlawful to N t ���.01- nit >clectt l co. matte any changes or alteretiens on same without aizd tha 1 41 i written permRssion from the Department of Public �� r of Butte. W v.orks. County - - . - nom` � � • 32/� ' Location -Of structures.8t equipment shalt be as shown } & clear of all easem8nts. I ZS` stf� ' • +1 ' Sa ` tz sEre``xs Ni -P rv' t 74, 3' 9� F1( -e . �j st. rte. � F�00.- %�%a ✓1 � . R agU COUNTY , BUILI)INd'DEPARTMENT . ! APP'R ED left ia - s Mo. joor opevter iri ` E Q4 i. t - - Provide c sMiacates of confo for SIU -Jam beams. ' af� . M �, y 4-0 a�r� 3 S k 42„q {, 1 f 24�t a y a 11-7 �764A ,. 10. �, 30%•87 2'28 3-8)r ! 2 • y = � � g� 87 Weep Bused required ger Son -470S. i BUTTE COONTY BUILDING DEPARTMENT APPROVED D�j1 ccs opt pr f 11) /2- *5 lye OA BUTTE COUN'Ty BU INN DEARTMEN", P D�j1 ccs opt pr f 11) /2- *5 lye 21-0 BUTTE COUN'Ty BU INN DEARTMEN", P mix A6(6HT' 161-0 APPROVED w de adequate bracl.!ld- 6�6 g'o 14" g, 10 -4. 2-X q -.k Ylex JI 3 �� COIL, 21-0 r r 31916 BENCHMARK TH c)AREO FROM Y MFR TOP•EHORD 2X4 FIR -LARCH /1 TC X -LOC L-4 0.29 5.91 11.00 16.09.21.71 n • BOT CHORD 2X4 FIR -LARCH #1 tMEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 0.29 7.60 14.40 21.71 _ CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH (U) BOTTOM CHORD -CHECKED FOR 10 PSF LIVE LOAD. JD REQUIREMENTS OF L,.C.B.O. RESEARCH REPORT /2949.----- �. " TOP-CHORD`SHALt 'BE-:LATERALLY`BRACEO WITH PROPERLY -CONNECTED N ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT -TO RIGHT AND PURLINS-SPACED-AT--A'-MAXIMUM-OF-24'-O.C:` `` V j TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLET OR DIMENSION. SEE DRAWING 130 FOR... PLATE LOCATIONS, ON TYPICAL 'JOINTS.', I^NOTE:---2X4-03-HEM-FIR-OR-BETTER-CONTINUOUS'L'ATERAL'BOTTOM-1 p s= •�-J CHORD. BRACING -Q. 72'__MAX.-O:C.-REQUIRED: •-ATTACH,'WITH- k--2-16d NAILS.--BRACING-ISNOT^REQUIRED-IF•-A_AIGID CEILING l0 IS"'ATTACHED-DIRECTLY'TO•BOTTOM•'CHORD. BRACING MATERIAL o TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR: .Y. *'x '�'. ' 4. : i ` J`� p '•.y%w,�. - Y n'r :. i.;%s r. • . :i..- ;s.'?r.E.'!' „-.^.:+tx�' _r+'LNR , '7� a• i ..e . .. TT �#' 'S� �¢, y -a `!l`'�`,`�t.. 4 ._3 ` :c' •7 a.4. �!` ��Ferr r<�!r fi' . "v1.s:�r`Sa" �• 2r, � �r p? � ��e�'�7��i'{.:��;.+i..t"k+'7: ii'i. °' _+"y,. ..f�y�' `%f=�J: ��'�...Lt"-�. "�.i, ^,t.3•:t'-..._ +.:<.#i: rs.i�?�' �'4'�`-•" '�'.g�`•Y'�"s„t''t'r:5+r"�` '+ .ti�.axt•fi a7<.. SU1ltd INd DEiPMTMENT 4X4 APPROVED'' t 2.5X4 ; 1X3 ' 1X3 '2.5X4 T 4.00✓ 4.00 ". ,. 2.5X4 3X4. 2.5X4o. C04M45 .-, /O.� /0•� Exp. 63093 -0- Xl-0-0 JI -0-0 2-0-0 - Civi Z _ .. -0r0�OVER_2_SUPPORTS Jf of CA %I �'. . *"`, " ` �• �„r .�• R•9050 M• 3.50 n - T ,} t , �, R•90¢/ W 3.50': r �,rr -��.«,J.fl„�.!'Yti s `i' •-. -- ...•-^ •q....•..t�`..f''���. i-: 4•, { .- � ' PLT. TYP'-ALPINE SEON--!05801 FURNISH..:A' COPY OF THIS DESIGN TO ERECTION CONTRACTOR'•= '••'REV 15.3.4 `SCALE 0.2flI2 ` ,sem- nsna exww=wwue+�l se. Wks” Raw sxna arr � .;s, .M• DESIGN CRIT•- UBC REF R427-- o ``o 0 0, 0�.0 **IMPORTANT** wl s itooxs�as rw ARNING xx wwom aacnw ro ,., , �- ' Z o �oot of r nw nxxa ea' aan ,=ai rw nanm omn.m -orf-W. own no "umm � TC LL' 16.0 PSF DATE 07/17/90 Tin wnw aw aw I'mm to �v ns T%M w l�wmi ro Roo»�wnvs�.rnl . m ' , o C=; : ns •�wun t�wmw wows_ ST wi.-! wne nsx oeaw rox Konnw�l wxau .xwy- TC OL 10.0 PSF DRWG C�►USAr27 am-•wtaractwo 'wa• w`rte=wLwiomr s+m 84M wrcua mums. vuw flow PIC RE wm. 'WnM SM=MM a. AM iuw wroc A. *a^ nr aav �a R uTwur � CABC DL �Ui 5.0 PSF CA -ENG MS"nv. s doll! s 1s a" #AM M uoa ,3' .a tans A• "M PIUMLI ATTAOSp rLVMM sommum 1TOT.LD. 31.0 PSF 0/A LEN. 22-axxN."saoN insnsi m A sDgxfl aaaw vwws aow. sortw ovo nnH 'aao o aixs a w ' - PITCH 4.o T'oasa wrcmw Of RpM. DI NOT v, truDUR.FAC. 1.25- w NTH FOR RTWMt "RATED Lamm.o: SPACING 28.0 TYP � «�� • mus nAn txm m . xrt1owA oiuw wxana*Ia roe rood cao+wx:+�a E COMN-x••ytrh"?-+fir LY•# ✓{,"..•,�•yf�; '. s•-i.t4s.y'F._T'}tsd 'r 1 +< ._ - 7 L, _ �'f'���,�.t�..��!4�i:'�..'S.. ,:.�.•`zr".i.l�"'..1' :tac�v�4', u�ry.� _ _. � .. .. ri�`�':�..,r .�,�.• .{.r,'r.'.... x�. _.�i• _.L+._y�r-`.^ _ •.+L. _ _ - f, TO BuiZ.dina Department FROM: Environmental Health SUBJECT: Sanitation Clearance - Ovine Location Plan Approved for: Sewaae Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile home. Other NOTE x** Date Sanitarian 7�7 Owner: 1 ENERGY.CERTIFICATION ('o S_ C1 — LOCATION ROOF MATERIAL THICKNESS DESCRIPTION OF INSULATION BRAND NAME THERMAL RES. Permit# A.P.# EXTERIOR WALL .i. MATERIAL d-/ a�`� BRAND NAME THICKNESS'HERMAL RES. — �.� CEILING i BATT OR BLANKET TYPE—FIBERGLASS BRAND NAME THICKNESS l n � 'HERMAL RES. — LOOSE FILL INSULS FE III BRAND NAME CERTAINTEED THICKNESS /� ` 2 THERMAL e FLOOR—ELEVATED MATERIAL BRAND NAME THICKNESS / � THERMAL RES . —.-O 'i FLOOR—SLAB INTERIOR WALL MATERIAL ,THICKNESS. o � BRANDNAME BRAND THERMAL RES. — `I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE =BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND.INC/dba SHASTA INSULATION LIC.#650722 Ihereby certify the above insulation and all required items as shown on -the building department approved plans and attachments have been installed as required by the State of. California Energy Requirements. All equipment,devices and materials are of the quality prescribed or are specifically approved by the St. -ate of Calif. FIRM NAME/ WNE .(PL'EASE PRINT) STATE CONT. LIC# SIGNA'�URE OF ­GEN(CONT/OWNER / D TE . This //certificate, st be on file with the Building Dept. prior to Final and posted within the building. s Ca - ��_� 1�Z�� N,�z.��M■ Zoo t15o> IL v — "Lo Z. - ` Z1 --) 'i ?� VOW v . wad �rw»w•,e�� 11.3E d BU7'TE CpUNN BUILDING DEP4RTA4EM. APPROVED v� jr., . v-. • r a a. a. a_ iaa vvv.iniL V lv • �'•t �,• rv[.vi AA 7"1 V -4 • -4V L 1 I1 • V V L ►.07 , 2 314+WI141D LDkV - , 846 rtt G G� SSG r AP OR, M• DRi.. `�� Post•ItT brand fax transmittal memo 7671. aofpages ► j Fr9m U I'a V�• C . - c�FvrA-4 Dept. - Phone N Fax Fax A ReLurir Lo DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9 1 - 3 3 Q 0 2 / FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County .Code requires Lhis acknowledgement be recorded prior to issuance of a building permit. The pr. opert. y described herein is adjacent 91-033002 1 Ree Fee 5.00 to land or included within an area zoned I Cash 5.00 I'or agri.c•uLtur.al. purposes, and res:idents Recorded of this properLy m;.iy he scih.jecL to incon- Official Records vrn.i.rncc,s or d i.scomfort arising from the County of use of agr..ic•u11_ural chemicals, including, Butte but not ]ImiLed to herbicides, pesticides, Candace J. Grubbs and fert.J I i•rers; and from the pursuit Recorder of agricultural opera Lions including, g;Olam 12 -Aug -91 I CD 1 but not. lim:iLed to cultivation, plowing, spraying, pruning, and. harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has esuibIished agricu.l- Lura.l zones which have as a priority use for productive agricultural. purposes, ;incl residow s within sa i.d zones and on adjacent property should be prepared to accept such i ncunvcn i encu or discomfort from normal, necessary farm operations. All that real property situate in the CuunLy of Butte, StaLe of California, de:;c•ri.bed as follows: Being a portion of Lot 37 of Section 4, Township 22 north, range 3 east, M.D. B. & M. and being more particularly described as follows: Beginning at the northwest corner of said Lot 37, said point being as shown and described on that certain record of survey map recorded on July 6,1979, in Book 69 of maps, page 84; thence following along the westerly boundary line of said Lot 37, south 0 deg. 10' 11" east for 778 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, north 88 deg. 29'49" east for 205.24 feet to a point located on the westerly boundary Line of 205.24 feet to a point located on the westerly boundary line of that certain parcel of land described in deed for J.E. Cogswell, et ux, recorded April 14, 1947 in Book 440, page 170, Official Records; thence following said wes'_erly boundary line, south 0 deg. 18' 45" west for 321.63 feet to the southwest corner of said Cogswell parcel; thence north 89 deg. 50' 59" east for 286.74 feet to a point located in the easterly boundary line of that certain parcel of land described in deed to Alice Coleman Spangler, recorded on January 4, 1928, in Book 1, page 97, Official Records; thence following along the easterly boundary line of said Spangler parcel, south 7 eg. 32' 49" west for 22.63 feet to the southeast corner of said Spangler parcel; thence south 88 deg. 01' 49" west along the southerly boundary line of said Spangler parcel for 12.15 feet to a point located on the easterly boundary line of that certain parcel of land described in deed to Charles Coleman, etc., recorded April 29, 1929 in Book 25, page 393, Official Records; thence following along the southeasterly boundary line of said Coleman parcel, south 8 deg. 17' 41" west for 14.31 feet; thence south 48 deg. 50' 41" west for 625.18 feet to the most southerly corner of said Coleman parcel, being located on said westerly boundary line of Lot 37; thence following along said westerly boundary line of Lot 37, north 0 deg. 10' 11" west for 763.94 feet to said true point of beginning. Date: '� PROPERTY OWNERS: State of SS County of &.44p- ) x On this the day of ciSIr 1D hc•foro nic, the undersigned Notary Public, personally appeared b — E]Personally known to nie. 0 o Proved tme on the b;cs i s of satisfactory cev idem. -e. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged Lhat executed the same for the purposes therein contai.ned, fN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.I'. No."3J-044C OFFICIAL SEAL MARTNOTARY PUBLIC J. CWEWHA U BUMMum MY COW EXPIRES OEC,13,199/ tar Pi/)I ic: END OF DOCUMENT Y �3 rn LU ir CD o d a Z LL C� 0 0 0 W Q tk iy . $ I 'V T^t` ti Fri tF t �i .'-o'Y 1�.4 • . Maro D/MENS/ONS HEAT PUMP a ' A New'Dim"ension' in'Heatingancr Coo . g Performance For many homeowners, upgrading your heating and cooling system simply for better efficiency isn't quite enough. Your lifestyles *and desire for value and quality demand something far more advanced. . performance based more on inno- vation than engineering. Only one heat pump offers all the promises for the future, yet delivers them today — the new DIMENSION TM heat pump from Lennox. New Levels of Efficiency As recently as five -years ago, most heat pumps offered cooling . efficiencies between 7.0 and 8.0 - SEER' and heating efficiencies around 6.0 HSPS* * Todavithe t high efficiency: cooling SEERs to ' 13.40 and heating IiSPFs to. 8.65. intog savin on yo energy bills year after year. No other single -speed ' heat pump comes close to matching Its remarkable energy efficiency. Advanced Scroll Compressor Technology. One of the secrets of the DIMENSION'S high performance is Lennox' ability to utilize Innovative technology. Lennox was the first to introduce the compliant scroll compressor In a split system heat pump. Now, this proven technology is standard in all DIMENSION models with these outstanding benefits: ° -''A' . o.:} & . Fewer moving parts for .greater reliability - The compliant scroll . compressor lias"only two moving 'gas compression parts. Less wear ,means higherperformance and `dependability.. In addition, the: - `'compliant scroll design acts as a ' Gself-cleaning. system that allows . small amounts of dirt and liquid jto pass through the compressor without damaging it. 0�10- to 15 -percent higher H"efficiency — The compliant scroll compressor design provides r�tight compression and'discharge of exhaust gases, allowing it to run iup to 15 -percent -more efficiently ;•:;than piston compressors: Comfort ' . the advantage of the scroll ssor, the .DIMENSION Qn;_ :. Energy Saver W F . 4The advanced scroll compressor sets new standards in heat pump efficiency, resulting in low monthly energy bills, quiet operation, and dependability. K111 doesn't have to`work as hard as standard heat pumps ,On the cooling side, you .will /enjoy increased comfort,and improved dehumidification because the compressor doesn't' cycle as often. On the heating side, it delivers Warmer. air than conventional • heat pumps. Also, a higher•heating capacity allows thevDIMENSION to run longer•during colder weather -without needing to7switch as •often to expensive supplemental electric heat, thus giving you greater heating efficiency. ' K Quiet Operation' . ` Using our advanced sound laboratory, and testing facility, Lennox has designed one of the most quiet heat pumps•on the .market today. The quiet scroll compressor, vertical air discharge and insulated compressor; compartment are just'some of the features that Lennox has combined_ to create a unit with'sound ratings as low as 7.2 bels.. 'f .Coordinated Heat Pump System . The DIMENSION is designed to be installed as a coordinated 'system,' - utilizing a high-quality Lennox,. indoor blower -coil to"deliver super- efficient' heatitig`,and cooling performance. Let your Lennox. dealer recommend the system best suited for,yotlr home:for maximum comfort. " *Seasonal Energy Efficiency Ratios. ' ,Heating Seasonal Performance Factors. • For all ratings, the higher`the number the .greater the efficiency:' , g• '.� . j • � S� S • �1-- 3s � oyb � 7 1. Sturdy, Weather -Resistant Cabinet 5. Large Coil Area . �y. 2. Quiet, Powerful Fan r r� 6. Automatic Defrost I Heavy -Duty Compressor Y.' 7. High -Capacity Filter -Drier 4. Copper Tubing 00 DIMENSIONTM F10 YearrI:uruted Compressor I Automatic` Brost , Warianty' f = �, A^ t Defrosts onIIs.needed = a�feature that saves i ti' ` energy: Reduee defrost time, increases'heatin ,fi :The t+eliable compliant scroll in is - rgY, g desigedfor'trouble`free operation and long e,f efficiencyti;�;`' +, •�_ i';service life Lennox;pyroudly offers:a' 10 -Year -� ' • ,' • �_ z • �. •:- f Iriver`ted'Co gClrcultry 3 =LimltedyWarraaty-on the `compressoi�against _ r !I defects lntin6i ial;orrworkmanship '� `A majorrinnov ti"on that ensures complete unit S ` i. defrost for continued high -efficiency, heating Sturdy,,'Weath"er=Resistant Cabinet performan10, ce' 6.4 A six -step paint process with baked -on enamel' r finish rotects'the cabinet against corrosion. Hlgl%Capacity Filter-Drler~' f Drainage holes}in the base provide effective Protects the iifrigerant system from contaminants moisture rerrioval. Also, polyethylene supports raise during both heating•and cooling cycles. Liquid -line the unit away from damaging moisture. strainer provides additional compressor protection. . Large Coil`Area f : .Thermostatic Expansion Valve' Large copper•tube/aluminum' fin coil provides ProvIdes' accurate refrigerant control to prevent - fG excellent heat transfer and low air resistance. liquid floodbatZ,�;to. the compressor. . Copper is durable,' flexible, easy to service, and �,` ` _ Hea -Du R' 'in Valve . stands up:well,to reactive elements in the �!} g environment! _ * Automatically itches the system from heating • ' `r "" =�,• to cooling' b}.' i+eversing the refrigerant flow. ' Qulet, Powerful Fan ter.; :. , W r e{` ~� • Corivenien-Service Access Moves'large�air volumes uniformly over the t .:entire coil area:for best heat transfer and maximum Large panel ewes serviceability to keep routine return `on your energy dollar .rEr maintenance co is low. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE. 916-538-7541 • DATE 2-14-92 CRAIG SEABURY RE: B.P. AFP. #2679-91 2631 CEANOTHUS AVE A.P. # CHICO CA 95926 11-35-46 With reference to the above subject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER " We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in • Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of dead showing Recorded copy of agricultural acknowledgement statement. ,177 OTHER PRIOR TO PR EDING WITH PLAN CHECK FOR THIS HOUSE WE FOLL577N—G. 1. COMPLETE FOU TION PLAN AND DETAILS. L. VV111 LL1L V1\LL1\1 LOCV l\ 11\111111\V 1 L111\ 111\L LL 1011 LV. J . REVISE4. 1st FLOOR BEDR@VM WINDOW TO COMPLY WITH EGRESS REQUIREMENTS. 5. PROVIDE CALCULATIONS AN CONSTRUCTION DETAILS FOR LATERIAL DESIGN,_ SIGNED_____ AND STAMPED BX -REGISTERED CALIF. A X117 Should you have any questio s concerning the abo of this office. JFG/aj please contact BOB KEITH BETWEEN 3 & 5 P.M. �Irs very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector SHT. OF 3 LA^i GF NATURAL VI�FALTH AND 8EAU T DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE t OROVILLE. CALIFORNIA 95965 Telephone: (916) 538-7541 B U T T E C 0 U N T Y B U I L D I N G D E.P A R T M E N T F A X C O V E R S H E E T A FAX NUMBER (916) 538-2140 DATE / TO: G'l�I��I T// FAX NUMBER: ATTENTION: 'D/WE REGARDING: A. P. NO. 3s— �PERMIT NO. SUBJECT: �S�t�iPGl/Z7 �E�/1JE/�G� SPECIAL INSTRUCTIONS: ; [ ] SEE PLAN CHECK LIST TO FOLLOW REVIEWIAND RESPOND ACCORDINGLY [ ] FOR YOUR 'INFORMATION ONLY [ ] OTHER: A SINCERELY, JOHN R. HE Y, P.E. PLAN CHECK/ENGINEER S-1-�rr 2�a�9Z w` .57X. f e4AI C'f/EC`C LIST l • tP 7fAls' 4XE To 111c4wp5 olo77i�fIVSA�;t • ETM/LS SA104<, la LOAD r�7 •tJT/rt/�f/Ty ��2oi✓I �o� !� To -��.�/b�T/off. \- - ,PE%EA!- U,GG 2 13 23o3(b) 4��uD /ll/ SC171E1141-E . 2. C4 �,�9lil /�S r�T ��coNQ �� �� ,. _ _ �'�•�-ys ��.5T -gym Ta S'�c Ily lam6,2 ✓ >4L - - '�� 3 . CC Fy Flo �a�wi✓ � G' bio G�� �r �aT� ���.� a F u/�< < , FIRST ocoaVAIs A5� bE�2) ter" �/,vE 39 , (:f� ��i�y c � D U ` 8 J 1-7-37 SN-ovL LI, E F S. oz Z�fl FLS Q�� t2 -le -o) 0-4% t2 -le -o) "I �ro,� 0 0 0 • I a 42 l 16 ad a (s fi-, 6,1 f-" AOL sr—wi-sr- �254'6,5).010� .t- 135��°(37) + •9 � 9�-�f/z 11 . GRIFFIT_H & ASSOCIATES ARCHITECTURE • ENGINEERING • INTERIOR DESIGN • U T I L IT Y S E R V I C E S March 12, 1992 John R. Henry, PE, Plan Check Engineer Butte County Building Department 7 County Center Drive Oroville, California 95965 Re: Permit #2679-91 Residence for Ingrid Cordes & Craig Seabury Dear John: I have reviewed your Plan Check, dated 2-24-92, and faxed to me 3-3-92, and have the following comments (Numbers refer to your item numbers): 1. Complete shear transfer details are indicated on Sheet A.7. Note that 1/2" sheathing has been added to clarify Details 1 & 3, and that additional Calculation Sheet 1L2 indicates that toenails will transfer shear from the truss to the top plate at Detail 3.A.7. Note added Detail 8.A.7 for clarity at line 30. Transfer nailing per Shear Wall Schedule is in- dicated on Details 8.A.7. and 6.A.7. 2. See added Detail 8.A.7, and modified Details 2.A.7 and 7..A.7. See revised Framing Plan Sheet S.3. 3. Hold-down at north end of shear wall @ line 20 is provided by steel column (refer to added Detail 9.A.7). Hold-down at south end of shear wall line 20 is provided by HD2 (keyed 2) . �4. See Revised Sheet S.2. �5. Hold-downs at line 39 are indicated on Sheet S:2., keynote 2 for a total of 4. See added foundation indication Sheet S.2 at shear wall line 18. See note regarding reinforcement Sheet S.2. David Martin Griffith, P.E. • Matthew Schelly, Architect • 1• Martine Sacks 119 Broadway Suite 202 • Chico, CA 95928 • 916.343.4621 FAX 343.4626 2nd Page : Minor Corrections See revised Sheet S.2. See revised Sheet S.3. See revised Details 6 & 7, on Sheet A.7.2 Construction Detail for the deck over roof, see.Details 1 & 2, on Sheet A.7.1. vtheet A.2. (see revised Sheet A.2) /Keynote 5 indicates enclosure at stair rise and run. rust I have addressed each of your concerns and•that a Build - Permit may now be issued. cerely,� David Martin Griffith, PE Griffith & Associates DMG/pah r IzE> TO z561 c I adw "311drane® I i " ] '.I ' ', � � ��. -S� u�•' . . ••{ .t 4L:h Y.: _+.Iw xs+� L " i �� . .�...ru�..ww:.�...w+u...r..�.ra ,. .. a .: ... .. .. •L-.�.Mr. •.tW :.... ra l...3. ."ala+. etfg6 >4'�,kY .•Mut. GRIFFITH & ASSOCIATES- Wood SSOCIATES Wood Column Documentation page 3g_1 seabury/cordes a:\ stud WOODCOL Data 01 -Apr -92 Loads: M 0 in -lbs V 0 lbs P 653 lbs K 1.00 03:07 AM try: S A I 2x4 3.06 5.25 5.36 La 117.00 Da 3.50 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E Fc #2DF 1450.00 repetitive 95.00 1.70E+06 1050.00 use 1450.00 95.00 1.70E+06 1050.00 K 27.00 = 0.671 * @SQRT(E/Fc) La/Da 33.43 Lb/Db 0.67 UD 33.43 Jcalc 1.40 =(UD-11)/(K-11) J 1.00 (J must be between 0 and 1) Allowable Stress for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= 227.51=Fc*[1-(1/3)*(UD/K)"4) "INTERMEDIATE" for UD>K; F'c= 456.39 =0.30*E/(UD)A2 "LONG" F'c 456.39 Interaction fcc 124.38 =P/A actual axial,stressQppE IOS�, fcc/F'c 0.27 c$Sk 6�� fbb 0.00 =M/S actual bending stress o fbb/(Fb-J * fcc) • 0.00 � No. � , 1 fcc/F'c+fbb/(Fb-J*fcc) 0.27 <01.00 ' Shear check . fvv 0.00 OF IC =3 * V/(2 * A) ,psi 0.00 =fvv/Fv <=1.00 1 STRUCTURAL CALCULATIONS 01 -Apr -92 ..._.........._.......r......... .. - ' :...W.�.. .. , .. .. :... .. ., e,' - S ��K. _ T fes+ _ GRIFFITH & ASSOCIATES Wood Column Documentation page 3g_2 seabury/cordes aA stud WOODCOL Data 01 -Apr -92 Loads: 03:14 AM M 3103 in -lbs V 106 lbs P 280 lbs K 1.00 try: S A .1 2x4 3.06 5.25 5.36 La 117.00 Da 3.50 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 133% Fb Fv E Fc #2DF 1450.00 repetitive 95.00 1.70E+06 1050.00 use 1933.33 126.67 1.70E+06 1400.00 K 23.38 = 0.671 * @SQRT(E/Fc) La/Da 33.43 Lb/Db 0.67 UD 33.43 Jcalc 1.81=(UD-1 1)/(K-1 1) J- 1.00 (J must be between 0 and 1) Allowable Stress . for UD<=11; F'c= 1400.00 =Fc "SHORT" for 1,1<UD<=K; F'c= -549.60=Fc*[1-(1/3)*(UD/K)"4] "INTERMEDIATE" for UD>K; F'c= 456.39 =0.30* E/(UD)"2 "LONG" F'c 456.39 Interaction fcc 53.33 =P/A actual axial stress fcc/F'c 0.12 ��QaOEESS/pNA� fbb 1013.06 =M/S actual bending stress W v ; -5k 2 . fbb/(Fb-J*fcc) 0.54 4 No. C3 0 fcc/F'c+fbb/(Fb-J*fcc) 0.66 <01.00 Shear check 4 rF of cAuF° fvv 30.29 =3 * V/(2 * A) psi " 0.24=fvv/Fv <=1.00 1 STRUCTURAL CALCULATIONS 01 -Apr -92 PRE -INSPECTION • *owNER: S S�Cyvy u DATE_ -/a 91 LOCATION: Q A. P. CI 6 CONTRACTOR: ZONING PRE -INSPECTION FOR: ' U icj t� (, 4 ,u %_ | V1 CIL INC EA IJ11T Subm IT SPECIFIED (TEM! ments. An construction; coordination of WS wo,& w,'Uh that of j! othd tradl; and the DATE - ROVED Mill I V1 CIL INC EA IJ11T Subm IT SPECIFIED (TEM! ments. An construction; coordination of WS wo,& w,'Uh that of j! othd tradl; and the DATE - ROVED TOP CHORD 2X4 FIR -LARCH t1 TC X -LOC L -R: 0.29 7.41 14.00 20.59 27.71 n BOT CHORD .2X4 FIR -LARCH #1 0 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 0.29 9.60 18.40 27.71 C CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB #-TC:1.4 D REQUIREMENTS OF I.C.B.O. RESEARCH REPORT !2949. h (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. Pi ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND v TOP 70 BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED Ip SEE DRAWING 130 F.OR PLATE LOCATIONS ON TYPICAL JOINTS. PURLINS SPACED AT A MAXIMUM OF 24. O.C. 0 NOTE: 2X4 t3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS 0 CHORD BRACING 0 72' MAX. O.C. REQUIRED. ATTACH WITH TABLE B.1B. 0) 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING 0 IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE NO EXCEPTIONTAKEA0] 1 MAKECORRCTI()Nfi SUPPORT BY ERECTION CONTRACTOR. NOTED ❑ REJFCTED _J REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEM_ Checking is only for general conformance with the :'esign concept of the pro- ject and general compliance with the Information given in the contract dot, ments. Any action shovwr is subject to the requirements of the plans and Specifications. Contramor is respons!ble for dimensions which shall be torr Limned and correlated at the job site; fabrication processes arid techniques & Construction; coordination of his work vdlh that of all other trades: and the satiaiactory performance a' his work. -• DAVID OA. GPIFFIT•H P.E C 730 , DATE S -70-')2_8y. . 1X3 13UILDWG. 12-0- (_ 14-0-0_, -14-0-0 APP .020 _� � R-962# W- 3.50' T. TYP.-ALP C= c v o cnALPIN c C ©' v co c TRUSS 0 0 0 o O o - ---- —28-0-0 OVER 2 SUPPORTS SEGN-- 97579 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR rt osszK[aEo Paootf.'T4 ITC. TgA[Qf NiWIR Orilpi GA< X X I MPORT A NT * *ALvISMALL NOT KfiSPOr6IflE ►W wr WARN I NG IH HaK UHE. EPECI101 AHD QWIATIOH rl�l TN6f SWECIrICAl10HS 01 ANT DEVIATION r 6YC1ri.fEE 'O/T-76'. PaAtl HS W= TINAMSt THIS REIGN ON AM FAILURE TO atnLOM TWO IM CCKORNANCE CO.ENTUIT AM FECwOo►i10.6-.T►11 . an WITH THE 'WALITI E/uo,w OSTfe' 61 IPI. ALPIrE co KcioLS THIS msim rap Aw mowL PCpAL PEAWA- AIE WArVACTOEO rrON 70 SAM SALVAHIIIO PIER %PLUS. HpR 9NACP4 NEOVIraiNTf. UNU GS Wmonu OTWMISE POK rEE131NS rEf1If1EHEHIS OF &Mol AAAS PAM A. SHOW TIP POO 611[11 BE IAIMtV 6HACEO CA "KYCO»tGTO S TO EGiM FACES AT [AM JOINT AM LOCATE AS WITH P/OF[0.T STTACKO FLYWOOD PESTHi" p� � PON. KAMNO WIOTHIF APE 4. 11101,131114 t►IESS OIf(HWI'E POM FICTION 000 WIIH r4910 CEILING ON SHAtIHIS ILII II DESIGN SIArrpATpf COfOM WITH AMICABLE IXUVIE104S a AS WICIFIED Of CEfliN. 00 HOT LEE IRIS not APO m1 (DCII. OE6304 WITH rlfE )ETAPOWT TWkIEA LIM t. -71`11 - Militia PLATE Ir6TIlLnE. HOS - HArIONAL DEstON SPECIrIDAT16N rise WOM COA4TTLCTION R-9621 W- 3.50 12 REV 15.3.4 SCALE W, 0.2500 DESIGN CRIT: UBC REF R427-',-001,0 C\ TC LL 16! O/PSF DATE 06/07/90 C., TC DL 10.0 PSF ORWG CAUSRe27 90156009 6C OL (U) /5,PSF CA -ENG TOT . LD . /3f.0 PSF 0/A LEN . 28-0-0 DUR.FAC. L1/.25 PITCH 4.0112 SPACING 24.0" TYPE COMN-- P , 70P CHORD 2X4 FIR -LARCH 01 BOT CHORD 2X4 FIR -LARCH 01 NESS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIRE14ENTS OF I.C.S.O. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED SEE ORWGS. 130-9 160/36DA-F FOR TYP. PLATE LOCATION DETAILS TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PWLINS SPACED AT A 14AXIHUH OF 24' O.C. NOTE: 2X4 03 HEN -FIR, OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 72' MAX, O:C• REQUIRED. ATTACH WITH 2-i6d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. ­w BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT --BOTH ENDS'70'A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 6X4 3X4 4X4 (A2) I 4.00 1.5X4 3X4 4X4 TC X -LOC L -R: 0.29 5.91 31.04 16.96 22.09 27.71 SC X -LOC L -R: 0.29 5.91 11.35 16.65 22.09 27.71 SU) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD.. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 3/4 OF PANEL LENGTH FROM PANEL. POINT INITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. JWNHECTOR PLATES DESIGNED FOR GREEN LUMBER.PER NDS BLE 8.1B. XCEPTION TAKEN I- MAKE CORRCTIONS _., NOTED t ❑REJECTED ] REVISE AND RESUBMIT ❑ SUBMIT'SPECIFIED ITEM_ CheclDag Is only for general conformance with the ^dsign concept of the pro. Isot and general compliance with tho informstion given in the contract dot, ments. Any action show, Is subject to the requirements of the plans and Specifications. Contractor is responsible for- dimensions which shall be wrr firmed and correlated at thejob $its;fabricabonpssesal-CI techniques ot Construction; coordination of his work with that o/ a1`other trades: and the Qetisfactoly pertormance of his work. II 4-1-B DAVID M. GRIFFITH RE ff% b'?A A 2 BYE 3X4 4X4 (A2) 4.00 3X6 1.5YA TRU ; COUN 26-0-0 OVER 2 SUPPORTS R-9620 W- 3.50' BUILDING DEPARTN1EN1 i1-�1-4 2-0-J R-9621 N- 3.50:. i 0 In PLT. TYP -ALPINE SEON-- 45025 REV 15.6.5 SCALE - 0.2500 o C� [� [� =1 C=3 �, O C=:1C=T,C=3o o C='C c� C7 O G [� 1_7 C= �Al P I NES G � TRUSS E� O C� C=—.1 C7 ILD,,{ nc1NE[LEL rooDllcTt va:. >F IHPORTANT if yutt 1�T DE PEsro es,rLC ro11 int WV3AIIry root MIS otS10f I- THESE SKCIFICAtt". ON INF IlA1lWE to MITI TIE THUSS t0 00Pi0Ta4110E 0110 EISISS 0 1P1 1AF11E OOrAECIPS LITE HAM ID :`06A SAM STER 1[111104 ASTM lAy Fn A EXCEPT 16% 1OTEe. AWLV COI+ELIWG I0 lAC- rACE a I"S UA UkESS 011E1191SE tv.AWD ON LOIS OEST91I• POS)ISON WARK9100t FCIT Oa4r1ML5 130. ISO C fEOL-F. CESICO S141WMS pQr01M P/Irpt ICARE PP0v)SAO" OF rtes C 1111. AM EMC/MCEWS ICLL 04 MIS 0 -A -11c LPPL)ES 110 DE COW01111T DEPICTED MAE Io 01LT. Lfq SrMll Iqt DE Rll[D WW IN LIr/ D1Ko ALT. IrSES IxoDa ,EXIME CAINE WARNING I0 "M1.11i, 11w 1011 A/D 94LCM. SCE 1419.91 11T TPI. 9CE M,S DESIEMI POR AOOITICUILL SPECILL PEPMl1E1MT EAICIrB AE agF1Ef LATS. MIS4 011EITCISE IIIOICA11OI TCP 0111141 SMLLL R LAUXIALLT 11RACES !PITH PR7F!• LY ATIACHO RWWOM SIELIMIK, 11011h1 04" •110 1 IMOLf 01IM14IT P,OID Mlt,04 -- SEE A PI1q TCOP1)CA MkIf I//1/911 PER PIIoPEq MIML LWLICAI10N rUMISo L 00" CF THIS DESIGN /0 1K 1q,ps EMCI 100 pdrlITlClpl. CA , DESIGN CRIT: UBC REF R427--50537' TC LL 16 . O PSF TC OL 1 (] . Q jPSF j ' sii 8C OL (U) x5.0 J PSF TOT L.D. 31 � PSF DATE 06/09/92 DR1JG. CAUSAA27 92161003 CA-ENG` 0/A LEN. 28-0-0 _ OUR.FAC. 1.25 PITCH 4,0/12 0.,101 10.65 PLATE INSTITUTE. IES - 17111 IY11o1IIt 01SIGN $CC)t)Cinw FD9 0000 CnF11nualQr SPACING 24.0' TYPE CIPS-- �/ti yZ . �] NOEXCEPTIONTAKER 1`= MAKECORACTIONS= NOTED' I] REJFCTED ] REWSE AND RESUBMIT ❑ SUBMIT SPECIFIED FTEM'_ Checiang is any for general oortformance with the µasign concept of the Pro. ject and general compliance with the information given In the contract dot, ments. Any action show. a subject to the requirements of the plans and specifications. Contractor is responsible for- dimensions which shall be con firmed and correlated at the job site; fabrication processes at td techniques of construction; coordination of hfs ymr!, with that of all other trades- and thw' saWactory performance of his'work. DAVID M. GRIFFITH P.E. C34730 DATE BY:_ TOP CHORD 2X4 FIR—LARCH #18Bet.. EXCEPT AS SHOWN SOT CHORD 2X4 FIR—LAACH #1 WEBS' 2X4 FIR -LARCH Stannard :T1 -2X4 FIR -LARCH #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH AEOUIRE14ENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL'PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DANGS. 130 6 150/16OA—F FOR TYP. PLATE LOCATION DETAILS. ZNOEXCEPTIONTAKEr �� MAKECORRCTIONS NOTED REVISE AND RESUBMIT [] REJFCTED [] SUBMIT SPECIFIED ITEM q�ageeg is only for general contormancewith Iha ^asign concept of the l� requirements of the Plans and. 1 and general compliance with the informallnn given in the contract menu. Any ac show► Is subjoct to the req n�ible for dimensionwhich;�iqu� speGfications. Contractor is respo - fimledand correlated at the job site; labricetron Pro cesa coordination o1 his work with that of all other bales. and construction; oormance of his wO"A' sauefatxory pa 730 DAVID M. GpIFFITH P. ` 1 p -20 41'L sY.... U DATE G 2.5X4 (AI) A-757# N- 3.50' TC X—LOC L—R: 0.29 7.41 114.00-18.71 BC,X—LOC L—A: 0.29 9.60 18.71 TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED Al A MAXIMUM OF 24' O.C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE S.1B. NOTE: 2x4 i3 HEN—FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. D.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT ROTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. tSUILUIWC-vi LJhFt%K I ritiv 1 .2X4-F'.L. Standard A-10751 W- 3.50' D a C N D a to 10 N m 0 MOL con"s A 6_3&9J PLT. TYP.—ALPINE SEON-- 45037 REV 15.6.5 SCALE NO 0.3750_ I� o f�M i1+EIMPOATANT1ta♦ `SMALL 601NE G1BE FASIACRAISL 1.,1. 0611ATI HI F/.III THIS DESIW w TW% StfcIFItATI0r4 Ott AW ►SILIAC to WILP IME TRUSS IM C&foNwrtE ■11M PSTE1t Of Int AIDIME 00WIC" ARE VADt OF X" GALV. S1EEL AEE1146 %SIM F'aaseS Mew,t: t.rTMm ttrc WARN I NG IM KOAX IAG. ERECT 10" AAO MACIW,. sa MID -91 9V TpI. xF TMIS W;IGN FOR ADOIT10Ni SPECIAL PE►ILLItMt Il1AClIL FE ODIIIEMERIS. WEST 011[ANISE IIDIUTEQ VOP DESIGN CRIT: UBC REF A427--'50634 TC LL 16.0 PSF TC OL 10.0 PSF OATS 06/09%92 ORNG CAUSR427 92161012 o o00""S"" A4A6 $A A tY(tN AS NOTED. Anq.I tONEt10RS TO WIN ►ACE Or t-nSA,O !KISS o1ME+AISE %OCAIED OM 1«IS 0E4fW. rocIT1OR rER 1XI&NIKS IAO, TOO I 1rAI•►. CIS14I 1111 ADS w� WINING ROL is � ME. CL.�»; DE.;ME"Kat IM or T, Aw SMAtI MOI t2 AELIE4 IRON IM Ani DtrtR SLY. FnOM SWl. M IATERALLI 1OiK0 r11M iianEq Lf AT1AASr0 ATAOW SME►IMI.f, loOl,w I"" AIIM IMDI'OLI ATIADCO 01670 CCIL11L -- ME ALPINE '�;C:tl~TC "]$" A �� F`" .1S KSI1a i0 IK TRUSS CIIE'C17O+ Cwltulclw. CA BC OL 5.0 PSF TOT.LD. 31.0 PSF CA—ENGnOou"clogf O/A LEN. I9-0-0 DUR.FAC1.25 . PITCH 4.0/12 71.1 . IAJA PLATE IITSTIIYIE. IDS - 1971 MLTImuL WWII SPECIFICAI ION IVA rco0 IOIISIAOCTIOII SPACING 24.0' TYPE CNN - TOP CHORD 2X4 FIR -LARCH 01 BOT CHORD 2X4 FIR -LARCH i1 WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/160A -F FOR TYP. PLATE LOCATION DETAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.18. ` MAKECpRRCTKIPIS pEXCEPT1ONTAKEn 1 hpTEO AS RESUBMIT � RE�%SE CEO REJF PECIFIEOITEM� ncepTotthaP1O' SUBMIT S nco raO with tha wen nt i doe d the n1Ortllance n in Ia115 en 161 co Alin 9Ne the P ectongisonlyfol9ela .rich the inform UtremonWhich haftbe� MPliance reQ s and general co n sobloot to the dimonsio os atld,echn i4Uo5 lost n ible to d the action 'ho is respo ` tion P�6ss eA' an Monts. Any Contractnr tabnca t 0I at1 other ttad sp,edIral'ons. I A 31 the leo Sne. y Wi.h wa III, IN co"SITu tie Ir�MoTdt,on o' s �o R nce of li �\ \3A%3 Q gatisiactory Pod GP.IFrrITH P \\c DAV1D^J• 4.00 DATE 1/ 1X3' 2.5X4 (At) TC X -LOC L -R: 0.29 5.88 10.95 16.04 18.7.1 BC X -LOC L -R: 0.29 8.50 16.35 18.71 IUT B0170M CHORD CHECKED FOR 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY BRACED 1111H PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: 2x4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. D.C. REOUIREO. ATTACH WITH 2-16d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTDR. 2.5X4 2.5X4. 3X8 BUTTE COUNTY 2x4 DE PARTMENT 0-2-0BUILDING 16-11-4 '" o� do N- ` 19-0-0- OYER.-2-SUPPOFIT D 0`1 R-5800 W- 3.50' ___ _ _ _— - R-5711! M- 3.50" PLT. TYP.-ALPINE SEON-- 45027 REV 15.6.5 SCALE. 0_.3750_ — E' o 0 0 0 0 **IMPOFITANT1 *s"mw ro.T6)w Ks�91ke FoanA WARNING 'NN.�a1w�Eacl ON AM DESIGN CRIT: UBC REF 8427,.--50539 TC LL 16. 0 PSF DATE 06/09/92 47 O C= = 0Ev1AT10M rONJN 1NIS OESIor OO 1NESE S►ECIfSCATIClr. ON AM TAAC114. SEE 406-91 Of IPI. SEE 1NIs 0Es10M p p G CJ FAILUPE 10 DUItD IMF TAUSS 1N EOI/OPIIAIICE WITH OSIeA M 1P1 FON A00111014k SPECIAL. PEIOWENI SUC11G Fe TC DL 10.0 PSF ORWG CAUSn427 92161005 o C� O o Al►IlE EDMECIVIS AM WOE OF 20" CATV. ITE4 IEC!ING FSTN 9JIFEMUTS. UNLESS OIKONISE INDIUTm TCP O' I4" q ► (caps AS mitt. I•1PLr comeci s 10 EAC. rMZ OF oEso SPOLt k LATE"My 6o1= ■ITN AVOLQ 0o1To0 01cPD CA BC OL IU} 5 . 0 PSF CA -EN ALP I t�1E 1RRS AID tAMZ�S OIIEMISE LaAIEO M TNIS 0(5191 POSJ110M CDucCTOlS K* OFlnll.S U0, 150 c 110A -F. OESl91 STANOEOOS if ►11ACIED Rn000 fNEAtNIw •I1N PWER7 ATIACKO 0300 CEILING -- ss TOT.LO. 31 . O PSF 0/A LEN. 14-0-0 E=3 C=3 i T"IUJS TRUSS O [= CSKC4t WA►I'LIfJlM PP17'T1Sl0M Cf ►DS E IPI. AN 041NTEA'S 9TAL ON 1M6 MIAM APTI IES TO 1.E CpPfiEnl DEPICTED /IEA[ ALPI1F IED"IrAL LOOLVE 17/1/91! to%Faof" 9OAlCl ►POLIGL71G/ TIONiSN A C0P1 Of TNIS DUR.FAC. 1.25 PITCH 4.0/!2 4 IN 6c1• AFD SMALt NOt 0E KLIEP IOM IN ►Ur 014 MAV,. DESIGN 10 1ME IRKS TPECTION CONT"ClQQ. SPACING 24.0' TYPE (IPM-- 1 --TPI - IFUSS ASIS 11611IU1[ Ices • 19911H1101P1 OES100 SPCCIFIC4IFM►0Ft'IIDOO CCMIM 43CN L-3 CM C= C= o T:J .6-l:.:• 70P CHORD 2X4 FIR -LARCH 01 BOT CHORD 2X4 FIR-LAACH 01 WEBS 2X4 FJR-LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH �REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT UNLESS 07HERNISE INDICATED. SEE DRWGS. 130 & 150/16OA-F FOR TYP. PLATE LOCATION DETAILS. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATEO AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PA *DINT (WITHIN 12') AND SHOULO NOT OCCUR IN MA W'T TO A PANEL POINT SPLICE. COW4ECTOR PYAT&S DESIWW FLRO�t LUMBER -PER NDS T O� G�p®N REV1sE P toltheP� oceP do' RE�FG� Sp�G\FtEOC! ,�ththe"zenw,06, ooeTpte )e,,, V�M�S Q 9 ot° m gots hattue �aocC alio^ gN Ol dD to( gcoeta°�idk :h the: 1l° the Bb.�ens filch achntclUe al romPi' l,, r, , <<�t le tGI d`n ptppessed�' g5• �d and0eoeol,sh° ,,�,rC:pen`ardczno tOlaitO 1e� ph9 a ooaa to' F.. • tha P. �--�j ecm� �o1ma"cc 3t C/ 4.00✓ ci�o�• cO H ' c°"su�ctoN� oPv\DM GpiFE�� 6-X3 2.5x4 (A 1) TC X -LOC L -R: 0.29 6.78 12.74 18.71 BC X -LOC L-A: 0.29 9.76 18.71 (U) B0770M CHORD CHECKED FDA 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE. 2X4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. AEOUIRED. ATTACH WITH 2-16d MAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL �. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1.5X 4 3X4 3X4 1 1 / 6-7—f5 Na C043INS Eup, 6-30.93 Irji 3X4 %."W (2.5 4 BUILDING DEPARTM N1 0 0-2-0 APPROVE o� *r^.s= US * 19-0-0_ OVER R-590# M- 3.50' _2 SUPPORTS, R-5710 H- 3.50" PLT, TYP.-ALPINE SEQN-- 45028 REV 15.6.5 SCALE 0.3750 o T� e� �' KPJWE ENSIiE[IEO PmDmn. PC. *M IMPORTANT X* /ql BE REsPoNs)n[ rov Arn IFV6sts PEOPIFE EarAEIE cAwE WARNING )w ""*II't fp* If DESIGN CRIT:I USC REF 84277-50540 +1 TC LL 1`6 . 0 PSF GATE cO­6/09/92 Q o p sWALL mvILSIPI room rw)S DES)W DR 1"ESE sPESIrYCl1IQ1S 00 ANY me FM IRS. GEE N19 -DI BY ,At. SEE IRIS OESIGH FAtLLT+E 10 OVILO Ir( 1TNSS IN cc-t0WMA11t[ TITIN OSIBB .1' IPI ALPII( CUMMINS SAO. TIK FCP ADOIT OWL SPECIAL FEGIWENI WAGING AE LOA SS OrKRAISE IfAD IN. +CP PSF TC DL O�• DRF1G CAUSR427 92161ODS ACE MADE or toil S1CR K ALVIN At" CIA A [FLEPI IS WED. APMV COMIEVOPS ID f1he" 0`90f, OF WIFEIEMS. .LY CKpO SNAIL .E LATEPAIBRACED .BIM .wows v /' (K 14 i% 010IA.IiSS 01 EPRIGE LDC.TFO ON TN)S CES104 POS1110W IT $IIAC.ED PLYWnOD SIEAINI.4. BOITDW EMIRD CA l L! SF 13C OL lU� 5 P CA-ENGA ALP INET d 0/A LEN. 19-0-0 0 o COTPtcsoft PER O+IRIN.GS 1". Iib C 15OA•F. OCSIDI SIL14l.a7S SINN POOPEq•Y AIIACED AIGM CEFLUX -- SEE TOT.LD. 31a�0 PSF O� C� TRUSS Cl7IpM M/AOPA IC►BLC F4mV1il ONi DF ICK G IF]. lY [IKII[Cw'S SEAL 01 MIS Wl13I4 APPLIES 10 THE CDJPWWI DCPICTEO IEA[ IN ONLf. 010 SPALL PDT SE ACLICD UPON IN AMY DINER "Ll. AL➢PE tFGNIrJI IOp.iF 11/1/411 TOO Pg017A OftIVAL, APPLICATION. FLOW" A COPY or ,Ws I DESIGN 10 INF TRUSS tPECTIDN CNWIUC11q. OUR:FAC. 1.25, PITCH 4. 07i _2 f= 1-7 C= O O O SPACING 24. 0' MONO" 4 --IPI - fans •LLIE I"STITLIE. 106 - 1591 NATIONAL OISIU/ SPFCIFICATION FOR WOOD CONSIA.IC1Im1 TYPE TOP CHORD 2X4 FIR -LARCH 41 BOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED'IN ACCORDANCE WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 42949. ALL PLATES ARE TO.BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWI14G 130 FOR .'PLATE LOCATIONS ON TYPICAL JOINTS.' NOTE: 2X4 03 HE14-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. E•RACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS'TO A.SUITABLE SUPPORT BY ERECTION CONTRACTOR. G&\,& \ oAS O0"S5 \j XG�P�\0Nt p�Er 140 pN '3\5 M�0 0 JFc.�O ��,\F1E�\�� ce M�` `n�9 e°eons °� eq �`a\\oe �'d AS Sox SP e�a�"\w a^°,O� ho,`8Q°g°5o^shy a ede,` � ko zvp �aaPyad`G�o� eZ��oOrsao,K�ys� X30 58ovs1�can� oRe�o\oco ldna�O'\00%s'"°�A Pec a ° P E. ean os . �' l,crs ,.o,\�� doN ��o �usLa QpJ\O IP 2-0-0 R-3421 W- 3.50' .D FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED By TRUSS MFR. TC X -LOC L -R: 0.29 7.71 0 BC X -LOC L -R: .0.29 7.71 D C SINGLE CUT WEB #-2 ENDS:i N D (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. N TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED (D PURLINS'SPACED AT A MAXIMUM OF 24" O.C. 0 CONNECTOR PLATES DESIGNED FOR GREEN.LUMBER PER NDS TABLE B.iB. N 0 • N N 1X3 O UTTE LINTY WILDING DEPARTMEN1 I� TS TS -7 R-2301 W-.3.50" PLT. TYP.-ALPINE SEGN-- 75850 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR [� O O [� f� O _MERE' PRODUCTS ITC. MPORTANT** "T j SHALL Wl BE RESPONSIBLE FOR ANY 11%1sms TEOUIRE EITPEIE CAPE WARNING NG IN MEWLING. C:3 0EYEAFtG1 FROM PESE SPECIFI[A11UNS 09 Un DEVIATION FROM ERECt ION AND WACIIG SEE 'BMT -78'. (BRACING WOOD TRUSSES - C= O O O THIS DESIGN OR ANT FAILURE TO BUILD THE TRUSS IN COWOMWCE COMMENTARY A40 FECOMQ10Ail Otis -•TPI) . SEE WITH THE 'OUALITY STANDARD OS113B' BY IPI. ALPINE CONNECTORS THIS DESIGN FOR AODMONAL SPECIAL PERNA- •C= [� O O E APE WANUFACTUD FROM 20 GAUGE GALVAHINEO STEEL UNLESS HENT BRACING TEOUIRENEMTS. UNLESS OTHERWISE H� ALPIN N= OIWRNISE SHDNN. MEETING RE°UIREIENIS OF ASIN A446 WOE A. %OMRL TOP 04M SHALL BE LATERALLY BRACED CA 0 C=3 APPLY CONNECTORS TO BOTH FACES AT EACH .)DINT AND LOCATE AS WITH PROPERLY ATTA0EO PLYWOOD SWATHING C .Q' TRUSS - CPT L- SHOWN. PEARING WIDTHS ARE A' 107WIlIAL UNLESS oITER'ATSE SHD+FM. DESIGN SIAMOA1405 CTbrO[W WIMN A".TCABLE PRTIVISIUNS OF BOTTOM CNORO WITH RIGID CEILIWG OR BRACING AS SFECIFIFO ON DESIGN. 00 rOT USE THIS O O C G7 C O PHOS UO •TPI MPCII . DESIGN WITH FIRE RETAROUrt TREATED LUMBER. TPng PLATE IIGTIIUTE. 'POS - 044T:31"L OE31&1 SFECIFICATICN'DA WOOD C011STPUCTIOM -P - J REV 15.2.5 SCALE = 0.5000 DESIGN CRIT: UBC REF R427-649% TC LL 16.0 PSF DATE 02/14/90 TC DL 10.0 PSF ORWG CAUSR427 800450 BC OL (U) 5.0 PSF CA-ENGMSi.••.. TOT.LD. 31.0 PSF 0/A LEN. B-0-0 DUR.FAC. 1.25 PITCH 4.0/12 SPACING 24.0" TYPE MONO -- r JOB: 25870 MATTHEW THIS DWG. PREPARED FROM C TOP CHORD 2X4 FIR -LARCH #i BOT CHORD 2X4 FIR -LARCH #1 -WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES AREL40 BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM,-<.EXCEPT•WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130.F,OR."•PLATE LOCATIONS ON TYPICAL JOINTS.' NOTE:.-*. 2X4 S3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS.. BRACING IS NOT REQUIRED IF_A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. 'BRACING MATERIAL --. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TD A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2.5X4 1X3 4.00�'r 4X4 TC X -LOG L -R: 0.29 5.98 11.15 16.31 22.00 n BC X -LOC L -R: 0.29 7.70 14.59 22.00 D C SINGLE CUT WEB #-TC: 1.4 3 A (U) -BOTTOM CHORD CHECKED FOR 10 PSF.LIVE LOAD. N _V TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED CD PURLINS SPACED AT A MAXIMUM OF 24" O.C. f0 ru CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEP.NDS W TABLE 8.IB. 01 O O /NOEXCEPtIONTAKEk. ..1 : MAKECORRCTIONS ..... N NOTED 0 REJFCTED ] REVISE AND RESUBMIT - ❑ SUBMIT SPECIFlEDITEM_ Checking is only for general confgnnance with the resign concept of them jest and general rompliance v.Ath the information given in the contract dot, ments. Any action shows is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be con, firmed and correlated at the job site; labrication proces$es at td techniques o' construction; coordination of his work with that of all other trades* and the satisfactory performance of his work. DAVID M. GP1FFITH P. 730 DATE g'�•all BY. , �,.,� 1X3 - �4.00 2.5X4 2.5X4 3X4 2.5X4 wnp- -COUNT WILDING DEP A T•MENI2 ii—i—i2 ii—i-12 E D 2 SUPPORTS— R-785# W- 3.50' PLT. TYP.-ALPINESEON-- 5.7.1.1.5FURNISH A COPY OF THIS DESIGN TO ERECTIC MPI1E ENOINEETED PRODUCTS. INC IRJSSES SEMI14E UIPENE CATS 0 o c o o — **IMPORTANT** 4.ULL Not 6E RESPONSIBLE FOR, ANT WARNING m wnxiiND. EAEcrIoH Aro ATRUSS DEVIATION FROM THESE SPECIFICAIZONS O1 ANT DEVIATION FROM DWIIG.SEE 'SIFT -7O'. ®RACING NCCD TRUSSES THIS OESION OR ANY FAILURE TO BUILD THE TRUSS 1M COFOROAKZ C04EPITARY AND PECWO+DATIONS- TPI) . SEE C=3 WITH THE •OOALITY SIANDARO OS1BB' BY 1P1. ALPINE CONNECTORS, THIS DESIGN FOR ADDITIONAL SPECIAL PEINA- ARE MAKWALT REQ FROM 20 GAUGE GALTANIlED S1EEL MA_ESS HENT IUCD G IEOUTIRE ENTS. L NL.ESS OTIERWIM OTHERNISE SHOW MEETING REOUIREIENIS OF ASTM AI16 GRACE A. SHIOIH TOP OCM SHALL BE LATERALLY IIRACEO APPLY CON ECIORS 10 BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTAC ED PLYWOW S EATHINO, SHOWN. BEARING M IS ARE NOMINAL MESS OtKPWtSE 90W. eoTTON OQRO VITH 111010 CEILING OR BRACING DESIGN STANDLADS CvsorWt WITH AP0.ICADLE PPOVISIOS O< As SRECIFIED ON DESIGN. 00 007 USE THIS ANDS AND A7PI (PCI). DESIGN WITH FIRE WTAPDANT TnEATED LUMBER. CA R-6731 W- 3.50' REV -15.2.5 SCALE 0.2500 . DESIGN CRIT: UBC EREFR427---'A3451TC LL 16.0. PSF/23/89TC DL 10.0 PSF27 89296002 BC OL (U) 5.0 PSF TOT.LD. 31.0 PSF 0/A LEN. 22-3-8 DUR.FAC. 1.25 PITCH 4.0/12 �plp EXCE � REJECT C3 Sulam" ChecK+n9 is 1 ject•and gen lnents•.AnY 'specificatio firmed and construCur ''1i,atisfade+ TOP CHORD 2X4 FIR -LARCH oil - 007 CHORD 2X4 FIR -LARCH tf WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRUGS. 13D G 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. NOTE: T141S GABLE 7RUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 24' OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10.0 PSF. (F) REFER TO DRAWING aeWjL999 FOR GABLE FILL DETAIL AND ,• REQUIRFND. BpAt pNTAKE NOTED 3 REVISE AND RESUBMIj TC X -LOC L -R: 0:29 3.4f 6.00 8.59 11.71 BC K -LOC L -R: 0.29 6.00 11.71 VOP CHORD SHACI:_BE-LATERALLY-BRACED-MfITH-PROPERL'Y-CONNECTED PURLINS=SPACED-AT-A_MAXI.MU14-OF 24--0_._C_. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 8.16. NOTE: 2X4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72- MAX. D.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL.. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. rECIF1ED ITEM i'� - n,W of the Pro' . 16—Q I �nl ancev"allo a asigin t contract d°c general con The information given into C° fans and IfOrg ants of the P Ll wmPliance With C, to the re4u+rte lion sh0,w 1s subje dimensions wMch shall iq con' cation Process a„d techniques d Conlraclor is responsible tor' ,related at the 1� site; 4aW of all other Uad�• and 111P Coordination Of his wry wit 'rformanGO of his wo 347313 DAVID'd•�GjR1FFlTH p• ATE .' ” gY . • 4.0007 2.5X4 (AI K6 4?c6 -' 0-2-0 _ 11-0-0 110-0 R -495F U- 3.50' TYP.-ALP1 CONTINUOUS�BEARINGI ' BUTTE COUNTY C= o o o o UIMPOATANTlE1t Iswl IroK6E a 5FOP6 F rOg ANI/ 11�� r9w1w EZIRENE Cow ARNING IN NWcLLPAD. O, O O O CEMIAIIrwrwK 1NI3 OESlat OR THESE S -Cc Ir Ictal iS. 04 A= E1EC11D1 »o 9RACI1r6. SEE N1O-91 wr fol. SEE TWITS WMIGN O O O C� rLILUK TO WILD IW- 1WSS JN CW01 twof 11111/ 0516E 6Y 1P1 ron jLW113Vtk SoEc11L KPI(A1EN1 BAVI , PC r.1 O O o A1P11E CD4l CIOPS IRE XAM tr 20" 61LY. STIEL MELTING 16111 O1IIIOENIS IILLSS O1,f RH15L unlUlEo. Top O O C—i La 4416 91 A EiCIPT AS "0110. Awtl 001fECTOM IO E1CH PACE Or v<M S%Qk ve LAIMLLY Suns •11N pm"n CC== ALPINE• Q IWAS APD 0XISS 011EPUIM LOCATED w IVIS OEST"II M3110M LY /.1IACNM Pt YAgro SNE11N1Pr POTION EPOW O O ODrrLCIM PER 091113PLS 130, 150 C IEOA.-F. OESIW SIAIMUVS WIN R7°rMO 611ACKO RICIO CEIL ITC -- SFE �+�+ O 1 RUSS � TRUSS OisOM f/APPLICAIRE POOVISIOq Or PADS G 101. w CWICINCOVS 1l AR114 ICGHICAL ^LIE 17/1/913 TO% Pg000A O SE Cfl THIS 49LY11C AWL IES 10 INE tOWOMENT MPKIE° KAE IN OPLY• AM SAAL MI 6E IELICO UPON AxY OFWALL APPLICA110N• FrA11v11 IOP'/ 0r INIS 10 U O O C1y C3 19 91PCQ TAI'. 17101 • iPUSS waft INSIIIUIE. Poi - P091 -11.w r %i1 OESIIM Tet T9VSS MCIIw CW4AC1OH. gvc3ric&i1 r. AS SHDWN t •.DEPARTM APPP�6 REV f5. 5 St DESIGN CRIT: UBC REF TC LL 16.0 PSP DAT TC DL 10.0 PSF ORW CA BC OL 5.0 PSF CA -i Na uk FxP � 13. 3x41 .t - U.Ji50 A427–=,5054-1 06/09/92— :4USA427 92161007 TOT. LD. 31.0 PSF 0/A LEN. 12=0-0 DUR.FAC. 1.25 PITCH 4.0/12 SPACING 24.0' TY11F rnmw-- TOP CHORD 2X4 FIR -LARCH f1 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.S.O. RESEARCH REPORT /2949. ALL PLATES ARE CENTERED ON .JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS, 130 S 150/16DA-F FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: 2X4 03 NEM -FIR OR SETTER CONTINUOUS LATERAL BOTION CHORD BRACING It 72' MAX. O.C. REQUIRED. ATTACH WITH 2-160 NAILS. BRACING IS NOT REQUIRED IF A,RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD,' BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TC X -LOC L -R: 0.29 4.41 8.04 13.96 17.59 21.71 E7 BC X -LOC L -R: 0.29 4.41 8.35 13.65 17.59 21.71 c w IU) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. s ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. N CONNECTOR PLAIES DESIGNED FOR GREEN LUMBER PER NOS a' TABLE 8.1B, o NO EXCEPTION TAKE' I MAKE CORRCTIONE o x NOTED a .tJREJFCTED ] REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEM _ ..Am- k�� Checking is only for general conformance with the^asignconcept ofthe pro.i 145 ject and general compliance with the, information given in the contract dor, « f ja' �� ments. Any actior. shown is subject to the requirements of the plans aril f specifications. Contractor is responsible for dimensions which shall be con firmed and correlated at the job site: fabrication processes at rd techniques of�Ijr C VI Ls, construction; coordination of his work with that of all oilier Vader: and Elm or CAr %Io satisfactory performance of his work. DAVID M.iG�PIFFITH PA 730 DATE ' Gv BY. 6X4 X4'" 2X6 (A 1) 3k4 3X4 2X6 (A1) � 4.00 k„ 4.00 1.5X4 ' 3X4" 3X4 6-11=4 4-1-8 3X6 3.5X4 BUTT& COUNTY e- tWlLDING Dd? Sit 4/0-t VE D N =.T 0 _a to REV 15.6.5 SCALE - 0.2500 - DESIGN CRIT: UBC 22-0-0 OVER 2 SUPPORTS TC LL TC DL BC DL (U) TOT, Q. R-7761 'W- 3.50' At I L1. TYP.-ALPINE SEDN-- 45026 0/A LEN. 22-0-0 1= r_7 0 C o I� AlP11E EN.IKCg110 Fs.000C1s [tC. Irlissm NEp.11ne Exlnlr¢ CANE **IMPORTANT*W scall N7T of T1EstoNslerE 1eN ANr WARNING IN HLmim EIELTIm Ira O MIFIx110N 1'" THIs wstcm on THESE SPECIrx&trc15, oa Aim Tlu tuc. SQ H19.91 at 1c1. SU 1HIs OEsicAt G L=) O O r41LLIE 110 0UItO 1K IPUSS IN CONrONNYY.E 011A OSTM 8T TFIFOP A00E11CH&L SPECIAL FErOANCNI MACIK PE p p t :l p ALPINE COroetloas Lllr PUDE or 20[t illy. SIM NCEtIN& ASr rl OJIFENEMS. tP"SS OF-tWISE 11"CATED. TOP O CI O p '0 " FAM Or OEPO SMLL [C LAl[MW( &AICW MCI n tNpeEN /[. APPLT comeCIMrs 1 1. At" FA A IKEPT AS N)O �1= ALPIN r>fp/ ErOrO CA LNr1-S AID UNLESS OTHEPWISE LOCE1Eo ON THIS VESICA Fos1110H It A.1IACHEO ft"MW S.EA[r Ear ItIGIC _ ozee0ofc PEP CPANIHGS 170. Iso C tGOI-F. OCSIVI STIL40IMi KITH POOFMI AIIAOEo CC1LIle -- SEE or.of" r/s:PLjc&l t. oncrFIsIGS is Or H [ 1P). AN rKs,,"n*s ALONE zixtnTGa imLit tl/l/go rob, PQCIK% ,= TRUSS O slat of IHlHUMINS LL LIES 10 Ire LOreOrErr1 OEFIC1C01EPE [$rMALL APPL1Cl110N. WINISN ACYA Or THIS IN MI. AAO WLL 1*1 Q TIELIED IP04 IN ANI OTIE[ DET. OESICAA FO In[ TOUSS EOICIION COOPACto4, 4/0-t VE D N =.T 0 _a to REV 15.6.5 SCALE - 0.2500 - DESIGN CRIT: UBC REF 8427--50536 TC LL TC DL BC DL (U) TOT, Q. 16.0 PSF 10.0 PSF 5.0 ASF 31.0 PSF DATE 06/09/92 ORNG CAUSR427 e21e004 CA -ENG 0/A LEN. 22-0-0 DUR.fAC. 1.25 PITCH 4.0/12 SPACING 24.0' TYPE CIPS -- 1 TOP CHORD 2X4 FIR -LARCH 01 BOT CHORD 2X4 FIR -LARCH /1 WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIRE14ENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS, 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. 70P CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE• 2X4 03 HEH-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 9 72' MAX. O.C.-REOUIRED. ATTACH .WITH -i 2-160 NAILS.,: BRACING "IS'NOT REQUIRED IF A RIGID CEILING IS ATTACHED"DIRECTLY TO BOTTOM CHORD _.,BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X 2.5X4 {Ai} 1X3 4- 7C X -LOC L -R: 0,29 5.66 10.50 15.34 20:71:' BC X -LOC L -R: 0.29 7.27 13.73 20.71 IU) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12'1 AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPL3CE. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.18. .,� L7 NO EXCEPTION TAKEA't�( n�� I MAKE CORRCTIONS D REJFPtED NOTED / ❑ SUHMITSPECIFt -3 REVI ND RESUBMIT ED ITEM Checklgg is only for general co It)ct and general complian rmanco with the `rsign �n ments. An th the informatinn given in the � t alai dothe , Y aellon s�wr rs subject to the requirements specifications. Co at ctor is responsible for' dimensions hick s plans and firmed andcor ate at the' Constructi lob silo; fabrication r shall be t>on . coordination of his work with Process satisfa ty Performance of his work. that of all other trader and ihP DAVID M. GPIFFITH P.E. C34730 DATE r;� BY I iX32.5 4 {A1) 4.00 I n s c V) p N V m N oI 0 0 IV 6fIM- c�o-- n 2.5X4, 2.5X4. ngURE COUNTY3X4 WE DING DEPARTmpw 0_ 10-5-0 10-6-0 2-0-0 21-0-0 OVER 2 SUPPORTS �: A PP OVED - • ; R-7451 W- 3.50'- R-7459 W- 3.50' * A R v4 �-• £ PLT. TYP.-ALPINE SEDN-- 45021 REV 15.6.5 SCALE N, 0:2500 0 o v o 0 o Alms tIf114EPEo oPOIrtILTi +trc. 1(1( IMPORTANT IF IE SHALL Wal SE I*SPu6[OLE 104 Atli 1R65E4 11foulae cAtPi9E cAre WARNING IN W,alw fal Claw AFO DESIGN CRIT: UBC REF R427==50536 TC LL 16.0 PSF DATE 06/09/92 0 0 0 o Qrllllom from TH)S OfSItH w IKSE SPECIFICA11016. 04 ANf SWI M.. SEE HID -91 Of IPI. SEE THIS O4S10I 0 C7 0 0 o r•-+ o o fA)lIK 10 CVilo I.0 lq/\S Its C01to(9O9CE 1111. OST#! N' IP) KPIIQ CMEECIOIK $IE M10E OF 1061 LALV. 51EEL 1EFTI101, ASFN FCA ACOIIICCOL SPECIAL 11CI I&NI 111116C11Ai FE ojlf*?DnS. at ESS OI.fFaf)SC 4401CAIED. Its, 7C OL 10.0 PSF DnWG CAIISR427 mr,11002 CA -EN o C o AAIt pa a fICf 91 AS "'ItoIpL7 OPaEC O% 10 EAC- FLOC or CHOM SNALA EC LAIEWALf i0AQ0 911. PPOKM ATIAOECI IC11NED SY1FM)N4 CUM CA f BC OL lU1 5.0 PSF o ALP INE iK4% uto tKISS 01mIdfISE LOCATED a THIS D1SIrAl POSI1304 LV IOTTO" TH rV*ftq_f I.I IA06011)6)0 0/A LEN. 21-0-0 a o CO/EC10t1I PUI 90A9p4S 170, ISD t 1I0I-F. OLSIW SIUOA104 •1 (x11116 .. SIX 70T,LD. •. PSF TRU55 C COILEM F'INL IC, ILLI Agt(TIC-AS OF 1R) t IPI. AN mulfEa'S 'f At w 1P)S CNI.I"C L66L CS 10 IIE: CO CrEHI UPICIED mfaE In 01". AND boll ml R an ICD~ IN µF 01,eq wall. In Akp3w lfOMtIm IMAM Iff1f011 Foot PROKO 0q1tmA4.4. M:\)CAVION. IXPKNI 4 A OOW9 K 1HIs CES1W tO M IQMS MET IDH 00,410.1C1Da. DUR.FAC. ' 1 .25 PITCH 4.0/12 t= [� _ 1=f o o Ca [a SPACING 24.0' TYPE COMM-- • IRIS fLAlt INSTIIVIC FOS • 1901 Utflowl OESIM 9o'OUrICAflom IaI t1OSD 07.SIMC110H 6fIM- GR I F F I T H & ASSOCIATES ARCHITECTURE • ENGINEERING • INTERIOR DESIGN UTILITY SERVICES STRUCTURAL CALCULATIONS CORDES/SEABURY RESIDENCE Butte Creek Canyon, Butte County CA job number 1000.1 GRAVITY ANALYSIS G sheets LATERAL ANALYSIS L sheets DATA D sheets A David Martin Griffith, P.E. • Matthew Schelly, Architect • J. Martine Sacks 119 Broadway Suite 202 • Chico, CA 95928 • 916.343.4621 FAX 343.4626 page COVER a:\ coverl 02 -Feb -92 05:44 AM � Q�OFESSrpNgt �Q. :�, 4730 = �. civil- Of CAVF�Q 0 /Vrwp wgl-o 1ht- imp .Zpk 4-, lov- I� -7 -7 -7d� -70*1 lie Zeoe, w 1 -0 b (Iwo uz4 'R41ellII vroe4o ore �-� Q? Iz'h� Ii bLdb 49 PL, Iq fi LL, 40 16 tg W Ise: Lt. -s 5w— r rA-.'.' &..t5 ul- 4v le ill e4 Vu. I Olt 90FESS 0 livit OFF A. =) GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION page 1G1 cordes/seabury 1000.1 aA sbeam 5/15/91 02 -Feb -92 DATA 06:10 AM LENGTH 12.00 ft tribwidth= 2.00 ft LL 20.00 psf DL= 15.00 psf surcharge= 0.00 plf ASSUMED DEPTH IN INCHES 5.50 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= in"2 70.00 plf d=length*12/ 240 = 0.60 inches factor for stress: 125% Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1812.50 psi 118.75 psi 1.70E+06 psi BENDING rA. G�Q�,c1 „ r M=w * length"2/8= 1260 ftlbs Sr=M * 12/Fb= SHEAR 8.34 OFF in"3 R=w * length/2= 420.00 lbs V=w*(length-(2*DEPTH/12))/2= 387.92 Ar=1.5*V/(Fv*sf)= 4.90 in"2 DEFLECTION wDL 30.00 =(tribwidth*DL)+surcharge wd=tribwidth * LL= 40.00 plf Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 18.30 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12"3)/(384*E*Ir)= 0.45 inches SUMMARY SECTION S A I required 8.34 4.90 18.30 @ 24 inches o/c try: 2x6 7.56. 8.25 20.80 0.40 ACTUAL DL DEFLECTIO 2x8 13.14 10.88 47.64 STRUCTURAL CALCULATIONS 02 -Feb -92 } GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION cordes/seabury 1000.1 LENGTH 12.00 ft tribwidth= R=w' length/2= 400.00 lbs 1.33 ft LL 40.00 psf DL= 10.00 psf surcharge= 0.00 plf i/ Ir=5'wd"(length"4)"(12"3)/(384"E"d)= ASSUMED DEPTH IN INCHES 11.25 split factor sf= w=tribwidth"(DL+LL)+surcharge= SUMMARY 66.67 plf d=length' 12/ 360 = 0.40 inches factor for stress: 100% page 1G2 a:1 sbeam 5/15/91 02 -Feb -92 06:21 AM 1.00 Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDING ' M=w*length"2/8= 1200 ftlbs Sr=M' 12/Fb= SHEAR 9.93 in -3 R=w' length/2= 400.00 lbs V=w`(length-(2`DEPTH/12))/2= 337.50 Ar=1.5"V/(Fv'sf)= 5.33 in"2 DEFLECTION wDL 13.33=(tribwidth'DL)+surcharge wd=tribwidth" LL= 53.33 plf Ir=5'wd"(length"4)"(12"3)/(384"E"d)= 36.59 in"4 DEAD LOAD DEFLECTION based on Ir: D=5'wDL'(length"4)'(12"3)/(384*E"Ir)= 0.10 inches SUMMARY SECTION S A I required 9.93 5.33 36.59 @ try: 2x6 7.56 8.25 20.80 2x8 13.14 10.88 47.64 UA*-., J�KJ-Z V 2 b�, STRUCTURAL CALCULATIONS o Qa0` E SSIp�,Q( G,q,.� All �n 16 inches o/c 0.18 ACTUAL DL DEFLECTIO 02 -Feb -92 \ 1 GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION cordes/seabury 1000.1 deck joists DATA 1' page 1G3 a:\ sbeam 5/15/91 02 -Feb -92 06:47 AM LENGTH ✓8.00 ft tribwidth= 1.33 ft LL 40.00 psf ✓ DL= ✓ 19.00 psf surcharge= 0.00 plf ASSUMED DEPTH IN INCHES '5.50 split factor sf= 1.00 w=tribwidth'(DL+LL)+surcharge= 78.67 plf d=length' 12/ 360 = 0.27 inches factor for stress: 100% Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDING RpEESS10iyQ M=w' length"2/8= 629 .ftlbs t �`�Q��O M• �R/,���Zc Sr=M " 12/Fb= 5.21 in"3 SHEAR Q K' I.C1.4730 r R=w" length/2= 314.67 lbs ��. /IV V=w*(length-(2"DEPTH/12))/2= 278.61 aFc�, Ar=1.5'V/(Fv'sf)= 4.40 in"2 DEFLECTION wDL 25.33 =(tribwidth"DL)+surcharge wd=tribwidth" LL= 53.33 plf Ir=5'wd'(length"4)`(12"3)/(384"E"d)= 10.84 in"4 DEAD LOAD DEFLECTION based on Ir: D=5"wDL"(length"4)"(12'3)/(384"E"Ir)= 0.13 inches SUMMARY SECTION - S A I required 5.21 4.40 10.84 @ 16 inches o/c , try: 2x6 7.56 8.25 20.80 0.07 ACTUAL DL DEFLECTIO 2x8 13.14 10.88 47.64 11Lvy'uz STRUCTURAL CALCULATIONS 02 -Feb -92 GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION cordes/seabury 1000.1 page 1G4 a:\ sbeam 5/15/91 02 -Feb -92 - DATA 06:49 AM ✓4.00 LENGTH ft tribwidth= 1.33 ft LL 40.00 psf DL= 6.50 psf surcharge= 0.00 plf ASSUMED DEPTH IN INCHES ✓ 3.50 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= 62.00 plf d=length' 12/ 360 = 0.13 inches factor for stress: 100% Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDING M=w*length"2/8= 124 ftlbs Sr=M * 12/Fb= SHEAR R=w*length/2= 124.00 lbs V=w*(length-(2"DEPTH/12))/2= 105.92 Ar=1.5*V/(Fv*sf)= DEFLECTION 1.03 in"3 1.67 in"2 wDL 8.67 =(tribwidth*DL)+surcharge wd=tribwidth*LL= 53.33 plf Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 1.36 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12"3)/(384*E*Ir)= 0.02 inches SUMMARY SECTION S A I required 1.03 1.67 1.36 @ try: 2x4 3.06 5.25 5.36 STRUCTURAL CALCULATIONS C34730 s *� "LX" 4 OF Ca"O 16 inches o/c 0.01 ACTUAL DL DEFLECTIO 02 -Feb -92 Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 27.44 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length^4)*(12"3)/(384*E*Ir)= 0.07 inches SUMMARY SECTION S A I required 16.35 17.62 27.44 @ 96 inches o/c try: 4x6 17.65 19.25 48.53 I 0.04 ACTUAL DL DEFLECTIO .Irx I STRUCTURAL CALCULATIONS f I 02 -Feb -92 GRIFFITH & ASSOCIATES r SIMPLE BEAM DOCUMENTATION page 1G5 cordes/seabury 1000.1 aA sbeam 5/15/91 02-Feb-92 DATA 06:40 AM LENGTH ✓6.00 ft tribwidth= 8.00 ft LL 40.00 psf DL= 13.00 psf surcharge= 15.00 plf ASSUMED DEPTH IN INCHES 5.50 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= 439.00 plf d=length*12/ 360 = 0.20 inches factor for stress: 100% Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDING M=w * length^2/8= 1976 ftlbs f�S'rS�,<2 ` Sr=M * 12/Fb= 16.35 in"3 • SH EAR QaofEssrorogt R=w * length/2= 1317.00 lbs QUO M. GR Ey V=w*(length-(2*DEPTH/12))/2= 1115.79 Ar=1.5*V/(Fv*sf)= 17.62 in"2 W Q ' \ " ``• s x o No-,9730 DEFLECTION `1 wDL 119.00 =(tribwidth*DL)+surcharge sTgT COFV�p wd=tribwidth* LL= '320.00 plf �OQa\P Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 27.44 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length^4)*(12"3)/(384*E*Ir)= 0.07 inches SUMMARY SECTION S A I required 16.35 17.62 27.44 @ 96 inches o/c try: 4x6 17.65 19.25 48.53 I 0.04 ACTUAL DL DEFLECTIO .Irx I STRUCTURAL CALCULATIONS f I 02 -Feb -92 z Ras Wma, W t- I!Dn TLA W 24,o 4cO &C.CM-1 loq '-7 %C> Q. V4 4 -2 Z4 -Z4. �l R*i v -'f 1-� t> - ICK RE 'C - tri GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION page 2G1 cordes/seabury 1000.1 aA sbeam 5/15/91 02 -Feb -92 DATA 07:26 AM LENGTH 11.00 ft tribwidth= 11.00 ft LL 40.00 psf DL= 10.00 psf surcharge= 10.00 plf ( �~ ASSUMED DEPTH IN INCHES 11.25 split factor sf= 1.33 w=tribwidth*(DL+LL)+surcharge= 560.00 plf d=length * 12/ 360 = 0.37 inches factor for stress: 100% Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDING M=w*length"2/8= 8470 ftlbs ,- Sr=M' 12/Fb= 70.10 in"3 SHEAR Q4pfESSlpNq R=w * length/2= 3080.00 lbsN Y - ry ; ` 30 " 1 V=w' len th- 2' DEPTH/12 /2= 2555.00 N, %-, �s Ar=1.5 V/(Fv sf)= 30.33 in"2 �� iv��- �\P DEFLECTION 4 OF CA��Q wDL 120.00 =(tribwidth*DL)+surcharge wd=tribwidth*LL= 440.00 plf Ir=5*wd'(length"4)*(12"3)/(384*E'd)= 232.53 in"4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length^4)'(12^3)/(384*E'Ir)= 0.10 inches SUMMARY SECTION S A I required 70.10 30.33 232.53 @ 132 inches o/c try: 4x12 73.83 39.38 415.28 0.06 ACTUAL DL DEFLECTIO lu Lk,11 STRUCTURAL CALCULATIONS 02 -Feb -92 -\ GRIFFITH & ASSOCIATES SIMPLE BEAM' DOCUMENTATION cordes/seabury 1000.1 DATA page 2G2 a:\ sbeam 5/15/91 03 -Feb -92 08:09 AM LENGTH 21.00 ft tribwidth= 1.00 ft LL 860.00 psf DL= 149.00 psf surcharge= 40.00 plf Ar=1.5*V/(Fv*sf)= 91.19 ASSUMED DEPTH IN INCHES 11.25 split factor sf= 1.00 w=tribwidth*(DL+LL)+surcharge= 1049.00 plf d=lenath*12/ 360 = 0.70 inches factor for stress: 100% Fb Fv E 24fV8 GL 2400.00 psi 165.00 psi 1.80E+06 repetitive w/increase 2400.00 psi 165.00 psi 1.80E+06 psi BENDING 0.15 inches M=w*length^2/8= 57826 ftlbs Sr=M * 12/Fb= 289.13 in^3 QROEESSIONq� SHEAR R=w*length/2= 11014.50 lbs ►�o; C34730 V=w*(length-(2"DEPTH/12))/2= 10031.06 Ar=1.5*V/(Fv*sf)= 91.19 in^2 srq` DEFLECTION 'F OF C wDL 189.00 =(tribwidth*DL)+surcharge wd=tribwidth* LL= 860.00 plf Ir=5*wd*(length^4)*(12^3)/(384*E*d)= 2986.67 in^4 DEAD LOAD DEFLECTION based on Ir: D=5'wDL*(length'4)*(12^3)/(384*E*Ir)= 0.15 inches SUMMARY SECTION S A 1 required 289.13 91.19 2986.67 @ 12 inches o/c try: 10.75x15 393.30 161.30 3023.00 0.15 ACTUAL DL DEFLECTIO 5.13x19.5 307.70 99.90 3167.00 I %oD (STRUCTURAL CALCULATIONS a`"'O W t4-RZz t' lq� 03 -Feb -92 ;z. 'j GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION cordes/seabury 1000.1 LENGTH 6.00 ft tribwidth= 9.50 ft LL 20.00 psf DL= 15.00 psf surcharge= 10.00 plf ASSUMED DEPTH IN INCHES 5.50 split factor sf= w=tribwidth*(DL+LL)+surcharge= 342.50 plf d=length" 12/ 360 = 0.20 inches factor for stress: 100% ` i page 2G3 aA sbeam 5/15/91 03 -Feb -92 08:21 AM Fb Fv E #2df 1250.00 95.00 1.70E+06 single w/increase 1250.00 psi 95.00 psi 1.70E+06 psi BENDING M=w * length"2/8= 1541 ftlbs Sr=M * 12/Fb= 14.80 in -3 SHEAR. R=w * length/2= 1027.50 lbs V=w*(length-(2*DEPTH/12))/2= 870.52 Ar=1.5*V/(Fv*sf)= 10.33 in -2 DEFLECTION wDL 152.50 =(tribwidth*DL)+surcharge wd=tribwidth*LL= 190.00 plf Ir=S* wd*(length"4)*(12"3)/(384* E*d)= DEAD LOAD DEFLECTION based on Ir: D=5* wDL* (length"4)* (12"3)/(384* E* Ir)= SUMMARY SECTION S A I required 14.80 10.33 16.30 @ try: 4x6 17.65 19.25 48.53 4x8 30.66 25.38 111.15 STRUCTURAL CALCULATIONS 16.30 in"4 0.16 inches 1.33 /RQFESSIQryq� GRA �Fti�z Q A30 y i �N C C 10- 4 OF CAVE/ 114 inches o/c 0.05 ACTUAL DL DEFLECTIO 03 -Feb -92 z(t4 SAI'' PLANE - Planar Frame and Truss Analysis Version 1.52 - 03/30/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. a Raton FL 33432 (305) 392-6597 User ttSSSSSS Input data filename: a:\2g4 DATE: 2- 3-1992 - TIME: 8: 3:27 PROJECT: beam 15 QROEES510Nq� MG Fy * GENERAL DATA M. R Members: 4 ¢ p N` x730 Joints': 5 Load Conditions: 1 Elasticity: 1800.0 ksi Structure: PLANE FRAME 4� OF CAVFO *** JOINT DATA (feet) *** JT MEM X Y R V H UNIF 1 1 .00 .00 .00 0 1 0 .24`1 .00 2 2.00 8.00 .00 0 0 0 .00 2.00 ' 4 10.00 .00 0 0 0 12.00 .00 0 0 0 5 20.00. .00 0 1 1 *** MEMBER DATA *** PY PX kip -ft MEM FM TO TYPE AREA INERTIA E LENGTH sq in. in**4 ksi feet 1 1 2 0 120.00 4000.0 1800. 8.00 2 2 3 0 120.00 4000.0 1800. 2.00 3 3 4 0 120.00 4000.0 1800. 2.00 4 4 5 -0 120.00 4000.0 1800. 8.00 *************************************** *** OUTPUT FOR LOADING CONDITION 1 *** *************************************** *** MEMBER LOADS (UNIF-klf, CONC-kips) *** TYPE MEM LOAD ALPHA BEGIN END UNIF 1 .24`� .00 .00 8.00 UNIF 2 .24`1 .00 .00 2.00 UNIF 3 .24`/ .00 .00 2.00 T,WIF 4 .24✓ .00 .00 8.00 * * JOINT LOADS *** JT MOMENT PY PX kip -ft kips kips End of PLANE Elapsed Time: 0 min 2 sec �c 2\ 24 -FJ S Gl_ OP l 9-x I" 24-eVY) 1,L� Q �? :"D, s I 32SD r 2 .0 _11.02 .00 *** JOINT DEFORMATIONS *** ROTATION VERT HORIZ radians inches inches 1 -.00725 .000 .000 2 3 -.00189 .00053 -.521 -.53 .000 .000 4 .00259 -.498 .000 5 .00654 .000 .000z� �-' * * * MEMBER FORCES * * * z Q U& -7z 3ZZ p �O MOM - Negative when clockwise SHR - Positive when acting in the positive Y -direction AXIAL - Positive when acting in the positive X -direction MEM S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL kip -ft kip -ft kips kips kips kips 1 ..00 64.46 9.02 -7.09 .00 .00 2-64. 56.13 -3.93 4.41 .00 .00 3 -56.13 46.83 -4.41 4.89 .00 .00 4 -46.83 ~`---.,00 `. -4.89 6.82 .00 .00 *** RESTRAINING FORCES AT SUPPORTS RX JT MOMENT kip -ft RY kips kip H KCIZ sus 9.02 p( (D11- �O 1 .0 . Kst, z �j2Z, 7C> .0 6.82 .00 Z 4 End of PLANE Elapsed Time: 0 min 2 sec �c 2\ 24 -FJ S Gl_ OP l 9-x I" 24-eVY) 1,L� Q �? :"D, s I 32SD r L Qo 30 220 158 83 32 3 34 C 31 216 F). 78 Fy = 36 ksi 16 36 ksi COLUMNS I I - Standard steel 73 °. pipe Allowable concentric loads in kips Lll� Y� >32 - 34 201 3 Nominal Dia. 12 10 8 6 5 4 311, 1 3 0 315 ` Wall Thickness Weight per Foot 0.375 0.365 0.322 0.280 0.258 0.231 0.226 0.216 49.56 40.48 28.55 1 18.97 14.62 10.79 . 9.11 7.58 93 L Qo 30 220 158 83 32 17 C 31 216 F). 78 30 16 36 ksi I I 211 t 73 29 >32 - 34 201 137 65 25 0 315 257 181 121 93 68 58 48 58 23 6 303 246 171 110 83 59 48 38 21 7 301 243 168 108 81 57 46 36 S. t; 8 299 241 166 106 78 54 44 34 K 0 9 296 238 163 103 76 52 41 31 7 if 2.68 2.23 10 293 235 161 101 73 49 38 28 3.02 ' _ m 11 291 232 158 98 71 46 35 25 '^ f I G z' 0 12 288 229 155 95 68 43 32 22 factor 13 285 226 152 92 65 40 29 19 41.7 23.9 0 14 282 223 149 89 61 36 25 16 Note: Heavy line indicates KI1r of 200. 15 278 220 145 86 58 33 22 14 16 275 216 142 82 55 29. 19 12 N� �t. n 17 272 213 138 79 51 26 17 11 ZJ 18 268 209 135 75 47 23 15 10 d 19 265 205 131 71 43 21 14- 9 r.' 20 261 201 127 67 39 19 12 22 254 193 119 59 32 15 10 '. 24 246 185 111 51 27 13 25 242 180 106 47 25 12 e! 26 238 176 102 43 23 28 229 167 93 37 20 L Qo 30 220 158 83 32 17 C 31 216 152 78 30 16 I I 211 148 73 29 >32 - 34 201 137 65 25 36 192 127 58 23 LL'. 37 186 120 55 21 38 181 115 52 40 171 104. 47 Properties Area A (in.2) 14.6 11.9 8.40 5.58 4.30 3.17 2.68 2.23 1 (in.') 279 161 72.5 28.1 15.2 7.23 4.79 3.02 ' _ r (in.) 4.38. 3.67 2.94 2.25 1.88 1.51 1.34 1.16 '^ f I G 8 )factor 0.333 0.398 0.500 0.657 0.789 0.987 1.12 1.29 factor K ° a 41.7 23.9 10.8 4.21 2.26 1.08 0.717 0.447 11 r.. F ° Tabulated values of a must be multiplied by 106. Note: Heavy line indicates KI1r of 200. I � X J I: FOIZ Hel6H-r 7 Z'o I Cf = 0, 9 / = J.'4 4p 61 1-7 6g pl, LgIL-No C34 30 GRIFFITH & ASSOCIATES DIAPHRAGM "DOCUMENTATION cordes/seabury 1000.1 DIAPHRAGM DESIGN DATA length 22 ft depth 22 ft V 1945 lbs applied w 88 =V/length plf / S/8nj,4Y• ✓ page 1 L1 aA DIAPH 7/9/91 SHEAR DESIGN Vs 973 =V/2 lbs v 44 =Vs/depth plf j 1w/8d @ 6"oc edges,l2"oc fieldjA=2401 CHORD DESIGN M 5348.7 =w" length^2/8 ftlbs Chord tension or compression C 243.12 =M/depth lbs " chord member A 5.25 sqinuse 2x4--min=pla`te=or-bl&ck- stress 46.31 =C/A psi • chord splice 16d nails required: 1.69 =C/(108"4/3) or 3/4" dia MB required: IN WOOD 0.19 =C/(1930"1/2"4/3) IN MASONRY 0.0091 =C/(20000' 4/3) STRUCTURAL CALCULATIONS C u"se=std plate- spiice_with_6:.-1.6.d' %-16 ode or use CS150 R=1650# w/16" end length TWO STRAPS or l st6236 R=2475"4/3=3300# l M kip ko:!C34730 sr C 1 V 1\- OF CAVFOQ, 03 -Feb -92 I ( ZL_ Z 9STiF ESS/p4,, 1 n z q 1C w•�rJ' 3 �Q `� M. GANF,ycy aI cc o. 3 0 y � OF CAUEO ' •e�-1.,� INS ZD no VACPt� ? Qjll � ht= Lx�j'j 24Z i� GRIFFITH & ASSOCIATES DIAPHRAGM DOCUMENTATION cordes/seabury 1000.1 DIAPHRAGM DESIGN DATA length 30 ft depth 40 ft V 3978 lbs applied w 133 =V/length plf SHEAR. DESIGN Vs 1989 =V/2 lbs v 50 =Vs/depth plf page 20 a:\ DIAPH 7/9/91 useT0:7 -11 CDX-plywood-sheathing I " I-v�/_8d:@-6_'oc_edges,l_0"-O-c�field R=180 CHORD DESIGN M 14917. =w"length"2/8 ftlbs Chord tension or compression C 372.93 =M/depth lbs ' chord member A 5.25 sqin stress 71.04 =C/A psi • chord splice 16d nails required: 2.59 =C/(108.4/3) or 3/4" dia MB required: IN -WOOD 0.29 =C/(1930"1/2'4/3) IN MASONRY 0.0139 =C/(20000"4/3) STRUCTURAL CALCULATIONS use 2x4 min.p late or block QaOFESSIphq C-3 \o �M. G LU AC34130 ' 9 sT C I V 1\- ATF OF cA��EOQ` use s -td --p Eafe splice with 6-16d ✓� or CS150 R=1650# w/16" end length TW RAPS or I st6236 R=247 3=3300# 1 03 -Feb -92 0 SH EARWALL DOCUMENTATION CORDES SEABURY 1000.1 page 21_2 DATA t length 9.00 It shearwalls this line AA shearwall: length= 3.00 ft 33% SW height= 9.75 If openings 0.00 ft LOADS Vabv 0 lbs shear M 0 ftlbs DIAPHRAGM via collector 603 lbs shear COLLECT 22.00 f1 L 603=D+Vabv (THIS LINE) v=Ulength 201 lbs/ft vo 201 =U(length-openings) vertical T Wwall= 11.00 psf load Wvert= 165.00 plf DATA weight of wall=WW=Wwall*length* height= 321.75 lbs surcharge=S=Wvert'length= 495.00 lbs P=weight of wall+surcharge=WW+S= 816.75 lbs STABILITY Mot 5879.25=L'height+M ftlbs 1.5'Mot= 8819 ftlbs Mr=P'length'0.5= -1225 ftllbs Mhd=1.5'Mot-Mr= 7594 ftlbs HD 1551 =(Mot+Mr)/length lbs HDalt 2531 =(Mhd/length) use HD= 1551 STRUCTURAL PROVIDE: SW/COLLECTOR CONNECTION 201 pff G/tie- ooh )C60F O QROFESS/p�,q� JA. Glyl. i 0 34/30 i �t 4Tf OF CA��FO� DIAPHRAGM CONNECTION 82 plf provide ADEQUATE diaphragm SHEAR PANEL RESISTANCE OF 201 plf 1/0CDX w/_8d'@-6"71'2" oc R=260 plf] @ level of openings 201 plf 1280 BASE CONNECTION 201 plf t116Cnails_96._"6C7j:�7 BASE COLLECTOR 3.00 201 plf JR= 144 #116d 0.50 '/16d= 288 plfj HOLDOWN RESISTANCE OF 1551 lbs t)use ST6224'R= 1875 lbs . R= 11620 l/ AD -LOAD RESISTING MOMENT CHECK footing: Dttg= 9.00 ft Widthftg 0.67 If surcharge 3747 plf Mf 0 8.70 ft 1)7 Dba 1.00 feet widthBASE= .33 feet Wftg 130 - ase'widthBAS E+(Dftg-Dbase) *Width ftg)'150 plf endload 10396 1 sea end applied TOTAL OVERTURNING MOMENT Mo 11306=L'(Dftg ight)+M+Mf ftlbs 1.5' Motf 16959 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)"Lhg'2)/2-(Lftg'endload) .-...652 additional resistance required -265694 fad Structural Calculations 03 -Feb -92 page -1 SHEARWALL DOCUMENTATION CORDES SEABURY 1000.1 page 21_3 DATA t_length 24.00 ft shearwalls this line plf AA ! tt'1CNv shearwall: length= 24.00 ft 100% SW height= 4.00 ft openings 0.00 ft LOADS Vabv 1809 lbs shear plf JR= 993 H/AB/ 4.00 */AB= 248 plf M 0 hlbs lbs NA DIAPHRAGM via collector 1989 lbs shear COLLECT 22.00 ft _ L 3798=D+Vabv (THIS LINE) v=LNength 158 lbs/ft vo 158 =U(length-openings) vertical Wwall= 11.00 psf load Wvert= 40.00 plf DATA weight of wall=WW=Wwall'length*height= 1056.00 lbs surcharge=S=Wvert*length= 960.00 lbs P=weight of wall+surcharge=WW+S= 2016.00 lbs C 7� STABILITY Mot 15192.00 =L'height+M ftlbs 1.5'Mot= 22788 ftlbs Mr=P'length •0.5= -24192 ftllbs Mhd=1.5'Mot-Mr= -1404 ftlbs HD -375 =(Mot+Mr)/length lbs HDalt -59 =(Mhd/length) use HD= -59 STRUCTURAL PROVIDE: W/C T R tov�n1 ;171xsr No. X34730 = sr CI V1�- �P \oF cAv4°� S OLLEC O CONNECTiviv ao Pu DIAPHRAGM CONNECTION 90 plf provide ADEQUATE diaphragm DEAD—LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 ft Widthftg 0.50 It surcharge 150 plf Mf 17638 Lftg 24.00 It Dbase 0.50 feet widthBASE= 1.25 feet Wttg 169 =(Dbase' width BASE+(Dftg-Dbase) *Width ftg)'150 endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 38527=L'(Dftg+height)+M+Mf ftlbs 1.5 • Mott 57790 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg '2)/2-(Lhg 'end load) -115992 additional resistance required -58201 ftlbs Structural Calculations 03 -Feb -92 plt page -1 SHEAR PANEL RESISTANCE OF 158 plf j_1/2;CDXw/_8d_@_6.112 oc R=260 plf ! tt'1CNv @ level of openings 158 plf 1280 BASE CONNECTION 158 plf [J 172"_di7&E[@_ _ _ _ _48""oc BASE COLLECTOR 24.00 158 plf JR= 993 H/AB/ 4.00 */AB= 248 plf HOLDOWN RESISTANCE OF -59 lbs NA DEAD—LOAD RESISTING MOMENT CHECK footing: Dftg= 1.50 ft Widthftg 0.50 It surcharge 150 plf Mf 17638 Lftg 24.00 It Dbase 0.50 feet widthBASE= 1.25 feet Wttg 169 =(Dbase' width BASE+(Dftg-Dbase) *Width ftg)'150 endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 38527=L'(Dftg+height)+M+Mf ftlbs 1.5 • Mott 57790 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg '2)/2-(Lhg 'end load) -115992 additional resistance required -58201 ftlbs Structural Calculations 03 -Feb -92 plt page -1 SOILS RESULTANT R=P+(Lftg'(Whg+surcharge))= e=(Mott—(Lftg' endload)/R= Lftg/6= maximum soil pressure=p=(RlLftg)'(1+(6'e/Lftg))= (when a<=length/6) maximum soil pre ssure=p=2R/(3'(Lftg/2—e))= (when a>length/6) actual soil pressure=p/widthBASE= ALLOWABLE soil pressure 9666 lbs 3.99 ft 4.00 ft 804.07 plf 0.00 plf 643.26 psf / 1600.00 4/3' 1200 psf ✓ FA QapF ESSIp�,q GRirc o N ".. C34T30 2 ' sr9� OF CA Structural Calculations 03—Feb-92 page -2 SHEARWALL DOCUMENTATION CORDES SEABURY 1000.1 surcharge=S=Wvert'length= page 21-4 DATA t_length 11.00 ft shearwalls this line AA shearwall: length= 11.00 ft 100% SW height= 9.75 ft openings 0.00 It LOADS Vabv 0 lbs shear M 0 ftlbs DIAPHRAGM.via collector 2796 lbs shear COLLECT 22.00 If L 2796 =D+Vabv (THIS LINE) v=Ulength 254 lbs/ft vo 254=U(length-openings) vertical Wwall= 11.00 psf load Wvert= 164.00 plf FLOOR ABOVE+BELOW DATA weight of wall =WW=Wwall'length*height= 1179.75 lbs surcharge=S=Wvert'length= 1804.00 lbs P=weight of wall+surcharge=WW+S= 2983.75 lbs STABILITY Mot 27261.00=L'height+M ftlbs 1.5'Mot= 40892 ftlbs Mr=P'length '0.5= -16411 ftllbs Mhd=1.5'Mot-Mr= 24481 ftlbs HD 986 =(Mot+Mr)/length lbs HDalt 2226 =(Mhd/length) use HD= 986 STRUCTURAL PROVIDE: 6d nails @ 6�"o`c,7 / JR= 144 N/16d 0.50 '/16d= 288 pill )/ oR I tl"thLS C' rl(o�b� oG = t:�"VC, -1/2" CDX w/ 8d @ 6"/12" oc R=260 plf l� 1280 ocj J R= 993 N/AB/ 2.67 '/AB= 373- plf use_HID Aon dbrstu w/"B" anchJ=3270Ibsl✓ SjA-B!G 0,4) jk ,4A) . t4 SW/COLLECTOR CONNECTION 254 plf DIAPHRAGM CONNECTION 127 plf SHEAR PANEL RESISTANCE OF 254 plf @ level of openings 254 plf BASE CONNECTION 254 plf BASE COLLECTOR 11.00 254 plf HOLDOWN RESISTANCE OF 986 lbs �,ln/5 00 BXF F/ffr O Q�OFESS(O�yq� N4...C34730 sr C10 - OF 10 -OF CA1�F�P DEAD—LOAD RESISTING MOMENT CHECK tooting: Dhg= 4.00 ft Widthftg 0.50 ft surcharge 0 plf MI 0 Lftg 12.50 ft Dbase 1.00 feet widthBASE= 2.00 feet Wftg 525=(Dbase*width BASE+(Dftg-Dbase) *Width ftg)'l50 plf endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 38445=L'(Dftg+height)+M+Mf ftlbs 1.5' Motf 57668 plus TOTAL RESISTING MOMENT. Mtr= =Mr-((Wftg+surcharge)' Lftg^2)/2-(Lftg*on dload) -57426 additional resistance required 241 ftlbs Structural Calculations 03 -Feb -92 page -1 � rM 4� Of CA�1F��� a7. Structural Calculations 03—Feb-92 page -2 7 -� SOILS RESULTANT R=P+(Lhg'(Whg+surcharge))= 9546 lbs e=(Mott—(Lftg'endload)/R= 4.03 h Lftg/6= 2.08 ft maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= 0.00 plf (when e<=length/6) maximum soil pressure=p=2R/(3'(Lftg/2—e))= 2863.18 plf (when e>length/6) actual soil pressure=p/widthBASE= 1431.59 psf " % ALLOWABLE soil pressure 2000.00 4/3 1500 psf v � rM 4� Of CA�1F��� a7. Structural Calculations 03—Feb-92 page -2 SHEARWALL DOCUMENTATION CORDES SEABURY 1000.1 44 pit page 21_5 DATA '- t length 8.00 It she Is this line plf AA @ level of openings 122 pll 1280 shearwall: length= 8.00 It I 122 100% SW height= 8.00 It 122 openings 0.00 ft LOADS Vabv 0 lbs shear 447 lbs {[use ST6224)R= 1875 lbs -rb M 0 ftlbs R= 11620�I . W DIAPHRAGM via collector 973 lbs shear footing: Dftg= 9.00 COLLECT 22.00 ft L 973=D+Vabv Widthftg 0.67 (THIS LINE) v=Ulength 122 lbs/ft vo Mf ftg 122 =U(length-openings) vertical Wwall= 11.00 psf D 1.00 feet load Wvert= 165.00 plf widthBASE= .33 feet DATA Whg 130 Dbas ' tdthBASE+(Dftg-Dbase) weight of wall =WW=Wwall*length*height= endload 704.00 lbs surcharge=S=Wvert'length= •.••.•..• 1320.00 lbs P=weight of wall+surcharge=WW+S= 2024.00 lbs STABILITY Mot 7780.00=L'height+M ftlbs -289524 additional resistance required 1.5'Mot= 11670 ftlbs Mr=P'length '0.5= -8096 ftilbs Mhd=1.5'Mot-Mr= 3574 ftlbs HD -40 =(Mot+Mr)/length lbs HDalt 447 =(Mhd/length) use HD= 447 STRUCTURAL PROVIDE: SW/COLLECTOR CONNECTION 122 plf C� `.`nen7�ft= 9Tf DF CAS-�c0 DIAPHRAGM CONNECTION 44 pit provide ADEQUATE diaphragm SHEAR PANEL RESISTANCE OF 122 plf /1 2 CDX w/ Sd @ 6/1 oc R=260 plf I @ level of openings 122 pll 1280 BASE CONNECTION 122 plf O16d-nails'@ BASE COLLECTOR 8.00 122 pit JR= 144 N/16d 0.50 '/16d= 288 plfj HOLDOWN RESISTANCE OF 447 lbs {[use ST6224)R= 1875 lbs -rb • R= 11620�I . W AD -LOAD RESISTING MOMENT CHECK footing: Dftg= 9.00 h Widthftg 0.67 It surcharge 3747 plf Mf ftg 8.70 It D 1.00 feet widthBASE= .33 feet Whg 130 Dbas ' tdthBASE+(Dftg-Dbase) *Width ftg)'150 plf endload 10396 lbs nd applied TOTAL OVERTURNING MOMENT Mo 16533 =L'(Dftg+het +M+MI Ilbs 1.5' Mott 24799 plus TOTAL RESISTING MOMENT Mtr= =Mr-((W ftg+surcharge)' Lftg "2)/2-(Lftg' endioad) -289524 additional resistance required -264725 ftlbs Structural Calculations 03 -Feb -92 page -1 N SH EARWALL DOCUMENTATION CORDES SEASURY 1000.1 / page 21_6 DATA t len th ✓ ft shearwalls this line AA shearwal ** length= 6.00 It 38% SW height= 9.00 ft openings 0.00 ft LOADS Vabv 365 lbs shear M 0 ftlbs DIAPHRAGM via collector 315 lbs shear COLLECT 8.00 It L 680 =D+Vabv (THIS LINE) v=Ulength 113 lbs/ft vo 113 =U(length-openings) vertical Wwall= 11.00 psi load Wvert= 165.00 pit DATA weight of wall=W W=Wwall' length' height= 594.00 lbs surcharge=S=Wvert'length= 990.00 lbs P=weight of wall+surcharge=W W+S= 1584.00 lbs STABILITY Mot 6118.88 =L'height+M Ribs 1.5'Mot= 9178 Ribs Mr=P'length '0.5= -4752 ftilbs Mhd=1.5'Mot-Mr= 4426 ftlbs HD 228 =(Mot+Mr)/lengtt HDalt 738 =(Mhd/length) STRUCTURAL PROVIDE: SW/COLLECTOR CONNECTION DIAPHRAGM CONNECTION SHEAR PANEL RESISTANCE OF @ level of openings BASE CONNECTION BASE COLLECTOR 6.00 HOLDOWN RESISTANCE OF lbs use HD= 53 pit 105 pit 113 pll 113 pll 113 pit 113 pit 228 lbs 1P O 4\ No. %34730 x \ J. `rT �IV1�- �P qTF OF CALIF% 228 provide ADEQUATE diaph gm Z 172 .-CDX w/ 8d_@ 6�oc R=260 pit ll JR= 1442 #/16d 0.50 '/16d= 288 pill ''✓/ NA • T',rj I� DEAD -LOAD RESISTING MOMENT CHECK footing: Dftg= 3.00 ft Widthhg 1.00 ft surcharge 150 pit Mf 0 Lftg 8.25 It t' Dbase 0.00 feet widthBASE= 1.00 feet Whg 450=(Dbase'widthBASE+(Dftg-Dbase)'Widthftg)'150 endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 8159=L'(Dftg+height)+M+Mf ftlbs 1.5' Motf 12238 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Whg+surcharge)'Lftg'2)/2-(Lftg'endload) -25171 / • •• additional resistance required -12933ftlbs V pit Structural Calculations 03 -Feb -92 page -1 Z L (e e, SOILS RESULTANT R=P+(Lhg'(Wttg+surcharge))= 6534 lbs e=(Mott—(Lftg *and load)/R= 1.25 ft Lftg/6= 1.38 ft maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= 1511.20 plf (when e<=1ength/6) maximum soil pressure=p=2R/(3'(Lftg/2—e))= 0.00 plf (when a>length/6) actual soil pressure=p/widthBASE= 1511.20 psf ALLOWABLE soil pressure 2000.00 4/3 1500 ps( .. QROfESSIpNq� �o LU o ! C�t ! :1: tQo�.:�a�30 I J} CV��- a�a 4 OF CavF�P� {p: Structural Calculations 03—Feb-92 page -2 *,-� mrijs-%V# �CW, la2ly °�2 0 £ L 0 y,, • ��9 I • W �,a�Y LZ I �LgZ1r/ II ZZ z � 2 r\ +f Z'n Cv AL �`\Avj\L41� ZII qrz A L IP Z 41 07 Cl c AX 9sof ESSIO* N'O... 34r(30 i t `� '� ` � j -Z IVIV OF Icy" `�c- / -I'j/ 4 br,11 15 j2 WAk7 L4 D+ PI� L& �' � -7 l� 4-L rte. i r�. SHEARWALL DOCUMENTATION CORDES/SEABURY 1000.1 pit page 41_1 DATA t length 7.00 h shearwalls this line aA shearwall: length= 3.00 ft ✓ pit Cj_jQ nails @ 43% SW height= 8.00 ft TOTAL LOADS 0.50 '/16d= LOADS Vabv 0 lbs shear HOLDOWN RESISTANCE OF 1543 0 M 0 ftlbs or AD -LOAD RESISTING MOMENT CHECK 0 DIAPHRAGM via collector 636 lbs shear ft 1485 COLLECT 21.00 It L 636=D+Vabv If surcharge 1142 pit (THIS LINE) v=Ulength 212 lbs/h vo h 212 =U(length-openings) vertical Wwall= 11.00 psf feet load Wvert= 15.00 pit roof above DATA = se'widthBASE+(Dftg-Dbase)'Widthftg)'150 pit weight of wall=WW=Wwall' length ' height= lbs @ ea d applied 264.00 lbs surcharge=S=Wvert'length= .•••"•..• 45.00 lbs P=weight of wall+surcharge=WW+S= 11141 309.00 lbs STABILITY Mot 5091.43=L'heighl+M fobs additional resistance required 1.5'Mot= 7637 ftlbs Mr=P'length'0.5= -464 ftllbs Mhd=1.5'Mot-Mr= 7174 ftlbs HD 1543 =(Mot+Mr)/length lbs HDalt 2391=(Mhd/length) use HD= 1543 STRUCTURAL PROVIDE: QROEESSIpNq GRID C� 4 q V;: S x I�o'I C33u CIVO— �rE OF CAUF�P� panel -COLLECTOR CONNECTION 212 pit nail diaphragm to top member of wall connection for Vabv SHEAR PANEL RESISTANCE OF 212 pit t%2° COX w/ 8d`@ 6"712 oc R=260 pit( �t 212 pit BASE CONNECTION 212 pit Cj_jQ nails @ BASE COLLECTOR 3.00 212 pit (R= 144 N/16d 0.50 '/16d= 288 plf( HOLDOWN RESISTANCE OF 1543 lbs J(us`s ST6224'R= 1875lbs I or AD -LOAD RESISTING MOMENT CHECK footing: Dhg= 3.67 ft Widthhg 0.50 If surcharge 1142 pit Mf 0 L 13.00 h Dbase 1.00 feet widthBASE= feet Whg 650 = se'widthBASE+(Dftg-Dbase)'Widthftg)'150 pit endload 500 lbs @ ea d applied TOTAL OVERTURNING MOMENT Mo 7427 =L'(Dftg+heig M+Mf ftlbs 1.5' Moll 11141 plus TOTAL RESISTING MOMENT Mfr= =Mr-((Whg+surcharge)' Lhg'2)/2-(Lhg'endload) -15840 additional resistance required -147266 ftlbs Structural Calculations 04 -Feb -92 page -1 SHEARWALL DOCUMENTATION CORDES/SEABURY 1000.1 223 page 41_2 DATA I_length 7.50 It shearwalls this line a:% shearwall: length= 2.50 it 33% SW height= 8.00 it TOTAL LOADS LOADS Vabv 495 lbs shear 1485 plf M 0 ftlbs 0 DIAPHRAGM via collector 557 lbs shear 1670 COLLECT 21.00 it L 1052 =D+Vabv 3155 (THIS LINE) v=Ulength 421 Ibs,ft vo 421 =U(length-openings) vertical Wwall= 11.00 psf plfl load Wvert= 13.00 plf FLOOR ABOVE DATA weight of wall=WW=Wwall"length ' height= 220.00 lbs surcharge=S=Wvert'length= ..••....• 32.50 lbs P=weight of wall+surcharge=WW+S= 252.50 lbs STABILITY Mot— 8413.33=L'height+M Itlbs 1.5'Mol= 12620 ftlbs Mr=P'length '0.5= -316 ftllbs Mhd=1.5'Mot-Mr= 12304 ftlbs HD 3239 =(Mot+Mr)/length lbs HDalt 4922 =(Mhd/length) use HD= 3239 STRUCTURAL PROVIDE: c. WE -3-1 �insr 4,f to GRe4 ""W panel-COLLECTOR CONNECTION connection for Vabv 223 plf nail diaphragm to top member of wall / SHEAR PANEL RESISTANCE OF 421 plf f 11/_2 CCDX w/.8d_@ 3"!12"_oc R=490 pif 421 plf BASE CONNECTION 421 plf j12�dia-AB-@'^�'��24�Jo'c( BASE COLLECTOR 2.50 421 plf JR= 993 /!/AB/ 2.00 '/AB= 497 plfl HOLDOWN RESISTANCE OF 3239 lbs (use HD2A-on-dbl-stud'w/"B�anchoT R=3270lbs I COR=STABS 6-ANCHORr DEAD -LOAD RESISTIN FOR ENTIRE LINE footing: Dftg= 3.00 it _ Widthttg 0.50 it surcharge 300 plf Mf 0 Lftg 18.00 it Dbase 0.50 feet WidIhBASE= 1.00 feet Wftg 263=(Dbase'widthBASE+(Dftg-Dbase)'Widthftg)'150 endload 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 34705=t_L'(Dftg+height)+M+Mf ftlbs 1.5' Motf 52058 plus TOTAL RESISTING MOMENT Mir= =Mr-((Wftg+surcharge)'Lftg'2)/2-(Lftg'endload) -91440 additional resistance required -39382 ftlbs Structural Calculations 04 -Feb -92 pit page -1 4-LZG SOILS ^� RESULTANT R=P+(Lftg'(Whg+surcharge))= 10377 lbs e=(Mott-(Lftg'endload)/R= 3.34 ft Lhg/6= 3.00 ft maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= 0.00 plf (when a<=length/6) maximum soil pressure=p=2R/(3'(Lftg/2-e))= 1223.23 pif (when a>length/6) actual soil pressure=p/widthBASE= 1223.23 psf ALLOWABLE soil pressure 2000.00 4/3 1500 psf j :QRpfESSlpryq All No. C34730 ,}4 CI V OF CA1Y Structural Calculations 04 -Feb -92 page -2 SHEARWALL DOCUMENTATION C/NE CORDES/SEABURY 1000.1 page 41_3 DATA t length 14.00 It shearwalls this line aA shearwall: length= 14.00 It 100% SW height= 8.00 ft TOTAL LOADS LOADS Vabv 0 lbs shear 0 M 0 ftlbs 0 DIAPHRAGM via collector 1485 lbs shear 1485 COLLECT 21.00 ft L 1485 =D+Vabv 1485 (THIS LINE) v=Ulength 106 lbs/ft vo 106=U(length-openings) vertical Wwall= 11.00 psf load Wvert= 15.00 plf roof abv DATA Q�OFESSIOIV4 4 Fy � weight of wall=WW=Wwalf' length *height= 1232.00 lbs J, surcharge=S=Wvert'length= 210.00 lbsrn ...... ¢ C:) t3 .. o. ??0 P=weight of wall+surcharge=WW+S= 1442.00 lbs 't r STABILITY Mot 11880.00=L'heighl+M ftlbs T4� OF CA��F�Nr 1.5'Mot= 17820 ttlbs Mr=P'length '0.5= -10094 hilbs Mhd=1.5'Mot-Mr= 7726 ftlbs HD 128 =(Mot+Mr)/length lbs HDalt 552=(Mhd/length) use HD= 128 STRUCTURAL PROVIDE: panel -COLLECTOR CONNECTION 106 plf nail diaphragm to top member of wall connection for Vabv SHEAR PANEL RESISTANCE OF 106 plf ll?f//2�CDX_wL8d-@-6"7_t;2.S)oc R=260 plf j �. 106 plf BASE CONNECTION 106 plf BASE COLLECTOR 14.00 106 plf HOLDOWN RESISTANCE OF 128 lbs ,(T6d-naifs_@ JR= 144 /16d 0.50 'lt6d= 288 plfj ignore EAD..LOAD RESISTIN FOR ENTIRE LINE too ' Dftg= 3.00 ft Widthftg 0.50 It surcharge 300 plf Mf 0 Lftg 18.00 It Dbase 0.50 feet width E= 1.00 feet 263=(Dbase'widthBASE+(Dftg-Dbase)'Widthftg)'150 endloa 0 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 35 =t L'(Dftg+height)+M+Mf ftlbs 1.5' Motf 24503 plus TOTAL RESISTING MOMENT Mtr= =Mt-((Wftg+surcharge)' Lhg-2)/2-(Lftg' endload) -101218 additional resistance required -76716 ftlbs Structural Calculations 04 -Feb -92 plf page -1 SHEARWALL DOCUMENTATION C We /9 /�/XST CORDES/SEABURY 1000.1 page 41_4 DATA t-length 9.00 It shearwalls this line aA shearwall: length= 3.00 It 33% SW height= 9.00 ft TOTAL LOADS LOADS Vabv 495 lbs shear 1485 M 0 ftlbs 0 DIAPHRAGM via collector 733 lbs shear 2200 COLLECT 21.00 ft L 1228=D+Vabv 3685 (THIS LINE) v=Ulength 409 lbs/ft vo 409=U(length-openings) vertical Wwall= 11.00 psf load Wvert= 10.00 plf roof abv �o QRpFESSIpNq` DATA weight of wall=WW=Wwall1ength•height= 297.00 lbs W c surcharge=S=Wvert'length= 30.00 lbs No. C34773 P=weight of wall+surcharge=W W+S= 327.00 lbs STABILITY OF cAllsf � Mot 11055.00=L'height+M ftlbs 1.5'Mot= 16583 ftlbs Mr=P'length'0.5= -491 ftllbs Mhd=1.5'Mot-Mr= .••••••••• 16092 ftlbs yn�" HD 3522 =(Mot+Mr)/length lbs n HDalt 5364 =(Mhd/length) use HD= 3522 (� STRUCTURAL PROVIDE: , panel-COLLECTOR CONNECTION 244 plf nail diaphragm to top membe connection for Vabv SHEAR PANEL RESISTANCE OF 409 plf X1/2" CDX /w 8 3"/—�12" c R=490 plf i /y1 409 plf BASE CONNECTION 409 plf1Yd 2"- a AB-@ BASE COLLEOTOR 3.00 409 plf JR= 993 N/AB/ 2.00 '/AB= 497 plf� HOLDOWN RESISTANCE OF 3522 lbs ju-HD5A-dbl-stud:B-anchor^R=4180lbs1 �') or 7 "stab20" anchor l% DEAD-LOAD RESISTIN FOR ENTIRE LINE 11 footing: Dftg= 3.00 It Widthftg 0.50 It surcharge 0 plf Mf 6212 Lrig 18.00 It Dbase 0.50 feet widthBASE= 1.00 feet Wftg 263=(Dbase•widthBASE4{Dftg-Dbase) *Width ftg)'150 plf endload 1850 lbs @ ea end applied h61) TOTAL OVERTURNING MOMENT Mo 50432 =t L'(Dftg+height)+M+Mf ftlbs� 1.5' Motf 75648 0.%?� 1l plus TOTAL RESISTING MOMENT Mtr= tf{iVl ^'y�i =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg"endload) -76316 Es :' •, •.•• • additional resistance required -668ftlbs 01 ` `! �E DIS �I AA � II Structural Calculations 04-Feb-92 a-1 SOILS RESULTANT R=P+(Lftg'(Wftg+surcharge))= e=(Mott—(Lftg' endload)/R= Lftg/6= maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= (when a<=length/6) maximum soil pressure=p=2R/(3'(Lftg/2—e))= (when a>length/6) actual soil pressure=p/widthBASE= ALLOWABLE soil pressure 5052 lbs 3.39 ft 3.00 ft 0.00 pit 600.48 pff 600.48 psi 2000.00 4/3' 1500 psf `�o • �R� F4 4 e 4 �Q ,ted ` C 347310 C i V 4� OF CAVF� Structural Calculations 04—Feb-92 page -2 SHEARWALL DOCUMENTATION CORDES/SEABURY 1000.1 page 41_5 DATA — t length 5.00 It shearwalls this line aA shearwall: length= 2.67 ft 53% SW 3.4 height= 9.00 ft TOTAL LOADS LOADS Vabv 0 lbs shear 0 M 0 ftlbs 0 DIAPHRAGM via collector 848 lbs shear 1591 COLLECT 21.00 It L 848=D+Vabv 1591 (THIS LINE) v=Ulength 318 lbs/ft vo 318 =U(length-openings) vertical Wwall= 11.00 psf load Wvert= 45.00 plf roof abv DATA weight of wall=WW=Wwall'length *height= 263.93 lbs surcharge=S=Wvert'length= 119.97 lbs P=weight of wall+surcharge=WW+S= 383.90 lbs STABILITY Mot 7634.89=L'height+M ftlbs 1.5'Mot= 11452 ftlbs Mr=P'length '0.5=. -512 ftllbs Mhd=1.5'Mot-Mr= 10941 ftlbs HDV 2672 =(Mot+Mr)/length lbs HDalt 4104 =(Mhd/length) use HD= 2672 STRUCTURAL PROVIDE: panel -COLLECTOR CONNECTION 318 plf nail diaphragm to to connection for Vabv SHEAR PANEL RESISTANCE OF 318 plf 1-4/2---, 1/2' CDXW/:6_d-@ 4 318 plf of Ef QRUFESS/p�,q` Allo. 034730 s C!V1N. OF CAt 0_�E_ S.W. R=380 plfj BASE CONNECTION 318 plf `j1/2�,dia-AB,@ 32�o07 BASE COLLECTOR 2.67 318 plf JR= 993 H/AB/ 2.67 '/AB= 373 plfj HOLDOWN RESISTANCE OF 2672 lbs fuse HD2A on dbl stud w/'B' anchor lbs STAB16" AN� Or u CHOR DEAD -LOAD RESISTIN FOR ENTIRE LINE footing: Dftg= 3.00 It Widthftg 0.50 ft surcharge 0 plf Mf 3105 Lftg 10.00 It Dbase 0.50 feet widthBASE= 1.00 feet Wftg 263=(Dbase *width BASE+(Dftg-Dbase) 'Widthftg)'150 endload 2000 lbs @ ea end applied TOTAL OVERTURNING MOMENT Mo 22197 =t L'(Dftg+height)+M+Mf ftlbs 1.5' Mott 33296 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg *end load) -33637 additional resistance required -341 ftlbs Structural Calculations 04 -Feb -92 plf page -1 SOILS RESULTANT R=P+(Lftg'(Wftg+surcharge))= e=(Motf-(Lftg' endload)/R= Lftg/6= maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= (when a<=length/6) maximum soil pressure=p=2R/(3'(Lftg/2-e))= (when a>length/6) actual soil pressure=p/widthBASE= ALLOWABLE soil pressure Structural Calculations 3009 lbs 0.73 ft 1.67 ft 432.71 pif 0.00 plf 432.71 psf 2000.00 4/3' 1500 psf 04 -Feb -92 page -2 �OQROFESSIO/V �Qa\OXA. C�Q�F�Fij.?..,. rim •.. �. C3.- civ- OF��6e� PROVIDE: 3.00 It Widthftg panel -COLLECTOR CONNECTION SHEARWALL DOCUMENTATION plf CORDES/SEABURY 1000.1 connection for Vabv page 41_6 0.50 DATA y SHEAR PANEL RESISTANCE OF 76 plf t length 14.00 It shearwalls this line 263 aA plf shearwall: length= 5.00 ft 36% SW 76 1.8 height= 9.00 It TOTAL LOADS 6 "oc�� BASE COLLECTOR 5.00 LOADS Vabv 0 lbs shear 0 JR= 144 N/16d 0.50 '/16d= 288 pill HOLDOWN RESISTANCE OF M 0 ftlbs 0 IGNORE -10795 ftlbs DIAPHRAGM via collector 379 lbs shear 1061 COLLECT 21.00 ft L 379=D+Vabv 1061 (THIS LINE) v=Ulength 76 lbs/ft vo 76 =U(length-openings) vertical Wwall= 11.00 psi load Wvert= 15.00 plf roof abv DATA weight of wall=WW=Wwall'length*height= 495.00 lbs surcharge= S=Wvert*Iength= 75.00 lbs P=weight of wall+surcharge=WW+S= 570.00 lbs STABILITY Mot 3410.36=L'height+M ftlbs 1.5'Mot= 5116 ftlbs Mr=P'length'0.5= -1425 ftllbs Mhd=1.5'Mott r= 3691 ftlbs HD 397 =(Mot+Mr)/length lbs HDalt 738=(Mhd/length) use HD= 397 STRUCTURAL �OQROFESSIO/V �Qa\OXA. C�Q�F�Fij.?..,. rim •.. �. C3.- civ- OF��6e� PROVIDE: 3.00 It Widthftg panel -COLLECTOR CONNECTION 76 plf nail diaphragm to top member of wall connection for Vabv Dbase 0.50 feet SHEAR PANEL RESISTANCE OF 76 plf C1'172'-CDX:w/'8d-@-6"712"`oc R=260 plf 263 76 plf 2000 BASECONNECTION 76 plf 6 "oc�� BASE COLLECTOR 5.00 76 plf JR= 144 N/16d 0.50 '/16d= 288 pill HOLDOWN RESISTANCE OF 397 lbs IGNORE DEAD -LOAD RESISTIN FOR ENTIRE LINE footing: Dftg= 3.00 It Widthftg 0.50 It surcharge 0 plf Mf 3105 Lftg 10.00 It Dbase 0.50 feet widthBASE= 1.00 feet Wftg 263 =(Dbase'widthBASE+(Dftg-Dbase)'Widthftg)'150 V endload 2000 lbs @ as end applied TOTAL OVERTURNING MOMENT Mo 15837 =t L'(Dftg+height)+M+Mf ftlbs 1.5' Motf 23756 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftg *end load) -34550 additional resistance required -10795 ftlbs plf Structural Calculations 04 -Feb -92 page -1 SOILS RESULTANT R=P+(Lftg'(Wftg+surcharge))= 3195 lbs e=(Mott-(Lftg'endload)/R= -1.30 ft Lftg/6= 1.67 ft maximum soil pressure=p=(R/Lftg)'(1+(6'e/Lftg))= 69.72 plf (when a<=length/6) , maximum soil pressure=p=2R/(3'(Lftg/2-e))= 0.00 plf (when a>length/6) actual soil pressure=p/widthBASE= 69.72 psf ALLOWABLE soil pressure 2000.00 4/3' 1500 psf Q�pFESSIpNq\� wQ S 1D CE o No 03 7,3 0 II sr CIV\- Q�`P 4Tf OF CAVFp Structural Calculations 04 -Feb -92 page -2 j I SHEARWALL DOCUMENTATION CORDES/SEAOURY 1000.1 25 plf page 41_7 DATA t_length 28.00 ft shearwalls this line a:\ shearwall: length= 28.00 It 100% SW 0.1 height= 2.00 ft TOTAL LOADS LOADS Vabv 1061 lbs shear 63 1061 M 0 ftlbs BASE CONNECTION 0 plf DIAPHRAGM via collector 690 lbs shear 690 COLLECT 21.00 It L 1751=D+Vabv IR= 144 f//16d 0.50 '/16d= 1751 (THIS LINE) v=Ulength 63 lbs/ft vo lbs 63 =U(length-openings) vertical Wwall= 11.00 psf load Wvert= 15.00 plf roof abv DATA weight of wall=WW=Wwall' length *height= 616.00 lbs surcharge=S=Wvert'length= 420.00 lbs P=weight of wall+surcharge=WW+S= 1036.00 lbs STABILITY Mot 3502.00=L'height+M ftlbs 1.5'Mot= 5253 ftlbs Mr=P"length'0.5= -14504 ftllbs Mhd=1.5"Mot-Mr= -9251 ftlbs HD -393 =(Mot+Mr)/length lbs HDalt -330 =(Mhd/length) use HD= -330 STRUCTURAL PROVIDE: �,415 00/ Aox/�/ panel -COLLECTOR CONNECTION 25 plf nail diaphragm to top member of wall connection for Vabv SHEAR PANEL RESISTANCE OF 63 plf R=260 8d @ 6"/72" oc R=260 plf 63 plf BASE CONNECTION 63 plf ft6d-nails_@ 6— oc�� BASE COLLECTOR 28.00 63 plf IR= 144 f//16d 0.50 '/16d= 288 plf HOLDOWN RESISTANCE OF -330 lbs IGNORE DEAD -LOAD RESISTIN FOR ENTIRE LINE footing: Dftg= 2.00 ft Widthftg 0.50 ft surcharge 0 plf Mf 0 Lftg 28.00 ft Dbase 0.50 feet widthBASE= 1.00 feet Wftg 188 =(Dbase* widthBASE+(Dftg-Dbase) *Width ftg)"150 endload 0 lbs @ ea and applied TOTAL OVERTURNING MOMENT Mo 7004 =t L"(Dftg+height)+M+Mf ftlbs 1.5' Motf 10506 plus TOTAL RESISTING MOMENT Mtr= =Mr-((Wftg+surcharge)' Lftg"2)/2-(Lftgend load) -88004 additional resistance required -77498 ftlbs Structural Calculations 04 -Feb -92 plf page -1 SOILS RESULTANT R=P+(Lftg'(Wftg+surcharge))= 6286 lbs e=(Mott—(Lftg'endload)/R= 1.11 ft Lftg/6= 4.67 ft maximum soil pressure=p=(R/Lftg)•(1+(6'e/Lftg))= 278.10 pit (when a<=length/6) maximum soil pressure=p=2R/(3•(Lftg/2—e))= 0.00 pit (when e>length/6) actual soil pressure=p/widthBASE= 278.10 pst ALLOWABLE soil pressure 2000.00 4/3' 1500 psi Eb QROFESSlp�,q` AN r�4, 1.. -5 i�34'30 TF OF CAUFO ia, V a Structural Calculations 04—Feb-92 page -2 (j) All A 4,o -z Z. �w- R�rl - IH4LVU ;?-A I -za kp'� - - bD. �LI• LL- 20 -Z ,qft All A wt�o : - -z Z. �w- R�rl - ;?-A I -za kp'� - - bD. �LI• LL, �/ � 7.< LIP u 4o • 50 o jye Ntil 2.2 A Pt, 13 U., .40 U40 Memme., tF.0 4,o 5ck730 o OFESSIO Yq� G LU °C cc) ohC .4 3D 0 ri Pvc, 0 ICF tomr SAC 0 YZ Pu*oov I,* gk-� I io W ej--rp, M;vi �L � � o OFESSIO Yq� G LU °C cc) ohC .4 3D 0 U s J N N N N � 31A,,5 SOUTHWEST ELEVATION Ln Ln Q i L) approved tailing °_� typical �I llllll� f �. 3 � a 4 /� S UT �C�!/ ST ELEVAMU Li w5, I� -Ids! ,t I b • NORTHEAST ELEVQMN NORTHWEST ELEVATM o� CXT[OOoR CLCMQT�DO� U 4 �0 �cc S2° �a _to� ZC-a6 D 01 C a 30 A.5 approved railing typical SOUTHWEST ELEVATION ,s is SOUTHEAST ELEVAMN a NORTHEAST ELEVAMN NORTHWEST l) WEST ELEVAMN EXTEMOR ELEVAT�00N.S =o12 F4 Lia m O �a LM S=E Ca Q® =, �o vel �® o M Baa Jrt COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS- PERMIT N 7. County Center Drive - Oroville, California 95965 Telephone: 916/538-7541 N;''%'` APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-35-0-046 ZONINT, 1 BUILDING PERMIT OWNER - INGRID CORDES TELEPHONE - 345-8446 SO. FT. OCG`, BUILDING VALUATION OWNER'S MAILING ADDRESS ^.. 2631 Ceanothus Ave., Chico,.CA 95925. W--898-6435 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None VNKNOWN Total Valuation Is FilingFee $ .0.00 LENDER'S MAILING ADDRESS -v - Permit Fce $ ARCHI T ECT OR L 7INEEP. NOne LICENSE No. Plan Che -:King Fee $ Ener PlanChecking Fee Energy ecg _ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Aelltown Rd. Chico Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Well SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesXX Installation ❑ Other ❑ Describe work: Electric for Well and Future Lot _ Development Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 OR LESS OR 100 OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalt of erjur y perjury 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 oroffered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCC UP.IN) OR ACDNS. ACC. BLDGS. // , h2sgft NEW CONSTR. U TI -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(ouTLETs OR FIXTURES 20@I SALO 30 ALv Ex. Occup. OUR TLETS ((REST D.IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 15.00 Pre-Insp 115.00 Permit Fee $ 52.50 Contractor 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. r��Jl I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte againstCUA all liabilities, judgments, costs, and expenses which may in any way accrue against -said County in consequence of the granting of this permit.`, pX L/ 7�. Date 5 2 /( Signature o pplicant — Owner ® Cont'rac'tor ❑ Agent F1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TYPE S2.SO TOTAL FEE $I FOCCCiONST PAfjK SCHL FLD CDF P PD j HD ISSUE spermit is hereby issued unoer the applicable to i- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRE OR OF PUBLIC WORKS /� By �' Date P,. MIT EXPIRES Date Receipt No. 88960 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Fil COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 wnnt InATlnu ■un nrnuNr rlrr11-l1I.Pr1 I IUn nrnU rcrtmi I ASSESSOR PARCEL NUMBER 011-35-0-046 ZONING BUILDING PERMIT - OWNER INGRID CORDES TELEPHONE 345-8446 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2631 Ceanothus Ave. Chico CA 95926 W-898-6435 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation is Filing Fee g $ +�•00 LENDER'S MAILING ADDRESS Perini! Fce $ ARCHI-ECTOR ):>771NEERt_ICENSE None T NO. Plan Checking Fee $ Ener Plan Checking Fee Energy 9 _ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Helltown Rd., Chico Permit fee $ PLUMBING PERMIT Filing Fee 10.00 r Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Well SPECIFY 'Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W t0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities[ft Installation[] Other ❑ Describe work: Electric for Well and Future Lot _ Development Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10ov OR00 AMP OR LOR LESS 1 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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 NEW CONST. / DWELLING OCCUR.& OR ACDNS. ACC. BLCGS. , hOsgft NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 12.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200500 eALO 3o FIXED EX. Occup. OUTLETS PREAJ (RESID,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 115.00 Pre-Insp 115.00 Permit Fee $ 52.50 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. rChJ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Coolin g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains aid County in consequence of the granting of this permit. ) SZ� G/ Signature o pplicant — Owner M Contractor ❑ AgentEl An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE _ 52.50 TOTAL FEE HAL. I CUA I PARK I SCHL I FLD I CqF PA 1 PD ) HD. ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated above for which fees have been paid. DIRE OR OF PUBLIC WORKS By Date %%e -f -Z—F1 PAKmIT EXPIRES Date Z. Receipt No. 88960 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT -�•+ COUNTY OF BUTTE - DEPARTME,JIT OF PUBLIC WORKS - BUILDING DIVISION , c 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET r - r;" Permit No. OWNER /z l D G�P A. P. �� 3S =O Proposed Building Use /5%,5C�Building Inspector Date �O At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ... .'.......... 8. Engineered truss details and layout in duplicate (required prior:to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ............................. :- ` �................. . 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13• School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (constructiona proval required prior to occupancy) --t,-26 Pre- Inspection for 1�—`_C— required Pre-Inspec.request to Building Inspector L'e e (Date) 21. Contractors license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. r When you issue the permit, process as follows: Mail to owner. Mail to contractor. and hold for pickup at office. Deliver w/inspector. ?3ADOther �? Telephoneu,.1, W_�,2 Appl ican Date Copy of Hdz-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_-nail_countet by Contractor, designer, owner, was advised of above required data by_phone_mall_counter\bv Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder date date Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PA CEL NUMBER �j ZONING BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VALUATION OWN R'S MAILIN A.DO ESS -�p -3 3 UAve, G(11 T E/ /// TELEPHONECO CON'S MAILING F i reolace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee _ $ ;0,00 LEND R'S MAILING ADDRESS /v Perm; t c --e $ ARCHITE.CT OR L.. .INEEA. LICE :SE NO. ' I Plan Che:;i:;ng Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS L, L Cv Permit fee $ PLUMBING PERMIT Filing Fee 10.00 „� / C /�v Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other ' SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ _Other ❑ Describe work: [ _ L �. —n J rz Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 DR LESS 100 OROR LESS 10.00 ®Q Main service EA. ADO'L 100 AMP 2.50 a CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification, El 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.E' OR ADDNS. ACC. SLOGS. I/z¢sgft NEW CONSTR. ULT' -OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e OUTLET CIR. I Ex. OCcup(OUTLETS OR FIXTURES 2ALO eLs30 Ex. OCCUp. OUTLETS P(FIXED RESINSR D 1EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 V S, O 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. I Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee _ ._ _ _ ... _ - $ - Contractor I certify that I have read this application and stater 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 Ot 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 signature of Applicant — Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5`0" deep and demolition or construct- ion of structures over 3ststoriess in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAL CUA PARK scH� FLO cOF PAR PO j HO• ISSUE This permit is hereby issued unser sions or the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. �T -/ y WI11TE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COMM OF BUTTE - Deoartment of Public Works 7 County Center Drive; Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �1. I personally plan to provide the major labor and materials for construction of the proposed roperty improvement (yes or no) s / 2. I have/ ve n signed an application for a building permit for ed work. 3. I have contracted with the following person (firm) to provide the proposed construction:-. Name _ - Address City Phone Contractors License No. `. .4. I plan to' provide portions of this work, but I have hired 'the following person to coordinate,. supervise, and provide the major work: Name Address City Phone Contractors License No. 5: :I will provide some of the work but I have contracted (hired) the following _ persons to -provide the work indicated: Name _ Address Phone Type of Work ig n ed : Property Owner Social Secu 'ty �Y mber 7T77 - Z Date - Z�2f9/- NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and - 19832 of the California health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. . S1 �S/v/&PRE-,NspcmoN OWNER: DATE LOCATION: Z- '/t/ A.P. CONTRACTOR: - ZONING PRE -INSPECTION FOR: /I/ 1=7 J I--- -I,-- DATE TO INSPECTOR PERMIT HISTORY: NONE AS FOLLOWS: ACTION REMMMED: ISSUE HOLD FOR -.Mat 0.-P OTHER: —:zz- 7 k -e c) ii y1n BY DAM........................... I/' -- A / L37 PORTION OF SEC. 4a5 T22M R.3E. - 3Zi33 I n R.I-COR. J 51 7. 1 -Assessors Mop No. 11-35. f County of Butte, Calif. REVISED: ID -90 11-35 _.r...L^.—+---.-�...�xnrr+�f�.��+'X�a .��::-.'�'"�j�".'+�[--.y.�i-�.,.��-•.,`�5,.,,.,.�1;—y.�C�. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE GoA&5 S�Aj -U7f-4 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. f'�' • 7` �S �5 �9i o� oma- �..� /js Date �� Inspector C REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE C 0 Rl' is -, S V" A P'o 2'11 9 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the abov address and should be corrected. Please notify this office when correction of wont is compl ed. If you have any questions pertaining to this matter, or need additional explanation, please` ontact this office immediately. (ate _7z" OX C IJP 10INi-k. LON _ Z 5 cr.r;i, In SxAN S'6,13 V, Nor IN 5'iAL(als Date Inspector REV 11!81 r� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE - 4 -9.. IMIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. � 7 -i r _E 3 d , •Y ' .�S i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE o r d 'Ps Sea 6c -v% 67? -V OWNER _ PERMIT NO. 4Q4e' -S A routine inspection indicates that th following violations of BfAeC.untrrdinances test at the above address and should be corrected. Please notify this office when correction of work is co pletedI If you have any questions pertaining to this matter, or need additional explanation, plea a contact this office immediately. "K n L) t d -e (ra e- -69 'r d l i V% a ,0 4.[ O( PI 10 4 L cot rCC"{- r��• off, Gi X) TFr oy I d -e 0-V- U a[ tri n 071 r h o-// Le Oro / _(!ar.,b1w -*,j 4 K in boUc Co r yeCJ10r's c-4 0% CL 2Px'4 /-►< Y 1 ►.. ��P Ynso vice Date Q "G -9 2- Inspector '41-0f.�-e rl REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center.Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 8,&'5 /S<-6ury "'Rv77 —Fi OWNER r f PERMIT NO. Go., ���" S -T C% f On /Z/. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 6v A O't.c. D [,3 I,,t.r VIA CL V d t. -C 0-4 dcJj �.S k sahO/�GILi su4csrs--7'0 �!-(.� es Iy� ( f 1 U C +6 V\, Date Inspector_ (�l REV 11/91 I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE rC�PS ZSPa6C.,z 9.67Q -9l OWNER / PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances east at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional ex lanatiott• please contact this office immediately. C'Ofr Kck(c .V S -I-) - 9 2 T�7 Z� J ft o o j CA 'e O (S b 4 L, O S4 (�_O r Y'e G-tw' -s C] _ t nod u &a_ ,Shpe oc- rQ1k,�Q roe e/A>raF' -- M,e4a l akt Date 7 Inspector —&, (01 REV 11/91 n . • . - ,.•..k+is.i-zri-yG'X7»'1.r•..:F'�nrv�^+r-.�c�-^`---s�r`y-+�c-'w�`'-'�-ter ' .rr✓ ,ter-...^�,�>� COUNTY OF BUTTE F DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE rjR'Njas �::AP,"Qy 267e�-fir 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. , GI fnC Svc f /)I IC _,r T r /)AA ,../d Cn .-,.. JOI0/- AIT P.' �P . '�- 15 - 1; I? ofZ LATH N JT 1�n1JE , 1 Ir.Cil2lc j.lJ1 ('on�1('c�tTG_ Jn/ I;(A2AC, F- V� Date ? 9 Z Inspector REV 11/91 4 COUNTY OF BUTTE a DEPARTMENT OF PUBLIC WORKS 1 <. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Cepter Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Pa(adise, CA - (916) 872-6307 CORRECTION NOTICE ora v' &--s SQa )0 " -V - v 9 67Q—`l/ 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I VK SIO t, �ucf r 'L4 ha/s.I I -4K fr a l3,J E /'e e p A - — hu -e t M .-I' // // A/ _ c , l / I �a // /' Att /ss G h de, Sf� ii- `V 64 11 -310. L-, �� , r ..- (�`lf Date 7 •�7— jcrl� Inspector REV11/81 li, /i /C Access —Tc, > e n©f P,-S&ia .. COUNTY OF BUTTE 4.11.. • DEPARTMENT OF PUBLIC WORKS ` 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE co" 279 SI 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4AL r�tnl>Pb121 fL InNb*c2n1/�.1�.IG o� f Feroe�1,Q SSU '.XT"IN si),5 1=J2 ';LAP) AUA , L�'M�N 12 tiN�n(zi afz C�1i�,2A To GI�� � (,Ak 2 " cLVA(LANC(t )2- In M ck1Ly1cAL IN5ACL N,\ 55rrjG TiiLI1- le5 ?pirz, Pr1�12 9(: b H tFlD m 155i„lG A� of,Yc aoLr Date —5-2-7- c7 Z Inspector REV 11/81 • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Cente'r Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 J CORRECTION NOTICE C 2 �t+= 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. _ " 9 1,4 Sz G. AA WA t Ls A 5N r.2 ^, A 7 2/1 IAi 4 Cn_..__.� o T s. i. gt 4 .t r, Date Inspector ti. REV 11/91 - PORTION OF SEC. 4 B 5 T. 2o- N. R. 3 E. 40 ' 37 � 'IV. 114 coR. _ 3133 ' 1 630 r 45 c50 1276.11 !iil.49 r; k 4 J5 Q 5 L f 3 539$ r 3 649.41 �~ p EC`���� 4.7 AC. 33 ( � 3�i%� 35 rOAC i . /o CC 1-3 �31� O 1~L �p a jai N 32 Z i3y 1 �15.00AC e w 23 n 292 o • a, I 1521Co `° 9.73 AC. 9.04 AC t 10.92AC 4 c 51 ! ----- -- _ -- --- ..._-.-- - ----- - - .10.05-Ac J> Z At. J - 13- _ 77,9 7L:. 1250 9,56 O8 3.61 AC. I 169.55AC ---_- �3 V) I � t { 1965 { 3��� �- to 3� Z a �v 33 LOT 3 - t I.r T I l L'O 10 9.94 AC. 1-31419 I LG t 52 R0 PO ! V f/ J3 12.02 Ac ^. 3 / 400'1 L 633 13/0 ¢7 P I PM 109-53 O7 OT k 1l 9.94 AG 5 SZ� 16.3_. AC %- cV 'SF ' O 1766.9 �� 24.17 AC. 1966.66 (12.15AC) `r 1: * p 310.01 to �^ �.i?N•' . _ko Itio'204.46 1 �(4.17Ac)z hyk� ''cjI 2so.r9-SZ 3 LCT 6 5.0 10.0AC Fa AC. I m 48 M PM 94 �j ' �5? to 68391.3876 RS6-9-84 84776 t 12 5.69 AC. to - �i� 420.00 � 483.633 L f1NN1C M 334.i?3� �, o � •� �i� 34 � . � USA n4� OT t N 50 N17 � ti L W) N 3.8 AG RS5 -782ro 2,0 B 100 i 655.65 m P.G.B E. ti„tP. tn g� w•__10.31 Ac 5.6•'Ac 21 !; I 10 AC. 20 37 LOT x w ` 475.96 ^ 317. y OT C-) 9 m .9640 1 7 -�mosso L�, J to J9 I P 10AC 8.45AC o / Itnac } r� j/Y� � � _ 25 06 r PEN5T0� I F 1 Assessors Mop No. 35 � Butte, Calif.PO ER1ous£ County 0f / 25 Z. 65 AC. 9.. w I I REVIS.E•D'l 10-90 333 ONCRETE,�. 03310 IENERAL:Provide-cast-in= -lace-con`cr'ete •- _-- - --- - _ p to the extent and configuration indicated. IUALITY ASSURANCE: ALL construction shall be in strict comptiance with applicable -odes and standards, t including the'1985 edition of the Uniform Building Code. IATERIALS: CONCRETE shall.have a cement factor of 5 sacksper cubic yard, a maximum :lump of 41, and ffc=2000 psi after 28 days curing. REINFORCING shall be deformed :tee( bars conforming to ASTM Grade 40, U.O.N. WELDED WIRE FABRIC (WWF) shall be :)x6-W1.4/W1.4 with fy=70 ksi,.U.O.N. •.�Y�`w Y. a a_ -. - .ti ... ' _...i w • ....a .Wei (� !i„r.,�'. -� � w �'•.. lir _ - . _ WOOD ,FRAMI NG {� WOOD JRUSS SYSTEM t. SA 06100 " " . 06192 GENERAL. Drovide_rough wood framing,. sheathing, subflooring and related work to the NERAL: Design, Detail and Provide WOOD TRUSS -SYSTEM, -to the -extent and^ extent and configuration indicated. } ; configuration indicated, -including metal connections between system Mew,, - -" •-bars. Members shall be designed for truss dead load, plus the following QUALITY ASSURANCE:- All construction shall be in strict compliance with applicable ; loads, plus additional loads, including concentrated loads, indicated or codes and standards, including the 1985 edition of the Uniform Building Code. implied by the system configuration. MATERIALS: LUMBER shall be #2 Douglas Fir or better, U.O.N. Lumber 2x4 or smaller ROOF TRUSSES may be Standard or better Douglas Fir, U.O.N. All TIMBERS and POSTS with least Member Dead Load Live Load 'NSTALLATION: Place reinforcing and inserts as indicated. CONCRETE COVER: and - s a the fol--'' Type appearance grade (where Bottom Chord 2.0 psf I owing minimum concrete cover shall be provided for reinforcement: exposed)'with exterior glue, Fb=2400 psi, Fv---165 psi, E=1.8x10^6, standard camber, e [7 U Slabs, walls, joists: U.O.N. WALL -SHEATHING panels shall. be 1/2" COX -plywood, U.O.N. ROOF SHEATHING j CONDITIONpanels shall be 5/8" COX plywood, U.O.N. SUBFLOORING shalt be 1.125" COX T&G QUALITY ASSURANCE: Submit SHOP DRAWINGS and calculations, signed and Concrete cast against and permanently exposed to earth. COVER ! plywood, U.O.N. (_ stamped by a registered engineer, showing species, size, grade, configura- +• �. FASTENERS• P vid LAG SCREWS h 0•75n tion, loading, and other pertinent information for truss system and for Concrete exposed to earth or weather tJY #6-#18 bars 2" #5 bar, W31 or D31 wire, and smaller 1.5" Concrete not exposed to weather or in contact with ground e [7 U Slabs, walls, joists: .•O .1 #14 and #18 bars 1.5" 911 bar and smaller 0.75,, - Beams, Columns: 00 cc (� Primary reinforcement, ties, stirrups, spirals 1.5" Shells,.Folded Plate members: +• �. #6 bar and larger 0•75n #5 bar, W31 or D31 wire, and smaller 0.5" :brate concrete around all bolts, rebars, anchors, inserts, and surfaces. 'NISH: Apply rough broom finish to outdoor stabs, walkways, driveways, U.O.N. ply steel trowel finish to indoor slabs. Exposed vertical surfaces shall be armed with a smooth faced form and "sacked" to obtain a uniform final finished :rface, U.O.N. :RING: Provide moisture curing of concrete as required, or provide curing by :her approved process. :VD OF SECTION 03310. TRUCTU RAL � STEEL 120 ERAL:Provide steel structural system to the extent and configuration in- :ated. LITY ASSURANCE: All construction shall be in strict compliance with ap- �able codes and standards, including the 1988 edition of the Uniform tding Code, and the current edition of the AISC manual. Submit Manufac- ers data for structural sections shown as new construction. Submit shop ,pings as required by A/E.---.11„ ,UCTS: Fabricate members of steel in the gauge and section indicated. STEE1 shall conform to ASTM A36, U.O.N. Steel TUBES shall be of steel rorming to ASTM A500, Grade B. COLDFORMED members shall be fabricated of eI with minimum Fy=50 ksi, U.O.N. BOLTS shall conform to ASTM A307, .N. ELECTRODES shall be as recommended by AWS for the substrate indi- ,d :TION: Erect structural steel plumb, level and true, as indicated. )ING shall be performed by qualified certified welders. WELDS shall be depth of the smaller of the pieces joined, U.O.N. 'SH: steel shall be finished with approved primer coat. D OF SECTION 05120. m ro a mac e 801.14 conforming to ASTM A307, as indi- each type of truss and connector required. Shop drawings shall be approved cated, with standard cut washer at nuts and bolt heads. Minimum spacing and end by Griffith & Associates prior to fabrication. All construction shall be distance shall be 4 diameters; minimum edge distancelshall be 1.5 diameters, U.O.N. in strict compliance with all applicable CODES & STANDARDS, including the Drill lead holes for shank and threads of_lag screws as follows: Uniform Building Code. SHANK THREAD SHANK THREAD PRODUCTS: Fabricate truss members to accurate lengths and angles to produce 3/8" 1/4" 3/4" 9/16" close fitting joints with wood -to- wood or wood -to -metal bearing. Connect 1/2" 3/811- 1" 3/4" truss members with METAL CONNECTORS accurately located to each side of wood 5/8" 7/16" ' members, or as required by manufacturer. NAILS shall be COMMON nails or larger of the size indicated. NAILS shall be placed in accordance with nail schedule, U.O.N.. METAL HANGERS and CLIPS shalt be INSTALLATION• Erect and brace truss system to maintain trusses plumb, provided as indicated,l•and shall be furnished by the manufacturer complete with ap- J parallel, and in the configuration indicated. Design, detail and provide proved nails. Provide aluminon or approved non -staining fasteners at all exposed temporary and permanent BRACING to resist live, dead, and lateral toads. Locations. tN.; 2)(4 Do not cut truss members. INSTALLATION: Install wood framing tumb, Levet and1 true, in the sizes and con- END OF SECTION 06192 figurations indicated or required. Watts are dimensioned to face of stud or to ; centerline as indicated. U.O.N. provide 2x6 STUDS at 16" oc at exterior walls and ' at interior bearing walls; provide STUDS at 16" oc at interior walls. Provide ` o 6X10 HEADERS at openings in 2x6 walls; 4x6 HEADERS at openings in 2x4 walls. In- . stall SHEATHING and SUBFLOORING in accordance with manufacurers recommendations, in accordance with the nailing schedule, U.O.N. Provide 1/21-x10" ANCHOR BOLTS at mud - sill at 4811oc, U.O.N. t NAIL SCHEDULE. CONNECTION NAILING i 1. Joist to sill or girder, toenail , 3-8d 2. Bridging to joist, toenail each end 2-Bd 3. 1x6 subfloor or less to each joist, face nail 2-8d 4. WLder thanb 1x6 subfloor to each joist, face nail 3-8de 5. 2" subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, face nail 16d @1611oc 7. Top plate to stud, end nail 2-16d 8. Stud to Sole plate, end nail 2-16d 9. Double studs, face nail 16d @ 2411oc 10. Doubled top plates, face nail 16d a 1611oc 11. Top plates, laps and intersections 2-16d 12. Continuous header, two pieces 16d a 1611oc 13. Ceiling joists to plate, toenail 3-8d 14. Continuous header to stud, toenail 4-8d 15. Ceiling joists; laps over partitions, face nail, 3-16d 16. Ceiling joists to parallel rafters, face nail 3-16d 17. Rafter to plate, toenail 3-8d 18. lx brace to each stud and plate, face nail 2-8d 19. 1x8 sheathing or less to each bearing, face nail 2-8d 20. Wider than 1x8 sheathing to each bearing, face nail 3-8d 21. Built up corner studs 16d a 2411oc 22. Built up girders and beams 20d a 3211oc �- a top and bottom, staggered and 2-20d at ends and at each splice. 23. 2x planks 2-16d 24. 2x outdoor decking, ring shank nails 1 2-16d 25. PLYWOOD SHEATHING S floor sheathing 10d a 611oc edges, 1011oc field - `- Roof and wall sheathing 8d a 6" oc edges, 1211oc field END OF -SECTION 06100 t M 'I r,. i At tJY I ° S+4 c z -O �f d � 1�7. iii e'er J -•"l .i' e [7 U i' � .•O .1 O Z v < -O Fu O 4C 0 O Z co L UU 00 cc (� I`JJR jj � +• �. C D T U_ W r t ce ~ ! -O LAJ O CO O 4C 0 O Z co L UU 00 cc (� I`JJR jj � +• �. C Certificate of Compliance: Residential i Climate Zone 11 Building Permit M Protect Tide Ile" py Checked By/ Date Project Addre Enforormerrt Agency Use Only yr- 6 Docume on Author n Telephone BUILDING DATA % Glass, East Conditioned Floor Area Number of Stories Z South m West /01C Skylight // • Slab/Raised floor Lr Number of Units T— (�] Single Family Detached (SFD) [ ] Addition Alone (] Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (MF) (] Existing -Plus -Addition Climate Zone 11 BUILDING SHELL INSULATION Component Insulation Loca4ion/Comrnents Type R -Value (toric, to tura 4 =i=" etc. Wall .............. - /4 - L3 AnJs 4 Foo wl Li t?4r a4 e, 4'0�P� as la?r­ slv i4 74 4:4 S Wall ............. Roof ............. / O Dose FI l Roof ............. COA Floor ............. j -'3D ~ Floor ............. �. o Slab Edge.....CA GLAZING Shading Devices� Glazing ' Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (oUer blind etc.) (shtriesereen, etc.) (yestno) (metaltwood) North ( ) 1)0 (�aysfL Naael AA NO Me -'r_ North 4r East East ( ) Zq — I South ( ) ;s -44 South ( ) v West ( ) W f e RZ,ef West 41. Skylight....... THERMAL MASS :.„Type/Covering Area Thickness , (slabs /exposed, tile, etc.) (sf) (inches) Location/Description/(kitchen. bath, etc.) 2 - HVAC ' HVAC. SYSTEMS Minimum Duct. Type (furnace, airEfficiency , Location Duct, Output Manufacturer/ Model # conditioner. heat pump) �(SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (Or approved equal) Maximum Furnace Heating Output: Bruh • HOT WATER SYSTEMS Tank Manufacturer/Model # Svstem Type (storage gas, etc.) Capacity (or approved equal) , Special Features) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lownie residential buildings subject soft Smnduds mutt contain these u- arts regast kn of the.eompliantoc approaen used Items marked with an astcrak (-) may be suparsedod by mat stnngcnt compliance requirements Listed do me Cwficue of Conplancc. When Ueu chrckLst is incorporated into the permit documents. the fueurcs noted shall be considered by all paries as binding mrumum component performance speetrca.6ons for the mandatory, musurca - whether they arc shown cisewhest in the documents or.on this checklist ally. DESCRIPTION DESIGNER ENFORCEMENT _ Building Envelope Measures • §I.5352(a): Minimum cctling insulation R-19 we th” swcragc. §2.5352(b)• Loose fill insulation manufanwer-s Labeled R -Value. •-12.5352(c): Minimum wall insulaoon in Iramcd walls R -I1 weighted svmge (does not apply to catenor mass walls). §2.5352(k): Slab edge insulation - warn absorption rate no greater than 0.3%, water vapor transmission nu: no greater than 2.0 perm/inch. §2.5311: Insulation specified or insulted meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(0: Vapor barriers mandatory in Climate Irises 14 and 16 only. §2-5317: Inftltration/Etfultrz6on Controls a. Doors and windows biwcen conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c Doors and windows wcaftrstripped. all joints and penetration caulked and %MICA 52-5352(cir Special infiltration barrier instilled to comply with 12.5351 moats CEC quality sundards- §2-5352(d): Instaflation of Fireptacu 1. Masonry and factory -built fireplaces have: a. Tight fitting, closable meal or glass door b. Outside air intake with damper and control c Flue damper and control 2. Nocon6nuousbuminggupilasa))owed HVAC and Plumbing System Measures 02-5352(g) and 2.5303: space conditioning equipment suing: attach calculations. 12-5352(h) and 2.5315: Se-baek owxn m= on all applicable hating systems. • 12.5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC 62.5316(b): F.ahauu systems have damper cormIt. 12-5314(er Gas-fired space hating equipment has intermittent ignition devices 12-5314: HVAC equipmeru, water heaters. showerhcads and faucas certified by the CEC 12-5352(1) Water heater insulation blanket (R-12 or greater) or combined interiorkatuior insulation (R-16or greater): fust 5 fees of pipes closes: to tank insulated (R-3 or greater). §2.5312(Faception 1): Pipe insulation on steam and steam condensate mum & recirculating piping. §2-5319(d)- Swimming Pool Hating - 1. System hat a. ONoff switch on hater. b. Weatherproof inruaion plate on heater. c. Plumbed to allow for solar. . 2. 75 percent thermal cfrtciency. 3. Pool cover. 4•Timeclock. 5. Directional water inlet _ .. Lighting and Appliance Measures t 62-5352(0: Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms. §2.5314(e} Gu fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator-frecrers, freezers and fluorescent lamp ballasts citified by the CEC Indicate make and model number. COMPLIANCE STATEMENT ?his certificau of trmpliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter Subdmpter4•. Article I of the California Administrative code. This certificate has barn signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to nay subsequent purcluser of the building. Designer Building Owner Name: Name ( A_4 og Seaelwc TukJFirnt T:tkh-tnn: Addre=: Address: ��.?/ CpGrr��G/eases • /I c a J Tekphone Telephone .�S`—SP tic. (signature) (date) (signattsre (ditc) Documentation Author Enforcement Agency Name: )dame: 1Lk/Fu:n AtgtcY Addr=: Tek honc Building Permit M Checked By/ Date Enforormerrt Agency Use Only North Glass Ami O % Glass, East South m West /01C Skylight // 0117 Total BUILDING SHELL INSULATION Component Insulation Loca4ion/Comrnents Type R -Value (toric, to tura 4 =i=" etc. Wall .............. - /4 - L3 AnJs 4 Foo wl Li t?4r a4 e, 4'0�P� as la?r­ slv i4 74 4:4 S Wall ............. Roof ............. / O Dose FI l Roof ............. COA Floor ............. j -'3D ~ Floor ............. �. o Slab Edge.....CA GLAZING Shading Devices� Glazing ' Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (oUer blind etc.) (shtriesereen, etc.) (yestno) (metaltwood) North ( ) 1)0 (�aysfL Naael AA NO Me -'r_ North 4r East East ( ) Zq — I South ( ) ;s -44 South ( ) v West ( ) W f e RZ,ef West 41. Skylight....... THERMAL MASS :.„Type/Covering Area Thickness , (slabs /exposed, tile, etc.) (sf) (inches) Location/Description/(kitchen. bath, etc.) 2 - HVAC ' HVAC. SYSTEMS Minimum Duct. Type (furnace, airEfficiency , Location Duct, Output Manufacturer/ Model # conditioner. heat pump) �(SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (Or approved equal) Maximum Furnace Heating Output: Bruh • HOT WATER SYSTEMS Tank Manufacturer/Model # Svstem Type (storage gas, etc.) Capacity (or approved equal) , Special Features) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lownie residential buildings subject soft Smnduds mutt contain these u- arts regast kn of the.eompliantoc approaen used Items marked with an astcrak (-) may be suparsedod by mat stnngcnt compliance requirements Listed do me Cwficue of Conplancc. When Ueu chrckLst is incorporated into the permit documents. the fueurcs noted shall be considered by all paries as binding mrumum component performance speetrca.6ons for the mandatory, musurca - whether they arc shown cisewhest in the documents or.on this checklist ally. DESCRIPTION DESIGNER ENFORCEMENT _ Building Envelope Measures • §I.5352(a): Minimum cctling insulation R-19 we th” swcragc. §2.5352(b)• Loose fill insulation manufanwer-s Labeled R -Value. •-12.5352(c): Minimum wall insulaoon in Iramcd walls R -I1 weighted svmge (does not apply to catenor mass walls). §2.5352(k): Slab edge insulation - warn absorption rate no greater than 0.3%, water vapor transmission nu: no greater than 2.0 perm/inch. §2.5311: Insulation specified or insulted meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(0: Vapor barriers mandatory in Climate Irises 14 and 16 only. §2-5317: Inftltration/Etfultrz6on Controls a. Doors and windows biwcen conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c Doors and windows wcaftrstripped. all joints and penetration caulked and %MICA 52-5352(cir Special infiltration barrier instilled to comply with 12.5351 moats CEC quality sundards- §2-5352(d): Instaflation of Fireptacu 1. Masonry and factory -built fireplaces have: a. Tight fitting, closable meal or glass door b. Outside air intake with damper and control c Flue damper and control 2. Nocon6nuousbuminggupilasa))owed HVAC and Plumbing System Measures 02-5352(g) and 2.5303: space conditioning equipment suing: attach calculations. 12-5352(h) and 2.5315: Se-baek owxn m= on all applicable hating systems. • 12.5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC 62.5316(b): F.ahauu systems have damper cormIt. 12-5314(er Gas-fired space hating equipment has intermittent ignition devices 12-5314: HVAC equipmeru, water heaters. showerhcads and faucas certified by the CEC 12-5352(1) Water heater insulation blanket (R-12 or greater) or combined interiorkatuior insulation (R-16or greater): fust 5 fees of pipes closes: to tank insulated (R-3 or greater). §2.5312(Faception 1): Pipe insulation on steam and steam condensate mum & recirculating piping. §2-5319(d)- Swimming Pool Hating - 1. System hat a. ONoff switch on hater. b. Weatherproof inruaion plate on heater. c. Plumbed to allow for solar. . 2. 75 percent thermal cfrtciency. 3. Pool cover. 4•Timeclock. 5. Directional water inlet _ .. Lighting and Appliance Measures t 62-5352(0: Lighting - 25 lumens/wait or greater for general lighting in kitchens and bathrooms. §2.5314(e} Gu fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator-frecrers, freezers and fluorescent lamp ballasts citified by the CEC Indicate make and model number. COMPLIANCE STATEMENT ?his certificau of trmpliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter Subdmpter4•. Article I of the California Administrative code. This certificate has barn signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to nay subsequent purcluser of the building. Designer Building Owner Name: Name ( A_4 og Seaelwc TukJFirnt T:tkh-tnn: Addre=: Address: ��.?/ CpGrr��G/eases • /I c a J Tekphone Telephone .�S`—SP tic. (signature) (date) (signattsre (ditc) Documentation Author Enforcement Agency Name: )dame: 1Lk/Fu:n AtgtcY Addr=: Tek honc 1. Ceiling Insulation ' - Insulation In Floor Number of stories --- - Number of stories R•value One Two Three - R -0 _103 -49 32 R-19 -8 -4 .2 R-30 -2 •1 •1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 3 O.C6 -11 -5 -4 0.04 -4 •2 .1 O.C2 4 2 1 0.00 11 5 3 2. wall Insulation ' - Insulation In Floor Single. Single. --- - Number of stories Two Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.40 -95 -46 30 0.80 -1S3 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 .24 0.10 0 0 0 0.08 4 3 2 0.04 0.00 10 5 3 - 14 11 7 0.02 19 - 14 . 10 0.00 24 18 12 3. Raised Floor Imsulat)on ' - Insulation In Floor Mass ---' - --- - Number of stories Two R -value One Two Three R-0 -17 - -8 .5 R.11 3. .2 -1 R-19 0 0 - 0 R-30 3 1 1 U -value .2- 2-4. 4.Slab Edge Insulation 0.60 . -144 -70 -90 0.50 -120 .58 38 0.40 -95 -46 30 0.30 -69 34 .22 0.20 -43 -21 -14 0.10 -17 -8 .5 0.08 -11 -6 -4 0.06 -6 •3 -2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace ' - Number of stories Mass R -value One Two Three R-0 -11 .7 .5- R-5 -4 -4 3 . R-11 .2 .2 .2 R-19 .1 .2 .2- 2-4. 4.Slab Edge Insulation .10 4 40 -90 Number of Stories -26 R -value One Two. Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -12 - 5 1 0.90 -4 -3 .1 0.80 -1 .1 0 0.70 _ 2- 2 _ _ 1 -- - -0.60 6-- -----4 --= 2 _ 0.50 9 6 3 0.40 12 8 4 5. Inriltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss ' - Total Mass % Glass North East South Ll -value Percent 18 5 1 .51 to :41 to .31 to 0.3 Glass Single Double .60 .50 .40 le 50 -121 -S3 -39 -24 .10 4 40 -90 37 -26 -14 3 1 35 -75 -29 -19 .9 1 1 30 31 -21 -13 -4 4 1 29 -58 -20 -12 -3 5 1 28 -55 -18 •10 -2 5 1 27 -52 -17 -9 -2 6 1 26 -49 -is -8 -1 7 1 25 -46 -14 •7 0 7 1 24 -43 -12 .5 1 8 1 23 -40 -11 .4 2 8 1 22 -37 -9 3 3 9 1 21 -34 -7 .2 4 10 1 20 -31 3 0 5 10 1 19 -29 -4 1 6 11 1 18 -26 -3 2 7 12 1 17 -23 -1 3 8 12 1 16 -20 0 4 9 13 1 15 -17 1 6 10 14 1 14 -14 3 7 10 14 1 13 -12 4 8 it 15 1 12 -9 6 9 12 15 1 11 -6 7 10 13 16 1 10 - -3 9 11 14 17 1 9 .1 10 13 15 17 2 8 2 12 14 16 18 7..Shading (Shade Open) Effective Percent Clm (percent glass x SC) or .s l I D 2 2 3 3 4 d 4 5 5 5 6 5 6 7 7 7 B fl 9 9 9 D D Effective ' - Raised Floor Mass % Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 C3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 .1 .1 2 0 .1 •2 -4 .2 0 na = not allowed .1 .2 -1 .9 13. Shading (Shade Closed) Effective Percent Clava (Percent glass x SC) Effective ' ShVIe- Raised Floor Mass . %Gins North Ead Sotto West Sky%N 18 .14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 .46 na 12 -8 •29 -40 -37 na 11 -7 .26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 .17 �-23 - -21 -56 7 -4 -14 -19 -18 -47 6- - -3= - -11'-"---15 - .14- - -.38 5 -2 .9 -11 •10 -30 4 .1 -6 -8 -7 .23 3 0 -4 -5 .4 -16 2 1 .1 .2 -1 .9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 4.0 3 6 8 9. Interior Thermal Mass Interior Slab Floor ShVIe- Raised Floor Mass . Stories Family Multi Stories Mau /CFA One Two Three One Two Three 0.0 •8 .5 -4 -2 -1 .1 0.1 -8 -5 3 -1 0 0 0.3 •7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 .5 -2 •1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 it 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single. . ShVIe- AREA SC Wall Family Family Multi -4 Mau Detached Arached Family 0.00 0 0 0 2 0.20 3 2 1 +6 to . 0.40 .... 5 4 3 +5 0.60 8 6 4 . 0.80 10 8 5 -9 1.00 13 10 7 8.9 1.20 13 12 6 -2 1.40 12 13 _ 9 -2 1.60 10 13 11 . 1.80 10 12 12 3 3 2.00 10 11 13 " 11. Heating System 3 2 11.0 10 SE or ESPF 6 4 3 (assumes ducts In attic) 15 _ 9 Sum of 13 5 13.0 20 .25 or -24 to -14 to -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3. 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15. 13 11 9 7 0.95 . 8.71 20 18 . 15 13 11 8 -4 Effective SE or HSPF -5 (SE or HSPF x duct efficiency) 3 Effective -25 or -24 to -14 to .410 +610 16 or SE HSPF tens .15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 .18 0.40 3.67 -34 •30 .26 .22 .18' -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 • 5 4 3 3 2 0.70 6.42 17 15 - 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment Type System Type last 1199 169➢ 2199 Resisance 10 9 7 6 4 3 Other 6 5 4 3 .2 2 121 Cooling System Climate Zone 11 SCORE CARD AREA SC Eff. % Glass ' SEER One - -5 . -4 -4 3 (assume: ducts In attic) Two + 3 3 Som of 7.10 2 2 1 ,25 Of -2410 44 to l to +6 to 16 or SEER Is" -15 .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8S -9 -7 -6 -5 -4 •3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 , 0 0 10.0 4 3 3 2 2 1 10.5 7 6 6 4 3 2 11.0 10 9 7 6 4 3 =• 12.0 15 13 11 9 7 5 13.0 20 17 14 12 *9 " 6 -18 -15 EffectivuS'EER "i Solar -1 (SEER x duct efficiency) .1 0 0 Scm of 7-10 HWR -18 Effective -25 or -24 to -1410 -4lo +6 b 16 or SEER less -15 S +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. •9 -7 3 -4 6.6 -5 -4 -4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4, 3 9.0 16 14 12 9 ° 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 .. 29 .. 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 To Cooling System Installed Stories Climate Zone 11 SCORE CARD AREA SC Eff. % Glass ' Measures One - -5 . -4 -4 3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached - - _ -_ [0.77/6.61-- R -value [ 191 Unit Size (so 4. Slab Edge Insulation u."°,•c"•„ Water - - - - - 1199 1200 1700 2200 2700 Heater Crede or • to to to or Type_ Type less 1699 2199 2699 more 3 b E: SG None 0( 0 0. 0 0 _ or Solar 12 ` 8 6 5 4 j HP HWR 8 5- 4 3 3 COND. FLOOR WS8 5 3 3 2 2 I POU 8_ 5 4 3 _ 3 : SE None -37 .24 -18 -15 -12 "i Solar -1 •1 .1 0 0 i HWR -18 -12 -9 .7 -6 i WS8 -25 -16 -12 -10' -8 32 POU . -18 .12 -9 .7 -6 IG None -5 -3 .2 -2 -2 06 Solar 7 5 4 3 2 LI POU 3.- -2 1 1 1 E None -28 -19 -14 -11 -9 5 52 54 20% 0.3 0.6 08 1 POU - 0 -6 S -4 3 2/ Muld-Family (individual units) 3.1 3.3 3.S U Unit Size (s 4.1 43 Water 48 •599 700. 1200 1700 2200 Heater credit • or tob 1.4 b or Type Type last 1199 169➢ 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 0.9 1.1 1.3 1.5 1.7 1.9 22 24 WS8 , 9 4 3 2 2 3.8 POU 9 5 3 2 2 SE None 45 -23 -15 -11 -9 1.3 SOW 2 1 1 0 0 L7 HWR . -23 .12 .8 .6 -5 _ =WS8 ., .25 -=13' 8__ _- :5_ 5.7 _EQU :23 _-12_ -0 -6 -5 IG None -8 -4 .3 .2 i •2 3 Solar 6 3 2 1 1 4.5 POU 1 - _ 0 0 0 .0 E None 30 -15 .10 .8 -6 1.9 IU P 4 '8 -4 6 2.9 4 33 O . 4 •3 •Z -2 Interior Mass/CFA I "PC 7 Pwss Climate Zone 11 SCORE CARD AREA SC Eff. % Glass ' Measures North 1. iC'eilingInsulation /c'-30 or , 77 = b-l�5'�h R -value [381 _ U -value 10.0301 2. �sWall,Insulatio R�13V /� - Qor = , R.valu� [ll] U -value [0.0981 ? Rafted Floor Insulation -3 Q or - - _ -_ [0.77/6.61-- R -value [ 191 U -value 10.0371 4. Slab Edge Insulation u."°,•c"•„ x - - - - - R -value 101 F2 fact" [0.771 S. Infiltration Standard -- Effective SEER 17.031 ,u � rrre1 �55 lutwc � 4.2, t es exposed •1e0) % Glass SC Eff. % Glass a. b. North East 3 b E: Ie.e9.t.0 ._el ; l l = = 2 '8 21 IE c. d. South West , 0 S = x x _ 7,2 e. Skylight x _1' TYrE 1 MASS AREA >s Interior W- s/CFA COND. FLOOR AREA o% s% to% 1s% 2o% 25% 30% 35% 40% 45% 50% 55% 60% 6S7. 70% 75% e0% 85% 9M 95% 100% 105% 110% 11511. 120% 125• 0% 0 0.2 04 06 0.6 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 32 3.4 36 38 4 4.2 44 4.6 4.6 S 53 10% 0.2 04 06 0.6 1 1.2 1.4 1.5 1.9 LI 23 L5 2.7 2.9 3.1 3.5 3.5 3.7 4 4.2 4.4 46 4.8 5 52 54 20% 0.3 0.6 08 1 1.2 1.4 1.5 1.8 2 2.2 2/ 17 29 3.1 3.3 3.S U 3,9 4.1 43 4.5 48 5 52 54 56 30% 0 0.7 0.9 1.1 1.4 1.6 1.8 2 22 Z4 Z6 26 3 3.2 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 5 8 401. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 L6 2.8 3 32 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 S1 53 5.5 57' 59 SO% 0.9 1.1 1.3 13 1.7 1.9 Lt 23 23 L7 3 32 3.4 3.5 3.8 4 42 4.4 4.5 4.6 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 28 3 3.2 35 17 3.9 4.1 43 4.5 4.7 4.9 5.1 53 56 58 6 62 60% 1 1.2 1.4 1.7 1.9 Lt 2.3 2.5 2.7 2.9 3.1 33 35 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4 26 2.8 3 3.2 34 36 3.8 4 4.3 43 4,7 4.9 5.1 53 55 5.7 5.9 6.1 64 IM 1.2 1.4 1.6 1.8 2 22 2.5 L7 29 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 52 54 56 S8 6 62 64 75% 1.3 13 1.7 1.9 Lt L3 LS L7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.6 5.1 5.3 S.S 5.7 5.9 6.1 6.3 6S 80% 1.4 1.6 1.8 2 2.2 24 26 28 3 1.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 58 6 62 64 66 86% 1.4 1.7' 1.9 2.1 2.3 LS 2.7 2.9 3.1 33 3.5 34 4 4.2 4.4 46 4.8 S 52 S4 56 59 6.1 63 6S 67 90% 1.S 1.7 2 2.2 24 26 28 3 32 34 3.6 34 4.1 4.3 4.5 4.7 4.9 5.1 53 SS 5.1 59 62 64 66 68 95% 1.6 1. 6 2 2 25 L 17 2.9 3.1 33 3.S 3.7 3.9 4.1 4.3 4.6 4.6 S 5.2 5.4 56 58 6 6.2 6.4 6.7 69 1001. 1.7 to 21 2.3 L5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 SS 5.7 5.9 U 6.3 6S 6.7 7 105% 1.8 2 2.2 2.4 2.6 L8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 58 6 6.2 64 66 68 7 1107. 1.92.1 2.3 2.5 L7 L9 3.1 3.3 36 38 4 4.2 4.4 4.6 4.6 S 5.2 5.4 5.7' 5.9 6.1 6.3 65 6.7 69 71 115% 2 . 22 24 2.6 2.8 3 32 34 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 S.S 5.7 59 62 6.4 6.6 68 7 72 120% 2 23 25 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 S.4 5.6 SO 6 62 6.S 6.7 6.9 7.1 13 125% 21 Z3 L5 L8 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.S . 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD AREA SC Eff. % Glass ' Measures North 1. iC'eilingInsulation /c'-30 or , 77 = b-l�5'�h R -value [381 _ U -value 10.0301 2. �sWall,Insulatio R�13V /� - Qor = , R.valu� [ll] U -value [0.0981 ? Rafted Floor Insulation -3 Q or - - _ -_ [0.77/6.61-- R -value [ 191 U -value 10.0371 4. Slab Edge Insulation or x - - - - - R -value 101 F2 fact" [0.771 S. Infiltration Standard -- 6. Glass Heat Loss Type [double] 7. Shading (Shade Open) c,,...., ..... --- c..,, Point Scores Sum 1.6. 10. Exterior Wall Mass % Glass 1 AREA SC Eff. % Glass ' a. North 3 x , 77 = 3,3 b. East South/,,, - x = , c. Duct Efficiency 10.781 D x - - _ -_ [0.77/6.61-- d. West ✓ x x , $2 e. Skylight =0, x Duct Efficiency [0.74) Effective SEER 17.031 8. Shading (Shade Closed) 13. Water Heating Type [SG] Credit [none) „ f % Glass SC Eff. % Glass a. b. North East 3 b E: x x ; l l = = 2 '8 21 IE c. d. South West , 0 S = x x _ 7,2 e. Skylight x 9. Interior Thermal Mass TYrE 1 MASS AREA >s Interior W- s/CFA COND. FLOOR AREA Point Scores Sum 1.6. 10. Exterior Wall Mass TYPE 2 MASS AREA ` (� Exterior Wall Mau ND. L OR AREA �� Sum 7-10 11. Heating System r x , V3 Zonal Control? ( Y / N) SE or HSPF Duct Efficiency 10.781 Effective SE or --- - . - - _ -_ [0.77/6.61-- - - - _ -- HSPF 10.5615.151' _ 12. Cooling System x , $2 _ Zonal Control? ( Y / N) SEER 9.51 Duct Efficiency [0.74) Effective SEER 17.031 13. Water Heating Type [SG] Credit [none) „ f Po\int at. U; KtiricBte 0I C0MP1a 1dCe: Xesiaentlai - ..v 0imate Gone 11 BUILDING SHELL INSULATION Component - Insulation Locadortlfamments - Type R -Value (attic, to ata e.'r iCr1. etc-)' - Wall .............. Wall...:.......... Roof ............. Roof ............. toblhir 'TOTAL Project Title 'A a44rlr- g=K"wd g l :- •. t Floor....:....... Building permit# Project Address GLAZING Shading Devices , GIaring Area Glass Type Interior Exterior Orientation (sf) (single. double) -_ I,; OtedcedBy/-Data i .r Documentation Author Telephone -. a `'•" ° t ' Enforcement Agency Use 0* BUILDING DATA :f. North G�Area , s <Sou tel l ( -• Conditioned Floor Area /ffA Number of Stories East West Slab/Raised Floor Number of Units South 29.3 Type/Covering Area 'Thickness fA Single Family Detached (SFD) [ ] Addition. Alone 1 West /09 0.9 (] Single Family Attached (SFA) ( ] Existing Building Skylight /g6p. ®, q HVAC SYSTEMS. .Mi:.imum Duct [ ] MuId-Family (NM � (] Existing -Plus -Addition Total W5 3,$. or approved equal) ` /y 'io �i at. 5,7 '. L�A/Ou41c `�DDeAE'i�5oA0 ` Maximum Furnace Heating Output: l Btuh BUILDING SHELL INSULATION Component - Insulation Locadortlfamments - Type R -Value (attic, to ata e.'r iCr1. etc-)' - Wall .............. Wall...:.......... Roof ............. Roof ............. toblhir 'TOTAL Floor .........:.:. s' t r r r t Floor....:....... :.. Slab Edge..... GLAZING Shading Devices , GIaring Area Glass Type Interior Exterior Orientation (sf) (single. double) Overhang + Framing Type (roller blind, etc.) (shadescrecn, etc.) (yeshlo) (metal/wood) No f-th East East ) � " "'��~�/C� iii Fi . <Sou tel l ( -• - West- -W)i West Skylight ...A!o ter. THERMAL MASS , - Type/Covering Area 'Thickness (slab/exposed, tile, etc.). Of) (inches) .Location/Description (kitchen. bath etc.) %4 /GN le 9Vf�j AMIRY' HVAC SYSTEMS. .Mi:.imum Duct Type (ftunace, air Efficiency - Location DuctOutput Manufacturer / Model # r conditioner, hent um) (SE. SEER.HSPF) (attic, etc-) R -Value -"(Btuh or approved equal) ` /y 'io �i at. 5,7 '. L�A/Ou41c `�DDeAE'i�5oA0 ` Maximum Furnace Heating Output: l Btuh .• HOT WATER SYSTEMS Tank- Manufacturer/Model ## BUILM�(04 DEP�IRTMM Svster-h TVoe (storage gas- etc-) (�annritv`t (nr nnnrnvAr§ ornsall c..e .:..r ��i ✓O ANY . - .' .,SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) JY . Mandatory Measures Checklist: Residential MF -IR NOTE= Lowrise residential buildings subject to the Standuds mu n cattair these measures regardless of the compliance approach used. Items marked .nes an asmnsk (-) may be superseded by more stringent compliance rcquirts emb fisted onthe Catifieae of compliance- When this ehocklist is incorporated into the permit documents• the features aetrd shad. be consideved by all parties as binding minimum component performance speafieatioeu for the mandatory measures whether they am Vtown elsewhere in the documents or on this checklist only. DESC1UPTiON DESIGNIM ENFORCEMWr Building Envelope Measures - ° 12.5352(a): Minimum catling insulation R.19 weighted average - §2.5352(b): I ease fill insulation manufacturer's labeled R.Value. 12-5352(ck Minimmn wall insulation in framed walls R• 11 weighted average (does not apply to eaten« mus wales. §2.5352fkp Slab edge insulation - water absorpien rate no greater than 0.3%. watt vapor transmession rate no greater than 2.0 permhnch. 12.5311: Imuiaticn specified or installed mocu California Energy commission (CEC) quality standards Indicate type and form. §2.535201 Vapor barriers mandatory in Climate Zane 14 and 16 only. §2.5317: Infiltration/Eafilrration Controls 1 Doors and windows between conditioned and unconditioned spaces desipcd to limit air leakage. b. Doors and windows eenified. e Doors and windows weadwrstrippeQ all "pinus ad pencteaUam caulked and scaled 4 §2.5ecptn _ Special infdtion Darier installed to comply wish 02-5351 mecca CEC quality standar 12.5352(d): Installation of Fueplaces 1. Masonry and factory -built fireplaces have r a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e Flue damper and contra 2. No continuous Wining gas pilots allowed ± HVAC and Plumbing System Measure 12-5352(8) and 2.5303: Space conditioning equipment sizing: stwh calculations., §2.5352(h) and 2-5315: Setback dw nnos= on all applicable heating systems. 12-5316(a) Ducts constructed. installed and insulated per Chapter 10. 1976 UMC 42.5316(b): Exhaust systems have damper wnrols. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices, §2-5314: HVAC equipment, watt heaters, showerheads and fauces certified by the CEC 12-53520 Water heater insulation bLvmkcs (R-12 or $eater) or combined intesior/uterior insulation (R-16 or greater); rust 5 feet of pipes closes, to tank insulated (R-3 or greater). n §2.5312(Exccpion 1): Pipe insulation on steam and ueam condensate return & recirculating piping. §2-5319(dr Swimming Pool Hafting 1. System has: a. OMoff switch on heater. -- b. Wcatherproof inswetion plate on heater. - e Plumbed to al`Ww for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet 1. Lighting and Appliance Measures e §2.535207 Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms - §2 -5314(e), Gas rued appliances equipped with intermittent ignition devices. + 12.5314(a): Refrigerators, refrigerator.freezers• freaus and puon=cnt lamp ballasts certified by the CEC Indicate make and model number. COMPLIANCE STATEMENT This certificate of cotnplianee lists tlr building fcatt = and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter.; 2. Subchapter 4, Article I of the Califomia Administrative code. This certificate has been signed by the individual with overall design respcnsibiliry and the building owner. who shall !etain a copy of it and transit the cxrtificate to any subscquent purcluser of the building. Designer Building Owner :3 Name Name TiakiF=rt,eJFrr,t Adder Address,: - Telephone Tckvlmnc- Lic. I: I (signature) Documentation Author Name TtdelFtrm: It. (date) 4 i ` mNJ"Al, PIN12 Enforcement Agency. Name: Agency: 1. Ceiling Insulation Floor Insulation -64 Number of stories -144 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 .2 .1 .1 R38 0 0 0 U -value 3 1 1 0.50 -176 - -84 -54 0.30 -102 -49 32 0.10 -26 -13 3 0.08 -18 -9 -6 Us -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation Floor Insulation -64 Single- Single - -144 Family Family Mule - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-30 3 1 1 - U -value ".. .. -17 :..._ '• __ ._ _- °0..80..._ _ -153 .....--'114... - _ -11 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.C6 9 7 5 0.04 14 11 7 D 0.02 19 14 10 . 0.00 24 18 12 - 3. Raised Floor Insulation -64 na Insulation in Floor -144 -70 Number of stories 0.50 R -value One Two Three R-0 -17 -8 .5 R-11 -3 .2 .1 z R-19 0 0 0 R-30 3 1 1 U -value -69 -64 na _ - ----0.60 . -144 -70 -46 0.50 -120 -58 38 ? 0.40 -95 -46 30 0.30 -69 34 .22 0.20 -13 -21 -14 0.10 -17 -8 -5 0.08 -11 •6 -4 0.06 -6 -3 .2 0.04 -1 a 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -58 -20 Number of stories 3 R -value One Two Three A-0 -11 .7 S R-5 -4 -4 3 R-11 .2 .2 -2 R-19 -1 .2 .2 ;i 4. Slab Fdge Insulation 7 14 25 -46 -14 -7 0 Number of Stories -- R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 facmr 3 3 9 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points standard 0 6. Glass Heat Loss Total -69 -64 na -42 U value %Glass Percent East South ,51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61-21 2 -13 .4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 .10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 3 0 5 10 16 19 -29 -4 1 6 11 16 -..18 - .- -26 3 - ... 2 -7 7 . 12 16 17 -23 .1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) --Etfective Pei cestt Claw (pereeat Qlasa x SC) EffecSve -69 -64 na -42 -59 %Glass North East South .West Skylight 18 5 1 4 1 nor 33 na -23 • 41 .29 -74 14 4 2 5 1 na 12 3 3 -5'• 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 - 1 A 4 ,-2 3 4 5 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .1 -1 .1 -1 9 0 -1 -2 -4 -2 0 na - not allowed 4.0 3 6 8 $. Shading (Shade Closed) EtYecdve Peremt Class (P -cent &taxa x SC) Effectim GU& North 18 -14 16 -12 14 -10 12 -8 11 -7 10 3 9 -5 8 -5 7 -4 6 3 5 -2 4 -1 3 0 2 1 1 1 0 2 rta . not allowed Ead Soudf ' Wed Skylight -48 -69 -64 na -42 -59 -55 na -35 -50 -46 na 29 40 -37 na -26 -36 33 na -23 • 41 .29 -74 .20 -27 -25 -65 -17 -23 -21. -56 -14 -19 -18 -47 -11 -15 -14 38 .9 -11 -10 •30 �3 3 -7 .23 4 -5 �4 -16 1 .2 1 -9 1 1 1 -4 3 4 3 0 9. Interior Thermal Mass Interior ` Single. Slab Floor Raised Floor Mass wall Stories Family Mule Stories Mass ICFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 .2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 . 14 15 10. Exterior Wall Thermal Mass Exterior ` Single. Stngla- Point Scores wall Family Family Mule -t Mass Detached Attached Femur 0.00 0 0 0 -25 at -24 b P-1410 0.20 3 2 1 .!ass -iS 1 -6 0.40 5 4 3 •14 -12 -10 0.60 8 6 4 -9 -7 -6 0.80 10 8 5 -5 -4 -4 1.00 13 10 7 -4 3 3 1.20 13 12 8 0 0 0 1.40 12 13 9 4 3 3 1.60 10 13 11..., 7 6 5 1.80 10 12 12 10 9 7 200 10 11 _ 13 15 13 11 11. Heating System 7 5 WS8 20 17 14 SE or HSPF 9 6 .13.0 (assumes duets in attic) , 8 5 Sum of 1-6 Effeidve SEER 3 SE -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 .0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33. 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 4 Effective SE or HSPF 9.0 (SE or HSPF x duct efficiency) 7 Effective -25 or -24 to -14 b 4 to +6 b 16 or SE HSPF less -15 -s +5 +15 more 0.30 275 -73 -64 .56 -47 -38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 13 11 9 7 0.80 7.33 25 � 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•:m Point Scores SEER One -5 -t (assutnei ducts In attic) -2 -2 Stm of 7-10 3 3.Led : 2 -25 at -24 b P-1410 -410 +6b 16 or SEER .!ass -iS 1 -6 +5 +15 more 8.0 •14 -12 -10 3 3 .4 8.5 -9 -7 -6 -5 -4 3 8.9 -5 -4 -4 3 .2 -2 9.0 -4 3 3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 WS8 20 17 14 12 9 6 .13.0 j POU 8 5 4 Effeidve SEER 3 SE None (SEER xduct efficie047) -24 -18 Wt of 7-10 -12 0% Effective -25 or -24 to -14 b -410 ..+6 b 16 of SEER less AS -5 +5 +15 more 5.0 •30 -25 -21 -17 -13 -9 6.0 •12 -11 -9 -7 3 -4 6.6 -5 -4 -4 3 -2 -2 . 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 2:::;, 23 19 15 12 8 120 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories Point Scores 5 Or One -5 -t -t 3 -2 -2 Two + 3 3.Led : 2 2 2 1 Sin{.le-Fanny and Attached or I Unit Size (sQ Water R-valae(191 :109 ,1201' 1700 2200 2700 Heater Credit or. b to to : or Type Type fess 1W 2199 2699 more SG None 0` 133 0 0. 0 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 10% WS8 5 3 3 2 2 45% POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 0% Solar -1 .1 .1 0 0 1.3 HIVR -18 -12 -9 -7 -6 '27 WSa -25 -16 -12 -10• -8 4.2 POU -18 _-12 -9 -7. -6 IG None -5 -3 -2 .2 -2 1.6 Solar 7 5 •4 3 2 11 POU 3 2 1 1 1 IE None -28 -19 -14 -11 _9 06 Solar 8 5 4. 3 3 2 POU -10 -6 -5 .4 .3 15 Multi -Family (lndlviduat units) 4.1 4.3 4.5 4.8 I Unit Size (sQ 52 Water 56 699 700 1200 1700 2200 Heater Galt or b to b or TYPO T5P6 less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.2 visa 9 4 3. 2 2 SE POU None 9 -45 5 -23 '"3 -15 2+12,.r 11 59 Solar 2 1 1 0 0 1.9 HWR -23 -12�f11p�t,4 21 -53 4 32 WSB -25-13 16 -8'. :61P.5' 4,4 4.6 POU _23 _12_8 _ 3 .5 IG _ Ngne Solar 8 6 -4 3 -3 2 r-2 ..; .2 1t, 1.8 POU 1 0 0 �;,ir 0t."0 i IE None 30 15 -10 -8 3 4.7 Solar 18 9 6 4 4 6 2 POU 3 . -4 .3 •2 -2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. `Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass X1"11. Heating System Zonal Control? ( Y / N ) 12. Cooling System f.Zonal Control?( Y / N ) 13 "WaterrHeating Measures Point Scores 5 Or ^ I R -value [381 1.1 -value (0.0301 InteriorMass/CFA ( I or 4� R-value�i ] U -value [0.0981 STM 2 MSS or R-valae(191 U -value [0.0371 ' or R -value (01 F2 factor (0.771 V , 0 11 .7-91- le•ep•a•1el M r r�� 3� q- .. 0-4 -Z4 Type(doublel U -value 10.651 %TouiGlass (161 t TYPE I KASS MAC " 4.2• tars: a acs Stab) % Glass SIC 1 �•� x 0% 5% 10% 5% 20% 2S% M% 3S% 40% 45% 50% 55% 60% $A 70% 75% eo% 85% 90% 95% 100% 105% 110% 115% 120% 125` 0% 0 0.2 0.4 0.6 a8 1.1 1.3 IS 1.7 1.9 2.1 23 IS '27 29 12 '13 14 18 3.8 4 4.2 4.4 -4.6 4.8 5 53 to% 12 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 21 23 2S 27 29 11 15 17 4 4.2 4.4 4.6 -4.a. S 52 5.4 20% 0.3 06 0.8 1 1.2 1.4 IA 1.8 2 22 24 27 29 11 13 15 17 19 4.1 4.3 4.5 4.8 5 52 5.4 56 30% aS 117 0.9 1.1 1.4 1.6 1.8 2 22 21 26 26 3 32 35 17 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 09 1.1 1.3 1.5 1.7 1.9 22 24 26 28 3 3.2 14 16 16 4 4.3 4.S 4.7 4.9 5.1 5.3 5.S 5.7 59 50% 19 1,1 1.3 iS 1.7 1.9 21 23 IS 21 3 32 14 U 16 4 42 4,4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 SS% 119 1.1 1.4 1.6 1.8 2 22 24 2.6 28 3 31 15 37 3.0 41 41 4.5 4.7 4.9 5.1 53 56 5.8 6 6 2 W% 111 1.4 1.7 1.0 It 23 2S 27 29 11 3.3 3.5 18 4 42 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2S 28 3 3.2 14 36 19 4 4.3 45 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 2S 21 29 11 13 15 17 19 41 4.3 46 4.8 S 5.2 5.4 5.6 58 6 62 64 75% U /3 1.7 19 21 23 25 Z7 3 12 14 16 18 4 42 44 4.6 46 5.1 S.3 SS 5.7 5.9 6.1 6.3 6.5 t107. 1.4 1.6 1.8 2 22 24 26 29 3 13 1S 17 10 41 4.3 4.S 4.7 40 5.1 54 56 5.8 6 62 64 66 85% 1.4 1.7 1.9 21 23 ZS 27 29 3.1 3.3 3.S 18 4 4.2 44 4.6 4.6 S 52 54 5.5 59 6.1 63 6 S 67 901. " 1.5 1.7 2 22 24 26 26 3 3.2 3.4 3.6 14 41 41 4.5 4.7 4.9 5.1 53 . 5.5 S.1 5.9 6.2 64 66 68 95% 1.6 . 1.6 2 22 25 21 Z9 11 33 3.5 17 19 41 4.3 4.6 4.8 5 5.2 5.4 5.5 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 19 21 2.3 2S 26 3 32 3.4 16 18 4 42 4.4 46 4.9 it 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 1 105% 1.8 2 21 24 26 28 3 13 3.S 3.7 3.9 4.1 4.3 4.S 47 4.0 it 5.4 59 5.8 6 6.2 6.4 6.6 61 7 1107. 1.9 21 23 IS 27 29 11 13 3.6 3.8 4 4.2 44 46 46 5 S2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 24 26 Z6 3 3.2 14 3.6 3.6 4.1 4.3 4.S 4.7 4.9 i1 13 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 23 ZS 27 29 3.1 13 15 17 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 23 ZS 28 3 12 14 16 3.8 4 4.2 4.4 4.6 49 it 13 55 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 ',lA Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. `Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass X1"11. Heating System Zonal Control? ( Y / N ) 12. Cooling System f.Zonal Control?( Y / N ) 13 "WaterrHeating Measures Point Scores 5 Or ^ I R -value [381 1.1 -value (0.0301 ( I or 4� R-value�i ] U -value [0.0981 -' or R-valae(191 U -value [0.0371 or R -value (01 F2 factor (0.771 Standard 0 r r�� 3� q- .. 0-4 -Z4 Type(doublel U -value 10.651 %TouiGlass (161 Sum 1-6 % Glass SIC Eff. % Glass �•� x G• 4- x2- 45.9 x = rZ v 5 5.9 x D. 9 x = O, -7 Z 970 Glass S Eff. % Glass q-3 x �sF x e 57 x if= /D. 5 9 x = TYPE 1 MASS AREA Interior isslCFA 9 COND. FLOOR AREA TYPE 2 AREA r I 3 MASS = 14 Exterior Wall Mass ND. FLOOR OR AREA Sum 7.10 �. x , s3 = -7, SE or HSPF Duct Efficiency (0.781 Effective SE or (0.7216.61 13, Q- -e Z HSPF 10-W5.151 //. e> Zai x , = SEER (9.51 Duct Efficiency [0.741 Effective SEER 17.031 Type (SGl Credit [none] I Point Total. r ,�,�