Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
064-600-019
s y S T R U C T U R L C A L C U L A T I O N S F O R BUTTE COUNTY BUILDING DIVISION. APPROVED CONCRETE CANTILEVERED RETAINING WALLS MALLORY CONSTRUCTION 6207 CALVARY COURT MAGALIA, CA 95954 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 r SUBJECT: CONCRETE CANTILEVERED RETAINING WALLS BY: FLT DATE: 11/03 JOB NO: 3138 PROJECT: MALLORY CONSTRUCTION 6207 CALVARY COURT, MAGALIA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVERED RETAINING WALL FOUNDATIONS. , CODE 2001 CBC SUPERIMPOSED LOADS: MIN. DL = .012x3+.010x8 = .12k/l MAX. LL = .030 x 17 +.012 x (17-3) +.050 x 5 = .93 k/l MAX LL. - ROOF SNOW + ADD'L ROOF DL + FLOOR DL + LL LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL) AND SLIDING RESISTANCE ( MIN. DL ONLY) 6" CONCRETE WALL: A.1 2'- 1" TO 4'- 0" HIGH - SHEETS 2 & 3 A.2 4' - I" TO 6'- 0" HIGH - SHEETS 4 & 5 CONSTRUCTION DETAIL - SHEET 6 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f c = 2500 PSI @ 28 DAYS REINFORCING - ASTM A615, GRADE 40 ALLOWABLE SOIL BEARING PRESSURE 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF R C E 32434 Reg. Expires 12— 31 -2004 PROJECT : MALLORY CONSTRUCTION JOB NO. : 3138 DATE : 11/2003 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916)' 872-0254 SHEET Z OF ,/* GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): .93 OVERALL HEIGHT OF THE WALL - H (FEET): 4 .-Es= OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.5 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.18 MOMENT - Mw (FT -KIP): 0.21 AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ----------------------------------=------------- 0.039 3.75 #4 @ 61.5 MIN. VERTICAL REINF. - .15 0 (IN -2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF.-- VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.10 < 1.0 PROJECT MALLORY CONSTRUCTION JOB NO. 3138 DATE 11/2003 CALC'S BY FLT FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET .3 OF �C DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.30 OVERTURNING MOMENT - Mo (FT -KIP): 0.46 TOTAL RESISTING WEIGHT - W (KIP): 0.95 RESISTING MOMENT - Mr (FT -KIP): 1.14 OVERTURNING RATIO - SF 2.51 NET MOMENT - Mn (FT -KIP): 0.69 ECCENTRICITY - e (FEET): 0.28 ECCENTRIC MOMENT = Me (FT -KIP): 0.27 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 874.27 < 1500 - SPh (PSF): 79.06 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1223.02 < 1500 - SPh' (PSF): 660.31 > 0 SLIDING RESISTANCE - Fr (KIP): 0.43 > 0.30 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.92 MAX. MOMENT @ TOE - Mt '(FT -KIP): 0.32 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.025 8.75 #4 -@ 97.1 DESIGN TOE REINF.: ##4 @ 24 PROJECT MALLORY CONSTRUCTION JOB NO. 3138 DATE 11/2003 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL - ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): -'LIVE LOAD (KIP_): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT.OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fw (KIP): MOMENT -,Mw (FT -KIP): AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) 0.151 3.75 #4 @ 15.8 MIN. VERTICAL REINF. - .15 0 (IN -2): MIN. HORIZONTAL REINF. - .25 0 (IW2): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET '� OF 6 LEVEL 30 0 40 2500 .12 .93 6 �Z 5.5 6 6 1.46 0.45 0.83 0.108 0.180 DESIGN REINF. - VERTICAL: #4 @ 12 HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.34 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 4.5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4 THICKNESS OF WALL-'BOTTOM2 (INCHES): 6.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.24 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.32 AREA REINF. (IN -2)) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.058 3.75 #4 @ 41.2 DESIGN REINF. - VERTICAL: #4 @ 24 PROJECT MALLORY CONSTRUCTION , JOB NO. 3138 DATE 11/2003 CALC'S BY FLT FOOTING DESIGN: DENSITY OF SOIL -(PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX. ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH -.HEEL (INCHES): TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT = Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT -3): f SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF) : SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF) : SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP):. AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) --------------------'---------------------------- 0.090 8.75 #4 @ 26.7 DESIGN TOE REINF.: ##4 @ 12 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Ir OF � 100 150 1.5 2.5 1500 200 0.35 12 10 18 12 10 34 0.63 1.37 1.60 2.93 2.14 1.56 0.44 0.71 2.83 1.34 1098.25 < 1500 33.51 > 0 1194.79 < 1500 593.44 > 0 C��sZ�i�[:it7 1.55 1.15 BY_ f4T DATE _! SUBJECT C/4/ - rel- CW:iC COVC�ccrc 6 SHEET NO. OF -,a— ��rif/N/XIS AIA /_ /_ CQ�/ST..0e;rA/L Joe NO. _ / 3 CHKD. BY._.. -._DATE .--•-•-••- __-•- •--- :r/h� c co,e y Co c/sreaC 26?,V6zo �- c�.tc v�,er Cr. .¢4�461,4 0 R C E 32434 rZZo ,8 4RS - Reg. Expires . 12 31 - 2004 pb ~ ,S•f,e5 - oQ�pFESS/pNgl L. TyG� Flo _ B.4CCl` �GC'D ��Qk• P�� N 0.3-9 m CIVI . lFOF CANE. ,VAMIC4L 45,e 'DE Ore c"c- sz,46 koro 3 "C "-$4zSI I CONT• CD�c/C. ,CEY v le t B,*,rrs L--� ICM "aw BUTTE COUNT BUILDING DIVISION APPROVED WrrALL r/���r H2 'TrD�r"02 �♦ rBr -c Gam.. -z- rQr rLr L/ rC• rc rer rf/. 4 1 q - — 4&/2 3- IV /VOTES : /. SES/G',V CR/TFC/�4 PSR C�4LCUG�} T/DNS Sfi�FCT /. 2. GAS 110le/z , ee1M=0XC/,VG 2¢ "ore .30 8,4,2 A/.4 , AflAl, TO A.4YG/GH7 /N 2 CU.FT. F L7 MaDMEMMa Of DR.4/N �OC,C/GN. fT. - OP770.44+6 I_0C4T/0)vS. 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0254 SC: LIVING 155 x 20'4 4068 112 LIVINGROOM-ENTRY VAULT CLOSET 5-3 x Z - 4APOST, 4X4 POST 414 ------------ ----------- ------- ------------ ---------------- CLOSET - n &A -11 "X ER A *lC-V SA -'Mfr D s8 X'. 6i' 2668 2568 4068 3068 P ENTRY 610 x 6'8 3/12 VAULT00 co (D KITCHEN (� C14 11,8 x 10,9 - DINING 10,6 x 10,9 3068 CN cn 3112 VAULT MASTE lill 3/12 VAULT T1 AND DRESSIN 4' HALLS 25'4 x 3'4 r— I D. 2668 co //A r(oo SAO( .......... . ............................ 4XI Z" BEAM? --------- ---------- -- -------------------------- ----------- -5 -B am 7- -,112, 11,718"..Versalaml e 77 050 XO (J.- wp 3,.2° LSTA 12 STRAP AT WALL TO11 ` 311i< --61. BEAM AND BEAM TO BEAM 12' eE 61— CONNECTIONS Lo2 owo 0 PORCH 3 T cmvEff--,� 1T8 x 78 4 X 4 POST 4 1., A POST ----------- ...... - -------- . ..... . ... 4050 SH \4 0- TRAILING u L LSTA 12 RAP AT SIMPSON J.� WALL TO 128T BEAM TO AND BEAM TO 88L BEAM POST BEAM TO POST CONNECTIONS 0 C) LIVING AREA 1726 sq ft coUNTY CE 61 —61 BUTTE G DIVISION ON 12' APPROVED III NOTES ',RESIDENTIAL , 064-600-0190303 i MALLORY, BRYAN _ PERMIT NO. i. - , 6207 CALVARY CT, MAGALIA NEW SINGLE FAMILY i N 11 A W ✓ Y l � 1 l r SPECIAL CONDITIONS CHECKED BY XSRA �y FLOOD CERTIFICATE REQ. AFIRE SPRINKLERS REQ. :•' SP,EC.IAL.,IN:SP_FrTInN_ITFnnc_ a� J OFFICE COPY Address I GAS _ t , Mete�B� DatELECTRC r Meter By Date GAS Meter By Date ELECTRIC Meter By Date it 4 JOB FINALED (Da Signature T J=OK 0 = NOOK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged _ 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 11. Cert. of Occupancy 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 Roof; Shthg-Roofing Shthg-Frg-Bracing 5. Date Braced Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Setbacks -Easements 2. 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 6. 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 4. Gas; MH Test -Demand -Valve Health Department Approval 10. 5. Electricity; MH Test Liqht Niche 6. Water; MH Test 7. Water and Sewer Connected B. 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 Roof; Shthg-Roofing Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-G.FI 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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liqht Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _ f r J=OK 0 = Not CK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UND5AFLOOR (Plans) OK except #'s tg Main; Soils-Elec. Grnd.-/ P' Yg. Depth 3f 5&., Garage; Soils-Steel-Elec. G _ .-/_''V1' Ftg. Depth ., Porches & Decks; Soils -Steel-/ /" Ftq. Depth /V ( C60g2bld �- Downs and Special Anchors Slab, Steel -Wrapped 8. P' rs-Fire lace Ft .-Steel LPto"D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 jT,., 0F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ELECT CAL (Permit) OK except #'s W ter Pipe; Test -Anchors -Regulator -Service Test 11,ALectric Underground 1 lenums & Ducts; Clearance -Material -Support -Ins. 14. fders-Sills-Anchor Bolts-Joists-Vents-Crippies 16/Access & Ventilation 16. Insulation Date jj//.,j le)j Card B-1 Date Card B-1 Date t2; Card B-1 Date Card B-1 Date PLUM ING(Permit) OK except #'s 1 Wr Htr.; Vent -Access -Combustion Air Baffle 1 Q' DW.V.; Test Fittings & Anchor -Nail Protection 2 wer Pan; Test, First Floor -Tub Access 21. est Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date J /A - pard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT CAL (Permit) OK except #'s 2 ure & Transformer Clearance -Ins. Protection 96. Fire Sprinkler 2 ec. Receptacles Spacing -Lights & Switches at Doors Date 2 Boxes & No. of Conductors Stapled Card B-1 Date Card B-1 27 om x Installed Close to Edge of Studs & C.J. 2 uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 72t. l ifeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3L -Range Circle/(_-, /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ,0'1es ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. othes Closet Light -Shower Light -Spa Light Oeoo,smoke Detector Date l / L--VZard B-1 ,I, Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s 3 Ducts Insulation & Support 3tAent Fan, Exhaust above insulation 3 Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet ot 40. Attic Access & Platform if Furnace in Attic DateQ� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR MING (Permit) OK except #'s 4f. Sills Proper Materials & Anchors 4Z Walls Studs -Nailing Spacing & Braces -Plates -Sound !L Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 4S/Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs A. Headers & Beams -Size & Bearing Date FRA ING (Continued) 4K Hangers -Post Caps -Anchors -Connectors 4y Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 44- Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 511*'Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 57 Garage Fire Protection Framing -RC Channel 6 YAC.-- 5X,Property Line Firewall & Openings V. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 'S�" irs; Width -Headroom -Rise -Run -Landing -Fire Protection W Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59r Glazinq AYba-Glass Protection-Skvliahts-Plastic r ') T-- - $1. ,�rac%YhteKbr/ExtbIbr Wall Pandrs 1Z/)19P6 1Z, 7P Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date /j, If Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 4. Ext. Steps -Door & Sidelight Protection -Landings 65 moke Detector 6r Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 7.. B droom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7 fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 7 . it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ija Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location ' ?,%--Etec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 49' Gard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes ❑ NoMalks ❑ Yes ❑ No/Planters ❑ Yes ❑ No Stucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing ir Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing /Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ypnfilation Throughout House Glass Protection 94' Cortections from Previous Inspections �as Test -Meters Tagged, Gas -Electric Vater & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates . Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oro'�Ile, Cdlifornia 95965 • Telephone (530) 538-7541ie�, ^ EERMIT NO. (Rev. 12/96) APPLICATION AND�PERMIT U' , ASSESSOR PARCEL NUMBER 064-600-019 ZONING R-1 BUILDING PERMIT OWNER o " Mall=• TELEPHONE Sp. FT. OCC. BUILDING VALUATION OWNERS MAIUyan ADDRESS 11721 W Park Drive maRalia 99994 'R 917744XID 440 11 7920-00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS 169 9184-00 CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ oin ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $429- 13 BUILOINQ ADDRESS 6207 Calvary Court Ma alfa Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 11 99 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT -sl Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap IC 1 7.00 70.00 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New SF tO-t12 MaStP_rPri Master #01-02 Gas piping system 1 - 5 outlets 15.00 19-00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service soOR LESS 200A .A OR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION 1 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 16 Lic. No. � 2 y .� Z OWNER -BUILDER DECLARATION 1 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. BLDs. SO 3.5¢FT: 6.16 NEW CONS MULTI -OUTLET NON-RESID. @7.50 POWER APPARATus & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FUTURES e20 @ 1; 0 Ex. Occup. oFuntrs REM.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 119.16 MECHANICAL PERMIT Filing Fee 20.00 Heating 1 19.00 15.00 Cooling 19.00 Hood 6.50 Ventilation gas fire�lare 1500 PERMIT FEt s80.50 Policy Number (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) ` I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 3 _ f d - ® r �Sig*neof Appl' t - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excav Ions over 60" deep and demolition or construction of structures over 3 stories in height. di Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE T L FEE $ HAz. I D Es, I CQZJ pABpEI p0 IS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. / Date to Receipt No.t 6 5 3 LJ WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK -INS CTOR OLD NROD-APPLICANT Apr 12 04.05:49a LOERKE INSULATION CO.,INC 5308918560 p.1 BTM CERTWIGATe. �Or�-07 ��i.vlQ�y f.[ t4Gdti�t� EXTWR vt ALL Brod Now Jobw Mmft Th$MW (R4ftw 9 • !� P _ d9ho 9baavfe Brand NWM ��-.'�1�._�'ii('t�i�'j;,r�!" .���1..��T���:�:�I" 1:11• L-3 .."a:.�-..,�J.,, y` � . �,y`-r`-' )... y,,..-..�h,- .r.., �.�w�...,, ..� �.r . t✓- sir .. v.,..,-^...` COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF=DEVELOPMENT SERVICES -r 411'Main Street- Chico, CA • (530) 891-2751 r _ 7 County Center Drive. Oroville, CA • (530) 538-7541-' 't CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected.' Please notice this ollice when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date )IIIO D Inspector REV 10/92 E.H. USE ONLY :E 7 0 . • ' 'Slot ilea Attechod 1 Fl oor ilea A Aad Sam to ®.D TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0 r\,A2 v L rINI A Owner j Location AP# .. Plan Approv f Sewage Disposal at Su ply: Public. Private Well Clearance for welling. Other Hold final for: Final clearance O.K. for: NOTE: Enviro mental Health Specialist Date 8/96 COUNTY OF BU 7 County Center Drive, Oroi PERMIT 03 4ENT SERVICES -BUILDING DIVISION :(530)538-7541 Fax(530)538-2140 DATASHEET 64/ OWNER: ASSESSOR PARCEL NUMBER so. -N -"r I -.- Proposed Building Use: �--Counter Technician: CS Date: 311013 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. '� :3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. k ptW4. Engineered truss details and layouts in duplicate. No faxes! = 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed ng ed b . tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the Gity of Biggs .................................... ❑ 10. Letter of intent fol non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other...,,,, -- Remaining items needed to sue -the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ..................................... � =' 15. Statement of Intent for Non -heated and A/C Buildings.........................................� A 1 16. Sanitation and plot plan approval from the Environmental Health De ent in �= f �i -03. ❑ 7. -City of Chico Plumbing permit ....................... C14. California Department of Forestry plan approval paid. Sent by: ..................... ❑ 19. Planning approval for (A) Use: O K (B)Parking: (C) Parcel Check: r2 L4-�j ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occp.3 ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractof's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ...... ........:............. ......... ........ ❑ 25. Owner -Builder Verification (13 Given to owner, ❑ Mailed to owner) ..................... 1026. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone T 7 3- and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the above items numbered 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: ''�� `" Date: Note transfer by: i=;. Date: 3- �-)- 03 y 40 Plan Check Letter N v� - ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, b Date: _ Plans approved by: Date: _Structural approved by: Date: s,' Yellow: Building Division -,Db BOUNTY OF BUTTE 09 DEPARTMENT OF DEVELOPMENT SE]kVICES - BUILDING DIVISION 7, COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER' PROPOSED BUILDING USE v\'J , jy l) LgP I r MCl L-Q.&C 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3., SHERIFF FEES (paid at Building Division) Residential x $360.00 = $�� ...................... Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # (0 DATE S b V - RECEIPT # DATE REC. 7//,; 3 Sa5c)6 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT � DATE _ 3 — f� r PPuursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) CDF FIRE SAFE -REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app_,rteaant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive.vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves*in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [1)- 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 1, L L6 4,11 AP # PERMIT # N E [l 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 11 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates E�D 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. L J 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u1] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. . [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying., burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building permit. Page 2 of 3 r �d�"ftj AP # PERMIT # N—APE Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof ,L - Enclosed eaves [y] If_Buildinq Setback is Less Than 15 Feet 1 Choose any 1 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13'D Glass area not to exceed 1-0* of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3• coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l 3 - r -03 Date Signature Page 3 of 3 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.hbnl 05-01071 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 1030 Pemmit Number Z q 45 District ' \ APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Appli is Name: 1 a. Company Name: 2. Address. 3. Phone: Sal^ S�6 -4. Assessor's Parcel Number. S. Locatypn of W k to be Done a (! "ZO - / -4�- 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name ' 9. Address � �l 10. Phone: 11. Fax. 3 of Z 12. Contractor's License Number: 7 cl ri 13. Certificate of Insurance: Yes ❑ No: �r 14. Contractor's Signatur� 14a. Date Signed: 3 IS. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: 15 Sidewalk: ❑ 17. Driveway (List Type): r 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions I .— o,%A -to 6 •e -R-unJ I til P GJ; Z A a s o a, oh �' Roaa,wa o once-cfc n oun fi b✓ Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. Pq All work shall conform to accompanying: Detail R Plans 0 Special Conditions 21. Date Issued 31.3103 22. Expiration Date: 3 A3 /0'/ 23 Surety: yes Mike Crump, Director of Public Works I By: 2&Aegn�A_ ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up too a week. Page 1 of 2 General Conditions — See Page 2 i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �� S _ Building Department No. v A.P. Number �j — �p�) 01 9 Jurisdiction: City County Property Owner Property Location/Address Subdivision Lot No. ... ................. 'tomWW ,.�. �:.Residential :Development Sq. Footaget/Q ' No f LivingV Mobile Home Additiont 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): Commercial/Industrial New Addftion Disic�t Id`entifi�cjat'ioan N/o.� l la/z z (Street Address) (City) /D (Floor Plans reviewed by School District P< CJ School District certifies that has complied with the requirements of Resolution No. representing 3 square feet School District Representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) - zrl-o `3 Date r (Applicant) N, (State) (Phone Number) p Code) by payment of $ AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs 110/981dmm 4 IL AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION /v ` 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 x003-0030 1 Ess Recorded OfficialRecords CoBUTTEDf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:22PN 09 -May -2003 REC FEE 10.00 CONFORM 1.00 MaryR Page 1 of 2 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: USee. Ma CNA, [gat &Sc� rh ate' Date s- -�- 0'� PROPERTY OWNERS: W h/ • ct ! �C State of California County of�-t On �t -�—05113 before me, personally appeared r ly(�40.n yl'�M M O A personally (mown to me (or proved to me on the basis of satisfactory evidence)'Io be the person(s) whose name(s) is/are 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 official seal. Signature Seal: CHERT HOVEY Commission # 1327113 �(( @I-WCQMM.EXP1r&30C12?.20051 Notary Public- California A.P. # Ol9 "1 Q Butte County V `1i �: zC;•.e!�CJr�s. S'I;.w``iFa.c!'vu»::C"<:.r�';.Sib. r,Zia.•"�....,•f��..•.: ,�s� err" e Gc�'TSc fiiu: - ^•t:"� 7 �(1:,1�Yi .�:^� �•�ce',rj F`'t[ ...�� t' ♦. � tin ,V r2i'�� J � �y c+,.�. r�.I''�,.i�y��li,n4;�.�ro��!'y�41:�faq:�,j7•�.'.,�Ii<q.1; '�+i;"� . `�% F Preliminary Report- Order No. BU -204312-2 CH Description The land referred to herein -is situated in the State of California, County. of Butte, and is described as follows: PARCEL I: LOT 73, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 11 ", WHICH MAP WAS RECORDED IN THE OFFICE ..OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1970, IN BOOK 38 OF MAPS, AT PAGE(S) 17, 18 AND 19. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND THAT NO. DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 064-600-019-000 PARCEL II: A NON-EXCLUSI E EASEMENT OVER LOTS A AND B. (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 11 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI AND XIII. 11 n i , + COPY of Docum t Recorded AND WHEN RECORDED MAIL TO: + 09 -Nay -2003 200 003265 BUTTE COUNTY BUILDING DIVISION Has not been compa d ith 7 COUNTY CENTER DRIVE original OROVILLE, CA 95%5 , BUTTE COUNTY Reem0I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issue x ofi a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural pf6scs, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemic , uuding, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including bait not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odoi Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepakd 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:'. Date S - i _ 03 PROPERTY OWNERS: W State of California County of On -ts CL -CD before me, personally appeared_ic�-n -) �GM�ya V known to me (or proved to me on the banpersonally s of satisfactory evidence) be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/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 official seal. Signature Seal: CHERT HOVEY Commission 01327113 A.P. # O�i "f Notary Public - California Butte CouMW nty • - w, Preliminary Report . Order No. BU-204312-2 CH Description ' The land referred to herein is situated in the State of California, County. of Butte, and is described as follows: ` PARCEL I: LOT 73, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. I V!, WHICH MAP WAS RECORDED IN THE OFFICE .OF-THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1970, IN BOOK 38 OF MAPS, AT PAGE(S) 17, 18 AND 19. EXCEPTING THEREFROM ALL MINERALS, ' OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SIi-1LL BE DONE FROM ' ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN AND THAT NO. DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. APN 064-600-019-000 . PARCEL II: A NON-EXCLUSPIE EASEMENT OVER LOTS A AND B (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 11 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCIUBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI AND XIII. 4 �-wironmental Health APR 2 9 2003 ' Chico, California &, APPROVED Butte County vironmentai Heal 0 Olt, 1. ^.+. S / o N 6, MALLORY CONSTRUCTION p• ` , Bryan Mallory / ' 13723 West -Park Drive Magalia, CA 95954 %2 873-1355 521-5623 mallorycon@aol.com PROJECT 6207 Calvary Court Magalia, CA 95954 APIC 064-600-019 POM 11-073 SCALE: 1'1 24'-011 Pagelof2 DE -K ; 'M14.3 ARF, FLOOR PLAN -Z.1ARA'-E . ... . ..... ---- ---- ...........1 1w SCALE: 1" = 12'-011 vironmental Health APR 2 9 2003 Chico, Califomia APPROVED MALLORY CONSTRUCTION Bryan Mallory 13723 West Park Drive Magalia, CA 95954 873-1355 521-5623 mallorycon@aol.com PROJECT 6207 Calvary Court Magalia, CA 95954 AP# 064-600-019 POA# 11-073 Page of 2 2 HEORG:11.4 V L', L.NIHKU FtA > DINING - S.1 F-,RCH ; 'M14.3 ARF, FLOOR PLAN -Z.1ARA'-E . ... . ..... ---- ---- ...........1 1w SCALE: 1" = 12'-011 vironmental Health APR 2 9 2003 Chico, Califomia APPROVED MALLORY CONSTRUCTION Bryan Mallory 13723 West Park Drive Magalia, CA 95954 873-1355 521-5623 mallorycon@aol.com PROJECT 6207 Calvary Court Magalia, CA 95954 AP# 064-600-019 POA# 11-073 Page of 2 2 Date: SITE PLAN REVIEW APPLICATION 3-1 o -cam Permit Number (if applicable) 03 — 6 t7 , AP# O Lt -1--- C, ©'a - P `� APPLICANT INFORMATION Parcel Size: 2� A e-- Owners Name:' ra 1_ I— Owners Address: Telephone No.: Situs Address: Proposed Use:. B`73 135 iS7 g595id 2D7 eALVg2 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 T ❑ Single Family Remodel Non-residential +' ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition . ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date -S - 21-1- n Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: R Snow Load Area:.2c7av --r-D OrD-�--- ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 0 L-) Dry C. 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 ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form F-1EncroachmentPermit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R — ) 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 2 1: 7 Side '3p Side Street Rear S 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 b Applicable Development Fees: Standard Fees. Amount ❑ Fire ❑ School* ❑ 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) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: 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 j� Page 3 of 5 _ t J1 Subdivision Map/Parcel Map: t i=%TzF-� Di S- P u,-� I&S Map Date of Recording: Lot: 1`z -tom- 7 ❑ Use Permit/Minor Use Permit Permit Number: Book: 3 Date of Approval: Page: 7 1 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ 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. INK t Page 4 of 5 4 e� ❑ ❑ a Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc aJ Page 5 of 5 NO7ES.- 1. TYPICAL UNDERFLOOR P0077NGS ARE 14"SO X 6" THICK 2. F0077NGS OVER 16" SO MUST BE 12" DEEP J ALL F0077NGS ARE TO DE EXCAVATED INTO UNDISTURBED SOIL. 4. MAINTAIN CLEARANCES .SHOWN UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED IS USED. S. MAINTAIN REQUIRro CONCRETE COVER PER MANUFACTURER AT POST BASE INSTALLED IN CONCRETE PEDESTAL PIER%FOOTING �" MIN 2" MIN 14 Q TYPICAL UNOERFLOOR PIER/FOORNG OR UNDER DECK PIERIIFOO77NG PEDES TAS (MONOUT se VARIES 5) 3" MIN 2" MIN FOOTING MTH POST BASE & MONOLITHIC PEDESTAL REDWOOD OR POST DAVE P. T. POST POST SASE SLAB FLOOR 1" STANDOFF v i I o t 9 / �%%%%/ 171-7 i I I I i��ml 1 9 12" 12" MIN !e „i MIN t S T R U C T U R A L C A L C U L A T I O N S F 0 R MALLORY RESIDENCE BUTTE COUNTY, CA MALLORY CONSTRUCTION 13723 WEST PARK DRIVE MAGAL IA, CA 95954 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 8720254 CIVIL o STRUCTURAL BY: 2�-/ (530) 872-0254 FAX (530) 872-9331 DATE: SHEET No. OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No.�/ SUBJECT: IF,, PROJECT: a,77 �/b✓ C� �. z — f0 Z,-- — X74 t E -92434 peg. E it" 1 - 1- � 'tri.-.. ✓� �"' 2�2Q/03 4-f r '7 2 , �- ",� Y -sl OZ) % FLU C'MORMCEG3 ma CIVIL v STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: DATE: ®� SHEET No. OF CHECKED BY: DATE: JOB No. l f Fx AO ,p I -(e -P r.- (1A121',?=,-- 99\ lcJ/ be �. J' 6112x (/ 6Xi 7 Y f / ® l �r l l f Fx AO ,p (1A121',?=,-- 99\ lcJ/ be �. J' 6112x (/ 6Xi 7 Y f / ® l �r l �' � � d f 9� /✓ �' t !/ �f✓ �f! g®_ j�� ! r ,, Com- ��� � L/ 11-1 33 FLU EHMHEEMM CIVIL e STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: lx�Z DATE: SHEET No. 17OF CHECKED BY: DATE: JOB No. M A Sa P A /��•. saw ��� � L �� mss.. r L� �•� °�' t Y �j/ �/� A CIVIL o STRUCTURAL BY: DATE: SHEET NO. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB NO. — — -- — SUBJECT: PROJECT: 2x- 4 s os /16.d- T /-/, 45 J/I BRACED WALL SCHEDULE - "DELTA" SYMBOL ON PLANS A. 7/16" x 4'x 8' L P ORIENTED STRAND BOARD (SmartPanel Siding) W/ 8d @ 6" /12" (ICBO REPORT NO. ER - 5905 ). MINIMUM PANEL WIDTH OF 4'- 0" OR AS NOTED ON PLANS. SEE NOTES BELOW. B. ALTERNATE BWP - 3/8" PLYWOOD CDX OR OSB WITH 8d @ 6"/12". HD2A HOLDOWN ON -2-x OR PHD2 ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING ( EXTEND SSTB AS REQUIRED BY USING 5/8" DIA. THREADED ROD AND COUPLER NUT). MINIMUM PANEL WIDTH OF 2'- 8" OR AS NOTED ON PLANS. SEE NOTES BELOW. C. 1/2" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @ 7" o.c. MINIMUM PANEL WIDTH OF 8'-0" ON ONE SIDE, OR 4'- 0" ON TWO SIDES, OR AS NOTED ON PLANS. SEE NOTES BELOW. NOTE: 1. CONTINUE WALL SHEATHING OR SIDING DOWN TO SILL OR FOUNDATION PLATE. 2. ALTERNATE BWP SHALL BE SUPPORTED DIRECTLY ON FOUNDATION OR ON CRIPPLE STUD WALL OF 14" MAXIMUM IN HEIGHT. 3. SILL PLATE TO JOISTS, RIM JOISTS OR BLOCKINGS WITH 3 - 16 d @ 16" o.c. 4. FOUNDATION PLATE TO FOOTING WITH 1/2" DIA. A. BOLTS @ 6'- 0" o.c. OR 2 -A. BOLTS MINIMUM. STRUCTURAL NOTES: 1. USE 1/2" OSB ROOF SHEATHING WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD. 2. 2x EAVE BLOCKINGS WITH 3 - 16d TOE NAILS TO TOP PLATES, MINIMUM. 3. DELTA ZtS INDICATE SHEAR WALL PANELS WITH 7/16" OSB ( MIN. ) SHEATHING AND 8d @ 6"/12" NAILING. 2 - 1/2" DIA. A. BOLTS AT EACH PANEL. HD2A HOLDOWN ON 2x OR PHD2 ON 2 - 2x EDGE ( KING) STUDS WITH SSTB 16 A. BOLT TO FOOTING. EXTEND SSTB AS REQUIRED BY USING 5/8" DIA. THREADED ROD AND COUPLER NUT. WIDTH OF PANELS AS NOTED ON PLANS. 4. PORCH BEAM TO TOP PLATES AND BEAM TO BEAM WITH L STA12 STRAPS. GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT TIME JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORD SO INVOLVED, 2. ALL PHASES OF WORD SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS, 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR S=MALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACNGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER-472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBO REPORT NO. NER-119) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORIM_i TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), U.N.O. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 18. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. ORIENTED STRAND BOARD ROOF AND WALL SHEATHING, COMBINATION SUBFLOOR/UNDFR- LAYMENT, STAIR TREADS AND SMARTSTART LAP AND PANEL SIDING LOUISIANA-PACIFIC CORPORATION 10115 KINCEY AVENUE, SUITE 150 HUNTERSVILLE, NORTH CAROLINA 28078 1.0 SUBJECT Oriented Strand Board Roof and Wall Sheathing, Combination Subfloor/Underlayment, Stair Treads and SmartStart Lap and Panel Siding. 2.0 DESCRIPTION 2.1 General: Louisiana-Pacific Corporation (L -P) oriented strand board panels are for use as roof and wall sheathing, combination subfloor/underlayment, and lap and panel siding. The strands in the surface layers of the panels are oriented along the length of the panels while the strands in the core of the panels are oriented randomly or along the width of the panels. The strands are bonded together by a heated pressure -forming process in accordance with the approved quality control manual. The panels have a density of approximately 40 pcf (640 kg/m3) and are supplied in 4 -foot (1219 mm) widths and 8 -foot (2438 mm) lengths. They are available in 1/4`+ 318_, 18, 7/1 6- 15/32-1 1/2 -119/32-1 5/8_, /8, 23/32-, 3/4_ 7/8 1- and 1'/e inch (6.4, 9.5, 11.1, 11.9, 12.7, 15.1, 15.9, 18.3, 19.1, 22, 25.4, and 28.E mm) thicknesses. The 19/3; inch and thicker combination subfloor/underlayment panels are available with tongue -and -groove edges. All panels must be installed with a minimum '/e inch (3.2 mm) gap along all panel edges and ends. Unless otherwise specified, the panel must be fastened with 6d common nails for thicknesses through 1/2 inch (12.7 mm), and 8d common nails for greater thicknesses. Nails must be spaced a maximum of 6 inches (152 mm) on center along panel edges and 12 inches (305 mm) on center along intermediate supports, except for 48 -inch (1219 mm) spans where the maximum spacing is 6 inches (152 mm) on center along intermediate supports. In areas where the design wind speed specified by the 1997 Uniform Building Code TM (UBC) is greater than 80 mph, the designer must investigate the need for denser nailing patterns on roof sheathing. Fasteners roust be placed with a minimum panel edge distance of'/, inch (9.5 mm). A3/; inch(19.1 mm) expansion joint with separate framing members must be provided at intervals that preclude continuous sections of panels exceeding 80 feet (24 384 mm) in length. A'/ inch (12.7 mm) gap must be provided between the panel edge and concrete or masonry walls. Cut-outs must be oversized for plumbing and electrical systems, to avoid tight -fitting contact between piping or conduit and cut-out panel edges. The L -P oriented strand board panels have been evaluated in accordance with the American Plywood Association (APA) PRP -108, "Performance Standards and Policies for Structural Use Panels" (ER -5681) as: 1. APA Rated Sturd-I-Floor 2. APA Rated Sheathing 3. APA Structural I Rated Sheathing 4. APA Rated Siding The panels are permitted to be used in horizontal diaphragms to resist wind and seismic forces when they are installed in accordance with Table 1. The unblocked diaphragm values shown in Table 1 also apply to assemblies with panels having tongue -and -groove joints along the longitudinal panel edges. Structural -use panels are used as roof and wall sheathing. 2.2 Roof Sheathing: L -P oriented strand board panels are available as Rated Sheathing and Structural I Rated Sheathing. When used as roof sheathing, the panels must be protected by an approved roof covering material. The panels are manufactured with roof span ratings of 16, 20, 24, 32, 40 and 48 inches (406, 508, 610, 813, 1016, and 1219 mm). The allowable live loads applied to the panels are described in Tables 2 and 3, and the allowable dead load is 10 pounds per square foot (0.479 kN/m2). All panels must have edge support and span and load conditions as indicated in Tables 2 and 3, and must be installed over two or more spans with the long panel dimension perpendicular to supports (except as provided in Table 3). Except as noted in Section 2.1, roof sheathing panels must be fastened with 8d common nails for thicknesses through 1 inch (25.4 mm). 2.3 Wali Sheathing: L -P oriented strand board panels are available as Rated Sheathing and Structural I Rated Sheathing. The panels are manufactured with wall sheathing span ratings of 24 inches (610 mm). When used as wall sheathing, panels identified as Exposure 1 are considered water -repellant panel sheathing under Section 1402.1 of the UBC and must be covered with an approved exterior wall covering complying with the UBC. When the panels are used in lieu of continuous diagonal braces, panels shall be installed in accordance with Section 2320.11.3 of the UBC. All horizontal joints must have 2 - inch -by -4 -inch (51 mm by 102 mm) solid blocking. Panels _ft REPORTS- are not to be construed as representing aesthetics or any otter attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or u recommendation for its use. There it no warranty by ICBO Evaluation Service, Inc., express or implied, as to uni- finding or other matter in this report, or us to arty product covered by the report. Copyright © 2002 Page 9 of 7 Paoe 2 of 7 1/2 inch (12.7 mm) thick and less must be fastened with 6d common nails; 8d common nails must be used for thicker panels. Nails must be spaced 6 inches (152 mm) on center at panel edges supported by framing, and 12 inches (305 mm) on center at other supports. Maximum allowable racking shear loads are indicated in Table 4. 2.4 Combination Subfloor/Underlayment: L -P Sturd-I-Floor panels used as combination subfloor/underlayment must not exceed the support spacing and loads indicated in Table 5. Panels intended for use under nontextile -resilient flooring must be covered with a '/,-inch (6.4 mm) minimum thickness of underlayment. If panels are square -edged and resilient floor covering is to be applied directly, panel edges must be supported by 2 -inch -thick (51 mm) lumber blocking. Where panels are covered with a '/4 inch -thick (6.4 mm) underlayment or have tongue -and -groove edges, blocking is not required, unless it is required by Table 1. 2.5 Stair Treads: L -P 23/32 -inch (18.3 mm) and thicker OSB panels labeled APA Series N-120, are permitted for use as stair treads spanning a maximum of 45 inches (1143 mm) between stringers. Stair tread width must not exceed 12 inches (305 mm) between risers. The panels must be supported at both front and back by a full-length riser fabricated from any available APA panel grade at least 19/32 inch (15.1 mm) thick and fastened with 8d common nails. The treads must be nailed to the front riser with 8d common nails spaced a maximum of 12 inches (305 mm) on center. The back riser must extend down flush with, or past, the bottom tread and must be nailed to the treads with 8d common nails spaced a maximum of 6 inches (152 mm) on center through the center of the tread. To reduce splitting, 3/32 inch (2.38 mm) holes must be predrilled on site at mid -thickness of the treads at locations receiving nails. In addition to nailing, gluing is permitted. 2.6 SmartSystem Siding: 2.6.1 General: L -P SmartSystem sidings area composite product consisting of an engineered wood substrate containing zinc borate, bonded to a phenolic resin - saturated, primed paper overlay with glue line. The overlay is embossed during the manufacturing process with a smooth or simulated rough -sawn cedar texture. A sealer is applied during the manufacturing process to all edges. The panels are %,'/,s, or 19/32 inch (9.5, 11.1, or 15.1 mm) thick and are manufactured in accordance with the approved quality control manual. SmartSystem siding is produced as SmartLap and SmartPanel siding configurations. 2.6.2 SmartLap Siding: SmartLap siding is a lap siding available in widths of 6, 8, 02 and 12 inches (152, 203, 241 and 305 mm), and thicknesses of % and '/,, inch (9.5 and 11.1 mm). The siding is attached directly to framing members spaced a maximum of 24 inches (610 mm) on center or over one of the following nailable sheathings: 1. Nominal 1 -inch (25.4 mm) boards with studs a maximum of 24 inches (406 or 610 mm) on center. 2. Sheathing panels with a roof span rating of 24 inches (610 mm) or greater, with the long dimension placed either parallel or perpendicular to studs a maximum of 24 inches (406 or 610 mm) on center. 3. Sheathing panels with a roof -span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs a maximum of 16 inches (406 mm) on center. All installations of SmartLap siding must be backed by a weather -resistive barrier as required by the UBC. Openings in, penetrations through, and terminations of the SmartSystem sidings are outside the scope of this report and must be specifically approved by the building official in accordance with the UBC. SmartLap sidingjoints must be staggered over successive courses. For installation without nailable sheathing, lap siding joints must occur over stud locations. SmartLap siding must be attached with top nailing in which the nails are installed in the following manner: SmartLap Siding: Nails must be placed at the top of the lap siding panel, % inch (19.1 mm) down from the upper edge. Each successive course of lap siding must overlap a minimum of 1 inch (25.4 mm). Self -aligning SmartLap Siding: Nails must be placed at the top of the SmartLap siding panel, '/2 inch (12.7 mm) down from the upper edge. Each successive course of lap siding must rest on the back rabbet and must self -align at an overlap of 73/16 inch (20.64 mm). Fasteners must be corrosion -resistant. Nails attaching lap siding must be 8d box nails. Nails must penetrate the solid wood framing a minimum of 11/2 inches (38 mm). Nails attaching the SmartLap siding to nailable sheathing must be spaced at 8 inches (203 mm) on center, maximum, along the top edge of the siding and must also penetrate the sheathing and framing at each stud location a minimum of 1'/2 inches (38 mm). Installation of SmartLap siding on studs spaced 24 inches (610 mm) on center is limited to maximum building heights of 40 feet (12 192 mm) in Exposure C locations where the basic wind speed does not exceed 110 mph (177 km/h). Where the wind speed exceeds 90 mph (145 km/h), siding greater than 6 inches (152 mm) in width installed on studs 24 inches (610 mm) on center, or siding greater than 8 inches (203 mm) installed on studs 16 inches (406 mm) on center, must be fastened by either top nailing or conventional nailing, using two nails per stud for each piece of siding for a distance within 10 percent of the width of the narrow side of the building from the wall corners. 2.6.3 SmartPanel Siding: SmartPanel siding is 4 feet (1219 mm) wide and 4 feet to 18 feet (1219 mm to 5486 mm) in length. SmartPanel Siding is available in 3/8 inch, '/,,-inch and '9/12 -inch (9.5 mm, 11.1 mm and 15.1 mm) thicknesses. The 3/8- and'/,s inch -thick (9.5 and 15.1 mm) panels have a minimum groove thickness of 0.240 inch (6.1 mm) and a minimum shiplap thickness of 0.188 inch (4.8 mm). The 99/32inch-thick (15.1 mm) panels have a minimum groove thickness of 0.320 inch (8.1 mm) and a minimum shiplap thickness of 0.212 inch (5.4 mm). SmartPanels must be installed either directly to framing members or over one of the following nailable sheathings: 1. Nominal 1 -inch -thick (25.4 mm) boards with studs a maximum of 24 inches (406 or 610 mm) on center. 2. Sheathing panels with a roof span rating of 24 inches (610 mm) or greater, with the long dimension placed either parallel or perpendicular to studs a maximum of 24 inches (406 or 610 mm) on center. Page 3 of 7 3. Sheathing panels with a roof span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs a maximum of 16 inches (406 mm) on center. SmartPanel siding must be installed with its long dimension oriented vertically. The'/,s inch -thick (11.1 mm) panel siding must be fastened to framing members with 6d box nails. The '9/,, -inch -thick (15.1 mm) panel siding must be fastened to framing members with 8d box nails. Nails must penetrate wood framing a minimum of 1'/2 inches (38 mm). Fasteners must be corrosion -resistant. When SmartPanel siding is applied directly to the framing, the maximum spacing of the framing must be consistent with the span rating of the SmartPanel siding, which is indicated on the panel's label. SmartPanel siding installed either directly to framing or over nailable sheathing, with the nails spaced 6 inches (152 mm) on center % inch (9.5 mm) in from panel edges and 12 inches (305 mm) on center at intermediate supports spaced 16 inches (406 mm) on center, is limited to maximum building heights of 40 feet (12 192 mm), in Exposure C locations, where the basic wind speed does not exceed 90 mph (141 km/h). Where the basic wind speed exceeds 90 mph (141 km/h) but does not exceed 110 mph (177 km/h), and studs are spaced 211 inches (610 mm) on center, the panel siding must be attached to intermediate supports with the nails spaced a maximum of 6 inches (152 mm) on center. Four -foot -by -eight -foot (1219 mm by 2438 mm) SmartPanel siding installed vertically, directly to framing, with a single row of nails penetrating both laps [nails spaced 6 inches (152 mm) on center at panel edges and 12 inches (305 mm) on center at intermediate supports], is an alternative to the wall bracing requirements for conventional wood frame construction specified in the UBC for applications not requiring structural analysis. Minimum coverage area must be as set forth in the UBC for structural wood panels. The nails required for'/,, -inch -thick (11.1 mm) panels are 6d box nails. Mails used to attach 19/32 -inch -thick (15.1 mm) panels are 8d box nails. Shear values for panels applied directly to studs must be no greater than those noted in Table 4. All SmartPanel joints must occur atframing members and must be protected with a continuous wood batt, approved caulking, flashing, or vertical or horizontal shiplap; or otherwise must be made waterproof. When the SmartPanel siding is installed over an approved foam plastic sheathing up to 1 inch (25.4 mm) in thickness, the siding must be fastened with galvanized box nails of sufficient size to provide 1'/, -inch (38 mm) penetration into the framing. 2.7 Installation: Louisiana-Pacific Corporation's oriented strand board roof and wall sheathing, combination subfloor/underlayment, and stair treads must be installed in accordance with the provisions of the UBC and the requirements of this report. Louisiana-Pacific Corporation SmartLap Siding and SmartPanel Siding must be installed in accordance with the requirements of this report and in accordance with the Louisiana-Pacific Corporation "Application Instructions for SmartLap and SmartPanel Siding." 2.8 Identification: All Louisiana-Pacific Corporation oriented strand board OSB panels, stair treads and sidings are labeled with the product name, and bear the stamp of the quality control agency (APA—The Engineered Wood Association) (see Figure 1.) The stamp contains the following information: 1. Mill number. 2. Evaluation report number (ICBG ES ER -5905). 3. Reference to APR's "Performance Standards and Policies for Structural -Use Panels" (PRP -108). 4. Grade/exposure. 5. Span rating. 6. Panel thickness (in fractions of an inch). 3.0 EVIDENCE SUBMITTED Data in accordance with UBC Standard 23-3; reports of fastener tests; structural calculations; installation instructions; and a quality control manual. 4.0 FINDINGS That the Louisiana-Pacific Corporation Oriented Strand Board Panels, Stair Treads and Sidings described in this report comply with the 9997 Uniform Building Code TM (UBC), subject to the following conditions: 4.1 Installation of the OSIS sheathing and underlayment, stair treads, and SmartSystem sidings must comply with this report and the UBC. 4.2 SmartLap siding is not used as an alternative to bracing requirements specified in the UBC. 4.3 Panels subjected to fire -retardant treatment are outside the scope of this report. 4.4 In areas where seismic analysis is required by the UBC, the appropriate sections of the code for wood structural panel diaphragms and shearwalls must be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications to the allowable shear loads tabulated in this report, and additional inspection requirements. 4.5 The products are manufactured in Newberry, Michigan; Two Harbors, Minnesota; Tomahawk, Wisconsin; and Silsbee, Texas, under a quality control program with inspections by APA—The Engineered Wood Association (AA -649). This report is subject to reexamination in one year. TABLE 1 — ALLOWABLE SHEAR (pounds per foot) FOR HORIZONTAL L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE1 FOR WIND OR SEISMIC LOADING For SI: 1 inch = 25.4 mm, 1 Ib./ft. = 14.6 N/m. al Design Specification; (b) find shear value from table for nail size, and lFor framing of other species: (a) Find specific gravity for species of lumber in AF&PA Nation for Structural 1 panels (regardless of actual grade); (c) multiply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42 2Space nails 12 inches o.c. along intermediate framing member (6 inches o.c, when supports are spaced 48 inches o.c.) 3Framing at panel edges must be 3 inches nominal or wider, and nails must be staggered where nails are spaced 2 inches o.c. or 21/2 inches o.c., where 10d nails having penetration into framing of more than I5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing must be used where full nailing surface width is available and nails are staggered. BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS Nail Spacing (inches) at Diaphragm Boundaries (All Cases), at Continuous Panel Edges Parallel to Load (Cases 3 and Nails Spaced Inches Max. at Supported 4), and at All Panel Edges (Cases 5 and 6)2 Edges2 6 4 21/23 23 Case 1 (No Unblocked Edges Continuous All Other Configurations MINIMUM MINIMUM NOMINAL MINIMUM NOMINAL Nail Spacing (inches) at Other Panel Edges PENETRATION N PANEL WIDTH OF FRAMING MEMBER or Joints Parallel to (Cases 2, 3, 4, 5 6 6 4 3 COMMON FRAMING THICKNESS (inches) Load) and 6) PANEL GRADE NAIL SIZE (inches) (inch) 6d 11/4 5/16 2 185 250 375 420 165 125 Oriented Strand 3 210 280 420 475 185 140 Board Structur- al 1 Rated 8d11/ 2 3/8 2 270 360 530 600 240 180 Sheathing, Ex- 1 3 300 400 600 675 265 200 posure 10d 15/8 15/32 2 320 425 640 7303 285 215 3 360 480 720 820 320 240 6d It/4 5/16 2 170 225 335 380 150 110 Oriented Strand 3 190 250 380 430 170 125 Board Rated 3/8 2 185 250 375 420 _ 165 125 Sheathing and 8d 1 �/� 3 210 280 420 475 185 140 Sturd-I-Floor, Exposure 1 3/8 2 240 320 480 545 215 160 3 270 360 540 610 240 180 7/16 2 505 575 230 170 3 570 645 255 190 lOd 15/s 15/3 2 1300t400 530 600 240 180 3 600 675 265 200 15/32 2 29 575 6553255 190 3 325 650 735 290 215 19/32 2 320 425 640 7303 285 215 3 360 380 720 820 320 240 For SI: 1 inch = 25.4 mm, 1 Ib./ft. = 14.6 N/m. al Design Specification; (b) find shear value from table for nail size, and lFor framing of other species: (a) Find specific gravity for species of lumber in AF&PA Nation for Structural 1 panels (regardless of actual grade); (c) multiply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42 2Space nails 12 inches o.c. along intermediate framing member (6 inches o.c, when supports are spaced 48 inches o.c.) 3Framing at panel edges must be 3 inches nominal or wider, and nails must be staggered where nails are spaced 2 inches o.c. or 21/2 inches o.c., where 10d nails having penetration into framing of more than I5/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing must be used where full nailing surface width is available and nails are staggered. Page 5 of i WITH - DIMENSION PER iR TO SUPPORTS1 RATED SHEATHING iHICI<NESS (inch) SPAN RATING ALLOWABLE LIVE LOADS (psf) LOAD AT MAXIMUM SPAN Live (psf) Total (psf) ROOF 7/16 Span Rating Roof/Floor Span Panel Thickness (inches) Maximum Span (inches) dgeSpacing With Edge Without Edge-------- Support2 Support 12 12 16 Allowable Live Loads (pat) Spacingof Supports Center -to -Center (inches) 20 124 32 40 48 MALXOEOR UM 54 60 SPAN (inches) 12/0 5/16 12 12 30 24 24 185 100 65 40 50 164 20 o.c. 0 16/0 5/16, 3/8 16 16 70 30 24 o.c. 11/16, 23/32+ 3/4 0 20/0 5/16, 3/8 20 20 120 50 30 48 0 24/0 3/8, 7/16, 1/2 24 203 190 100 60 30 48 0 24/16 7/16, 1/2 24 24 190 1 100 65 40 45 16 32/16 15/32 1/,, 5/8 32 28 325 180 120 70 30 164 40/20 9/16,'9/32' 5/8, 3/4, 7/8 40 32 - 305 205 130 60 30 204,5 48/24 -3/32, 3/4, 7/8 48 36 280 175 95 45 35 24 54/32 7/8, 1 54 40 - 245 130 75 50 35 32 60/48 7/8, 1, 11/8 48 305 165 100 70 50 35 48 STURD-I-FLOOR iHICI<NESS (inch) SPAN RATING ALLOWABLE LIVE LOADS (psf) LOAD AT MAXIMUM SPAN Live (psf) Total (psf) 7/16 Span Rating Roof/Floor Span Panel Thickness (inches) Maximum Span (inches) Spacing of Supports Center -to -Center (inches) FLOOR With Ede Without Edge Support Support 12 16 20 24 32 40 48 54 MAXIMUM 60 SPAN (inches) 16 o.c. 19/32, 5/8, 21/32 24 24 185 100 65 40 50 164 20 o.c. 19/32, 5/8, 3/4 32 32 270 150 100 60 30 23/32, 3/4 48/24 204,5 24 o.c. 11/16, 23/32+ 3/4 48 36 - 240 160 100 50 30 25 24 32 o.c. 7/8, 1 48 40 295 185 100 50 40 1/2 32 48 o.c. 13/32, 11/8 50 48 290 160 100 65 50 40 48 For SI: 1 inch = 25.4 mm, 1 psf = 0.0479 kN/m'-. IThe allowable spans were determined using a dead load of 10 psf. If the dead load exceeds 10 psf, then the live load must be reduced accordingly. '-Tongue-and-groove edges, panel edge clips (one between each support, except two between supports 48 inches on center), lumber blocking, or other. Only lumber block- ing will satisfy blocked diaphragm requirements of Table 1. 324 inches for 1/2 -inch panels. 4Is permitted over framing spaced 24 inches on center where 3/4 -inch wood strip flooring is installed at right angles to joist. 5Is permitted over framing spaced 24 inches on center for floors where 11/2 inches of cellular or lightweight concrete is applied over the panels. TABLE 3 — ALLOWABLE UNIFORM ROOF LOADS (psf) FOR L -P ORIENTED STRAND BOARD RATED SHEATHING ARID STRUCTURAL I RATED SHEATHING WITH LONG DIMENSION PARALLEL TO SUPPORTS PANEL GRADE iHICI<NESS (inch) SPAN RATING MAXIMUM SPAN (inches) LOAD AT MAXIMUM SPAN Live (psf) Total (psf) 7/16 24/0, 24/16 241 20 30 Oriented Strand Board Structural I Rated 15/32 32/16 24 35 45 Sheathing 1/2 32/16 24 40 50 19/32, 5/8 40/20 24 70 80 23/32, 3/4 48/24 24 90 100 7/16 24/0, 24/16 16 40 50 Oriented Strand Board Rated Sheathing 15/32 32/16 241 20 25 1/2 24/0, 32/16 241 25 30 19/32 40/20 24 40 50 5/81 32/16, 40/20 24 1 45 55 23/32, 3/41 40/20, 48/24 24 1 60 65 For SI: 1 inch = 25.4 mm, 1 psf = 0.0479 kN/m2. ISolid blocking must be provided at 24 -inch span. Page 6 of 7 ER -5905 TABLE 4 — ALLOWABLE SHEAR (pounds per foot) FOR L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING', 2,3 PANEL GRADE MINIMUM NOMINAL PANEL THICKNESS (inch) MINIMUM NAIL PENETRATION IN FRAMING (inches) PANELS APPLIED DIRECTLY TO FRAMING PANELS APPLIED OVER 1/2 -INCH OR 5/8 -INCH GYPSUM SHEATHING Nail Size (Common or Galvanized Box) Nall Spacing at Panel Edges (In.) Nail Size (Common or Galvanized Box) Nail Spacing at Panel Edges (in.) 6 4 3 24 6 4 3 24 24 5/16 11/4 6d 200 300 390 510 8d 200 300 390 510 Oriented Strand Board Structural I Rated Sheathing Exposure 1 31 8 1 8d10d 2305 3605 4605 6105 280 430 5504 730 7/16 2555 3955 5055 6705 15/32 280 430 550 1 730 15/32 1518 10d 340 510 6554 870 - - - - Oriented Strand Board Rated Sheathing 5/16 11/4 6d 180 270 350 450 8d 180 270 350 450 3/8 200 300 390 510 200 300 390 510 Exposure 1 3/8 11/2 8d 2205 3205 4105 5305 lOd 260 380 490 640 7/t6 2405 3505 4505 5855 15/32 260 380 490 640 15/32 15/8 l0d 310 460 6004 770 - - - - 19/32 340 510 6654 870 Rated Panel Siding 5/166.7 11/4 6d 180 270 350 450 8d 180 270 350 450 3/86,7 200 300 390 510 200 300 390 510 3/86, 7 11/2 8d 220 320 410 530 10d 260 380 4904 640 240 350 450 585 L7/t66 19/32 15/8 10d 340510 6654 870 - - - - - For SI: 1 inch = 25.4 mm, 1 lb./ft. = 14.6 N/m. I For framing of other species: (a) Find specific gravity for species of lumber in AF&PA National Design Specification; (b) find shear value from table for nail size, and for Structural 1 panels (regardless of actual grade); (c) multiply value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42 2AI1 panel edges backed with 2 -inch nominal or wider framing. Panels must be installed with their long dimension oriented in the vertical direction, except that it is per- mitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for 3/8 -inch and 7/16 -inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails 12 inches o.c. on intermediate supports. 3The values are for short -time loads due to wind or earthquake and must be reduced by 25 percent for normal loading. 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into framing of more than 15/8 inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 -inch nominal framing must be used where full nailing surface is available and nails are staggered. 5Shear values must be increased to values shown for 15/32 -inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c., or (2) panels are applied with long dimension across studs. 6Pane1 thickness at point of nailing at panel edges determines applicable shear values, except 7/16 -inch- and 19/32 -inch -thick panel sidings nailed at shiplap edge use 3/8 inch shear values. 7Shiplap edges must be double nailed: one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value. TABLE 5 -- ALLOWABLE UNIFORM FLOOR LOADS FOR L -P OSB STURD-I-FLOOR PANELS', 2,3 PANEL SPAN RATING MINIMUM PANEL THICKNESS (inches) MAXIMUM SPAN (inches) ALLOWABLE LOADS AT MAXIMUM SPAN (pounds per square foot) Max. Live Load Max. Total Load 16 19/37 16 100 110 20 19/32 19,2 100 110 24 23/32 24 100 110 32 48 7/8 11/8 32 48 100 110 55 65 For SI: 1 inch = 25.4 mm, Ipsf = 0.0479 kN/m2. IPanels are continuous over two or more spans and installed with the long direction perpendicular to supports. 2Uniform load deflection limitation: 1/360 of the span under maximum live load. 3Edges must have tongue -and -groove joints or be supported with blocking. Page 7 of 7 NER-124 PFIP�l�fl PA��EC� �II�Ii�G '16 ®C®i/16 li'dCPi � �%i' ®APA ®�9 a N�R�12� PPP�1U� FIGURE 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page I CF -1R Project Title.......... CALVARY CT. Date..02/25/03 15:23:03 Project Address.....,., CALVARY Ci . MAGALIA, CA *v6.01* Documentation -Author... ROBERT A. MANGRUM Building _P 0- V_ erml- Paradise Mechanical 5655 Almond StreetPlan Check V -Date Paradise, CA 95969 530-877-8882 Field Check/ Date Clianate zone ....... , . . . 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM CF -IR User#-MP1342 User -Paradise mechanical Run-MALLORY4 TITLE 24 1451 GENERAL INFORMATION Conditioned Floor Area.... Building Type .............. Construction Type ..... Building Front Orientation. Number of Dwelling Units ... Number of Stories .......... Floor Construction Type.... Glazing Percentage.. „ ..... Average Glazing U -factor ... Average Glazing SHGC ....... Average Ceiling Height..... 1741 sf Single Family Detached New Cardinal - N,E,S,W I I Raised Floor 11.5 '-o' of floor area 0.5 Btu/hr-sf-F 0.62 8.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-19 R-30 0.031 Floor Wood R-19 R-0 R-19 0.037 Door None R-0 R-0 R-0 0.330 Window Back (S) FENESTRATION 0.500 Area U_ Orientation (sf) Factor SHGC Window Front (N) 20.0 0.500 0.610 Door Front (N) 2000 0.500 0.640 Window Front (N) 25.0 0.500 0.610 Window Left (E) 15.0 0.500 0.610 Window Back (S) 30.0 0.500 0.610 Door Back (S) 20PO 0.500 0.640 Window Back (S) 2000 0.500 0.610 Winj,ow Back (S) 24.0 0.500 0.610 Window Back (S) 6.0 0.500 0.610 Window Right (W) 20.0 O.SOO 0.610 Interior Exterior Shading Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard S t a n d &R" V? Standard n 0- a r d X,"' Standard TW 1S;Qq)d16rd d% yg Over- hang/ Fins Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes CERTIFICATE OF COMPLiANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... CALVARY CT. Dateo,02/25/03 15023003 MICROPAS6 v6e01 File-MALLORY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-M_ALLORY4 TITLE 24 1451 Equipment Type Furnace ACPackage Tank Type Storage MVAC SYSTEMS Refrigerant Tested RCCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type O.800 AFUE n/a Crawlspace R -4a2 No No Setback 10,00 SEER No Crawlspace R -4v2 No No Setback TWATER TREATING SYSTEMS Number Tank External in Energy Size insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0062 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans, ** installed to manufacturer and CEC specifications, and 7r ** verified during plan check and field inspection. This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Easement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION * Items in this section require field testing and/ordFY verification by a certified home energy rater under Jt;{ K the supervision of a_ CEC-approved HERS provider using' CEC approved testing and/or verification methods and * must be reported on the CF -6R installation certificate° This building incorporates non-standard Duct Location° This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title .......... CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-MIALLORY4 TITLE 24 1451 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. when this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name. . . . BRYAN MALLORY Company. MALLORY CONSTR. Address. 13723 W. PARK DR. MIAGALIA, CA 95954 Phone... (503) 873-1355 License. 2_-i -? '� 'Z --- DOCUMENTATION AUTHOR Name .... ROBERT A. MIANGRUIVI Company. Paradise Mechanical Address. 5655 Almond Street Signed. S igeed . (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Paradise, CA 95969 530-877-8882 V - (da -td) MANDATORY MEASURES CHECKLIST.- RESIDENTIAL Page 4 MF -1R Project Title.... ..... CALVARY CT. Dateoo02/25/03 15023003 Project Aduress........ CALVARY CF. *r***** Building Permit # Plan Check / Date Field Check/ Date Documentation Author.. Climate Zone........— Compliance Method...,. MAGALIA, CA ROBERT A. MA1\TGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6001 for *v6.01* ******* 2001 Standards by Enercomp, Inca MICROPAS6 v6a01 File-MALLORY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 Note.- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only, BUILDING ENVELOPE MEASURES *150(x).- Minimum R-19 ceiling insulation. 150(b).- Loose fill insulation manufacturers labeled R --Valued *150(c).- Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er � ment _,7 to exterior mass walls) *150(d).- Minimum R-13 raised floor insulation in framed floors. 150(l).- Slab edge insulation - water absorption rate no greater than O.30, water vapor transmission rate no greater than 200 perm/inch. 118.- Insulation specified or installed meets insulation quality standards. Indicate type and form. 116x-17.- Fenestration Products, Exterior Doors and Infiltration/ Extiltration Controls 1e Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8).- Vapor barriers mandatory in Climate Zones 14 and 16 only, 150(f).- Special infiltration barrier installed to comply with Seca 151 meets Commission quality standards, 150(e).- Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1, Masonry and factory -built fireplaces have: ao Closeable metal or glass doer ba Outside air intake with damper and control ca Flue damper and control 20 No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -!R Project Title .......... CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er mart 110-113: HVAC equipment, water heaters, showerheads and faucets certified. by the Commission. 150(h)- Heating and./or cooling loads calculated in accordance _7� with ASH -RAE, SMACINTA. or RCCA. __7 - 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j)- Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed -piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6: Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectors 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL1.81B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually 11Z, operated dampers. 114. Pool and Spa Heating Systems and Equipment 1. System is certified ified with 7856' thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6, MF -IR Proj-ect Title.......... CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CT711S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Product Title.......... CALVARY CT. Date..02/25/03 15:23:03 Project Address..__ CALVARY CT. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM Building Permit Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... M -OK -A MTrPnVaql UA 01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM C --2R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... ...... Building Front orientation. Number of Dwelling Units.. Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 1741 A Single Family Detached New Cardinal - N,E,S,W I I ReducedYear Raised Floor 1 MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtuisf-yr) Design Design Margin Space Heating.......... 14.71 13.02 1.69 Space Cooling.......... 13.67 14.01 -0.34 Water Heating.......... 14.25 11.99 2.26 North Total 42.63 39.02 3.61 Space Heating........ 14.71 14.21 0.50 Space Cooling.......... 13.67 14.82 -1.15 Water Heating.......... 14.25 11.99 2.26 East Total 42.63 41.02 1.61 Space Heating.......... 14.71 14.84 -0.13 Space Cooling.......... 13.67 11.67 2.00 Water Heating.......... 1405 11.99 2.26 South Total 42.63 38.50 4.13 Space Heating.......... 14.71 13.57 1.14 Space Cooling ...... ... 13.67 14.47 -0.80 I Water Heating.......... 14.25 11.99 2.26 West Total 42.63 40.03 2.60 Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... ...... Building Front orientation. Number of Dwelling Units.. Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 1741 A Single Family Detached New Cardinal - N,E,S,W I I ReducedYear Raised Floor 1 COMPUTER METHOD SUMMARY Page 8 C -2R 'Ni-I'Z __ CALVARY CT. Date.002/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 Conditioned Volume.......- 14864 cf Slab -On -Grade Area........ 0 sf Glazing Percentage ......... 1105 % of floor area Average Glazing U -factor- 0.5 Btu/hr-sf-F Average Glazing SHGC.. .... 0.62 Average Ceiling Height.,... 8.5 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 1741 14864 1.00 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES Area U_ insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE I Wall 175 0.088 13 0 90 Yes W.13.2X4.16 2 Wall 337 0.088 13 90 90 Yes W.13.2X4.16 3 Wall 316 0.088 13 180 90 Yes W.13.2X4.16 4 Wall 268 0.088 13 270 go Yes W.13.2X4.16 5 Wall 176 0.088 13 0 90 No W.13.2X4.16 6 Wall 64 0.088 13 270 90 No W.13.2X4.16 7 Roof 1741 0.031 30 n/a 0 Yes R.30.2X4.24 8 Floor 1741 0.037 19 n/a 0 No FC.19.2X8.16 9 Door 17 0.330 0 270 90 No None FENESTRATION SURFACES Area U_ Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azrn Tilt Type/SHGC Type/SHGC HOUSE I Window Front (N) 20.0 0.500 0.61 0 0 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 2 3 Door Window Front (N) Front (N) 2030 0.500 0.640 25.0 0.500 0.610 0 90 0 90 Standard/0.76 Standard/0.68 4 Window Left (E) 15.0 0.500 0.610 go go Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 5 Window Back (S) Back (S) 30.0 0.500 0.610 20.0 0.500 0.640 180 go 180 90 Standard/0.76 Standard/0.600 6 7 Door Window Back (S) 20.0 0.500 0.610 180 90 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 8 Window Back (S) Back (S) 24.0 0.500 0.610 6.0 0.500 0.610 180 90 180 90 Standard/0.76 Standard/0.68 9 10 Window Window Right (W) 20.0 0.500 0.610 270 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... CALVARY CT. Dateoo02/25/03 15023003 MICROPAS6 v6001 File-MALLORv4 Wth-CTZ?1592 Program. -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 OVERHANGS AND SIDE FiNS Window— Overhang Leff. Fin Right Fin— Surface Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth light HOUSE 1 Window 20.0 400 5.0 300 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 2000 3.0 606 15.0 000 n/a n/a n/a n/a n/a n/a 000 n/a n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 4 Window 2500 500 5,0 1100 n/a 15.0 3.0 500 20.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 3000 6,0 500 200 0.0 n/a n/a n/a n/a n/a n/a 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 7 Window 20.0 300 606 200 2000 500 400 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 24.0 6,0 400 2.0 0.0 n/a n/a n/a n/a n/a n/a 000 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 10 Window 600 2,0 3,0 200 2000 500 400 200 500 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested RCCA System? Minimum Charge and Duct Duct Duct Manual D Duct Eff Type Efficiency Airflow Location R -value Leakage HOUSE Furnace 0.800 AFUE n/a Crawlspace R -4o2 No No No Oa743 O.674 ACPackage 10000 SEER No Crawlspace R -4o2 No WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type Systeme Factor (gal) R -value 1 Storage Gas Standard 1 0,62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS * Items in this section should be documented on the plans, '* dscx installed to manufacturer and CEC specifications, and * Verified during plan check and field inspection. This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. This building incorporates a Housewrap/Aar Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor, COMPUTER METHOD SUMMARY Page 10 C --2R Proj-ect Title .......... CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-M-ALLORY4 TITLE 24 1451 HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC-approved HERS provider using CEC approved testing and/or verification methods and must be revorted on the CF -6R installation certificate. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 11 HVAC Project Title.......... CALVARY CT. Date..02/25/03 15:23:03 Project Address........ URLYRXI UT. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM Building Permit Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program. -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 GENERAL INFORMATION Floor Area ................. Volume........ .......... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1741 sf 14864 A Front Facing 0 deg PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar..... Glazing Conduction ............... Glazing Solar.... .............. — Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load.. .................... Minimum Total Load (N) Heating Cooling (Btuh) (Btuh) 9668 4340 4000 2100 n/a 2736 8455 2551 n/a 2100 2212 691 24335 14518 n/a 2904 24335 17421 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 12 HVAC Project Title...... „.. CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location..... „ a , a a Latitude ................... Winter Outside Design...... Winter inside Design.,...,. Summer Outside Design...... Summer Inside Design....... Summer Ranged ............. interior Shading Used..... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction......, 1741 sf 14864 cf Front Facing 90 deg PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING PUND COOLING LOAD SUMMARY (E) Minimum Total Load 24335 19986 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solaro..... 9668 4340 Glazing Conduction ............... 4000 2100 Glazing Solar.......... „ ........ n/a 4771 Infiltration ..................... 8455 2551 Internal Gain .................... n/a 2100 Ducts .... ............ .......... 2212 793 Sensible Load .................... 24335 16655 Latent Load ...................... n/a 3331 Minimum Total Load 24335 19986 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 13 HVAC Project Title.......... CALVARY CT. Date..02/25/03 15:23:03 MICROPA56 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-IMALLORY4 TITLE 24 1451 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1741 sf 14864 cf Front Facing 180 deg PARADISE 4000 39.8 degrees 30 F 2690 70 F 8455 99 F Internal Gain .................... 78 F 2100 34 F 2212 Yes Sensible Load .................... Yes 14470 Yes n/a 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 9668 4340 Glazing Conduction ......... ..... 4000 2100 Glazing Solai ..................... n/a 2690 Infiltration ..................... 8455 2551 Internal Gain .................... n/a 2100 Ducts ............................ 2212 689 Sensible Load .................... 24335 14470 Latent Load ...................... n/a 2894 Minimum Total Load 24335 17364 ME Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 14 HVAC Proj-ect Title..... .... CALVARY CT. Date..02/25/03 15:23:03 MICROPAS6 v6.01 File-MALLORY4 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-MALLORY4 TITLE 24 1451 GENERAL INFORMATION Floor Area ................. Vol -Lime ..................... Front Orientation..,....... Sizing Location..,......... Lati - tude ................... Winter outside Design...... Winter Inside Design....... Summer Outside Design..... Summer Inside Design ....... Summer Ranges ............. Interior Shading Used..... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1741 sf 14864 cf Front Facing 270 deg (W) PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar ...... Glazing Conduction ............... Glazing Solar .................... Infiltration............ „ ....... Internal Gain...... „ ............ Ducts ..... ................ Sensible Load .................... Latent Load...... o . „ ........ . Minimum Total Load Heating (Btuh) Cooling (Btuh) 9668 4340 4000 2100 n/a 4974 8455 2551 n/a. 2100 2212 803 24335 16369 n/a 3374 24335 20242 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment° other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment a �j 61 h , zz\ -a AAIj- Aa «�bJ,d,..,.� PLANNING DIVI IOW BUILDING PLAN APPROVAL ,lu.o a+�mws+y.vd�.w--�..-w+.�..,a !✓E�i�'a.�.�w,1,�� �,W�._ SCALIZ,Im, � 10, 017 SIMPSON 88L BEAM TO POST RAILING SIMPSON 128T BEAM TO POST 34' 'JAW 4A r, ij �'`f, NOM See the attached f Lies t i -e.1 _jC Qtjs I, r u et o n R, a t I �l re m e nts ',.BRACED'WALT ICHEDULE 4,,I_ELEV'QYMBOL'ON.':,PLANS GENERAL STRUCTURAL NOTES L THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION (ANY EXCAVATION FOR FOUNDATIONS)AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2, ALL, PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE, AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT, THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION, 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX, HEIGHT AND 36" MIN, WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9, ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. NER-472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBO REPORT NO. NER-I 19) OR APPROVED EQUAL, 12. ALL WOOD IN DIRECT CONTACT' WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE (CLOSE GRAIN) REDWOOD. 13, PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23-11-H OF CBC - DIAGRAM CASE 1), U.N.O. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-13- 1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15, METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 19. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 20. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. i A. 7/16" x 4'x 8' L P ORIENTED STRAND BOARD (SmartPanol Siding) W/ 8d @ 6" /12" (fCB0 RE -PORT NO. ER - 5905). MINIMUM PANEL WIDTH OF 4'- 0" OR AS NOTED ON PLANS. SEE NOTES BELOW. B. ALTERNATE BWP - 3/8" PLYWOOD CDX OR OSB WITH 8+d @ 6`712". HD2A OR PHD2 HOLDOWN ON 2-2x EDGE (KING) STUDS W/ SSTB 16 A. E30LT TO FOOT114G. EXTEND SSTB AS REQUIRED BY USING 518" DIA, THREADED ROD AND COUPLER NUT. MINIMUM PANEL WIDTH OF 2'- 8" OR AS NOTED ON PLANS. SEE NOTES BELOW. C. 1/2" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @j) 7" o.c. MINIMUM PANEL WIDTH OF 8'-0" ON ONE, SIE))E, OR 4"-0'" ON TWO SIDES, OR AS NOTED ON PLANS. SEE NOTES BELOW. v NOTE: 1. CONTINUE WALL SHEATHING OR SIDING Dl/l/ OWN TO SILL OR FOUNDATION A PLATE, 2. ALTERNATE BWP SHALL BE SUPPORTED DIRECTLY ON FOUNDATION OR ON CRIPPLE STUD WALL OF 14" MAXIMUM R4 HEIGHT. 3. SILL PLATE TO JOISTS, RIM JOISTS OR BLOCKINGS WITH 3 - 16 d @ 16" o.c. 4. FOUNDATION PLATE TO FOOTING WITH 1/2" DIA. A. BOLTS @ 6'- 0" o.c. OR 2 -A. BOLTS MINIMUM, 3 94 ITT M., STRUCT.URAL�,.<NQTES:-- 1. USE 1/2" OSB ROOF SHEATHING WITH 8d @ 6" EDGES AND 12"o,c. FIELD, 2. 2x EAVE BLOCKINGS WITH 3 - 16d TOE NAILS TO TOP PLATES, MINIMUM. 3. DELTA S IN g 1�11PITDICATE SHEAR WALL PANEL WITH 7/16" OSB (MI I SHEAfHING AND 8d @ 6712" NAILING. 2 -1/2" DIA. A. BOLTS AT EACH PANEL. dl HI 2A HOLDOWN 014 2x OR PFID2 ON 2 -2x EDGE (KING) STUDS WITH SSTB THE ENGINEERS SEAL AND SIGNATURE ON THE -ac - 16 A. BOLT TO FOOTING. EXTEND SSTB AS REQUIRED BY USING 518" DIA. DOC UMEN,rs PERTAIN TO -rHE ITL -MS AS OUTLINED THREADED ROD A__ND COUPLER NUT. WIDTH OF PANELS AS NOTED ON PLANS.IN THE STRUCTURAL CALCULA TIONS ONLYl CONSTRUCTION DETAILS AND ASSC-MaLIES NOT SPECIFICALLY DETAILED ON THE APPROVED PORCH BEAM TO TOP PLATES AND BEAM TO BEAM WITH LSTA12 STRAPS, DRAWINGS ARE THE SOLE PESPONSIBILITY OF THE BUILDER. STRUCTURAL CHANGES REQUIRE REVIMA AND APPROVAL BY THE ENGINEER R CE 32434 1 cl � Reg. Expires cv I I I- -- -I I I - - - - 7 - - - - - - - - - - - - - - - - -1- - - -1- - - - - - - - - - - , - - - 4 - - - - - - - - - - 1- - - - � - - _ J —— -—-———-————————————-——-------—---------r——------ ---—-;—— _ J 4X6 BEAM 16" x 'I6" x 6" Piers, typ, 6' ®.C. under beam, typ. 52' go 16" x 16" x 6" Piers, typ. s 6O.C, under beam, typ. ---,--,---,------------'----'--------------'----------- - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ __I_ _ _ -I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1-------------- -------------- _I_ _ _ _I------------- ------------------- _ _ -------------- _ _ _ _------------------------ IIiI I I I i -I - - - -1 - - - -, � - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U7—tl)------- ----- - ------------ - ------------- ------------- - ---------- --- ------------ --- --- --._.............._.__.......— =--------------- -I-- -1-- -----I-----I---- -------------------I----I-- -------------I----I-------- -I-- -I----I----I-- -I-- -I--- -I---I- - - -- -I---I--------------I----I ---- -I-- -I--- r��yy I w— __ ._7 _.._._..._. (0 24" X 24" X 12" PIER 2x6 joist a@ 2' 0,C„ typ. r r -------------- ------------- ------'- - — — — — — — 1= --------------1----------------------------- ; -----------------------------------I----1------------------I-------------------------I-------------- I - - --I - - - - - - - -- I ----I-.._---- L______________ I____1________1______________________I______________1____I________ _1 I___ J I___ J I_ _ J I— — J I 1/2" REBAR TOP — — — I 6° 6' ARI® BOTTOM, TYP. — — J SSTB '16 SSTB 16 DIOL® MOLD BOLTS BOLTS 24" X9A x 12" PIER 00Ir I T I I U , I I I I SIMPSON PBS44A WET POST ANCHOR, TYP. - - - - - - - - - - - - - - - - - _ _ _ ----------- L - - - - I - - 6° { 77M, 111111- SSTB '16 SSTB 16 MOLD HOLD ®OWN A. DOWN A. BOLTS BOLTS I ----------11 �_.FN 77M, 111111- SSi°� 16 -HOLD_ ......_. LIVING AREA DOWN A. BOLTS 3 1/2" concrete with 2 inch slope to front. 1 r%qu x 1099 T IZ ANCHOR BOL T S FOUNDAmffill"mION DETAILS J SSTB 16 HOL ®OWN A. BOLTS -1 /2" rebar top and bottom all toorings, b WA `lY zgi KSS } M }� �J x 2x4 @ 16" O.C. for pony walls as needed. 1/2" x 10" -\nchor 1 3olts @ 6' x4 PTMS rim joist SSTB '16 SSTB 16 MOLD HOLD ®OWN A. DOWN A. BOLTS BOLTS SSi°� 16 -HOLD_ ......_. LIVING AREA DOWN A. BOLTS 3 1/2" concrete with 2 inch slope to front. 1 r%qu x 1099 T IZ ANCHOR BOL T S FOUNDAmffill"mION DETAILS J SSTB 16 HOL ®OWN A. BOLTS -1 /2" rebar top and bottom all toorings, b WA `lY zgi KSS } M }� �J x 2x4 @ 16" O.C. for pony walls as needed. 1/2" x 10" -\nchor 1 3olts @ 6' x4 PTMS rim joist BEARING CEI'L'IING JOIST PL'ANSCALE.-11499via -19-09V BEARING ,WALL RIDGE ROOF BREPIK LINE ---I Ft PLAN SCALE: 1/499=19-099 DEPPAFTITM! 14T APPROVED d ell 2-4 e16 6 3 1 /4" 1 'on 0 ELEVATIONS SCALE=. i m APPROVED RIDGE SUPPORT 2' O.0 2X8 PURLINS SUPPORTED BY 2X4 8' O.C. AN IFA 9 LUS28-2 JOIST HA'INGER TO BEP`04 4 X 12 BENIA 2X4 EXTERIOR WALLS @ 16" O.C. 4X4, POST R-13 INSULATION WALLS 1/2" OSB SHEETING, TYP. 112" IVIASONITE SIDING, TYP. TYVEK HOUSE WRAP 3 1/2" CONCRETE 11'v 2X6 JOIST 6" CONCRETE STEM WALL 12" FOOTING 31 L�7 Ir li LAT CEILIING 2X8 RIDGE 2X6 RAFTERS 25 YEAR ASPHAULT SHINGLES OVER 15 LB. / FELT. 1/2" OSB SHEETING 2X8 CEILING JOISTS @ 4X12 HEADER, TYP, 70.C. VINYLE FRANIED,.-DOUBLE PAIN kPAND-OWS, TYP,,_ 1/2" TI -11 OSB SIDING, TY P. zR-19 INSULATION FLOOR I --- 4X8 BEAM 2X4 PONY WAL FRAMING @ 16`- 4X4 6`4X4 POST O.C. roll 2X4 'TMS It CONCRETE STEM WALL _DX6 JOIST I i 4X6 BEAM 1/2" T 1 -11 4X4 POST SIDING, TYP. 0 '^ALE: 14" /' -- l'-Owv u 0, l9ell, r, 9 ifrmrdfAs r� 2X8 PURLINS SUPPORTED BY 2X4 8' O.C. �l 2- 6 ' 2X6 RAFTERS 12 @ Z O,C 3 2)(6 RAFTERS @ 1'0,C, VAULTED AREA 2X6 JOIST it 4-101a e ZO,C, 2X4 EXTERIOR WALLS Wl�)X 16 4 X 12 BEAM @ 16" C.C. �-4X4 POST R-13 INSULATION' ALLS 1/2" OSI3 SHEETING, TYP. 1/2" MASONITE SIDING, TYP, TYVEK HOUSE WRAP 3 1/2" CONCRETE L�- 3/4" COMPLY FLOORING x 2X6 JOIST 6" CONCRETE STEM WALL 12" FOOTING I r�� 2X8 RIDGE 2X6 RAFTERS 25 YEAR ASPHAULT SHINGLES OVER 15 LB. FELT. 1/2" OSB SHEETING 3 -1 /2 1 VERSALANI BEA�,44� /---R-30 CEILING, 8 C ILII G JOISTS @ \LUS 28JOTS T HANGER, TYP. 4X'I 2 HEADER, TYP. 4X4 POST VINYLS FRAMED DOUBLE PAIN WINDOWS, TYP--� 1/2" T1 -11 OSB SIDING, TYP. R-19 INSULATION FLOOR 4X8 BEAM 2x4 PONY WAL FRAMING @ 16" 4X4 POST O.C. 2X4 PTMS CONCRETE STEM WALL me z '2LkL.- f i dr �47'1 CAT'V'i",EDRAL CEIL.ING ALLOVVABLE DESIGN PROPERTIES - -33 1/2" 2.OE WW -LVL Depth Maximum Vertical Shear Obs) Maximurn Bending Moment (ft -lbs) EI (x -10" fbs-iff') Weight (PIT) 100% 115% 125% 100% 115% 125% 51/2 3658 4206 4572 5 5328 6128 6660 97 5M 7 1/4" 4821 55 44 6027 876"1 10075 io> 5lj 222 6.59 9 1 ioP 14 6318 7265 -f `897 14251 16388 1781-0 %, 51 0 0 8,64 11 7/F 7897 9081, 9-871 21295 24489 26619 977 10,79 14'° 9310 10707 11638 28639 32935 35799 1601 12.73 16x¢10640 12236 13300 36421 41884 45526 2389 14.54 18H 11970 13766 14963 45022 31775 56277 3402 I&M 9.0E Wt -[_@/L Allowable Dost €i Stresses ") 2X6 JOIaT 4X6 BEAM 1/2" T 1-»11 4X4 POST SIDING, TYP. 'w m V Lowmm '%%Mot VALEMS IN v 1 V400M V41mov �ESSIOZN A, Lo o. 32 41, 891UTTE OU ITY 31 U L1,3 I fr,43iYS' I, E 77- 5% MENT kl__L_�_______