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Home My WebLink About041-110-08741-11-87 J &KATHY HA�JS 3589 Creek Rd, Oroville Oentr: Ji owm5,n Dermit#4844-8 (util, MH) ELEC 200 SUPPORT,STR REO O COMPACTION NEST REQ b -11-87 --C-ontr-- 5=.0-:S. Service PES -0153 -7m-FT.- ---- 4 Issue 41-11-81 rne 174-87B(new stairs/MH O_a�,9 2. 92=1.059BPEM y &Cathy Creek Rd, O :cville -. -0-087 9373171 B 1ST RENEWAL/927--`-1059 O 0 �3°'3�% RESIDENTIAL 41-11-87 Q I'V - slap e . o. 92-1059BPEM• Hf jay ''& Cathy C14-1 1 3589 " new. s Dry Creek Rd Oroville 319 ! s ,g, j11c1TG : mob, &I Pri off' 4o f-,*✓tA4 i OFFICE COPY Address la 1 y ,1" Date_ f i JOB FINALED (Date) & { ?R. Signature 'V OK O = Not OK = Not Applicable il' = 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 - 1i 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . 4 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements -I) 2. -Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-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-Enclosu res- 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 (S = Date UND LOOR (Plans) OK except ti's Zon i ng -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 temwalls, Main; Steel -Bloc kouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 3. Plenums &Ducts; Clearance -Material -Support -Ins. iiAl"Girders-Sills-Anchor_polts-Joists-Vents-Cripples ss Ve _ 16. Insulation Date 3/,/fft Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection _ L>__6W.VTest-Fittings & Anchor -Nail Protection - --- ------- Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ----------------------- - - --- --------- ---- - Date Lo Card B-1 �� Date Card B-1 ---� ------------- ------------- ---------------------- Date Card B-1 Date Card B-1 Date ELF,EIRICAL (Permit) OK except a's Fixture & Transformer Clearance -Ins. Protection --.Eec. cp _f�rp�Sy Receptacles a-cl-e-s- S--p-a-c-i-ng_Lights--&--S-w--it-c-h-e—s -a-t Doors L,214_4 ------------ Size Boxes & No. of Conductors -Stapled ----- " ( TeX—In—stalled Close to Edge of Studs & C.J. Eqd9uip Ground made up w/Mech. Fastners-Bond Gas & Water 3/iv lj�r . Appliance Circuts in Kitchen_ &_Conductor Size'GFI 28. Subfeed Wire Size ! ga Cu or Al-A.C. Wire Size i / ga Cu or At -------------------------------------------------- ------------------------- 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral C1_ Yes Yes ❑ -No ------------------- Lb 'Service -Riser Conductors & Ground -Main Disconnect -- - - - - ----- -' -- ------------------------------- G3f E tip. Clearances Panels-Motors-Mech. Equip. ----------- --- — - ---- --- - - - -- - Clothes Closet Light -Shower Light -Spa Light (2'S�Smoke Detector Date /J�^] Card B-1 ,pj�/— Date Card B-1 ----- - ------------------ ------------------------------------ Date Card B-1 Date Card B -t Date EC hICAL (Permit) OK except a's . Ducts Insulation & Support --------------- - -- ---- ------------------------------------------------------ Ve Fan: Exhaust above insulation ------------ - -- -------------------- 3 C densate Drain & Overflow: Size & Grade Furnance-Vent: Access Comb Air Return Air Vent -115 outlet ------- ------------- - - -- -- - - , 8. c 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 tr's --------- Sils. Proper Material & Anchors ------- -------------------------------------------------------------- J,AO Walls Studs -Nailing, Spacing & Bracing -Plates -Sound ------------ - -- - 1. Bearing Walls over Girders & Floor Nailing ----------- ---------------------------------------------------------- / aft Stop m Walls (rat proof) — ---------- ' 3. Fire Stops Furred Ceilings -Stairs -Chases -Tub ------ -------------------- 4. Headers & Beam -Size & Bearing '.r) Y ingle & Duplex) Date FRAMING (Continued) 5. Ha ge'rs-Post Caps -Anchors -Connectors Ing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. 47 ireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles ---- _ drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50GaLana Fire Protection Framing 5+1-' perty-- a Firewall & Openings — xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits --------_------- �lairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. pl ood on Roof Overhang -Attic Vents -Rafter Outriggers _ _Siding -Nailing Veneer Brip Screed -Fd. Vents-Underflr. Access 7. ing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings --------------- ------- Infiltration -Walls -Windows - --------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's — - Ex Steps -Door & Sidelight Protection -Landings Sm ke D_etector ---------- - -- — - urnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection - Bedroom Exiting 6 I. &Bath Fixtures &Tub Access -Spa EI Trim & Subpanel: Breaker Sizes & Labels - - ---- S Rails replace_or Stove: Clearanc r Elec. Outlets at Wood Panel: t. & Ext. ------------ Kit. ixt & Appliance: Grnd.-Air Gap -Cooking Clearance _Ele_c. Outlets _& Receptacles at Kit. Counter ----------- 7 ra-55-7ir-e Swng-Landing-Closer — --- -------- TZ------i 7, a=Damp er tr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In rage: Above Floor-Mech. Protection Ib.. Elec. & Me -Equip. Listed for Location -76.. f c. Rein Garage: (G.F.I.)-Romex Protection -------------- 7. 2rtr6rti of am -Looked in Attic ❑ Yes Guard Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor -------------------------------------- 80. - ---Clearance -- Looked ------ ---- 80. Following instld.: Drive es o: Walks ❑ Yes o; Planters -❑ Yes o -- ------------- own -Finish --------------- A. -- 8 eA.0 it: Disconnect. Electrical, Plumbing ncs Above Roof: Plbg.-Appliance-Fireplace.-Clearance to V Openings ------ --- at _ Well; Disconnect, Electrical, Plumbing r Elec. Trim: G.F.I. Receptacle -Underground 8 entilation Throughout House lass Protection - - --- - ---- ----- - --------------------------- or tions from Previous Inspections G est -Meters Tagged: Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval — 9N nergy Compliance Certificate -Other Certificates-- --------- - - - ------------------ Dat lCard B_1&0____ 0__Date _ _Card B-1 �a'-- Date Card B-1 'DDate_ Card B-1 Date �Card 6-1 � Date Card B -1B 1�Date Card B-1 Com nts at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIONAND PERMIT . PERMIT NO. 92-1059 ASSESSOR PARCEL NUMBER 041-110-087 ZONING U IF BUILDING PERMIT OWNER CATHY Y HAWS & KATHYING TELEPHONE 343-5034 S0. FT. OCC. BUILDING VALUATION 3334 R 180,03 OWNER'S RESS 3589 DRY CREEK RD OROVILLE 95966 29 M 522 CONTRACTOR'S NAME OWNER TELEPHONE 1162 Q, CJ 8 113 J 102 C 13,312 CONTRACTOR'S MAILING ADDRESS Fireplace 12 A1 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ , LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ , Energy Plan Checking Fee $ 20. ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3589 DRY CREEK RD OROVILLE Permit tee $ 1487.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 141 5.00 70.00 Solar or heat pump water heater 20,00 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7,00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ba Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK NewU Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3BDRM Permit Fee $ 127.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 0V OR LESS 200A OR LESS 18.50 18. 50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license IS In full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO100oA) 37.50 NEW CONST. / DWELLING OCCUPM OR ADDNS, l ACC. BLDGS. 3.6asq.ft. 116.70 NON-RESID R BRANCH CIRCUITS @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. OOCUp(OUTLETS OR FIXTURES 20 760 450 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) I 3.00 Temporary service 15.001 15,00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 165-20 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. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating 21 1 18.00 Cooling 2 18.00 Hood 6.50 .50 Ventilation 2 9.00 permit Fee $ ,5Q 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 liabil s, ju ment osts, and expenses which may in any way ccrue against ay ou ty i o se uence of the granting of this permit. X f Date ( Q Signature of Appl ant - Owner ® Contractor ❑ Agent ❑ An OSHA / permit is required for excavations g r ion of structures over 3 stories in height. / ep and demolition or construct - Mobile Home Installation Fee S Energy Inspection Fee $ 40,00 o c N TTY;V TOTAL FEE $ 1886.45 HAz DFEES IMP FL00 CDF r PARCEL PD „r HD Issu , This permit is hereby issued under the Bions of the Butte C my Code and/or work indicated ab for whic h fees D R O PU LIC By (Ja�} PERMIT EXPIRES l Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 115525-545.25// /, WHITE-D.P.W., •ELL��IS1ffih*, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 fa --� / 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 Date _ '� Inspector REV 10/9 L COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - j916),891-2751 7 County Center Drive, Oroville, CA - 016) 538-7541 747 Elliott Road-, Paradise, CA - (916) 872-6307 COMM; '1ON NOTICE : ;x S : I.3 \31 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 Y is completed. fyou have any questions pertaining to this matter, or need additional explanation, please co a this office immediately. v' /G-!1 Nt /S oPt 6i >'I �L�S P7,�lis'• } AAA f f p n Y L A r x' rt DateK,92' S Inspector REV 1 COUNTY OF BUTTE , BUILDING DIVISION,' f DEPARTMENT OF DEVELOPMENT SERVICES ; 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 —31 OWNER PE .MIT NO. , >i •.a 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. . v r ra ice. �� CT- Z'I bD)e,—v 4z--, e QCc-ss,qb/ A -O Lo N 02 14 CF�s F fc a "�c.c cit 474- Date/ Q Inspector REV 10/93/ .. �.�5 .�' "'r 'S+'a;= Vii*- .. �' %-�� h ... 'T'r� .^c. -•' .. : _ �}:.w COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 PERMIT NO. A routbw 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 iscorrpleted. Hyou have any questions pertaining to this matter, or need additional explanation, Date, 3 Inspector ...-- REV 1 pi - 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 - /0 ER 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. d Date / t,/ Inspector�� REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2,751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE., Z4 ?z 714 OWNER a PERMIT NO. A routine inspection indicates that the following violations of Butte Couhty'Ordinan6es exist at the above address and should be corrected. Please notify this office when correction of-w6rk is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. LA-<- O -5- e' 16 Date 1jd— Inspector 2A REV 1 1/91 Insulation Certificate ' BUILDING OWNER: JM& C -A-7741 m1 as BUILDING PERMIT BUILDING LOCATION: 0!561 prq Description of Installation ROOF Material Thickness (inches) XSPACF, Brand Name- g LA (cc-,vl Eo )- Thermal Resistance (R -Value) L CEILING Batt or Blanket Type P D CE4 U6427 Z;711 tis Brand Name " Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR WALL Material (&tt) - FOAM Thickness (inches) 2-"- ' ' Y'1 AfIZSPAGF— RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material CoV',JUZETF— Thickness (inches) 5. Gil Width (inches) &,&& 5Q F j' Brand Name 5tACK,01Ce-L aTFX) Thermal Resistance (R -Value) f Z" 7-2,0 Bra d Name MAN W UL TREIEMAC CON -j rO L Thermal Resistance (R -Value) K- sa %cf, O i,. Brand Name �J% Thermal Resistance (R -Value) R- 7—,o FOUNDATION WALL ' Material 600C96 .— Brand Name Thickness (inches) j (�I/ Thermal Resistance (R -Value) tQ - 0 Declaration I hereby certify that the above insulation was installed in the(building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. f f��-rNs eUJA1C9-1,ejJ1 &DE /7- ;e al ntractor (Builder) License Number Signature andTitle Date License Number Signature and Title Date THIS TIFICATE MUST -BE -PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL:INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 BUTTE COUNTY SCHOOLS DEVEI*OP�OT FEE CERTIFICATION FORM (One For -.m per Building) A.P. Number % //0-08-7 Building Department No. School District O"0 (Uh/m1 Wrcity D County Q Jurisdiction Property Owner icily Project Location/Address 3J Ory Oro Subdivision Lot Number i��) ../V Residential evelopme t' � � f t � Sq • Foota e�0 ge4 / J of L'i`v -ng tMHI Addi.tio,nt_., (Group R) r t Commercial/Industrial: Y �bq. Footage New Addition (Including Exterior !` Roofed Areas) BJW / ZZ�� , Y_ CRI - - 0/ 1_z_ elding Xpartmeepre Rentative Date (Floor Plans reviewed by School District Personnel) District Id No. 9 0 6 �i�oYch. e- 0 / T`�L b School District certifies that .... S h u 'VL-7ct) S X (Applicant V ame) (Phone Number) o 4,0n (Street Addre s) L e, ��..• (City) (State) (Zip Code) has complied with the requirements of Resolution No. / V�-- qb by the payment of re resentin `, square feet- LA eet School District Representative Date PAID BY CHECK NO. BANK NO,�'i/ PAID BY CA/SH J REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) r I'S COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Oroville; California 95965 - Telephone: 916:'538-7541 a APPLICATION AND PERMIT l ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT Ca- w 5 TELEPHONE 33563• SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS %r C(reeR 66-�t((e 42 M CONTRA TOR'SNAME TELEPHONE/ ` ff O 2 ( -6 CONTRACTOR'S MAILING ADDRESS ;replace Q"o CONSTRUCTION LENDER - UNYCNOWN Total Valuation $ o s Filing Fee $ 15.00 LENDER's MAILING ADDRESS Permit Fee 0 $ r ARCHITECT OR ENGINEER .LICENSE No. Plan Checking Fee $' Energy Plan Checking Fee $ 00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A.20RESA. Permit fee $ , 7� PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 '7Oc,3`0 Solar or heat pump water heater 20.00 2p 010 v LOT NOt SUBDIVISION NAME PARCEL MAP WaterP•P 9 I in 7.00 Q'U Each qas water heater or vent 7.00 USE OF STRUCTURE SF% Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK NewAddition[]//Remopdel❑ Utilities[]Installation[:]Other❑ Des�nb\e work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 J 15,15-0 Main service 200ATOI000A1 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.SINGLE License No. Classification ElI, 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.E! sp.ft. 0 OR ADDNS. ( ACC. SLOGS. 3.6d / 70 NEW CONSTR.ULTI.OUTLET 5.00 NON.RESID BRANCH CIRC ITS @ POWER APPARATUS &) OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 76 FIXED Ex. Occup. OUTLETS (RESID IRE A.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee s 20 — 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 FiIingFee 15.00 Heating Cooling g Hood 6.50 5� Ventilation 22 vO rmit Fee pet $ 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 Countyor 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❑ 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 ;�q" %li S occ CONST TYPE v , w • TbTAL FEE $- t HAz I DFEEs I IMP I FLOOD I CDF PARCEL 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. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. S ck. SY.S:.�s rj �� t �wtiR;-, vq.--•ase-�F*o.Y'r. �t4�'�'�'d'�"'"P' v��`�``�'s'i°3i�T=f"iteZ'^�'*:�'�r»�`A�'•'ti7�r7"�.�`�.��^��a��;:%v.�.rr.,.r'�'i y.,.�.. •ti'. COUNTY OF BUTTE - DEPARTMENT.OF- PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET j Permit No. OWNER �JO�I� f"(fG( f� V A. P. No. "(1 -HO -092 Proposed Building Uses, 1 . Building InspectorDate 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 sub 2. Plot plans in duplicat triplica i ned by preparer of plans........ t� 3. Complete plans in duplicat triplicat signed by preparer. of plans -7 /5? �s 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 instructionso 2. . O. Fees of $ 2:21.......... '-6 K-' �2 d ....Jul;.'�� ... o U 11. Chico Urban Area fees paid ....................................... 12. Park fees paid Oro un,q- School strict fees paid.......... Sanitation approva from OI-O'Vr2 Health Departr 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 (construction approval required prior to occupancy) `i /7/� 2 20. Pre -Inspection for, required Pre-I"Spec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... -- ,y 22. Certificate of Workmans Compensation Ins ce .................. X23. Owner -Builder Verification (Given owner o, M it to owner 0) ..... -slr_'24. Recorded copy of Agricultural A novV}e1i1 tatement ......... i- � �i 2�5. Letter of sigture authorizatio —1. 6. ¢ ee °v c /N'(r�GF Safi1�C When you issue the permit, proce 7 rows: Mail to owner. Mail to contractor. Telephone343S_()_3q and hold for pickup at office. Deliver w/inspector. Other _ / _ , 1 1. Appl is Date Copy of H-laz-Mat form sent Health Dept. __L1_f11re Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted�ri roto ermi is �ej, ( irrcclle nin w it I°t c ecked above). 1. Index permit for above items No. 2. Additional items requi Contractor, designer, &0 was advised of above required data by_phone N/ mail counter by"..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter I); -- y date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder lk Date Z(9 1 q 2 TO: Building. Department ' CO UN D1 OFNG DBpUTrE. FROM: Encroachment Permit- Section, • MAY 0 7 1992 RE: 'Driveway Clearance �Qw 358 /fir` c�e�' / - �� - v� 7 owner location AP # has bddnissueor ' `s2 ` d fthea -bove property. 'Driveway permit, ex` // �✓ sign re date [ RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F.,, DUPLEX•& MISC. ONLY) 1q Bldg. Pe # ` `�(/0 rm t OWNER C��{/�%rJ A. P. # (—/ Plan Checker s,: GENERAL V oning requirements: (sideyards and number of permitted living units).aluation. lans signed by designer. roper description of work on application.xisting violations on property. ' Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). - Recorded notice of violation. PLOT -PLAN Y ` C ete parcel size and•dimensions.- Setbacks, sideyards, easements, etc. ther buildings or structures. Grading, fills, drainage. . Flood hazard. oecial conditions on creation map, (noise, CDF,'fire sprinklers, non-comb- stible,.and foundations). TJ & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN , -omplete to scale plan with dimensions.,, Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec..1204). kylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and"exterior receptacles for main- tenance of mechanical equipment. ocations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d.)(3)). 1 - 3'0" exterior exit door (sec. 3304 h(f).` fireplace and wood stove location, alcoves; -and cl'earanc'e. ke detectors (Seca 1210). Plumbing fixtures, water closet -clearances and showersize.-- STRUCTURAL DETAILS ; 1. Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. 4. 'Three story building requiring engineered.calculations and plans. 5. Foundation plan complete enough to construct building. 61 Floor construction details complete enough to construct building. i Elevations and wall construction details complete enough to construct building tr\ % 8. Roof construction details complete enough to construct building. f; ( 9. Fireplace construction details and calcs if necessary. 0. Rafter ties or bearing ridge beam. 1. Garage door.or porch header sizes. 2. Stud heights. 3.. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. 8/91 RESIDENTIAL PLAN.CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). ; Exterior plaster - weep screeds (Sec. 4706). V.Foam er roof pitch for roof convering (Chapter 32). covering type,- (fire hazard). insulation - protection. halls and stairways. ng area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10 Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). .A -ic access and ventilation (Sec.•3205). • Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15. Energy design. Flashing at all exterior openings. qV-. CDF responsible area requirements. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County CenterDrive•, Oroville, CA -95965 PHONE: 916-538-7541 DATES2' 9-2-92 JAY & CATHY HAWS. RE: PROPOSED TIMBERPEG RESIDENCE 3589 DRY CREEK.ROAD OROVILLE CA 95965 A.P. #041-110-087 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 aceordance with' the changes marked in r0 -do - San itat ion ed.-Sanitation approval from Butte County Health Department at: 1469 -.Humboldt Road, 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 deed showing Recorded copy of agricultural acknowledgement statement. OTHER SEE ATTACHED Should you have any questions concerning the above,'please contact John R. Henry of this of f ice. cc: NICHOLOS, MELBURG & ROSETTO. 434 BROADWAY CHICO.CA.95928 JFG/aj . Yours very truly, William Chuff Director of Public Works j�J.F. Glander Permit Applicant: JAY & KATHY HAWS Pe rmi t No. PROPOSED TIMBERPEG A. P. No 041=110-087 Date.- RESIDENCE 9-2-92 The above referenced building plans -were reviewed by this office: Provide .additional information. and/or ma -k-4 --r-evl-s3-o-n-s_to plans, speci`f' ions, an calculations a�s follows': ` aev�s�p 6e- Two. s-roy&y. Pe sous p a plans mus ampe an signed by an engineer or architect. Since_ the building'as shown is three'stor.y and post and beam construction, the entire set,of plans must be stamped and signed. Footings with a' -design strength of 3,000 PSI require Special Inspection per UBC Sec. 306. Provide a note.on the plans in accordance with UBC Sec. 302 (c) and Sec. 30.6: . Three story buildings require two.exits from the .third floor per UBC Sec: 3303 `(a), which, must' be ,shown on the pla. JvQ-r TfixE 5T0/2n y SEE R_EVI YEV f Cif lv j4. The plans must indicate the size, species, and grade of all members shown on'sheets FRI through FR11,� (Structural frame members.). Provide a detail_ showing transfer of shear from 2 X 8 to posts.at shear wall . edges. ��53 Clarify note 2.3 on sheet S1.. There is no Soils Engineer of Record. Shear wall type IV requires 15.gage staples at 2" spacing. Per footnote 3, Table No. IX, 3X members are required. (This requirement was verified with ICBO on two separate occasions). -17 See,*permit application data sheet for additional requirements. If you wish to discuss any. requirements,, you may contact me at (916) 538-7541 between 3:'00 PM and 5.:00 PM, Monday through Friday. John R. 'Henry .Plan Check Engineer COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center•.Drive•,•Oroville, CA 95965 PHONE: 916 -538 -7541 - DATE 5-21-92 JAY.& CATHY HAWS RE: PROPOSED RESIDENCE #92-1059 3589 DRY CREEK ROAD OROVILLE CA 95965- A. P. ��. 41-110-087 With reference to the above subject: / / Attached is: Application for permit Building Plans a Engr. Calcs Owner -Builder Verification.Form Mobilehome Utilities Installation Sheet Mobilehome Installation'Information Sheet Typical Plan Sheet 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: 1469;Humboldt Road,.Chico.- 7 County Center Dr._, Or-oville 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 deed showing Recorded copy of agricultural acknowledgement statement. OTHER SEE ATTACHED SHEET Should you have any questions'concerning•the above, please contact John Henry of this office: Yours very truly, William Chaff Director of Public Works- J.F. Glander -� JFG/aj Permit Applicant: JAY & CATHY HAWS Pe rmi t No. 92-1059 A. P. No. .412110-087 Date:` 5-20-92 , The above referenced_building'plans were reviewed by this office. Provide additional information and/or make revisions -to plans,, specifications, and calculations as follows: 1 The building .is three story.as well as post and beam construction which requires that the plans be prepared, stamped; and signed by a licensed architect or*registered engineer . Refer to Business -and Professions Code Section 6737.1-. • Provide_ "complete. -design for gravity, loading including all- I struct.ural mem- bers required to carry loads from roof to foundation. Design is to include all beams/joists; posts/columns, footings, and connections as required. _,_i:' Provide. -dimensions, framing, and foundation for all decks... Provide complete lateral design per -UBC Chap. 23 that results in a system which provides a complete load path capable of transferring all.loads and forces from their point of orgin'to their load -resisting elements. Design is to -include all. required connections and appropriate construction details. Coordinate HVAC equipment to be used with energy calculations. F Provide engineering design for concrete basement walls,'and any foundation walls over 32" -height. r. Provide complete structural material specifications: Revise lumber specifications to be consistent -with western species and grades. Butte County allows 1500 PSF`without a soils report. Plan shows 4000 PSF. Provide rough opening sizes for•windows•in order to check glazing areas'. 10. See permit application data sheet for additional requirements. Plan check was not done due to a lack of the above required items. If you wish to discuss any'requ.irements, you may contact me at (916) 538-7541 between_ 3:00. PM'and. 5:00PM, Monday through' Friday. John e { Plan Check Engineer • ,r ✓e�y cv'l COUIM OF BUTTE BUILDING DEPT M AY 0 7 1992 COUNTY OF BUTTE - Department 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 ycur.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 abor and materials for construction of the proposed property.improvemen (yes r no) S 2. I (have/have not signed an application for a building permit for ahe. proposed work. 3. I have contracted with the following persop (firm) to'provide the proposed construction: Name Address City Phone Contractors License No. 4." •I plan to provide portions -of this 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 Signed: Property Owner / Social Security N}mbe - Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of- the; Cal:iforn.ia:-Health --and Safety Code. -: This verification must be completed and returned to our office before we are per- mitted to issue the permit. JAY HAWS. V 3589 Dry Creek Road Oroville, CA 95965 916.343.5034 April 18, 1992 County of Butte -Department of Public Works' Building Division 7 County Center Drive Oroville, CA 95965 RE: LETTER OF INTENT TO REMOVE MOBILE HOME An 41-110-087 r Gentlemen: Per your requirements for the issuance of a Building Pemiit. at 3589 Dry Creek R6ad, Assessor's Parcel No. 41- 110-087, I submit the following statement: } The mobile home which we currently occupy as our principal residence is located on the property where the proposed house is to be constructed. It is our intent to remove the mobile home once construction of our new house is completed and approved for occupancy. Sincerely, CO Ute o OFpBPTTE M AY 0 7 1992 -Jay B. Haws OWNER/BUILDER -0 f , w-R�t.Irn to DPW AGRICULTURAL STATEMENT OF ACRNowLEDGE myr :9.2 -22 0 4�3 FOR RESIDENTIAL DEVELOPMENT Section 26--8.1 of the Butte County Code requires this acknowledgement be recorded prior.'to issuance of a building permit. The property described herein is adjacent S2-0200431 Ree Fee 11.00 to land. or included within an area zoned I Cash 11.00 for • agricu-ltural purposes,' and residents Recorded of this property may' be subject' to incon- I Official Records veniences or ' discomfort arising from the County of 1 use of agricultural chemicals',- including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder of agricultural operations including, 11 : 10am 7 -May -92 I PUBL. XX 3t. but not limited to cultivation, plowing, spraying, =pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for. productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations.'. All th=at '.real :property_.`situate in . the County of., Butte, State ,of ,California, described as follows: Date: APRIL 8, State of CA. ) (/ SS County ofBUTTE. ) PROPERTY OWNTERS: On this the 8TH day of APRIL 19 92 , before me, the undersigned Notary Public, personally appeared JAY B. HAWS AND CATHY A. HAWS 1 ��1•Ys0l��gaaaaa�laaso�s�X Personally known to me. 0 Proved to me on the 'basis DOME NU LTZ a of satisfactory evidence. NOTARYPUml&1FOFiNIA o be the person(s) whose name(s) ARE a SuftCounty subscribed to the within instrument and acknowledged that THEY a M' 'ftWMEVn)SF4k3,105 �:�ecuted the same, for the purposes therein contained... I �"N WITNESS ■aaasaa��Maasaaaaaaaaaaa1jJHEREOF, I hereunto set my hand and official seal. Present A• P . No. /�DB �' DODW HULTZ Notary Public 9:2_2004 86-19866 ORDER.NO. 101882 -VAD Exhibit A The land referred to herein is described as follows: t All that certain real'property,situate in the County of Butte, State of California, r described as follows: PARCEL I: Being a portion of Section 13, Township 21 North_, Range_ 3 East, M. D. B. 6 M., and more particularly described as follows:. Commencing at the Northeast corner of said Section 13; thence alorgthe.North line thereof, South 88° 56',34" -West; 1.752.59 feet to a point in the centerline of an existing road and the true point of beginning for the parcel herein described; thence from.said true point of beginning, continuing along the North line of said Section 13, South 88° 56' 34" West, 2219.95 feet to the Northwest corner of the East half of the West half of said Section 13; -thence along the West line of the said.East half of the West half of Section i3, South 00° 08',26" -East, 1663.95 feet; thence leaving said West line, East 1306.57 feet,to the point in the Westerly line of the 20.00 acre parcel; thence along'said Westerly line, North 090 37' 06" West 480.00 feet to the Northwest corner of said parcel; thence -a•long•the Northerly line of said parcel, North 8001.52' 54" East, 1031.52 feet to a point in the center of an existing roadway; thence along said roadway, North 12° 29' 16"'East,1102.77 feet, North 28° 01' 43" East, 277.14 feet, North 41° -32' 39" West, 148.36 feet North 24° 30' 21" East,,156.54 feet, North 13° 41' 04" West, 324.28 feet and North 25° 39' 04" West, 161.73 feet to the point of beginning. ' t ' r EXCEPTING THEREFROM the following described parcel of land: COMMENCING at ttie Northeast corner oaf said Section 13; thence along'the North line thereof, South 88° 56' 34". West,. 1752.59 feet to a point in the centerline of an existing road and'the true point of`beginning for the parcel herein described; thence from said'true point of beginning, continuing along the North line of said Section 13, South 88°• 56' 34" West, 2219.95 feet to the Northwest corner of the East half of the West half of said Section 13; thence along the West line of said East -half of the West half of.Section 13,kSoutt 000 08' 26"'East, 597:00• feet; thence leaving said West line, North 79° 27' 37" East, .1850.90 feet; thence North 86° 54' 00" East, 500.00 feet to a point in -the center'of an existing roadway; thence along said roadway North.13° 41' 04" West, 130.27 feet and North 25° 39' 041' West, 161.'73 feet to the point of beginning. PARCEL II: A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00'feet in width lying'30.00 feet on,cither side of.a line described as follows: Commencing at the Southeast corner of Section 13; thence.North 89° 42' 17" West, 924.13 feet; thence South,07° 53' 23" East, 815.92'feet:to the Northwesterly .' line of the Oroville-Magalia Cour: y Road and to the true point of beginning for the centerline herein described; thence from said true point of beginning, North 07° 53' 23" West, 815.92 feet, North 08° 23' 35" West, 708.52 feet, North 01° 09' 20" West; 302.27 feet,•North 27° 44', 25" East, 253.50 feet; thence North 02° 32' 20" East,. 233.39 feet; thence North 14° 27' 10" West, 429.80 feet to the beginning of a 106.70 foot radius curve to the right; thence along the -arc, 92-2004.3 •` .. 86- f 9866 3 ORDER NO.- 101882 -VAD i tir7 (Continuation of Description) of•said curve through a'central angle of 72° 20' 15" an arc distance of 134.71 feet; thence along the arc of a 115.86 foot radius curve to the left, through a central angle of 118° 06' 55", an arc•distance of 238.85 feet; thence North 60° 14' West, 36.19 feet; thence North 320 39' 30" West, 107.77 feet, North 780s 36' 25" West, 153.79 feet, North 59° 25' 56" West, 50.00 feet, North 36° 08' 29" West, 50.00 feet, North 150 13' 17" West, 50.00 feet, North 080 11' 10" East, 50.00 feet, North 24° 15' 29" East, 40.95 feet to the beginning of a 81.52 foot ' radius curve to the left; thence along the arc of said curve, through a central angle of 77° 59' 30", an'arc distance of 110.97 feet; thence North 53° 43' 41" West, 79.96 feet; thence North 25° 33' 01" West, 286.82 feet; thence North 09° i 3.7' 06" West, 1351.34 feet'; thence North 12° 29' 16" East, 0.52 feet, North 28° 01' 43" East, 277.14 feet, North 410 32' 39'! West, 148.36 feet, North 24° 30.' :U 21" East, 156.54 feet, North 130 41' 04" West, 324.28 feet and North 25° 39'' `. '04" West, 161.73 feet to a point in the North line.of said Section d i•, Y r EN® OF DOCUMENT END of DOCUMENT �f i� JAY AND CATHY HAWS 3589 Dry Greek Road Oroville, CA 95965 343;5034 AP# 41.110-087 Drawing 1/2 w ' o • 54 ac.± Oar t t Existing Spring and Holding Tank �,.r >.;•::..,. ! Drain /I Proposed Home 5jie I a Existin 285' ►I ---__ ! Driveway and --4- Perrenlal Creek .. . Bridge i 1 .iii l . (Dry Creek) �. Existirhj Existing Leach Field~Ks Mobile Hor PREPARED Y: �:vv`k.wv:•.,,.%;,;'` .1" " <.<:::«««tiai"::s�xw Dry Creek s;...,:;. / Ephemeral Stream JA Existing Utility Pole HAWS, 800 ExiSting 5pring and Holding Tank Drain • �I %'v I Drain ' % I :o-2:: •�;:• � _ Proposed Home 5�ie I F= I �\A Oak Tree �� ...,-•';:".. 4• -JAY AND CATHY HAWS C 3589 Dry Creek Road', Oroville, CA 95965 343-5034 AP# 41-110-087 Drawing 2/2 - €< of...... _ 286 J — . I :., Existing Driveway and Bridge A Proposed Septic Tank l —` • 1 and Tight Line to Existing Perrenial Creek '\ System '�"/• (Dry Creek) .\ �• " �, _\, _ •�. —•�'\ Existing 3 bdrm' . Mobile Home i ,�;;~>v�^��•:;;:-, \ • Existing Leach Field v ;:; Creek road ':: ni.:'i'{.i:::jy4rf.::.:.: v.i:?^T: n. f•. •` ?•', Exioting Utility Pole Ephemeral Stream 800, -N-► • To Buildine Department - _ _• _��a " ��,�. L - COUNTY OF BUTTS FROM Environmental Health BUILDING DEPT SUBJECT: Sanitation Clearance AUG 2 7.999 36-" Ohne Locat on -AP# Plan Approved for: `Disposal Water Supply . - Sewage- ' Water Supply 'Hold final- for: , ^final clearance .O.K. for: ,L Water. Supply Clearance for - bedroom. home Other; /II 1 _ /' * c o CJ emoVed 1`ie O�SQ OCcv led, NOTE �* , �— D to :Sanitar* Qi 4&ti ac, ± AppROVED Butte County , V JAY ANP CA1HY HAWS ✓•89 Pry• Creck F:oed Oro�4'Is, CA a39C5 343• )34 AP# 41.110.007 Drawing 1/2 eOuNry or eui?j BUILDING DEPT AUG 2 7 199? [=•,•,Iytinp spring and ' Holdlnno Tank \ Prair, �•�; Propoeed Home 5j�e nak•r,� prlveway and f rrrenlal Crock ( (Dry, Crtck:) .``i 1 .iii •'� / .a , �` Exletlh Existing Leach Field b g Moblle Nod► PRCPARCD BY. Dr. Crock �o s Y"°': h:u ni.�. :..•• �.�. - � Frhnrnnrol 5tirnarr. JAY B. IIAWS, OWNER -. DATE ' C •ibClr,�j U llliy FoL^ L� 46 ---------'------------------------ ,�. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO, APPLICATION .AkD PERMIT ASSESSOR PARCEL NUMBER 041-110-087 ZONING U ' BUILDING PERMIT OWNER Jay & Cathily Haws TELEPHONE 343-5034 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3589 Dry Creek Rd., Oroville 5966 1ST RENEWAL CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee @ 1 Fee $484.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ 504.25 3589 Dry Creek Rd., Oroville PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'SNAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other New Single Family SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ElRemodel EI. Utilities ❑ Installation ❑ Other Describe Work: 1St Renewal of B.P. #92-1059 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 1OVORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC P. OR ADONS. ( & ACC. BLOS. ) So, 3.50 FT._ ONTRACTORS LICENSE LAW 1 declare under penal# o erjury (check one) ❑ 1 am a licensed under provisionsr 9, Division 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 compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code for this ea n NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIN. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.00 BALL.. .50 Ex. Occu FIXED APPWS. OR p (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare undeT—p>rnalty of perjury (check one): ❑ This permit is for $ 100.00 va uatlon or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 10 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Countyin c 7Tsequ ce t e granting of t Is permit. / , Date �� Signatu a of ApVn# - Owner ❑ Contractor ❑ Agent An OSHA perms r quired for excavations over 5"0" deep and demolition or construction ofctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE I TOTAL FEE $ 504.25 HA2. D. FEES I IMP FLOOD I COF I PARCEL I PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECT U LIC By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS =ate 9�18�9 (De rel � p7� Receipt No. Q #1975- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �,. ,., ., .►• . � . _ •� et ,., ., COUNTY OF BUTTE - Department of Public Works 7 County Center,Drivey,-:Croy,=ille, CA 95963 - OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 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.-1A-(have/have not) -S -71'g -n& an`_.appl c'a£ion7for a_ -building permit for the proposed work. , 3. I have contracted with the following person (firm) to provide the proposed construction: n �/ Name N 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 4(14 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 Signed: Property Owner Social Security N m r i Date - NOTE: This Owner -Builder Verification i`s'sent*to you as requ red•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. t s��PsoN P!� 23 itis�oE 2 ��/J. �OLTS-� �/oz-chiEo �•r � Po5 -T' OL �E(/lSEO 9Er��L �/�Ws # f2-IL,959 4/93 6,2 i�7 LC Ala-reAleV 6 Ir 6 AV 5 of. --rF k4f-5 u Se 0 AACIAIFEYZ �/�03 Post-R7,brancl fax transmittal memo 7671 #of pages P, TO From Co. Al M Co. C.O. Dept. Phone # Fax# gtl/ O/j Fax # E 1 Nichols • Melburg a S S o c i November 24, 1992 Mr. John Henry Butte County Building Depa.�nent., 7 County Center Drive Oroville, Ca. 95965 RE: Haws Residence Permit No. 92-1059 Dear. John: Rossetto A I A a t e S As we discussed this afternoon, the Contractor has formed and reinforced an interior stem wall differently than indicated on the plans. I find the proposed method of constructing this stem wall to be acceptable providing that it is cast in a monolithic pour using a five sack (2500 psi) concrete min. I'm enclosing a copy of the "as -built " condition for your reference. Please feel free to contact me if you have any questions or require additional information. Regards, CONTl2f1 CTU ,4� i9-G/ZEED T,I-%_ Stephen A. Go:.:wlves,- SE�� /il� Vice President Nichols, Melburg & Rossetto Al D)e E . T��-/✓ /Z SAG/ja7 O/V r,4. 9/a6_ BU1TE COUNTY OULAFii P ENT MEMBERS AMERICAN INSTITUTE OF ARCHITECTS 434 Broadway Chico; California 95928 (916) 891-1710 0 6r��4�. - p f(c`�oc� w� 3 m iu � � v SqZz gc.K) 4` -F,o4 1 6imFecw Hro,,Ho:22 T FoeT IRA AT CPlPrPLM WAU- COt4CITIOW C014WECT --14f,A TO, F06T. 19 WA.W_ -AT FI.Oofk SPLICE -WALL- TOVT.. 4 TWMA,109: fbrpTr' W/ MIST I Coo snlwm a h a F) LL_ F(I TIM 7 rPSCv. �fk�t 10 lo/T 61 LL W1 - uNLI�� i. IZ " ANC., ItOL-,r-9 ood C,, 5 M WALL van & . 0 pe I 0" Ak IRA F) LL_ F(I T I VF LEAN M IX _'OQr_RE7-E W, 3 SAe-- Y__S 0 F G E ISNS NJ7 S3 i -k AWS R 9:s In VvQ 4/ -F - TO a c303 A. P. 7_94). ('qv.) S3 ` NOV 25.'92 08 36 NM&R ARCHITECTS - CHICO, CAL. 'P.1/2 Y 3 r t t . t . Nll�-'v�1 r;.tit e �2b„. Z 1 1\ r p t t U c Past-lt'" brand. fax transmittal memo 7671 # of pages ► 6; co. 4X S Co. _ 1 Phone # I. V e, Dept. f i ✓1 y f� S V S, Fax # Fax # � ` cj e S q c \:� 3� H AWS R .G S I n EtJ G'E. SbS a A.P. - T I M P>� I� PECO 1✓�AM� spa 7S4) �7 IM1 .! �il'AFiD 22 2 x IO 1'a/TSILL wl l n AT FC�'1' �� uN t# W. 12 ANG, �L-j'S a —471E s A7 GRIPPLc WALL CrHEKWI5E NOTED. CN 1/5- _ GoNDITIoN GoNNEGT :_14PA To P06T l t4 WP.L.L I1' AT Ft.=fk SPLICE WALL _ �;T.. TtMBEtiI' t'�5T VV/ MST I Coo STPAf " . t Zz-;- GREEIw� �I Got1G, s M WALL X f=WlsN VERT, ' M15, Y fll E_= I k � � .. • Id 11l = • FIRM • SO l L LEAN M IX GQtJGR ETA. . �r�t 1 tJ 3 SAct�S p F � cN�E NT �.R c.ut3t L Yh,RD� . ! 4=2:2>OT I l\IG S;:c-r I O tJ \:� 3� H AWS R .G S I n EtJ G'E. SbS (303> A.P. spa 7S4) ,.� ...... ........ ._ :...,. - _, 'COUNTY O E .. i", _. • , I t..il ll..a 1, i E. R �.•i,��.'�� 1...IC: D' S(..11"ih'i.'::IE�<'tr. r ':1(;;� fi' a. .� �U� c \� i:_ _ ' '.1 :.. DEPT. OF PUBLIC WORKS Project Title.:...... v n Fir�ltl�_, 1{:i_;_i 1::ilc i\1C:i:::' i:)'.= tri a „+,, ., 05/11/92 r jug F='r'L.7„)At._t f?tac.lr t__ .. a -_..__.............. C)ROV T i...:L_i:_:} ....... ............................................ _ _ ... ...... ToT etat:n' : -k „ .. Robert ti,6 _n t_L lr-n:. F6r f,ti r y, . , ., Pars•aCI:I.f f_i' I'Ie(_:tl., Dgq'Ll.-in , i Telephone ... V .,...., . ., „ • i.. i916 877-3979/877-0602. Plan cat_F? r C imI_?., s ;I-ii_t . Ivif:,thi!ac's......, ., .. It'I.Ei.::F<.t..!F••AS3 I::7'yi E::.ner'i:::C:m1::7,, Inc._ Fief+d !::he:)cL::% Dca"[:.e i Climate sone. ....... it, �' � - ........ ib'i.i.C:Ra;i::;AS..:t v3.11 ?=•:i le..._•_;i•-ir•34'•.`••.i Wt h-1--CI"1;1 1 - Prl: dram—FORM C: -2R , I s..:ir �::.-I`!iP ":; 42 " 1 :,... ..�I:•_.. � <:� 1 v -a ., ':1 LM�7 .`i l • 1+I{ry,;AI s:.r. ..7 F c_, I! ! .L•.. ia_ t .->Z_ h'< -;r ahi:i.�c ilf:_cl 1:) ctrl 1;. fi .1(��:..i}iE'1la,. l: s_ = i'= :1: CROPA4 33 ENERGY USE SUMMARY •__ Energy 1 S � G] t. •^ d _` - r = .' !_ ,..! ..� ,._ :.� %: act ll ,.., c.; r :..� I• i' ..� �.-; o s eni Compliance r (!:•'i=i'k:'t_l/ =;•y•_ jr)•, Desi.gI-'1 Y .l_7es1gn • Maf-..L' i.•!"7. i.:a L'_ a c i s Heating a _ 5. 57:L A c3 16.39 -- Spisi::r ? Cooling ., . „ „ ,. .. . ., .. 1%43 � -13.911 . 46 Water Heating. ., „ 6.. 43 7.52 -1.09, _. Total 61.43 40.67 , ht Building C: ) f!1 .) .i .1. l:{{' , w i ' ". 1'l '. 'L. i.:? (-rl .'+ t..! "i:. f.:. 1: , t r� � ,l •t`” CJ r" t'i'i <:ii L..I C:: ;i:: . Iv o r'1 d i. 'l.:l. o f i Cc: !:1 !•" .I. (: 7 (::) r Area „ .„ . -: ? .i. / :I. . s •f•' Building T ype..,. ".„ :. ., • .. • na i. lit:) .i. F: 1... a ff l i..:. D y f3'i". a t::: b e d .. t Building Fr3ffOrientation. Front Facing - 15 dog ('WV 1'•Jt_:frlbei" t:rf••, ,I:)weL l i.,llJ Units... I, W :-th•1l'::)r Data Type... ..., • ... Rt:_'dt..tc c':'clYear- Floor Construction 1 j=F4ai r_'d . Fldf_)r- tP<:at.:i::<:age ). • Number,of-Building ZOr7!•'s .. 1. !...of'idi.'!'::Li::Tf•lhd V1.:1.1.1,.(iiie., „ d:,. t .. .; . :, 27468=A- Footprint :.`468'i_ - Slab -On -Grade Area ..... ... - c:a a 6 ' s i_ Average Ceiling Height ..... 07 7 .f:: t ^�l BUILDING ZONE :E it.1;::-C.JIt i lr IT :E CJ!'t; �.;�. * Y. � � I°' ......... .... _...._ _........._.. _........ __...... _._ ..._ ._....... -}. Floor :hh c -+•b �,.:_.}' tit;'f Special i.. i:) l•'i d Area o I. l_t m e !_7 w tic? .L lx The'.jA F'J �..1:> G -1t ' ` ''f eli q h l rw ��:f=•' 1.'. t Area - Z o f 1 e I , e ., !• ', ;-t i'1 e i:f � ,. C= f) ; C: •f- h 1 1 � : •yi F �' �t , . (--��'>� p7 :; -------------- .................._.._. _................. 40.._ _._.._...... __...... _ ............. ..... _.............._........._ _......_ ' ... ..... .... _.. _ _..._..._ HOUSE'_, y. Residence Yes 3171 27468 1.00 ;_a4.::'i:. i)cf.:: F 8.0 i 1!` c-:1 a COMPUTER METHOD SUMMARY �'~ . ' ^ '� ` ^ � Page �. 2 C -2R Project Title ....... .,^ HAWS RESIDENCE +'` Date..v.. '. 05/11/92 | MICROPAS3 Q.11 File-3HAWS Wth-CTZ11 �Program-FORM C-2R^^�~ '| ---------------------- User#-MPf342 User -Paradise __�___________�__________________-___________________�___ ' Mech. Design . Run%AWS ENHANCED � � ' � ~ . ' ~ - OPAQUE SURFA�ES ' - . . ~. . . � Area � U� ^' ^nsul Act ' . Sola" � ,Lpcation/ . _ ``Form 3 Surface, (If), v�lue R-val Azmt�'. Tilt Gai�s ` ^Comm�rts ' / Reference . � _______ � ______ _____ _____ ' _____ ____ . � _____ �______�__�------ . . ^ �__ HOUSE . '. . ^ 1 Wall 160 0.045 R-22 _� 3�� ` 90 No Front wall NONE 2 Wall 784 . 0.045 R722 � ^' 315 �90 .Yes Front wall -' NONE' 3 Wall 64 0.045 R-22 � 45 � 90 - No Left wall ^ NONE 4 Wall � 1193 . 0.045�' R_22 45 . ' �O v ^ Left hall -- _ NONE � 5 - Wall � 770 � 0.045 R-22' 135 � .� 90 'Yes . Back.w�1l ^. ` ' NONE 6 Wall ' 64 0.045 �R-22 � 225 90 No Aight Will . NONE ' 7.Wall 1228 0.045 'R-22 225 90` Yes Right Wall NONE 8 Roof , 1830 . 0.040 R-25 0 ^ ,`- �|.=` = att�c' ' ' . N�ONE 9 Door ~ 20, 0.330 R-2 ' 315. .^ ~Yes front dodr None . 10 boor . ' ^� 20 �0.330 R-2 4 � '� 9O'Yes left,door ^ � ^ "None -1 1��_ Flpqr ~ 1119 0.O37 R-19 0 . . 0 No, � flcn�' ' . ' ' ~ ^ FCr9.2X8. 16 . ~ . ^ ' �PERIMETER LOSSES Wngth F2 Insul ` Surface ^ `(ft) Factor �_____ � `. R-val �______ -Location/Cbmments ' . ________� ' ' _�_____-�__-�___-_-��_� . . .12 SlabEdge 106 0.720 R-0 slab edge ' . ` ^ . . ` ^ . GLAZING SURFACES . ^ _______�-_______ . SC ,, . Interior . ' Area # �.of Frame Open ' U- -Act. - Gldss ShAde ' ' .SC Gl1+ Surfach� (�f) PAhes Type Type val�ue Az �th Tilt' Only . Type ' ShLde __�_____�__ _�___ _____ ________ ______ __�_-� �____. . HOUSE . ' !-Window,, 42.0 2 Wood , ' SIM! Q.36 315 90, 0.30 NAW None ~ 0. 57' ! 2 Door 2I%0 Non' / Hinged 0165 31=` '9 0.67 N~ne` 0.75 3 Window_'` 12.0 '? Wood,, . Slider 0.36 -45' ,907-b.30 None, 0.57 4 Window 15.0 2 Wood 'Slider 0.36 °45 901 000 None 0.57 5 Door 11.0 .2 None ` Hinged 0.65:,S45 90L 0.87 None 0.75 6 Window . 13410 2 Wood Slidir , 0.36 `J45 9{[ '0.30 Nohe 0.57' ` 7 Wikdow 9.0 2 Wood Sl'der - 0:36` �^^45 90 0��0 None ' 0.57 ' 8 Wihdow . 5.0 2 Wood Slider 0.36 454 ROA0.30 None ` 0.57' 9Winddw 20.0 2 Wood' ' Slider 0.36 .'45 9Or.0.30 None 0,57 10 Window ' 80.0 _ 2 Wood Slider 0.36 ' 135 ^ 0 0.30 None ,' 0.57 ' 11 Window 152.0 2, Wood Sli jer 0.36 35 ~ 60 0.30 None ' ` 0.57' 12 Door 22.0 ,_ -2 None' Hin^^' ^geo . . . 0`�5 135 '90 0 87 N' one ^ . 0 75 13 ^Wi�d�w 7G.0 2. Wood Slider .0.36' ` 225 9b 0V30 None 0.57 ' 14 -Doo! 22.0 2 None Hinged 0.65."225 X87 None 15 Window- 36.0 2 Wood Slider ^90 0.36 ^225, 90 0.30 None .� 10.75 0.57 16' Window ' 9.3 2 Wood _ ~ Slider ' 0.36 220^ 90 0110 _ None 0.P 7 17 Window . , 75 2' Wood ' Slider � � 0 ^36 .225- 90 0.�0 N m�ne. 0. �7 18 Window 20.0 2 � Wood ' Slider 0.36 `225 90 0.30 , .None ` 0.57 19 Skylight 15.0 2 Metal Fixed 0.58 315 .0 0.^77 none .^' 6.77 ^ .` . ;COMPUTER METHOD SUMMARY .' Page 3 �&2R Project Title..,...... HAWS RESIDENCE,....... 05/11/92 . ` ^ ` . | . MICROPAS3 v3.11 File-3HAWS Wth-CTZI1` 'Program-FORM - C-2R i ' '| User#-MP1342' UserOParadise'�Mech. ___________- 'Design �� ___________ ~._-_______________-____________ _ .Run-HAWS ENHANCE][) | OVERHANGS AND SIDE FINS _,�Window-- ------Overhqng----- ' ---Left Fin--- ---Right^FiP-- ' Area ' ' ' ^� '� Left Rght ^ � Nurface (sf) Hght Wdth ��___ Dpth^Hght EAt Ex�t . Ext Dpt`h -ght Ext Dpth Hght ___________ HOUSE _____ _�___ ____ ____ ____ _�__ -��__ ____ ____ ____ ____ ^ +. '�/' 2 Door 22�0 ^ 0 4 5 . �. . . v. 2 0 � 0 n/a n/a � n/a' ~h/a 'Nan/� a / n a 3 Window .` 12.0. 3.0 2.0 7.5 0.0 n/a ,^n/a^ n/a n/a n/a n/a n/a n/a 4 Window 15.0 3.0 5.0 7.5 0.0 n/a n/a n/a n/a n/a' n/a n/a n/a 5 Door . . ' 100 5.5 2. Q, 7.5 '' 0.0 xn/a' n/ n/a n/a 4/1 n/a n/a n/� 7 Window., '9.0 3.0 2.0 2.0 0.0 n/a `h/a n/a n/a' . n/a n/a . h/a / . n/a 8 W'indow '' 6.0 2.0 1.5 2.0 «.0 ' n/a n/a' n/a 'n/a, ^n/a_ n/a n/a . n/a 9, Windbw. , .0 5.0 7.0 . 2.0 0.0 n/al .n/a ' n/a h/a � n/a+`' n/a n/a n/a ' 10 Window 80.0 5.0 4.0 7.5 0.0 n/a~ a n/a, n/a- n/a n/a n/a n/a 45 Window 36.0 3.0 4.0 7.5'1n/a^-. ' a' n/a n/a'n/a n/a n/a Wa 16 Wi � d ow . 9.0 3.0 '` 2.0 2.0.' .0 n/a,` A/a � n/a � n/a ' n/a ^ n/a n/a n/a 17 Wi d ' 5 5 7 5 1 0 n ow . .. . 2 0 -0.0 / . �~ n �' a ' nfa' n/a h/� h/a n/a h/a , 18 . Window . 20.0 5,0 2.0 2.0 0.0 6/1' ri/a h/a n/a n/V n/a n/a n/a / EXTERIOR SHADING . Area Shading~' �� S[>of Surface (sf) Type �-�-_-�__ Ext Shade . ` ^ ^ . ` ' HOUSE --------- _____ ~ _,_�________ . `.. � � ' ^ ' - 1-Window � 42.0; 50% bug , / . scrn ~ 0.84 � ^ ~ . . 6'Window Window 134.0 50% bug ' ^ ^ 0.84 10 Window 80.0� 50% bug ^scrn scrn 0.84 ~ 11'Window . i .0 50�~' bu�},scr'n 0:84 ^ ' ' 13^Wi6dow 7850% bug ug �� ,- �.0~ _. . . . . THERMAL MA. ,Si ~ � ' :Heat Conduct-' Surface Mass Type ' (sf) (in) Cap ' ivity R-value Location/Comments ^ _________' _�____ _____ __-�__ _____�_______�__________ - ^. ' - ------- � ' 1'^InteriorVert 133 4.0 01.0. 0.59 A-0.0. R-0.0 ' '"fi.replace: diving' room . 2 SlabOnGrade 666 3.5 .28.0 0.98 02.0 floor .� . HVAC SYSTEMS � � ^ - Minimum � Quct, �� D °t ' Duct^�' . S 't T Efficiency� ' ys em. ype . ___________-`___-._________-�_� ' L ocation '� ' � . R-val�e Efficiency ^ ' ~ ~ . ^ HOUSE __�__�_______ ^ . . HeatPump' ^`' ' 8.0 HSPF Crawlspace - � R-5.79 0.89 ^ Heatpump, 1 ,_ 12.00 SEER Crawlspac . "�_ ' �-5.79� � 0.91^ , . ,. ' . , . .. ^ . . ' . ' . ^ -�k l��\�~~� e� `�� --��^�-��-°~'�~^� K C�RTIFICATE OF COMPLIANCE: 'RESIDENTIAL ' �� '^' Pa 'e 1�� CF -1R = = = === === ===== [ � ^ PRoj&ct Title.......... HAWS RESIDENCE . vDate .... .' ... 05/11/92 Project Address........ -+---------------_--- ,OROVILLE . ' Documenr6tion Author... Robert -A. Mangrum . | Building Permit # � Company ........ .-'....... Paradise Mech. Design | -` ' | ' Thlephone.,.'........... (916) '877-3q79/877w0602 .| Plan Check / Date | . . | Compliance MetAod....�. MICROPAS3 by Enerc�mp,' Inc. .` | Field'ChecK/ Date | Climate Zone ......... w. 11 - ' ' �-------...... | MICROPAS3 v3.11 File -THAWS' Wth-CTZ11 Program -FORM CF -1R } User#-MP1342' User -Paradise Mechr'h^ ign Run-HAWS� ENHANCED | ._____________1____________________�_________�_____��________L________------- ___ ` . . � . GENERALINFORMATION . .. L ____�___ ^ . , . '~ Conditioned Floor Area 3171 sf Buildkhg Type....;.........` Single Fakily'Detached. 'Building,Front Orientatioh;� Front Fac/hg 315~deg (NW)", '. Number of Dwelling Units.,~ ' 1 N mb f St i 3~ / u �r o or es..^.�..... Floor Construction -Type..... Rhised Floor (Package'E) ^ infiltration Control..'.. '. Standard ' ' ^ . ' BUILDING . SHELL INSULATION- --------------------- NSULATION ' ' ___-_________________ . ^ ' ` ^ Component Insul ' � . , Type R -value Location/Comm6nts .". __ ________ ________________________ . . , . Wall Front wal l , Left wall Back wall . ' ~�----�-- Right 'wal l ' - Roof �attic + oor front door, left door � Moor lo - ^ ' . . f.or 'SlabEdge m��7- slab' edg6 . ^. GLAZING � � r' . . . / � Glazing / ' Area # of _ Interior _ Exterior ' Framing Orientation `(sf) Ps(nes .Shading ;^'Shading 'Z Overhang Type ' ~ ° ' __ ________ Window Fr(Snt.(NW) 42.0 '.2 No6d''_ 50%'bubAcrn �None Wood Dooq Front (NW) 22. 0 ' .2 None `. , ' one '' ' Yes . 'None . . ^/ Window Left (NE) 62.0 �2 -� None' None . Yes _.Wood . ^ . ' Door Left (NE) U.0 ' 2\None ^ �. ,' Nqn6 ^ Yes ' None Windbw Left (NE) 7 134.0" 2 Nbne- 0%Qug ,scrh Np'ne . . ' d Window Back (BE) 80.0 ,2 None c 0% bug~scrn yes , Load ' Window Back `(SE) 152.0 12 None 50% bug,scrn.' �None Wood Door Back (BE) 22.0 '2 None ,n e None ` |orte^ , Window Right '(SW) 78.0 2 ^ None g 50%`buqcrn No66 ' Wood ' Door Right (SW) 22.6 2 _ None "� 'None. � ` None Non's ' . � � Window Right (SW) 72.5 None None ' ' Yes' Wood ^ Skylight Horz 15.0 . 2 none �^ Noue ' .' None Metal ' . ' 'CER'T�FI: CATE OF COMPLIANCERESIDENTIAL` Page 2 ' - CF-1R . ' . . - ' Project Title.......... HAWS.RESIDENCE . ` ' ., Date....,.... 05/11/92 � MICROPAS3 v3111 FilelWS. Wth-CTZ11 Program-FORM CF-1R ` | � �- User#_MP1342 User -Paradise Mech, Design Run-HAWS ENHANCED _______________�. ... _......... .... .... __�-----------��-�____________-____._____________-___ ` ., . ' TH1ERMAL MASS� . . . ^ ~ ^ Area Thickness Hard'Surfhced/., . ' Type ' Hsf) (iI-) Exposed' Location/Comments . ____�___ ______ _________________�_____ ___�I ......... . ' . InteriorVert 133 4.0 Yes ' fireplace: living room SlabOnGrade 666 3.5 ` ' Nofloor ^ ' ^ ASSUMED HVAC SYSTEM(s __�_________��__�_ ., ' ` Assumed^ ^Duct ` ''' .. Assumed System, Efficiency �ocation . R-valu� ____________ __ ` ^ , . ^ ' ^ _ _____________ ' HeatPu(TI p , ^ , ;j11fjjjjh§rawlsRace R-5.79HeatpumR ' rawlspac�s' S�`R-5.79'. , . � � ~ ACTUAL HVAC SYSTEM ^ Actual Output Manufacturer and Model # Actual System ' Efficiency ' (Btuh) '(pr^ appqpve ' equal) '. ` - ` ........... w------- _______ ' Heating 610()0 Carrier ' . Cooling ' 56500 Carrier 38�,R060 . . ^ Co9l ing Coi 'IL' ' Carrier ' C E C', 'aximum output for Gas Cent'rai Fu`naces: Btuh ' ' WATER HEATING SYSTEMS ' ^ JR-12 , ' of Vol , Greater Man�ufActurer and Model # 1 Energy-. System Type Heit Qal) Blanket' (br ~a proved equal) -Credit,---.___�__�_X�______+_____ . � , Storage, Electric'. 1 �.80 Yes.~~ A"O. SMITH' . . ~ . ' SOLAR'WATER`HEATING' ' ` , .. . ____________ ^ Solar Collector Manufacti�rer End Model # ~ ' .. . . ^ Fraction . Area (or 1pproved egual) ., . ________ _________ ______-��__��-_________________ - ^ , , . ' 0.60 40 ` � . . - ' , . . ^ , SPECIAL FEATURES/REMARKS. ' . ^ ^ It \. ` ` ` , ' -CEATIFICATE OF COMPLIANCE: RESIDENTIAL . �' ~-' Pag� 3 `C-' 1R ` � ~ Project Titls�......... HAWS RESIDENCE ' 'Date........ 05/11/92 | MICROPAS3 v3.11 File-3HAWS 'Wth-CTZ1 1 ' .Pr 'uram-FORM C' -1R } ' User#-MP1342 User-Oaradihe MecK, Desi6n� Rbn-HAWS ENHANCED | ^ '- � ^� �___�`_____�_�________________�___________. ` ^ �^. COMPLIANCE STH,.+ EMENT ' This certificate-of compliance-lists the building `�res and, f `�ormance ^ ^ sp�cif�catio. ns needed to comply' with ' tie 14, Ch -~er 2-53 an�� tls� ,20, Chapter 2, Subchapter 4, Article 1 of the CaliforniA Administrative code. ' T 'is ~`�ert ifi�ate ''has been signed, by the, individual with overal l '` delign ' ^ respoks|bility .and the -building owner, who shall retain a copy of it and '. transmit the certificate to ahy subsequent pu'rchaser of the building. When- this hen'this cert ificate of compl ianc6� &submitted fpr a single building plan to be'built itmultiple or ientat ' y, a[} ; 'bui'ldi ng c nservatibn features ^ which Qary dre indicated in the Special Feafures/Remirks^section. .. .- . . . . . . . DESIGNER ' � ' '� ' ' OWNER Name. .,. . � ' � ' Name.. . . JAY & KATHY � HAWS ' Co^ pany. , ~ Compan' . OWNER/BUILDER ^ ' - Address. ' � ` '� ~Address . . . - 'I -. ' :Ru,TLL�� CA PhonE, . � ` Phon�� . .~ ^ ^ � - License. '` ' + ' ` , ~ ^ . Signed ' Signed ^ ` (date) � ' ^ ^' ' ` ��" ( +�-� ^ ' � � ^ u� . . .~^�` ` DOGUMENTATION AUTHOR ^ ' ENFORCEMENT AGENCY / ~ ..' Name.... Robert A. Mangrum Name. . om Cpan�'. Parad�se� Mech�. Design ' - ' ^ .�� ' Address. '390 Star l ' ht 'ct ' Agen° cy« .^ ` ^ ` , � .� . '/- Paradise, CA. q5969 ' Phon�... (916) 877-3979/877-0602 Phone... ^ -Signe Signd ' (date) ` ' `� (date) � ^ '`WATEF/' 'ATING Page 1 ' DHW = = =-==============�=�====== . Rro�ect �itle HAWS RESIDENCE ' `� Date.v:' 05�i1/92 � ^^^^^^^^^^ � ^! ^ ^^^^^^ ^ .. Project Addre%s........ ' ^ ' -�-- -----�-�--�---- . ' , OROVILLE ' ' . . ` � ^ | '^ `' - |' Documentatioh Auth&... Robert A. Mangrum. ^ . '|'Buildiog permit # | Company.... .......... 1. Paradise Mech. Design '� ' | ' ' ^ ; ' Telephone ........... .�. (140077-3919/077-0602 � ' ' | PlanCheck / Date � .'' ` | ' | Compliance Method..�... MICROPAS3 by^Enercomp,^ Inc. . | Field Check/ Climate Zone.'.....�..... '11 � \ � ' ------ 7 ----------- ----..... � . ^ I'viICROPASJ v3411 File-3HAWS Wth-CTZ1 Program -WATER HEATING' | | ` ' Userg-MP1342 User -Paradise Mech. Degign ^Run -HAWS ENHANCED` _ � �� `- ________�--___'____�__________� ____ .... ..... .... .... ..... ..... ..... �.... , ' WORKSHEET^ONE: �STORA`GLE GAS OR,S�ORAGE EECTRIC - . � ` ~ A. EQUIPMENT .DATA .^ _�__�_�______��._ _ . ' 1. Wate' heater type. .... .�. . . .' S, � rElectric ' + ' , � , 2.Manufact�irer. , . .. . ^ . . . . . AwO: SMITH Model -number .........V., ~ - ^' . / ,` ' ' . / 4. Ignition device. . . �� ... . . ' nAa'~ � . ^' ^ 5 Tankvolume ^ � 80 l ' 7 - . an ..........�. :' g� ' ' . 6. Recc�very efficieAcyl.... .76 cent x 0.01 ^ � 7. S+�`dby loss... . .',. . . . . . . . ercent/houe A' 0.61 B. Rated Input. Jv : .T . .n . . . 15358.5 Btu/hr ^9. N6mber of Heaters...h:...' 1~ ' v . 10. Insulation 'Jacket� . . v . . . - Y�s ^ ` B. OPERATING DATA. . 1. Climate Zone. . . , . . . . . . . . 1 1 2. WITer heating'budget.... 20400&Btu/yr/unit , 3 T��nk sit �emp ' � 140 F ' ' ^ ' � ^ ^�^ ^ ^ ^ ^ " ^ ^ ^ 4. Water main `65 F- 5. .... . 5. Dailhot water load50' �a/ .. . � �- � .�. 6. Ambient air temp.....'... 62.8 F � ' ' ° � . ' . 7. Adj. Sta6dby Losses.. . .. w30469 ' � � ` i ^ - ` S. No. dweIlng units.�. .... 1' � 9. Pump power'� . . . . . . . . . . 0,Watts~ 10 Watts controlier) ^ 10.Pumping 'energy. . ., . . . . . � 0 Witt-hr/yr (24 r perd\/) ' ,'a ' . 'h ` C. WATER HEAT,I''GEN |`GY CREDITS . I. Credit Name........,.... Solar � ' .� � � t ^ 2.`Annual savings.....�.�... 677�.3l3 kUb/yr/uni% . , . D. ANNUAL WATER HEATING ENERGY . . ._________-_______��__ ` ^ . . ' 1. Recovery :1, oad.^- 2 ' vr kBtu/ ^ , 2. Recovery, energy. .'. . . . . � . �' ^5 ��^ �Btu/� 3. Standby oss ene'ngy. . . . . ' .2001 Btu/yr 4. Pumping energy.,..... �..0_� '_ ^. D� k-'u/yr so��rce . . 5. Tptal energy .......... .�. . °23832kBtu/yr/qnit sourcey 6. CompaViso�...�...�....... -3432^�Btu/yr/unit source ~_ 7. Points.. . .~. . �. . .. . . . . � ~� 1-2 ^ B. Water Heating Energy �U�' °' .^ °` �. 52 kBtu/yr/sf ' . (D5 x'B8) / 3171 sf/ . HVAC SIZING page 1. HVAIC' r ' Project e . n . n .. n n „ n l--lr••tW._ RESIDENCE 1.)ti'1- e „ ., :, n „ ,: 05/11/92,* Project itr••tr...-,ri:<n: 6 , U t.J t::: L. rrt e n L a' _ . o n A t_t t ; { _t t ..: n R o t.: r t-' t. A . !' i <_ n g r" t.. m t r., t..t :i. _ ci i i -i g E ' e_ r li i Company .. .. n .. n n n n n •n .. n n n Paradise Mech. .C.) e s i g !'; l ...... __....... .............._.........._.. .._........__. t Telephone . .te?lephone.. . n . .. . n n n n ., :,.n n (916) S77- 3979IS77•--060 . ............... ........................._......_... __. _.__ _.;............... . C,'OffTvkianc? Method n.n un I�'�-'J_P/ " e__cTp, Inc., t Field {_,1-teS:_yr`' Date ClimateZone..-..: . n n___......_....__.__.._._........_........_............_.._.__....._....._.._. 3 I°-11{_:tialr-Ac>._:• V..:::n 1 � i- i lQ--.3Hf16f S' - Wt. !'�.....{_: 1 a.:!. Prc:)gram-i- VA{::: -ST M: T!`,ito �• i i' •.'..Jser-#..._t"i!-'.'.342 UsGs.l:•..._i:"•cir<lCiik(: .i"!ec h. Xti'._s{:ilgnf I"':UI-T't_FT1f-iW:7 I"_i'.,iHAN!..!'. D i ------------------------------------- __._..___..__._......._....._._.-------- __---- _._._..._.._..----------------- _ GENERAL INFORMATION N - a Volume . . . .. .. .. . . . n . . . . . 27468 Gf f E=r-oi-t Or:i'E_ntat_:t.^r';h . ; .n n .. n n • E=;t_,kt E=iiae:`i ;;c± 315 drt_t -(i'•iWi i i r'i c:t L o r:: ra t i t:7 n .. ..., `o � ,.: n n {::; S O V :i: L L E RS" - r !__rat itt_ oe3.. . . ., ncn . n . n .. n o+ `iron a_ 't_lC3g1'"S_'S3r_ Winter Outside Design ...... F Winter Inside Designn•n n n .. „`n i0 E; , hummer Outside Design,..... 104 f Jl_tf{{tt:rc5r 1f;.3a.dF Design.,..... 75 E Summer Rangel . n .. . ,. . .. .. .. ., '37 !.._ 2 r Sl--;adi hcl Udc_3dn ., .. .. . n .i'e.7 L. ri't: e::' -n t.: -Load E-r<:actitern ... i.., 0.30)' � a - F!-li' a "i' l: !':{_; s=":iil:{_ti COOL T hiGa LOAD ``•- ti',1iv4-'-4 ":Y + �a_ Helfing Cooling A.) e''_5 S :: t`' i o t o t- , _ (B t i_t I'T) (.{'.:ct l_t i- I ) y ------ Opaque Cc:: ;eiuct..i.on and Solar . n n ... n .t. :a f:, i 8994 . •. "Glazing- l..a.J t"; d t_t i::: t ;: (::i9'i ., .1 n n n n ., .. n n n , .. � n .. 11205 c� •. c5.c'. ,. -Glazing SQlcit"n n I..n....nn..n....... n/a 13.B4S - Infiltration! .i_ il.;nn . n u u u n u u u . : . u u o . 5 L _ 4 . 75 42 Internal • Gain. . ., .. nn'n,n n n t-{lri .ltn_1 7 f Ducts .. .. . . ,. .. .. n .. .. .. ...., .. .. n n n n • Gl:, 67 2033 Sto1{si1?.le Load . . ., n n. ,. n n n n t` 46937 4269W Latent Load. n n n nw...... n ..... ,...... .. i'-tra 12810- TotEll Load,v -46937 55508 No tcg ie loads -shown a:_only r ; ro f.:t r ct e - 7 a a ffJ _ i; - 3 f _ selection trF-C cequipment.Ot. her relevant t.:lti3�?'ign factors ' uLh ::1 7 c�li flow .c^+T. HVAC tm requirements,' outeloG.'.•r des:igh teiperatures,"Mil a:o1 ::i.nS::l.t i_ t';ai.lc_i:.?il:f.ty ': d=. Sccgl_lii-1me:•1T'i't"., over'=•:i.'zing sr"_afe:?'l:'.y masrgina i{ctC_n , • itluW..:.lf'+_,-1)re considered. i't.:'.'afes: 't" He t•••tVAC S:il'cisigne3r ' s :•"f•.•'ysl:iiL: f`tpa'L" i l .t y to C:C:)!' sj.d"er_"Al .l -? i_li_.'l:.t::)t`'s Vtli'_{t_n 'sEy.iec t fng , the HV( -1t_: equipment; J t_r{_, Maximum oL_t't_pt_[t applicable -fir gels central Jt_t0,n:ia5:::eW:, c:;nlY � t a CCa'ryter Product Data Copyright 1991 Carri4 Corporation 38YR (60Hz) Heat Pump Sizes 018 thru 060 The 38YR Outdoor Sections of Split -System Heat Pumps are designed for quiet, reliable heating during the winter and cooling during the summer. These heat pump systems provide economy of operation through energy conservation. They recover heat for indoor comfort from outdoor air during the heating season and, by automatically reversing the refrigerant system, remove indoor heat and excess humidity during the cooling season. All models are 208/ 230 volts, single phase, 60 hertz, and are listed with ARI, UL and CSA. FEATUREWBENEFITS Compressor — This unit features a scroll compressor. This compressor i:� significantly more efficient than conventional compressors, especially In the heating mode at low -ambient. terrip.eratures. Its simple design offers Improved reliability. Each compressor is mounted on rubber isolators for additional sound reduction. The scroll compressor does not require a crankcase heater and will start under most system loads, thus eliminating the need for start assistance components. For improved serviceability, the 018 through 042 models are equipped with a compressor terminal plug. Continuous operation is approved down to —30 F (-34.4 C) in the heating mode and down to 55 F (12.8 C) in the cooling mode. (See heating and cooling performance tables.) The ,scroll compressor is covered with a standard 10 -year limited warranty. Built-In=Reliability Components -- Includes a suction tube accumulator that keeps liquid refrigerant from . Form 38YR•2PD a n,+ ,. ,.. ... .,�.a :ns 9tiacy.a.r ..,a :....•vet � d d" vu a � .e+„Y+�u'l� Auwl�H'.a. ti � • r;t ti ;�..� Q .. i meeting y ;; • AophovED Czoling SlftdA/d: 80 F (27 C) db 81 F(19 C) wb Indoor entering air temperature And 96 f (35 C) db air entering outdoor unit. 3 'high -Temp 14ea ing Standard: 70 F (21 C) db Indoor entering air temperdture and 47 F (8 C) db 43 F (6 C) wb air entering dho. Seasonal .t outdoor Low -Temp Heating Standard: 70 F (21 C) db Indoor entering air temperature and 17 F (-9 C) db 15 = (-10 C) wb air entering outdoor unit. • �orfoomanco UNIT INDOOR r With TX11 data continu id Rating MR r UNIT CFM TC (SEER). HSPF.• (Bele), TC COP TC COP 40YA/YAM042t 1600 41,600 12.00 §12FA-Sefy'011 ., Energy Efficiency Platte a ARI STANDARD RAJINGS',- HSP"-Hea.-Ing S,.,asonal PerforrhM6d PAblot a; S -', . Cooling meeting y ;; 01h DOOP AophovED Czoling SlftdA/d: 80 F (27 C) db 81 F(19 C) wb Indoor entering air temperature And 96 f (35 C) db air entering outdoor unit. 3 'high -Temp 14ea ing Standard: 70 F (21 C) db Indoor entering air temperdture and 47 F (8 C) db 43 F (6 C) wb air entering dho. Seasonal Sound. outdoor Low -Temp Heating Standard: 70 F (21 C) db Indoor entering air temperature and 17 F (-9 C) db 15 = (-10 C) wb air entering outdoor unit. Seasonal Efficiency `' Nlgh•Temp LoWTeh1p UNIT INDOOR With TX11 Eflicleney Rating MR r UNIT CFM TC (SEER). HSPF.• (Bele), TC COP TC COP 40YA/YAM042t 1600 41,600 12.00 42,500 3.40 27,000 2.40 7.80; 7.8 40YA/YAM048 1500 42.000 12.10 42,500 3.40 26,800 2.40 7.80 7.8 40YR/YRM042 1500 40.000 11.50 41.500 3.12 26,600 2.28 7.30 7.8 40YR/YRM048_ 1500 41,000 11.80 42,000 3.32 26,600 2.38 7.60 7.8 j 40OBS/OHSO42, : 1500 39,500 11.60 42,000 3.32. 26,800 2.34 7.60 7.8 40OB/OH043 1500 40,500 11.80 42,000 3.34 26,800 2.36 7.70 , 7.6 ' 40OBS/OHSO49 1500 40,000 11.30 42,000 3.34 27,200 2.34 7.60 7.8 ; 4008/01-1049., 1500 41,000 11.60 42,500 3.32 27,000 2.36 7.70 7.8 28ROSIANS142 1500 38,500 11.40 41,500 3.16 26.606 2.30 7.40' 7.8 28RDS/RNS242 1500 40,500 11.90 41,500 3.22 28,400 2.32 7.50• 7.8 642.30 28RDS/RNSO43 1500 41,000 12.00 42,000 3.30 28,600 1 2.38 7.60 7.6 " 28RDSIRNS143 1500 41,000 12.00 42,000 3.30 6,000 2.36 7.60 "1.P . 28RDS/RNS248 1500 40,500 12.00 41,500 3.28 6,600 2.36 ' 7.60 7.'s ' 28RDSO48 1500 39,500 11.70 42,000 3.28 28,600 2.36 7.60 7.8 s 28RDSO49 :. 1600 41,000 12.00 42,000 3.34 26,800 2.40 7.70 7.8 28RHO42 ,., r ,1500 38,500 11.50- •'41,500• 3.18-,- 26.600 2.30 7.40" t. 7.8 r, 28RHO48 1500 39,500 11.70 42,000 3.30 ` 26.660 2.38 7.60 7.8 ' 28RM048 1500 39,500 11.70 42,000 3.22 26,600 2.32 7.50 7.e ; 28SLO42 1500 39,000 11.50 41.500 3.16 26.600 2.30 7.40 711 28SLO49 1500 41,000 12.00 42,000 3.30 26,600 2.38 7.60 7.9 40YZ005 1490 1 41,000 12.20 39,000 3.40 , , 26,400 2.40 8.00, . , 7.8 40YZM005,t" 1375 47.000 12.00! 49,000 3.30 31,400 2.48 7.70 7.8 s 40YZM008. 1600 48,000 12.50' 49,500 3.64 31,800 2.64 8.00 7.8 28RDS/RNSO49 1700 47,000 11.50 49,000 3.24 + 32,000 2.44 7.50. 7.8 28RDS/RNS057 1700 46,500 11.60 49,000 3.24 ' i 32,000 2.44 7.50 7.8 28RDS/RNS081 1700 47.000 12.00 49,000 3.36 32,200 2.44 7.70 7.8 j 28RDS/RNS148 1600 45,000 11.00 49,000 3.24 i 32.200 2.44 7.50 7.8 28RDS/RNS246 1600 45.000 11.00 49,000 3.12 31,600 2.38 7.30 7.8 28RHO48 •1600 45,000 11.00 49,000 3.24 , , 32,200 2.44 7.50 7.8 ) (048-30 28RHO60 '"t• :1700 46,000 11.50 49,000 3.24 32.000 2.44 7.50 7.8 28RM048 1600 45,000 11.00 49.000 3.10 I 32,000 2.38 7.20 7.8 '. 28SLSO49 .' � 1700 46.000 11.50 49,000 3.22 l 32,000 2.44 7.50 7.8 28SLS061 A600 48.000 12.00 49,000 3.38 32,200 2.50 7.70 7.8 40YAM/YAF048, ,, 1700 47,500 11.50 49,000 3.28 32,400 2.46 7.60 7.8 40YAM(YAF060. ;' 1100 48,000 11.50 ' 49,000 3.48 33,006 2.50 ,. 7.80 7.8 , 40YR/YRU/YRMI YRF/YRG048 1600 45,500 11.00 49,000 3.16 32,000 2.40 7.40 7.8 40YR/YRU/YRM/ ; _ . YRF1YRG060 ,. 060 47,000 11.50 49,666. 3.38 32,800 2.46 7.70 i A 7.6 x ' 40YAM/YAF 060 2000 58,000 11.70 80,601!' 3.32 40,500 2.52 8.00 7.8 40YR/YRU/YRM/ ;;•. YRF/YRG 080 2000 55,000 10.80 59.000 3.04 l 40,600 2.36 7.56 ``x• 7.8 1 betl-`40 28RDS/RNS 061 2000 57,000 11.50 59,000 3.12 39,500 2.44 7.60 ' 7.8 28RDS/RNS 0512000 .; 55,000 11.10 58,000 3.04 39,500 2.40 7.50 7.13 s 40YZM006t 1600 56.500 12.10 60,500 3.40 38,500 2.66 8.25 7.!1 1i. 28SL9081a 2000 57,000 11.50 59,000 3.14 40,000 2.46 7.60 e.y §12FA-Sefy'011 ., Energy Efficiency Platte a COP-Coeffic en! of Performance HSP"-Hea.-Ing S,.,asonal PerforrhM6d PAblot a; S -', . TC =Total G t:aclty (Btuh) * Ratings are re, vvluas reflecting tM effecti of circulating favi heat. SuppI6Mbnfel 06cirlc heat Is riot tricluded. Flalings are br,sed on:' ' kk Czoling SlftdA/d: 80 F (27 C) db 81 F(19 C) wb Indoor entering air temperature And 96 f (35 C) db air entering outdoor unit. 3 'high -Temp 14ea ing Standard: 70 F (21 C) db Indoor entering air temperdture and 47 F (8 C) db 43 F (6 C) wb air entering dho. f outdoor Low -Temp Heating Standard: 70 F (21 C) db Indoor entering air temperature and 17 F (-9 C) db 15 = (-10 C) wb air entering outdoor unit. tOutdoor sec-ticnllndoor section combIhAtion tested In accordance with DOE tort procedures for hea, pumps. Platings for other combinations ate d9' term!ned urider ►70E computer 9lmuiail6ri procedures. 4 a t - ' ''f .ti S e •1 : 1 J1 w,y- +r• ' ;�. +e• 'T. r�'. a ..'�u'.c'Y:'.'%4. #.` r .✓''.. a,. t'•*.'- _ - `"•Aa' •.r3�. -The Copper Cricket is what'solar ikethe perking' of a coffee pot, vapor created. always should have -been.... �` by the heating of7he Copper.CrickeYs collector` personally, I'd -recommend. tubes starts.the.,geyser pumping action. This= itas'the.°best."system - - �• . `��' livers1he;wateNalcohol mixture from the action de - collector down. -to the Solar. Pad heat exchanger on the market.. zlocated under the hot water tank. -There iNs71 � AmoryLovins ;� c efficiently,transtered to:•the dome'stiahot.water tank; Rock Mountain n �'`� with no°moving pans' r 3 rt _ _ Inst ute LU 2DC7 x .: r• No�outside.power equired.K' •,Koymoving parts to.<faf! a� ,� . : Y : ze•. "Ci.�.i°.i'.,. .,.:�a'' is•.k• -+a w •+(' �+ik ms's i asp• i..•e.+, v� � • •>Ko maintenance �. - e¢ m3• .x" -'<'i4• w -„R.., i• c.: ♦`'- KE4•t w.N w? am^ ♦_ ' •:er�t y, .:3•ti •roKr, wu.xv+4atr •>w.i 1a. vw x•ovk'+�stwNs�ro Esau;^ �..'WjA:�, ..*e. ' arise •� i • Freeze_ proof kY'.FL?F �P z5f.s+ !v M :s:r „s. .rstrwj, �ah1-i+•m+y- .,r•. >C d7L°i3'�Za•�euS.Ka^r�y�' ,� r�4 W' w.ra Y x_Gerser action, lifts fluid--,...:x_St.x'ar<+. �--s ^�ft•:v x ..�it.`�t-'r�t`�•' +,> Y -•* ^�-'�-� � , �.* nz^� ; to,uppetheader i e n • 14latlanally eertdied ' ;+`��•wn�,�lA��``.� 4:,,,,�,r ,`�a� �:s��,;�'�x7 ?�`2�� ';,.,.i„..a.. x'"f'`�`�"�'`�'•- *r.A,� z. >'t^;r �r,�,`„'�I.3';'r .;t0 year°warran!r_ 3 - ! jut. form d r easy ' HA r x -s +rs ' c s•�{7 waxy i x Yt GS 3�cY� �. y$ t i as' +iY> 3a 4 a>- ^,� ..� . � ,� • [oKrf trim�proflte, ��-H ••?�r { ...-Y'.L^>axy";•t..cy - t fi, •tK .•• f� r. ,•t. Pi u„r. w+k�m r.. •r+sst ^.4« i�.6..-.i'[a�„(;. Y ,..}Ei--Sr?M,MT��•' �+r�"�k_v,� ar•,?8 .P.�. •,ouiltsffuslf to.root�'`r 4.r als•:.b. - _ ry i. rr� H�.a �,.pl�Y .+.�„�,�<.. r a^.•.•s, ..z g , :9v'ezposed.p/umtiing-! r3Y%°Less°expensve.than z "y} electricity, gas or.,coal 3` jc q _'�” ^'�•' � m.+;.;., • c. moi`, .- •.r #. a � ....i ��.G� �3�.'�i.; .mow. r.'��a,.=s. ��. �II�•'.'�„ .A'� .=:Si'i.. "''# . .J«'"1^ ..i !"- r�,.."' r '," .n' Ste. _ ,..-+.,'�'S a3 'e4":3:3e �$,?.?' �n'� `'�'•'?��.�r. j:.&: i;�' p .' J •M.*r .•y,,.,,,,,° tlY . y'.3. �c3... Ar . ».� .. �11'-N1....ti�"'.h-'`F' I «+s. d>' �`:: �. �• O x+. �. - �µ / 7 ...^ ~ M1 - .. _ _q a' Y-, a �. Y f to �.` Manufactured -by Compactheat-exchanger Sage`Advance Corporation', fits andecstandard 1001 Bertelsen Road -- water beater Eugene, Oregon 97402 -- - (503).485-1947= ter_ '.�...; ... .. - ! - • e. ', ..:.: `,r': - �- - �,. [. . y e ort.to•provide-products that In its continuing promote a -sustainable human existence,• - •• .. --- !'._.V- 6lJb-i`'�- 1, � ,,--`_ , __ _. �. ____ .� ' SAGEADVANCE'has had this broctwre=` - - printed omrecycled paper with vegetable-,.. tq .(�> ✓1 TLa M.-�� 71 ii w , . - based inks:=',Rease reuse, recycle, -and conserve.,,� . Z� p v i ZS pArCTS (zcgw-N fM I S'ixlGCAMOIi �A�Tressurize"�wit air, hom. •Re �%Tentir'e-home- Pwarm, twolryl.,- t-,,,.-.�-�--�,�'.ENVIRONMIENTALLY; FRIENDLY.- ughout.history the. fireplace has," the center -of activity, the.romanticx - feature necessary in, every home .Unfortu_ Performani _. I— ce... Econom mee& a y -,nately,'-the.,open:,&qlaceno longer. 72 ,-,---._,-D6n't-letthi-.'pretty&m..f6ol..you.. "t�,��'-*�--',Firepkm,k6��-u's7ers,expefimce77.�l,,' theinee&.of the energy conscious home- im owners Often, wheirthtsolutioff is found. 'Z "&hind'the.-Ine-glm,,doors-h�&a.rml. le;amuai.savings energy and. _,workho -capable.ofteating:most-homes "wood-comwpdom,Combin*�our-per.�. :the, romance, isJosL.We add. the, effidency- evenlyz "7 fbrmance-and effecdve=-maymeaii.,,.�, and.keepAtromanct, - -squarcinch-of thtfireplace is. energy independence. for years to oomt;1;' Every to transfetheatinto-the'liome. because !�V.-�',--i�Addifiong.savings:of.up�to,30 perce tz' �heat�mbange,�-:on:,aff�&e;�&.-Tle: maybe,reafized-..bytu�&th�fire R 'efluslcfillin -' the- place Ahrough. theJadrt:is-guided,by-an' e� ,;-ihtoyour `new� home--- - at 'baft'systmand ',propelled by a. �- r,:t, 5-5 tblower. Ilese1eatures com` tom` - PYI es:p �you'.84% heatftdff.effi- vents.,00ld.air-in@trafion�commonly found wi th,other-products,.and Provides.a con- tinuous -flow of warm fresh air to.tht homt.-The backup convection system,. pro., Vida.safe, heating diving. -power failures.- eflicientdesign is an.excel, !entaddition.to yourown'Spedali7gd,heat, Ing'sYstentz 01 72 700 700 720 17�0 740 740 EPA t� =I— -, s - Z; 25" 36F. Avg: (Oregon) 7T.6% 734% Wood,UjONar 32 - High (Oregon) 78.0% '80.0% Recommended_ 18"':-'r24'_ EPA (Standard) 72.0% 72.0% L Torn Ehmissions:( 'perhr) 9MMS t� =I— -, s - Z; 25" 36F. Avg: (Oregon) 7T.6% 734% Wood,UjONar 32 - High (Oregon) 78.0% '80.0% Recommended_ 18"':-'r24'_ EPA (Standard) 72.0% 72.0% 36F 8'roundor 12"x lr*Clay,- e Ehmissions:( 'perhr) 9MMS 36F 44FRA.'. - io 15.3" Average- 4.0 2.3*Load.Size: Wis 31k Low - IT '.94 , j, &at.Output- -36F 44FRA.. B.T.U. (EPA) 11500-55,000 10,700-75,700 7- 44FRA 36F m❑ 740 44FRA 36F 0 0 /001* WOW= I" C0WjPh010courWvqfFuEp1=Conant "T Face -Size - 25" 44FRA 44- wide x 31J.tafl 36F 36' wide x 27"taff Minimum Ru.Size D# 36F 8'roundor 12"x lr*Clay,- See thru Model, 44FRA e, rotuid or 12' x 12' Clay SVK - 1t-36ST 8' round or 13% 13' Clay *SEE-THRU — Amlablemfth *mon both i* ac on one ade *= on the odw, or on both sdm NO;. -ucb lace- Xtrordinwh.'and: cut heating costs by as much as 90%! Fireplace Xtrordinair offers you the latest in wood heat technology to fit your: architecturaland economical needs. Control " Quality Safety. a This-fireplaee.system responds to your, The: superior finish quality you.see:starts .Heat,your:home in confidence;:with the heatigneeds,with its secondary catalytic with.thtbest design; the.highest.quality knowledge :that our fireplaces.are safety4 combustion;:outside air for combustionic, a materiaLand.is carried:through the entire. ; engineered -.to m the highest standards.and tight glass, doms;,built.in. thermosta4 and..manufa=*process,=assunng:you,years = ='.compliance;withUL_Standard&,.Rstmg rheostat:blower speed:oontroL This pre- of dependable performance .Fach.unit car-" :and.labeling.by Northwest,Testing;Labs r_-::'." vents.excessive heatand-energy waste., nes-a:limited.10.yearwarrantyportland;.,Oregon- ' � °`' �` �' "1 r 7sy`C.. .,,{ Y:.a " a'S4 ✓ '�{F t ! q!} : rl « A w _ __. .. - • L iV}( 'r-, +st"s+iF%M Ed '�% Knoc]muts 3t th=air. ' � r mlerpomts._. 4k `r '<d v �- K,( ai•,.�4' 'oe a +f^WTe t4'dom neaessai.r a � ,LLFWgIYW:LV4iiLAWLL11�{dJ, ;^ 77-1 hne-hockoat. ' � °`' � ' •tBulEkmtherm • '�% Knoc]muts 3t th=air. ' � r mlerpomts._. 4k v a r� rt �• track -draft -Per-'. �Y I f is 4 TheIndustry :header It was -a cold, foggy night.in .. tributes to the protection of defrosting; an accumulator 1902, -and Dr. Willis Carrier our environment which optimizes refrigerant was waiting for his train in a flow for greater reliability and Pittsburgh -.railroad station. He Every component.in the 38YR longer compressor life; a gazed into -the mist, studied it, has been expertly engineered dependable reversing valve and clearly perceived the and carefully integrated for for heat/cool mode selection; relationship between tempera- superb reliability. and peak and a new 3 -sided coil which ture and humidity of air.. It performance. The entire heat allows easieraccess to inter- was_from:ahis insightful,under- pump is designed.:around_a nal components -while mini- standingthat he developed the scroll compressor which mizing space°requirements underlyingtheories and permits higher heating for the unit. The 38YR is .a successfuLapplications of air capacity at lower outdoor compact, tightly constructed conditioning technology.._An ambient temperatures -than heating and cooling machine industrywas-born,-.and"from was possible with -traditional built -with precision for. home - that. -beginning emerged atotal reciprocating compressors. owners of discretion. It's the . homecomfort-product —the kind of heat pump Willis heat pump. In .fact, exceptional efficien- Carrier would be proud to cies, are yours season after have..bear his name. Carrier's new:38YR.continues season,with`.the 38YR'When the.traditionrof advanced. --matched with .the •proper : ;r; -_ Consider.:the.38YR for:its home�comfort technology � �-: - � -Carrier or. - advancedtechnologyJd - --advancedg Maldng use:ofthe:.latest furnace coil, :the -38YR.. its.performance, its money- technological:advances,:this achieves a Heating.Seasonal .saving energy efficiencies and heatpumpVill:heat.and cool' :Performance:Eactor (HSPF) ~ reliable-year=round comfort- - your.home-with:super-high.: of.up to 8.O,and:a;Seasonal '- .Ihinkfof.itas-a�well-deserved " energy -efficiency. -This r -Energy.Efficiency -Rating . y 4-,! home improvement,ta:reward means -you -can comfortably '+ (SEER) of .up -to -13:0. ' -to you,and your:family. Now, `= warm-your:home--while - is the dune to enhance your enjoying.lowermonthly eleo- Other noteworthy develop- lifestyle with the 38YR Heat: ' tric bMs:",.In, addition, using . : ments include :advanced : • Pump:from Carrier. energy.more efficiently con= ` ' • electronics for -automatic We're not comfortable until you are... 9 Carrier Craftsmanship The 38YR is much more than the sum of its parts. Its components are artfully balanced to interact with the sophisticated scroll compres- sor in synergistic harmony. Carrier is pleased with the results. You will be, too. MI Scroll compressor relies on fewer moving parts for improved reliability, higher efficiencies and quieter opera- tion. Vibration is minimized and compression is more consistent. ® Condenser fan and motor are securely mounted to solid sheet metal. Large diameter condenser fan blade requires minimum effort from low - speed, fully enclosed motor. M Accumulator. protects the compressor from being flooded with refrigerant. 'TimeGuard II" " delays compressor operation after shutdown due to power interruption. Advanced defrost control activates defrost only when necessary. .® Outdoor, coil features copper tubing and lanced sine wave aluminum plate fin with -large surface area for maximum heat transfer. IM Service valves feature brass body construction for long life. Back seating valve stem provides excellent seal for virtually trouble-free connection. ® Base pan is computer -designed with plastic coil supports to enhance drainage, and help keep outdoor unit free of debris and standing water. Invite Carrier Home For generations, Carrier Carrier thoroughly backs its products have been welcomed products and supports its into some of the finest homes. dealers so you can be confi- They fit right in. They add dent in relying on your home quality and comfort wherever comfort system. Check our they go. The 38YR Heat proven, no-nonsense effi- Pump is no exception. ciency ratings. Talk with your local Carrier dealer. You'll As you consider inviting,find sound, competent advice_ 38YR into your home, .also' , . trx on which system will work nsider what is included, CL `-`' best for you. ere is the initial analysis of your heating and cooling Call today for an analysis of needs to be sure that this is your home comfort needs, the comfort system that is and be sure to ask about . best for your lifestyle. Then Carrier's complete line of fan there is expert, reliable coils, humidifiers and air_ installation and maintenance cleaners to complement your from a'qualified professional. system. Remember, we're But first, consider Carrier. not comfortable until you are.' t r PERMIT NO. 2174-87B " PERMIT EXPIRES F OWNER .TAY k CATHY HAWS e (. CONTR. owner ASSESSOR PARCEL 41-11—F�7 LOCATION 3589_T)rj, Crank Rrl ,- nrn { tel'. .C.. ; �d Temp. Power Pole AO Called PG&E \-t 2"� to Temp. Elec. Service Called PG&E Temp. Gas Service ftN , Called PG&E " JOB FINALED (Date) Signature 4 =OK, 0 = Not OK i Not Ready. MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except#'s .. . Date DECKS, COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete v 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -131 Date 10. oof; Shthg-Roofing Card -B1 Date Card -131 Date V. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 ,LZ ate Q �� Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans] OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elea; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boards- Ins. to Main in Conduit Card -Bt Date Card -B1 Date Card -81 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 pate Card -B1 Date' 11 = OK 0=Not OK - = Not Applicable ' = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main;. Soils-Steel-E(ec. Grnd.-/ /" .Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage;. Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/, /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2, way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance- Material -Sup prt-I ns. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -61 Date Card -61 Date Card -B1 Date Card -B1 Date ;Card -B1 Date Card -81 Date Date PLUMBING (Permit) OK exce t #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Sub -panel; Breaker Sizes -Labels Card -61 Date Card -B1 Date 66. Stairs & Rails Card -B1 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins: Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mach. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive ❑Yes ❑ No; Walks ❑Yes O No; Planters ❑Yes ❑ No 80. Stucco; Brown -Finish Card -61 Date Card -131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -61 Date Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -131 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIIe, CaIifore. ia 959C-jr, - Telephone: 916/538-7541 APPLICATIOR AND PERMIT PERMIT NO AS77R PA EL R ZONING,BUILDING PERMIT OWNER TELEPHONE SQ.FT. OCC. BUILDING VALUATION N F.�t'S �G AD RESS C ayail ;.r- A CONTRACTOR'S N AM E TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS - Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ . ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 v S Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL AP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehomeo Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S FG FW H 10.00 ea TYPE OF WORK New ❑ :Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00' Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 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) F -1I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.a) OR ADDNS. 1 ACC. BLDGS. y2Qsgft NEW CONSTR. MULTI -OUTLET NO N.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS a SINGLE OUTLET CIR. EOccup OUTLETS OR FIXTURES 20050C eAL030 FIXED APPLNS.x. 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. Not ce 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 MECHANICAL PERMIT FiIingFee 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 Countyof 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 liabili 'es, Judi ents, csts, and expenses which may in any way accrue against a' Co n quence of the granting of this pe mit. X Date °/ ,� Signature of Applic nt – Own Contractor ElAgent❑ An OSHA permit is required for/.avations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OccUP, cONST.TTP! I I FLo D AR EL lj PD ND Ise E This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR PUBLIC BY PER E PIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7 �' -Art Receipt No. WNIT!-D.P.W.. YlLLOW-ASBC350R, PINK•IN9PlCTOR, GOLDENROD -APPLICANT a OWNER +...t . .�'.f� .u• , �. I'�.�`' ►"'1t -�., j�T,{{[.,C.- '.fit •-Y.�,t1.yY'i4".�>s ;F.�.t. � `,, , ' _ ,,. ,,� r /7f-. ..:' .-t COUNTY OF BUTTE - DEPARTMFNT OF PUBLIC WORKS - BUILDING D,IV4SION ` 7 COUNTY CENTER DRIVE - OROV4L' �Et CAL RNIA 95865 - TELEPHONE: 916/538-7541 PERMIT APPLICO"I'O f`DATA SHEET / Permit No. t Proposed Building Use --W' 6 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District ''Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . i 9. Letter of signature author'Z ation.- 10. Sanitation approval from _ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) —14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _._-..._15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to (Date) 17. Pre -Inspection for__ -_ _ _- _ Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20, Plot plan approval from city of 21. 22.- When 2.When you issue the permit, process as follows: Mai I to owner, _ Telephone and hold for pickup at office Other — t, -- Mai I to contractor. _Deliver w/inspector. Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior to permit issuance 1 • Index permit for above items No. 2. Additional items required: __—_— (Circle new item not checked above). Contractor, designer, owner, was -advised of above required data by_phone_—nail—counter by Contractor, designer, owner, was advised c? above required data by —phone —ma il—counter by Plans checked by Date Plans approved by Copy—DPW Sets of plans on hold in File cabinet AP folder _ date _ date Date TO Buildinq Department FR6m: °' Environmental Health SUBJECT: Sanitation Clearance a s Ws 5� 5 �r-e�.�� _ _._ l Owner Loc tion AP# . Plan Approved for: Sewage Disposal Water Supply - Hold final for:Water Supply Final clearance O.R. for: Water Supply Clearance for ^ _ bedroom mobile home. Other NOTE.**: Sanitarian Date 'COUNTY OF BUTTE - Department -of Public Works 7 County Center Drive,.'Oroville,.CA 95965 OWNER -BUILDER VERIFICATION Phone:. 916--538-7541 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 property improvement yes .r no) 2. I �havave not) signed an application for a.building per for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed', construction: ,Name no Address City Phone Contractors License No. 4,. I plan to provide portions of this work, but I have hired the following'person to coordinate,Asupervise,'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 Signed: (� Property Owner Social Securi y N Date'' 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. 0 i— 1 %s" T4 G PLYWOOD `CC EYT L- A" x, ' DF' 2 GIRDERS 2"Xln DECKING .(ALT) 6' TYP. L4, . X cA Q 12"x 12" PIERS 4"x 6-1 -T �T Q CLIPV- _ 2'x 12" STAIR 'STRINGER. 48'o.c,. MAX. TDP VIEW H RKIDRAIL. NDT SHDW J F09 CLARITY. 3/S I BOLT 2"x 12° �OZ 2,X4„?RtSSUPF' l2� 3�8T kF/t 1 f_'-� o R BOLTS %RFDWooO P%A1'-”" . r - GIRDER �4N. � -4'x4,. POST MfN. — ADFQU4TE DIAL,ONAL BRACING. T KPICAL RESIDE-IM4l $TSPS ANo/eDFC� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 MOBILE HOME �r 09 DEC.k m a 6 � MAX. \ .moo. -b , IvTL. CLIP (EA. ` q., MI 4"x D. 4"x4" POST - 2"x 12° �OZ 2,X4„?RtSSUPF' l2� 3�8T kF/t 1 f_'-� o R BOLTS %RFDWooO P%A1'-”" . r - GIRDER �4N. � -4'x4,. POST MfN. — ADFQU4TE DIAL,ONAL BRACING. T KPICAL RESIDE-IM4l $TSPS ANo/eDFC� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 J = OK' 0 = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date 5 MOBILEHOME UTILITIES (Plans) O xcept•N's 'Date DECKS,,COVERS, CARPORTS, ETC. (Plans) OK except N's Requirements -Set s-Ea7emMIM 1. Zoning Requirements -Setbacks -Easements Spec'ai _ Footings; Size -Depth -Spacing -Connectors Sewer; ation- st oncre 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails , a r, L ton--E!!TTRt eee ad ketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing ricity; Loc -CI nces--f:ri/. Amp-Generete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures r^^.'^t'�*-r s-Wrep J `-'�'-�- 1� - "�''• ' - _ ^ 6. Carports; Windows -Doors -Zlefitility Clearance 7• Elea. Card-BI43> Date Tf7 Card -BI Date Card -Bl Date. Card -BI Date, Card -B Date Card -BI Date Card -BI Date Card -BL. Date Date M0B1jfK0IVlE INSTALLATION (Plans) OK except #'s Date POOLS (Plans) OK except N's o 'ng Requirements -Setbacks -Easements 1. Setbacks -Easements ootings; Size -Spacing -Marriage Line 2• Soils; Compaction -Structure Stability .�88Sr'idH Test -Demand -Valve -Connector 3. PooLStructure; Steel -Connections -Thickness -Dead Men -Lining ctricity; MH Test -Crossovers -Breakers -Clearances 4. Flet.; Receptacles and Lighting; Distances-GFI rS�w, MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI t -Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed , ter and Sewer Connected -C/0 to Grade -HD Approval 7• EIec.; Bonding; Metal w/5' -Circulating Equipment -Heater s and Electricity Tagged' 8. Elec.; Grounding; Equip.w/5'-Circulating Equip. -Pool Lghtg. Boxes- Enc losures- Pane lboards- Ins. to Main in Conduit . Exits; Insp.-Sketch Cert. of Occupancy _ 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test ¢Card -BI Date Card -BI Date Card B -I Card -BI Date Card B -I fhl_ate Date Card -BI Date jCard-BI Date Card -BI Date J OK , �•- Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings -- 2. 3. 4. 5. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth Fig., Garage; Soils -Steel- / /" Ftg. Depth Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 49. 50. 51. 52. Ext. Dpors-One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer -6. Ste_mwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access - 7. 8. Piers -Fireplace Fig. -Steel D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. _ Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts _ 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums &_Ducts; Clearance -Material -Support -Ins. _ 13. Girders -_Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Card -BI Date Card -BI Card -BI _ DateCard-BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe: Test & Anchors -Nail Protection 16. D.W.V.`. Test-Fttngs & Anchors -Nail Protection 17. Shower Pan: Test, First Floor -Tub Access 18. Test Tub& Shower, 2nd Floor -Tub Access 19. Gas Pipe_Size & Anchors Date _ _ Card -BI _ Date Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's , 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper Card B -I Card B -I 20. 21. 22. 23• 24. 25. 26, 27. 28. 29. 30. Fixture & Transformer Clearance -Ins. -Protection Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At Range Circ. / / ga. Cu or_AI-Oven Circ. / / ga. Cu or Al, Insulated Neutral Yes _;No _ _ _' Service -Riser Conductors & Ground-MainDisconnect Equip. Clearances: Panels-Motors=Mech_ Equip. Clothes Closet Light -Shower Light _._ Date Card -Bi _ Date - -- Date Card -BI Date 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 71, Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps. 74. Fdn. Vents & Crawl `sole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes ❑ No; Walks [ Yes C1 No; Planters ❑Yes EJ -No 76. Stucco; Brown -Finish 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Permit) OK except a's 83. Corrections from Previous Inspections 84. - Gas Test -Meters Tagged: Gas -Electric Card -BI Card -BI 31. 32. 33. 34. 35. A.C. Ducts. Insulation &Support Vent Fan: Exhaust above Insulation _ Condensate Drain & Overflow. Size _& Grade Furnace -Vent: Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic _ Date Card -BI Date _ Date Card -BI Date 85. Water & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates `- Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Com Tents at Final: 36. 37. 38. 39. 40. 41 42. 43. 44. 45. 46. 47, Sills: Proper Material & Anchors Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire -Stops. Furred Ceilings-Stairs_Chase_s-Tub_ Header. & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Pur'lin-Roof Brac.-Truss-Shthnp.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing _ (NOTE,Anentrymust be made each time youvisit jobsite) ! 4 C. ?�^ AC. 1 s- 296 4c ,r 1, 2!. 75 3 ;c -1c. 660.74 X66 •P � 15 ,, r. t 1 I 'ED I AC t , 2 Phf 61-10II ti I-emorer 92 Aa. j- L 95 0 24 AC. 15 2 7649.4:-�- 3 (4,7 -- ` ,----•�. 3 /031 v! .-• )�' "o et ' 1'.474y 40.04 A c , 40. - - t/may GJ A ) 264C 7714.6 4zz, 1 25)1 P:,9h.762 r to e 11 c56'ar, - --1,19.45; - SUV' VA L! FY ij•' — �xt 2 /3+-2.vea.;�rFc[e"s" T. 2 ro co { v 7. ( q ! i z,5..3: 4.9_4".--J 3470.3r .J �! 111 4 ac .92e:7 " � I _-._—__•_-_-. _��'%_..-__--____-_.-... Ill � r 1 •. � '�'Jl.. Vis., 11 �—J MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE --DEPARTMENT OF PUBLIC WORKS — 7 COUNTY•CENTEA DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT N0. Address or location of mobilehome Owner's name f✓' Owner's address - Insignia or hud number Manufacturer's name "'.ALA, / r �. Serial number of V.I.N., Year of manufacture (Official Approving Installation) (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 White - Owner, Yellow - Installer, Pink - D.P.W COUNTY OF BUTTE -� DEPARTMENT OF PUBLIC WORKS' 196 Memorial Way, Chico — Phone: 891-2751 } 7 -County Center Drive, Oroville — Phone: 534-4541 ' Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE ZL 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 matte , or need additional explanation, please contact this• office immediately. Inspector e � //�1 Date 7— d COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Cali.fornia 95965 - Telephone 916/534-4541 APPLICATION -AND PERMIT P __FJERMIT N0: ASSESSOR ARCEL NUMBE �� — a ZONING BUILDING PERMI ow�� T� a� NE 114 cJ C7/ 3 OWNER'S MAILING ADDRESS .•330 wAe-l- SQ. FT. OCC. BUILDING UATION CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCT ENDER UNKNOWN LENDER'S MAILING ADDRESS e Total Valuation $ Filing Fee Permit Fee $fj— $ ARCHITECT OR ENGINEER r LICENSE NO. ARCHITECT OR ENGINEER'SMAILING ADDRESS Plan Checking Fee Energy Plan Checking Fee Penalty $ $ $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r cJ/ 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❑ Mobilehomeo� 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: �dll%>-� Permit Fee $el 7 Contractor ELECTRICAL PERMIT Filing Fee 10.0�0y Main service 100 AMP OR0OV OR LESS10.00 G.CJ Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ 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 0 CUP.lu` , OR ACDNS. � ACC. BLDGS. / /z2sgft NEW CONSTR. ULT' -OUTLET 2,50 ea NO "D, BRANCH CIRC ITS (POWER APPARATUS el SINGLE OUTLET CIR. Ex. FIXTURES C 8AL@AL®3o FIXED APLNS EX. OCCUp. OUTLETS P(RESID,)REA.) 1 2.00 I Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 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 FilingFee 10.00 Heating Cooling 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 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, judgment , costs, and expenses which may in any way accrue against �ty nsequence of the granting of this permit. X -3111 Date Signature of App ant — Owner Canrracror ❑ Agent ❑ An OSHA permi is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ZECUP. CONST.TYPE FLOOD PAR CE PD ND SSUE This permit is hereby issued under si f the Butte County Code and/or rk i dic ted Above for which DI Ic-<TOR OF PUBLIC v PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS 4 Datel:J —/ Altwff Receipt No. 237/-3 WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLD ENROD-APPL I CANT i r'�� ,,,,t :�+'. �_cw •r= ...+:.'Gt ;s, s+..r T1 TA V ` COUNTY OF BUTTE - DEPARTMENT OF,PUBLIC WORKS - BUILDING DIVISION y% 7 COUNTY CENTER DRIVE - OROVILL.E,%,XCIFORNIA 95965 - TELEPHONE: 916/534-4541 r'• PERMIT APPLICATION DATA SHEET Permit No. OWNER i!.S'. A. P. No.//S`'�D�% Proposed Building Use % i Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance:" DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6.. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authori ation. . . . . . . . . . 10. Sanitation approval from �_ Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12.- Certificate of Workmen's Compensation Insurance. . . . . . 13: Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), =15. Improvements may be required. . . . . . . . . . . . ,16. Mobi lehome Installation Data. . . . . . . . . . ` 17. Pre -Inspection for Re uired. Pre-Inspec. request to (Date) p q Building Inspec r 8. Recorded copy of Agricultural Acknowledgment Statement. Driveway Permit. X2 Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail to—owner. Mail to contractor. Telephone and hold for pickup afrffice, Deliver w/inspector.. Other Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted Ci r to permit issu nce: (Circle new item not checked above). 1. Index permit for above items No. I 2. Additional items required: Contractor, designer, owner, was'advised of above required data.by—phone _--nail—counter by date Contractor, designer, owner, was advis%d of above required data by_plione—mal l—counter by— date Plans checked by Sets of plans on hold in Copy—DPW Plans approved by File cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. TO Buildina Department FROM: Environmental Health - SUBJECT: Sanitation Clearance weer Loca ion. AP,# Plan Approved for: Sewage Disposal Water.Supply _ M Hold final for: Water Supply Final clearance O.R. for: , Water Supply Clearance for ---> bedroo mobile ome. Other NOTE *,e Sanitarian Dat Re•�"A:,ft- to DPW i AGRICULTURAL STATEMENT 'OF A-CKNOWLEDGENENT '.y R, ,�r UNT FOR RESIDENTIAL DEVELOPMENT .1 BY Section 26-8.1 of the..Butte County Code requires this acknowledgement be recorded prior.to issuance of a building permit. 87 965R Ii. 04 The property described herein is adjacent to land or included. within an area zoned for agiicultural purposes, and residents ofthIst", property may be subject to inconveniences or discomfort arising .fro `�i'ECQR ct - the use of agricultural chemicals, including, but not limited to her c, es, and fertilizers;.and from the pursuit of agricultural cultural operations including, but not limited .to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust; smoke, noise, and odor. Butte County has established agricultural zones which have as a El priority use for productive agricultural, purposes, and residents within said zones and on ladjacent property should be pre*pared to accept such inconvenience or -disconform from normal, necessary farm operations. All that real property situate. in the County of Butte, State of California, described as follows: &7F,F,AT1W'1-(E1) Date: March 13, 1987 State of California SS County of .. Butte PROPERTY OWNERS: On this the 13th day of March 19 87 before me, the undersigned Notary Public, personally.appeared Jay B. Haws Personally known to me. Proved to me on the basis of satisfactory evidence. to be the peTson(s) whose names)* is subscribed to the within instrument and acknowledged that he executed the same for the purpos t4erein contained.. ontained.. IN WITNESS WHEREOF, I'hereun set my hand and official seal. Public. .1 Present A.P. No. 041-))- 0 0<57-o PA&E.- 1*.oF'3 or-fSCAL SEAL H. 'GRE-ALER 5`7 NOTARY Ay PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN COUNTY BUTTE MY COMMISSION EXPIRES juLy 21, 1989 PROPERTY OWNERS: On this the 13th day of March 19 87 before me, the undersigned Notary Public, personally.appeared Jay B. Haws Personally known to me. Proved to me on the basis of satisfactory evidence. to be the peTson(s) whose names)* is subscribed to the within instrument and acknowledged that he executed the same for the purpos t4erein contained.. ontained.. IN WITNESS WHEREOF, I'hereun set my hand and official seal. Public. .1 Present A.P. No. 041-))- 0 0<57-o PA&E.- 1*.oF'3 rrrra••�i•�il�r� i ,ER N0. 101882 -VAD Exhibit A The land referred to herein is.described as follows: All that certain real property situate in the.County of Butte, State of California, described as follows: PARCEL I: Being a portion of Section 13, Township 21 North, Range 3 East, M. D. B. & M.,. and more particularly described as follows: Commencing at the Northeast corner.of said Section 13; thence.alorgthe North line thereof, South 880 56' 34" West, 1752.59 feet to a point in the centerline. of an existing:road and the true point of beginning for the parcel herein described; thence from said true point of beginning, continuing along the•North line of said Section 13, South 88° 56' 34" West, 2219.95 feet to the Northwest corner of the East half of -the West half.of said Section 13; thence along the West line of the said East half of the West half of Section 13, South 000 08' 26" East, - 1663.95 feet; thence leaving said West line, East 1306.57 feet to the point in the Westerly line of the 20.00 acre parcel; thence along.said Westerly line, North 09`37' 06" West 480.00 feet to the Northwest corner of said parcel; thence along the Northerly line of said parcel, North 800 52' 54" East, 1031.52 feet to a point in ,the center of an.existing roadway; thence along said. roadway,. North 12'0 29' 16" East, 102.77 feet, North 280 01' 43" East, 277.14 feet, North 410 32' 39" West, 148.36 feet North 240 30' 21" East, 156.54 feet, North 13° 4.1' 04" West, 324.28 feet and North 25° 39' 04" West, 161.73 feet to the point of beginning. EXCEPTING THEREFROM the following described parcel of land: COMMENCING at the Northeast corner of said Section 13; thence along the North line thereof, South 880 56' 34" West, 1752.59 feet to a point in the centerline of an existing road and the true point of beginning for the parcel herein described; thence from said true point'of beginning, continuing along the North line of said Section 13, South 88° 56' 34" West, 2219.95 feet to the Northwest corner of the East half of the West half of said Section 13; thence along the West line of said East half of the West half of Section 13, South 00° 08' 26" East, 597.00 feet; thence leaving said West line, North 790 27' 37" East, 1850.90 feet; thence North. 86° 54' 00" East, 500.00 feet to a point in the center of an existing roadway; thence along said roadway North 13° 41' 04" West; 130.27 feet and North 25° 39' 04" West, 161.73 feet to the point of beginning. UAvr T TT- A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width lying 30.00 feet on either side of a line described as follows: Commencing at the Southeast corner of Section 13; thence North 89° 42' 17" West, 924.13 feet; thence South 07° 53' 23" East, 815.92.feet to the Northwesterly line of the Oroville-Magalia County Road and to the true point of beginning for the -centerline herein described; thence from said true point.of beginning, North 07° 53' 2.3" West, 815.92 feet, North 08° 23' 35" West, 708:52 feet, North 01° 09' 20" West, 302.27 feet, North 27° 44' 25" East, 253.50 feet; thence North 02° 32' 20" East, 233.39 feet; thence North 14° 27' 10'" West, 429.80 feet to the beginning of a 106.70 foot radius curve to the right; thence along the arc . 174&e-- 2- ,DER N0.' 101882 -VAD (Continuation of.Description) of said curve through a central angle.of 720 20' 15" an arc distance of 134.71 feet; thence along the arc of a 115.86 foot radius curve -to the left', through a central angle of 118° 06' 55", an arc distance of'238.85 feet; thence North 60° 14' West, 36.19 feet; thence North 320 39' 30" West, 107.77 feet, North.78° 36' 25" West, 153.79 feet, North 590 25' 5.6" West, 50.00 feet, North 36° 08' 29" West, *50.00.feet., North 15° 13' 17".West,, 50.00 feet, North 08° 11' 10" East, 50.00 feet, North 24° 15' 29" East, 40.95 feet. to the beginning of a 81.52 foot radius curve to the left; thence along the arc of said curve, -through a central angle of 77° 59' 30", an art distance of 110.97 feet; thence North 53° 43' 41" West, 79.96 feet; thence North 25° 33' 01" West, 286..82 feet;,thence North 09° 37'06" West,1351.34 feet; thence North 12° 29' 16" East, 0..52 feet, North 28° 01' 4.3" East, 277.14 feet, North 410 32' 39" West, 148.36 feet,.'North 240.30' 21" East, -156.54 feet, North'13°.41' 04" West, 324.28 feet and North 25° 39' 04" West, 161.73 feet to a point in the North line. of said Section 13. ELECTRIC GAS Support Struc. Compaction Test Re . Service Other Pipe YES NO S N0 Size. Load " Tvpe Size Length COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Calftroi,a 959e5 - Telephone: 916/538-7541 /6-34• APPLICATION AND PERMIT JJ ASSESSOR PARCEL NUMBER - y ZONING , BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILI ADDRESS CONTR O Fr SNA T LEPHONE CONTRA TO 'S MAIL G ADDRESS Fireplace C NS RU TIO LEN ER UNKNOWN LENDER'S MAILING ADDRESS Total Valuation Is Filing Fee Permit Fee $ 10.00 $ ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee Energy Plan Checking Fee Penalty $ $ $ BUILDING ADDRESS 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 [:1SF Duplex❑ Mobilehomeher SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: 4Z Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 10.00 Main service eooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p 1 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 �`�[� j -� ❑ 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.8d\ +/zQsgft OR ACDNS. ACC. BLDGS. l NEW CONSTR. RANCH CIRCUITS)2,50 ea NON.R ESID BRANCH CIRC ITS (POWER APPARATUS R1 (POWER OUTLET CIR. I EX. OCCUp�OUXED Ts OR FIXTURES 2ALO 30 SALO 30 FIXED APP LNS. 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 r--, /9�f Consent to Self -Insure. I� shall not employ any person in any manner so as to become subject ' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 ! Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Date `° i ature of Applicant — O ner Contractor ;:I— Agent ❑ n 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 $ h TOTAL PERMIT FEE $ U occu P. CONSI.TYPEJ 7 IFLOODIPARCELIPD — ND -' o This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Datej—, 1 r p_ �r�/� Receipt No. /Y 17 VBy WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 4^i "pi7i"oq _ . M-�.HA;y.,!'?is. : fit: •;t •.Rf / ,. ,r{, 71r j �„ _ ,t- ,.:i COUNTY OF BUTTE - DEPARTMENT Ok PUBLIC WORK -S.- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV'ILLECAIy�xOf3(LA 95965 - TELEPHONE: 916/534-45,4.>1 PERMIT APPLICATION DATA SHEET Permit No. OWNER G2',GU— A. P. No. Proposed B6 (ding Use <,LZ Building ln'spector � Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or 'uance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent/for Non -Heated and AC Buildings. 8. Fees of $ . . . . , , , 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to ownerEh' —15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. When you issue the permit, process as follows: Mail t�o wner, Mail to contractor. Telephone Fq S 7 and hold for pickup at� ffice, Deliver w/inspector,. Other Uopy of plans sent mealin uept., _I- -ire uept., utner uate 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—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l_counter by date Plans checked by Sets of plans on hold in Copy—DPW Al Date Plans approved by File cabinet AP folder - Hours: 10:00 a.m. - 3:00 p.m. N 7280 SW A-EMSS 2 E 2 32 f 2 D 2-1j 2-6 2 221 2 3-2xj. 3 -3 Ole 3 3-2X3 WU2O " MAn -3 %VT IV2 T% LIVING AREA 4-Zxs A 3 244— V. 24 A D -C-0 i I * 24 24 ca .'N\ 24 /24 'XI IlI -6 M -B 1021 o/R -*R ; '+2,1 0 '111 24 123 sor. rn 3r. B 1 23 24 It 77 SF. 624 11.111.4F 4 r This set 6f, plans and. specifications MUST be kept on the job at all ,times and it is unlawful +o _ make any changes or alteration ons me without PLOT PLAN _ • written permission from the Dep rtm nt of Public Property L�neorks, Countyof Butte--_.----- 3589 Dry Creek Road ------ - _ Oroville, CA 95965 APN 041-11-0-087-0. �-- Jay & Cathy Haws 343-5034 ; Existing Driveway NOT -k—AIM Materials & W rk a Accordance with Recognize of a quality prescribed for th niform Building, Plumbing National Electrical Co e. :::::::Leach Field : ; Dry Creek Road 100' 1 ":: 1 ::;235' 5" (unimproved) t 18460.590 f t ; Utility , it conn c tipn shall al I be within 4ft. of the a' �I home, either directly i be Y nd r within half the rear :>><; of the e m obileho Proposed parking area..... r<` . WaterLine 11 from Spring Existing Oak Tree Flatcar Brg�B be vgyired for th Tight line to to►1 f the •era Weihorfie distribution box _ • t v:;i^^•`\Y ii 'ir.�::�P,vtjt:y i�:t .- {:w>: Septic tank Dry Creek , , ss' 11 "—► Proposed A setback of ft. fr m the Mobile Home Site ' Power Pole property,li s an a setback 24' x 48' 61E COUNTY of 50ft. f m the road ; centerli shal a clear of O,9 DING DEPARTMEN struct es or 'quipment except for a ft. a ve dverhang. PK UVED 844- n F10 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS- 7 ORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's Name: �j4a jr-° 2. Installer's Name: 3. Is the site currently under permit? Yes NoF-1 (If yes, furnish permit number $4'�'��% ) OR Is the site an existing site? Yes No 2— (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least'5 ft. away from septic, tank and leach fields and clear of.all setbacks and easements? Yes 21 No F-1 (If no, clarify 5. What is the mobilehome electrical rating? --------------- ,2�f�y. Amps 6. What is the mobilehome site service rating? ---.---- Amps 7. What is the mobilehome site circuit breaker raying?----- /►js_ Amps 8. Is there any other electric load to be served by the ------------- mobilehome site service? - -------- -=---- -,;'f Yes No (If yes, identify the load and size: (Load) (Amps) 9.- What is the mobilehome site gas>ppe'size?=------------- (in.) 10. What is the type of gas service? ---------------------- Natural F] LPG 11. What is the gas pipe length from meter or tank to the - mobilehome?--------------------------------------------- (ft.) * 12. What is the mobD ehome gas demand? ---------------------- (BTU) ;. *(This ,information -not required if pipe .length less than 6 ft. on natural gash o�r'`lessthan 50 ft, on LPO.) eel. 1�: .. �•:`.'� _ `...G MOBILEHOME SUPPORT DATA If other than single wide, �A�.b Mobilehome Mfr. azu did g furnish Setup Model No. Year Ar Width (ft.) Box Length_...�(ft.)' Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)[01. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one)101. Concrete block. 1-12. Other (specify) Pier Footing Sizes -and• Locations.,. c SINGLE -WIDE MULTI -WIDE Lln r Line 1 Line 2 Line Main Beams .2 Line ILin. 1 I Main Beams in Line 1 --- — — _ — — -- — 4 -Line Tag or Triple Lin, 4_ Line 1 Piers: Size-Min.------------ Spacing-Max - -----------Spacing-Max. ,- From Ends -Max.- ------ Line 2 Piers: Size -Min ------------- Spacing-Max ---------- From ------------Spacing-Max---------- From Ends -Max. ------- Line 3 Roof Loads: Size -Min. -----------.- Location (From Front) e v riers: Size -Min. ------------ 'k Spacing -Max .--------- , n From Ends -Max .------- Line 5 Roof Loads: Size -Min. ------------ Location (From Front) ,,„ 111 ',x 11 1 11 1 Line 1 Openinits: Size -Min. ------------------ Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ 'k Spacing -Max--_-___-_____-__ , From Ends -Max .------------- x x ''x 11 'k e 5 Piers: (Under Bearing Walls Only) Size -Min ------------------- Spacing -Max.--------------- r_ n From Ends -Max.------------- '- _ r ➢RUM� 7 eu4pr pEBPUTrre 1 AUG 18 . 1992 1 � ' STRUCTURAL CALCULATIONS 1 Haws Residence es dence .3y3 ' Oroville, Ca. Job Number: #1303' 1 1 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway Chico, Ca. 95928 1 (916) 891-1710 August 5, 1992 1 BUTTE COUNTY. QROF ESSIpN BUILDING. DEPARTMENT f APPROVED' 1 r No. 302 cIRIV 1 EXP. q3 sLp �PN/P T UCT� qTFO F CAS\F�� 1 • 1 _,T i'., 3 ,y 41 REVISED STRUCTURAL CALCULATIONS ��S�D �f1-�c SyEErs Haws Residence WFeE /NSE/Z 7C-5-2) IA17-O -7h'ls S OroviUe, Ca. Job Number: #1303 NICHOLS, MELBURG & ROSSETTO, A.I.A. 434 Broadway .Chico, Ca. 95928 (916) 891-1710 September 4, 1992 • O QROFESS/pNq �,� A' G W W 3524 rn XP. 3-3 sTq s�RUCT��P�, TF OF 1• . JOB ' ENGINEER UALUULA ION UP' Lood� N .R STRUCTURAL ENGINEERS PAGE NO. 1 JOB NO. /303 DATE Z X T Pine Al �i n5 Mise: 3- � c4r, s 1 0 PS S Livec Lz�� en-/ ZO,D�sT- r�d�ytciL G- - I 3/8 % 0'�4 � l Z. D �5 f ✓ Z - /Ito /iD �- JOB A%40s ENGINEERc�7� r _ I im �R STRUCTURAL" ENGINEERS PAGE NO. 2 JOB NO. 3 D3 DATE I JOB G 1 r M �, s ��- s // PAGE N0. 3 ENGINEER �Pa �7, JOB STRUCTURAL ' ENGINEERS DATE 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 1 Load Unif. Point Length Fs (psi) Fb E (ksi) •L/? a b Allow. Member Case Load Load (ft) Lat Supt f'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d.- G/L Case 7 Uniform Load With Overhang & End Point Load SHEET; DL 0.060 0.000 , 8.00 95 1,500 -'1,800 240 .' 2.00 N/A 25% FR1 LL 0.080 0.000 3.50 0 1,500 '0.00 BEAM; total 0.140 0.000 7.25 Req'd A= 6.45 2.36 Act'l •I= 111.15 Req'd Beam Size: / 0 ER1 RDL 0.255 0.120 Req'd S= 7.17 1.79 defl dl=, 0.03 (0..02) 4 8 ✓ 0 'RLL 0.340 0.160 Req'd I= 17.92 10.08 defl t1= 0.06 (0.04) { OF #1 } 0 Uplift 'WL 0.163 0.000 8.00 95 -1,500 1,800 240 2.00 N/A 33% Cond. DL -0.040 0.000 3.50 96 1,490 10.44 total 0.123 0.000 7.25 Req'd A= 5.33 2.93 Act'l I=. 111.15 0 RWL 0.694 0.326 Req.'d S= 5.97 1.49 defl wl,=, 0.08 -0.04 0' RDL -0.170 -0.080 Req'd I= 15.77 8.87 0 ------------------------------------------------------------------------------------------------------------ Case 2 Uniform load plus center load SHEET; DL 0.024 0.432 8.00 85 1,350 1,600 240' N/A N/A 25% FR1 LL 0.000 0.57.6 5.50 0 1,350 0.00 BEAM; total 0.024 1.008 11.50 Req'd A= 8.15 Act'l I=' 697.07 Req'd Beam Size: / 0 PL1 ROL 0.312 'Req'd S= 15.70 defl dl".0.01 6 12 v 0 RLL '0.288' Req'd I= 32.49 defl t1= � 0.02 { OF #1 } 0 b' = 2.00 FcPERP = 625 Check: 2Fvb'd/3 = 1.303' 0 lb = 2.00 (b'*(lb-.125)*.FCPERP) 2.344• 0 Uplift WL 0.000 1.175 8.00 85 1,350 1,600 240 N/A 33% . Cond. DL -0.016 -0.288 5.50 96 1,350 7:84 . total -0.016 0.887 11.50 Req'd A= 5.24 Act'l 1= 697.07 .0 RWL 0.588 Req'd S= 11.00 defl w1= 0.02 0 RDL -0.208 Req'd I= 23.24 0 Girt -WL 0.035 0.000 8.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 96 1,350 .'7.84 total 0.035 0.000 5.50 Req'd A= 1.66 Act'l I= 159.44 0 RWL 0.142 Req'd S= 1.89 defl wl= 0.01 0 Req'd I= 5.10 0 S t 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 2 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors- . (klf) (k) b/d (,in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d = G/L Case 1 Uniform Load SHEET; DL 0.132 N/A 16.00 85 1,350 1,600 240 N/A N/A 25% FR1 LL 0.144 N/A 5.50 0 1,350 0.00 BEAM; total 0.276 N/A 11.50 Req'd A= 27.44 Act'l I= 697.07 Req'd Beam Size: 0 PL2 RDL 1.056 Req'd S= 62.81 defl dl= 0.17 6 12 0 RLL 1.152 ' Req'd I= 317.95 defl t1= 0.36 { OF #1 }` 0 Axial DLComp•. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.86 fc 29 K = 27.91 DLTen. 0.00 F'c 886 le/d = 16.70 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.554 0 LLTen. 0.00 ft 29 J = 0.34 (fb-ft)/F'b" < 1 0.501 0 WLTen. 1.86 ft/Ft + fb/Fb < 1 0.562 0 V = 2.00 FcPERP = 625 (b'*(lb-.125)*FCPERP) = 2.344 0 lb = 2.00 Uplift WL 0.294 16.00 85 1,350 1,600 240 N/A 33% Cond. DL -0.088 5.50 192 1,339 11.09 total 0.206 11.50 Req'd A= 19.22 Act'l I= 697.07 0 RWL 2.350 Req'd S= 44..37 defl w1= 0.39 0 RDL -0.704 Req'd I= 237.04 0 Girt WL 0.035 16.00 85 1,350 1,600 240 N/A 33% C6nd. 11.50 192 1,339 11.09 total, 0.035 5.50 Req'd A= 3.54 Act'l I= 159.44. 0 RWL 0.283 Req'd S= 7.63 "defl w1= 0.20 0 Req'd I= 40.78 0 ------------------------------------------------------------------------------------------------------------ Case 2 Uniform load plus center load SHEET; DL 0.075 0.060 8.00 85 1,350 1,600 240 N/A. N/A 0% FR1 LL 0.000 0.200 5.50 0 1,350 .0.00 BEAM; total 0.075 .0.260 11.50 Req'd A= 6.32 Act'l I= 697.07 Req'd Beam Size: / 0 OG9 RDL 0.330 Req'd S= 9.96 defl dl= , 0.01 6 1.2 _ / 0 RLL 0.100 Req'd I= 18.29 defl tl 0.01 { OF #1 } VVV 0 d' = 4.00 FcPERP = 625. Check: 2Fvb'(d-((d-d')/d')e)/3 = 1.360 0 lb = 2.00 e = 4 (b'*(lb-.125)*FcPERP) = 2.344 0 b' = 2.00 Girt WL 0.111. 0.000 4.00 85 1,350 .1,600 240 N/A 33% Cond. 11.50 48 1,350 5.54 total 0.111 0.000, 5.50.Req'd A= 2.26 Act'l I= 159.44 .0 , RWL 0.221 Req'd S= 1.48 defl wl 0.00 0 . Req'd I= 1.99 0 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 3, 03 -Sep -92 Load Unif. Point Length Fs (psi) Fb E (ksi) L/7' a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k)• b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L . Case 1 Uniform Load SHEET;.* DL- 0.075 N/A 16.00 85 1,350 1,606 240 N/A N/A 0% FR1 LL 0.000 N/A 5.50 0 1,350 0.00 BEAM; total 0.075 N/A 11.50 Req'd A= 9.32 Act.'l I= '697.07 Req'd Beam Size: 0 OG10 ROL 0.600 Req'd S= 21.33 defl�dl= 0.10. 6 • 12 .Z 0 RLL 0.000 Req'd I= 86.40 defl tl 0.10 { OF #1 } 0 Axial DLComp. 0.00 Fc 925- 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.48 fc 23 K = 27.91 - OLTen. 0.00 F'c 886 le/d = 16.70 Check: fc/F'c + fb%(F'b-Jfc) < 1 0.203 0 LLTen. 0.00 • ft 23 J = 0.34 .(fb-ft)/F'b < 1 0.159 0 WLTen. 1.48 a ft/Ft + fb/Fb < 1 0.211 0 d' = •5.00 FcPERP = 625 2Fvb(d-((d-d')/d')e)/3 7.106 0 lb = 2.00 e = 3 (b*(lb-:125)*FcPERP) 6:445 0 Girt WL 0.111 16.00 85 1,350 1,600 240, N/A" 33% Cond. 11.50 192 1,339 11.09 total 0.111 5.50 Req'd A= 11.07 • Act'l I= 159.44 0 RWL 0.885 Req'd S 23.86 defl wl=' 0.64 0 Req'd I= 127.44 0 Case 1 Uniform Load SHEET; DL 0.135 N/A 13.00 85 1,350 1,600 240 N/A N/A 0% FR1 LL 0.200 N/A 5.50 0 1,350 0.00 BEAM; total 0.335 N/A 9.50, Req'd A= 33.75 Act'l I= 392.96 Req'd Beam Size: / 0 OG21 RDL 0.878 Req'd S= .62.91 defl dl= 0.14 6 , 10 ./ 0 RLL 1.300 Req'd I= 207.•00 defl t1= 0.34 { OF #1 } 0 Axial- OLComp. 0.00 Fc 925 , 0 Loads; LLComp. 0.00 Ft 675 .' Ke = 1.0 0 WLComp. 2.72 fc 52 K = 27.91 DLTen. 0.00 F'c 888 le/d = 16.42 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.829 0 LLTen. 0.00 ft 52 J = -0.32 (fb-ft)/F'b < 1 0.722 0 WLTen. 2.72 ft/Ft + fb/Fb < 1 0.838 0 b' = 2.00 FcPERP = 625 (b'*(lb-.125)*FcPERP) = 2.344 0 lb = 2.00 Girt WL 0.155 4.00' 85 1,350 1,600 240 N/A 33% , Cond. 9.50 48 1,350 5.06 total 0.155 5.50 Req'd A= 3.17 Act'l I= 131.71. 0 RWL 0.310 t Req'd S= 2.07 defl wl= 0.00 0 Req'd I= 2.79 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 4 I w V Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I" b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL . 0.075 N/A 9.25 95 1,500 1,800 240 N/A N/A 0% FR1 LL 0.000 N/A 3.50 0 1,500 0.00 BEAM; total 0.075 N/A 5.50 Req'd A= 4.93 Act'l I= 48.53 Req'd Beam Size: 0 3G1 RDL0.347 Req'd S= 6.42 defl d1= 0.14 4 6 0 RLL 0.000 Req'd I= 14.84 defl tl= 0.14 { DF #1 } 0 Axial DLComp. 0.00 Fc 925 ) X �/ 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 i!/ii�5 0 WLComp. 2.14 fc 111 K = 29.60 DLTen. 0.00 F'c 858 le/d = 20.18 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.507 0 LLTen. 0.00 ft 111 J = 0.49 (fb-ft)/F'b < 1 0.290 0 WLTen. 2.14 ft/Ft + fb/Fb < 1 0.528 0 b' = 2.00 FcPERP = 625 2Fvb'd/3 = 0.697 0 lb = 2.50 (b'*(.1b-.125)*FcPERP) = 2.969 0 Girt WL 0.097 9.25 95 1,500 1,800 240 N/A 33% Cond. 5.50 111 1,500 8.94 total 0.097 3.50 Req'd A= 4.98 Act'l I= 19.65 0 RWL 0.448 Req'd S= 6.23 defl w1= 0.45 0 Req'd I= 19.15 0 .Case 1 Uniform Load SHEET; DL 0.060 N/A 10.00 85 1,350 1,600 240 N/A N/A 25% FR2 LL 0.080 N/A 5.50 48 1,350 5.92 BEAM; total 0.140 N/A 11.50 Req'd A= 7.99 Acyl I= 697.07 Req'd Beam Size: 0 EPL3 RDL 0.300 Req'd S= 12.44 defl d1= 0.01 6 12 0 RLL 0.400 Req'd I= 39.38 defl tl= 0.03 { DF #1,} 0 b' = 2.75 FcPERP = 625 Check: 2Fvb'd/3 = 1.792 0 lb = 4.00 (b'*()b-.125)*FcPERP) = 6.660 0 Uplift WL 0.163 10.00 85 1,350 1,600 240• N/A 33% Cond. DL -0.040 5.50 120 1,350 8.76 total 0.123 11.50 Req'd A= 6.61 Act'l I= 697.07 0 RWL 0.816 Req'd S= 10.29 defl wl= 0.03 0 RDL -0.200 Req'd I= 34.65 0 Girt WL 0.035 10.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 120 1,350 8.76 total 0.035 5.50 Req'd A= 2.13 Act'l I= 159.44 0 RWL 0.177 Req'd S= 2.96 defl w1= 0.03 0 Req'd I= 9.96 0 03-Sep-92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 5 kv, g Load. Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load. (ft) Lat Supt F'b Cs (ft) (ft) ,Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.048 N/A 10.00 85 1,350 1,600 240 N/A N/A 0% FR2 LL 0.160 N/A 5.50 • 0 1,350 0.00 BEAM; total 0.208 N/A 7.50 Req'd A= 16.06 Act'l I= 193.36 Req'd Beam Size:0 J2 ROL 0.240 Req'd S= 23.11 defl dl= 0.03 6 8 ✓ 0 RLL 0.800 Req'd I= 58.50 defl t1= - 0.15 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 2.00 fc 48 K = 27.91 DLTen. 0.00 F'c 892 le/d = 16.00 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.507 0 LLTen. 0.00 ft 48 J = 0.30 (fb-ft)/F'b < 1 0.412 0 WLTen. 2.00 ft/Ft + fb/Fb < 1 0.520 0 d' = 7.00 FcPERP = 625 (2*b*d'*Fv/3)*(d'/d) = 2.036 0 lb = 1.25 (b*(lb-.25)*FcPERP) = 3,438 0 ------------------------------------------------------------------------------------------------------------ Case 1 Uniform Load *****NOTE THAT THE ALLOWABLE SHEAR STRESS HAS BEEN***** *****DOUBLED AT THE TENON ---- INSPECTION REQUIRED***** SHEET; OL 0.048 N/A 9.00 85 1,350 1,600 240 N/A N/A 0% FR2 LL 0.160 N/A 5.50 0 1,350 0.00 BEAM; total 0.208 N/A 7.50 Req'd A= 14.22 Act'l I= 193.36 Req'd Beam Size:/ 0 J7 RDS. 0.216 Req'd S= 18.72 defl dl= 0.02 6 8 ✓ 0 RLL 0.720 Req'd I= 42.65 defl tl= 0.10 { OF #1 } 0 Axial OLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 4.64 fc 112 K = 27.91 DLTen. 0.00 F'c 903 le/d = 14.40 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.494 0 LLTen. 0.00 ft 112 J = 0.20 (fb-ft)/F'b < 1 0.280 0 WLTen. 4.64 ft/Ft + fb/Fb < 1 0.530 0 d' = 7.00 FcPERP = 625 Fv' = 170 (2*b'*d'*Fv'/3)*(d'/d) = 1.481 0 lb = 1.25 b' = 2.00 (b%*0 b-.25)*FcPERP) = 1.250 0' ------------------------------------------------------------------------------------------------------------ 'f 03-Sep-92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 6 Load Unif. Point Length Fs (psi) Fb E (ksi) L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs . (ft)* (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I % b&d for sawn lumber. b&d = G/L Case 1 Uniform Load SHEET;- DL 0.142 N/A 14.00 85 1,350 1,600 240 N/A N/A 25% FR3 LL 0.125 N/A 5.50 0` 1,350 0.00 BEAM;. total 0.267 N/A 11.50 Req'd A= 22.75 Act'l I= 697.07 Req'd Beam Size: / 0 EPL1' RDL 0.992 Req'd S= 46.47 defl dl= 0.11 6 12 0 RLL 0.875 Re,q'd I= 205.86 defl tl= 0.21 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke.= 1.0 p 0 WLComp. 4.2T fc 68 K = 27.91 DLTen. 0.00 F'c 902 le/d = 14.61 Check: fc/F'c +`fb/(F'b-Jfc) < 1 0.462 0 LLTen. 0.00 ft• 68 _ J'= 0.21 (fb-ft)/F'b < 1 0.343, 0 WLTen. 4.27 ft/Ft + fb/Fb < 1 0.483 0 V = 2.75 FcPERP = 625 (b'*(lb-.125)*FcPERP) = 3.223 0 lb = 2.00 Uplift WL 0.255 14.00 85 1,350 1,600 240 N/A 33% Cond. OL 0.095 5.50 168 1,341 10.37 total 0.161 11.50 Req'd A= 12.87 Act'l I= 697.07 0 RWL 1.785 Req'd S= 26.45 defl w1= 0.20 0 RDL =0.661 Req'd.I= 123.87 0 Girt WL 0.071 14.00 85 1,350 1,600 240 N/A 33% Cond., 11.50 168 1,341 10.37 total 0.071 5.50 Req'd A=, 6.15 Act'l I= 159.44 0 RWL 0.496• Req'd S= 11.67 defl w1= 0.24 0 Req'd I= 54.64 0 ------------------------------------------------------------------------------------------------------------- Case 1 Uniform Load SHEET; DL 0.212 N/A 16.00 85 1,350 1,600 240 N/A N/A 25% FR3 LL 0.200 N/A 5.50 0 1,350 0.00 BEAM; total 0.412 N/A 11.50 Req'd A= 40.97 Act'l I= 697.07 Req'd Beam Size: 0 RB2; RDL 1.697 Req'd S= 93.78 defl d1= 0.28 6 12 ✓ 0 RLL 1.600 Req'd I= 474.78 defl tl= 0.54 { OF #1 } 0 V = 2.75 FcPERP = 625 Check: (b�*(lb-.125)*FcPERP) = 6.660 0 lb = 4.00 Uplift WL- 0.408 16.00 85 1,350 1,600 240 N/A 33% Cond. DL -0.141 5.50 192 1,339 11.09 total 0.267 11.50 Req'd A= 24.91 Act'l I= 697.07 0 RWL 3.264 Req'd S= 57.49 defl wl=, 0.54 0 RDL -1.131 Req'd I= 307.10 0 -----------------------------------------------------------------------------------=------------------------ 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 7�• Load Unif. Point Length Fs (psi) Fb E (ksi) L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b. Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I % b&d for sawn lumber b&d - G/L Case 1OUniform load plus Three evenly spaced point loads SHEET; DL 0.022., 0.480 16.00 85 1,900 1,700 240 N/A N/A 0% FR3 LL 0.000 1.600 7.50 0 1,900 0.00 ~. BEAM; total 0.022 2.080 11.50 Req'd A= 57.81 Act'l I= 950.55 Req'd Beam Size: ,� 0 MG2 •RDL 0.897 Req'd S= 109.57 defl d1= ' 0.12 8 12 •0 RLL 2.400 Req'd I= 559.64 deft -t1= 0.41 {OENSEsD.E:SS-} 0 d' = . 5.00 FcPERP = 625 Check: 2Fvb'(d-((d-d')/d')e)/3 = 3.876 0 lb = 3:00 e = 3 (b'*(lb-.125)*FcPERP) = 5.391 0 = 3.00 CM = 5.177 S top > Req'd S 0 bn = 5.00 'Ixn = 767.94 do = 1.00 S top = 121.46 Case 1 Uniform Load SHEET; DL 0.180 N/A 14.00 85 1,350 1,600 240 N/A N/A 25% FR4 LL -0.240 N/A 5.50 0. 1,350 0.00 - BEAM; total• 0.420 N/A 11.50 Req'd A= 35.82 Act'l I= 697.07 Req'd Beam Size: 0 PL1 RDL, 1.260 Req'd S= .73.17 defl dl= 0.14 6 12 / 0 RLL- 1.680 Req'd I= 324.14 defl tl= 0.33 { DF #1 } v 0 b' = 2.75 FcPERP = 625- Check: (b'*(lb '.125)*FcPERP) = '3.223 0 lb = • 2.00 Uplift WL 0.490 14.00 85 1,350 1,600 240 N/A 33% Cond. DL- -0.120 5.50 168 1,341 10.37 total 0.370 11..50 Req'd A= 29.63 Act'l I= 697.07 0 RWL 3.427 Req'd S= 60.91 defl w1= 0.38 0 RDL -0.840 Req'd I= 285.24 0 Case 1 Uniform Load SHEET; DL 0.096 N/A 14.00 85 1,350 1,600 240 N/A N/A 0% FR4" LL 0.320 N/A 5.50 0 1,350 ' 0.00• BEAM; total 0.416 N/A 11.50 Req'd A= 44.35 Act'l I= 697.07 Req'd Beam Size: / 0 OG1 RDL 0.672 Req'd S= 90.60 defl dl= • 0.07 6 12 ✓ 0 RLL 2.240- Req'd I= 321.05 defl tl= 0.32 { DF #1 } 0 b' _ 2.75 FcPERP = 625 Check: (b'*(lb-.25)*FcPERP) 3.008 0 lb = 2.00 CM = 5.389 S top > Req'd S 0 bn = 4.25 Ixn = 609.93 ' do = 7.00 S top = 99.80 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 8 Load Unif. Point Length Fs (psi). Fb E (ksi) L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.114 N/A 14.00 85 1,350 1,600 240 N/A N/A 25% FR4 LL 0.120 N/A _ 5.50 0 1;350 0.00, BEAM; total 0.234 N/A 11.50 Req'd A= 19.96 Act'l I= 697.07 Req'd Beam Size: 0 EPL1 ROL 0.798 Req'd S= 40.77 defl dl= 0.09 6 12 0 RLL 0.840 Req'd I= 180.59 defl t1= 0.18 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.14 fc 18 K = 27.91 DLTen. 0.00 F'c 902 le/d = 14.61 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.357 0 LLTen. 0.00 ft 18 J = 0.21 (fb-ft)/F'b < 1 0.326 0 WLTen. 1.14 ft/Ft + fb/Fb < 1 0.363 0 d' = 5.00 FcPERP = 625 2Fvb(d-((d-d')/d')e)/3 = 2.678 0 lb = 2.00 e = 4 (b*(lb-.125)*FcPERP) = 2.930 0 b' = 2.50 Uplift WL 0.245 14.00 85 1,350 1,600 240 N/A 33% Cond. DL -0.076 5.50 168 1,341 10.37 total 0.169 11.50 Req'd A= 13.53 Act'l I= 697.07, - 0 RWL .1.714 Req'd S= 27.82 defl wl= . 0.19 0 RDL -0.532 Req'd I= 130.27 ,0 Girt WL 0.071 14.00 85 1,350 1,600 240 N/A 33% Cond.. 11.50 168 1,341 10.37 total 0.071 5.50 Req'd A= 6.15 Act'l I= 159.44 0 RWL 0.496 Req'd, S= 11.67 defl w1= 0.24 0' Req'd I= 54.64 + 0 Case 1 Uniform Load SHEET; DL 0.096 N/A 14.00 85 1,350 1,600• 240 N/A N/A 0% FR4 LL 0.080 N/A 5.50 0 1,350 0.00 BEAM;- total- 0.176 N/A 11.50 Req'd A= 18.76 Act'l I= 697.07 Req'd Beam Size: / 0 EOG1 RDL 0.672 Req'd S= 38.33 defl dl= 0.07 6 12 1/ 0 RLL 0.560 Req'd I= 135.83 defl t1= 0.14 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0' WLComp. 2.56 fc 40 K = 27.91 OLTen. 0.00 F'c 902. le/d = 14.61 Check: fc/F'c i- fb/(F'b-Jfc) < 1 0.363 0 LLTen. - 0.00 ft- 40 J = 0.21 (fb-ft)/F'b <'1 0.286 0 WLTen. 2.56 ' ft/Ft + fb/Fb < 1 0.376 0 CM = 4.889 S top > Req'd,S 0 bn = 3.00 Ixn = 503.13 do = 7.00 S top = 76.11 Girt WL 0.106 ' 14.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 168 1,341 10.37 total 0.106 5.50 Req'd A= . 9.22 Act'l I= 159.44 0 RWL 0.743 Req'd S= 17.50 defl w1= 0.36 0 Req'd I= 81.96 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 9 R� - 'IZ -Load Unif. Point Length Fs (psi) Fb E (ksi) L/7 a b Allow. Member Case Load Load (ft) lat Supt F'b Cs (ft)" (ft) Stress Errors (klf) (k} b/d (in) (in) .(psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 7 Uniform Load With Overhang & End Point Load SHEET; DL 0.060 0.000 ,8.00 95 1,500 1,800 240 1.50 N/A 25% FR4 LL 0.080 0.000 3.50 0 1,500 0.00 BEAM; total 0.140 0.000 7.25 Req'd A= 6.25 1.47 Acyl I= 111.15 Req'd Beam Size: / 0 ER2 RDL 0.248 0.090 Req'd S= 7.17 .1.01 defl dl 0.03 (0.01) 4 8 V/ 0 RLL 0.331 0.120 Req'd I= 17.92 9.03 defl tl= 0.06 (0.03) { OF #1 } 0 Uplift WL 0.163 0.000 8.00 95 1,500 1,800 240 1.50 N/A 33% ` Cond. OL -0.040 0.000 3.50 96 1,490 10.44 total 0.123 0.000 7.25 Req'd A= 5.17 2.19 Act'l I= 111.15 0 RWL 0:676 0.245 Req'd S= 5.97 •0.84 defl w1= 0.08 -0.04 0 RDL -0.166 -0.060 Req'd I= 15.77 7.94 0 ------------------------------------------------------------------------------------------------------------ Case 1 Uniform Load SHEET; DL 0.048 N/A 8:00 ,95 1,500 1,800 240 .N/A N/A 0% FR4 LL 0.000 N/A 3.50 0 1,500 0.00 ' BEAM;, total 0.048 N/A 5.50 Req'd A= 2.68 Act'l I= 48.53 Req'd Beam Size: 0 . 2G1 RDL 0.192 Req'd S= 3.07 defl dl 0.05 4 6 0 RLL 0:000 Req'd I= 6.14 defl tl= 0.05 { OF #1 } 0 Axial DLComp. 0.00 Fc 9250 ��Loads; LLComp. 0.00 Ft 675 Ke = 1.0 - 0 WLComp.• 2.56 fc 133 K = 29.60 DLTen. 0.00 F'c 888 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.329 0 LLTen. 0.00 ft .133 J = 0.35 (fb-ft)/F'b < 1 0.085 0 .WLTen. 2.56 ft/Ft + fb/Fb < 1 0.371 0 b' 2.00 FcPERP =, 625 2Fvb'd/3 = 0.697 0 lb = 2.50 (b'*(lb-:125)*FcPERP) = 2.969 0 Girt WL 0.071 4.00 95 1,500 1,800 240 N/A 33% Cond. 5.50 48 1,500 5.88 total 0.071 3.50 Req'd A= 1.44 Act'l I= 19.65 0 RWL 0.142 Req'd S= 0.85 defl wl 0.01 0 Req'd I= 1.13 0 ------------------------------------------------------------------------------------------ ----------------- Case 1 Uniform Load SHEET; DL 0.048 N/A 8.00 95 1,500 1,800 240 N/A N/A 0% FR4. LL 0.000 N/A 3.50 0 1,500 0.00 BEAM; total 0.048• N/A 5.50 Req'd A= 2.68 Act'l I= 48.53 Req'd Beam Size: 0 G1 RDL 0.192 Req'd S= 3.07 defl d1= 0.05 4 6/ 0 RLL ,.0.000 Req'd I= 6.14 defl t1= 0,05 { OF #1 } ✓/ 0 b' = 2.00 FcPERP = 625 Check: 2Fvb'd/3 = 0.697 0 lb = 2.50 (b'*.(lb-.125)*FcPERP) 11=.. 112.969 0 Girt WL, 0.071 8.00 95 1,500 1,800 240 N/A 33 X Cond. 5.50 96 1,500 8.31 , total 0.071 3.50 Req'd A= 3.12 Act'l I 19.65 0 RWL 0.283 Req'd S= 3.41 defl•wl= 0.18 0 Req'd I= 9.06 0 ---------------------------------------------------------=------=----------------=-------------------------- 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 10' Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt Ob' Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I % b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.048 N/A 15.10 95 1,500 1,800 240 N/A N/A s / y 1 FR4 LL 0.000 N/A 3.50 0 1,500 0.00 t/✓ 6, / BEAM; total 0.048 N/A 5.50 Req'd A= 5.37 Act'l I=48.53 Req'd Be m Size: 0 2G3 RDL 0.362 Req'd S= 10.94 defl d1= 0.64 4 6 0 RLL 0.000 Req'd I= 41.32 defl tl 0.64 { OF #1 } 0 b' = 2.00 FcPERP = 625 Check: 2Fvb'd/3 = 0.697 0 lb = 2.50 (b'*(lb-.125)*FcPERP) = 2.969 0 Case 1 Uniform Load SHEET; DL 0.084 N/A 12.00 85 1,350 1,600, 240 N/A N/A 0% FR4 LL 0.080 N/A 5.50 0 11350 0.00 BEAM; total 0.164 N/A 11.50 Req'd A= 14.59 Act'l I= 697.07 Req'd Beam Size:. / 0 OG3 ROL 0.504 Req'd S= 26.24 defl d1= 0.04 6 • 12 ✓ 0 RLL 0.480 Req'd 1= 79.70 defl tl 0.07 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 . Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 4.64 fc 73 K = 27.91 DLTen. 0.00 F'c 913 le/d = 12.52 Check: fc/F'c + fb/(F'b-Jfc) < 1. 0.298 0 LLTen. 0.00 ft 73 J 0.09 (fb-ft)/F'b < 1 0.162 0 WLTen. 4.64 ft/Ft + fb/Fb < 1 0.325 0 d' = 10.00 FcPERP = 625 (2*b'*d'*Fv/3)*(d'/d) = 0.986 0 lb = 2.50 b' _ 2.00 -(b'*(1b-.25)*FcPERP) = 2.813 0 CM = 5.618 S top > Req'd S 0 bn = 5.00 Ixn = 664.02 do = 7:00 S top = 112:89 Girt WL 0.071 12.00 85 1,350 1,600 240 N/A 33% , Cond. 11.50 144 1,350 .9.60 total 0.071 5.50 Req'd A= 5.21 Act'l I 159.44 0 RWL 0.425 Req'd S= 8.52 defl wl= 0.13 0 Req'd I= 34.41 0 ---------------------------------------- ------------------------------------------------------------------- Case 1 Uniform Load SHEET; DL .0.048 N/A 12.00 85 1,350 1,600 240 N/A N/A 0% FR4 LL 0.160 N/A 5.50 0 1,350 0.00 BEAM; total 0.208 N/A 7.50 Req'd A= 19.73 Act'l 1= 193.36 Req'd Beam Size: / 0 J2 RDL . 0.288 Req'd S= 33.28 defl dl= 0.07 6' 8 ✓ 0 RLL 0.960 Req'd I= 101.09 defl tl=' 0.31 { OF #1 } 0 d' 7.00 FcPERP = 625 Check: (2*b*d'*Fv/3)*(d'/d) = 2.036 0 lb = 1.25 (b*(lb-.25)*FcPERP) = 3.438 0 -------------------------------------------------------------------------------------------=-------- ------ 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 11 Load Unif. Point Length Fs (psi), Fb E (ksi)L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.048 - N/A 12.00 95 1,500 1,800 240 N/A N/A 0% FR4 LL 0.000 N/A 3.50 0 1,500 0.00 L,,JA-J BEAM; total 0.048 N/A '5.50 Req'd A= 4.20 Act'l I= 48.53 q'd Beam Size: 0 G7 RDL 0.288 Req'd S= 6.91 defl d1= 0.26 4 6 0 RLL 0.000 Req'd I= 20.74 defl t1= 0.26 { OF #1 } 0 b' = 2.00 FcPERP = 625 Check: 2Fvb'd/3 = 0.697 0 lb = 3.00 (b'*(lb-.125)*FcPERP) = 3.594 0 Girt WL 0.035 12.00 .95 1,500 1,800 240 N/A 33% Cond. 5.50 144 1,491 10.18 total 0.035 3.50 Req'd A= 2.40 Act'l I= 19.65 0 RWL 0.212 Req'd S= 3.85 defl wl= 0.47 0 Req'd I= 15.29 0 ------------------------------------------------------------------------------------------------------------ Case 1 Uniform Load ' SHEET; DL 0.258 N/A 14.00 85 1,350 1,600 240 N/A N/A 25% FR5 LL 0.280 N/A 5.50 0 1,350 0.00 BEAM; total 0.538 N/A 11.50 Req'd A= 45.89 Act'l I= 697.07 Req'd Beam Size:0 PL3 RDL 1.806 Req'd S= 93.73 defl d1= 0.20 6 12 ✓ 0 RLL 1.960 Req'd I= 415.20 defl t1= 0.42 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.86 fc 29 K = 27.91 DLTen. 0.00 F'c 902 le/d = 14.61 Check: ,fc/F'c + fb/(F'b-Jfc) < 1 0.809 0 LLTen. 0.00 ft 29 J = 0.21 (fb-ft)/F'b < 1 0.756 0 WLTen. 1.86 ft/Ft + fb/Fb < 1 0.817 0 b' = 2.00 FcPERP = 625 ,(b'*(lb-.125)*FcPERP) = 4.844 0 lb = 4.00 Uplift WL 0.571 14.00 85 1,350 1,600 240 N/A 33% Cond. OL -0.172 5.50 168 1,341 10.37 total 0.399 11.50 Req'd A= 32.00 Act'l I= 697.07 0 RWL 3.998 Req'd S= 65.78 defl w1= 0.44 0 RDL -1.204 Req'd I= 308.08 0 Girt WL 0.071 14.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 168 1,341 10.37 total 0.071 5.50 Req'd A= 6.15 Act'l I= 159.44 0 RWL 0.496 Req'd S= 11.67 defl wl= 0.24 0 Req'd I= 54.64 0 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 12�' Load Uni'f. Point Length Fs (psi) Fb . E.(ksi) Ln a b -Allow. Member, Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.120 N/A 14.00 85. 1,350 ,1,600 240 N/A N/A 0% FR5 LL 0.240 N/A 5.50 0 1,350 0.00 BEAM; total 0.360 N/A 11.50 Req'd A= 38.38 Act'l I= 697.07 Req'd Beam Size: ✓ 0 OG5 `RDL 0.840 Req'd S= 78.40 defl dl=• 0.09 6 12 0 RLL 1.680 Req'd I= 277.83 defl tl=. 0.281 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0' Loads; LLComp. 0.00' Ft 675 Ke = 1.0 0 WLComp. 3.28• fc 52 K = 27.91 . DLTen. 0.00 F'c 902 le/d = 14.61 Check: fc/F'c'+ fb/(F'b-Jfc) < 1 0.710, 0 LLTen. 0.00 ft*` 52 J = 0.21 (fb-ft)/F'b < 1 0.608 0 WLTen. 3.28 ft/Ft + fb/Fb < 1 0.724 0 V = 2.00 FcPERP'= 625 (b'*(lb-.125)*FcPERP) = 3.594 0 lb = 3.00 CM = 5.389 S top > Req'd S 0 bn = 4.25 Ixn = 609.93 do = 7.00 S top = 99.80 Girt WL 0.071 14.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 168 1,341 10.37 total 0.071 5.50 Req'd A= 6.15 Act'l I= 159.44 0. RWL 0.496 Req'd S= 11.67 defl w1= 0.24 0 Req'd I= 54.64 0 ------------------------------------------------------------------------------------------------------------ - 1 • t 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 13 I Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a' b Allow. Member. Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I, b&d for sawn lumber b&d - G/L'• Case 1 Uniform Load SHEET; DL 0.048 N/A 12.00 85 1,350 1,600 240 N/A N/A 0% FR5 LL 0.000 N/A 5.50 0 1,350 0.00 BEAM; total 0.048 N/A .11.50 Req'd A= 4.27 Act'l I= 697.07 Req'd Beam Size: 0 PL4 ROL 0.288 Req'd S= 7.68 defl dl=' 0.02 6 12 0 RLL 0.000 Req'd I= 23.33 defl tl= 0.02 { OF #1 } 0' Axial •DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke 1.0 0 WLComp. 2.88 fc 46 K = 27.91 OLTen-. 0.00 F'c 913 le/d = 12.52 Check: fc/F'c + fb/,(F'b-Jfc) < 1 0.113 0 LLTen. 0:00 ft 46 J 0.09 (fb-ft)/F'b < 1 0.030 0 WLTen. 2.88 ft/Ft + .fb/Fb < 1 0.131 0 Girt WL . 0.071 12.00 85 1,350 1,600 240 N/A 33% Cond. `a 11.50 144 1,350 9.60 total 0.071 5.50 Req'd A= 5.21 Act'l I= 159.44 0. RWL 0.425 Req'd S= 8.52 defl wl= 0.13 0 Req'd I= 34.41 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 14 �ev - Load Unif. Point Length Fs (psi) • Fb E (ksi) L/1 a b Allow. Member Case Load Load •(ft) Lat Supt F'b• Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) • Increase b,d,A,S&I b&d for sawn lumber Md - G/L Case 1 Uniform Load SHEET; OL 0.114 N/A 12.00 85 1,350 1,600 240 N/A N/A 25% FR5' LL 0.080 N/A 5.50 0 1,350 0.00 BEAM; total 0.194 N/A 11.50 Req'd A= 13.81 Act'l I= 697.07 _ Req'd Beam Size: , / 0 OG6 RDL 0.684 Req'd S= 24.83 defl dl= 0.05 6 12 0 RLL 0.480 Req'd I= 94.28 defl tl= 0.08 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 '0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 4.98 fc 79 K = 27.91 OLTen." 0.00 F'c 913• le/d = 12.52 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.292 0 LLTen. 0.00 ft 79• J = 0.09 (fb-ft)/F'b < 1 0.158 0 ..WLTen. 4.98 ft/Ft + fb/Fb < 1 0.321 0 - d' = 6.00 FcPERP = 625 (b'*(lb-.25)*FcPERP) = 2.813 0 lb = 2:50 b' = 2.00 Girt WL 0.097 12.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 144 1,350 9.60 total 0.097 5.50 Req'd A= ' 7.16 Act'l '1 159.44 0 RWL 0.584 Req'd S= 11.71 defl wl= 0.18 - 0 Req'd I= 47.31 0 ------------------------ ----------------------------------------------------------------------------------- Case 1 Uniform Load SHEET; DL 0.138 N/A 16.00 85 1,350 1,600 240 N/A N/A 25% FR5 LL 0.120 N/A 5.50 0 1,350 •0.00 BEAM; total 0.258 N/A 11.50 Req'd A= 25.65 Act'l I= 697.07 Req'd Beam Size: / 0 EPL2 ROL 1.104 Req'd S= 58.71 defl dl 0.18 6 12 0 RLL- 0.960 Req'd I= 297.22 defl t1= 0.34 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0' Loads; LLComp. 0.00 Ft 675 Ke = 1.0 p WLComp. 0.34 fc 5 K = 27.91 , DLTen. 0.00 F'c 886 le/d = 16.70 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.491 0 LLTen. 0.00 ft 5 J = 0.34 (fb-ft)/F'b < 1 0.481. 0 WLTen. 0.34 ft/Ft + fb/Fb < 1 0.492 0 Uplift WL 0.245 16.00 85 1,350 1,600 240 N/A 33% . Cond. DL -0.092 "5.50 192 1,339 11.09 total 0.153 11.50 Req'd A= 14.28 Act'l I= 697.07 0 RWL 1.958 Req'd S= 32.95 defl w1= 0.32 0 RDL -0.736 Req'd I= 176.03 0 Girt WL 0.071 16.00 85 1,350• 1,600 240 N/A 33% Cond. 11.50 192 1,339 11.09 total 0.071 5.50 Req'd A= 7.08 Acyl I= 159.44 0 RWL 0.566 Req'd S= 15.27 defl wl=" 0.41 0 Req'd I= 81.56 0 -----------------------------------=------------------------------------------------------ =---------- ------- 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 15/ " Load Unif. Point Length. Fs (psi) Fb E (ksi} L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b • Cs ; (ft) (ft) Stress Errors (klf) (k) b/d (in) (in). (psi) Increase b,d,A,S&I k % b&d for sawn lumber b&d,-•G/L ` Case 1 Uniform Load SHEET; DL 0.036 N/A 16.00 95 1,500 1,800 240 N/A N/A W 0°/s,- / k FR5 LL 0.000 N/A 3.50 0 1,500 0.00 iP BEAM; total 0.036 N/A 5:50 Req'd A= 4.29 Act'l I= 48.53 R d BeK�1am Size: 0 Gil ROL 0.288 Req'd S= 9.22 defl dl= 0.61 4 6 0 RLL 0.000 Req'd I= 36.86 defl t1=. 0.61 { OF #1 } 0 ------------------------------------------------------------------------------------------------------------ Case 1 Uniform Load SHEET; DL 0.114 N/A 16.00 85 1,350 1,600 240 N/A N/V 25% FR7 LL 0.120 N/A 5.50 0 1,350 0.00 BEAM; total 0.234 N/A 11.50 Req'd A= 23.26 Act'l-I= 697.07 Req'd Beam Size:, / 0 EPL2 RDL 0.912 Req'd S= 53.25 defl dl= 0.15 6 12 V 0 RLL 0.960 Req'd I= 269.57 , defl t1= 0.31 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; iLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.14 fc 18 K = 27.91 DLTen. 0.00 F'c 886 le/d = 16.70 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.461 0 LLTen. 0.00 ft 18 J = 0.34 (fb-ft)/F'b < 1 0.429 •0 WLTen. 1.14 ft/Ft + fb/Fb <.1 0.466 0 b' = 3.50 FcPERP = 625 2Fvb'd/3 = 2.281 0 lb = 4.00 (b'*(1b=.125)*FcPERP) = 8.477 0 Uplift WL 0.245 16.00 85 1,350 1,600 240 N/A 33% Cond. DL -0.076 1 5.50 192 1,339 11.09 } total 0.169 11.50 Req'd A= 15.77 Act'l' I= 697.07 0 RWL 1.958 Req'd S= 36.40 defl w1= 0.32 0 RDL -0.608 Req'd I= 194.46 0 Girt WL 0.071 4.00 85 1,350 1;600 240. N/A 33% Cond. 11.50 48 1,350 5.54 total 0.071 5.50 Req'd A= 1.45 Act'l I= 159.44 0 RWL 0.142 Req'd S= 0.95 • defl wl= 0.00 0 Req'd I= 1.27 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 16 ' Load 'Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase b,d,A,S&I b&d for sawn lumber b&d - G/L Case 1 Uniform Load SHEET; DL 0.096 N/A 16.00 85 1,350 1,600 240 N/A N/A 0% FR7 LL 0.080 N/A 5.50 0 1,350 0.00 / BEAM; total 0.176 N/A 11.50 Req'd A= 21.87 Act'l I= 697.07 Req'd Beam Size: / 0 EOG3 RDL 0.768 Req'd S= 50.06 defl d1= 0.13 6 12 v 0 RLL 0.640 Req'd I= 202.75 defl tl= 0.23 { OF #1 } 0 Axial DLComp. 0.00 Fc 925 0 Loads; LLComp. 0.00 Ft 675 Ke = 1.0 0 WLComp. 1.42 fc 22 K = 27.91 DLTen. 0.00 F'c 886 le/d = 16.70 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.441 0 LLTen. 0.00.. ft 22 J = 0.34 (fb-ft)/F'b < 1 0.396 0 WLTen. 1.42 ft/Ft + fb%Fb < 1 0.446 0 d' = 5.00 FcPERP = 625 2Fvb(d-((d-d')/d')e)/3 = 5.891 0 lb = 4.00 e = 4 (b*.(lb-.125)*FcPERP) 13.320 0 bn = 3.00 CM = 4.889 S top > Req'd S 0 do = 7.00 Ixn = 503.13 S top = 76.11 Girt WL 0.106 4.00 85 1,350 1,600 240 N/A 33% Cond. 11.50 48 1,350 5.54 total 0.106 5.50 Req'd A= 2.17 Act'l I= 159.44 0 RWL 0.212 Req'd S= 1.42 defl wl= 0.00 0 Req'd I= 1.91 0 -------------------=---------------------------------------------------------------------------------------- Case 1 Uniform Load SHEET; DL 0.180 N/A 16.00 85 1,350 1,600 240 N/A N/A 25% FR7 LL 0.240 N/A 5.50 0 1,350 0.00 BEAM; total 0.420 N/A 11.50 Req'd A= 41.75 Act'l I= 697.07 Req'd Beam Size: 0 PL4 RDL 1.440 Req'd�S= 95.57 defl dl= 0.24 6 12 0 -RLL 1.920 Req'd I= 483.84 defl tl= 0.56 { OF #1 } 0 b' = 3.50 FcPERP = 625 Check: (b'*(lb-.125)*FcPERP) 11.758 0 lb = 5.50 Uplift WL 0.490 16.00 85 1,350 1,600 240 N/A 33% Cond. DL -0.120 5.50 192 1,339 11.09 total 0.370 11.50 Req'd A= 34.53 Act'l I= 697.07 0 RWL 3.917 0.096 Req'd S= 79.71 defl w1= 0.65 0 RDL -0.960 0.320 Req'd I= 425.78 p ------------------------------------------------------------------------------------------------------------ 0 03 -Sep -92 HAWS RESIDENCE HORIZONTAL FRAMING PAGE 17 }� Load Unif. Point Length Fs (psi) Fb E (ksi) L/7 a b Allow. Member Case Load Load (ft) Lat Supt F'b . Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) . (psi) Increase b,d,A,S&I LL 0.000 1.280 5.50 b&d for sawn lumber 0.00 b&d - G/L Case 1OUniform load plus Three evenly spaced point loads SHEET; DL 0.016 0.320 16:00 85 1,900 1,700 240 N/A N/A 0% 0% FR7 LL 0.000 1.280 5.50 0 1,900 0.00 0.00 a>b 1,500 BEAM; total 0.016 1.600. 11.50 Req'd A= 44.37 Act'l I= 697.07 Req'd Beam Size: ✓ 0 OG5 RDL 0.610 2.36 Act'l Req'd S= 84.13 defl dl= 0.11 6 12 0 0.432 RLL 1.920 Req'd S= Req'd I= 429.63 defl tl= 0.49 {DENSE OF SS`} 0 4 8 ✓ RLL b' = 2.75 FcPERP = 625 Check: (b'*(lb-.125)*FcPERP) = 3.223 0 = 2.036 0 tl= 0.62 lb = 2.00 CM = 5.110 S top > Req'd S 0 3.438 0 @SPAN @O -HANG bn = 3.50 Ixn = 548.88 ^ a, Uplift WL 0.163 0.000 14.10 ------------------------------------------------------------------------- do = 7.00 S top = 85.90 240 2.00 N/A 333%'X ------------ Case d Uniform Load SHEET; DL 0.048 N/A 12.00 85 1,350 1,600, 240 N/A N/A 0% FR10 LL 0.160 N/A 5.50 0.080 0 1,350 0.00 a>b 1,500 BEAM; total 0.208 N/A 7.50 Req'd A= 19.73 Act'l I= 193.36 Req'd Beam Size: 0 J2 RDL 0.288 2.36 Act'l Req'd S= 33.28 - defl d1= 0.07 / 6 8 0 0.432 RLL 0.960 Req'd S= Req'd'I= I= 101.09 defl t1= 0.31 { OF #1 } 0 4 8 ✓ RLL d' = 7.00 FcPERP = 625 Check: (2*b*d'*Fv/3)*(d'/d) = 2.036 0 tl= 0.62 (0. ) lb = 1.25 (b*(lb-.25)*FcPERP) 3.438 0 ------------------------------------------------------------------------------------------------------------ Case 3 Uniform load plus any point load SHEET; DL 0.048 0.120 12.00 85 1,350 1,600 240 6.50 5.50 0% FR10 LL 0.160 0.400 5.50 0.080 54 1,350 5.71 a>b 1,500 BEAM; total MOB 0.520 9.50 Req'd A= 24.09 Act'l I= 392.96 Req'd Beam Size: / J3 RDL 0.353 2.36 Act'l Req'd S= 47.05 defl d1= 0.05 6 10 ✓ 0.432 RLL 1.177 Req'd S= Req'd I= 134.48 defl tl= 0.21 { OF #1 } 4 8 ✓ RLL d' = 9.00 FcPERP = 625 Check: (2*b*d'*Fv/3)*(d'/d) = 2.657 tl= 0.62 (0. ) lb =. 1.25 (b*(lb-.25)*FcPERP) = 3.438 ------------------------------------------- Case 7 Uniform Load With Overhang & End Point Load SHEET; DL 0.060 0.000 .14.10 95 1,500 1,800 240 2.00 N/A 25% FR11 LL 0.080 0.000 3.50 0 1,500 0.00 BEAM; total 0.140 0.000 7.25 Req'd A= 11.65 2.36 Act'l I= 111.15. Req'd Beam Size: j R1 RDL 0.432 0.120 Req'd S= 22.27 1.79 defl d1= 0.27 (0.11) 4 8 ✓ RLL 0.575 0.160 Req'd I= 98.11 .40.57 defl tl= 0.62 (0. ) { OF #1 } @SPAN @O -HANG Vits ^ a, Uplift WL 0.163 0.000 14.10 95 1,500 1,800 240 2.00 N/A 333%'X Cond. DL -0.040 0.000 3.50 169 1,47.0 13.87 total 0.123 0.000 7.25 Req'd A= 9.64 2.93 Act'l I= 111.15 RWL 1.174 0.326 Req'd S= 18.79 1.51 defl wl= 0.73 -0.30 RDL ------------------------------------------------------------------------------------------------------- -0.288 -0.080 Req'd I= 86.34 35.70 0 0 0 0 0 0 0 0 0 0 0 010 i ' Load Unif. Point. Length •Fs (psi) Fb E (ksi) L/7 a b Allow.' Member Case Load Load• (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increaseb,d,A,S&I r b&d for sawn lumber b&d - G/L- Case 1 Uniform Load DL 0.007 N/A 2.00 78 710 873 240 N/A N/A 0% ' LL total` 0.013 0.020 N/A N/A 3.50 1.50 Req'd 0 A= 710 0.34 < 0.00 5.25 Act'l I= 0.98Re Beam Size: 0 RDL 0.007 Req'd S= 0.17 < 1.31 deft d1= 0.004 2 0 RCL 0.013 Req'dI=008<_0_98defttl= 001�. 0 Case Case 6 -------------------=-------- 2 -Span - Uniform Load -------------- --__--- -------- - -----_------ DL 0.007 , N/A .2.00 78 710 873 240 N/A N/A 0% LL 0.013 N/A 3.50 0 710 0.00 ' total 0.020 N/A 1.50 Req'd A= 0.43 Act'l I= 0.98Req'd Beam Size: 0 ' RDL 0.017 { @CENTER } Req'd S= 0.13 deft dl= 0.00 '; 4 2 0 RLL 0.033 { @ CENTER } Req'd I= 0.06 defl t1= 0.01 { RW CONST.} 0 ' Case 7 -------------------------------------------------- Uniform Load With Overhang & End Point Load ----- --------------------------------------------------- DL . 0.050 0.000 7.00 92° 1,548 1,746• 240 1.00 N/A 0% LL 0.100 0.000 1.50 0 3,548 0.00 total 0.150 0.000 7.25 Req'd A= 7.25 0.81 Acyl I=. 47.63 q'd Beam Size: 0 RDL 0.179. 0.050 Req'd S= 7.12• 0.58 defl dl= _0.03 .(0.01�Re;' 2 8 0 ' RLL 0.357 0.100 Req'd I=' 13.26 .5.51 defl t1= 0.10 (0.04) { OF SS } 0 @SPAN @0 -HANG @SPAN @0-HANG Case 1 -------------=--------------------------------=---=------------ Uniform Load ---------------------- ----- , DL 0.050 N/A 9.00 92 1,548 1,746 240 N/A N/A... 0% LL 0.100 N/A 1.50 0 1,548 0.00 ' total 0.150 N/A 7.25 Req'd A= 9.51 < 10.88 Act'l'I= 47.63 Req'd Beam Size: 0 RDL 0.225 Req'd S= 11.77 < 13.14 deft dl= ', 0.09 2 8 0 RLL .0.450 Req'd I= 28.18 < 47.63 defl tl=' 0.27 \;{ 'OF -SS } 0 Case 1 -------------------------------------------------------------------------------------------o------------------ Uniform.Load DL 0.050 N/A 12.00 92 1,548 1,746 240 N/A N/A 0% LL 0.100 N/A 1.50 0 .1,548 0.00 ' total RDL 0.150 0.300 N/A 9.25 Req'd Req'd A= S= 12.77 < 20.93 < 13.88 21.39 Act'.1 defl I= dl= 98.93 0.14 Req'd-Beam Size: ''2 10 0 0 RLL 0.600 Req'd I= 66.80 < 98.93 defl tl=• 0.41 { OF SS } 0 --------------------------- -------------------------------------------------------------- Case 1 Uniform Load ' DL 0.114 N/A 16.50 85 1,350 1,600 240 N/A N/A 0% LL 0.229 N/A 5.50 0 1,350 0.00 total 0.343 N/A 11.50 Req'd A= 44.12 < 63.25 Act'l I= 697.07 Req'd Beam Size 1 0 ' RDL RLL '1.886 0.943 1Req'd Req'd S= I= 103.71 < 433.17 < 121.23 697.07 defl defl�tl= d1= 0.17 612� 0 ' 0.51 { DF #1 } 0 Case 1 Uniform Load --------------------------------------------------------- ' DL 0.113 N/A 14.00 85 1,350 1,606 . 240 N/A N/A 0% LL 0.225 N/A 5.50 0 1,350 0.00 total 0.338 N/A 9.50 Req'd A= 36.98 < 52.25 Act'l I= 392.96Req'd Beam5ize.0 RDL RLL 0.788 1.575 Req'd Req'd S= I= 73.50 < 260.47 < 82.73 defl defl dl= t1= 0.15 0.46{ 1,6 10 0 ,392.96 OF #1 } 0 t I � t-� p �� 22 • e- r i Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt f'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi)' Increase b,d,A,S&I % b&d for sawn lumber b&d,- G/L Case 1 Uniform Load , DL 0.027 N/A 8.00 95 1,500 .1,800 360 N/A" N/A 0% LL 0.053. N/A 1.50 0 1,500 0.00 total 0.080 N/A 9.25 Req'd A= 4.08 < 13.88 Act'l I= 98.93 Req'd Beam Size: 0 RDL 0.107 Req'd S= 5.12 < 21.39 defl dl= 0.01 2 •10 ✓ 0 RLL 0.213 Req'd I= 10.24 < 98.93 defl t1= 0.04 { DF #1 } 0 ------------------------ ------------------------------------------------------------------------------- Case 6 2 -Span Uniform toad DL 0.027 • N/A 8.00 95 1,500 1',800 240 N/A N/A 0% LL 0.053 N/A 1.50 0 1,500 0.00 total 0.080 N/A 9.25 Req'd A= 5.34 Act'l I= 98.93 Req'd Beam Size:/ 0 RDL 0.267 { @ CENTER } Req'd S 3.92 defl dl= • 0.01 2 10 ✓ 0 RLL 0.5331f @ CENTER } Req'd I= 7.24 defl tl= 0.03 { DF #1 } 0 ------------------------------------------------------------------------------------------------------------- Case 1 Uniform Load DL 0.200 N/A 8.00 95 1,500 1,800 360 N/A N/A 0% LL 0.400 N/A 3.50 0 1,500 0.00 total 0.600 N/A 11.25 Req'd A= 29.01.< 39.38 Act'l I= •415.28 Req'd Beam Size:/ 0 RDL 0.800 Req'd S= 38.40 < 73.83 defl dl= 0.02 4 12 V/ 0 RLL 1.600 Req'd I= 76.80 < .415.28 defl t1= 0.07 { DF #1 } 0 Cas -S an Uniform Load DL N/A 8.00 95 1,500 1,800 240 N/A 0% j LL 0.400 N/A 0 11500" 0.00 d total 0.600 N/A 11.25 Req'd A= Act'l I= 415.28 Req'd Beam Size: 0 RDL 2.000 { @ CENTER } = 29.40 a .02 4 12 0 RLL 4.00 R } Req'd I= 54.27 defl tl= 0.05 DF #1 } 0 ------------------------------------------------------------------------------------------------------ . 23 Load Uniform Point Length Fs,(psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member ' Case Load Load (ft) Lat Supt F'b Cs . Stress Errors (klf)- (k) (in)''. (psi) Increase A,S&I % Fa > F'c 1e 50 CASE 1. Uniform Wind Plus Axial In Compression And Tension -- ------------ r----------------------------- FRAME; WL 0.027 8,00 85 1,350 1,600 240 N/A N/A 11%., BLUE RWL 0.109 7.50 0 1,350 0.00 ' UMN; 5.50 Req'd A= 1.28 Act'1 L= 103.98 LReq'd Beam Size: / 0 EO�„.� Req'd S= 1.45 defl wl=_. 0.02 6 �'� 0 Req'd I= 3.92 F #1 } t{D 0 i Axial DLComp. 3.62 Fc = 925. 1 0 Loads;. LLComp. 3,49 . Ft = 675 Ke = 1.0 0 WLComp. 3.84 fc = 266 K = 27.91. DLTen. 0.00 F'c = 878 le/d = 117.45 Check: fc/F'c + fb/(F'b-Jfc)"< 1 0.343 0 LLTen. 0.00 ft = 35 J = 0.38 •(fb-ft)/F'b < 1 0.019 0 WLTen. 1.43 ft/Ft + fb/Fb < 1 0.096 0 1 Uniform Wind Plus Axial Im Compression And Tension 'CASE FRAME; WL • 0.027 8.00 85 1,350 11600 .: 240 N/A N/A 33% BLUE RWL 0.109 5.50• 0 '1,350 0.00 COLUMN- 5.50 Req'd A= 1.28 Act'1 I= 76.26 Req'd Beam Size: 0 P02' Req'd S= 1.45 defl wl= 0.026 6 0 Req'd I= 3.92 { DF #1 } 7 0 Axial.. DLComp. Loads; LLComp. 3.76 2.85 Fc - Ft = 925• 675 Ke = 1:0 FO / v is 6/l 0 0 ' ;WLComp. 14.13 fc = 686 K = '27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 'Check: fc/F'c + fb/.(F'b-Jfc) < 1 0.843 0 LLTen. 0.00 ft = 384 J = 0.38 (fb-ft)/F'b < 1 0.161 0 WLTen. 11.62 ft/Ft + fb/Fb < 1 0.622 ------ 0 ----------------------------------------- CASE 1. Uniform Wind Plus Axial In -------------------------------------------------------------- Compression And Tension _ FRAME; WL 0.136 9.00 85 "1,350 1,600 240 N/A N/A 33% BLUE WL COLUMN; 0.612 7.50 0 5.50 Req'd A= 1,350 7.29 0.00 Act'l I= " 103.98 Req'd Beam Size: 0 P03 Req'd S= 9.20 defl w1= 0.12 8 6 0 Req'd I= 27.88 { DF #1 1, 0 'Axial DLComp. Loads; • LLComp.. 5:78 4.80 Fc = Ft = 925 675 Ke 1.0 0 0 WLComp. 0.00 fc = 257 K = 27.91 DLTen. LLTen. 0.00 0.00 F'c = ft = 849 le/d = 19 J = 19.64 0.51 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.565, (fb-ft)/F'b < 1 0.233 0 0 -WLTen. - 0.80 ft/Ft + fb/Fb < 1 0.272 0 { Load Uniform Point Length" Fs (psi) Fb.!' E (ksi) L/7 a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress _ Errors (klf) (k) (in),* (psi) Increase A,S&I % Fe > F'c ' le > 50 CASE 8 Uniform Wind Load L1 With Any Point -Wind Load & Partial Uniform Wind Load L2 To The Right Of P FRAME; WL1 0.027 '0.381 8.50 85 '1,350 1,600 240 3.00 5.50 33% BLUE WL2 0:027 7.50 1,350 0.00 OL- MN; RWLL/R 0:410 0.351 5.50 Req'd A= 5.11 Act'l I= 103.98 i Req'd Beam Size: P_O6 Req'd S=, 7.41 defl wl- 0.08 8 6 0 Req'd.I= 19:.04 { -F #1 } 0 Axial DLComp. 1.18 Fc = 925" 0 ' •Loads; LLComp. 1.59 Ft = 675 Ke = 1.0 0. WLComp. 5.77 fc = 207 K = 27.91 DLTen. 0.00 F'c = 865 le/d .18.55 Check: fc/F'c + fb/(F'b=Jfc) < 1 0.446 0 ' LLTen. '0.00 ft = 121 J 0.45 = (fb-ft)/F'b < 1 0.129 0 WLTen. -- -4.98-- _ft/Ft +-fb/Fb < 1 0.375 0 1 _-__-_------------------------------------------------------------ - -- -------------_------_-__-- CASE 8 Uniform Wind Load L1 With .Any Point Wind Load &•Partial Uniform Wind Load L2 To The Right Of P FRAME; WL1 0.027 0.381 8.50 85 1„350 1,600 240 3.00 5.50 33% 'BLUE WL2 0.027 7.30 1,350 0.00' COLUMN; WLL/R 0.410 0.351 5.50 Req'd A= 5.11 Acyl I= 103.98 Req'd Beam Size: PO7:Req'd "S= 7.41 defl wl= 0.08 la 6 0 Req'd I= 19.04 DF }� : , 0 Axial DLComp. 2.30 Fc = 925 0 Loads; LLComp. 1.54; Ft = 675 Ke = 1.0 0 WLComp. 5.37 fc 223 K = ,27.91 ' DLTen. 0:00 F'c = 865 le/d = 18.55 Check: fc/F'c + fb/{F'b-Jfc) < 1 0.466 0 LLTen. 0.00 ft 93 J = 0.45 (fb-ft)/F'b <,1 0.144 0 WLTen. 3.84 ft/Ft + fb/Fb < 1 0.334 0 -------------------------------------------------------------------- ------------------------------------------- �' CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.50 85 1,350 1,600, 240 N/A N/A 33% BLUE RWL 0.116 5.50 0 1,350 0.00 COLUMN; 7.50'Req'd A= 1.31 Act'l 1= 193.36 Req'd B ize: 0 P! 08✓ Req'd S= 1.64 defl wl= . 0.01 6 8 0 Req'd I= 4.70 { DF #1 } 0 Axial DLComp. 2.46 Fc = 925 0 ' Loads; LLComp. 1.73 Ft = 675 Ke = 1:0 0 WLComp. 8.29 fc = 303 K = 27.91. DLTen. 0.00 F'c = 908 le/d = 13.60 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.366 0 LLTen. 0.00 .ft = 161 J 0:15 (fb-ft)/F'b < 1 '0.058 0 WLTen. 6.65 ft/Ft +fb/Fb<1 0- -----271 0 - - - f 25 1 Load Uniform Point Length Fs (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F' c le>50 CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 12.00 85 1,350 1,600 240 N/A N/A 33% BLUE RWL 0.163 5.50 0 1,350 0.00 COLUMN; P09� 7.50 Req'd A= Req'd S= 1.94 3.27 Act'l I= defl 193.36 0.04 Req'd Beam Size: 6 0 Req'd I= 13.22 wl= . 8 { OF #1 }r 0 . 0 Axial DLComp. 3.04 Fc = 925 0 ' Loads; LLComp. 1.60 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 112 K = 27.91 DLTen. 0.00 F'c = 856 le/d = 19.20 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.197 0 LLTen. 0.00 ft = 19 J = 0.49 (fb-ft)/F'b < 1 0.053 0 ' . WLTen-0 80 + fb/Fb < 1 0.092------- 0 CASE 1 ------- Uniform Wind Plus ---------------------------------------------------------- Axial In Compression And Tension -----ft/Ft ------------------------ FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% BLUE RWL 0.109 5.50 0 1,350 0.00 COLUMN; 5.50 Req'd A= 1.28 Act'l I=' 76.26 Req'd Beam Size. 0 IPOD- Req'd S= 1.45 defl w1= 0.02 6=_ = 67 0 I= 3.92�{ DF #1 } 0 'Req'd Axial OLComp. 0.61 Fc = 925 0 Loads; LLComp. 0.69 Ft =. 675 Ke = 1.0 0 WLComp. 1.54 fc = 94 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.160 0 LLTen. 0.00 ft = 37 J = 0.38 (fb-ft)/F'b < 1 0.032 0 WLTen. 1.13 ft/Ft + fb/Fb < 1 0.108 0 'CASE 1 ------------------------------------------------------------------------------------------------------------------ Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% BLUE RWL 0.109 5.50 0 1,350 0.00 COLUMN; 'J P01.5% 11.50 Req'd A= Req'd S= 1.10 1.45 Act'l I= defl w1= 697.01 0.00 Req'ii Beam Size: 6 12 0 0 Req'd I= 3.92 { DF1 } 0 Axial DLComp. 1.55 Fc = 925 - 0 Loads, LLComp. 1.70 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 51 K = 27.91 DLTen. '0.00 F'c = 925 le/d = 8.35 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.068 0 LLTen. 0.00 ft = 13 J = 0.00 .(fb-ft)/F'b < 1 0.005 0 i WLTen. ------------------------------------------------------------------------------------------------------------------ 0.80 ft/Ft + fb/Fb < 1 0.031 0 f Load Uni.form Point Length Fs (psi)'Fb''' E•(ksi) L/? ' a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf)' (k) (in) (psi) Increase 'A,S&I ' { % Fa > F'c 'CASE 1 Uniform Wind Plus Axial In Compression And Tension, le > 50 FRAME; WL 0.027 8.00 -85 1,350 1,600, 240 .N/A N/A 33% BLUE RWL 0.109 5.50 0 1,350 0.00 'COLUMN; RPO1 7.50 Req'd A= Req'd S= 1:22 1.45 Act'l I= defl w1= 193.36 0.01 - Req'd Beam Size: 6 8 0 0 Req'd I= 3.92, , { DF dl } 0 Axial DLComp. 2.55 Fc = 925 0 Loads; LLComp. 2.40 Ft = 675 Ke 1.00 WLComp. 0.00 fc = 120 K = 27'.91 DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(Fr b-Jfc) < 1 0:160 0- LLTen. 0.00 It = 29 J = 0.11 (fb-ft)/F'b < 1 0.012" 0 1 WLTen. ft/Ft + fb/Fb < 1 0' CASE 1 Uniform --1.20-------- Wind Plus Axial In Compression And Tension --0.071----�-- FRAME; WL 0:027 • 8.00 85 1,350 1,600 240 N/A N/A 33% 'BLUE RWL 0.109 5.50 0 1,350 0.00 . COLUMN.' 7.50 Req'd A= 1.22 Act'l I= 193.36 Req'd Beam Size: 0 �6P02-] PGI Req'd S= 1.45 *defl wl= O.OL 6 8 0 I= 3.92 { DF 01 } 0 ' Axial DLComp. 3.35 Fc = .925 .0 Loads; -LLComp. 7.70 Ft = 675 Ke = ' 1.0 0 WLComp. .0.00 fc = 268 K = `'. 27.91 DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.323 0 ' LLTen. 0.00 It = 19 J = 0.11 (fb-ft)/F'b < 1 0.017 0 ; WLTen. 0.80 ft/ft + .fb/Fb < 1 0.057 0 '------------------------------------------ CASE 1 'Uniform Wind Plus Axial In -------------------------------------------------------0--------------- Compression And Tension FRAME; WL 0.027 8.00 85.• 1,350 1,600 240 N/A .N/A 336 BLUE RWL 0.109 5.50 0 1,350 0.00 - COLUMN; ' GP03 7.50 Req'd A= Req'd S= .+• 1.22 1.45 Act'1 I= defl w1= 193.36 0.01 6 Req'd Beam. Size�18 0 0 Req'd I=- :'3.92 {'DF#1 0 Axial DLComp. 4.41 -Fc = 925 0 Loads; LLComp. 8.00. Ft = 675 Ke = 1'.0 0 ' WLComp. 0.00 fc = 301 K = 27.91 DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.359 0 LLTen. 0.00 ft = 29 J =• '0.11 (fb-ft)/F'b < 1 0.012 0 '' WLTen. ------------------------.-------------------------------------------------- 1.20 --_--ft/Ft + fb/Fb < ------------------------------- 1 0.071 0. Load Uniform Point Length Fs (psi) Fb E (ksi) L/7 a(ft) b(ft) Allow. Member ' Case Load Load (ft) Lat Supt F'b Cs 9 Stress Errors (klf) (k) (in) (psi) t Increase A,S&I % Fa > F'c . le>50 CASE 1 '.Uniform Wind Plus Axial In Compression And Tension FRAME; WL, 0.027 8.00 85 • 1,350 1,600 240 N/A N/A� 33% BLUE RWL -0.109 5.50 0 1,350 0.00 'COLUMN; 7.50 Req'd A 1.22 Act'l I=193..36 Req'd Beam Size: 0 GP05 Req'd S= 1.45 deft w1= 0.01 6 8 0' Req'd I= 3.92 { DF #1 } 0 Axial DLComp. 2.45 Fc = 925 0 Loads; LLComp. 4.70 Ft = 675 ' Ke = 1.0 0 WLComp. 0.00 fc = 173 K = 27.91 Men. 0.00 F'c = 911 le/d = , 12.80 Check: fc/F'c + fb/(F`b-Jfc) < 1 •0:219 0 LLTen:: 0.00 ft = 19 J = 0.11 (fb-ft)/F'b < 1 0.017 0 ' WL -fen. 0.80ft/Ft + fb/Fb < 1 - --0_057------- 0 CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 -N/A N/A 33% BLUE RWL 0.109 5.50 0 1,350 0.00 j COLUMN; 7.50'Req'd A= 1.22 Act'l I= 193.36 Re_q'd Beam Size: 0 'GP06 Req'd S= 1.45 deft wl= 0.01 8 0 Req'd I= 3.92 ; { OF #1 } 0 Axial DLComp. 3.03 Fc = 925 '0 Loads; LLComp. -4.00 Ft = 675' Ke 1.0 0 WLComp. 0.00 fc = 170 K 27.91 ' DLTen. 0..00 F'c = 911 le/d 12.80 Check: fc/F'c + fb/(F'b-Jfc) <•1 0.215 0 LI -Ten. 0:00 ft = 29 J = 0.11 , (fb-ft)/F'b < 1 0.012 0 . WLTen. 1.20 ft/Ft + fb/Fb < 1 0.071 0 ----------------------------------- ------------------------------------------------------------------------------ 'CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME WL 0.027 8.00 85 - 1,350 1,600 a 240 N/A. N/A 33% BLUE RWL -0.109 5.50 0 1,350 0.00 COLUMN; 5.50 Req'd'A=' 1.28 Act'l I=' 76.26 Req'd Beam Size: 0 WP03 P.Req'd: S= 1.45 defl wl=- 0.02 6 6 0 Req'd `I= 3.92. { DF #1 } 0 Axial DLComp. 1.35 Fc 925 0 ' Loads; LLComp..• 2.00 Ft = 675 Ke = 1.0 ^ ' 0 WLComp. 0.00 fc'= 111 K = 27.91 DLTen. 0.00 F'c = 878 le/d = ' 17.45 'Check: fc/F'c,+ fb/(F'b-Jfc) < 1 0.180 + 0 LLTen. 0,00 ft = 0 J 0.38 (fb-ft)/F'b < 1 0.052 0 ' WLTen.' 0.00---ft/Ft_+-fb/Fb-<-1-----0_052-,---- 0 ---------------------- ----------------. ----------.----------------------------- Load Uniform Point Length Fs (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member ' Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F'c ' 1e>50 CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% BLUE RWL 0.109 5.50 0 1,350 0.00 COLUMN; 5:50 Req'd A= 1.28 Act'l I= 76.26Req'd'Beam Size: 0 WP03 Req'd S= 1.45 defl w1= 0.02 6 6 0 Req'd I= 3.92 { DF1 } 0 Axial DLComp. 1.50 Fc = 925 0 ' Loads;. LLComp. 0.00 Ft = 675 Ke = 1.0 0 WLComp. 12.65 fc = 468 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.591 0 Li -Ten. 0.00 ft = 385 J = 0.38 (fb-ft)/F'b < 1 0.162 0 '------------11_65-----------------------------ft/Ft_+ fb/Fb < 1 0.623 0 1 Load Uniform Point Length Fs (psi) Fb E (ksi) L/7" a(ft) b(ft) Allow. Member ' Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F'c le>50 CASE 1 ------------------------------------------------------------=----------------------------------------------------- Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A - N/A 33% RWL 0..109 5.50 0 1,350 0.00 'RED COLUMN; 7.50 Req'd A= 1.22 Act'l I= 193.36 Req'd Beam Size: 0 PE 01,. Req'd S= 1.45 defl w1= 0.01 �6_ 8 0 Req'd I= 3.92 r{ OF 01 } 0 DLComp. 3.55 Fc = 925 0 'Axial Loads; LLComp. 4.89 Ft = 675 Ke = 1.0 0 WLComp. 6.49 fc = 362 K = 27.91 DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.426 0 LLTen. 0.00 ft = 100 J = 0.11' (fb-ft)/F'b < 1 0.027 0 1 WLTen. 4.12 ft/Ft + fb/Fb < 1 0.176 0 CASE 1 ------------------------------------------------------------------------------------------------------------------ Uniform Wind Plus Axial, In Compression And Tension 'FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED COLUMN; RWL 0.109 5.50 7;50 0 Req'd A= 1,350 1.22 0.00 Act'l I= 193.36 qd Beam PO Req'd S= 1.45 deft w1= 0.01 6 8 Req'd I= 3.92 OF #1 } 70 0 Axial DLComp. 2.53 Fc = 925 6 Loads; LLComp. 5.92 Ft = 675 Ke = 1.0 61Y 0 WLComp. 0.00 fc = 205 K = 27.91 ' DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.253 0 LLTen. 0.00 ft = 17 J = 0.11 (fb-ft)/F'b <•1 0.019 0 WLTen. 0.70 ft/Ft + fb/Fb < 1 0.053 0 1------------------------------------------------------------------------------------------------------------------ CASE 8 Uniform Wind Load L1 With Any Point Wind Load & Partial Uniform Wind Load L2 To The Right Of P, FRAME; WL1 0.027 0.979 8.50 85 1,350 1,600 240 3.00 5.50 33% RED WL2 0.000 5.50 1,350 0.00 COLUMN; RWLL/R 0.749 0.461 5.50 Req'd A= 9.78 Act'l I= 76.26 Req'd Beam Size: 0 P 33 Req'd S= 14.20 defl wl= 0.18 6 6 0 Req'd I= 32.81 { DF ill } 0 Axial DLComp. 1.85 Fc = 925 0 Loads; LLComp. 3.28 Ft = 675 Ke = 1.0 0 WLComp. 3.28 fc = 278 K = 27.91 DLTen. 01.00 F'c = 865 le/d = 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.872 0 LLTen. 0.00 ft = 68 J = .0.45 (fb-ft)/F'b < 1 0.474 0 ' WLTen. ------------------------------------------------------------------------------------------------------------------ 2.05 ft/Ft + fb/Fb < 1 ...0.613 0 J i J Load Uniform Point Length Fs (psi) Fb E (ksi) L/7 a(ft) b(ft) Ala ow. Member ' Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F'c le 50 CASE 1" Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1;350 0.00, 5.50 Req'd A= 1.28 Act'1,I= 76.26 Req'd.Beam Size: 0 ,COLUMN; BPO Req'd S= 1.45 defl w1= 0.02 6 6 0 Req'd I= 3.92 { OF #1'} 0 Axial DLComp. 4.27, Fc = 925 0 Loads; LLComp. 3.56 Ft = 675 Ke = 1.0 0 ' WLComp. 5.49• fc = 440 K = ' 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45'., Check: fc/F'c + fb/(F'b-Jfc) < 1 0.559 0, LLTen. 0.00 ft = 87 J = • 0.38 (fb-ft)/F'b < 1 0;004 0 ' WLTen. 2.64 ft/Ft + fb/Fb < 1 0.182 0- CASE 1 -Uniform ------------- Wind Plus Axial In Compression And Tension ' FRAME; RED' WL RWL 0.027 0.109 8.00 5.50 85 0 1,350 1,350 1,600 0.00 240 N/A N/A 33% COLUMN;-, 7.50 Req'd A= 1.22 Act'1.I= 193.36 Req'd Beam Size: 0 005` Req'd S=. 1.45 defl w1= 0.01 6 8 0 Req'd I= 3.92 { DF1 } 0 ' Axial DLComp. 3.67 Fc = 925 0 Loads; LLComp. 4.86 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 207 K = 27.91 DLTen. 0.00 F'c = 911 le/d = 12:80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.255 0 ' LLTen. 0.00 ft = 17 J = 0.11 (fb-ft)/F'b < 1 0.018" 0 WLTen. 0..72 ft/Ft + fb/Fb < 1 0:054 0 'CASE 8 ------------------------------------------------------------------------------------------------=----------------- Uniform Wind Load Ll With Any Point Wind Load & Partial Uniform Wind Load L2 To The Right Of P FRAME; WL1 0.027 0.870 8.50 85 1,350 1,600 240 3:00 5.50 33% RED WL2 0.000 5.56 1,350 0.00 COLUMN;, RWLL/R 0.679 0.423 5.50 Req'd A=. 8.84 Act'l I= 76.26 Req,'d Beam Size: 0 ' �6•: _ Req'd S=. 12.79 defl w1= 0.17 L 6,-6 0 Req'"d I= 29.68 { DF#1 } 0 Axial DLComp. 0.96 Fc = 925 0 LLComp. 2.08 Ft 675 Ke =T 1.0 0 ' toads; WLComp. 0.00 fc = 100 K =- 27.91 DLTen. 0.00 F'c = 865 le/d = 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.589 0 LLTen. 0.00 ft = 24 J 0.45 (fb-ft)/F'b < 1 0.448 , 0 ' WLTen. 0.72 ft/Ft + fb/Fb -1 0.497-_ - 0 ' Load ,Case Uniform Load Point Load Length (ft) Fs (psi) Lat Supt Fb E F'b Cs (ksi) L/? a(ft) b(ft) Allow: Member Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa- F'c le>50 CASE 1. Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1,350 0.00 COLUMN; 7.50 Req'd A= 1.22 Act'l I= 193.36 Req'd Beam Size: 0 POT" ' Req'd S= 1.45 defl w1= 0.01 C-6 8 0 Req'd I= 3.92 {=DF #1 1.� 0 Axial DLComp. 3.62 Fc = 925 0 ' Loads; LLComp.- 4.12 Ft = 675 Ke = 1.0 0 WLComp. 6.14 fc = 336 K = 27.91 DLTen., 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.398 0 LLTen. 0,10 ft = 90 J = 0.11 (fb-ft)/F'b < 1 0.022 0 WLTen------- 3 73-- fb/Fb < 1 0.162 0 CASE 1 Uniform Wind Plus Axial In Compression And Tension -ft/Ft-+ WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% 'FRAME; .RED RWL 0.109 5.50 0 1,350 0.00 COLUMN; 5.50 Req'd A= 1.28 - Act'l I= 76.26 Req'd Beam Size: 0 P08 Req'd S= 1.45 defl w1= 0.026 6 0 Req'd I= 3.92 {FDF'#1' 1 0 Axial DLComp. 1.80 Fc = 925 0 Loads; LLComp. 2.01 Ft = 675 Ke.= 1.0 0 WLComp. 2.96 •fc = 224 K = -27.91 ,DLTen. - 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.310 0 ' LLTen. 0.00 ft = 58 J = 0.38 (fb-ft)/F'b < 1 0.020 0 WLTen. 1.76 ft/Ft + fb/Fb < 1 0.139 0 .• 'CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1,350 0.00 COLUMN; 7.50-Req'd A= 1.22 Act'l I= , 193.36 Req'd`Beam'Size: 0, Req'd S= 1.45 defl.ivl= 0.01 6 8 0 Req'd I= , 3.92 �{ OF #1.1 0 Axial DLComp. 1.26 Fc =- 925 0 Loads; 'LLComp. 1.68 Ft _ 675 Ke = 1.0 0 WLComp, 0.00 fc = 71 K = 27.91 DLTen, 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.107 0 LLTen. 0.00 ft = 17 J = 0.11 (fb-ft)/F'b < 1 0.019 0 ' WLTen. --0-70 ----ft/Ft + fb/Fb <.1 0.053 ---- U Load Uniform Point Length Fs (psi) Fb E (ksi) L/7 a(ft) b(ft) Allow. ..Member ' Case Load Load (ft) Lat Supt Fib' Cs Stress Errors (klf) (k} (in) . (psi) Increase A,S&I Fa >'F'c le >'50 'CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1;350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1,350, 0.00 'COLUMN.; 5.50 Req'd A= 1.28 Act'l I= 76.26 Req'd Beam Size: ' 0 010 Req'd S= 1.45 defl wl= 0.02 6 6 0 Req'd I= .3.92 { OF #.1 } 0 Axial OLComp. 2.01 Fc = 925 - 0 'Loads; LLComp. 1.40 Ft = 675 Ke 1.0 0 WLComp. 2.20 fc = 185 -K = 27.91 DLTen: 0.00 ' F'c = 810 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.266 0 LLTen. 0.00 ft = 28 J = 0.38 (fb-ft)/F'b < 1 0.037 0 ' WLTen. _-------0_86-_-- -ft/Ft + fb/Fb < 1' 0.095 0 __- --- CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 'N/A N/A 33% 'RED RWL 0.109 7.50 0 1,350 0.00, COLUMN-;'/ 7.50 Req'd A= 1.22 Act'l I= 263.67 fRbq Beam Size: PO11 V Req'd S= 1.45 defl wl=' 0.01 8 8 ZO Req'd I= 3.92 { DF #1 } 0 Axial DLComp. 2.71 Fc = 925 0 Loads; LLComp: 2.94 Ft = 675 'Ke'= 1.0 0 WLComp. 0.00 fc = 100 K = 27.91 DLTen: 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F:b-Jfc) <'1 0,131 0 ,LLTen. 0.00 ft = 13 J = 0.11 (fb-ft)/F'b < 1' 0.014 0 WLTen. 0.72; ft/Ft + fb/Fb < 1 0.040 0 --------------------- ----------------------------- -- -------------- _----------- --------------------------------------- CASE -----------------------------=--- CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1,350 0.00 COLUMN;5.50 Req'd A= 1.28 Act'l I= 76.26 Req'd58eam Size: 0 PO12 - Req'd S= 1.45 defl w1= 0.02 �-" - 6 6) 0 Req'd I= 3.92 6LDF #1 } 0 Axial DLComp. 2.10 Fc = 925 0 Loads; LLComp. 1.96 Ft = 675 Ke = 1.0 0 WLComp. 2.83 fc = 228 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) <'1 0.315 -0 LLTen. 0..00 ft = 47 • J = 0.38* (fb-ft)/F'b < 1 0.026 0 WLTen. ---1_43---- ft/Ft +-fb/Fb <--I 0.122 0 ---------------------.------------a------------------------=--------- ------ ------------ t 1 ' Load Case Uniform Point Length Fs (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F'c J 33 le > 50 ' CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 11350 0.00 'COLUMN; EPO1 5.50 Req'd A= Req'd S= 1.28 1.45 Act'l I= deft wl= 76.26 Req'dBeam 0.026 Size: 6 J 0 0 Req'd I= 3.92 { DF 01 } 0 Axial DLComp. 1.87 Fc = 925 0 ' Loads; LLComp. 0.96 "Ft = •675 Ke.= 1.0 0 WLComp. 0.00 fc = 94 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 . Check: fc/F'c + fb/(F'b-Jfc) < 1 0.160 0 LLTen. 0.00 ft = 16• J = 0.38 (fb-ft)/F'b < 1 0.044 0 ' WLTen. 0.48 ft/Ft + fb/Fb < 1 0.076 0 CASE 8 --------------------------------------------------------------------------------- Uniform Wind Load L1 With Any Point Wind Load & Partial -------------------------- Uniform Wind Load L2 To The Right Of P --- WL1 0.027 0.870 8.50 85 1,350 1,600 240 3.00 " 5.50 33%' 'FRAME;" RED WL2 0.000 5.50 1,350 0.00 COLUMN; RWLL/R 0.679 0.423 7.50 Req'd A= 8.78 Act'l I= 193.36 Req'd Beam Size: 0 EPO2� Req'd S= 12.79 defl wl= 0.07 6 8 0 Req'd I= 29.68 { DF #1 } 0 Axial DLComp. .2.00 Fc = 925 0 Loads; LLComp. 1.72 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 90 K = 27.91 DLTen. 0.00 F'c = 908 le/d = 13.60 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.349 0 ' LLTen. 0.00 ft = 11 J = 0.15 (fb-ft)/F'b < 1 0.242 0 WLTen. 0.44 ft/Ft + fb/Fb < 1 0.264 0 'CASE 8 ------------------------------------------------------------------------------------------------------------------ Uniform Wind Load L1 With Any Point Wind Load & Partial Uniform Wind Load L2 To The Right Of P FRAME; WL1 0.027 0.870 8.50 85 1,350 1,600 240 3.00 5.50 33% RED WL2 0.000 7.50 1,350 0.00 'COLUMN;-F-RWLL/R EP03 0.679, 0.423 5.50 Req'd A=" Req'd S= 8.84" 12.79 Act'l I= defl wl= 103.98 CReq'd_ mSize: 0;12 6 0 0 Req'd I= 29.68 {) DF #1 } 0 Axial DLComp. 2.52 Fc = 925 0 Loads; LLComp. 2.40 Ft = 675 Ke = 1.0 0 ' WLComp. "0.00 fc = 119 K = 27.91 DLTen. 0.00 F'c = 865 le/d = 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.487 0 LLTen. 0.00 ft = 19 J = 0.45 (fb-ft)/F'b < 1 0.328 0 ' WLTen. -------0_78 -------f"t/Ft + fb/Fb < 1 0.366 ------- 0 J 33 LoadUniform Point Length .Fs (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa > F'c le > 50 CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85• 1,350 1,600 240 N/A N/A 33% RED . RWL 0.109 5.50 0 1,350 0.00 COLUMN; 7.50 Req'd A= 1.22 Act'l I= 193.36f-Req'd m Size: 0 OFEP04 Req'd S= 1.45 defl wl= 0.01 "6' 8 0 Req'd I= 3.92 0 Axial DLComp. 1.63 Fc ,= 925 0 Loads; LLComp. 1.32 Ft = 675 Ke = 1.0 0 WLComp. 2.28 fc = 127 K = 27.91 DLTen. 0.00 F'c = 911 le/d = 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.167 0 LLTen. 0.00 ft = 29 J = 0.11 (fb-ft)/F'b < 1 0.012 0 ' WLTen.-----__1_19- ft/Ft -+-fb/Fb < 1 0.071 ------ 0 ------------------------------------------------------------------ ----------------- CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% RED RWL 0.109 5.50 0 1,350 0.00 COLUMN.; .5.50 Req'd A= 1.28 Act'l I= 76.26 Req'd.Beam Siz�e� 0 EP05`_ Req'd S= 1.45 defl wl= 0.02 6 __ 6 0 Req'd I= 3.92 { DF #1 } 0 Axial DLComp. 2.02 Fc = 925 0 Loads; LLComp. 0.96 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 99 K = 27.91 ' DLTen. 0.00 F'c =. 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.166 0 LLTen. 0.00 ft = 16 J = 0.38 (fb-ft)/F'b < 1 0.044' 0 WLTen. 0.48 ft/Ft + fb/Fb < 1 0.076 0 ------------------------------------------------------------------------------------------------------------------ 1 Load Uniform Point Length Fs (psi) Fb Case Load Load (ft) Lat Supt F'b (klf) (k) (in) (psi)' E (ksi) L/? - a(ft) b(ft) Allow. Member Cs Stress Errors Increase A,S&I %, Fa > F'c le > 50 CASE 1 ----------------------------------------------------------------------=-------------------------- Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 336 'GREEN / RWL COLUMN:/ 0.109 7.50 5.50 0 Req'd A= 1,350 1.28 0.00 Act'l I= 103.98Req'd Beam Size:�61 0 PO1 V Req'd S= 1.45 defl w1= 0.02 6 0 Req'd 1= 3.92 �8--- { OF 01 } 0 DLComp. 4.47 Fc = 925 0 'Axial Loads; •LLComp. 3.84 Ft = 675 Ke = 1.0 0 WLComp. 2.98 fc = 274 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/.(F'b-Jfc) < 1 0.353 0 ' LLTen. 0.00 ft.= 0 J = 0.38 (fb-ft)/F'b < 1 0.038 0 WLTen. 0.00 ft/Ft + fb/Fb < 1 - 0.038 0 CASE 8 FRAME; Uniform WL1 Wind Load 0.109 Ll With 0.870 Any Point 8.50 Wind Load 85 & Partial 1,350 Uniform Wind Load L2 To 1,600 240 3.00 The Right Of P 5.50 33% GREEN WL2 COLUMN; RWLL/R 0.000 1.026 0.770 5.50 5.50 Req'd A= 1,350 12.95 0.00 Act'l I= 76.26 Reqs°d Beam_Size: 0 PO2 Req'd S= 17.29 defl wl= 0.24 6 , /0 ✓ r Req'd I= 43.78 #1 } 0 Axial DLComp. 1.49 Fc = 925 / y Q� 0 Loads; LLComp. 2.40 Ft = 675 Ke = 1.0 0 WLComp. 3.28 fc = 237 K = 27.91 DLTen. 0.00 F'c = 865 le/d = 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.937 0 LLTen. 0.00 ft = 76 J = 0.45 (fb-ft)/F'b < 1 0.581 0 WLTen. 2.29 ft/Ft + fb/Fb < 1 0.736 0 ' ------------------------------------------------------------------------=-------------=--------------------------- CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% GREEN COLUMN; RWL 0.109 7.50 5.50 0 Req'd A= 1,350 1.28 .0.00 Act'l I= 103.98Req'd Beam_Size: 0 P03 Req'd S= 1.45 defl wl= 0.02 8 6 0 Req'd I= 3.92 { OF #1 } " 0 DLComp. 5.74 Fc = 925 0 'Axial Loads; LLComp. 4.72 Ft = 675 Ke = 1.0 0 WLComp. 6.03 fc = 400 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.497 0 LLTen". 0.00 ft = 146 J = 0.38 (fb-ft)/F'b < 1 0.043 0 WLTen. ------------------------------------------------------------------------------------------------------------------ 6.03 ft/Ft + fb/Fb < 1. 0.255 0 G Load Uniform- Point Length Fs (psi) Fb E (ksi). L/? a(ft) Y b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress. Errors (klf) (k) (in) (psi) Increase ;A,S&I % Fa > F'c le > 50 ' CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85, 1,350 1,600 240 N/A N/A 33% GREEN RWL - 0.109- 5.50 0 1,350 0.00. COLUMN; PO4 5.50 Req'd A= Req'd S= 1.28 1.45 Act'l I= defl w1= 76.26 Req'd $eam 0.02 6o Si- 0 -0 Req'd I=' 3.92 { DFA1 }JJ. 0 Axial DLComp. 1.80 Fc 925 .. 0 ' Loads; LLComp. 1.44 ,= Ft 675 Ke = 1.0 0 =WLComp. 0.00 fc 107 K = 27.91 DLTen. 0.00 F'c 878 le/d _ 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.176 0 LLTen. WLTen. 0.00 0.24 ft 8 J , 0.38 (fb-ft)/F'b < 1 ft/Ft + fb/Fb < 1 0.048 0.064 0 0 CASE 8 -----------------------------------------------,------------------------------------------------------------------- Uniform Wind Load L1 With Any Point Wind.Load &'Partial Uniform Wind Load L2 To The Right Of P • FRAME; WL1 0.109 0.435. 8.50 85 - 11,350 1,600 � 240 3.00 5.50 33% GREEN WL2 0.000 5.50 1,350 0.00 COLUMN; RWLL/R 0.744 0.616 5.50 Req'd A= 9.21 Act'l I= 76.26Req d Beam Sim= PO5: Req'd S= '11.65 defl w1= 0.17 �6� 6 0 I= 31.29#1-} 0 'Req'd Axial DLComp. 1.92 Fc = 925 0 Loads;. LLComp: 0.00 Ft.= 675 Ke = 1.0 0 WLComp. 0.00 fc = 63 K = 27.91 DLTen. 0.00 F'c = 865 le/d'= 18.55 Check: fc/F'c +.fb/(F'b-Jfc) < 1 0.500 0 a LLTen. 0.00 ft = 11 J=' 0.45 (fb-ft)/F'b < 1 0.414 0 WLTen. 0.32 ft/Ft + fb/Fb < 1 0.436 0 " CASE CASE 1 •--------------------- Uniform Wind Plus ----=--------------- Axial In ---------------------------------------------------------------------- Compression And Tension ----=-------------------- -=------------- FRAME; WL 0.027 8..00 85 , .1,350 1,606 240 N/A N/A 33% GREEN RWL 0.109 7.50 0 1,350 0.00 COLUMN; P06- 5150 Req'd A= Req'd S= 1.28 1.45 Act'l I=. defl w•1= 103.98 4q'd Beam Size: 0.02 �8 j 0 0 Req'd I= 3.92 {� �DF�#1 } 0 Axial DLComp. 2.77 Fc = 925 0 , Loads; LLComp. 4.80 Ft,_ 675 Ke = 1.0 0 ' WLComp. 0.00 fc = 184" K = 27.91 OLTen.- 0.00 F'c = 878 Te/d = `17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 ":- 0.249 0 LLTen. 0.00 ft =_ 17 J 0.38 (fb-ft)/F'b < 1 0.029 0 1 WLTen. - - - - - - - 0.72 - - - - - - ------------------------------------------------------------------------------------ ft/Ft•+ fb/Fb < 1 - -0_064------- 0 } , 3:: - Load Uniform Point Length Fs, (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs Stress Errors (klf) (k) (in) (psi) Increase A,S&I % Fa>F'c le > 50 CASE 1 Uniform Wind Plus Axial In Compression And Tension FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% GREEN RWL 0.109 7.50 0 1,350 0.00 COLUMN; 5.50 Req'd A= S= 1.28 1.45 Act'l I= 103.98 defl 0.02 Req'd Beam Size: 8 0 PO7 Req'd wl= �6 0 Req'd I= 3.92 {_DF #1_1 0 Axial DLComp. 3.68 Fc = 925 0 Loads; LLComp. 5.84 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 231 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.303 0 ' LLTen. WLTen. 0.00 1.12 ft = 27 J = 0.38 (fb-ft)/F'b < "1 0.023 ft/Ft + fb/Fb < 1 0.079 0 0 CASE 1 ------------------------------------------------------------------------------------------------------------------ Uniform Wind Plus Axial In Compression And Tension WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% ,FRAME; - GREEN RWL 0.109 5.50 0 1,350 0.00 COLUMN; 5.50 Req'd A= 1.28, Act'l I= 76.26 Req'd_Beam Size: 0 P08_ Req'd S= 1.45 defl wl= 0.02 �6Jf _6 0 Req'd I= 3.92 { DF #1 } 0 Axial DLComp. 3.07 Fc = 925 0 Loads; LLComp. 1.80 Ft = 675 Ke = 1.0 0 WLComp. 2.05, fc = 229 K = 27.91 ' DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) < 1 1 0.316 0 LLTen. 0.00" ft = 0 J = 0.38 (fb-ft)/F'b < 1 0.052 0 WLTen. 0.00 ft/Ft + fb/Fb < 1 0.052 0 CASE8 --------------------------------------------------------------7--------------------------------------------------- Uniform Wind Load L1 With Any Point Wind Load & Partial Uniform Wind Load L2 To The Right Of .P FRAME; WL1 0.109 0.870 8.50 85 1,350 1,600 240 3.00 5.50 33% GREEN WL2 '0.000 7.50 1,350 0.00 COLUMN; RWLL/R 1.026 0.770 7.50 Req'd A= 12.71 Act'l I= 263.67 Req''d`Beam Size: 0 P09 - Req'd S= 17.29 defl wl= 0.070 • Req'd I= 43.78 {=DF=#1 } 0 Axial DLComp. 3.22 Fc = 925 0 Loads; LLComp. 2.32 Ft = 675 Ke = 1.0 0 WLComp. 3.34 fc.= 158 K = 27.91 DLTen. 0.00 F'c = 908 le/d = 13.60 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.423 0 ' LLTen." WLTen. 0.00 ft = 59 J = 0.15 (fb-ft)/F'b < 1 0.213 + fb/Fb < 1 0.334 0 0 ------3-34---------- -----------------ft/Ft 1 Load Uniform Point Length Fs (psi) Fb E (ksi) L/? a(ft) b(ft) Allow. Member ' ' Case Load Load (ft) Lat Supt F'b Cs Stress: Errors (klf) (k)- (in) (psi) Increase A,S&I ' % Fa > F'c ' 1 e > 50 .CASE 1 Uniform Wind Plus 'Axial In Compression And Tension. FRAME; WL 0.027 8.00 85 1,350 .1,600 240 N/A N/A 33% GREEN RWL 0.109 5.50 0 1,350 0.00 LOLUMN; 5.50 Req'd A= 1.28 Act'l I= '76.26 Req d Beam .ZP 0 Req'd S= 1.45 defl w1= 0.02 6 Req'd I= 3.92 { DF 0 Axial DLComp. 0.94 Fc = 925 0 Loads; LLComp. 0.48 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 47 K = 27.91 DLTen. 0.00 F'c = 878 le/d = 17.45 Check: fc/F'c + fb/(F'b-Jfc) <,1 0.106 0 LLTen. 0.00 ft = 8 J = 0.38 (fb-ft)/F'b < 1 0.048 0 ' WLTen.---0-24- ----------------ft/Ft + fb/Fb < 1 0_064------ 0 CASE 8 Uniform Wind Load L1 With Any Point Wind Load & Partial Uniform Wind Load L2 To The Right Of P FRAME; WL1 0.109 0.870 8.50 85 1,350 1,600 240 3.00 5.50 33% GREEN WL2 0.000 5.50 1,350 0.00 COLUMN; RWLL/R 1.026 0.770 5.50 Req'd A= 12.95 'Act'l I= 76:26 Req'd Beam Size: 0 Poll Req'd S= 17.29 ` defl w1= 0.24 & 6 0 'Req'd I= 43 J8 { DFlr}� 0 Axial DLComp. 1.15 Fc = 925 0 Loads; LLComp. 0.00 Ft-= 675 Ke = 1.0 ,. 0 WLComp. 0.00 fc = 38 K = 27.91 .' ' DLTen. 0.00 F'c•= 865 le/d'= 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.674 0' LLTen:. 0.00 ft = 11 J = 0.45 (fb-ft)/F'b < lr 0.618 0 WLTen. 0.32 ft/Ft + fb/Fb < 1 0.639 0 --------------------=-----------------------------------------------------------=------------ --__ CASE 1 Uniform Wind Plus Axial In Compression And Tension , FRAME; WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% GREEN • RWL 0.109 5.50 0 1,350, 0.00 . COLUMN; 5.50 Req'd A= 1.28 Act'l I= 76.26 Req'd Beam Size:_ 0 rP012)!art' Req'd S= 1.45 defl w1= 0.02 6'� 6 0 Req'd I= 3.92{ DF #1 .} 0 Axial DLComp.2.16 Fc = 925 0 Loads; LLComp. 2.88 Ft = 675 Ke = 1.0 0 WLComp. 0.00 fc = 167 K = •27.91 DLTen. 0.00 F'c = 878 le/d 17.45 . Check: fc/F'c + fb/(F'b-Jfc): < 1 0.244 0 LLTen. 0.00 ft = 24 J = 0.38 (fb-ft)/F'b, < 1 0.039 0 ' WLTen.--0-72- -------------ft/Ft +-fb/Fb-<-1= ---0-088----- O --- a _ i Load Uniform Point Length Fs (psi) Fb E (ksi) L/7• a(ft) b(ft) Allow. Member Case Load Load (ft) Lat Supt F'b Cs StressErrors (klf) (k) (in) (psi) Increase _A,S&I % Fa>F'c . le > 50 CASE 1 Uniform Wind Plus Axial 'In Compression And Tension FRAME; WL 0.027 .8.00 85 1;350 1,600 240 N/A' N/A 33% a . GREEN RWL 0.109 5.50 0 1,350 0.00 5.50 Req'd A= 1.28' Act'l I= 76.26Req �d_Beam Si.ze:: 0 'COLUMN; P013 Req'd S= 1.45 defl w1= 0.026 _. 0 Req'd I= 3.92 , { DF1 }� 0 Axial. Loads; DLComp. LLComp. 1.44 1.92 Fc = Ft = 925 675 Ke = 1.0 .., 0 ' 0 WLComp. 0.00 fc = 111 K = 27.91• DLTen. 0.00 F'c = 878 le/d = ,17.45 Check: fc/F'c +_fb/(F'b-Jfc) < 1 0.180 ' 0 LLTen. 0.00 ft - 37 J 0.38 (fb-ft)/F'b < 1 0.032 0 WLTen. 1.12 ft/Ftp+ fb/Fb < 1 0.107 0 CASE 1 --------------------------=---------------------------------------------------------------------------------------- Uniform Wind Plus Axial In Compression And Tension , WL 0.027 8.00 85 1,350 1,600 240 N/A N/A 33% 'FRAME; GREEN RWL 0.109 5.50 0 1,350 0.00 COLUMN; EP02 •7.50 Req'd A= Req'd S= 1.22 1.45 - Act'l I= defl wl= 193.36 ' iReq:d-Beam=Size: 0.01 6f8 0 0 I= 3.92 {#1r} :D:FReq'd 0 Axial DLComp. 1.20 Fc = 925 0 Loads; LLComp. 0.32 Ft = 675 Ke = 1.0 0 WLComp. DLTen. 0.00 .0.00 fc = F'c = 37 911 K = le/d = =27.91 12.80 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.069 LLTen. 0.00 ft = 4 J = 0.11 (fb-ft)/F'b <.1'. 0.026,, .0 0 WLTen. 0.16 "ft/ft + fb/Fb < 1, 0.034 0 ' CASE 8 ---=- Uniform ------------------------------------- Wind Load L1 With Any Point ------------------------------- Wind Load & Partial --------------------------------------- Uniform Wind Load -L2 To The Right Of P FRAME; WL1 0.027 1.306 8.50 85 1,350 1,600 . 240 3.00• 5.50 •33% GREEN WL2 0.000 7.50 1,350 0.00 COLUMN;, RWLL/R'• 0.960 0.576 5.50 Req'd A= 12.58 Act'l I= 103.98 Req'd Beam Size: 0 1 EP04 Req'd S= 18.44 defl wl- 0.17 8� 0 Req'd I= 42.18 .-j6� {=DF1�}7 0 Axial DLComp: 2.76 Fc = 925 0 1 Loads; LLComp. 1.76 Ft- 675 Ke = X1.0 ` 0 WLComp. 0.00 fc = 110 K = 27.91 DLTen. 0.00 F'c = 865 le/d = ;18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.,628 0 LLTen. WLTen. 0.00 ft = 10 J = 0.45 (fb-ft)/F'b <,i 0.482 _ +-fb/Fb <-1 0:502 0 0 ---0-40 -------I_-- ------ft/Ft -- ---- ` 1 SPREAD FOOTING DESIGN {g NM&R Chico, California �� V Date: 7-20-1, Project: "HAWS RES.T pp OF ' -L Footing Location: TYP. SUB FLOOR PAD /� 1 Comment \ _ MATERIAL PROPER ES Ultimate concrete compressive. strength, f"c is 2.00 ,.si O m I'�{-c Steel yield streng h, Fy is 60.00 ksi S Vie. Z Z Concrete is Hardroc with a unit weight of 150. pcf Concrete weight for it bearing "is 50.00 pc Max. soil bearing is .50 ksf (33e short/ t rm increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M DL 2.00 LL 4.00 FOOTING PERAMETERS Dimensions are 2. 5 Ft. Sq. Total depth is 1 .00 Inches Depth "d".is .00 Inches Col size is 5 50x 5.50 Inches REQUIRED RE FORCEMENT bottom ong. 0.06 Sq.In. bottom trans. 0.07 Sq.In. ft -kid) 0.00 \ 0.00 STRESSES AND SOIL BEARING Max. punch' g shear stress is 17.9E psi Max. beam sh ar stress is 4.53 psi Gravity only it bearing.is 1.24 ksf BUTTE COUN7'y � BUILDING DEPARTMENT AP "VE SPREAD FOOTING DESIGN NM&R Chico, California: Date: 7-20-1992 /J Project: HAWS RES � - I , 1� (C�� oting Locatio TYP. SUB FLOOR,PAD �mment �ATERIAL PROPERTIES ■■ Ultimate concrete compressive strength, f"c is 2.00 ksi 1 Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with�a unit weight of 150.00 pcf - Concrete weight for soil bearing is 50.00 pcf Max. soil.bearing is 1.50 ksf (33o short term increase allowed) 1 OAD CASES CONSIDERED ARE: 1.4DL + 1.7LL FACTORED INPUT LOADS P(kips) M (ft -kips) DL 1.60 0.00 1 LL 3.20 0.00 FOOTING PEP,AMETEP,S STRESSES AND SOIL BEARING D:i.meri�aon�-a-r �2-0.O::F_t7=Sq� Max, punching shear stress is 13.10 psi 'taJ;d.epth i es Max, beam shear stress is 2.08si pth "d" i 00 I cn hes Gravity only soil -bearing is 1.25 ksf s .,ol size is � 5.50x 5.50 Inches QUIRED REINFOP,CEMENT bottom long. 0.04 Sq.In. bottom trans. 0.05 Sq. In. 1 1 ' SPREAD FOOTING DESIGN. NM&R Chico, California Date: 7-20-1902 Project: HAWS RES. 9 oting Location: BLUE -P01 mment : FTERIAL PROPERTIES / Ultimate concrete compressive strength,.f"c is 2.00 ksi J 'Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf. Concrete weight for soil bearing is 50.00 pcf ' Max. soil bearing is 1.50 ksf (331-0 short term increase allowed) - AD CASES CONSIDERED ARE:. 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) 9DL - 1.3W UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.62 0.00 LL 3.49. 0.00 WIND 3.84 0.00 FOOTING PERAMETEP,S STRESSES AND SOIL BEARING i_ , 3° ps� �en.s_i-ons-=a-.re�.16.62x �350F_t Max. punching shear'stress is 25. ' ita-l=depth=i=, 1-2:00=Inches Max. beam shear stress is 20.13 psi pth "d" is B.00 Inches Gravity only soil bearing is 1.27 !af l size is 5.50x 5.50,Inches , Gravity+lat. soil bearing is 1.93 ksf �QUIRED REINFORCEMENT bottom long. ottom transverse in col. strip outside"col. strip 0.16 Sq.In. 0.04 Sq.In. (See UBC,2615 (e) 4 B) 0.02 Sq.In. 42 ' SPREAD FOOTING DESIGN NM&R Chico, California ' Date: 7-20-1692 Project: HAWS RES. �oting Location: BLUE-PO6 mment : �TERIAL PROPERTIES / Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf ' Max. soil bearing is 1.50 ksf (33ro short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) tFACTORED INPUT LOADS P (kips) M (ft -kips) 'DL 1.18 0.00 LL 1.59 0.00 WIND 5.77 0..00 ' FOOTING PEP,AMETERS STRESSES AND SOIL BEARING tmans�iDns.a:re—1 6x .6^2::-7.-5�F_t�Max. punching shear stress is ta-1—de th=ice=1-2x00=Tnche—� . Max. beam shear stress is P Depth "d" -is 8.00 Inches Gravity only soil bearing is �l size is 5.50x 5.50 Inches Gravity+lat. soil bearing is REQUIRED REINFORCEMENT tottom long. 0.09 Sq.In. bottom transverse 'in col. strip 0.04 Sq.In. (See UBC 2615 (e) 4'B) outside col. strip 0.01 Sq.In.. Ul 18.92 psi 11.61 psi / 0.66 ksf .../// 1 .92 l:sf ' SPREAD FOOTING DESIGN NM&R Chico, California Date: 7-20-1992 Project: HAWS RES. �oting-Location: BLUE-GP02 mment �TERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi 'Steel yield strength, Fy i,s 60.00 ksi Concrete is Hardrock with a unit weight.of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (330101 short term increase allowed) 1 - LOAD CASES CONSIDERED ARE: ' 1.4DL + 1.7LL FACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.35 0.00 'LL 7.70 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Di:mensi:ons=a-r=e=3=00-Ft"`Sq. Max. punching shear stress is 38.05 psi Fto=l-depth=i=s=1=2x00=Inches Max. beam shear stress is . 12.43 psi / pth "d" is 8.00 Inches Gravity only soil bearing,is 1.28 ksf ✓ ol size is 5.50x 5.50 Inches QUIRED REINFORCEMENT bottom long. 0.18 Sq.In. ' bottom.trans. 0.20 Sq.In. SPREAD FOOTING DESIGN r NM&R Chico, California Date: 7-20-1992 Project: HAWS RES. lJooting Location: BLUE-GP03., mment . �TERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi P 9 'Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1 .7LL ' FACTORED INPUT .LOADS P (kips) M (ft—kips) DL 4.41 0.00 LL 5.00 0.00 , FOOTING PERAMETERS STRESSES AND SOIL BEARING D2mensi_ons.a:rze:3_._0.0=F_-t=Sq:, Max. punching shear stresS is 42.02 psi to-1=dep h=i-S=1-2=00=Incheas1 Max. beam shear stress is 13.83 psi p "d" is 5.00 Inches Gravity only soil bearing is 1.43.ksf t/ .sol size is 5.50x 5.50 Inches �QUIP,ED REINFORCEMENT bottom long. 0.20 Sq.In. ' bottom trans. 0.23 Sq.In. CONTINUOUS FOOTING DESIGN MR Chico, California ' Date: 7-20-1992 •oject: HAWS RES. ing Location: BLUE FRAME LINE E - G-,r-eA gear+ LAie-r ent ;OTIN.G GEOMETRY 8 MATEP,IAL PROPERTIES / �1 yield stress, Fy.......................:..... 60.00 ks ✓/ ;timate concrete strength, f'c.................... 2.00 ksi� retetype ...................................... Hardrock rete unit weight ............................... 150.00 pcf voting width ................................. 2.00 feet "f ing length ..................................... 21.50 feet ✓ ng depth ...................................... 24.00 inches tiable soil bearing ............................. 1.50 ksf ^ort term load increase 33 Percent rete unit weight for soil bearing .............. 50.00 pcf rete cover to c.g, of reinforcing .............. 4.00 inches CASES CONSIDERED ARE: 40L + 1.7LL '50.40L + MILL + 1.7W) �OL - 1.3W "LUNN LOCATIONS AND LOADS Centerline b h Dead Load Live load Wind Coord, in. in. P M P M P H kips ft -kips kips ft -kips kips ft -kips 1.00 5.50 5.50 3.76 0.00 2.85 0.00 -14.1.3 0.00 5.71 5.50 5.50 1.50 0.00 0.00 0.00 12.65 0.00 3 10.75 '5.50 5.50 1.18 0.dO 4.8o o.00 0.00 0.00 '15.79 5.50 5.50 1.50 0.00 0.00 0.00 -12.65 0.00 20.50 5.50 5.50 3.76 0.00 2.85 0.00 14.13 0.00 11 sear wa 1� s �ec HAWS RES. ;offing location: BLUE FRAME LINE E tent . ,KING STRESS SOIL BEARING PRESSURES 'Case Soil Bearing Soil Bearing Overturning ! left end ! right end Safety Factor ksf ksf 'LL 0.72 0.72 + LL + WIND 0.00 1.73 41.88 - WIND 1.73 0.00 2.88 'LL WIND 0.00 1.93 2.12 - WIND 1.93 0.00 2.12 ' FOOTING DESIGN SUMMARY iordinate Vult Av Mult (top) Mult (bot) As top As bot As trans ft. kips @12'oc ft -kips ft -kips sq. in, sq. in. ! 141" oc 00 0.00 0.00 0.00 0.00 0.00 0.00 0:02 ;T, face 3.37 0.00 0.19 1.32 0.00 0.02 0.01 face 410.97 0.24 2.98 3.03 0.04 0.04 0.01 00 18.24 0.00 18.09 13.90 0.21 0.21 0.01 ,.00 12.82 0.00 48.00 40.63 0.73 0.61 0.01 ^ _ face 12.03 0.00 62.31 59.01 0.95 0.90 0.01 face 11.71 0.00 62.2E 60.39 0 �5 .92 0.01 00 11.81 0.00 61.11 60.01 0.94 0.91 0.01 8.00 14.00 0.00 40.65 46.83 0.61 0.71 0.01 16:36 0.00 11.38 31.49 0.17 0.47 0.01 '00 face 11.15 0.00 41.65 27.15 0.04 0.41 0.01 ol. face 17.15 0.00 2.65 27.15 0.04 0.41 0.01 00 15.55 0.00 19.36 35.53 0.29 0.53 0;01 00 13.64 0.00 46.11 50.33 '1 0Ott 0.16 0.01 . face 11.71 0.00 62.28 60.39 9' 0.01 16.00 Mt Mt :::r Mt mt 0.01 face 12.03 0;00' 62.37 59.01 0.95 0.90 0.01 00 13.34 0.00 41.71 34.15 0.63 0.51 0.01 20.00 19.99 0.24 8.53 6.88 0.13 0.10 0.02 face 20.97 0.24 2.9E 3.03 0.04 0.04 0.01 face 3.37 0.00 0.19 1.32 0.00 0.02 0.01 21.50 0.00 0.00 0.00 0.00 0.00 0.00 0.02 r _ 3 ---96 4-� SPREAD FOOTING DEIGN • NP•"°,P, Chico, California ' Date: 9-3-1902 Project: HAW'S RES. Footing Location: RED-PO1 ' Comment , MATERIAL PROPERTIES / Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is _1.50 ksf (23o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) UNFACTOP,ED INPUT LOADS P (kips) M (ft -kips) ' DL 3.55 0.00 LL 4.S9 0.00 WIND 6.40 • 0.00 FOOTING PEP,AMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x 3.84 Ft. Max. punching shear stress is 37.48 psi Total depth.is 12.00 Inches Max. beam shear stress is 25.32`psi Depth A" is-- 8.00 Inches Gravity only soil bearing is 1.15 ksf Col size is 5.50x 5.50 Inches Gravity+lat. soil bearing is 1.99 ksf REQUIRED REINFORCEMENT bottom -long. 0.25 Sq.In. bottom transverse in col. strip 0.08 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip 0.04 Sq.In. CPREAD FOOTING DESIGN NM&R Chico, California Date: 9-3-1992 Project: HAWS RES. ; Footing Location: RED -P02 Comment MATERIAL PROPERTIES / -Ultimate concrete compressive strength, f".c is 2.5b0 ksi Steel yield strength, Fy is 60.00 ksi . Concrete is Hardrock,with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf -Max. soil bearing is 1.50 ksf (33 short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + ,1 .7LL UNFACTORED INPUT LOADS P (ki.ps) M (ft -kips) DL 2.53 0.00 LL 5.95 0.00 FOOTING.PEP,AMETEP,S STRESSES AND.SOIL BEARING. Dimensions are 2.00 x 3.00 Ft. Max. punching shear stress is 26.59 psi, Total depth is 12.00 Inches Max. beam shear stress is 14.32 psi Depth '•d" is V0.00 Inches Gravity only soil bearing is 1.46 {csf Col size i.s 5.50x5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.14 Sq.In. bottom transverse , in col. strip + 0.07 Sq.In. (See UBC 2615 (e) 4 B) outside col strip 0.02 Sq.In. ' SPREAD FOOTING DESIGN NM&R Chico, California ' Date: 7-20-1992 Project: HAWS RES. �oting Location: RED -P03 mment . �TERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.00 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.'50 ksf (33%/ -short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W)_ �IFACTORED INPUT LOADS P (kips) M (ft -kips) 'DL 1.85 0.00 LL 3.28. 0.00 WIND 0.00 FOOTING PERAMETEP,S STRESSES AND SOIL BEARING mensi--ons=a,r=e-2-_.=0:0-x=2_.=2:5=F_t-n Max. punching shear stress is 18.27 psi E tta=l=de th=i°s 1=2 00=I-nches p Max. beam shear stresspsi JJ is 5.47 epth "d" is 8.00 Inches Gravity only soil bearing is 1.19 ksf 1 size is 5.50x 5.50 Inches Gravity+lat.. soil bearing is' 1.92 ksf REQUIRED REINFORCEMENT tottom long. 0.07 Sq.In. bottom transverse 1 in col. strip 0.06 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip. 0.00 Sq.In. 1 SPREAD FOOTING DESIGN NM&R Chico, California ' Date: 7-20-1992 Project: HAWS RES. �oting Location: RED-PO4 mment : �TERIAL PROPERTIES Ultimate concrete , compressive strength, f"c is' 2.00 ksi p 9 'Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) tFACTORED INPUT LOADS P (kips) M (ft -kips) DL 4.27 0.00 LL 3.56 0.00 WIND 5.49 0.00 ' FOOTING PERAMETERS STRESSES AND SOIL BEARING �mens=irons-a:re 00 x=3=50=Ft. :ota_1.dep_t.h.. J s 1.2./._0.0-Jlnches� Depth "d" is 8.00 Inches �1 size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT tottom lcng. 0.20 Sq.In. bottom transverse Max. punching shear stress is 32.37 psi Max, beam shear stress is 20.37 psi Gravity only soil bearing is 1.17 ksf / Gravity+lat. soil bearing is 1.95 ksf in col. strip 0.07 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip 0.03 Sq.In. SPREAD FOOTING DESIGN NM&R Chico, California �ev Date: 9-3-1992 Project: HAWS RES. Footing Location: RED-P05- Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, V c is 2.50,ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P(kips) M (ft-kips) DL 3.67 0.00 LL 4.86 0.00 FOOTING PEP,AMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x 3.00 Ft. Max. punching shear stress is 26.12 psi. Total depth is 12.00 Inches Max. beam shear stress is 14.06 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.47 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.13 Sq.In. bottom transverse in col. strip 0.07 Sq.In. (See UBC 2615 (e) 4 B) outside cola strip 0.02 Sq.In. SPREAD FOOTING DESIGN �-�" k NM&P, Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location: RED-PO5 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTOP,ED INPUT LOADS P (kips) M (ft -kips) DL 0.96 0.00 LL 2.08 0.00 FOOTING PEP,AMETEP,S STRESSES AND SOIL BEARING . Dimensions are 2.00 x 1.50 Ft. Max. punching shear stress is 7.13 psi Total depth is 12.00 Inches Max. beam shear stress is 1.77 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.06 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.02 Sq.In. bottom transverse in col. strip 0.04 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip -0.00 Sq.In. SPREAD FOOTING DESIGN' NM&R Chico, California Date: 9=3-1992 Project: HAWS RES. Footing Location: RED -P07 Comment MATERIAL PROPERTIES ' Ultimate concrete compressive strength, f"c is 220 k3i .Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) UNFACTOP,ED INPUT LOADS P (kips) M (ft -kips) DL 3.62 0.00 LL 4.12 0.00 WIND 6.14 FOOTING PEP,AMETEP,S / STRESSES AND SOIL'BEARING 'Dimensions are 2.00 x 4.00 Ft. Max. punching shear stress is 35.24 psi Total depth is 12.00 Inches Max. beam shear stress"is 24.27 psi Depth A" is 8.00 Inches Gravity on)y.soil bearing is 1.02 ksf Col size is 5.5Qx 5.50 Inches Gravity+lat. soil bearing is 1.78 ksf REQUIRED REINFORCEMENT bottom long.- 0.25 Sq.In. ' bottom transverse in col. strip 0.07 Sq.In. (See USC 2615 (e) 4 °) outside col. strip .0.04 Sq.In. SPREAD FOOTING DESIGN NM&R Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location: RED-EP02 Comment MATERIAL PROPERTIES /. Ultimate concrete compressive strength, V c is 2.50 hi Steel yield strength,"Fy is 60.00 ksi Concrete is Hardroc k with a unit weightlof 150.00 pcf Concrete weight for soil bearing is 50.00_ pcf , Max. soil bearing is 1.50 ksf (33% short term increase allowed) - LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 2.00 0.00, LL 1.72 0..00 FOOTING PERAMETERS , STRESSES AND SOIL BEARING Dimensions are 2.00 x 1.28 Ft! Max. punching shear stress is 7.1.7 psi Total depth is 12.00 Inches Max. beam shear stress is 2.42 psi Depth "Vis 8.00 Inches Gravity only soil bearing is 1.50 ksf ` Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT .bottom -long! 0101 Sq.In. bottom transverse in col. strip 0.04 Sq.In. (See UEC 2615.(e) 4-B) outside col. strip" -0.01 Sq.In. SPREAD FOOTING DESIGN /C iV ,• �� L NM&R Chico, Ca Tiforn is Date: 9-W1992 Project: .HAWS RES.. Footing -Location.: RED-EP03 Comment s MATERIAL PROPERTIES / Ultimate con-crete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with.a unit weight of 150.00 pcf + Concrete.weight for soil bearing is 50:00 pcf Max. soil bearing is 1.50 ksf ( % short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4Dt + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 2.52 0.00 , LL 2.40 0.00 FOOTING PERAMETEP,S STRESSES AND SOIL BEARING Dimensions are 2100 x 2.00 Ft. Max. punching shear stress is 12.99 psi Total depth is 12.00 Inches Max. beam shear stress is 2.06 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.28 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.04 Sa.In. bottom transverse in col. strip 0.05 SG.In. (See UEC 2615 (e) 4 °) outside col: strip 0.00 Sq.In. + SPREAD FOOTING DESIGN ' NM&R Chip, California Date: 9-3-1992 Project: HAWS RES. Footing Location: RED-EP04 Comment ; MATERIAL PROPERTIES % Ultimate concrete compressive strength, Kc is 2.50'_ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00'pcf -Concrete.weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) ' LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL ' .75(1.4DL + 1.7LL + 1.7Wj UNFACTOP,ED INPUT LOADS P (kips) M (ft -kips), DL 1.63 0.00 LL 1.32 0.00 WIND 2.25 0.00 FOOTING PEP,AMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x 1.50 Ft. Max. punching shear stress is 9.04 psi Total depth is 12.00 Inches Max. beam shear stress is 2.25 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.03 ksf Col size is 5.50x 5.50 Inches Gravity+lat. soil bearing is 1.79 ksf outside col. strip -0.01 Sq.In. ' SPREAD .FOOTING. DESIGN �2•��/ L, NM"R Chico, California Date: 9-3-1992 Project: HAWS RES. • ' Footing.Location: RED -EPOS Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete.weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 2.02 0.00 LL 0.96 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x .1.50 FtMax. punching shear stress is 6.57 psi Total depth is 12.00 Inches Max, beam shear stress is. 1.61 psi Depth "d" is 8.00 Inches Gravity -only soil bearing is 1.04 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.0', Sq. Tn. bottom transverse in col. strip: 0.03 Sq.In. (See UEC 2615 (e) 4 B) outside col. strip -0.00 Sq.In. SPREAD FOOTING DESIGN V • 5 NM&R Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location: GREEN-PO1 Comment i MATERIAL -PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) UNFACTOP,ED INPUT LOADS P (kips) M (ft -kips) DL 4.47 0.00 LL 3.84 0.00 WIND 2.98 0.00 FOOTING PEP,AMETEP,S STRESSES AND SOIL BEARING Dimensions are 2.00 x 3.00 Ft. Max. punching shear stress is 26.10 psi Total depth is 12.00 Inches Max. beam shear stress is 14.04 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.43 ksf Col size is -5.50x 5.50 Inches G ravit, lut. soil bearing is 1.93 ksf , REQUIRED REINFORCEMENT bottom long. 0.13 Sq.In. bottom transverse in col, strip 0.07 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip 0.02 Sq.In. SPREAD FOOTING 'DESIGN NM&R Chico, California' ' Date: 9-3-1992 Project: HAWS RES. Footing Location: GREEN-P02 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a.unit weight of 150.00 pcf Concrete weight for'soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) LOAD CASES CONSIDERED ARE: { 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) UNFACTORED INPUT LOADS P '(kips) 'M (ft-kips) , .DL 1.49 0.00 LL 2.40 0.00 WIND 3.2. 0.00 FOOTING PERAMETEP.S STRESSES AND SOIL BEARING- EARINGDimensions Dimensionsare 2.00 x 2.00 Ft. 'Max. punching shear stress is 14.88 psi Total depth is 12.00 Inches Max. beam shear stress is � 2.39 psi Depth A" is 8.00 Inches Gravity only soil bearing is 1.02-ksf Col size is 5.50x 5.50 Inches Gravity+lat. soil bearing.is. 124 Of REQUhRED REINFORCEMENT bottom long. 0.05 Sq.In. bottom'jransverse in col. strip 0.05"Sq.In. (See UBC 2615 (e) 4 B) outside col. strip 0.00 Sq.In. ' . SPREAD FOOTING DESIGN" ' P;M&R Chico, California . Date: 9-3-1992, Project: HAWS RES. Footing Location: GREEN -P03 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60:00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing.is 50.00 pcf. •Max. soil bearing is 1.50 ksf (33o short-term increase allowed) LOAD CASES CONSIDERED ARE: 1..4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 5.74 0.00 LL 4.72 0.00 WIND 6.03 0.00 FOOTING •PEP,AMETERS ;STRESSES -AND SOIL BEARING Dimensions are' 2.00 x 4.25 Ft. Max. punching shear stress is 41.39 psi Total depth is 12.00 Inches Max. beam shear stress is 29.72 psi Depth A" is, 8.00 Inches Gravity only soil bearing is 1.28 ksf Ccl size is 5.50x 5.50 Inches Gravity+lat. soil bearing is 1.99 ksf REQUIRED REINFORCEMENT bottom long. 0.31 Sq."In. bottom transverse' in col. strip 0.08 Sq.In. (See UBC 2615 (e) 4 B) outside col: strip 0.04.Sq.In. SPREAD FOOTING DESIGN ��! " 40 Z 'NM&R Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location:,GREEN-PO4 + Comment". MATERIAL PROPERTIES / Ultimate .concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is ,1.50 ksf (33o short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTOP,ED INPUT LOADS P (kips) •M (ft -kips) DL 1.80 0.00 LL 1.44 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x 1.50 Ft" Max. punching shear stress is 7.25 psi Total depth is 12.00 Inches Max. beam shear'stress is 1.80 psi Depth A" is 8.00 Inches Gravity -only soil bearing is 1.13 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT ' bottom long. 0.02 Sq.In. bottom transverse in col. strip 0.04 Sq.In: (See UBC 2.615 (e) 4 B) outs id2 .col . •strip -0.00 Sq.In. 60 3 SPREAD FOOTING DESIGN 9�v WR Chico, California Date: 9-3-1992 Project:'HAWS RES. Footing Location: GREEN -P05 Comment , MATERIAL PROPERTIES, Ultimate concrete compressive strength, fic is 2.50 ks! Steel yield strength, Fy 0,60.00 ksi Concrete is Har•drock with a unit weight of 150.00'pcf Concrete weight,for soil bearing is 50.00 pcf Max.`soil bearing is 1.50 ksf (33o short, term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTOP,ED INPUT LOADS P (kips) :, _ M (ft -kips) DL 1.96 0.00 LL 0.00 0.00 FOOTING PERAMETEP,S .,STRESSES AND SOIL BEARING Dimensions are 2.00 x 0.70 Ft. Max. punching shear stress is 3.69 psi Total depth is 12.00 I7ches Max, beam shear stress is 2.13 psi Depth A" is 8.00 Inches Gravity only soil bearing is t.45 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.00 Sq.In. bottom transverse in col, strip 0.03 Sq.In. (See UBC 2615 (e) 4 B) outside col. strip -001 Sq.In. " SPREAD FOOTING DESIGN . `4 NM.P, Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location: GREEN -P06 Comment MATERIAL PROPERTIES nn n 7 s Ultimate concrete compres�ive strength, f"c is x.50 k�i Steel yield strength, Fy is 60.00 Iasi Concrete is Hardrock with a unit weight of 150:00 pcf: Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) y LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS "P (kips) M (ft -kips) DL 2.77 0.00 LL 4.80 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING ✓ r Dimensions are 3.00 Ft. Sq. Max: punching shear stress is 26.63 psi Total depth "is 12.00 Inches Max: beam shear stress is 8.42 psi Depth "d" is 8.00 Inches Gravity only soil bearing -is 0.891 ksf Col size is 5.50x 5.50 Inches REQUIRED REINFORCEMENT bottom long. 0.12 Sq.In. bottom trans. 0.14 Sq.In. SPREAD FOOTING DESIGN NM&R Chico, California Date: 9-3-1992 Project: HAWS RES. Footing Location: GREEN-;-P07 Comment MATERIAL PROPERTIES / Ultimate concrete compressive strength, f"c is 2.50 ksi ✓/ Steel yield strength, Fy is-60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. .soil bearing is 1.50 ksf (330' short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL 'UNFACTOP,ED INPUT LOADS P (kips) M (ft-kips) DL 3.68 0.00 LL 5.84 0.00 FOOTING PEP,AMETEP,S STRESSES AND SOIL BEARING Dimensions are 3.00 Ft. Sq. Max. punching shear stress is 32.68 psi Total depth is 12.00 Inches Max. beam shear stress is 10.54 psi Depth "d" is 8.00'Inches Gravity only soil bearing.is 1.11 ksf ' Col size is 5.50x 5.50 Inches REOUIP,ED REINFORCEMENT bottom long. 0.15 Sq.In. bottom trans. 0.17 Sq.In. SPREAD FOOTING DESIGN' NM&P, Chico, California Date: 9-3-1992 Project:.HAMS RES. Footing Location: GREEN-EP02 Comment MATERIAL PROPERTIES / Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 60.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (330%. short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTOP,ED INPUT LOADS P (kips) M (ft-kips) DL 1.20 0.00 LL 0.32 0.00 FOOTING PEP,AMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 x 1.00 Ft. Max. punching shear stress is 2.71 psi Total depth is 12.00 Inches Max. beam shear stress is 1.21 psi Depth "d'' is U0.00 Inches Gravity only'soil bearing is 0.81 ksf Col size is 5.50x,5.50 Inches P,ErIUIP,ED REINFOP.CEMENT bottom long. 0.00 Sq.In. bottom transverse in col. strip 0.02 Sq.In. (See USC 26.15 (e) 4 B) outside col. .strip -0.00 Sq.In. ; SPREAD FOOTING DESIGN V ' `�• Nh"&P, Chico; California - Date: 9-3-1992 Project: HAWS RES. Footing Location: GREEN—EP04 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy,is 60.00 ksi Concrete is Hardrock.with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max, soil bearing is .1.50 ksf (33a short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTOP,ED INPUT LOADS P (kips) M (ft-kips)' DL 2.76 .0.00 , LL 1.76 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2100x 2.00 Ft. Max; punching shearistress is 11.80 psi Total depth is 12.00 Inches Max. beam shear stress is 1.86 psi Depth "d'; is 8.00 Inches Gravity only soil'bearAng is 1.18 ksf Col We is 5.50x 5.50 Inches REQUIRED REINVORCEMENT bottom long. 0.04 Sq.In. bottom transverse in col. strip 0.04 Sq.In. (See UBC 2615 (e) 4 8) outside col. strip 0.00 Sq.In. J 0 B �Q ws A-4 ENGINEER N M. R. STRUCTURAI; ENGINEERS PAGE N0. JOB NO. DATE n JOB //G u, s lC cs ENGINEER �o d cr LS N vim R STRUCTURAL ENGINEERS CALCULATTON OF /Z,, -r D . Z— 4 PAGE NO. JOB NO. DATE =D :71 �yZ5 X. S) F(-3 e4 x /5) + (L x 8 x 12- x ,!U = Z w4 5an, e o.S wt ILi Z gy w,57 Cy +,C, x I3,':7 lime Gs LA-) �Jv Samc c.5 ,,,z T ~Ln o � r. u O � 1— m U J O m o 2 LL; U 2 m m CD 0 0Cfl p Q R- O 7 Cc m 0 0 — O cr: cncn = �_ (J _ (J (4) CC s .. w o - - U LD Lj- cr = 2 N I N — m m > - v w_ 3 a Q v N N S J o o` ? U 0 rn J a R p a 3 ZLJ17 p 0 N Q l LU- _ _ M _ co cJ J Jw lQ" 3 J v 0 W N M 7ZT- N M JOB 1�-w s �sJJ ENGINEER N M R STRUCTURAL ENGINEERS PAGE NO. �' L JOB NO. DATE JOB ;44 ENGINEER CAT.("ULATTON OP MA% N M �R STRUCTURAL ENGINEERS PAGE NO. 2. JOB NO. DATE i Locncil�5 ,7) (y,5�r, iS,S� C(.s X /Z) + /7 �8 I ' (Z�x // L xS,SxIZ�� wit. (y rt 3 +^v,5�) x Is's �(g'x ls� + �3 x8'! x /Z)] yy w1Z O p i NICHOLS MELBURG & ROSSETTO AIA SHEAR FORCE SUMMARY Znc� Floor WALL LINE LENGTH WALL (ft) "w" WINO OR SE15MIC (k If) l- "V" (kips) �-, "v" WALL (k If) "v" HOOF (k If) w E ANCHOR BOLT SIZE & BOLT SPACING CAP.(K) NOTES I ICP o oss.ozi A� z 1 Zo , 085. o ,3y ,oza B,l lZ ,oB5 ILI ,3y,1y:1 '12�9s@Z4„ k\ ti IS , O ze , 14 -4 D, l 1 / o /;�(� v , 4 CP4 . 1 1 0 C> '/z�� lel I��o 0 s N s >v s N 8 0 ,1-:7-8 yZ ,3Z0 0 ,059 'h 42ZLf .SyI 2,7- -3 1 3' z ( y6 U m Li r 093 .3, r .30I o D59 '/z 32 .Sy 1 Yz O ,3Z0 ,os9 0 72- (2 Zr , 3-L4 I L— �nGlt.��5 �oo� L�a�s s-�ress w He f- N1 1 PAGE N0. STRUCTURAL JOB N0. 3 03 ENGINEERS DATE W i3 I � � o s i JOB. Haws Re s ENGINEER—R a be- r+ 0 C".ALC'.ULATTON OR a NM eg R STRUCTURAL ENGINEERS i PAGE NO. JOB NO. 13 03 DATE 7 iSr)-7iG 14 7) =D IA -)f3 (y,S x /S,S) -r (4,Z5"x i5,5) U35 x /Z)+(3x -,'x �Z)� = 13 la x w„4 (4,S'x 15, S)t((o,zS�uIS,S) (zx elf x lZ) x ,Id -3 = ICo? = Z 4,z ►� sa�rrIe as w iz __ ��Zo'x �z) + �3 x 'g, x i2)] 9 7 F77NICHOLS MELBURG & ROSSETTO AIA SHEAR FORCE SUMMARY. � � �� -F �oc7r WALL L I NE LE14GTH WALL ( 4 t) " w" I.1 I NO OR SEISMIC (k 14) w L " V" (k c p s) L j " v." VIALL ( k I f " v " ROOF (k I f) L ANCHOR BOLT SIZE & BOLT' SRAC I r•TG CAP.(K NOTES wQ 11 2,06 . 0000 , 10C) O /2i/�P'4,ii 84 ISI s Z, Z g 13 o Z, -4Z _ a , `� 3 ,113 o Vz_ Oe I 1 8l -I Z, -4z ,5:73 0 ,113 F- NICHOLS, MELBURG & ROSSETTO CLUE PRAMS SHEAR HALL APPLIED OVER- TURNING MOMENT SUMMARY WALL LINE 10, LATERAL FORCE (k) WALL HT, (k) LATERAL OTM (ft -k) UPLIFT UNIFORM (klf) UPLIFT P -LOAD (k) UPLIFT OTM (ft -k) TOTAL APPLIED OTM (klf) REMARKS �- og q Z� 8 3y,z -Po 4,Z.� a,s 3�,3 — — gi,� c_E�o4 4,Z- e 3y,Z c -E oz qp,5 Qdd -iso F08 2,(ocj 14 ,qS 12-1-485 9 Co — 3Z,0 above C-, I >✓- 08 Z, I Ll IZG s z� s E -Po I ILA Iz, -fo 3, I`I -,s F-9 Te) - Z9,--8 E- o3 3, I`I Z91-7 Z9,-48 Z -P@3 1,a(p Lj :7,yy Z -Poco 3,CoZ S i S 30,-4-4 31,5 1 2�0 1860 �i �•�{� IZ,Zy 3, &Z8.5 30,-4 y3 ,o I + 3 nc_ i n NICHOLS, MELBURG x ROSSETTO gL_U E FRAME SHEAR WALL RES I ST I NG OVER- TURN I NG MOMENT SUMMARY (Z/Z) WALL DEAD DEAD DEAD RESULTANT EFFECTIVE RESULTANT REQUIRED LINE UNIFORM P- LOAO OTM WALL OTM WALL LENGTH END FORCE 40 ecowN)s 10. (klf) (k) (ft-k) (ft-k)* (ft) (k) - Prea- 3, Z2- y 3, S 1 I 1 '3 , 1, 19 ST G Z Z'-4� C-0 Grecn S,- Ll ��;� 7-9)-7-13,E Z,ZO HPAHDZZ G-I, S(o 25, 1. 3�, � 13, 5 Z � --7 Co MS='48 G-E ZSZ 38, 1 CAS, I 13, `� y, 8Z HD3A Z O _ P r Z , L4 Co Gl `v'-� Z , III L} 4-- S 05 E-�,3,o Z4,-4-S y �, I HD � A I3O (o,L�3 ZS,orJ y.G� fo Co 5 HD20A HDZOA Z- 3 — 01(a( x-4,88 5,41 a O,-Z S1 Co7-Z,4 Z- Cl Li 33, SZ g HF->,4 HDZZ Z-1e,L4 3D, L4 8 3, 84 MST=Go co2-F>o1 4 3 4-I PA i-I D ZZ DEAD OTM REDUCED BY 2/3 AND APPLIED OTI,1 REDUCED BY (2/3), (WHERE APPLIES), PER CBC 2311(e). NICHOLS, MELBURG & ROSSETTO R F_ D FRAME SHEAR :WALL APPL i EO OVER-TURNING MOMENT SUMMARY WALL LINE ID, LATERAL FORCE (k) WALL HT, (k) LATERAL OTM (ft UPLIFT UNIFORM (klf) UPLIFT P-LOAD (k) UPLIFT OTM (ft-k) TOTAL APPLIED OTM (klf) REMARKS 8 Z,-4 Z O,oFo Po Z 288 10 Z8,8 .�o`� 0� 4Z, 33 L4Z,33 E o2 2,88 to Z8,8 ,y3 35,Co8 8,5 L4Z�33 pp�1.0 z.88. to 28,5 y O 35 z- pp 4 y, Coy 8.5 3Gt,H14 39, L4 Ll D@ CPoy z.,88 to 0818 .50 r)@ Pp3 4,Co`� S's 3 ,(4 J 39,L414 I ,1f Z a , _ 12, 0 :�T T 4A � � as �w .I � � � � � � +� � �■ t� ■�■� � �, � NICHOLS, MELBURG a ROSSETTO- FRAM C SHEAR WALL RESISTING OVER -TURNING MOMENT SUMMARY (Zl z� WALL LINE 10. DEAD UNIFORM (kif) DEAD P -LOAD (k) DEAD OTM (.fi-k) RESULTANT WALL OTM (fi-k)# EFFECTIVE WALL LENGTH (ft) RESULTANT END FORCE (k) REQUIRED I- --- 18 Iy,9Co IG H2O a 2, 40 �-pA HDZZ I—E� z Z,�O 10,0 18, S v 8 Z- o� 1190 ISZ Z -Eo 5 — 0100 I c� d z9 13 8 3,� ,A of [3-P 17 — 7-110 33;(�o 1,0 si (a2zy E3- a — 3, (o Z �l 3, �-i t 3, L+ o I Z z l Co H PA N. PZ Z g"� oz -- z, 0 3Z,,0 i'y'3S t to O,�O+ HP NDEZ HZ, CP 13-4�1'3 lZ Z,o(o H PA HDZZ D_P io -- 9101 32 ,.Z 1 3, --Co I O, a(o t 57-1oZ2z4 _ Z,Z� Z��1Z Z I�31� IZ Z,Cv(4 44?A H DZZ 2(:;o,oe 19,0 i w I �.I�j H PA +4 DZZ D poi — I�8.5 ZZ,Z ZLl' (o 1--1PA4-I;DZZ DEAD OTM REDUCED BY 21 3 AND APPLIED OTM REDUCED BY .(2/ 3) , ( WHERE APPLIES) , PER CBC 231 1 (e) . NICHOLS, MELBURG & ROSSETTO FRAME SHEAR WALL APPLI EO OVER-TURNING MOMENT SUMMARY WALL LINE ID, LATERAL FORCE (k) WALL HT, (k) LATERAL OTM (ft-k) UPLIFT UNIFORM (klf) UPL1 FT P-LOAD (k) UPLIFT OTM (ft-k) TOTAL APPLIED OTM (kif) REMARKS 3 L4 88 -Poi 1 � S Cn 8 IH aSa 3-Poz 3. Z 8 4 S Z-488 A Z > rie A, 1 2cd. r'ram.= Sim �rzG S. rZ i m F:70re-e5 dr-,a-� +o F= -c. cry-- Q rncD, I NICHOLS, MELBURG & ROSSETTO GRE E:N FRAME SHEAR I.1ALL - RESIST 114G OVER -TURNING MOMENT SUMMARY (z/z-) WALL LINE 10. DEAD UNIFORM (k1.f) DEAD P -LOAD (-k) DEAD OTM (It -k) RESULTANT WALL OTM (ft -k)* EFFECTIVE WALL LENGTH (ft) RE-SULTANT ENO FORCE (k) REQUIRED 3,0 tial-- 3 o1 -- 9,1+-4 35,0 ?_ e-, 3, 7 5 1 I S Z - I 1, 140- � 1 u ln� 3- 03 --' ��{ - -Co�4s 3-P z 1 99 Z' --T 1�,.'-I 8. S> z179 HRA HD ZZ DEAD OTM REDUCED BY'2/3 AND APPLIED OTM REDUCED BY (2/3), (WHERE APPLIES), PER CBC 231l(e), 2 Mi TITLE: HAWS RESIDENCE DESCR: 9' CONCRETE WALL JOB #: 1303 BY:CJR @ 8/04/92 RetainPRO(tm) 2C (C)1989-91 ENERCALC 1 -------------------------------------= /d r TITLE: HAWS RESIDENCE ' DESCR: JOB #:.1303 9' CONCRETE WALL BY:CJR @ 8/04/92 RetainPRO(tm) 2C (C)1989-91 ENERCALC -----------------------STEM DESIGN -=------------------------9 ------ (Factored values shown for concrete stems) P 2 of 2 <-------------- Stem Designs --------------> ' Stem Construction Data < 'At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 10.00 4.00 2.00 1.00 0.00 ft ' WALL TYPE ABOVE HT. Thickness (nominal) :Concrete Concrete 10.00 Concrete Concrete Concrete 10.00 10.00 10.00 10.00 in Rebar Size = #.,6 # 6 # 6 # 6 # 7 ' Rebar Spacing Rebar Placed at.. ;.• = 16.00 16.00 16.00 16.00 Edge•... Edge 16.00 in .: •.Edge.....Edge DESIGN DATA.. .• •Edge•. fb/Fb + fa/Fa = 0.000 0.000 • 0.000 0.000 0.000 Lateral Load @ Ht. MOMENT...... Allowable = 47 = 10,745 1,424 10,745 2,495 3,145 10,745 10,745 3,833 # 14,239 ft-# Actual = 23 3,056 6,923 9,737 13,226 ft-# ' SHEAR...... Allowable Actual = 85.00 = 0.51 85.00 12.54 85.00 85.00 23.18 29.76 85.00 psi 37.46 psi Embedment Length Req'd.= 12.00 12.00 17.06 24.33 9.05 Wall Weight = 125.0 125.0 125.0 125.0 125.0 psf Rebar Depth 7.63 7.63 7.56.in MASONRY DATA.. •.. .7.63.....7.63. ... f'm _ psi ' Fs Grouting _ psi Special Inspection ' n : Es/Em Short Term Increase........• = CONCRETE DATA.. f'c ......................... = 2,500 2,500 ...... 2,500 ..2,500 ....... 2,500 psi Fy- = 60,000 60,000 60,000 60,000 60,000 psi --- ------------------- SUMMARY OF FORCES & MOMENTS ------------------ --- - Origin of Force: ---------------- ---'---- Heel Active Press. = Overturning # ft ------ 2,890 3.78 Moments -;- Resisting Moments ft-# # ft ft-# ----'----------- -------------- 10,918 ' Soil over Heel = Toe Active Press. -123 0.78 -95 733 6.67 4,889 _ Soil over Toe Sloped Soil @ Heel = 605 2.75 0 0.00 1,664 0 ' Adjacent Ftg. Load = Surcharge @ Heel 0 0.00 0 0 0.00 0 0.00 0 0 Surcharge @ Toe _ 0 0.00 0 0 0.00 0 Axial Load on Wall = Load @ Proj. Wall = 0 0.00 0 287 5.92 0 1,698 Averaged Stem Wts. = Added Lateral Load = 30 11.83 355 1,375 5.92 8,135 ' Footing Weight = Key Weight 1,400 3.50 0 0.00 4,900 0 Vert. Componant of = 0 0.00 0 1 Active Press. _--------- TOTALS 2,798 ----------------- : 11,178 4,400 --------- 21,286 !--- >> Distances from front edge of footing bottom (not key) I E top- t, Rl M in = . .......... 1 H f .......... ....................... 7 .7.7.7 ......... i h .................................................................... ............ ... ...... ............. I E top- SAO =-----------------------•---------......------------------------------...... ' . ...............................................................,- i l d i 1. i n. i•:::C<;+•.. A ` '' I I i Ci is i n �_ w : r, i� } G - }. ,'...<'}:'a .... ................. ...................................................... ,.. , }_i :. ... ..--•----------•-•-•------------ ---------------------------- f n r T :. -• • f_ ............................. r .. 5........ - . i a i i- i i - i! � •r _ i I_, 4 �_ c - q . i itl � ;_!•'•''•'.•.•.•.•.'.•.•.•.•.•r.'.'.'.'.'.'.'.•.'.•.•.•.•r.•.•.•.•r.'.•.•:.•.•.•.•.•.•.•.•.•.•r.•.•.•.•.'r.•.•r.•r.•.•.•.•r'a ' i:::::':•:•:' :':':':':':':':'i::':':':(':... '•'•'i ••'••'•'•'•.•'•'••` i .:':•:':':C':':':':':':':':':•' ........ ......... ....... '....... i r 1 �: will 1 + 5i4 TITLE: HAWS RESIDENCE ,• DESCR: 7'RETAINING WALL JOB if: 1303 BY:CJR @ 8/04/92 RetainPRO(tm) 2C (C)1989-91 ENERCALC ------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ------ SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 287 plf Active Lateral = 45.0 psf Axial LL on Stem = 540 plf .....Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in ..Max. Active 0 psf Surcharge over Toe 0.0 psf Backfill Slope = 0.0:1 Surcharge over Heel - 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 1,500 pcf overturning @ Heel : Yes Soil Density 110.0 pcf @ Toe Yes .Soil Ht over Toe = 12.0 in -------- ADJACENT FOOTING -------- ' ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ..Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'l Lateral Load = 30.0 plf Ftg. Base.Above/Below Soil ...dist. to start = 8.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 9.00 ft Footing Type Line '---------------------------- WALL & FOOTING DATA ------------------------- Retained Height 8.00 ft Toe Width = 3.50 ft Wall Ht. above soil = 1.00 ft Heel Width = 1.50 ft ' Key Depth = 0.00 in Total Width = 5.00 ft Key Width = 0.00 in Thickness = 16.00 in Key Dist. to Toe = 0.000 ft - - = SUMMARY,________________________________; Pressure @ Toe 1,397 psf actors of Safety: ; Pressure @ Heel = 173 psf Overturning = 1.82 :1 Allowable Press. = 1,500 psf Sliding = 2.64 :1 ; Eccentricity 7.80 in ' Resultant Within Middle Third 1 -Way Shear @ Toe = 18.8 psi Allowable Shear = 85.00 psi 1 -Way Shear @ Heel = 0.0 PSI ----------------------------- SLIDING CHECK --------------- ' Ftg/Soil Friction = 0.250 Lateral Pressure = 1,867.5 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 4,083.3 # Factor of Safety = 2.64 (-)Friction = 845.9 # Add'1 Force Req'd= 0# ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel--. f'c = 2,500 psi ACI 9.1 Pressure = 2,013 249 psf Fy = 60,000 psi Mu - Upward. = 9,809 73 ft-# Using SP @ Heel Yes Mu - Downward = 2,658 336 ft-# -------- Rebar Choices ------- Mu - Design = 7,150 263 ft-# -- Toe -- -- Heel -- One-Way Shear: #4 @ 14.02 in 48.00 in ' vu = 18.77 0.00 psi #5 @ 21.74 in 48.00 in vn=2(f'c)1/2*.85 85.00 85.00 psi #6 @ 30.85 in 48.00 in ' Rebar CL To Edge = 3.50 3.50 in #7 @ 42.07 in 48.00 in Depth to steel 12.50 12.50 in #8 @ 48.00 in 48.00 in Ru = Mu/bd-2 - 50.8 1.9 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0000 #10 @ 48.00 in 48.00 in TITLE: HAWS RESIDENCE ,y DESCR: 7'RETAINING WALL JOB # 1303 BY:CJR @. 8/04/92 RetainPRO(tm) 2C (01989-91 ENERCALC -------------------------------- STEM DESIGN --------------------------g------- (Factored values shown for concrete stems) P 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data <' At Various Heights Above -Ftg_------> DESIGN HT. ABOVE FTG. = 8.00 4.00 2.00 1.00 0.00 ft ' WALL TYPE ABOVE HT. Thickness (nominal) :Concrete Concrete 10.00 Concrete Concrete Concrete 10.00 10.00 10.00 10.00 in Rebar Size = # 6 # '6 # 6 # 6 # 6 Rebar Spacing = 16.00 16.00 16.00 16.00 16.00 in Rebar Placed at.•... Edge• Edge...,. EdgeEdge... DESIGN DATA.. :. ....• .Edge•.. fb/Fb + fa/Fa = 0.000 0.000 0.000 0.000 0.000 ' Lateral Load @ Ht. MOMENT..... Allowable = 47 ` = 10,745 659 1,424 1,921 10,745 10,745 10,745 2,456 # 10,745 ft-# Actual = 23 1,025 3,056 4,722 6,911 ft-# ' SHEAR...... Allowable Actual = 85.00 = 0.51 85.00 85.00 65.00 5.24 12.54 17.44 85.00 psi 23.13 psi Embedment Length Req'd = 12.00 12.00 12.00 12.00 6.00 Wall Weight = 125.0 125.0 125.0 125.0 125.0 psf Rebar Depth.... 7.63. 7.63. 7.63 in MASONRY ' DATA.. ..7.63 .. .7.63 f'm = psi ' rs Grouting = psi Special Inspection n : Es / Em = Short Term Increase ' CONCRETE DATA.. ............................................................. f'.c = 2,500 2,500 2,500 2,500 2,500 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi ' -------- ------------ ------ SUMMARY OF FORCES & MOMENTS ------------------ --- ;- Overturning Moments -;- Resisting Moments., -; Origin of Force: ---------------- -------- Heel Active Press. = # ft ------ 1,960 3.11 ft-# # ft ---------------- ----- 6,098 ft-# --------- Soil over Heel, = 587 4.67 2,738 Toe Active Press. -123 0.78 -95 ' _ Soil over Toe 385 1.75 674 Sloped Soil @ Heel = 0 0.00 0 ' Adjacent Ftg. Load = Surcharge @ Heel = 0 0.00 0 0 0.00 0 0.00 0 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = Load @ Proj. Wall = 0 0.00 0 287 3.92 0 1,124 Averaged Stem Wts. = Added Lateral Load = 30 9.83 1,125 3.92 295 4,406 ' Footing Weight = Key Weight 1,000 2.50 0 0.00 2,500 0 Vert. Componant of = 0 0.00 0 ' Active Press.. --------- TOTALS = 1;868 --------- -------- 6,298 3,384 ----- ---- 11,442 i >> Distances from front edge of footing bottom (not key) --------- ri Hu w Li --i i -I i L L 4 R L 0 C Ll j Aj o f .3. SII .......... . . . .......... . .......... ........... ......... ... ................ . ..................................... ........... ............. ................... ............ ........... ri Hu w Li --i i -I i 070 1 ........_.......................::::: .e 1 1 1 11 i. • �.:.:.:.:.:.:.:�:.:., .......... :In c t _ i .................. ........t .................... ....... Ii t. ' r• '_ ' ` II f .'.'.•.'.•.'... . ....................... ............................. L 1 1 • _ ............................................ . ......(Ey _1 it C1}4l11 i:.:.:.:.:...:.:.:.:.:.:.:.:.:.:.:.:.:.:.....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...... �...........I i i I I � w �. l 1 • i . 1 • . TITLE: HAWS RESIDENCE Oil DESCR: 5' RETAINING WALL JOB #: 1303 BY:CJR @ . 8/04/92 RetainPRO(tm) 2C (C)1989-91 ENERCALC --------------------------------------------------7---------------------------- CANTILEVERED ----------------------------------- RETAINING WALL DESIGN Pg 1 of 2 SOIL ---------- SOIL DATA ------------- --------------------------------------- ------ ADDED VERTICAL LOADS ------ ,Allowable Bearing 1,500 psf Axial DL on Stem 287 plf Active Lateral _ 45.0 psf Axial LL on Stem = 540 plf 1..... .....Slope Active Max. Active = 0.0 0 psf psf ...Ecc. (Toe side +) Surcharge over Toe = 0.00 0.0 in psf Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist 'Passive Lateral= 1,500 pcf overturning @ Heel Yes ' Soil Density 110.0 pcf @ Toe : Yes Soil Ht over Toe = 12.0 in' -------- ADJACENT FOOTING -------- ' ------ ADDED LATERAL Lateral Load Acting LOADS ------- Vertical load= '..Ecc. (Toe side +) 0 0.00 plf in On Stem Above Soil - 0.00 psf Footing Width (perp) = 0.00 ft ' Add'l Lateral Load 30.0 plf, Ftg. CL to Wall Ftg.Base Above/Below = 0.00 Soil ft ...dist. to start = 6.00 ft At Wall Face [+/-] = 0.00 ft". ..dist. to end = 7.00 ft Footing Type Line 1 ----------------------- Retained Height --- -- WALL & = 6.00 ft FOOTING DATA ----------------7-------- Toe Width = 2.50 ft Wall Ht. above soil = 1.00 ft Heel Width = .1.50 ft Key Depth = 0.00 in Total Width = 4.00 ft Key Width = 0.00 in Thickness = 16.00 in Key Dist. to Toe = 0.000 ft -------------------------- _= SUMMARY =_ - Pressure @ Toe Pressure @ Heel Allowable Press. Eccentricity 1,183 = 425 = 1,500 3.77 psf Z, Factors of Safety: psf Overturning = psf Sliding = in 2.24 :1 4.25 :1 ; ; Resultant Within Middle Third 1 -Way Shear @ Toe 1 -Way Shear @ Heel = 10.5 = 0.0 psi psi Allowable Shear = 85.00 psi ; ------------------------------------------------------------=----------- ---------------------------------------SLIDING ----------------------------- SLIDING CHECK ---------------------------- Ftg/Soil Friction = 0.250 Lateral Pressure = 1,117.5 # ' Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 4,083.3 # Factor of Safety = 4.25 (-)Friction = 669.2 # 1 , ---------------------------- FOOTING Add'l Force Req'd = DESIGN ------------------------------ 0 # ---Toe--- --Heel-- f'c = 2,500 psi ' ACI 9.1 Pressure = Mu - Upward 1,716 4,647 617 151 psf Fy = ft-# UsingSP @ Heel 60,000 Yes psi Mu - Downward = 1,356 268 ft-# -------- Rebar Choices -------- Mu - Design = 3,291 117 ft-# -- Toe -- -- Heel -- One-Way Shear:- #4 @ 30.68 in 48.00 in 1 vu vn=2(f'c)1/2*.85= Rebar CL To Edge = Depth to steel Ru = Mu/bd"2 = Min. Rebar Ratio = 10.52 85.00 3.50 12.50 23.4 0.0000 0.00 85.00 3.'50 12.50 0.8 psi #5 @ 47.55 in psi #6 @ 48.00 in in #7 @ 48.00 in in #8 @ 48.00 in #9 @ 48.00 in #10 @ 48.00 in 48.00 48.00 48.00 48.00 48.00 48.00 in in in in in in q2 TITLE: HAWS RESIDENCE ' DESCR: 5' RETAINING WALL JOB #: 1303 BY:CJR @ 8/04/92 RetainPRO(tm) 2C (01989-91 ENERCALC STEM DESIGN -------=-------------------------- '-------------------------------- (Factored values shown for concrete stems) Pg 2 of 2 <-------------- Stem Designs--------------> Stem Construction Data ------------------------------------------------------------------------ DESIGN HT. ABOVE FTG. < At = 6.00 Various.Heights 4.00 2.00 Above Ftg. 1.00 > . 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete Concrete Concrete Concrete ' Thickness (nominal) 10.00 10.00 10.00 10.00 10.00 in Rebar Size = # 5 # 5 # 5 # 5 # 5 Rebar Spacing = 16.00 16.00 16.00 16.00 16.00 in Rebar Placed at Edge..... Edge..... Edge ' DESIGN DATA.. . ..• ..'..Edge' .• .•0.000 .Edge .. fb/Fb + fa/Fa = 0.000 0.000 0.000 0.000 ' Lateral Load @ Ht. MOMENT..... Allowable = 47 = 8,279 200 659 8,279 8,279 1,003 8,279 1,385 # 8,279 ft-# Actual = 23 218 1,025 1,850 3,044 ft-# ' SHEAR...... Allowable Actual. = 85.00 = 0.47 85.00 85.00 1.15 4.76 85.00 7.73 85.00 psi 11.44 psi Embedment Length Req'd = 12.00 12.00 12.00 12.00 6.00 Wall Weight = 125.0 125.0 125.0 125.0 125.0 psf Rebar Depth 8.19 8.19 in ' MASONRY DATA.................. . .. 819 819 ............. 819 ...... f'm psi ' Fs Grouting = psi Special Inspection n : Es / Em = Short Term Increase. ' CONCRETE DATA.. ................................................... / f'c = 29500 2,500 2,500 2,500 2,500 psi '---Fy-- - ----------------�- = 60,000 60,000 60,000 SUMMARY OF FORCES & MOMENTS 60,000 ----------=----------- 60,000 psi --Overturning Moments Resisting Moments - Origin of Force: ---------------- =----=-- Heel Active Press. = # ft ------ 1,210 2.44 ft-# --------- ------- 2,958 # ft ----- ft-# --------- Soil over Heel = 440 3.67 1,613 Toe Active Press. -123 0.78 -95 ' _ Soil over Toe 275 1.25 344 Sloped Soil @ Heel = 0 0.00 0- ' Adjacent Ftg. Load = Surcharge @ Heel = 0 0.00. 0 0 0.00 0 0.00 0 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 287 2.92 837 ' Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 875 2.92 2,552 Added Lateral Load = 30 7.83 235 footing Weight = 800 2.00 1,600 ' Key Weight 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press.--------- TOTALS = --------- 1,118 ----------------- 3,098 2,677 --------- --------- 6,946 !--->> Distances from front edge of -------- footing bottom (not key) --------- q2 L C, L L 4 A L c; -1 i n a ri r a rfi .7 rl, Ea 1 1 H ............ ........... ........... ............ ........... ........... ij. I ................. .. ....................... ........................................ ...................................... ......................................... . ..... ............................ ............ ... ....... ................ I ............................ ....... ............ ... ............... .................. .................. ......... .....•..•..•..•..•...• ps'---•-^ .................................... ------------------------ .^^ - 1.1 j —� .........................................••---...:...........................:_... LJ:. it J ,• .................•....... it ......................................................... ice' •.•.'.'.•.'.'.'.'.•.'. i ........... ............... ...........•-••----..........-...--.••..................... ..........}} ; I r.....':..'..�': 7 IGu� 416f - - +il+�•:••:••••:• :.:.:..:..:..'. .:......:.. .:. .:.:........:'..' .'' :.''}...•.,,,,.,.I i{{.. .... ...... .. .... i c � :.:.....:....:::..................... f , ....:,:..:.::.: , , , :.':.::........'....'. . � •i i f r