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HomeMy WebLinkAbout033-130-001�''f�� � 7/�, I NOTES �✓ a "''"-� PERMIT NO. RESIDENTIAL 033-130-001 04-0163 WATT, HUGH • ` 3 78CANYON HIGHLANDS, OROVILLE NEW SINGLE FAMILY 4t.35 Address OFFICE COPY GAS Meter By Date ELECTRIC Meter By Dat Lft> SPECIAL CONDITIONS CHECKED BY SRA. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _VE RIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address ELECTRIC Meter By Date JOB FINALED Signature, ,i .i ----------- i 1 t 0 i OFFICE COPY GAS Meter By Date ELECTRIC Meter By Dat Lft> SPECIAL CONDITIONS CHECKED BY SRA. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _VE RIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address ELECTRIC Meter By Date JOB FINALED Signature, ---ta ` N�d•d '! NOTES �o RESIDENTI AIL h ? a _ PERMIT NO. 7A ��� ��.f �G. - 033-130-001 04-0163 WATT, HUGH E LAe 3 %BCANYON HIGHLANDS, OROVILLE NEW SINI LE FAMILY 410 v t' ' —rcL40a-�A Z Cl''l f l ` t � A2 SPECIAL CONDITIONS CHECKED au -.SRA BY 72( FLOOD CERTIFICATE REQ. " FIRE SPRINKLERS REQ. 4 r SPECIAL INSPECTION ITEMS in VERIFY USE PERMIT CONDITIONS ' I SUB -STANDARD HOUSING LETTER .f ' f i OFFICE COPY f: Address Y, ELECTRIC Meter By�_Date JOB FINALED (Dat Signature ;. ?=0x o UM OK m ht3'3t? H4i RGp < m Nm Rudy - RESIDENTIAL. Date VNDEFWL00R (Plans) OK except A's AgljNoo�anjng-S F .. Main; Soils-Elec. Gmd.-/ /" Ftg. De th aO'Ftg., Garage; Soils-Steel-Elec. Gmd.•/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Biockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8, Piers-Fireptace Ftq.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test JZ Electric Underground 1 Pie acts; Clearance -Materia -Sup rt -Ins. ird - -Ant s -lois -ants Crf ' cess & Ventilation 6. Insulation Date Acard B-1 VG Date Card B-1 Date Card B-1 _ Date Card B-1 Date PLUMSMG (Permit) OK except tf*s Air Baffle 2@!SJ1o%Ver Pa<Test, First Floor -Tub Access *,22. Gas Pipe;^Sixe & Anchors V Date a- -V5 Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL.(Perrnit) OK except Ws at Doors 27. ZW-Equ4i (round made up w/Mech_Fasteners-Botfd Gas & �Adfer Cu or At 31. geCircle/ /ga Cu or At -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Eqjkrbearances Panets-Motors-Meth. Equip. CW2othes Closet Light -Shower Light -Spa Light IET5 moke. Detector Date -� -(jj Card e-1 (%W Date Card B-1 Dat Card B-1 VV Date Card B-1 Date MECHANICAL (Permit) OK except ft's Insulation & ja7.09,ent Fan, Exhaust above insulation Condensate Drain & Overflow. Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Date ; i jr Card B-1 V P Date Card B-1 Date, .1s CardB-li/11 Date Card B-1 Date FRAMING (Permit) OK except #i's 41. Sib Proper Materials & Anchors f ills over Girders & Floor in Walls (rat proof) Furred Ceilings -Stairs -I 46rfteacers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) 4r40 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 6111 Bdrm. Windows or Exit, inLDoorg<Vili Ht. & Dirnen1t'ons 2JGaraae ire Protection Frafimm'ZRG Channel W Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V-.-Sidia- ailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underttr. Access 59. - G1 Area -Glass Protest' .Skylights- lastic 60. Shear Watts; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Dated ,:)?-A< CardB--AIA Date C B-1 Dater.A,4 nS Card B-1 VIS Date Card B-1 Date %-Irumace Venft%earance-Comb, Air -Connector- , In,4rage; ve Floor -Ducts -Meeh. Protection f -T -A Bath Fixtures & Tub Access Spa & Sub net, Bxk*VrSizes & Labels " Iace or St , Clearance -Hearth s eec: Outlets at _ & Appliance; Gf d -Air -G Cooking CI ante 7 ec. Outlets & Recept s Counter 7 arane: Above Floor -Meth. Protection ?T Ptb & Mech. Equip. Listed for tion 9.°receptacles in Garage . -Romex Protection �sulation-Foam-Looked in Attic 8 . and Rails & Deck Construction -Post Caps �fn. VBems & Crawl Door Drainage & Wood -Earth �arance Looked Unde loor r'oUowi trutidi0rive es D NwWaiks O Yes tens O Yes 5; Brown -Finish Wait Disconnect, Et tai -PI bing grits Above R pliant&.F earance to Openings 8 er Weli, Disconnect, Electrical, Plumbing 8 e 'Etec. Trim, G.F.I. Receptacle -Underground 6 antiiation Throughout House otection IrreStions from Previous Inspections -Meters Tagged, Gas -Elect 97 ter ewer Connected -C o Grade -HD Approval 79 S rgy Compliance Cartificate-Other Certificates address Posted "TJ67 ° 'Sprinkler Dale 06�Card 13-1 QU Date Card B-1 Data 0.5 Card 8-1 V Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: F acs s .� _'.�4 'r.. s. .. v �. �ir.,L,.sx .._.-- y✓ys 1 r COUNTY OF BUTTE BUILDING DIVISION t DEPARTMENT OF DEVELOPMENT SERVICES \ .F rl� 7 County -Center Drive • OroviI6, CA -,(530) 538-7541 ' CORRECTION NOTICE OWNERt PERMIT NO. : A rou ne inspection 4ndicates that the following violations of Butte County Ordinances exist at - the above and should be corrected. Please call for re -inspection;*' n•.correction of . work is c'o`m feted If you have any questions,'pertaining.to this matter or need additional M y..:� .explanation �01ease contact the t3uilding Inspector as indicated below. i4 �- j 1' .• ���,. rim F4 -Date j} ��` Inspe for it/G�id tr'� o 1 - Phone# <' REV 4/05 t ,.` r— /FOR RE -INSPECTION CALL: 538-7636 OR -891--:2834 1 1" r• COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 E.. `CORRECTION NOTICE :i= !Ya O NW 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,please contact the Building Inspector as indicated below. 14 14ra C-& D m►✓v` 1- I a1 141C -i 2, Cts ,/ i l? ,v 1 n. La I I rt1, 1,,Pv s' r - Date v Inspector REV 4/05 Phone # -2834 FOR RE -INSPECTION CALL: 538-7636 OR 891 • . r Y� s' r - Date v Inspector REV 4/05 Phone # -2834 FOR RE -INSPECTION CALL: 538-7636 OR 891 NOTES x? " a JA -:t' :' PERMIT NO. 7 11IV G�.� dAav/oarALL b 41d i �f a -I RESIDENTIAL 033-130-001, 04� 0163 WATT, HUGH 76CANYON HIGHLANDS, OROVILLE NEW SINGLE FAMILY' I= un /42 -vLl _gk� OA Ole\ Al�Fjl A� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY [Address ELECTRIC Meter By Jh4= Date CHECKED BY j'lOB FINALED (Dat . Signature --- i� RESIDENTIAL 033-130-001, 04� 0163 WATT, HUGH 76CANYON HIGHLANDS, OROVILLE NEW SINGLE FAMILY' I= un /42 -vLl _gk� OA Ole\ Al�Fjl A� SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY [Address ELECTRIC Meter By Jh4= Date CHECKED BY j'lOB FINALED (Dat . Signature --- J=OK 0 = NotOK - =Not Applicable Ap . = Not Ready RESIDENTIAL Date VNDWLOOR (Plans) OK except #'s .Ftg., 'ng -Setbacks -Easements -Flood -Slope F ., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test JZ Electric Underground 1 . Ple Ducts; Clearance -Materia -Sup ort -Ins. ea `U ird - ' s -Ant s -Joists- ents Cri g s VU ib.,ccess & Ventilation 6. Insulation Date A, 3jb5Card B -1 y Date Card B-1 Date Card B-1 Date Card B-1 Date PLU (Permit) OK except #'s 1 er Htr.; Vent-Accgss--Combustion Air Baffle 29�S wer Pam* -Test, First Floor -Tub Access 21,._Test Tub & Shower, Second Floor -Tub Access *Z?2. Gas Pipe; Sixe & Anchors Date _Z -2,?-0_5- Card B-1 L/ f3 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s - _-.1 at Doors & No. of Conductors 27.��nstalled 28!E ' . Ground made up w/Mech Fasteners -Bold Gas & %wfer 29--2 Appliance Circuits in Kitchen & Conductor Size GFI 3 iz /ga Cu or Al 31.7nge Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33., E . Clearances Panels-Motors-Mech. Equip. -Clothes Closet Light -Shower Light -Spa Light 69wmoke Detector Date,-a3­0.5Card B-1 W Date Card B-1 Dat Card B-1jjjV Date Card B-1 Date MECHANICAL (Permit) OK except #'s Insulation & Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet DateCard B-1 1/ f-) Date Card B-1 Card B-11 //y Date Card B-1 Date FR_#MING (Permit) OK except #'s 41. Ws Proper Materials & Anchors ' / balls over Girders & Floor Nail p in Walls (rat proof) s, Furred Ceilings -Stairs h & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) W. Cling. Joist-Rftr. Ties- Purlin-Roll Uret _Truss-Shting.-Rtng. 4 Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. . Bdrm. Windows or Exiting Door6eSill Ht. & Diazens1ons 2, Garaqe ire Protection Fra C Channel 54 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers V—Sidiv4fNaiHng Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. GI Area -Glass Prot -Skylights lastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 2. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Dat Card B Date C rd B-1 Datea aSQ Card B-1 V15 Date Card B-1 Date FIND 1BletTW0K except #'s Z­I�umace Vents�;Rearance-Comb, Air-Connector- IniRkage; Wove Floor-Ducts-Mech. Protection Bath Fixtures & Tub & Labels —r y dace or stove; ciearance-nearrn -Elec. Outlets at Wood -Fell nel, Sx= PwT. &Appliance; Gr d-Air-GCooking CI ante Outlets & Recept s . Counter .7r__ c n.. _O Garage; Above Floor-Mech. Protection 7,97 Plh ec. & Mech. Equip. Listed foLjecation 19.y •c. eceptacles in Garage . -Romex Protection rtsulation-Foam-Looked in Attic 9. ,;2.m Rails & Deck Construction -Post Caps jn. VBents & Crawl Uegboor Drainage & Wood -Earth ' ^ iarance Looked under,Floor QXC< % Instld./Drive CKes O No/Walks O Yes Wo/P anters O Yes 3rown-Finish I'll - to 8,,�er Well, Disconnect; Electrical, Plumbing Trim, G.F.I. Receptacle -Underground rouahout House 9F .. lrrec ' -from Previous Inspections T -Meters Tagged, Gas -Elect* ^ 99 ter ewer Connected-C/o Grade -HD Approval rgy Compliance Certificate -Other Certificates address Posted -Vr. T Sprinkler Date3"' le- 'Card B-1VJS Date Card B-1 Dat - Q's Card B-1 VoDate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 0= e0K Not Applic = NotReadyable 1. MOBILE HOMES . Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test-Wrap; -/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect Enclosure; Fencing -Alarms 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 77! _ .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements-Setbacks-Easeme6ts 2. Footings; Siie=Spacing-Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 - Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 Insulation Certificate BUILDING LOCATION: Description of Installation ROOF -- "-A- Material ��y a - Thickness (inches) BUILDING PERMIT #:OL'— . � 2 Brand Name Thermal Resistance (R- Value) CEILING Q �, Brand Name Batt K Blanket Tyle Value I",_ ; ' ! f• �� Thermal Resistance. (R Thickness (inches) - ) Brand Name Loose Fill Type lb Minimum thickness inches Contractor's minimum installed weight/ft Value) Manufacturer's installed weight per square foot to acheive Thermal Resistance tR- EXTERIOR WALL Material &UA �t. Thickness (in"es) i 'll 'A C C Brand Name =S„ �� Thermal Resistance (R -Value) RAISED FLOOR 1 Mammal 5 , , Brand Name c'4 `� ! Thickness (inches)l—.S / - Thermal Resistance (R -Value) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) i�_P1ock� Brand Name Thermal Resistance (R -Value) Brand Name :­�t_-anal Resistance (R -Value) 3 Declaration I hereby certify that the above insulation was dinstalled eW re residential builbuilding at dings with ngs contained n Title 24 of the the current Building Energy Efficiency Stan California Administrative Code. License Number G,j!:jjj,r21 ona r (Builder) Date Signature and Tule Sub Conaactor (Insulation Installer) License Number Date Signature and Tide THIS CERTIFICATE MUST -BE PROVIDED TOTHE N ,IBUILDINGr PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED AN ARY 1993 JIM PURSELL, P.E. CALIFORNIA Llc. 60924 WASHINGTON Llc. 381 21 J PU RS ELLC�S BCG LO BA L. N ET August 27, 2004 Philo Hunt, P.E. Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Hugh Watt=Residence, APN 033-130-001 Dear Philo: 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 IFAX (530) 534-0902 Attached are calculations and revised As -built foundation plan -for -the above referenced project - I have inspected the used glulam beams and the new, but slightly weathered`"Big Beam" the owner has acquired. They are in good condition and capable of standard design load capacities in my professional opinion. Thank you for your consideration. 7S' erely, im Pursell, P.E. CI AV1j,S-/01VrP o¢-0/63 BUTTE COUNTY BUILDING DIVISION PPROVED 9 8/0¢ P. ;;jl. � y a lCF3 Lr. U ��IrJG STSS rVPS1- �. -3 (q,! j Sj�o -S-j s G ren sp,.v rAl p5 1 Sso 16r 6 2- K P -R so, V Cs s� 1z"y `-� S. S , Z �� U 4� g s i ,S @ �a- --m, wl��Ls Rf- & W i v\� WALL y�- JIM PURSELL, P.E. CALIFORNIA LIc. 60924 WASHINGTON LIC. 381 21 'JPURSELL(@SBCGLOBAL. NET August 27, 2004 Philo Hunt, P.E. Butte County Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Hugh Watt Residence, APN 033-130-001 Dear Philo: 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAx (530) 534-0902 Attached are calculations and revised As -built foundation plan for the above referenced project. I have inspected the used glulam beams and the new, but slightly weathered "Big Beam" the owner has acquirgd. They are in good condition and capable of standard design load capacities in my professional opinion. Thank you for your consideration. Sin rely lm Pursell, P.E. i20'c 60m Ta CIVIL -A 0 ' CAL%F BUTTE COUNTY. BUILDING DIVISION APPROVED 91el �' } .ACIA '•, ISS �Z �.�A�UtiG t3Cr. G/P pxq i � ,j i M� ?qZ- 4,A-M��S p5 I _� ) 4IV rV =zbcto s) 2y0 sr 9a; h 4-o9T� -� T S>( €iii 3r y N. N'1 G�,�r P� 3 U:4; q '� -,:�R ll� I �--, 'i Op AM [QAN) Aj) rn� .d Date: c,> SITE PLAN REVIEW APPLICATION AP# Permit Number (if applicable) D — O1 L'rj Bin Number A � 2 APPLICANT INFORMATION Parcel Size:. .__,f ; ► _P Owners Name: Vj r_)_r ' V A UG 1-1 Owners Address: V e � 0�2b'V 1 U_ C,A Telephone No.: Situs Address: Proposed Use: Residential . ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable Z N/A Brief Explanation if necessary): P (� DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval R Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) F-1Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) NJ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See at Zhed) • Flood Zone: x • Flood Panel No.: 0 G Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ' Use Requires: ❑ Use Permit ❑Minor Use Permit F]Administrative Permit F]Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Al2 —1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front So C - /L Side O 71 Side Street Rear , 3 f-3) Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 M Applicable Development Fees: Standard Fees 4.Amount Formula ❑ Fire ❑ - School* F]Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 PA Subdivision Map/Parcel Map: e ArV y Oj\) Map Date of Recording: Lot: H -'Zb -- 5 O Ci 2 ❑ Use Permit/Minor Use Permit Book: I Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u Page 4 of 5 a ti Cr NATu� 1-,Nt. of O.KN .u. DvmA 0- 10 FU. OF WAX of DANIQQU 5 o'h Oji 'CC 92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPT CES - BUILDING DIVISION 7 County Center Drive • Oroville, California 9 iephone (530) 538-7541 PERMIT NO. (Rbv.12/96)` APPLICATION AND PERMIT - 40+. 61(675 ASSESSOR PARCEL NUMBER 033°i3 -001 ZONING I+ BUILDING PERMIT OWNER r l U3 NE a c555 SO. FT. OCC. BUILDING VALUATION D I s- r oMci vc - �' 0 D rov- t 1 0-Gl. Q �i (0 2 3 In 9vc) CONTRACTOR'S NAME D iN rKY TELEPHONE s ' LO CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 12- 000 Total Valuation $ j 6 ARCH R ENGINE ,. rl i LICENSE NO. Filing Fee S 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 9 ��,50 Plan Checking Fee $ , s CQn On h Lan d S 8 Energy Plan Checking Fee PERMIT FEE S � 3 LAT NO. SUSUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT FfIling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other sPECIPv Each Trap C1 1 7.00 Lp3,-- Solar or heat pump water heater 23.00 Water piping 15f Each as water heater or vent 15.TYPE OF WORKuGas jet Addition ❑ Remodel ❑ Ublities ❑J.�IInstaljlattiion ❑ Other ❑ Work: tJ SF uQ 16 r 1 ac ed Qnra G'G i in stem 1 - 5 outlets 15.New Buildin sewer I 15.Describe Mobile Home S G W @20 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 OOR LE Main Service( 200AOOV OR LESSSS :j' 23.00 � J - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. SD . � OR ADDNS. ( a ACC. BLDS, 3.5QFT: NON N-REOSIO . MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OvrL CIR. Ex. Occup. ourLEr OR PIXTUREs BA� @':50 Ex. Occup. OPIX�EDTS R. D OEA 5.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S O I Q . 20reason MECHANICAL PERMIT Filing Fee 20.00 Heating I IS- 15 — Cooling — — Hood 6.50 Ventilation 1 14, G-0.4. 50 PERMIT FES— Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) XI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation pro 'sion f section 3700 of the Labor Code, I shall f hwith mply with those r X Date Sig ature Appli nt - Owner ❑ Contractor ❑ Ag6nt An OSHA l5iarmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ T TOTAL FEE $ HAZ. D. F P FLQOD _ IM/'y` cD PAR PD HD suE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON De provisions to do work paid. b Receipt No. &-14-+55 I 3.53 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 12/96) APPLICATION AND PERMIT Gam• ©ll03 mMNG BUILDING PERMIT SORPARCELNUMBER O33• 130• 001 t�R- I TELEPHONE SQ, FT. per, BUILDING VALUATION pub H IA/A-rr 533.5553 19 0 �. 10 3 � 8 s aAwN tADDRESS ND AVE 3o O�owrt,C.E 45q�o� .5710 14 1O 3e -S TELEPHONE •.� 3 / GQ $' NTR4CTCR'S NAME aea 9W jJ IE-JP—S I !o OP�I '� !o TRACTORS Mum ADORE= Lemo B MAIUNG ADDRESS Fireplace 1 2 Total Valuation $ I Z _ 6 7-R. UCENSENO. Filiin Fee $ 20.00 OR rS Permit Fee $ 73D.5� OR ENGDdOM M4a1NG ADDRESS Plan Checkin Fee $ G . o Energy Plan Checking Fee $ euaDm,GADDREss C*N 4 &L Ciera OM leW- -A $ PERMIT FEE susonnsroHSHaeE PARCEL aaP PLUMBING PERMIT Filing Fee 20.00 LOT NO.Each Trap 7.00 3 . USEOFSTRUCTURE Soler or heat pump water heater 23.00 —/ ID/Duplex ❑ Mobilehome E3 Other Water piping 15.00 I � 15.00 SF S Each gas grater heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 / Addition (3 Remodel ❑ Utilities 13 Installation ❑ Other ❑ Building sewer 1S.00 /S�• New Cr Mobile Home S G W @20.00 Describe Work: � 5 r W/ � rt-/ke H F�� cy � �� E PERMIT FEE $ — 14-3.— ICAL PERMIT ELECTRICAL Filing Fee 20.00 rvice ooAonu=ss 23.00 2 Service -DA To +-� 46.00 7. Dwa1NG oCCt7P.3.50620 a ACC. a9r.FIEW DOW . MULn ounFr @7.50 PERMITFEE PAID $ 1. a swGLE oimET aRm @ f.0 . OUTLET OR WI RES BSL .So cu . vn EzEMS DOma5.00 IFiling SRA $ Home -Facilities 20.00 . Wiring 23.00 $ 3�0 •^ SHERIFF PERMIT FEE $ I I D . MECHANICAL PERMIT Filing Fee 20.00 Heating ►�� /�� OTHER O $ CoolingZG ZO - Hood 6.50 fit' Ventilation $ PERMIT FES S (o • '� Mobile Home Installation Fee $ I $ En rgy Inspection Fee $ �o `°' 'PE TOTL FEE $ I, 5 20 �� 53 XAZ D. FEES Irl F7 •- P EL 65UE AMOUNT RECEIVED $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DATE RECEIVED 04- 5' By Date I o•.f-.-fr---rhY..r.:��,,�r,�,•.:�;,�r.i^wi%r�+,w.v.k.=�i_rwr"'7'ur'►°'iiK'r-.r'r.-yw�..�,�.e..,.^.i--.�.y,�.�. ... .r•�Y^r+....,«.-.:-s .i �' I�L�f:�"�Y'i"'�-.- :.'+F+Fr}�.�...,�'%-S.�1t 4+�a i - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER: WA 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ASSESSOR PARCEL NUMBER 0 33 ' 13 n - Oe5f Proposed Building Use: KISr- V✓ A7T (SAQA GE Counter Technician: t!r1C_ Date: #/;) 3104 Items required in order to apply for permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 19. Soils Report and/or Engineered Foundation required ........................................... ❑ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. .J/ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner Cy 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other ; Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 19. Soils Report and/or Engineered Foundation required ........................................... ❑ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. '0-04 0. , l 22. City of Chico Plumbing permit ...................................................... 23. California Department of Forestry plan approval ❑ paid. Sent by 24. Planning approval (A) Use:�K (B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. _ d 27. Encroachment Permit for driveway from the Public Works Dept ........................... _ ❑ 28. Pre -Inspection for required....... _ ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... _ ❑ 30. Worker's Compensation Carrier and Policy Number ........................................... _ ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ...................... _ ❑ 3.Letter of Signature authorization.................................................... _ d --***'�3 ecorded copy of Agricultural Acknowledgment Statement.............I... .. .IG.. _ ❑ 34. Manufactured home utility clearance............................................................... _ ❑ 35. Existing violations and/or expired permits......................................................... _ ❑ 36. Deed Restriction......................................................................................... _ ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: _ ❑ 39. Other: _ When issued Telephone 533 • 5555 and hold for pickup. I have been infgrmed of the above item"rid.requirements for obtaining a building permit. Applicant:". P A&�Date: l Z_3D 1. Index permit appt cation for the above items numb ed: Plan ChedLetter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own s . wsed of the abg! d to 6 ❑ phone, ❑ mail, ❑ counter. Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by;.. _ _ Date- Structural approved by: Date: Note transfer by: Dat . Yellow: Building Division TO: Building Department E ' H USE C-AILV Sint Ma A h,d Floe? Man A shed .eafl3 to ®.D. , / To FROM: Environmental Health SUBJECT: Sanitation Clearance L AA J 3 , �T�• ^l G�C�% Owner Location AP# lic Plan Approved for: Sewage Disposa Clearance for dwelling. Other _ Hold final for: Final clearance. O.K. for: NOTE: Environmental Health Specialist 8/96 Sup Private Well Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # 03 Z — I � 0— (DO PROPROSED BUILDING USEy DATE - RECEIPT # DATE REQ. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ -� 2. SCHOOL DISTRICT FEES 0 1D V ((I (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00.-,=$ 1 a� Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. i ,Y 4. URBAN AREA FEES(paid _11at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 12k 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 03 oq At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the Aan checking pAocess. APPLICANT DATE Pursuant to Government t ode Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ;VPW" Offfull, 0 1 MO 71' IMlY ./f�v. �� ?. , yl. 611x,1., e� 9 , � �{� � .I _�1, t *, .. �IiID+�C� IpJ. 11y�779 � t .'1 I r fxi 3� � h. �., J Pi il f fill ItI A P? ii-P " Pigiff 1510 'Ile f, UP I Idol 10 fog 111f r 7F AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COOY of Document Recorded 23 -Jan -2004 2004-0004015 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building .permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, :and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and. fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established:agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such, inconvenience or discomfort from normal, necessary farm operations. .All that real property situate in the County of Butte, State. of California, described as follows: �ot �%� QS S�towcv ON144S Cori gat, dMap Bnlf'l fe�9 ,�CcthYah t4) JkJ J J5 $viv6tae -F Mai �e O'�ite GI^ 7L.e -'eo►z�er c�'tksz �ovp� A;ec a" �pri i L16) , ih x18 of 17�aPs a`it tsets) S'a 9. . Date 11—a 13 �,Y PROPERTY .OWNERS: State of California ) county of before me, personally app aired — personally known to me (or proved to me on tl a basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed' to the within instrument and acknowledged to me that he/she/they executed the same in his/her%their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici I seal. :Si 11 a ea ' ANGELA D. MASTELOTTO Commission #1381124 a Notary Public - Calitomia A.P. # ('�`�-3 - L� U Butte County. My Comm. Exp. OC22, 2008 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District A.P. Number Jurisdiction: City Property Owner --L'w)a'4 Property Location/Address Building Department No. .,.�County Subdivision Lot NO. ....................... . •�l .Residential Developmpri =FootagaGrouNo o Eving MobileHoma Addition/ Supplementato ( p R) Units Installation Conversion Permit # *(No foundation Inspection) ........................................................................ ! ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 Q Sq. Footage New Addition (including txterior K001CG ruc S) ho 11441 Date f District Identification No. & j EL.2,2���School District certifies that //I;F/7— U (Applicant) (Street Address) ,(City) has complied with the requirements of Resolution No. representing square feet. .School District Representative Paid by Check # Remarks: (State) - (Phone Number) Code) O 60 I;t by payment of $ MITIGATION2926 = FULL $ Date No You may protest the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Govemnent Code Section 66020(a), wittiln 90 days from the date fen are paid. Failure to submit a timely written protest vAll'prohlbk you from challenging ft Imposition of the fen In any court action. If, subsequent to the School District Representative signing this - Butte County Schools Impact Fee Certification Form, the School. District Is notified by tie applicable Local Planning Agency that this project Is being owl-wwd under tie California Environmental Quality Act (CIEQA). this project moy be subject to additional school foes hilly mkkpft.ft Impact on tie school dWbicft schools. White (applicant), Yellow (building department), Pink (school dis1rict). feeform.As (10/03)dm.m V"' b � JIM PURSELL Page 1 Date 8-4-03 CIVIL ENGINEER RCE 60924 Job Number 103-01-12 Job Name Watt Residence Assessor Parcel No. 033-130-001' Analysis CBC 2001 Dead Loads Live loads Roof Comp 5.5 Roof Panel 4.0 1/2" Gyp 2_5 12.0 psf. 16 psf. Wall Siding -2.0 o ss'io ES Percision Panel -.3. 5 1/2 gyp 2_5 8.0 psf. N .60924 Floor Flooring 4.0 sT cw�� Pam 3/4" plywood 2.5 9rF of CA\-�Fo I -joists 2.5 Insulation 1_0 10.0 psf. 40 psf. BUTTE COUNW Lateral loads BUILDING DIVISION Wind P = Ce Cq q I where APPROVED -�--- .... Exposure C S/O¢- p, Q = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76'@ 30 feet 0.5 out leeward wall Seismic V = 2.5 C. I W / 1.4 R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.25 Lateral bearing = 150 psf/ft. r: 4 S � j� i � • � !, s .% W JR -z q3 192, - � _ (J-3.tZS 138= YV /z5 ? yo �s ^V _ µ Lew ?'RR, - 3'-IS6 z4.sY? lSoo PRA WA-rr P� 3 WA U /Z S3 ;,- kZ r �v� 1l1.�. C✓ 5 s-A.w;v 6� SQA 5 - �(s5�ll.zS� -- � Z(g. 5)(ir.z5) L v � �j' w�O�-vG S; R==SS �f z p. F SSU✓� L�h�.Bsf�. IL 12) 26 Fv vs 2�2 D.f` 'AF- �°`S �C zy 17 12, V /. S(.ZSQ j 3���✓G S,v�R, F� � yrs � �� 3 v- v 2 -LJ SC3 G 5 �S i U z (-S)(�) vs /A%% VII -50 WESTERN WOODS USE B00K DESIGN -- BENDING MEMBERS Continuous Beam — Two Equal Spans — Uniformly Distributed Load / 3u.1 , r R,=V,=R,=V, _— — ' g ,iD =/o' `ill I'I�I it III I � s zy`a"/L R. . . . . . . . . . . . . . . s�,t 5 14z lei _ tL V;=Vnai. . . . . . . . . . z 8 /Acs S Fr1 rn I I I I I M m -Z q0c 2 2 L / 31 \ SUV 4�' I �6l 8 128 /Zg Gnat.Ce' 0.461, approx, from R, and R, _ rb1NG J'��-5 18s_I b b 3- -7 -V -Z� X s) _ I ('s jds/ -:;'7'Z r 27G Pew �z -3 A46 Fj AEP YI&Y FI—IV6 4j"-� .3-q4 nb I? r.(to)(qo-yc) SP- _" �� �B��Se _ x I � �• oP `�y� r�NG 1piGv"T i 4 l /L/ 17cc) FV ------------------- b h� 2K? ISS 12. 77 FT, 9' �VIA.4ZOC,,' �F, (�;"AKAGF-- 66--aAPi Zcppcs*� ------------ 3. -Fv C-5 I ---------- N . F' �. 1��� � r. �s� -� s� �s ; �.,: � �:.��� ,urs -r F���. ;�. �-, s 2c> I C-- 4G sZs •L2 PAS —T � Pte. io f2 Wo�� Q � ova GST rti M� >� STjq A GgrvT/V. Beam Overhanging One Support—Uniformly Distributed Load R, = V, _ w (1' —a') = 5^� 21 1 a R,=v,+v,.. . . . . . . . . _ �(1+a)' =SoN s+lo= l3, 3?2 X w l+a Xi 21 z& -r•5) V, . . . . . . . . . . .=.wa _ S�il/O� w = SOS/vl� �0 6 RI R2 V, = 2! (1'+ a') �N -21.5,4 /v J 1 r2 CaT.S) (I- 2 2 V. 1 between supports = R, — wx 12) ` 1 VII (foroverhang J = w (a — x,) VI •. V21 l Shear V3 M, (atx- 2 [� — 1=]/ .. _X1 we' (1+a)'(1—a)' Mr 1 at Rr� . . . . . . = _�= 2_51-7 �b (6afween 1ILI Mx supports / _ — (1' — e' — xl) 21 M` w Mx, (for overhang _ — (a — x,)Moment 2 2 22` Ox between supports� 24EI1(P — 21'x' + Ix' — 2a'1' + 2a'x') \ wx , c C A?, for overhang _ — (4a'l — P + 6a'x, — 4ax,' + x,') J 1JJG rp�i-s zz- `• 24E1 L3wc� SNR F„ fL.2-iii 3(87-88) .= �_ 3 V,- 3 E 2aaa. �� -- i X V � /yam �z�o Pte, l� F� 17-2- (U5� s� kr. M 'NDfrVG S�If-=A� I;, }165 As i' 3 092168 _ / 35 � 16S P s i o_F-> vs£ 5 s Sl e IF-- Alb G s--- 3-u k\ r-=/F-� &gvqfN R/4-9 4kz / / ,�.�-.���/✓L SSSS s..12z(-U108) - �ba h/ Gin 3 AS -5 . o . Q - - . vs� 3G 'sem: x !� �f ► t'. ,�7'h� . VJA 4�l.- TbTAL LoA-p = GSIsE3 = 1 U?3, `o fiv—G = /. ^ . 2106 3Z" sem. USE S" -l0/ i,.p -FTNC Beam Overhanging One Support—Uniformly Distributed Load 1 a X w l+a XI Ri R2 2 2(1— 12) V� V Shear M rrmn .Q�-vol�G S7't�ss Ft, =V, . . . . . . . . . . _ Lo(1,_a,) _ 22y CIL'—�o;) 21 2(17 w R,=V,+V,. . . . . . . . 2!(1+a)' = 2z��2t6,�— 302y IL V2 . . . . . . . . . . . . ..we=.22y(6) — ) 3y Ij I w Vs . . . . . . . . . . . . — 21(12+a°) ' 2�•L (z;46�/ = �o�16 Vx l between supporfsJ Vx, (-for overhang = w (a J�5z �A.. c N �o 4-2- 1 (' s l a 32 M, Cat LI J� _ �(1+a),(1_e)'=2zy (2tC�2�1-�2:'I� 2 1' e11 �2)z Ms l (a R,/ . . . . was . . . _ — _ Z2- Z2 - 2 Mx 1 between supporfsJ wx . . . _ — (1' — as — sl) 21 Mx, (for overhang W _ _ (a — s,)2 2 Ax 1 between supporfs / . wx . ._ — (1' — 21'x' + !x' — 2e'1' + 2e'x') 24EII Ax, 1 for overhang 1 w:, _ — (4ar1 — 1' + 6a ss, — 4ax13 + s,$) 24EI F� = g �s�I. zs� _ /C-ry pS; 42- z.3 .3 J�5z �A.. c N �o 4-2- N/A -TT 13 Vl P= SLY .3(10+ .z 8 Ale - at z '� (cls �ZJ /d - ��9� 'd��`�� p•�J /253-4 1 PAX Py. o_F -21 P-- ' = /3ao�.. �(/. 31 - 211-5 psi F- _ � ' 6.3 Cv�y� cLy Gr-u� (1.�mSAL ) G CP = — _I_ ��o.(�. .D-1 /33Z� E-1 F-1 TD o x. %per. Fc Cp / 3 37- 3 = 725 ? 3712-. G � 1_33Za 3 _ el, sig -YUJ,v /�u3Z ) /33 CS-5� Watt Lateral Analysis Improtance Factor I = 1 Wall ( (main floor) Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 120 0.7 150 14.5 1 = 1370 P(15)= 0.62 0.3 55 0.7 105 14.5 1 = 809 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 30 0.5 0 14.5 1 = 233 P(15)= 0.62 0.8 162 0.5 112 14.5 1 = 1669 Page 17 Seismic Roof Weights: Main Pitch = Rise:Run Pitch Factor 5 : 12 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 876 x 12 = 11388 Porch Pitch=Rise:Run Pitch Factor 10.8: 12 = 1.35 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.35 x 324 x 12 = 5237 Loft Floor: Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 96 x 10 =. 960 (Area)x(Wt.(psf)) = Wt.(Ib) .416 x 8 3328 P (Total) = 4081 Ca = 0.36 Total Wt.(Ib) R = 5.5. W = 20913 (wood panel) WIND GOVERNS Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 2444 WallAO(pony walls) Wind Roof: Windward. Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 . 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 150 0.7 120 14.5 1 = 1370 P(15)= 0.62 0.3 105 0.7 55 14.5 1 = 809 Wall: Windward Leeward q. I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 30 14.5 1 = 233 P(15)= 0.62 0.8 364 0.5 162 14.5 1 = 2801 P (Total) =5213 WIND GOVERNS Seismic; Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 584 x 8 = 4672 Floor Weight: (Area)x(Wt.(psf)) = Wt.(lb) 1008 x 10 = 10080 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 336'x 8 = 2688 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 17440 (wood panel) Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2038 Total Shear V = 4483 Waft. Lateral Analysis P (Total)E14/7 4 WIND GOVERNS WallCO Wind Roof: Windward Improtance Factor 1 = 1 Wall O (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 Wind 0.7 0 14.5 1 = Roof: P(25)= Windward Leeward q I P 146 (Coef.) (Coef.x A + Coef. x A) (@75) 14.5 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 115 0.7 115 14.5 1 = 1201 P(20)= 0.67 0.3 198 0.7 198 14.5 1 = 1924 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = . 0 Wall: P(25)= Windward Leeward q I P 0 (Coef.) (Coef.x A + Coef. x A) (@75) 14.5 (lbs) P(30)= 0.76 0.8 0 0.5 . 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0. 14.5 1 _ 0 P(15)= 0.62 0.8 160 0.5 160 14.5 1 = 1870: P (Total)E14/7 4 WIND GOVERNS WallCO Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 14 0.7 14 14.5 1 = 146 P(20)= 0.67 0.3 68 0.7 68 14.5 1 = 661 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = . 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= - 0.62 0.8 48 0.5 48 14.5 1 = 561 P (Total) = 1368/ WIND GOVERNS Page 18 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 1697 x 12 = 22061 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 464 x 8 = 3712 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 25773 (wood panel) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 3012 Seismic Roof Weight: . . Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 365 x 12 = 4745 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 192 x 8 = 1536 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 6281 (wood panel) Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 734 Wall O (Pony walls) Wind Seismic Roof: . Windward Leeward Watt Page 19 Lateral Analysis (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Improtance Factor 1 = 1 0.3 0 Wall (main floor) 14.5 1 = 0 520 x 8 = 4160 P(25)= 0.72 0.3 0 Wind 14.5 1 = 0 Seismic Roof: Windward Leeward q I P Roof Weight: Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 5 : 12 = 1.08 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 Windward P(20)= 0..67 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1.08 x 1745 x 12 = 22685 0.76 0.8 0 0.5 0 14.5 1 = 0 Wall Weight: Wall: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt.(Ib) R = 5.5 W = 20288 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 686 x 8 = 5488 P(30)= 0.76 0.8 0 0.5 0 14.5 1 . = 0 0.5 162 P(25)= 0.72 0.8 15 0.5 15 14.5. 1 = 204 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 75 0.5 75 14.5 1 = 947 R = 5.5 W = 28173 P(15)= 0.62 0.8 72 0.5 -72 14.5 1 = 841 (wood panel) SEISMIC GOVERNS Base Shear (lb) P (Total) = 1992 V = (2.5 x Ca x I x W)/(1.4.x R) = 329 MA&SE.KMIL GOVERNS Wall O (Pony walls) Wind Seismic Roof: . Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Wall Weight: (Area)x(Wt.(psf)) =. Wt.(lb) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 520 x 8 = 4160 P(25)= 0.72 0.3 0 0.7 `0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 1008 x 10 = 10080 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) Wall: Windward Leeward q I P 756 x 8= 6048 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(25)= 0.72 0.8 15 0.5 15 14.5 1 = 204 R = 5.5 W = 20288 P(20)= 0.67 0.8 70 0.5 70 14.5. 1 = 884 (wood. panel) P(15)= 0.62 0.8 162 0.5 162 14.5 1 = 1893 Base Shear (lb) . V=(2.5xCaxIxW)/(1.4xR)= 2371 P (Total) = 2981 Total Shear V = �64 SEISMIC GOVERNS P (Total) ==,E2529 / WIND GOVERNS WallO Wind Roof: Windward Leeward q Watt Lateral Analysis (Coef.) (Coef.x A + Coef. x A) (@75) Wall O (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 Wind = 0 P(25)= 0.72 0.3 0 Roof: Windward Leeward q I P 0.67 0.3 0 (Coef.) (Coef.x A + Coef. x A) (@75) 1 (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 71 0.7 71 14.5 1 = 690 P(15)= 0.62 0.3 14 0.7 14 14.5 1 = 126 Wall: Windward Leeward q 1 P 0 (Coef.) (Coef.x A + Coef. x A) (@75) P(20)= (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 30 0.5 30 14.5 1 = 379 P(15)= 0.62 0.8 128 0.5 . 92 . 14.5 1 = 1334 P (Total) ==,E2529 / WIND GOVERNS WallO Wind Roof: Windward Leeward q I - P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0: 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0'.5 0 14.5 1 = 0 P(20)= 0.67 0.8 36 0.5 0 14.5 1 = 280 P(15)= 0.62 0.8 48 0.5 0 14.5 1 = 345 P (Total) = 625 SEISMIC GOVERNS Page 20 Seismic Roof Weights: Main Pitch = Rise:Run Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 876 x 12 = 11388 Porch Pitch=Rise:Run Pitch Factor 10.8 : 12 = 1.35 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.35 x 324 x. 12 = 5237 Loft Floor: (Area)x(Wt.(psf)) = Wt.(Ib) 96 x 10 = 960 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 416 x .8 = 3328 Ca = 0.36 Total Wt.(lb) R = 5.5 W = 20913 (wood panel) Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2444 Seismic Roof Weight: Pitch = Rise:Run . Pitch Factor 5 : 12 = 1.08 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.08 x 344 x 12 = 4472 Wall Weight -(Area)x(Wt.(psf)) = Wt.(Ib) 174 x 8 = 1392 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 5864 (wood panel) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 685 (� 2�� ; /8 zC�s)4-2,,17� 36' e /70 }�API, PAXs cO/! Nns , 7 - /37 � 2Z � P 5&6y /6 /70 }�API, PAXs cO/! Nns , 7 - /37 � 2Z � P of Ig-,J = /;-c1 �,,qm 6>. PyS x 3 �� ') 5K P�6P,, Z� /rte CT�QL. I;z Aro� of --7741 STP U(Z, R :40,sr&\Ac; K (L11= G�9ez�Q SP�111?� c�n��.��`l'IoN S/rvGl,/� ZIA(-fiR" \ A✓/7-iN T6�Cv �� G.�41`/ ✓ LY... NA R.fZc� W- O jiv / vv Gs Oi� Tc1R�J l�J� � ( 1Q Go �J . ��� /N,s )>it C rloJl� Q lgl,,v/Myn t r� p A p w/ ,v� �L 6 �•G G �� vs�..���-s ��s� r��- -Rr�'► dors, ��� _�� .. SPr1C.l NC, _ 3.2-7: . • Sri P1. -Y�_ AA-) E S -S 0 IT(qz>0 MAX gcrciLf 310 pkj,, �Ss i o v �'c9Rn, ►.,� ..,c.�T }4 czpc z-?- J l3� /mss FIA- a N , i 37, -7 -:-- -------- g3 -r-A -7- 7CD, - c)V-Z�-ufvoAx, ---------- 'f * - /24) 3r=, 6's APA PB./8d ec), C-- . PL, AER Ib aC �3 w,=Id P UA --7r7- SSS' )AA(:Z) Z S Siff M -A < S Pit v a_L LGA /7c) c.F (,s, pl c I 1 oN PrwA.A]P,L AIJSr- U.K-b PAEf� MA JvF . s PEcs --� TM PFC-6054 ES REPORT Reissued August 1, 2002 ICBG Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 - www.icboes.org Filing Category: ROOF, WALL AND FLOOR PANELS—Sandwich Panels PRECISION PANEL BUILDING PANELS PRECISION PANEL STRUCTURES, INC. 1447 EAST STATE STREET EAGLE, IDAHO 83616 1.0 SUBJECT Precision Panel Building Panels. 2.0 DESCRIPTION 2.1 General: Precision Panel building panels are factory -assembled sandwich panels consisting of oriented strand board (OSB) facings with expanded polystyrene cores. The panels are for use as bearing walls and as roof and floor panels. 2.2 Materials: 2.2.1 Panel Core: The core material is expanded polystyrene (EPS) foam plastic, having a thickness ranging from 35/8 to 113/8 inches (92 to 289 mm). The EPS core has a nominal density of 1.0 pcf (16.02 kg/m3) and a minimum density of 0.95 pcf (15.22 kg/m3); and is recognized in an ICBO ES evaluation report as complying with ASTM C 578, Type I, as specified in the quality control manual. Use of roof or floor panels having a foam plastic core up to 113/8 inches (289 mm) thick and use of wall panels having a foam plastic core up to 55/8 inches (143 mm) thick are based on successful completion of room fire tests for interior of foam plastic systems in accordance with UBC Standard 26-3: 2.2.2 Panel Facings: Facing material is minimum '/,s inch -thick (11.1 mm) OSB conforming with Structural I, Exposure 1, performance -rated panel requirements specified in UBC Standard 23-3 and the quality control manual. 2.2.3 Adhesive: The facing material is factory -bonded to the core material using a Type II, Class 2, adhesive described in the approved quality control manual. 2.2.4 Splines: Splines are either nominal 2 -inch -thick (51 mm) solid -sawn stud -grade spruce -pine -fir or equivalent lumber having a depth equal to the panel core thickness, or surface splines consisting of 3 -inch -wide (76 mm),'/,s inch - thick OSB (Structural 1, Exposure 1). Splines for panels used in shear walls must be surface splines. See Figures 1 through 16 for details. 2.3 Installation: The panels are connected to each other with wood splines or with surface splines. Both types of splines are fastened to panels with either 8d box or common nails, spaced a maximum of 6 inches (152 mm) on center, or with an approved fastening system justified to provide equivalent or higher shear and withdrawal properties. Top and bottom wall plates are dimensional lumber of minimum stud -grade spruce -pine -fir, sized to match the core thickness and fastened to the panel facings with 8d box or common nails, spaced at a maximum of 6 inches (152 mm) on center, or approved equivalent. Sill plates must be pressure -treated for decay resistance where required by the 1997 Uniform Building CodeTM' (UBC). Panels used in shear walls must have surface splines, as described in Section 2.2.4 of this report, at vertical splice locations. Splines are fastened to panels with 21/2 -inch -long (64 mm), 8d common nails spaced a maximum of 6 inches (152 mm) on center. For panels used as shear walls, top and bottom plates are dimensional lumber of minimum No. 2 Douglas fir, sized to match the core thickness and fastened to the panel facings with 8d common nails spaced at a maximum of 6 inches (152 mm) on center. Figures 1 through 16 of this evaluation report show typical installation details. Structural calculations justifying load - transfer connections must be provided to the building official for approval. Panels and their attachments must be inspected by the building official prior to their being covered with an approved weather -resistive barrier or u nderlayment. 2.4 Allowable Loads: Table 1 shows allowable transverse loads; Table 2 shows allowable axial loads; and Table 3 shows allowable racking shear loads. Where loading conditions result in panels resisting combined axial and flexural stresses, the sum of the ratios of actual loads over allowable loads must not exceed 1. Openings (headers and supporting framing) must be accomplished by conventional framing methods designed in accordance with the UBC, and are not evaluated in this report. 2.5 Thermal Barrier: The interior of the building must be protected from the foam plastic core of the sandwich panels with an approved thermal barrier, such as '/2 -inch -thick (12.7 mm) regular gypsum wallboard, complying with ASTM C 36. The gypsum wallboard must be installed on the interior face of the wall or roof panels, and on the underside of floor panels having occupied space beneath. The gypsum wallboard must be installed with the longitudinal edge of the wallboard perpendicular to the longitudinal edges of the panels, and attached to the OSB facings of the panels with No. 6, Type S, V/, -inch -long (31.7 mm) buglehead screws spaced 8 inches (203 mm) on center along the perimeter of the gypsum wallboard into the splines and plates; and spaced 12 inches (305 mm) on center vertically and horizontally in the field of the gypsum wallboard. REPORTS— are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CBO Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2002 k Page 1 of 7 Page 2 of 7 PFC-6054 2.6 Panel Cladding: 2.6.1 Roof Covering: The roof covering must comply with Chapter 15 of the UBC, except that roofs with hot -asphalt or hot -coal -tar pitch require mechanical attachment of a base ply prior to their application. Fasteners must have sufficient length to penetrate through the top panel facing. Underlayments and flashing are installed in accordance with the UBC or a current ICBO ES evaluation report. 2.6.2 Exterior Wall Covering: Exterior wall coverings may be any recognized in the UBC or a current ICBG ES evaluation report. A weather -resistive barrier over the exterior panel face is required in accordance with Section 1402 of the UBC, prior to application of the wall covering. Where portland cement plaster is used, compliance with Section 2506.4 of the UBC is necessary. 2.7 Identification: The panels bear a stamp on the panel facings noting the. product name; the name and address of the manufacturer (Precision Panel Structures, Inc., Eagle, Idaho); the evaluation report number (ICBO ES PFC-6054); and the name or logo of the quality control agency (PFS Corporation). 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Sandwich Panels (AC04), dated July 2001; reports of room cornerfire tests in accordance with UBC Standard 26- 3; and a quality control manual. 4.0 FINDINGS 4.2 Remaining portions of the structure are designed and constructed in accordance with the UBC. 4.3 Structural calculations, plans and details are submitted to the building official for each project. 4.4 Panel connections, other than panel -to -panel, are beyond the scope of this report. 4.5 Panels are limited to allowable capacities noted in this report. 4.6 All floor -to -wall and roof -to -wall details are designed such that gravity loads are applied and are in full contact over the entire wall panel thickness, including facings. 4.7 Panel cores are separated from the building interior by a thermal barrier installed in accordance with Section 2.5 of this evaluation report. 4.8 Panels are limited to use in Type V -N construction and Group R, Divisions 1 and 3, Occupancies. 4.9 The panels and their connections are inspected and approved by the building official prior to covering with approved wall, roof or floor coverings. 4.10 Panels are fabricated by Precision Panel Structures, Inc., in Eagle, Idaho; under a quality control program with inspections conducted by PFS Corporation (AA -652). T That the Precision Panel Building Panels described in his report is subject to re-examination in one year. this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following conditions: 4.1 Panels are erected in accordance with this report and the manufacturer's published instructions. Page 3 of 7 PFC-6054 TABLE 1—ALLOWABLE TRANSVERSE LOADS" (psf) PANEL SPAN (feet) W/2 Roof/Floor PANEL THICKNESS (inches) 12Y4 Wall Roof/Floor Wall 8 102 36 109 38 .10 82 29 109 38 12 67 24 109 38 14 46 20 80 28 16 32 18 49 17 18 25 16 49 • 17 20 17 14 39 14 t-or,l: 1 Incn = 10.4 mm, 1 toot = JU4.tf, 1 pSt = bAJ94 KF'a. 'Allowable loads are based on tests, using the lower of ultimate load divided by 3 or the load at which deflection of U180 is reached, and are based on minimum 3 -inch bearing length. 2Interpolation of intermediate values is not allowed. 'Values are applicable to panels installed with either of the splines described in Section 2.2.4 of this report. 'The allowable transverse loads are the total dead and live load exclusive of the panel weight. TABLE 2—ALLOWABLE AXIAL LOADS','(pif) PANEL HEIGHT (feet) PANEL THICKNESS (inches) 4/, 6%to12/4 8 830 825 16 — 825 20 825 For 51: 1 Incn = 15.4 mm, 1 toot = 3U4.5 mm, 1 pit = 14.6 N/m. 'Allowable loads are based on tests, using the ultimate load divided by 3. 2Values are applicable to panels installed with any of the splines described in Section 2.2.4 of this report. TABLE 3—ALLOWABLE SHEARWALL RACKING LOADS1'2 (plf) PANEL THICKNESS (inches) ALLOWABLE RACKING LOAD (plf) 4'/2 X170 I 6'/2 to 12Y4 155 or SI: 1 inch = 25.4 mm. 1 foot = 304-8 mm- 1 nlf = 14-6 N/m- 'Maximum panel height -to -width ratio is 1:1. ZValues are applicable to panels installed with the surface splines described in Section 2.2.4 of this report and installed*per Section 2.3 of this report for shear walls. H Page 4 of 7 PFC-6054 APPLY CONSTRUCTION ADHESIVE L :•F EPS REMOVED TO PROVIDE 3 x 7/16. OSB SPLINES -INSERT H Page 4 of 7 PFC-6054 APPLY CONSTRUCTION ADHESIVE L EPS REMOVED TO PROWDf CLEARANCE ALONG INSIDE EDGE OF OSB EPS REMOVED TO PROVIDE 3 x 7/16. OSB SPLINES -INSERT FOR SPUN£ TIP. CONTINUOUS TtP. BOTH SIDES CLFARANCf FOR OSB SPLINES-TYP. SMOOTH SIDE TOWARD FPS TYP. ' 2X SOLID WOOD SPLINE /q• (DEPTH OF CORE THICKNESS) I -I 2' CONSTRUCTION ADH I -I 1• EXPAND/NG FOAM SEALER (,PANELS/Bo S/DES) REQUIRED APPLY CONSTRUCTION ADHESIVE EXPANDING FOAM SEALER ALONG INSIDE EDGE OF OSB REQUIRED HORIZONTAL SECTION PANELS BEFORE ASSEMBLY AND SOL/D WOOD SPLWE CONTINUOUS . TYP. BOTH SIDES HORIZONTAL SEGTON PANFI S ' AND OSB Sp /N S B FOR SMB Y FASTEN WITH Bd NAILS ® 6. O.C., FASTEN WBH Bd NAfLS ® 6. O.C.. OR fOUNALENT BETTER STAGGERED TrP. OR fOUIZEHT BETTER, STAGGERED TYP. I BOTH SIDES Ki HORIZONTAL SECTION PANELS _ ASSEMBLED WITH SOLID WOOD SPLINE • ' FIGURE I HDR/ ONTA S TON PANE/ S ASSEMBLED WITH OSB SPLINES FIGURE 2 PANEL -TO -PANEL CONNECTION WITH 2x LUMBER PANEL -TO -PANEL CONNECTION WITH SURFACE SPLINES ON ADHESNE TYP. CONSTRUCRON ADHESNE ' D JOINTS) AT ALL WOOD JOINTS CONTINUOUS, TYP. LUMBER /HTO PANfI'R FASTEN ` rINS ®6 O.C. OR TER, BOTH SIDES INSERT 2x LUMBER INTO PANEL &FASTEN I -I 2• I -I 2• EXPANDING FOAM SEALER XPANDING FOAM SEALER REQUIRED 7=1 2• ' I -J 1- INTERIOR DRYWALL ' INTERIOR DRYWALL ' CONSTRUCnON ADHESIVE CONSTRUC 70 ADHESIVE AT ALL WOOD JO/NIS AT ALL WOOD JO/NIS CONTINUOUS, TYP. CONSTRUCTION AOHESNE (AT ALL WOOD JOINTS) )OR n u TIP FASTENER FASTENER I FASTEN WITH 6d NAILS ® 6. O.C., WITH 6d NAILS ® 6' O.C. OR EQUIVALENT BETTER, BOTH SIDES UNALENT/BETTER, BOTH SIDES (OR ONE SIDE AS SHOWN) IOP VIEW TOP VIEW • FIGURE J FIGURE I PANEL -TO -PANEL CORNER CONNECTION (BUTT JOINT) . 11 PANEL -TO -PANEL CORNER CONNECTION (FLY BY) S Page 5 of 7 PFC-6054 INTERIOR DRYWALL ' FASTEN WITH 8d NAILS ®6' O.C., OR £OU/VALENT BETTER BOTH SIDES INTERIOR DRYWALL CONSTRUCTION ADHESNE (AT ALL WOOD JOINTS) _ + SUB FLOOR FASTEN WITH 8d NAILS ®6, ac., OR EQUIVALENT BETTER BOTH SIDES FLOOR JOIST CONSTRUCTION ADHESIVE RIM JOIST (AT ALL WOOD JOINTS) FIELD INSTALL PANEL , BOTTOM PLATE EXPANDING FOAM FASTEN PER CODE RIPPED TO WIDTH OF PANEL (OPTIONAL BO 70AI PTU f PANEL FASTEN PfR COD£ SILL PLATE BY OTHERS EXPANDING FOAM _ SEALER REOU/REO FLOOR SYSTEM AS REQUIRED FASTEN RIM JOIST CONCRETE FLOOR • BY SPECIFIC D£SICN TO TOP PLATE OF WALL E CO SILL SEALER d . ° CONCRETE SLAB FOUNDATION FIELD INSTALL TOP PLATE PER LOCAL BUILDING CODES N INTERIOR DRYWALL CONNECGRON OF RIM JOIST TO TOP PLATE OF WALL BELOW FIGURE 5 FIGURE 6 WALL PANEL CONNECTION TO SILL PLATE BEARING WALL TO FLOOR JOIST - MULTI STORY • PRECISIONS PANEL ROOF PANEL THICKNESS DETERMINED BR SPAN AND MINIMUM REQUIREDR-FACTOR INTERIOR DRYWALL J Rx SUB-FASCLI R/PPfO Fasten with 8d nails ® 6" D.C., OR EOUNALfNid(TL77ER, BOTH SOPS Or fquivolenf/Befter, Both Sides GOnstnlCfiOn Adhesive (At AI/ Wood Joints) EXPANDING FOAM Se6 Floc, Floor Joist FASTENER Rim Joist FASTEN W& 8d NAILS ® 6' O.C.. ' OR EOUIVAL£NT/BETTER, BOTH SIDES Field Install Panel Bottom Plot. - a Fasten Per Code Z: TOP PLATE SIZED & RIPPED (FIELD INSTALL) Sill Plate (By Others) CONSTRUCTION ADHESIVE (AT ALL WOOD JOINTS) Sill Sealer ^ PRECISION PANEL WALL PANEL Anchor BaR per Lades Foundation i CONNECTION OF RIM JOIST TO SILL PLATE Figura 7 FIGURE 8 WALL PANEL CONNECTION TO FRAMED FLOOR ROOF TO WALL CONNECTION (PITCHED ROOF BEVELED WALL) Page 6 of 7 PFC-6054 i i Foslr. ner 1 i PR£CISIOPI PMEL .ROOF P ANLL THICKNESS D£TERM:NED BY SPAN AND MINIMUM REOUTRED R.JACTOR VALLEY FLASHING f -.g,. 9 ROOF RIDGE CONNECTION ON BEARING WALL I PRECISION PANE(. ROOF PANEL NICKNESS DETERMINED BY SPAN 4NO MINIMUM REOU.'RED R -FACTO 2x SUB-,lASCiA HIPPED FASTEN Winl 8d AWLS O 6' OC INTERIOR DRYWALL SOLID BEVELED PLATE GUIED h NAILED .O FOP FWE - SITE INSTALL FASTENER FASTFN WRH 8, .V25 % O.C., (;.,I EOUNALENT/BETTER, i301.� SIDE: EXPANDING FOAM SEALER REOUIRED CCIISTRUCT)ON ADII£SI✓£ (AT AL!. WOOD JOIATS) FASTENERTMONNEC77ONS - BEVEL CUT BEAM / ,AMING FOAM LER RrOurRrn STRUCTION ADHESIVE D f0WOOU TYP. VALLEY BEAM AS R£OUIRED BY CODE FIGURE 10 ROOF VALLEY CONNECTION WITH BEVELED BEAM FASTENER BEAM, PURIIN OR BEARING WALL AGURF II j - FIGURE 12 ROOF TO WALL CONNECTION WITH BEVELED SEAT IL RIDGE BEAM SIOR PURLIN CONNECTION. '' ... ...... ..._._.-.._....--... .............. --------_.__.._.._.._..._._......--- Page 7 of 7 Prce;sion Panel Wall Ponel FASTEN IV/T'I Rd !AILS B 6' O.C., OR EOO/VALENTISMER, SOTH SIDES Fiaid I—I.R Ponel 901!0m Plate — F sten Per Code C—t,.clinn Adhesive (AI At, Wood Joints) Precs:oennP her near . a% Fastener Sift Plot. ( M;n. 3' Senr:ng ) S.l Sac/er Foundation PFC-6054 I i I Fasrnner .Fallon rith 8d norm m 6. D.C..— ! Expontlin /aom seoler rcquiratl or Erluimle I/Beller. Both Sidns FIGURE 13 j f'gure lA Const -6— Adh-,- WA.I.! PANEL TO FLOOR PA.A'F.!. k FI.00R (At At! Wood Joints) 2x RidCt SRo PatchBve) f I ( WITH SOLID BLOCKING IN PANELS AT RIDGE ) , re Strap when I I $il9pg g I gil?� _— 4— — — — Roqu:rod Br Code Xpo�d'm-v�t9d inam seofari i . i Douh!o Rim Kant (Feld Inatafled) / Toe Moil ,Sim Per Codc j I •I Id� Heom Per Code -'---- ---- —._ ._._....-.......__._................--- I ROOF TRUSS TO WALL CONNECTION � ]gl; Cant strip hied & nalleo I _ ra too or u<a •ree i Cunsfrucfion adhesive of o/l wand R I FIGURE 13 j f'gure lA WA.I.! PANEL TO FLOOR PA.A'F.!. k FI.00R I ROOF RIDGE CONNECTION WITH RIDGE BEAM PANEL TO SILL PLATE CONNECTION I ( WITH SOLID BLOCKING IN PANELS AT RIDGE ) I $il9pg g I gil?� _— 4— — — — i PREFA8,41:J7EL' TRUS:60T)l I •I Id� I Inn g eae o I gtl�l I $ 8 zltl i I I Bt '1 HURRIG'NL' SIRr1P illi 1 IYP/CAL rOP PLArEFASTEN WMi 8d NAI.,OR fDUNALEN7/BES> EXPNJO/NO FOA.'/ SEEDCOAWPUMON ADHEOES I ? a g a y(A!'ALL WOOD JOINT i y — — I Q 3 w } nwm mm.. em ro„ v Vi I I iI -'---- ---- —._ ._._....-.......__._................--- I ROOF TRUSS TO WALL CONNECTION � ]gl; www.precisionpanel.com t� Na W Structural Insulated Panels Accelerated Construction Schedules Energy Efficient - Up To 50% Less Heating _ J Cooling Costs Quieter and Cleaner `.iving Environment r Stronger Than Typical Stud Frame Construction Uses Up To 70 % Less Lumber r Engineered System That c Allows For Dynamic Living Spaces 1 Complete Design Flexibility IA,y . �Gyi P`t Vol _ t rNall Quieter and Cleaner `.iving Environment r Stronger Than Typical Stud Frame Construction Uses Up To 70 % Less Lumber r Engineered System That c Allows For Dynamic Living Spaces 1 Complete Design Flexibility ETTING STARTED-------��- �� )N YOUR PROJECT �s the client, you will have omplete design flexibility =-p- -- s. recision Panel can use your architectural rawings and we are not limited to any articular design. If you do not have draw- igs, we have architects to help you build the ome or commercial building of your dreams. Jext, CAD- generated shop drawings are pro- uced that allow us to cut each panel, window nd door opening to precise dimensions. The -iop drawings are also used as the assembly istructions on the job site of your project. 's that simple! 'RECISION PANEL HETIME WARRANTY -ecision Panel Structures, Inc., warrants to the uyer that PRECISION PANEL wall, floor and roof anels will not delaminate or fail structurally nder normal conditions as the result of a defect I materials or workmanship for the life of the :ructure in which they are installed, -if panel istallation is performed in accordance with PRE- ]SION PANEL'S instructions and procedures. uyer is responsible for complying with the istructions and procedures outlined by PRECI- ION PANEL. This warranty shall not be assigna- le by Buyer. See PRECISION PANEL for more etails. Precision Panel 1447 East State Street Eagle, Idaho 83616 Phone: (208) 939-2610 Fax: (208) •939-9905.:: SUMMARY OF THE SERVICES PROVIDED BY PRECISION PANEL STRUCTURES, INC. •Architectural Design *Panel Design Engineering •Shop / Assembly Drawings 01.5" Diameter Wire Chases (Horizontal and Vertical) Cut Into Foam Prior To Lamination *All Panels Cut To Size According To Detailed Shop Drawings OAII Doors and Windows Cut Out According To Plans •Edges Of Panels Routed For Bottom Plates, Top Plates and Predetermined spline Connections •Panels Numbered According To The Shop Drawings For Easy Assembly OAccessories (Lumber, Splines, Construction Adhesive, Screws, Etc.) Can Also Be Provided and Shipped With Your Panel Package. •Panel Delivery and Panel Assembly (limited distanct from factory. See Precision Panel for details.) PRECISION PANELS are manufactured under license to specifications outlined in National Evaluation Report (NER) 467. Third party inspections are performed regularly by PFS Corporation, a nationally recognized building component testing facility. PRECISION PANELS are recognized by the three major building codes in. NER - 467. Building Codes Are: 'ICBO' - International Conference of Building Officials, 'BOCA' - Building Officials.and Code Administrators International, Inc., and 'SSBCCI' - Secretariat Southern Building Code Congress International, Inc. They are also recognized by HUD and the VA loan program. Copies of NER - 467 and span and load tables are avail- able from PRECISION PANEL upon request. Precision Panel Structures, Inc. ALLOWABLE TRANSVERSE LOADS (PSF) Precision Panel Structural Insulated Building Panels are made of two equal layers of 7/16" OSB glue laminated to a solid core of EPS foam. Rated structural sheathing used in the panels comply with the requirements of United States Volumtary Product Standard PS 2-92(UBC Standard 23-3) for 7/16 inch thick (11.1 mm) Structural I, Exposure 1, faced sheathing with a span index of 24/16, and the requirements in the sandwich panel manufacturer's quality control manual. Each structural panel has a core of 1.0 pcf nominal bulk density EPS foam 10.95pcf (15.2kg.m3) minimum), adhered to the sheathing using a qualified lamination adhesive outlined in the sandwich panel manufacturer's quality control manual. SANDWICH PANEL DIMENSIONS' Skin Thickness ----- 0. 7/16" (11.113mm) 7/16" (11.113mm) 7/16" (11.113mm) 7/16" (11.113mm) 7/16" (11.113mm) Core Thickness 3-5/8" (92.08mm) 5 - 5/8" (142.88mm) 7 - 3/8" (187.33mm) 9 - 3/8" (238.13mm) 11 - 3/8" (288.93mm) Panel Depth -+ 4 - 112" (114.30mm) 6 -1/2" (165.1mm) 8 - 1/4" (209.5; 10 - 1/4" (260.35mm) 12 - 1l4" (311.15mm) PANEL Deflection ALLOWABLE TRANSVERSE LOAD SPAN LIMIT DEAD + LIVE s 81-0.1 L / 180 69 s 103 s 133 s 152 s 168 s 2.44 Meters L./ 240 69 s 103 s 133 s 152 s 168 s 2438 mm L / 360 51 d 81 d 106 d 136 d 111 d 10'-0" L/180 55 s 82 s 105 s 120 s 133 s 3.05 Meters L / 240 53 d 82 s 105 s 120 s 133 s 3048 mm L / 360 35 d 58 d 78 d 101 d 124 d 12' - 0" L / 180 45 s 67 s 87 s 99 s 110 s 3.66 Meters L ! 240 38 d 64 d 87 s 99 s 110 s 3658 mm L/360 25 d 43 d 59 d 77 d 96 d 14'- 0" L / 180 25 d 43 d 61 d 80 s 80 s 4.27 Meters L / 240 18 d 32 d 45 d 61 d 76 d 4267 mm L1360 12 d 22 d 30 d 40 d 51 d 16'- 0" L / 180 18 d 33 d 48 d 65 d 64 s 4.88 Meters L 1240 14 d 25 d 36 d 48 d 62 d 4877 mm L/360 9 d 17 d 24 d 32 d 41 d 18'- 0" L 1180 14 d 26 d 38 d 52 d 50 m . 5.5 Meters L / 240 11 d 20 d 28 d 39 d 50 d 5486 mm L / 360 7 d 13 d 19 d 26 d 34 d - 20'--0" L / 180 11 d 21 d 31 d 42 m 41m 6.1 Meters L/ 240 8 d 16 d 23 d 32 d 41 m 6096 mm L/ 360 5 d 10 d 15 d 21 d 28 d 22' - 0" L / 180 9 d 17 d 25 d 35 m 34 m 6.71 Meters L/ 240 7 d 13 d 19 d 27 d 34 m 6706 mm L/ 360 4 d 8 d 13 d 18 d 23 d 24' - 0" L / 180 7 d 14 d 21 d 29 m 29 m 7.32 Meters L/ 240 5 d 10 d 15 d 22 d 29 m 7315 mm L/360 3 d 7 d 10 d 15 d 19 d Values shown in tables are the allowable dead load plus live load. Controlling conditions: "s"=shear, "m"=bending, "d"=deflection Minimum Bearing required is 3" Deflection criteria are U180 for roof loads with a pitch 6/12 or greater, U240 for roof load with a pitch less than 6/12 and L/360 for floor -loads All loads are for normal duration loads. No duration factors are allowed. Fogy permanent or long -duration (> 6 mo.) use 112 the tabulated load to minimize creep deflection. Additional load capacity can be achieved by using dimensional lumber, LVL or wood I-beam splines at the panel joints. Table T-1 Transverse Loads on Sandwich Panels January 7, 2003 a3 �- 4��Kg:I Precision Panel Structures, Inc. ALLOWABLE SHEARWALL LOADS (PLF) Precision Panel Structural Insulated Building Panels are made of two equal layers of 7/16" OSB glue laminated to a solid core of EPS foam. Rated structural sheathing used in the panels comply with the requirements of United States Volumtary Product Standard PS 2-92 (UBC Standard 23-3) for :j° quality control manual. Precision Panel Structures, Inc. ALLOWABLE SHEARWALL LOADS (PLF) Precision Panel Structural Insulated Building Panels are made of two equal layers of 7/16" OSB glue laminated to a solid core of EPS foam. Rated structural sheathing used in the panels comply with the requirements of United States Volumtary Product Standard PS 2-92 (UBC Standard 23-3) for 7116 inch thick (11.1 mm ED quality control manual. Each structural panel has a core of 1.0 pcf nominal bulk density EPS foam [0.95pcf (15.2kg.m3) minimum), adhered to the sheathing using a qualified lamination adhesive outlined in the sandwich panel manufacturer's quality control manual. SANDWICH PANEL DIMENSIONS Skin Thickness 7/16" (11.11.3mm) 7/16" (11.113mm) 7/16" It 1.113mm) 7/16" (11.113mm) 7/16" (11.113mm) Core Thickness —► 3-5/8" (92.08mm) 5 - 5/8" (142.88mm) 7 - 3/8" (187.33mm) 9 - 3/8" (238.13mm) 11 - 3/8" (288.93mm) Panel Depth 4 - 112" (114.30mm) 6 - 1/2" (165.1mm) 8 - 1/4" (209.55mm) 10-1/4 12 - 1/4" (311.15mm) ALLOWABLE SHEARWALL CAPACITIES (PLF) PLF = POUNDS PER LINEAL FOOT OSB SPLINE, EACH FACE 4 1/2" Panel 170 170 170 170 6 1/2" thru 12 1/4" Panel 155 155 155 155 155 2x SOLID WOOD SPLINE 2x4 SLINE 2x6 SPLINE 2x8 SPLINE 2x10 SPLINE 2x12 SPLINE at 24 in o.c. 480 480 480 480 480 Panel nailing to boundary and solid wood spline members is 8d common nails or 14 gauge staples with 7/16 crown x 1 3/4" long at 6" o.c.. OSB spline nailing is 8d common nails, 6 gage wood screws x 1 1/4" long or 14 gauge staples with 7/16 crown x•1 3/4" long at 6" o.c.. Boundary and solid wood spline members shall have a specific gravity of 0.5 or greater. The connection of the load carring member to the top plate of the panel wall needs to be designed to adequately transfer the load to the panel. The connection of the bottom plate of the panel wall to the rim joist or sill needs to be designed to adequtely transfer the load. Maximum height to width ratio is 3 1/2:1(Wood Spline), 1:1 (OSB Spline) for seismic zones 0, 1, 2, and 3. Maximum height to width ratio is 2:1(Wood Spline), 1:1 (OSB Spline) for seismic zone 4. Higher shear values can be obtained with closer nail spacing. The structural engineer for Precision Panel Structures. Inc. can determine the shear increase. January 7, 2003 VERTICAL STEEL NO. 4'S A T 16 "cc. VERTICAL STEEL AT CENTER NO. 5 DOWELS J33 AT 16"cc. CENTERED 14" 12" UN015 TUP5ED ' 6FOUND 2" CLR. NO. 4's AT 15" cc. (4) NO. 4's CONTIN. 8" HORIZONTAL STEEL NO. 4.s AT 24"cc COMPACT BACKFILL 90% REL. 0 PROVID DRAINAGE 3" CLR. Qo 10 32" 4 FOOT MA SOLAR Y NO 60924 �r l� OF cAk 0 \C/Q,EL MpL 020647 t/solp5 r>CIVIC �F C A��F MICHAEL MOONEY CIVIL ENGINEER RCE ?10647 EXPIRES 9-30-05 'SA MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/03 �` r Page: Z CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height =. 4.00 ft Axial DL on Stem = 300 Of Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 220 plf Stem Above Soil = 0.00 psf Toe Width = 1.00 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 Of Heel Width = 1.67 ft Surcharge over Toe = 0.0 psf Dist to Load Start: = 0.00 it Total Footing Width = 2.67 ft Surcharge over Heel = 100.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 6.00 in Note: Heel Surcharge Resists Overturning Key Width = 12.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.83 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 ....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00.in.....Slope Press. _ . 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 511 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 281 # . Passive. Press. = 250.0 pcf ...Above/Below: [+/-) = 0.0 ft Friction = 566 # Soil Density = 110.0 pcf Spread Footing ? No Add'1 Force Required = 0.0 # -Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1118.3 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure @ Heel = 257.9 psf By ACI Eq 9-1 = 1606 370 sf FX = 40000 psi Allowable Press. = 1500 psf Mu-Upward = 726 264 t-# Min. As Percent = 0.0014 Sec. of resultant = 3.34 in Mu-Downward = 105 486 ft-# Omit SP Under Heel : ? No Max. Shear @ Toe = 3.80 psi Mu-Design = 621 -222 ft-# Toe Heel Max. Shear @ Heel = -1.02 psi One-Way Shear: # 4 @ 16.81 15.04 in o/c - Allow. Ft q Shear = 85.00 psi Actual = 3.8 1.0 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85'.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 2.72-:1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.66 :1 'd' = 8.50 9.50 in # A @ 48.00 48:00 in o/c Ru = Mu/bd"2 = 9.5 2.7 psi # 9 @ 48.00 48:00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # , ft ft-# # ft ft-# . Active Soil Press. = 511.4 1.89 965.9 0 0 0 Soil over Heel = 0 0 0 441.5 2.17 957.2 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 . Surcharge Over Heel = 0 0 0 '100.3 2.17 217.6 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 300.0 1.33 400.0 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 300.0 1.33 400.0 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 400.5 1.34 534.7 Key Weight = 0 0 0 75.0 1.33 99.7 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 496.4 # 960.9 ft-# 1617.3 # 2609.2 ft-# Resisting Totals Used For Soil Pressure 1617.3 # 2609.2 ft-# (Vert. Component of Active Pressure Removed) (continued on next page...: ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, 174-0601576 MICHAEL MOONEY CIVIL ENGINEER RCE _2.0647 EXPIRES 9-30-05 36A MA.DRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/03 CANTILEVERED RETAINING WALL DESIGN ( ..... continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00>n, d= 3.75in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 0.0 <= 521.2ft-# Vactual = 0.00 <= 19.36psi Interaction Value = 0.038 Second Stem From 3.00ft to 4.00ft 8.00in Masonryw/ # 4 @ 16.00in, d= 3.75in flm= 1500.Opsi, Fs= 22000.Opsi LDFz 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12'Oin Mactual = 18.6 <= 521.2ft-# Vactual = 0.46 <= 19.36psi Interaction Value = 0.079 Third Stem From 2.00ft to 3.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 94.5.<= 521.2ft-# Vactual = 1.26 <= 19.36psi Interaction Value = 0.231 Fourth Stem From 1.00ft to 2.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 257.7 <= 603.1ft-4' Vactual = 2.38 <= 19.36psi Interaction Value = 0.482 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in flm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 538.2 <= 603.1ft-# Vactual = 3.83 <= 19.36psi Interaction Value = 0.954 8" C.M.U., Solid Grout ¢ 4 16" Vert -�P, CL �4 - 24" Horiz 8- C.M.U., Solid Grout 4 16" Vert OCL - 4 (P 24" Horiz HEEL (hap) TOE (bot) 5 " 0.r.. 4 HORIZ. AS SHOWN Page: S r �1JL .w au, ICV 16" z'- V4.4C1 ICI 1983-96 ENERCALC MICHAEL MOONEY, FW -0601516 SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE f = 2500 psi at 28 days. 2) REINFORCING ASTM A 615, GRADE 40 MINIMUM 3) BLOCK Grade N, fm = 1500 psi at 28 days 4) GROUT f = 2500 psi at 28 days 5) MORTAR Type S, 1800 psi at 28 days 6) LAP SPLICES 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material. F®� 020647 CIVIv �F CAS-�F�� HORIZONTAL VERTICAL STEEL NO. 4'S AT 16"cc. VERTICAL STEEL AT 5.25 CENTER NO. 5 DOWELS � 33_ AT 16"cc. SET AT EDGE „ 14 �--12"- UNDIS TUPOED 61�OUND 2" CLR. NO. 4's AT 15" cc. —� (4) NO. 4's CONTIN STEEL NO. 4.s AT 24"cc COMPACT BACKFILL 90% REL. I 2.112" OLR. 3" CL R. I 36" PROVIDE DRAINAGE 5 FOO T MA SOLAR Y MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9.30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/03 Page: CANTILEVERED RETAINING WALL DESIGN jp5m LU//. WALL & FOOTING DATA 704 # VERTICAL LOADS = 0.0 LATERAL LOADS - Retained Height =. 5.00 ft Axial DL on Stem = 300 Of Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 220 plf Stem Above Soil Toe Width = 1.00 ft ..:.Eccentricity = 0.00 in Add'1 Lateral Load = Heel Width = 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = Total Footing Width = 3.00 ft Surcharge over Heel = 100.0 psf Dist to Load End . _ Footing Thickness = . 12.00 in 0 f'c Pressure @ Heel = 108.3 Key Depth = 12.00 in Note: Heel Surcharge Resists Overturning sf' 0 Key Width . = 12.00 in SOIL DATA 939 393 ADJACENT FOOTING Toe to Key Dist. = 0.83 ft Allowable Bearing = 1500 psf Vertical Load = SLIDING CHECK Omit SP Under Heel Max. Shear @ Toe = Active Lateral = 30.0 pcf Load Eccentricity = Ftg/Soil Friction 0.35 Toe .....Max Press. = 0.0 pcf Footing Width = Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 704 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure _ 500 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] Friction = 750 # Soil Density = 110.0 pcf Spread Footing Add'1 Force Required= 0.0 # Soil Ht over Toe = 0.00 in 0.0 SUMMARY 0.00 0.0 0 0 300.0 FOOTING DESIGN Pressure @ Toe = 1466.1 psf Soil Press. Mult. Toe Heel 0 f'c Pressure @ Heel = 108.3 psf By ACI Sq -9-1 = 2094 155 sf' 0 Allowable Press. = 1500 psf Mu -.Upward. = 939 393 t-# Min: As Percent Ecc. of resultant _ 5.17 in Mu -Downward = 105 996 ft-# Omit SP Under Heel Max. Shear @ Toe = 5.12 psi Mu -Design = 834 -603 ft-# Toe Max. Shear @ Heel =. -3.76 psi One -Way Shear: # 4 @ 16.81 Allow. Ftg Shear = 85.00 psi Actual = 5.1 3.8 psi # 5 @ 26.05 Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97. Overturning = 2.42 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 Sliding 1.78 :1 V = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 12.8 7.4 psi # '9 @ 48.00 SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments - Origin of Force... # , ft ft-# # ft Active Soil Press. _ Soil over Heel Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 703.1 1 -15.1 1 0.1 I 0:1 I 0.1 I 0.1 0 688.6 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 R ERCALC Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 2.23 1570.9 0 0 0 0 0 733.3 2.33 1711.1 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 133.3 2.33 311.1 0.00 0.0 0.0 0.00 0.0 0 0 300.0 1.33 400.0 0.00 0.0 1 0 0 0 0 0 375.0 1.33 500..0 0.00 0.0 0 0 0 0 0 450.0 1.50 675.0 0 0 150.0 1.33 199.5 0 0 0.0 0.00 0.0 1565.9 ft-# 2141.7 # 3796.7 ft-# 2141.7 # 3796.7 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 • MICHAEL MOONEY CIVIL ENGINEER RCE 20647EXPIRES 9-30-05 `f J 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/03 CANTILEVERED RETAINING WALL DESIGN ]p5m (.....continued) STEM SDt'll4ARY Top Stem: From 4.00 ft to Top of Wall B.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.0in Mactual = 18.6 <= 521.2ft-# Vactual = 0.46 <= 19.36psi Interaction Value = 0.079 Second Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar hinted= 12.Oin Mactual = 94.5 <= 521.2ft-# Vactual = 1.26 <= 19.36psi Interaction Value = 0.231 Third Stem From 2.10ft to 3.00ft 8.00in Masonry w/ # 4.@ 16.00in, d= 3.75in f'm= 1500.Opsi, .Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 236.6 <= 521.2ft-# Vactual = 2.25 <= 19.36psi Interaction Value = 0.508 Fourth Stem From 2.00ft to 2.10ft 8.00in Masonry w/ # 5 @ 16.00in, d= 5.25i6 flm= 1500.0psi, Fs= 22000.Opsi LDF= 1:00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.='75.00psf, Bar Embed= 12.Oin. Mactual = 257.7 <= 1058.Oft-# Vactual = 2.38 <= 19.36psi Interaction Value = 0.299 Bottom Stem From O.00ft to 2.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 5.25in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.0in Mactual = 965.9 <= 1058.Oft-# Vactual = 5.61 <= 19:36psi Interaction Value = 0.982 8- C.M.U., Solid Grout 4 cz16" Vert c� CL -4 <b 24" Horiz 2" C.M.U., Solid Grout 4 cd16" Vert � 4 * 24" c.GL_ Horiz HEEL (top) : a S e " n c:. . TOE (Dot) : t 5 CF. " o. c. r 4 HORIZ. AS SHOWN Page: 0.. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, 5-0601576 COMPACT BACKFILL HORIZONTAL STEEL - #4's AT 24', cc 12" BLOCK 3 COURSES #5 DOWELS -AT 16"oc. 30"L 24" 2 11/16' CLR PROVIDE DRAINAGE 2" CLR VERTICAL STEEL #5s AT 16 cc REBAR CENTERED IN "WALL o,nFE 11 N(l C 60924 /�57 T9 CIVIC -/Q 8 1116" #4 :CONT. 11)" M00 V 020647 7 JT CIV1� 9lF PRM M UNDISTURBED GROUND (3) #4's CONT. (2) #4's CONTIN. #4's A T 15"cc 6' RE TA WING WA L L. DE TA IL c MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN jP6m �Fl/ GC'_; @ WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width= Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect _ Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ft q Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 6.00 ft 0.00 ft 1.00 ft 3.00 ft 4.00 ft 12.00 in 12.00 in 12.00 in 1.50 ft 0.35 0.00 in 926 # 500 # 1089 # 0.0 # Date: 07/09/03 Page: 0 . VERTICAL LOADS = 0.0 :1 LATERAL LOADS Passive Press. = 250.0 Axial DL on Stem = 300 Of Lateral Load Acting on . pcf Spread Footing Axial DL on Stem = 220 plf Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 pplf Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 f t Surcharge over.Heel = 100.6 psf Dist to Load End = 0.00 ft Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = ...:.Max Press. = 0.0 pcf Footing Width = .....Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert.. Position of Ftg. Passive Press. = 250.0 . pcf ...Above/Below: [+/-] Soil Density = 110.0 pcf Spread Footing Soil Ht over Toe = 0.00 in 105 1371.5 psf Soil Press. Mult. Toe 293.7 psf By ACI Bq 9-1 = 1947 1500 psf Mu -Upward = 910 5.18 in . Mu -Downward = 105 4.81 psi Mu -Design = 805 -6.63 psi One -Way Shear. 0.0 85.00 psi Actual = 4.8 0.00 0.0 Allowable = 85.0 3.06 :1 Cover over Rebar = 3.50 1.72 :1 V = 8.50 0.00 0.0 Ru = Mu/bd"2 = 12.4 0 300.0 SUMMARY OF FORCES & MOMENTS 0.0 Overturning Moments 0.0 # 0 ft ft-# FOOTING DESIGN Heel f'c 417-W 1344:# M n. As Percent 2548 ft-# Omit SP Under Heel -1204 ft-# Toe # 4 @ 16.81 6.6 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48.00 14.8 psi :. # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft-# 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft NO 2500 psi 40000 psi 0.0014 NO 925.9 2.57 2383.2 0 0 0 0 0 0 1320.0 3.00 3960.0 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0. 0.00 0.0 0 0 0 200.0 3.00 600.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 300.0 1.50 450.0 0.0 0.00 0.0 0 0 0 0 0 0 540.3 1.41 761.7 0.0 0.00 0.0 0 0 0 0 0 0 600.0 2.00 1200.0 0 0 0 150.0 2.00 300.0 0 0 0 0.0 0.00 0.0 910.9 # 2378.2 ft-# 3110.3 # 7271.7 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3110.3 # 7271.7 ft -4 (continued on next page.... ) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601516 'MICHAEL MOONEY CIVIL ENGINEER ' RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE -OROVILLE, CA. 95966 530-533-2131 Date: 01/09/03 Page: CANTILEVERED RETAINING WALL DESIGN jp6m (......continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 8.00in Mason w # 5 @ 16.00in d= 3.75in c.r1.u., Solid Grout CL f'm= 1500.Opsi, Fs= 22000.Opsi 5 Q, 16" Vert e ° 4\s 24 Hor';z y- LDF= 1.00, , n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin 1'- 0" G.M.U., Solid�?nt N o .Mactual = 0.0 <= 603.1ft-# 14 X524 H�6'iz er Vactual = 0.00 <= 19.36psi o l Interaction Value = 0.038 l S T Second Stem From 4.00ft to 6.00ft�r;-;t -77P 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.0psi HEEL (top) : _ s is ' ox. LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. TOE (bot) : 5P o.:.: , ^ Wall Wt.= 75.00psf, Bar Embed= 12.Oin 4 HOFiz. as SHOWN Mactual = 94.5 <- 603.1ft-# Vactual = 1.26 <= 19.36psi Interaction Value = 0.206 - Third Stem From 2.10ft to 4.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in \ f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00 sf, Bar Embed= 13.5in l Mactual = 504.0 <= 603.1ft-# Vactual = 3.67 <= 19.36psi Interaction Value = 0.896 Fourth Stem From 2.00ft to 2.10ft 12.00in. Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 150O.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 538.2 <= 2563.Oft-# Vactual = 2.51 <= 19.36psi Interaction Value = 0.250 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 1570.9 <= 2563.Oft-# Vactual = 5.05 <= 19.36psi Interaction.Value = 0.665 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 COMPACT BACKFILL 12" BLOCK 4 COURSES #6 DOWELS AT 8110C. 24 00 2 lV16" CLR PROVIDE DRAINAGE 2" CLR HORIZONTAL STEEL #4s A T 24 "cc VERTICAL STEEL #5s AT .16 "cc REBAR CENTERED IN 8" WALL 12" EMBED MIN. #5 CONT. VERTICAL STEEL #5S AT 16" OC. SET AT EDGE #5 CONT. 8 IV16" 18" 45 -CONT. UNDISTURBED GROUND (3) #4s CONT. F3 CLR \,\(2)'#4s CONTIN. #4s AT 15"cc 547 7' RE TA INING WA L L DE TA IL MICHAEL MOONEY CIVIL ENGINEER -:RCE 20647 EXPIRES 9-30-05 5A'MADRONE AVE OROVILLE, CA. 95966 - 530-533-2131 I Date: 07/09/03 Page: CANTILEVERED RETAINING WALL DESIGN jP7m WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height 7.00 ft Axial DL on Stem = 300 plf Lateral Load Acting'on Wall Ht. above Soil = 0'.00 ft Axial DL on Stem 1220 plf Stem Above Soil = 0.00 psf Toe Width = 1.50 ft ....Eccentricity = . 0.00 in Add'1 Lateral Load = .0.00if Heel Width = 3.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 t Total Footing Width = 4.50 ft Surcharge over Heel = 100.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 13.00 in Note: Heel Surcharge Resists Overturning Key Width = 12.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 1.75 ft Allowable Bearing = 1500 psf Vertical Load 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction 0.35 .....Max Press. = OJ pcf Footing Width 0.00 ft Soil to Neglect 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1178 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 543 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] = 0.0 ft Friction = 1251 # Soil Density = 110.0 pcf Spread Footing ? No Add'1 Force Required = 0.0 # Soil Ht over Toe = 0.00.1n SUMMARY FOOTING DESIGN Pressure @ Toe = 1315.7 psf Soil Press. Mult. Toe Heel PC = 2500 psi Pressure @ Heel 370.8 psf By ACI Eq 9-1 = 1865 526. psf Fy . 40000 psi Allowable Press. = 1500 psf Mu -Upward = 1930 1448 ft-# Min: As Percent = 0.0014 Ecc. of resultant = 5.04 in Mu -Downward = 236 2856 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 11.93 psi Mu -Design = 1694 -1408 ft-# Toe Heel Max. Shear @ Heel = -7.66 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c Allow. Ft Shear = 85.00 psi Actual = 11.9 7.7 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 ' 33.08 in o/c Overturning = 2.90 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.52 :1 'd' _ 8.50 9.50 in # 8 @. 48.00 48.00 in o/c Ru = Mu/bd"2 = 26.1 11:3 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press.. = 1178.2 2.91 3432.7 0 0 .0 Soil over Heel = 0 0 0 1540.0 3.50 5390.0 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0. 0.00 0.0 Surcharge Over Heel = 0 0 0 200.0 3.50 700.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 300.0 2.00 600.0 Load @ Proj. Wall = 0.0 0.00 0.0 0' 0 0 Averaged Stem Wts. = 0 0 0 697.0 1.95 1356.5 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 675.0 2.25 1518.7 Key Weight = 0 0 0 162.5 2.25 365.6 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 1163.2 # 3427.7 ft-# 3574.5 # 9930.9 ft-# Resisting Totals Used For Soil Pressure 3574.5 # 9930.9 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576. MICHAEL MOONEY CIVIL ENGINEER ' RCE 20647 EXPIRES 9-30-05 5A'MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 07/09/03 CANTILEVERED RETAINING WALL DESIGN jp7m (.....continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 8.00in Mason w # 5 @ 16.00in d= 3.75in a $ C.M.U., Solid Grout . f'm= 1500.Opsi, Fs= 22000.Opsi ' a4 01 24" Hori2 ert Q, CL LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. 1'- o" C.M.U., Solid Grout , Wall Wt.= 75.00psf, Bar Sorbed= 12.Oin 14 0 24" Horiz ert CL Mactual = 18.6 <= 603.1ft-# Vactual = 0.46 <= 19.36psi 11- o•' C.M.U., Solid Grout Interaction Value = 0.074 516" Ver!,5baQe-� a -4-P24 " Horiz Second Stem From 4.00ft to 6.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi 7r%- LDF= 1.00, n= 25.78 HEEL (top) : = s e Solid Grouted„No Spec. Insp. Wall Wt.= -75.00psf, Bar Embed= 12.Oin roe coon : s P o.c . m Mactual = 257.7 <= 603.1ft-# # 4 HOkl2. AS SHOWN L , Vactual = 2.38 <= 19.36psi 3.. Interaction Value = 0.482 Third Stem From 3.33ft to 4.00ft, 12.00in Masonry_ w/ # 5-@ 16..00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Inspp, 1'- ,.. a•- 9' Wall Wt.= 118.00psf, Bar Embed= 12.0in Mactual = 430.8 <= 2563.Oft-# Vactual = 2.17 <= 19.36psi Interaction Value = 0.209,A,/ Fourth Stem From 2.00ft to 3.33ft ' 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm- 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Inspp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 965.9 <= 2563.Oft-# Vactual = 3.67 <= 19.36psi Interaction Value = 0.426 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00,- n= 25.78 Solid Grouted„No Spec. Inspp. Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 2383.2 <= 3659.9ft-# Vactual = 6.65 <= 19.36psi Interaction Value = 0.713 Page: I 2 VCACCl (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 UNDISTURBED GROUND `V (3) #4's CONT. 3" CLR (3) #4's CONTIN. #4's A T 15" cc 00 12" 24" 60" B' RE TA INING WALL DETAIL �- HORIZONTAL STEEL #4's AT 24 "cc COMPACT BACKFILL VERTICAL STEEL "cc #5's A T 16 REBAR CENTERED 1N 8" WALL 12" EMBED MIN. 12" BLOCK 4 COURSES #5 CONT. VERTICAL STEEL #6 DOWELS AT #5'S AT 16" OC. 870C. SET AT EDGE 24" 00 #5 CONT. 24 8 11/16" 2 11/16' CLR PROVIDE #5 CONT. DRAINAGE 2" CLR UNDISTURBED GROUND `V (3) #4's CONT. 3" CLR (3) #4's CONTIN. #4's A T 15" cc 00 12" 24" 60" B' RE TA INING WALL DETAIL (;-? • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A'MADR0NE AVE OROVILLE, CA. 95966 530-533-2131 NTILEVERED. RETAINING WALL DESIGN jp8m GARS WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key. Weight = Vertical Component of Active Pressure = 8.00 ft 0.00 ft 2.00 ft 3.00 ft 5.00 ft 12.00 in 18.00 in 12.00 in 2.00 ft 0.35 0.00 in 1460 # 781 # 1402 # 0.0 # Date: 07/09/03 Page: VERTICAL LOADS = 0.0 :1 LATERAL LOADS Passive Press. = 250.0 Axial DL on Stem = 300 plf Lateral Load Acting on pcf . Spread Footing Axial DL on Stem = 220 plf Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add'1 Lateral Load = .0.00 if Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 �t Surcharge over Heel = 100.0 psf Dist to Load End 0.00 ft Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press.. = 0.0 pcf Footing Width = .....Slope Press. 0.0 pcf Ftg CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg, Passive Press. = 250.0 pcf ...Above/Below: [+/-] Soil Density = 110.0 pcf . Spread Footing Soil Ht over Toe = 0.00 in 420 1290.5 psf Soil Press. Mult. Toe 400.3 psf By ACI Eq 9-1 = 1827 1500 psf Mu -Upward = 3318 5.26 in Mu -Downward = 420 18.41 psi Mu -Design = 2898 -9.15 psi One -Way Shear: 0.0 85.00 psi Actual = 18.4 0.00 0.0 Allowable = 85.0 2.72 :1 Cover over Rebar = 3.50 1.50 :1 V = 8.50 0.00 0.0 Ru = Mu/bd"2 = 44.6 0 300.0 SUMMARY OF FORCES & MOMENTS 0.0 0.00 0.0 Overturning Moments 0 # 0 ft ft-# FOOTING DESIGN Heel f 1 c 567 sf 1469 t=# Min. As Percent 3164 ft-# Omit SP Under Heel -1695 ft-# Toe # 4 @ 15.71 9:1 psi # 5 @ 24.35 85.0 psi # 6 @ 34.57 2.50 in # 7 @ 47.14 9.50 in # 8 @ 48.00: 20.9 -psi # 9 @ 48.00. Heel = 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft-# 1460.5 3.25 4749.5 0 0 0 0 0 0 1760.0 4.00 7040.0. -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 200.0 4.00 800.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 300.0 2.50 750.0 0.0 0.00 0.0 0 0 0 0 0 0 772.0 2.44 1880.0 0.0 0.00 0.0 0 .0 0 0 0 0 750.0 2.50 1875.0 0 0 0 225.0 2.50 562.5 0 0 0 0.0 0.00 0.0 Totals = 1445.5 # 4744.5 ft-# 4007.0 # Resisting Totals Used For Soil Pressure 4007.0 # (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 12907.5 ft-# 12907.5 ft-# (continued on next page.... ) MICHAEL MOONEY, KW -0601576 1 tk 'MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A'MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN jp8m (.....continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf,. Bar Embed= 12.Oin Mactual = 94.5 <= 603.1ft-# Vactual = 1.26 <= 19.36psi Interaction Value = 0.206 Second Stem From 4.00ft to 6.00ft 8.00in Masonry w/ # 5 @ 16,00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 14.5in Mactual = 538.2 <= 603,1ft-# . . Vactual = 3.83 <= 19.36psi Interaction Value = 0.954 Third Stem From 3.33ft to 4.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi. LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 806.6.<= 2563.Oft-# Vactual = 3.27 <= 19.36psi Interaction Value = 0.359 Fourth Stem From 2.00ft to 3.33ft 1210in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 16.8in Mactual = 1570.9 <= 2563.Oft-# Vactual = 5.05 <= 19.36psi Interaction Value = 0,666 Bottom Stem From -O.00ft to .2.00ft 12.00in Masonry w/ # 6 @ 8.00in, d= 9.00in flm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25,78 Solid Grouted,,No Spec. Insp, Wall Wt.= 118.00psf, Bar Embed= 6.01n Mactual = 3432.7 <= 3659.9ft-# Vactual = 8.46 <= 19.36psi Interaction Value = 1.005 . V4.4C1 ICI 1983-96 ENERCALC Date: 07/09/03 8" C.M.U., Solid Grout 5Q,16"Vert 0CL 'T4 0 24" Horiz .1'- 0" C.M.U., Solid Grout " 516" Vert' GL a4 4b 24" Horiz 1'- 0" C.M.U., Solid Grout a 5 (P 16" Vert�E9gb -4 4b 24" Horiz PT 1411HEEL (top): c 5 " o.c. TOE (bot) : ° 5 e'- " O.C. a 4HORIZ. AS SHOWN r M t 2 s 2`- a•- c1•- 0- 5.- ' a.. Q Page: I ljr ,S� MICHAEL MOONEY, KW -0601576 r JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 361 21 JPURSELLOSBCGLOBAL. NET --January 19'2004. . Philo Hurt; P.E. Bti to County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE. Soils Re,aj mgVall Design, Watt Residence, APN X033=130-001 . 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 Dear Philo: ' I have inspected the soils at the proposed Canyon Highlands building site. Considering the granular content of the soils present, the passive earth pressure of 250 psf used by Mike Mooney for retaining wall footing design is, in my professional opinion, a conservative number. Thank you for your consideration. Sincerely i "FESS% MMES Nq im Pursell, P.E. F _ No 6024 n r ri... FOFCA'11F0 •Y National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02103 �%3Tr RESIDENTIAL PLAN REVIEW GUIDE �c SINGLE FAMILY, DUPLEXAND cw N'�� MISCELLANEOUS ONZY 0% 6& � i , Building Permit Number: 3 Plans Examiner: ,�;�dcA 5i.��n A. P. Number: �� �✓ Y 30 — 0 GENEPL- kL: rBuildina ing requirements — (number of permitted living units). s signed by the designer. per description of work on the application. sting violations on the property. orded notice ofviolation. permit valuation. PLOT PLA`: _ Complete parcel size and dimensions. Setbacks, side card, easements, etc. S _ Other buildings or structures. v Grading, fills andior drainage. 5 Flood hazard. 6 Special conditions on Parcel Map: Noise ❑ SR_.k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Rout: and/or Federal Aid Secondary Route setback requirement. 3 Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FILOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10410 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension sbaU be 20'. When %vindo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the•flcor (Uniform Building Code section 310.4). SkN-lights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Utriform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted is this section. Kitchens, halls. bathrooms and toilet compartments may have a ceiling height of not im than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1 06- All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 foet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). «'ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening im abath or bedroom (Uniform Plumbing Code section 309.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or is orm Mechanical Code secdota 30�t.3). a root. comparunent or alcove opening directly into any of these (Unif Garai firewall separation - required on garage side including supporting walls and posts (Unifbrm8 ,Code section 302.4 exception #31. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (U nifor n Building Code section 312.;). Wood stove locltion -Alcove — UMC section 205 confined space & 223 unconfined space & 30 .2). '�Smok: detectors (Uniform Building Code section 310.9.1). 1 Pagel of 2 ,��Water closet clearances (Uniform Plumbing Code 408.5). =,ngC%%2Ps oanment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). ffJ7.shall be supported on masonry or concrete foundations that shall be of sufficient sits to support all loads (Uniform Building Code section 1806.3). TRUCTURAL DETAILS: l Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Nall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1-) Braced wall lines must be continuous throughout the structure. O2. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not oomph Kith the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets lr3)of calculations. 'Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C7. -�- Floor construction details complete enough to construct building Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace consuuction details and calculations if necessary. Garage door header size(s). . Porch header size(s). �j �L Typical header size(s). tud heights. lEgh expansive soil — special foundation design required. . Retaining Balls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor .is fully enclosed. than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design gill allow equalization of hydrostatic flood forces on w-terior Walls. Building trust be designed and anchored to prevent floatation, collapse or lateral movement_ Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other ser, ice facilities shall be designed and/or located so as to prevent water from entering or accumulating %%ith the components during conditions of flooding. NMCELLAT7EOUS ITEMS: Stairway details — landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section lOQ4.3.3.2). TNo exits on three — store dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 g 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. orgy design compliance and supporting documentation. F responsible area requirements. 'ZVjMDING PERMIT REQUIREMENTS: 1. A SRA. 2. ❑ Flood deviation certificate. 3. ❑ Firs Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. P2 Ce -- 0 f 20103-100 1 52 1 9 Recorded I RSC FEE 13.00 Official Records I Countyy Of I Recording Requested By and CANDACBUT F RUHHS I When Recorded Return To: Recorder I ROSEMARY DICKSON I I Lisa Oroville-Wyandotte Irrigation District 10:34AM 11Mar-2003 I Page i of 3 P.O. Box 581 Oroville, CA 95965 APN 033130001 QUITCLAIM DEED OROVILLE-WYANDOTTE IRRIGATION DISTRICT (OWID) herewith quitclaims to Hugh D. Watt (the undersigned declares -the consideration for this quitclaim to be $100 or less and, therefore, exempt from documentary transfer tax, R&T 11911) all of the District's right, title and interest in any and all rights of way, together with all interest in canals, pipeline, conduit, and/or appurtenant facilities, affecting those lots, pieces, or parcels of land described as follows: Lot 92 as shown on that certain Map entitled, "Canyon Highlands Unit No. 3", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on April 26, 1950, in Book 18 of Maps, at pages 8 and 9. IN WITNESS WHEREOF, OWID has executed this conveyance this 17u' day of December, 2002, at Oroville, California. -M AIL TAX STA s EMCN7,13 TO: