Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
028-170-171
FRANK BLECHA 028-17-0-171 p 194 Obert Drive, Palermo w I l Permit U -93A A ricultural Bldg Exemp ' for st g/farm equip 028-17-0-171 98-1109 P,E MH BLECHA, Frank & Teresita 194 Obert Drive, or (util, MH) ELEC 0 0 — GAS i o "- 3 av n COMPACTION TEST REQ b SUPPORT STR REO 028-170-17199 1180 MHI`-/^ BLECHA, Prank & Te s 'e 194 Obert Drive, B gor n kMHI/99-1109) 028-170-171 01-1213 BLECHA, FRANK 194 OBERT DR., BANGORft �D CONTR: OWNER q-6-05 NSF 028-170-171 02-1651 BLECHA, FRANK 194 OBERT DR., BANGOR RENEWAL BP#01-1213 028-170-171 03-1770 BLECHA, FRANK 194 OBERT DR, BANGOR 2ND RENEWAL BP#01-1213 H -t2-0 S NOTES �_':; '-' RESIDENTIAL �- 41 028-170=171. r - 13 t b' BLECHA, FRANK . ; e _' 194 OBERT DR., BANGOR ` >i CONTR: OWNER,, { NSF a 93 146� 70 t` r• 1+. , Lr. SPECIAL CONDITIONS CHECKED BY i; SRA FLOOD CERTIFICATE REQ. <_ ;,;, .,•�, *.� , ,:,,,�; .> ,<<�; �'� ��F SPRINKLERS REQ. IAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS - SUB-STANDARD HOUSING LETTER di5connecke .�{/' oyn aLl "+;1 i +i RG V fOM j1o�t.Se. Mk 41, be. U-bedl ''oran1 p��posL Y4 q t r^ U� OFFICE COPY r Q 1 ,ti Address ` GAS �/ Meter By—"— 7 Date (oo.6_ y ELECTRIC n .!} ' Meter By - � � ` /Date y -6 -05 JOB FINALED (Date) Signature u ./ = OK 0 = Not OK - Not abPe = Read Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except Ws. jo. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch - Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4: Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shlhg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances; 2. 5. Drain; MH Test -Fall -Flex Connector- 3. ` 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to -Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal • 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing .5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shlhg-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 FINAL (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 -GF] 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit r 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche " Date Card B-1 Date Card B-1 Date Card B-1 Date , Card B-1 t J = OK 0 = Not OK = Not Applicable = Not Ready Date U derfloor (Plans) OK excep 1. on' g -Setbacks -Easements -Flood -Slope Ftg., Min; Soils-Elec. Grnd.-/ /" Ftg. Depth er g., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth e—STe—.—walls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 14 D 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access L—Pipe,. Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27 quip. Ground made up w/Mech Fasteners -Bond -Gas & Water :blppliance Circuit in Kitchen & Conductor Size GFI 9 ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al aa-'R—ange Circle / / ga Cu or AI -Oven Circ. /16 /ga(fprAl Insulated Neutral es ❑ No _x3.l—Service-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. of a Closet Light -Shower Light -Spa Light moke Detector RESIDENTIAL (Single & Duplex) t ft's I Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH ICAL (Permit) OK except #'s S e Detector 35. A.0 Du nsulation & Support --"F' urnace V clearance -Comb, Air -Connector - In rage; Above Floor-.Ducts-Mech. Protection 6 ent Fan, Exhaust above insulation 6 BaWfixtures & b Condensate Drain & Overflow, Size & Grade E Trim & S el, Breaker SipK& La 6 eaFurnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 7 em Attic Access & Platform if Furnace in Attic 7t,,ff e. Outlets at Wood P el, Int. & Ext. 7Z,Krr._ i & Appliance; Groun ap-Cooking Clearance utlets & Rec e t Kit. ounter 7 Gar Fire Do ; Swi •Lan -Clo Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s lls Proper Materials & Anchors tW'Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 4 Fir tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued -Post Caps-Anchors-Coi 49) C141g, Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. it ace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 40 Gara Fire Protection Framing ro erty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits �t31rs; Width -Headroom -Rise -Run -Landing -Fire Protection 45&-161—ywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer s'. Slueee P look4;6�ed-Fd.Vents-Underflr.Access Glazing Area -Glass Protection -Skylights -Plastic wear IIs; Nailing -Bolts Br Interior/Exterior Wall Panels Y, sulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date , Card B -i 4= Date Card B-1 Date Card Date Card B-1 Date FINAL (Plans) OK except #'s Ex eps•Door & Sidelight Protection- L Ings S e Detector L6, --"F' urnace V clearance -Comb, Air -Connector - In rage; Above Floor-.Ducts-Mech. Protection 6 ed m Exitin 6 BaWfixtures & b 6 E Trim & S el, Breaker SipK& La 6 Stair & RoIrs 7 trepl r Stov learanc - e 7t,,ff e. Outlets at Wood P el, Int. & Ext. 7Z,Krr._ i & Appliance; Groun ap-Cooking Clearance utlets & Rec e t Kit. ounter 7 Gar Fire Do ; Swi •Lan -Clo 7 C.,Duct uct in Garage -Damper 7 r. Htr.; Ve %R,61earance-Comb. Air Connector-P.4-11-- onnector-P. in G e; Above Floor-Mech. Protection in 7 -lb., Elec. & Mech. Equip. Listed for L ion 78 Receotacles in Garaoe (1154Romex Protection 79!rnsul 'on -Foam -Looked lo.Altic 8 yard Rails & onstructi9,p_Post Caps 8 Fdn. VB s & Crawl HqLwd5cr Drainage & Wood -Earth Clearance Looked under F or s 82. Following Inslld./Drive — es J No/Walks J Yes — o/Planters J Yes d'o 8 A.C. Unit Disconnect, Electr cal -Plumbing 8k._A' nts Above Roof, P14g,ICppliance-FirepYdce-Clearance to Openings 85,�Wat ell, Disconnect, Electrical, Plumbing 8 . Ex icir Elec. Trim, G.F.I. Receptacle -Underground 8 Vegtilation Throuqhout House 90!Corrections from Previous Inspections 91 Gas Test -Meters Tagged, Gas -Electric a " Sewer Connected -C/O to Grade -HD Approval 9t15_ gy Compliance Certificate -Other Certificates Address Posted Date � �� � QS 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: LOERIKE INSULATION CO.[ INC. INSULATION CERTIFICATE rx - • ;.pm 1. ROOF Materlai Thidmess (Indies) Brand Name Thal Reser (R -Value)—, - 2. R Value) 2. CEILING Batt or Blanket T"_J3WM�� Brand Name Jahns Manville Thidows (Indata) 13 Thema l Resistance (R -Value) x.3& K T Longe FIN Type fterglass Brand Name Johns Mai ville Co wacw& mU. bwww M &Wm sq. aAAb*nurn Thickness inches. MINrfitaltnrs kmkW ea weight Per square Boottn addm Theralml Resistance (R Velue) 3 EXTERIOR WALL Msbrlal fball ss Bests litchi se (&tabes) •� • S a. RAISED FLOOR Malarial Elena m Bath Thidw"s Qndres) 5. SLAB FLOOR / PERIMETER Material Tfddmm Perimeter Insulatlan Depth 6 FOUNDATION WALL ThIcJmm (indtes) DECLARATION Brand Name .ins Mandb Tttenrtal Rersfsialnae (i�-Value)21q ''� �.1q � Brand Name _ Johns Manville Thermal Renee (R -Value) Brand Name ThWTW ReelsWM (R.Vabn) Brand Name TlW mal Resistance (R -Value) fob Maine: BLECHA RESIDENCE M X_LCA REA. T SIZE REQ'D 1 4- 2- 4 623 5.50" 1..50" 2 20- 6-12 717 3.50" 1.50" TC FCRiT, A>L R1II) CSI 1-2 -862 .00 .19 .19 2-3 -843 .00 .36 .37 3-4 -1847 .01 .37 .38 0-0 -715 .03 .85 .87 BC FCRCE AXL az CSI 5-6 687 .00 .13 .1.3 6-7 2179 .22 .12 .33 7-8 2214 .22 .20 .42 WEB FCRCE CSI Gm ECPCE CSI 1-5 -574 .07 3-6 -1192 .36 1-6 720 .23 3-7 123 .04 2-6 1020 .32 vAx 1S&IFY_rICN (spmi) - L/477 IN NEM 7-8 (LIVE) IF -.41" D= -.54" T`= -.95" Joint Lccaticxls =�_ 1 0- 0- 0 5 0- 0- 0 2 4- 4- 8 6 4- 4- 8 3 8- 5- 0 7 8- 5- 0 4 13- 6- 7 8 13- 6- 7 TC 2�a DFL #2 2x4 DFL #1 & Btr. 1-2 Er- 2x4 EEL #1 & Btr. 4FB 2-A DFL STAN.'ATD 4371 2x6 DFL #2 SCAB 2x26 EFL #2 SCAB (cress-hatd-Ed area) to he sant size and glade as cdrnd to idvdr it is attad-Aed. (1)=1 swab, (2)=2 scabs. Lbe 10d nails at 3" O.C. pli.is clusters if sho,.r1 by I l - F�dl scab is h.tivspl.ioed unless rioted etl-jawise. If 2 scsdas are rsT. attach 1 scab pa: farx. Naas may be norma. or bcL, (NW3-97 Sect.12) REPAIR: TRUSS NEEDS TO BE STUBBED 5" ON THE LEFT END. ALL PLATES, UNLESS OTHERWISE NOTED, MUST BE INTACT AND PRESSED IN THE WOOD PER TPI. ADEQUATELY SUPPORT THE TRUSS UNTIL THE REPAIR IS COMPLETE. LET IN A 2X4 #2 VERTICAL AND A 2X4X18" SLIDER AS SHOWN. APPLY 7/16", APA ( MIN. SPAN RATING 24/16), EXPOSURE 1, PLYWOOD (OR OSB) TO EACH FACE WITH 8d NAILS AS SPECIFIED PER GUSSET. THE NAILS MUST BE EVENLY DISTRIBUTED THROUGHOUT. CENTER THE GUSSET(S) IF THE SPECIFIC PLACEMENT IS NOT SHOWN ON THE TRUSS JOINT(S). THE NUMBER ASSOCIATED WITH A LINE POINTING TO THE GUSSET IS THE AMOUNT OF NAILS REQUIRED IN THE MEMBER PER GUSSET. Truss ID: B3 platircj spec : A1`ISIPI'PI - 1995 THIS IESIGN IS n E CLNIY33YIE RESULT OF h'LLrlPLE I -MD CASES. HLPRI M RajjjRgE RIIS who,n ate based QALY on t1 -le truss material at eadr hearer - PL= VAI-LF.r PER ICp0 RESFTI RE= #1607. Loaded far 10 PSF n9rmrxmeilt BOLL. + + + + + + + + + + + + + + + + + + + + + -t L7�estraina3 ha-ia. LL cL-flectiai = .34 in. + + + + + + + + + + + + + + + + + + + + + + Siem 1-)e r cqis (if n553Ed) for req- sttpport. PLATTI�r. Bb;Sm IN CAFEW LL1,EER VALUES. End Verticals dcai.gled for axial loads arly. End verticals that are eDcteniad above or belay, the truss profile (if any) nnay�rrxlilire additional design orsideratiaz (by for lateral fora> due to Hurl or seismic loads on the blildirrj. 4.4.8 4-0-8 5-1-6 TC Live 4-4-8 8-5-0 13-6-7 14.0 4-4-8 9-1-15 3-2-9 psf t 2 3 t 4 TOTAL 1� U 10.01 -------IC1AD CASE #1 DESIGN LOAM ---------------- WIL 115-6 2�e17t i8 J�SLI/7ER TC Veit 74.0 17- 5-15 74.0 20- 6-12 DC Veit 14.0 3-11- 8 14.0 17- 5-15 I 2Xy g >�2 `l���b��� �' 5-9-12 UE -a 4-4 4 4-4 T l 2-2-() G t 9 SI 1P 1.6.6 2 -oar-14 6-9-3 7 $ 10-7-7 -7 4 2-5-(1� 1$„ 1 5.2L -6.00 3-1 4.4.8 t 3 16-9-0 5 6 7 8 311_113 4-4-5 4-0.8 5-15-1-fi 4-4-8 $-S-( 13-- Truswal Systems Plates are 20 ga. unless s�rohn> by "186"''JJ(18 ga.) or 11I4"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as _shown above. 2 Drwg: 07-0 0C/"00/ UPLfFT FGnIMGN(S) ' #LC = 1. -104# TC Live ,a=scout FurnQ7(S) psf lit 14.0 2 -619# ( s # This truss is d -signed using tI- BC Live IBC-97 axle. Bldg &-closed = Yes, EYd 2rreNo psf Iihmcarr_/Oo an Lu -,e =Ino , = 50.00ft, 7.0 Bldg Lffro = 80.00ft, Bldg 14iath = TOTAL Iainrccj height = 23.67ft, NPH = 80 Caassificatirn = 4, D.ad Load = 21.0 psf PsfPsf -------IC1AD CASE #1 DESIGN LOAM ---------------- WIL Dir L.Plf L.Loc R.Plf R.Lcc TC Vent 60.0 3-11- 8 60.0 17- 5-15 .53 TC Veit 74.0 17- 5-15 74.0 20- 6-12 DC Veit 14.0 3-11- 8 14.0 17- 5-15 .43 .00 147ARNING Read all notes on this sheet and give a copw of it to the Erecting Contractor. This design is for an bndividnal building component not Huss system. it ILis been based on specifications provided by the component mannfacmrer and done in accordance with the current versions of TPI and ARIA design standards. No responsibility is assumed for dimensional accuraq•. Dimensions are to be veriftzd by the component manufacturer and/or build'uhg designer prior to fabrication. The building designer mast ascertain drat the loads utilized on this BL U SAR MFG a design meet "r exceed the loading imposed by the local build -ung code and the paticular application. The design assumes that the top chord is Laterally P braced by the roof or floor sheathing and the bottom chard is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. LLCBracing shown is for Literal suppmi of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood no exceed 1990 and/or cause coin plate contusion. Fabricate, handle, install and brace this truss in TPUSWAL SYs-rEAIS accordance with the following standards: 'JOINT DETAILS', by Tntshenl, 'ANSI/TPI 1', 'NkrrCA V - Wood ,ri-oss Council of America Standard Design 4445 Noribpark Dr., Colo Spriugs, CO 30907 Responsibilities, 'HANDLING INSTALLING AND BRACINO METAL PLATE CONNEC'ITI) WOOD TRUSSES' - (HIB -91) and 11IB-91 SUNIMARY SHEET' by'1'PI. The Tross Plate Institute (TPI) is located at 583 D'Oonfrio Drive, Madison, Wisconsin 53719. The American Foran and Tp5.0 Version T6.2.3 Paper Assoccuion (AFPA) is located at 1 111 19111 Sirdti, M1', Ste 800, Washington, DC 20036. TBF: 58.7 WT:101 # die: Dsgnr: SB #LC = 10 TC Live 16.0 psf TC Dead 14.0 psf BC Live .0 psf BC Dead 7.0 psf TOTAL 37.0 PsfPsf `/ / y/ v C__ Scale: 5/32" = 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 P=1.25 Rep b1br Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97' Defl Ratio: L/240 TC: L/240 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (53 ) 538-7541 APPLICATION AND PERMIT 0`3 PERMIT NO. - -P-7-70 ASSESSOR PARCEL NUMBER 02 -170-171 ZONING BUILDING PERMIT OWNER Frank and Teresa Blecha 679 -074 -,SO TELEPHONE FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 194 Obert Dr Bangor CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 -75 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 340. Plan Checking Fee $ BUILDING ADDRESS 194 Obert Drive Energy Plan Checking Fee $ $ PERMIT FEE S 360.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Yenowal Quid) for Q1-1211 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G 1 W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service so.vA OR LESS 200OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: "! I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors r 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 fo with comply wit those provisions. ,� / X _ Date 4� )? Signature of c t - ❑ Owner ❑ Contractor ❑ Agent An OSHA perm is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. S° OR ADONS. ( a ACC. BLDS. 3.50 FT; NEW CONST MULTI.OUTLIU NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAS (':50 Ex. Occup. ountrs Ae�sID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 360.75 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON De provisions to do work paid. t �% O q Receipt No. % I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 05--L— COUNTY 5-L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO APPLICATION AND PERMIT 43 _ /-7-7 4�3 .l Z/7vJ Z 19 - r %� _ „7 ;EMORPARC8 MAGM 02-19- X/fI o BUILDING PERMIT TINE 971 6,37q? SQ. FT. OCC. BUILDING VALUATION "ZrRAcrolm NUAE LJ� Ta"HDNE waCTORS YA6JNa ADDRESS i16TR{JC=N LENDER Fire lace s AAUc ADDRESS ' rrosrA+ Total valuation S �er+rrE;cT OR Fl+:LNEE7i IJCEJtSE ND. Ficin Fee S 2D.00 _ Permit Fee S d� =-ffE= CR VCWE8M MQUUM ADDRESS Plan Chocking Fee S �,a„DDREM D � ,/� +EQJ Energy Plan Checking Fee S S b/J/-j < O/L PERMIT FEE S 60- 7' 3T NO. SUBDTVISLONS N44E P""E "hP PLUMBING PERMIT Feng Fee 20.DO Each Trap 7: o o --- USEOFSTRUCTURE ;F ❑ Duplex ❑ Mobilehome ❑, Other LPSWf Solar or heat pump water heater 23.00 Water piping 15.Do Each gas water heater or vent 15.D0 TYPE OF WORK `taw ❑ . Addl6on ❑ Remodel ❑ UoG6es ❑ Instdation (3 Other ❑ �eseribe Work: �� C)n 1 G 11,)14 L_ 0/-- 11/3 Gas p1pIng systerri i - 5 outlets 15.00 Buumg sewer 15.D0 Mobile Home S G W @20.00 PERMIT FEE s r n@��� 0 2 _ 165'I 'i IS ` ELECTRICAL PERMIT Firing Fee 20.00 Main Service ow oR �, 23.OD (, • 360 ;e: e �ilil:tol.) ' Sik X T 4 a i Z®MIZ. on Maur Service zm& To +omA 46.00 NEW caml. OMELLM OCQdP. 3.5C OR ADON& a A=. eLDS. Fd= VAR951.►+u�twun ET @7.50 NORAMIA POwEA APPAR4TYa s sD+oL.E ouTL� tart rr OtIn ET OR FDCnVdM L 9 r.m Ex. Occup. Bat_ ® so . Ex. Occup. o wPPusm 5.D0 Temporary Service 23.D0 Mobile Home FacHities 20.00 Misc. Whin 23.D0 PERMIT FEE S MECHANICAL PERMIT Fang Fee 20.DD Heating Cooring Hood,I s.50 l Ventilation PERMIT FEt: S Mobile Home InstaOslion Fee S Energy Inspection Fee S `DE TOTAL FEE $ �O`� E n►P FLOOD cDF PARCEL PD i Nta6C-T"+� a Cc" �khy_ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date -------- PERMIT EXPIRES ON I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. il. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES A NO ❑ _ 2. I HAVE 0 HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME:_:i4hxly- '7- R LF ' ADDRESS: f � `f ®.AC�-T NE Li r CITY: 45 � 6 o /L L-7,6;29-�PHONE7 CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK MUNED: fROPERTYOWNER: 2Q, SOCIAL SECURITY NUMBER DATE: 0 6,-12 -- D NOTE. This Owner Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code, This verification must be completed and returned to our office before we are permitted to issue the permit, OVER OWNER BUII.DER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits -for which they apply. I If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate�&nily, and the work (including materials and other costs) is' -$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are . subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed„contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder” building permit; erroneously implying that the property owner -is providing his or her own laborandmaterial personally. -Building — permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, Mic 1 C. Vi ira, C.B.O. M er, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541���� PER (Rev. 12/96) ►' APPLICATION AND PERMITt2 ASSESSORPARCELNUMBER 028-170-171 ZONING HE BUILDING PERMIT OWNER RT E 04A - TELEPHONE 679-0747 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 194 ', CONTRACTORS NAME OWNEIR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHMECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 340.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 194 OBER Energy Plan Checking Fee $ $ PERMIT FEE $ 360.75 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: -� qAL BP#01-1213 Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 RLES O*OVMain Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 wit ose provisions. D / —� X Date (o !/ Signaiue of A Xc Owner ❑ Contractor ❑ Agent An OSHA permi(is requireld for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST.DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLOC.. 3.5¢1PT. NEW REESID T.MULTI-OUTLET 97,50 OWERAPPARATUS b SINGLE OUTLET C1 R. 20 Ex. Occup. OUTLET OR FIXTURES BAL @'; o Ex. Occup. ounEt°rs AEs�in.°FRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 360.75 HAZ. D FEES IMP FLOOD CDF PARCEL PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / ZS- 71 By / Date 6, 7 V PERMIT EXPIRES ON 6 L(5', o J Date Receipt No. 7S WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT ' y � F _ � � - l <'U,nw• /AA'' G �r�-? r ��w CSS 11 �-�"u- �, Lei-1_.�_�s�2� ;��' �- �� s 4 ,. � .. •. ; ' - � ' .. � . � J - �. ' , � � t _' r , .- k � � � 1. � - .. ' �' .. r • �� � '� r• . � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC I.ev. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERL 7� I�1 f MINING A*— OWNER ,-y I ' I —I ✓` ✓I OM1/-- 'r^` ' OWNERS LMAULrA7 AOQi1ESS ELECTRICAL CONTRACTO``R''S�((,, N/`/��J� Fling Feel 20.00 Main Service OOOV OR Less x. OR LE CONTRACTORS MMUINO ADDRESS Main Service 200A TO 1000A 46.00 CONSTRUCTION LENDER D A � AlCCUP. 1 3.5¢50. LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. .ARCHITECT OR ENGINEERS MAYUNG ADDRESS 1 OURAINGAOORESS ' O L4 / IAT NO. I SUBDNeiIONS NAME USEOFSTRUCTURE SF K/ Duplex ❑ Mobilehome ❑ Other !! sPECIiv MAP TYPE OF WORk New Addition ❑ Remodel 13UdGbes ❑ Installation ❑ Other0 Describe Work: _ =,—,' 4eLQG.1 'Irw+,�'�b►� d41 3611 SRA otay. ; T # O 4ohee- Moodie 7S TXCC;Ved6� 3S/4IZ� �Vl1M 10c, BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service OOOV OR Less x. OR LE 23.00 Main Service 200A TO 1000A 46.00 NEW CONST: OR ADONIS. D A � AlCCUP. 1 3.5¢50. Fireplace Total Valuatlon S Filing Fee I $ 20.00 Permit Fee S Plan Checking Fee $ Energy Plan Checking Fee $ S PERMIT FEE S PLUMBING PERMIT Fling Fee 1 20.00 Each Trap 1 7.00 Solar or heat -pump water heater 1 23.00 Water piping 1 15.00 Each gas water heater or vent 1 15.001 Gas piping system t - 5 outlets 1 15.001 Building sewer 15.00 Mobile Home I S I G W I I @20.00 LNOWRESIO. t BRANCH CW Z;m I 1 1 97.501 EX. Occup. ounEr oR FwTuREs PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service OOOV OR Less x. OR LE 23.00 Main Service 200A TO 1000A 46.00 NEW CONST: OR ADONIS. D A � AlCCUP. 1 3.5¢50. LNOWRESIO. t BRANCH CW Z;m I 1 1 97.501 EX. Occup. ounEr oR FwTuREs s 0 ® I.00 EX. OCCU iOCE. APPLNS. OR OUTLETS ESI.. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.00 Heati Hood 1 6.50 1 Ventilation I PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TTPE�TOTALLFEES 3GD.FEECDi I PARCEL I PO I HD I ISSUE This permit Is hereby issued under the applicable provisions. of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signator. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES V', NO O 2. I HAVE g- HAVE NOT 13 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL. SECURITY NUMBER: DATE: 0 6' 0 NOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 of Ike California Health and Safety Code. This verification must be completed wd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Ow-ier: An application for a building permit has been submitted in your name listing yourself as the builder of properly improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally perfornning their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if chat person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under Stare Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits .are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+�N1ge'rC,Zuii1diiZ ��l C.B.O. Inspection NOTE: This Owner -Builder Information it required by Section 19810 of the Californla Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 53 -7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT13- ASSESSOR PARCEL NUMBER 028-170-171 ZONING MR BUILDING PERMIT OWNER BLECHA FRANK TELEPHONE 679-0747 SO. FT. OCC. BUILDING VALUATION bR 99,144-00 . OWNERS MAILING ADDRESS 194 OBERT DR. BANGOR 011 8,640-00 CONTRACTOR'S NAMED WNER TELEPHONE 180- CONTRACTORS MAJUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Ili -6-9A-nn ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $68.1-50 AI ARCHITECT OR ENGINEERS MUNG ADDRESS Plan Checking Fee $ 449-98 BUILDING ADDRESS 194 OBERT DR., BANGOR CA 95914 Energy Plan Checking Fee $ $ PERMIT FEE $ LOTNO. SUBDNISION ryVy9!7- J `USEOFSTRUCTURE P r'1APo PLUMBING PERMIT Fling Fee 20.00 SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 77-00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.0015.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Ublifies ❑ installation ❑ Other ❑ Describe Work: NSF Gas piping system 1 - 5 outlets 15.00 Buildino sewer 15.00 15.00 Mobile Home ISI GI W (a�20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Feel 20.00 "OOVOR LE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( ... S. SO 3.50,. 81.06 R-0NIDT. MULTI.OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ 1.,S0 Ex. Occup.. oUrLErDTs RL.10�EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 124.06 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 Policy Number (The above sections need not be completed if the permit is for work of -a valuation of one hundred dollars ($100) or less.) l� 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 9 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply w�thprovisions. /�� q X Date (% � ! �_® Signature of Appii t Owner ❑Contractor ❑Agent An OSHA permit' r quired for excavations over 60" deep and demolitio construction of structures ov stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 5.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEI: S 65.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3/U CONST. TYPE VN TOTAL FEE $ 1560.04 HAZD IMP X FLOODCpF X X p EL "li ° yq X IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByDate / PERMIT EXPIRES ON < �� D to Receipt No. 324599/$1530.04 "- WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK-INSP CTORGOLDEN PPLICANT BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7County Center Drive • Oroviller California 95965 •Telephone (530) 538-7 .41 PERMIT NO. cRev:;?A6) APPLICATION AND PERMIT BUILDING PERMIT ��D%W11OCC. BUILDING VALUATION owmm oorrrawrwm MIAs�CAP-W Lro d 9 c) *PERMIT FEE PAID SRA SHERIFF $ OTHER $ AMOUNT RECEIVED *RECEIPT NUMBER -`� H ` * TO BE PVT INTO COMPUTER Ex. Occu p. «mgr oa +eTM'd eAi - iie Ex. Occup. ov`On ° ab. a 5.00 Temporary Service 29.00 Mobile Home Facilities 20.00 PERMIT FEE S MECHANICAL PERMIT Filing , �--o Fee 2 0.00 HeatingD CoolingGo i -e/ Hood C5.7— $&bie Ventilation L 10 PERMIT FE:10 $ , Home Instanation Fee = Energy Inspection Fee O0j� j` TO AL FEE $ / v • v �. MAL 0 itlJE This permit In hereby Issued under appik:able provW ris of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date_ ----- PERMIT EXPIRES ON veto) uoortrs rrksw aoorWs Fre lace 1 9 1 /Sd Total Valuation = // I AACW=T on °'p11� � NO Fir Fee s 20.00 Permit Fee S MOM= on pronm►s W"Q sooaaf Plan Checking Fee 'r ei60'10 6� 5 / Energy Plan Checking Fee = .23 • o -o PERMIT FEE : • 4/ aTMU aY60"fe1DN7e` ' _"� ` 1 �I.�8 PLUMBING PERMIT Filing Fee 20.00 Each Trap7.00 USEOFSTRUCTURE SF Duplex O Mobilehome O Other. Solar or heat p mp water heater r29.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ` Addition O Remodel O Utilities O InsWation O Other ❑ ^ v Describe Work: ' S F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (920.00 PERMIT FEE f ELECTRICAL PERMIT I FjUn6 Fee 20.00 Main Service 200 a T1s i i 9.00 Zi . Main Service tow To 1oow 4a.00 ,PAM r — . ( owe�o �,n. 111 3.UNLIXZ,0161 *PERMIT FEE PAID SRA SHERIFF $ OTHER $ AMOUNT RECEIVED *RECEIPT NUMBER -`� H ` * TO BE PVT INTO COMPUTER Ex. Occu p. «mgr oa +eTM'd eAi - iie Ex. Occup. ov`On ° ab. a 5.00 Temporary Service 29.00 Mobile Home Facilities 20.00 PERMIT FEE S MECHANICAL PERMIT Filing , �--o Fee 2 0.00 HeatingD CoolingGo i -e/ Hood C5.7— $&bie Ventilation L 10 PERMIT FE:10 $ , Home Instanation Fee = Energy Inspection Fee O0j� j` TO AL FEE $ / v • v �. MAL 0 itlJE This permit In hereby Issued under appik:able provW ris of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date_ ----- PERMIT EXPIRES ON veto) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 8Q_ dn�_ ASSESSOR PARCEL 7/ Proposed Building Use: "< jo= Building Inspector: Date: •�, u — aU At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. Q4.,Efigineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. -_f, M-- -rQ-- LWf- _i t (_jt p�/__ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------ ------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $ ------------------------------------------------------------------------------------- act fees as shown on the attached schedule. ---------------------------------------------------------------- California Department of Forestry plan ap rovaUfees.---- pJ - -- y --------------------------- p,l SA -s toy 2r 32 5 9---------------------------------------- ❑ 3. Flood elevation certificate. ----- --- -- ----- ------------- / 4. Sanitation and plot plan approval Or 6 vlt t -(Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. 16� Plot plan and business license approval m the City of Biggs. y/Planning approval for (A) Use: I<',' (B) Parking:. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage' ,egal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Builiing Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------ ------------ 0 22. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ r (Date) ❑,255 Recorded copy of Agricultural Ackn liedgment Statement. -------------------------------------------------- 6tter of intent on building use. ---- -f �o ---- o (g i----------------------------------------------------- �r i !2' 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits.--------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the ermit, ro follows ❑ Mail to owner, ❑Mail to contractor. Telephone ( and hold for pickup at Ll 0 y i �i-e office. ❑ De 'ver with inspector., - Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollute a Date: By: ' Copy of plans sent ❑ Health Department, ❑ Fire DepartmenV Date: By: 1. Index permit application for the above items numbered: V�r : ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required dadi by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: cel Date: • 2 • 0 k Plans approved by: Dat ' N. D / Sets of plans on hod in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance H�. USE ONLY Plot Plan Attached Floor Plan Aftac�h Sent to S.D. —IqHc2Lqi4- TN— Owner Location AP# Plan Approved for: Sewage Disposal-/'�� Water Supply: Public Private Well>'—�– Clearance foZ&4welling. Other Hold final for: Final clearance O.K. for: Environmental Health Speciali, 8/96 . . . .................... ................ --------- Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ASO t1'6 PROPOSED BUILDING USE �i S 1. BUILDING PERMIT, FEES _ -- Balance. Due ................ $ 30 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ ? SCfi00L DISTRICT FEES C b v 1 (paid at District Office) 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 (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _Z7. SRA FIRE INSPECTION AND PLAN CHECK ,$,89.00 (paid at Building Division) P L 5124" t Q, -C- A 311591 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) y 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # 7 0 —/ 77 DATE `J� L-�L 4 h RECEIPT # DATE REC 35 y C �) =/0 b� 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 li✓ DATE'OS 0 Pursuant to Government Code ction 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing' your signature. Please complete and return this information at your earliest opportunity to avoid unnecessarydelay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ NO[ ]. 2. I HAVE[] HAVE NOT[ - ] signed an application for a building permit for the proposed work. - 3. I have contracted with the following person .(firm) to provide the . proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person. to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5.- I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: - r • -• " • NAME ADDRESS PHONE TYPE OF WORK• SIGNED: PROPERTY OWNER: fi,6 �1& SOCIAL SECURITY NUMBERI�/ DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety.Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. ' - . Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: , 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an'"ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814., Please complete the "Owner Builder Verification" on the reverse side of this form so that we *can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned:.,... SinccreI , j Micha 1 C. Vieira, C.B.O. x. {> Manager, Building Inspection` O <I NOTE: This Owner -Builder Information.is required by Section 19830 of the California Health and Safety Code. OVER V Butte County Planning Group Letter of Intent: 05-25-01 Frank J. Blecha AP# 028-170-171-000 194 Obert Drive Bangor, CA 95914 As per your County requirements we are giving you this letter. It is our intention to Decommision (remove all gas, Electricity and septic connections) Upon the final Inspection of the new home we are building. We are going to move the Mobile to "storage" area until sale or other disposition. Our New house will be occupied as a single family residence by Frank and Tessie Blecha. Thank you, Frank . Blecha Teresita S. Blecha 530.679.0747 o ,10 BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM JOne form per Building) School District A.P. Number IL"ff) G /V / / / J Property Owner Property Location/Address Subdivision Building Department No. = City County Lot No. Residential Development No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # ` €................................................................................................................... '(No foundation inspection): 05 ."'CP4' Sq. Footage 454�9 (Group R) Sq. Footage (Including Exterior a Roofed Areas) Date moor rians reviewea Dy bcnooi uistnct rersonnep District Identification No. 020009 v 1 Rt, UK ko rr t School District certifies that ((Applicant) �{ (Street Address) (Phone Number) has complied with the requirements of Resolution No. representing square feet. School District Representative (State) \®5J®" l Q (Zip Code) by payment of $ 131(0:5 .190 AB 2926 $ I FULL MITIGATION $ Date Paid by Check # { Remarks: 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) feeform.xis (10/98)dmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y -O" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nm, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Pagel of 2 Owners Name: lcz. - Building Permit Number: Of Plans Examiner: Martha Christy 1 • Veneer per Ch. 14, U.B.C. i° ' • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. I. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of '60 'from the side and 30 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: 6 Building Permit Number: Q (-1 z 13 Plans Examiner: Martha Christy A, 0 ROOF TRUSS ENGINEERING &LAYOUT DATE: 6-18-01 JOB# 1150 -FB WET STAMPS FRANK BLECHA BLECHA RESIDENCE 3721 FEATHER RIVER BLVD MARYSVILLE,CA 95901 TEL:530-741-4920 FAX:530-741-4926 920 BLECHA RESIDENCE BANGOR, CA 16-8 7-10 Bl Cl �� i' CDO rMIN 4:12 O � 10:12 N 10:12 N A O � r N N_ O LLL-, CA 95901 � N Q u _N Q. O O tn OPN N BLUSAR MANUFACTURING V1 3721 FEAZ -HL-R RIVER BLVD 1 O � D O 1 2 - MARYSV[ 530-741-4 920 LLL-, CA 95901 � N Q Q. Job Name: BLECHA RESIDENCE TC 2x4 DEL #1 & Btr. BC 2x4 DFL #1 & Btr. GIL ELK 2x4 DFL SIPZDARE) PLATE VAILES PER IC90 R1SMRCH ISI' #1607. joi1v Traded for 10 FSF ton-camurrerlt BZL. 1 0- 0- 0 19 0- 0- 0 :it is assured that one face of this truss 9- 0- 0 15 4- 0- 0 < is sheathed with pl CSB, kcal board 5- 9- 0 16 17 5- 4- 0 6 9- 5 < siding sidirrl. If not, 9 6- 8- 0 < additional leads mast be crnsiclered on 5 8- 0- 0 5 9- 3- 0 18 19 8- 0- 0 9- 3- 0 < �_�t� yab1�. Y� blc�lcs. 7 10- 0- 0 8 10- 9- 0 20 21 -10- 9- 0 12- 0- 0 use ada�aate shales gable raqaire See Trust-alsa zn�R�} te3 gable bracing (s) ', 12- 0- 0 22 13- 4- 0 Lateral loads in line with the dxorcis have 1t1 13- 4- 0 23 14- 8- 0 rrt bea7 considered unless totedtl�tet oaSe. 11 14- 8- 0 24 16- 0- 0 ,use leads and their ea7toctiazs are the 12 16- 0- 0 25 20- 0- 0 t respaibi1ity of the buildilr3 designer. 13 20- 0- 0 8-8-13 =0-4-13 Truss ID: Al Qty: 1 Drwg: LUU1 1 b-') 1 0rj-vv 1 Plating spec : iISIMI - 1995 This truss is designed using the THIS E}SjaV IS T .iE 07�6PIE RESULT OF LDC -Blip IItclosed =Yes, T]� Zine = No rLLTIFLE LO] D CP—SES- PFJ�RIl>; P1x7JII2F1°m JT` =ha�n are b:� cad a LY Hmxicane/O z Lute = No E�,p Cit= = C Bl 80.00ft, Bldg Width = 50.uoft, nn tae trues nratrrial at each lLnt.�.ng. d3 PIAT 2aSED CN GREEN I-UQM UAIIhS. Clanplean ifi tioheight = 2Dead L, MFH = 80 . Classification = 4, Dead Load = 21.0 ps;: 441.11 2-21.11 2-7-I1 7.1-1[ 2-34) tt ' 4-0.0 6-8-0 9-3-0 12-0-0 14-8-0 2(").0 IT 2 3 4 5 G7 8 9-10 I1 12 13 1 00_1� 00, 1-4 20-0-0 14 15 16 17 18 19 20 21 22 23 24 25 l 4-0-0 ,2.9-5 3.11-11 i2-7.0 ,2-8-80 4-0-U-� TYPICA1, PLATE 1.5-3 4-0-0 ;,9.5 10-9.0 I3-4-0 /tr04o 20-10 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. ddl�� BLUSAR MFG ® LLC TRUMVAL SYSTEMS -445 Nonbpark Dr.. Coto Springs. CO 50907 Tp5.0 version T6.2.3 9-11-9 SUP =0-4-13 t OVER CONTINUOUS SUPPORT WARNING Read all notes oil this sheet and ,;Ove a cony of it to the Erectinll Contractor. This design is for an individual building component not oris system. It has been bused on spccificaiions provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No rwaponsibility is assumed for dimensional toccur,cy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building dasigncr must ascertain duo the lads utilized on this design meet or exceed the loading imposed by the local building code and the paticuL•,r application. '1•11c design assumes Out the top chord is laterally braced by the roof or flour sheathing and the bottom chord is Laterally braced by it rigid sheathing nzteril directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be pLtced in any environment that will cause the moisture content of the wood to exceed 199;0 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Tnusunl, 'ANSIrrPI 1', 'WTCA l' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLIN6 AND BRACING METAL PL -ATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute crn) is located at W D'Onorrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, Nr%9, Ste icW, Washington, DC 20036. ,® P O PROF ESS/p��� \�`�Q 9 r m No. 045982 -3 *V Exp. 6/3.1/02 / TBF: 77.3 WT:124 # Chk: Dsgnr: SB #LC - 10 TC Live 16.0 psf TC Dead 14.0 psf BC Live .0 psf BC Dead 7.0. psf TOTAL 30 6/14/2001 Scale: 5/32" - 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Deft Ratio: It/240 TC: L/240 Job Name: BLECHA RESIDENCE ER.- 1 X -LLC 0- 2-12 REACT SIZE REQ'D 851 5.50 1.50 TL 2x4 DFL #1 & Btr. BC 2x4 EEL #1 & Btr. 2 19- 9- 4 851 5.50" 1.50" WEB 2x4 DFL SUMARD ]LATS VALLES PER ICBG RUMAIKH RE� #169/. TC c AM EM CSI Traded for 10 PSF rrn-caxurrerat DCLL. "H"(16 ga.),positioned per Joint Report. plates designed Virg tY� 2-3 -827 .00 .27 .28 LBC -97 Bldg D -closed = Yes,. E]zl Zcne = No 3-4 4-5 -827 -930. .00 .27 .28 .00 .27 .28 -r cm�/gym Lute= No ' �Category - C Laqth = 80.00ft, Bldg Width = 50.00ft, BC 1ZRC£ AXL EM CSI Mesh root heigit- = 24.37ft, MM M = 80 C7assificatim = 4, Tkad Load = 21.0 psf 6-7 7-8 919 573 .06 .17 .23 .04 .17 .21 14.0 of TC Dead p 8-9 919 .06 .17 .23 IRUSwAL SYN-rEMS 4445 Northpark Ur.. Cole Springs. CO 80907 1,1B FORCE CSI 4Im FCRCE CSI t 2-7 -410 .15 3-8 540 .28 Paper Association OF,PA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. I.TOTAL 3-7 540 .28 4-8 -410 .15 t MkX EER=CN (Spath) L/999 INMEP] 6-7 (LIVE) L= -.03" D= -.04" T= -.06" Truss ID: A2 Qty: 6 'Drwg: COO Plating spec ANSI/TPI - 1995 V THIS DSIQV IS THE mIKSITE REII.,T OFLOAD UL= RE4CITCN(S) = CASES. $EARII� 1T5 slhan are basedCNLY 2 -971# I 2CNTZ�L RF?,mcu(S) rn tl e truss material at each tear :nig. st yrt 1 682# 2 682# aATII4; a4sm CN a= UME R VAum - st>-t _= Joint Lczatirns === 5-1-15. 4-101 4-10-1 5-1-15 1 0- 0- 0 6 0- 0- 0 2 5- 1-15 7 6- 9- 5 5-1-15 10-0-0 14-10-1 20-0-0 3 10- 0- 0 8 13- 2-11 10-0-010-0-0 t 4 14-10- 1 9 20- 0- 0 1 2 �3 4 5 5 20- 0- 0 Flo. 00 1_0.007 n 5-8-13 t =04-13 4-4 1-K 1n It It No. 045982 Exp. 12"11 2 sr CM �P TFOFC AIUF0� I 6/14/2001 Scale: 5/32" = 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 'P.1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Patio: L/240 M. L/240 6 7 s 9 6-9-5 6-5-6 6-9-5 t 6-9-5 13-2-11 20-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Circled and false "H"(16 ga.),positioned per Joint Report. plates frame plates are positioned as shown above. 91 # WARNING Read all notes on this skeet and give a co, , of it to the Brectira; Contractor. TSF: 56.0 WT: This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: ha accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensioisd aceuricy. Dimensions are to be the louts utilized on this Ds : SB #LC 10 g� B L [.! SAR MFG. vorified by the component ireumL•tcturu and/or building designer prior to f:thricenion. The building dasigner must asceitain th:a lording imposed by the local building code and the paticul:n :yrplicatiuu, The design assumes Ih:n the sup chord is Werally TC Live 16.0 psf ®LLC design nice[ or exceed the Breed by the roof or fluor she:uhing and the bouom chord is Literally braced by a rigid she:rthiug nnatnrinl directly :detched, unless uthenwisc noted. Lateral of components members only to reduce buckling length. This component sludl not be pL•tsed in any environment that 14.0 of TC Dead p Bracing shown is for support will cause the moisture content of the wood to exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f IRUSwAL SYN-rEMS 4445 Northpark Ur.. Cole Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSIYfP1 1', 'WTCA F - Wood Truss Council of America Standard Design 'HANDLING BPvACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91). and 'HIB -91 BC Dead 7.0 psf Responsibilities, INSTALLING AND SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 3 7.0 pof Tp5. 0 Version T6.2.3 Paper Association OF,PA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. I.TOTAL No. 045982 Exp. 12"11 2 sr CM �P TFOFC AIUF0� I 6/14/2001 Scale: 5/32" = 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 'P.1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Patio: L/240 M. L/240 ob Name: BLECHA RESIDENCE _ = Joint Lraticns === 1 0- 0- 0 13 0- 0- 0 4- 0- 0 14 4- 0- 0 3 5- 4- 0 15 S- 4- 0 4 6- 8- 0 16 6- 8- 0 5 7- 7- 0 17 7- 7- 0 6 8- 4- 0 18 8- 4- 0 7 9- 5-15 19 9- 5-15 8 9- 1- 0 20 9- 1- 0 9 10- 9-1S 21 10- 9-15 10 1;2- 1-1.5 22 12- 1-15 11 13- 5-15 23 13- 5-15 12 17- 5-15 24 17- S-15 Tv 2x5 rM #2 2x4 I FL #1 & Btr. 1-6 BC 2x4 DFL #1 & Btr. Com, BLK 2x4 DFL SB*MARD PLn VALLES PER IC90 RESF?RCH REELRI #1607 PLAM,r, BASED CN GUIN UPIEEiZ VAUES- Truss ID: B 1 Plating Ep c : PN>I/'IPI - 1995 'IFAS EESICN IS THE cCrvT lSrlE RESULT OF NEII,TIPLE LOAD CASES. 1?EAR>N; RI IFZEI IENIS shci n are based aILY as the truss material at each bearing. Loadea for 10 PSF rraa-cax trrett BSI.. <It is assured that sae face of this truss < is sheathed withpl �If oodnotboard < sidin3 or siding. < a631ti loads mast be oaaside-ed ton < ncn-oaatinxus hearilr3 lges le bl e s les art Nhy use ade�tat tea Gable studs nayrte lateral braC - See Tltit cls s x� tai 9 ot btlle bracing &tail (s) . Latca.al la. jail lwith >C dcacis have trt Lz,:sa mvsida- e d enaless noted etlaer�se. These loads aryl t1Y3Y crz-uectiazs are the respxiasibility of tle loulding ci- is jer. 4.o -I1 2-x-0 2-9-1i ,2-X0 5-4-0 4-0-0 6-$.0 9,5-15 12.1-1.5 17:f 1 f ti -4 -ll 9-I-I� 3-2-9 1 2 3 4 5) 78 9 10 11 l2' 1�- -10 00l I 742 4-13 �0-10-14 p_c_R 5.25 6.00-1-?�-I` ' 7-I0-8 8-5-7 1 D This truss is d2eigrnd using t1 - 13 14 15 1 180 21 22 23 24 s s -a -o z•9-1.9.15 MC -97 axle. Bldg Enclosed = Yes, Erz3 7raae = No Hsncat'le/Qxeai Lim = I3o , Exp Cata = C a-ao 6-8-0 9-5-1512.1-15 17.5-I5 Scale: 5/32" 1' n by "18"(18 ga.) or RT Truswal Systems Plates are 20 ga. unless showOVER CONTINUOUS SUPPO Bldg I a - 80.00ft, Bldg Width = 50.00ft, "H"(16 ga.), positioned per Joint Report. Circled plates and false Mean height = 23.67ft, MPH = 80 Classification = 4, Dead Iced = 21.0 psf TBP: 58.7 WT: 96 # WO: 1150 -FB ----- ----It]AD CASE #1 EESICN LGALB ---------------- WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Dir L.Plf L.Loo R.Plf R.Loc LL/7L TC Vet 60.0 0- 0- 0 60.0 17- 5-15 .53 TC Vert 74.0 17- 5-15 74.0 20- 6-12 .43 BC Vert 14.0 0- 0- 0 14.0 17- 5-15 .00 10-8-0 S1, IP I0-7-7 O?np=cSSJp�,�� Q�J M01 ESS9F< w � I No. C r -32 X 13 14 15 1 180 21 22 23 24 s s -a -o z•9-1.9.15 t t 6/14/2001 a-ao�,z•a_ o �, _ �,zs-o � TYPICAL PLATE 1.5-3 a-ao 6-8-0 9-5-1512.1-15 17.5-I5 Scale: 5/32" 1' n by "18"(18 ga.) or RT Truswal Systems Plates are 20 ga. unless showOVER CONTINUOUS SUPPO "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TBP: 58.7 WT: 96 # WO: 1150 -FB WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ® This design is for an individual build -ng component not truss system. It has been based on specifications provided by the component manufacturer and done Cijk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be The building designer mus[ ascenain that the loads utilized on this . Ds SB #LC 10 FRANK BLECHA B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally TC Live 16.0 pef DurFacs L=1.25 P=1.25 design meet or exceed the braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing unaterW directly attached, unless otherwise noted. TC Dead 14.0 s f Re Mbr Bnd 1.15 I' p ® LLC B acing shown is for lateral support of components members only to reduce buckling length. This component sluill not be placed in any environment that I�abricuc, handle, insudl and buaa: this muss in BC Live psf O.C. Spacing 2- 0- 0 TRUSW,u. SYSTEMS will antes the moisture content of the wood to exceed 1970 runt/ur cause connector pLuc corrosion. accordance with the following semdards: ')01�'T DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood'I'russ Council of America S4mdard Design 'HIB .0 BC Dead 7.0 pef Design Spec UBC -97 , au5 Nanhp:rtk Ur.. Colo springs. CO 60907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' . (1-110-91) and -91 Wisconsin 53719. The American Forest and. Defl Ratio: L/240 TC: W240 SUMMARY SKEET' by TPI. The Truss PLate Institute (I'PI) is located at 583 D'Onofrio Drive, NLtdisun, TOTAL 37.0 pef Tp5. 0 Version T6.2.3 Paper Associdtion (APPA) is located at 1111 191h Street, NIV, Ste 800, Washington, DC 20036. job Name: BLECHA RESIDENCE Truss ID: B2 Qty: .7 ' 'Drw : C0.0 11b5188-004 Ems X -LCC REACT SIZE REQ'D TC 2x6 EFL #1 Plating spec : ANSI/'FPI - 1995 UP= FtE =CN(S) 1 0- 2-12 864 5.50" 1.50" 2x4 DFL #1 & Btr. 1-3 THIS ICSIGN IS THE C0vlPW 'IE RESULT OFsupperct 1 -96# 2 20- 6-12 756 3.50" 1.50" BC 2x4 EFL #1 & Btr. KLTIPLE LOAD CASES. 111= RF1aCTICDl(S) : WEB 2x4 DFL STAND** EEARIIi, REOjIFEVEN15 sha ah are based CNLX . s(.gcpcat 1 -732# TC' FZPCE AXL » CSI 6ES£ 2x6 EFL #2 cri the truss material at each bearing. t 2 -732# 1-2 -1763 .03 .29 .31 SCAB 2x6 M #1 P1ATE VALLES PER ICBJ RESEARCH REfZ1ZI' #1607. This truss is designed using the 2-3-1515 .01 .20 .21 SCAB (c ccs-hatcihed area) to be sarre size Leaded far 10 I?SF rnh-concur a3ht DC L. LBC -97 Code. 3-4. -1527 .01 .34 .34 and grade as chard to vhlldh it is attadhEd. + + + + + + + + + + + + + + + + + + + + + + Bldg FYtclosed = Yes, Rid Zone = No 4-5 -2622 .02 .40 .42 (1)=1 scab, (2)=2 scabs. Use 10d nai-s at Um7estrained hcriz. LL deflectiah = .46 in. Hnrncane/Ooean Line = Tb E� Categcry = C 0-0• -846 .03 .96 .99 3" O.C. plus clusters if shown by ()• Each+ + + + + + + + + + + + + + + + + + + + + + Bldg 80.00ft, Bldg Width = SO.00ft, scab is unsplioad unless rr-ted ctlherAse. PLATIIU BASED CN GEW UMR VALLES. Dean roof height = 23.67ft, mPH = 80 BC! I= AXL END CSI If 2 scabs are req. attach 1 scab per face. i C7assi.ficatiah = 4, Dead Load = 21.0 psf 6-7 2033 .17 .24 .42 Nails tray be camnz or bmc (NDS -97 Sect.12)----------LDAD CASE #1 IMSIGN LOAM ---------------- 1 2065 .18 .10 .28 Dir L.Plf L.Lnc R.Plf R. I= LL4/'M 7-8TC Vert 60.0 0- 0- 0 60.0 17- 5-15 .53 S-9 3065 .30 .10 .40 9-10 3088 .30 .22 .52 TC Vert 74.0 17- 5-15 74.0 20- 6-12 r. .43 t BC Vert 14.0 0- 0- 0 14.0 17- 5-15:' .00 41fB FM, X (:';I W73 F�X.I: GSI t la :1-7 ". :02 4-8 -1264 .39 ::-8 ' -57..-1 .1.4 4-9 134 .05 t-8 1861.r,,5 I;USX IEFI]X 171a,l (span) 1,/454 IN I19:M 9-10 (LrvT-.) 4-3-8_� I1 4--8 4-0-8 5-1-6 t 11 -.511, h .rl" T ----I.25" 4-3-8 8-4-0 12-4-8 17-5-15 _--_= Joint Lxatiahs =____ 8_4_0 9-1-15 3-2_9Uj 1 70- 0- 0. 6 0- o- 0 '1 2 3 4 5 1- 2 4- 3- 8 7 4- 3- 8 3 8-4-0 8 8-4-0 12- 4- 8 9 12- 4- 8 lr 0.00 -10.00 5 17- 5-15 10 17- 5-15 RS -6 4-4 4-4 7-4-2 PFCr c`in" 10-8-0 /1.5-3 12 s IP4-13 010146-9-3 I0-7-7 U QQ y 2p 2-5-0 � _..! . C � 2 70 1 >* Exp. 12/31 /02 0'5"8 7-10 85 -6.00 t ' 3-2-9 9 tSq�O NA 20-8-8 6 7 8 9 10 44-3- , 4-0-8 4-0-8 5-1-6 -33 4-0 6/14/2001 4-3-8 8-4-0 12-4-8 17-5-15 Scale: 5 32" _ 1' ,r Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned asshown above. WARNING Rend all notes on thus sheet and give a copy of it to the Erecting Contractor. TBF: 66.7 WT: 114 # WO: 1150 -FB This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneCbjk; Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De SB #LC 10 FRANK BLEt� verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 16.0 psf DurFaes L=1.25 P=1.25 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the p:ticuhx:tpplicatiun. The design assumes that the top chord is Laterally LLC braced by the roof or floor sheathing and the bottom chord is laterally briced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 14.0 psf Rep Mer Bndced 1.15 ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% :rad/or cause connector plate corrosion. Fabricate, luundle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 'IRUSWAL SVJ-MMS 4445 Northpark Da. Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Tntsual, 'ANSI/TPI 1', AVTC>. V . Wood Truss Council of America Standard Design , Responsibilities, 'HANDLING INSTALLING AND DRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1110.91) :rad 'HID -91 BC Dead 7.0 psf P Desi Spec L7BC-97 Design P SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and D fl Ratio: L;/240 TC: 14/240 TpS. 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Sm 800, Washington, DC 2(X)36. TOTAL 37.0 psf job Name: BLECHA RESIDENCE E' X -LCC 1 4- 2- 4 FS5 T SIZE R92'D 623 5.50 1.50" TC 2>6 DFL #2 2x4 DFL #1 & Btr. 1-2 2 ZO- 6-12 717 3.50" 1.50" DFL • � � 16-9-0 psf EFL#1 g 7C FCRCE 1-2 ' -862 AXL 110 CBI .19 .19 WEDZ£ 2x5 DPI, #2 SCAB 2x5 M #2 2-3 -843 ' .00 .00 .36 .37 SCAB (cross -hatched area) to be sarre size and grade as chard to vdzidz it is attached. 3-4 -1847 -715 .01 .37 .38 .03 .85 .87 (1)=1 scab, (2)=2 scabs. Lhe 10d nails at 3" O.C. clusters if shorn by ( ). Each , AXL END CSI plus scab is unspliosd unless noted other dse. 9C FCRCE 5-6 687 .00 .13 .13 If 2 scabs are req. attach 1 scab per face. Nails may be eamnz or bo>c M-97 Sest.12) 6-7 2179 7-8 2214 .22 .12 .33 .22 .20 .42 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing matercd directly attached, unless otherwise noted. shown is for Literal support of components members only to reduce buckling length. This component shall not be pLiced in any environment that IOFB FCRCE CSI I'EB FORCE CSI ' 1-5 -574 .07 3-6 -3-192 .36 t 1-6 . 720 .23 3-7 123 .04 2-6 1020 .32 W,X. C07 MFICN (p ui) - L/477 IN MFM 7-8 (LIVE) L= -.41" D= -.54" T= -.95" == Joint Locaticns =_== 1 0- 0- 0 5 0- 0- 0 2 4- 4- 8 6 4- 4- 8 3 8- 5- 0 7 8- 5- 0 4 13- 6- 7 8 13- 6- 7 I 5-9-12 4-4 T 2-2-0 1-6-6 0-10-14 Truss ID: B3 Plating spec : AISI/IPI - 1995 THIS LESICV IS THE SITE RFSLLT OF I4:II,TIf3E LC1AD CASES - B Rq Ar=IINIS shoAn are based CNLY on the truss nater a at each bearing. PLATE VALL&S 1ER ICSO RESEAPaI REPORT #1607. I called for 10 PSF r=-axru: rent BCIL- + + + + + + + + + + + + + + + + + + + + + + Um:estrained horiz. IL detlectirn = .34 in. + + + + + + + + + + + + + + + + + + + + + + Shim bearings (if r for reg. -Wart- PLATII,r. BASED IN G EEN UY13 R VAUES. I Eyii verticals designed far axial loads mlY. Erd verticals that are extended above ar below the truss profile (if airy) may requi-re additional design cnisidesatim (by c&e s) for lateral forces dee to wind or se A„;c loads on the bt-ulding. 4-4-8 4-0-8 5-1-6 4-4-8 8-5-I1 13-6-7 4- 4 6 t 9-1-15 3-2-9 1 2 3 4 1� -0.0 0_10 0P 10-7-7 E141 10-8-0 SF IP 2 > IN(51 1 04# a>pt. RFItLTIIN�) par s� 2 -619# This truss is designed usirg the LBC -97 Gxle. Bldg E1'rlosed = Yes, End Zoe = No HZr'lcarte/0oem Line = No , Exp Category = C Bldg Larrith = 80.00ft, Bldg Width = 50.00ft, Mean roof height = 23.67ft, MFH = 80 Classificatim = 4, Dead Irad = 21.0 psf ---------I12''D CASE #1 I>SIIN UAIS ---------------- Dir L.Plf L.Loc R.Plf R.Lcc U-V11L TC Vert 60.0 3-11- 8 60.0 17- 5-15 .53 TC Vert 74.0 17- 5-15 74.0, 20- 6-12 .43 ; BC Vert 14.0 3-11- 8 14.6 17- 5-15 .00 ` e� qJ i � 9 CD k' 0CW cue MESS Fti� Q, i Q 9�0A Q No. C 82 ::0 � t TSF: 58.7 WT:101 # Chk: Dsgnr: SB 5.25 -6.00 3-8-1 ; 10 4-4-41r - 2-9 16.0 8-8-7 TC Dead 16-9-0 psf 3118 r J5 .0 STUB 6 7 8 4-4-8 4-11-8 S -I -C BC Dead 4.4.8 8.5_ 13-(r by "18'(18 or psf Truswal Systems Plates are 20 ga. unless shown ga.) "H"(16 ga.), positioned per Joint Report. Circled plates and false 37.0 frame plates are ositioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done No responsibility is assumed for dimension l accuracy. Dimensions are to be in accordance with the current versions of TPI and APPA design sumdards. and/or build`utg designer prior to fabriction. The building designer must ascenaht dun the loads utilized on this BSAR L U MFG113nicing verified by the component rnanufacnver design meet or exceed the loading imposed by the local buiiding code and the paticuLar application. The design assumes that the top chord is laterally ®LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing matercd directly attached, unless otherwise noted. shown is for Literal support of components members only to reduce buckling length. This component shall not be pLiced in any environment that 't'R U5WA1. NY. ITMS will cause the moisture content of the wood to exceed 19% and/or cause connector pLue corrosion. Fabricate, h:mdle, instep and brace this truss in with the following sLindards: 'JOIN'T DETAII. S', by Tntswal, 'ANSWITI 1', 'W'I'(:A I' - Wood'I'ntes Council of America Standard Design jaa5 N.�nhp:,rk ur., c.d�. Springs. CO tu)907 accordance Responsibilities, 'HANDLING INSTALLING AND I1RA(:ING ME I'Al, PLATF CONNECTED WOOD TRUSSE ' - (11111-91) and 1-1113-91 'rhe SUMMARY SHEET" by TPI. The Truss Kam Instione (I'I'I) is located at 583 D'Unofriu Drive. Madison, %Visconsin 53719. American Forest and TpS. 0 Version T6.2 . 3 Paper AssucLilion (APPA) is located it 1111 191h Strcc(, NAV, Sic $(x), Washington. D(: 2"06. > IN(51 1 04# a>pt. RFItLTIIN�) par s� 2 -619# This truss is designed usirg the LBC -97 Gxle. Bldg E1'rlosed = Yes, End Zoe = No HZr'lcarte/0oem Line = No , Exp Category = C Bldg Larrith = 80.00ft, Bldg Width = 50.00ft, Mean roof height = 23.67ft, MFH = 80 Classificatim = 4, Dead Irad = 21.0 psf ---------I12''D CASE #1 I>SIIN UAIS ---------------- Dir L.Plf L.Loc R.Plf R.Lcc U-V11L TC Vert 60.0 3-11- 8 60.0 17- 5-15 .53 TC Vert 74.0 17- 5-15 74.0, 20- 6-12 .43 ; BC Vert 14.0 3-11- 8 14.6 17- 5-15 .00 ` e� qJ i � 9 CD k' 0CW cue MESS Fti� Q, i Q 9�0A Q No. C 82 ::0 � t TSF: 58.7 WT:101 # Chk: Dsgnr: SB #LC - 10 TC Live 16.0 psf TC Dead 14.0 psf BC Live .0 psf BC Dead 7.0 psf TOTAL 37.0 Exp. 12/31 /02 * CN\\ P��P OF CAl-\F� 6/14/2001 Scale: 5/32" - 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Patio: 1440 TC: L/240 ob Name: BLECHA _= JOilIt Looatiais 1 0- 0- 0 6 0- 0- 0 2 3- 8- 8 7 3- 8- 8 3 5- 0- 8 8 5- 0- 8 4 6- 4- 8 9 6- 4- 8 5 7- 8- 8 10 7- 8- 8 IDENCE 7C 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. GEL ELK 2x4 EFL SIS Pf= VALLES FER IBC Iii ISI' #1607. <it is assLued that one face of this truss < is sheathed withpl la"aB, wcod board < sidirrl on siding. If not, < additional loads must be considered on < ncn-oortirmicus bearig gables. May use adaga staples tnre 1a �lgable blocks TYuaas gable bracing details) . Lateral 1 an Jim with the chords have not been artsIdered unless noted otherwise. These loads and their o=-,ections are the responsibility of the building designer. Truss I D • C1 Qty PlatiaYg qpec : ANSIMI - 1995 THIS DESICiI IS TpE C17-iSrIE RESMT OF R TIPLE LGAD CASES. EFPRII,r, REl inupENTs sha n are based CNLY on the truss nciterial at each beari t-9. PLATIN ab4ED CN GREEN LLI`'IEIFR VALLE.S. End verticals designed for axial loads only. Eid verticals that are above or belov the truss profile (if any) may *, �;r' additiazal design consideration (by other's) for lateral forces due to wird on seismic loads on the building. 1 3-83 -8 1-4-0 1-4-0 1-4-0 3-8-8 5-0-8 6-4-8 7-8-8 2 3 4 5 1 D This, truss is aesigrned using the IBC -97 Axle. Bldg Eiolosed = Yes, arl Zone = No H.mzcane/Oxai Lim = No , DT Categcry = C Bldg Length = 80.00ft, Bldg Wudtla = 50.00ft, r4 - m rrv000ff height = 21.30ft, MPH = 80 Classification = 4, Dead Load = 21.0 psf 1-6-0 C7 A (_7 �� m r _j No. C0 -82 ?J � Exp.12/3?1/02 \s�. CNk _.o 6 7 s y 10 6/14/2001 ttSvl4 y lrl� ga.) (0{-8 7-8V6 CONTINUOUS SUPPORT Scale: 1/2" - 1' Truswal Systems Plates are 20 ga. unless s11r1 b "1S t�8 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Rend all notes A this sheet and give a copy of it to the Erecting Contractor. TBE: 1B. o WT: 29 # WO: 1150 -FB ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Cb_k: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beDsgnr: SB #LC - 9 I FRANK BL1rCHA B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design the loading imposed by the local building code and the paticUkir application. 'fire design assumes that the top chord is Laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 meet or exceed braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 14.0 psf P Re b1br Bnd 1.15 P ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that 0 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, instill and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- ll:uSWAL sYSTf:VS accordance with the following standards: 'JOINT DETAILS', by Trvswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design 'HIB Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo Spriugs, CO 80907BC Responsibilities, 'HANDLING INSTALLIND AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IiI6-91) and -91 Forest TC: L4/240 SUMMARY SHEET'. by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American andTbTAL 3� Llan Ratio: L/240 Tp5. 0 Version T6.2.3 Paper Association (AFPA) is lo6ted at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Job Name: BLECHA RESIDENCE BY' X -LOC RE'ACr SIZE REJ2'D TC 2x4 IFI., #1 & Btr. 1 0- 2-12 403 5.50" 1.50" BC 2x4 IFI, #1 & Btr. 2 7- 7-12 279 1.50" 1.50" WEB 2x4 DFL S)7*DARD FLzaE VALL&S PER ICBG RESE TCH REFCRr ".1607. TC FCF £ AXL RID CSI F A BASED IN (�IIQ LUrIE R VALM. 1-2 -341 .00 .18 .18 This truss 1s designed use tYe 2-3 39 .00 .18 .18 Bldg R-Y--lmea = Yes End Zone = No 13✓ FCFCZ AXL am CSI Hurricane/Ooeerr Lim = Db , E>p Category = C Bldg Lerpth = 80.00ft, Bldg Width = 50.00ft 4-5 256 .04 .13 .17 Marl rmarEE height = 21.30ft, M1H = 80 I^EB F= CSI WFB FCRZE CSI Classification = 4, Dead Load = 21.0 psf 2-5 -353 .06 3-5 -37 .01 #LC 9 M X LFFLFXTI N (sport) : in accordance with the current versions of TPI and AFPA design standards. and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this L,/999 IN ISA 4-5 (LIVE) B L l,l BAR MFG I= -.04" D= -.05" T= -.08" t _--_= Joint- Locations ===== braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathhng m�terL l directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed inany environment that 1 0- 0- 0 4 0- 0- 0 2 5- 2- 0 5 7- 8- 8 BC Live .0 psf 3 7- 8- 8 will cause accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (MIB -91) and 'HIB -91 1 Truss I D • C2 Qty: Plating spec • ANSI/PPI - 1995 THIS EESI(l IS 11E Q7'4pWITE RESULT OF n?`II,TIPIE LOAD O%SE.S. EEApE5 FGr�m shorn are based CNLY az the truss traterial at each )earisrg. Elzi verticals desigr> fcr axial loads only. End verticals that are oteryled above or below the truss profile (if arry) tray req additional design consideration (by others) for lateral fmces cite to wird cr seismic loads on the building. r 4.00 5-2-0 5-2-0 2-6-8 4-8-8 2 3 7 ' UPLIFT Fd'}1C aT(S) : 1 -35# Fi12tL REACIZCiI(S) 1 119# &4jxxt 2 119# 3-4-8 S UP Z Q' rn m -� 0. C 5982 = T Exp. 12/3.1102 y� qr G'N.1 \ FCF ^Al IF, 6/14/2001 Scale: 1/2" - 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0: 0 Design Spec UBC -97 Deft Ratio: L/240 TL: 1,/240 4 5 7-8-8 t Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. TSF: 16.0 WT: 27 # WARNING Read all notes oil this sheet and give a cow of it to the Erecting Contractor. doneCh)c: ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and No responsibility is assumed for dimensional accuracy. Dimensions are to be #LC 9 in accordance with the current versions of TPI and AFPA design standards. and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this sem• De SB B L l,l BAR MFG verified by the component manufacturer design meet or exceed the leading imposed by the local building code and the paticular application. The design =times that the top chord is Literally TC Live 16.0 psf ® LLC braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathhng m�terL l directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed inany environment that TC Dead 14.0 psf the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf TRUSVAL Sl'STBMS Dr.. Colo Springs. CO 80907 will cause accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design METAL PLATE CONNECTED WOOD TRUSSES' - (MIB -91) and 'HIB -91 BC Dead 7.0 psf 4445 Nonbpnrk Responsibilities, 'HANDLING INSTALLING AND BRACING SUMMARY SHEET' by TPI. The Truss Plate Institute (ITI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and O 37.0 Tp5. 0 Version T6 .2 .3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste g00, Washington, DC 20036. TOTAL paf 6/14/2001 Scale: 1/2" - 1' WO: 1150 -FB Customer Name: FRANK BLECHA DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0: 0 Design Spec UBC -97 Deft Ratio: L/240 TL: 1,/240 Job Name: BLECHA RESIDENCE . 4-0.0 _ 4-0.0 3-9-0 �. 3a1-0 _, 4-0-0 54-0 -i r6/ 4-0.0 8-0.0 11-9.0 15.8-0 19.8-0 25-0.0 n 14/2001 TYPICAL PLATE 1.5-3Scale: 1/8" = 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPP6RT TC 2x4 rFL #1 & Btr. frame plates are positioned as shown above. WARNING Rend allnotes A this sheet and give a cony of it to the Erecting Contractor. BC 2x4 DFL #1 & Btr. WO: 1150 -FB ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done all, ELK 2x4 LFL SB9UP1ZD Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be MAM �E•S P£R IC90 I?I�FZCfI 1M' #1607. _=Joint.Lrxatiazs __= L-ded for 10 PSF rxn-ax�srent BCLL. 1 0- 0- 0 18 0- 0- o <It ars assumed that one faae of this truss 2 4- 0- 0 2 19 4- 0- 0 < is sheath�l oath Pl CSB, wood board 5- 4- 0 20 5- 4- 0 < sidingsidirxJ. If not, 4 6- 8- 0 21 6- 8- 0 < ackIitia-al loads mast be ocnsiclerel on 8- 0- 0 6 9- 4- 0 22 23 8- 0- 0 9- 4- 0 < r=-corttinucus n blcz ks. 7 10- 8- 0 24 10- 8- 0 �v�use a nate sta gable mayrequire lateral bracing. � 8 11- 9- 0 8 12- 6- 0 25 25 11- 9- 0 12- ,- 0 r �`e studs Truswals ted gable bracing detail(a). Lateral l in l;rw with tl-e dizas lnanVC 10 13- 3- 0 27 13- 3- 0 not been considered unless noted othm-,ase. 3.1 14- 4- 0 28 14- 4- 0 Tnese leads arxi their caatectirns are the 12 15- 8- 0 29 15- 8- 0 1responsibility of the baildirg &-nigne-r. 13 17- 0- 0 30 17- 0- 0 14 18- 4- 0 31 18- 4- 0 ' 1S 19- 8- 0 32 19- 8- 0 16, 21- 0- 0 33 21- 0- 0 17 25- 0- 0 34 25- 0- 0 10-9-13 =0-4-13 Truss ID• D 1 Qty: 1 , Drwg: LU 1 1 bS I 00 -IL plating spec : ANSI/IPI - 1995 'llzis mass is designed using the THIS IFSIGN IS THE Ca Ip 1SPIE REStII.,T OF LHC -97 Qxle. IALTIPLE CASES. Bldg IIrlcsed = Yes, End 7rne = No 1�PRIIv; shasa are Lased CNLY Y H=care/Ocean Lim = No E5� C�t�y = C on the truss ttata�ial at e= bba g. Bldg so.00ft, Bl DT, w,deh = so.00ft, PLAMz BASED Q7 GEEN LIMBER VAU;ES. Mean height = 25.41ft, MPH = 80 r9, ificatirn = 4, Iliad Load = 21.0 psf 4.0-0 .1410 3.9.0 3.11-0 4.0.0 5a-0 4-0-0 8-0-0 11-9-0 15-8-0 19-8-0 2.5.0-0 11-h-0 12-6-I1 l 2 4 .5 6 7 8 9 10 11 12 13 14 15 16 17 DI 10.00 -10.0 ;.a 0-513 6.79 -6.79 ) 2-0-x -. l 12-0-8 9c 11 A 11-10-14 HIP =0-4-13 �O ?,OF E S SIC)?V � ����.• MES's9F2 m o. C0 5982 X xp. 12/3.1/02 _ C `mac CALIEi 18 19 20 21 22 23 24 252627 28 29 30 31 32 .13 34 ' . 4-0.0 _ 4-0.0 3-9-0 �. 3a1-0 _, 4-0-0 54-0 -i r6/ 4-0.0 8-0.0 11-9.0 15.8-0 19.8-0 25-0.0 n 14/2001 TYPICAL PLATE 1.5-3Scale: 1/8" = 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPP6RT ,r "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend allnotes A this sheet and give a cony of it to the Erecting Contractor. TBE: 73.3 wT=117 # WO: 1150 -FB ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De : SB #LC - 10 g� FRANK BLECHA L U SAR MFG]Bracing verified by the component in�nufacnirer and/or build'"ig designer prior to fabrication. The building dctiigner must aecen:ain th d the heads utilized on this by local building code and the application. The design assumes that the top chord is Literally TC Live 16.0 psf DurFaes L=1.25 P=1.25 B design meet or exceed the loading imposed the paticuhr braced by the roof or floor sheathing and the bottom chord is Laterally bnn;ed by a rigid sheathing muttered directly attached, unless otherwise noted. TC Dead 14.0 of P Re Mbr Bnd 1.15 P ® LLC shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that 0- 0 will cause the moisture content of the wood to exceed 1995 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- "rRUSwAL S)`-,rEN1Saccordance a4�5 Notbp.irk Dr.. Coll Springs. CO 80907 with the following standards: 'JOINT DETAILS', by Trusu�al, 'ANSI/TPI 1', '\VTCA 1' -Wood Truss Council of America Standard Design 'HANDLING INSTALLINZJ AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 psf Design Spec UBC -97 Responsibilities, SUMMARY SHEET'. by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Americmt Forest and �� 37.0 Den Ratio: 1/290 IC: 1/240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, MN, Ste 800, Washington, DC 20036. TOTAL psf job Name: BLECHA RESIDENCE 3 ]gr, X -LOC RFPLT SIZE REI�'D TC 2x4 DFL #1 & Btr. 1 0- 2-12 1023 5.50" 1.50" BC 2x4 M #1 & Btr. 2 24- 9- 4 1024 5.50" 1.50" wFB 2x4 EFL ST*DARD 7-8 3222 .32 .15 .47 FEDCE 2x4 DFL #1 & Btr. 8-9 3222 .32 )SID CSI Pf ATR VAuES PER IBJ � #1607. TC 1-2 I=AXL -2708 .42 .43 ++++++++++++++++++++++ 2-3 -2070 .01 .08 .40 .48 UU-estrairled horiz. LL deflection = .28 in. 4 2069 08 40 48 + + + + + + + + + + +.+ + + + + + + + + + + 3 12- 6- 0 8 12- 6- 0 4 18- 7-11 9 18- 7-11 5 25- 0- 0 10 25- 0- 0 Truss ID: D2 Qty: 11 Plating spec : AmI/'I'PI - 1995 THIS E23IGN IS THE CUAPOBrIE RESCILT OF hLRTIPIE LOAD CASES. BEAR11r. iI5 shoat are based CNLjY on U-te truss material at earn b-ring- TcaAFA for 10 PSF rrn-c=r=n17erIt BCL, - RA= HASID CN UEEN UMBER VAUIES. 6-46-4.5 6-141 6-1-11 6-4-5 6-4-5 12-6-0 18-7-11 25-0-0 12-6-017-6-0 1 2 13 4 5 F-1 00 10.001 124-6 Il -5 8 650 L-6.50 1) i18 12-0-8 • 6 7 8 9 111 6-4-5 6-1-11 6-1-11 6-4-5 6-4-5 12-6-0 18-7-11 25-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Dri,vgX001 165188-009, UPLIFT RFAcTICN(S) : sit 1 -110# REP.LTICN(S) - 94:p=t 2 8594 This truss is designed usirs3 the LBC -97 Code. Bldg Ehcicsed = Yes, &-id Zone = No airmcarue/Ooe L1ne = Ncl , �g Cay = C Bldg - 80.00ft, Bldg width = 50.00ft, Mea �h=;cht = 25.41ft, MFH = 80 Classification= 4, Dead Lced = 21.0 psf I r �7 t G ap,OF _SS/Cti, 11-10-14 fill' L Q� �?%C'ytT lz rn _1 o. C04 17 p TO -4-13 XP. 12/3,1/02 6/14/2001 Scale: 1/8" - 1' ® WARNING 7ead all notes on this skeet and give a copy of it to the Erecting Contractor. TBP: 66.7 WT: 106 # coo: 1150 -FB This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds : SB #LC - 10 FRANK BLECBA verified by the component manufacturer and/or building designer prior to fabrication. The building designer most asceitrin that the Irxtds utilized on this g� BL U SAR MFG design meet or exceed the loading imposed by the local building code and the p:dicular appliaiti"n. The design assumes 11cd the lop chord is LdcmllY TC Live 16.0 paf DurFaes L=1.25 P=1.25 braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing m:dcrcd directly atuiched, unless otherwise noted. TC Dead 14.0 s f Re Mbr Bnd 1.15 ®LLC Bracing shown is for lateral support of components memhe" "Illy to reduce buckling Icnglh. This component sludl not be pUced in any environment that P P will cause the moisture content of the wood to exceed 197 and/or cause connector phic corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 'I'lt 11S�YAL SY>-ruos accordance with the following standards: 'JOIN'T DETAII S', by'rrms„ml, 'ANSI/TPI I', 'W'fCA 1' - Wood Truss Council of America Standard Design 4445 Nonhp:-,k* Ur.. Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAI, I'LA'I'P_ f;ON'NEC"flip WOOD TRl1SS1iS' - (11111-91) and 'NIB -91 BC Dead 7.0 psf Design Spec UBC -97 SUMMARY SHEET" by TPI. The Trus Phtc Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and DeE Ratio: L/240 TC: L/240 TpS . 0 Version T6.2.3 Paper Associ�ion (APPA) is located at 1111 Will Strcct. N1V, Ste 8o0, Washington. DC 20036. TOTAL 37.0 psf 4-5 -2709 .01 .42 .43 Bc FcRCE AXL END CSI 6-7 3184 .27 .26 .53 7-8 3222 .32 .15 .47 8-9 3222 .32 .15 .47 9-10 3184 .27 .26 .53 VIEB FUZCE CSI �En F= CSI t 2-7 85 .03 9-8 -1074 .74 2-8 -1074 .74 4-9 85 .03 3-8 2294 .83 MAX fEFI-EC17ICN (spare) . L/999 IN VEM 7-8 (LIVE) L -.21" D= -.2.8" T= -.49" ===== Joint Lo-zticrs ===== .1. 0- 0- 0 6 0- 0- 0 11 6- 4- 5 7 6- 4- 5 3 12- 6- 0 8 12- 6- 0 4 18- 7-11 9 18- 7-11 5 25- 0- 0 10 25- 0- 0 Truss ID: D2 Qty: 11 Plating spec : AmI/'I'PI - 1995 THIS E23IGN IS THE CUAPOBrIE RESCILT OF hLRTIPIE LOAD CASES. BEAR11r. iI5 shoat are based CNLjY on U-te truss material at earn b-ring- TcaAFA for 10 PSF rrn-c=r=n17erIt BCL, - RA= HASID CN UEEN UMBER VAUIES. 6-46-4.5 6-141 6-1-11 6-4-5 6-4-5 12-6-0 18-7-11 25-0-0 12-6-017-6-0 1 2 13 4 5 F-1 00 10.001 124-6 Il -5 8 650 L-6.50 1) i18 12-0-8 • 6 7 8 9 111 6-4-5 6-1-11 6-1-11 6-4-5 6-4-5 12-6-0 18-7-11 25-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Dri,vgX001 165188-009, UPLIFT RFAcTICN(S) : sit 1 -110# REP.LTICN(S) - 94:p=t 2 8594 This truss is designed usirs3 the LBC -97 Code. Bldg Ehcicsed = Yes, &-id Zone = No airmcarue/Ooe L1ne = Ncl , �g Cay = C Bldg - 80.00ft, Bldg width = 50.00ft, Mea �h=;cht = 25.41ft, MFH = 80 Classification= 4, Dead Lced = 21.0 psf I r �7 t G ap,OF _SS/Cti, 11-10-14 fill' L Q� �?%C'ytT lz rn _1 o. C04 17 p TO -4-13 XP. 12/3,1/02 6/14/2001 Scale: 1/8" - 1' ® WARNING 7ead all notes on this skeet and give a copy of it to the Erecting Contractor. TBP: 66.7 WT: 106 # coo: 1150 -FB This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds : SB #LC - 10 FRANK BLECBA verified by the component manufacturer and/or building designer prior to fabrication. The building designer most asceitrin that the Irxtds utilized on this g� BL U SAR MFG design meet or exceed the loading imposed by the local building code and the p:dicular appliaiti"n. The design assumes 11cd the lop chord is LdcmllY TC Live 16.0 paf DurFaes L=1.25 P=1.25 braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing m:dcrcd directly atuiched, unless otherwise noted. TC Dead 14.0 s f Re Mbr Bnd 1.15 ®LLC Bracing shown is for lateral support of components memhe" "Illy to reduce buckling Icnglh. This component sludl not be pUced in any environment that P P will cause the moisture content of the wood to exceed 197 and/or cause connector phic corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 'I'lt 11S�YAL SY>-ruos accordance with the following standards: 'JOIN'T DETAII S', by'rrms„ml, 'ANSI/TPI I', 'W'fCA 1' - Wood Truss Council of America Standard Design 4445 Nonhp:-,k* Ur.. Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAI, I'LA'I'P_ f;ON'NEC"flip WOOD TRl1SS1iS' - (11111-91) and 'NIB -91 BC Dead 7.0 psf Design Spec UBC -97 SUMMARY SHEET" by TPI. The Trus Phtc Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and DeE Ratio: L/240 TC: L/240 TpS . 0 Version T6.2.3 Paper Associ�ion (APPA) is located at 1111 Will Strcct. N1V, Ste 8o0, Washington. DC 20036. TOTAL 37.0 psf job Name: BLECHA R EM X -ILC REACT SIZE REI:?'D 1 0- 2-12 888 5.50" 1.50" 2 20- 2-12 809 5.50" 6.50" TC F= AXI, END CSI 1-2 -2343 .11 .42 .54 2-3 -2505 .00 .43 .43 3-4 -1217 .02 .31 .33 4-5 -1170 .00 .31 .32 IDENCE TC 2x4 DFL #1 & Btr. BC 2r6 DFL #2 2x4 DFL #1 & Btr. 6-7 TFm 2x4 LFL SD*EARD IDC£ 2x4 LFL #1 & Btr. Toad -d for to PSF r=-ccrx=ertt Er'77, PLATIty; BASED CN GREEN ILNEER VALUES. IC FQ2CE AXI, END CSI 7-6-6 16-6-10 20-5-8 1 6-7 2672 .09 .30 .39 frame plates are positioned as shown above. 7-8 767 .05 .31 .36 8-9 1284 .08 .31 .40 9-10 1281 .12 .06 .18 verified by the component manufacturer and/or building dcsigucr prior to fabrication. The building designer must iscerain that the loads utilized on this the loading imposed by the local building code and the pancuLar application. The design assumes that the top chord is Literally [AFB KFICE CSI [EB I. CSI i 2-7 -539 .12 4-8 7332 .08 a 3-7 2393 .89 4-9 -203 .02 3-8 580 .20 M" LEFI.ECrICN (spin) L/999 IN MEM 7-8 (LIVE) 1, -.14" D= -.1.8" T= -.32" Joint Lrxaticns ==== 1 0-0-0 6 0-0-0 7- 4-10 7 7- 6- 6 _1 12- 6- 0 8 16- 6-10 4 18- 0- 0 9 18- 0- 0 5 20- 5- 8 10 20- 5- 8 10-9-13 3-6 =(1-4-13 Z Truss ID: D3 Platirg spec • 1MI/IPPI - 1995 THIS IFSICN IS THE GavIRZITE RFS(= OF M MELE LOAD CASES. EEP.RI1,Z R9,UIl�TIENIS sho,n are based QTLY an the truss material at each hear= -g. PLATE VALUES PER ICBo 11FSEP%K M� #1607. sat ksacan7 is(by others) to prevent rctatiWtc pp See HIB -91 nazi ANSI/'I'PI 1-1995; 10.3.4.5 and 10.3.4.6. 7-4-10 5-15-1-( 5-6-0 9-4-10 12-6-0 18-0-0 12_6_0 ,3 7-11-8 4 5; I 1� -10.001 9=43 R5-7 43 1.5-3 4-4 3-7 4-4 .8 I 2.5-1.5-4 n 4-0-0 1 6.79 7-0-14 a lf� 12-11-2 r 20-5-8 11-10-14 TO -2-3 4, HIP 4-0-0 1 8 Drwg: (:VUI 1651 00-u I u UR= Q1cs)79# cru 11 s`truss 2 717# This is designed using the TBC -97 Oxle. Bldg EYrlosed = Yes, Ehd Z=ne = No Hnrlcaae/ocean Litre = No ,Category atego y = C Bldg Length80.00ft, Skid Phdth = 50.00ft, Mir roof height = 25.41ft, MEii = 80 Claasificatirn = 4, Dead Load = 21.0 psf ----- ----LEAD CASE #1 IESICN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc ILt/'IL TC Vert 60.0 0- 0- 0 60.0 20- 5- 8 .53 i BC Vert 14.0 0- 0- 0 14.0 20- 5- 8 00� Hype Lbs X.Loc U,/TL b IC \fat 42.5 9- 6- 0 .43 4s, TC Vert 42.5 15- 6- 0 .43 �• 1 4f fi 6 7 8 9 10 7-6-6 9-0-4 .3-103-1014 .. a 6/14/2001 7-6-6 16-6-10 20-5-8 1 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or Scale: 1/8" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend all notes A this sheet and give a cop)' of it to the Erecting Contractor. TBE: 57.3 WT: 96 # WO: 1150 -FB This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: I Customer Name: in accordance with the current versions of T111and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beDa g� SB #LC 10 FRANK BLECFA BL U SA R MFG verified by the component manufacturer and/or building dcsigucr prior to fabrication. The building designer must iscerain that the loads utilized on this the loading imposed by the local building code and the pancuLar application. The design assumes that the top chord is Literally TC Live 16.0 paf DurFacs L=1.25 P=1.25 LLC design meet or exceed braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing showtt.is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 s f P Re Mgr End 1.0.0 P will cause the moisture content of the wood to exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf 'O. C. Spacing 2- 0- 0 TRUtiWAL "Wl'Exig accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design 'HIB BC Dead 7. 0 of p Design Spec UBC -97 44.15 Nortbpnrk Dr.. Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET'.by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/240 TC: L/240 TpS. 0 Version T6.2.3 Paper Association (AFPA) is located at 1111 191h Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 paf ob Name: BLECHA RESIDENCE Joint Lcratiazs =_- 0- 0- 0 15 0- 0- 0 2 4- 0- 0 16 4- 0- 0 3 5- 4- 0 17 5- 4- 0 4 6- 8- 0 18 6- 8- 0 5 8- 0- 0 19 7- 6- 6 6 9- 4- 0 20 8- 0- 0 7 10- 8- 0 21 9- 4- 0 8 11- 9- 0 22 10- 8- 0 9 12- 6- 0 23 11- 9- 0 10 13- 9- 8 24 13- 9- 8 11 13- 3- 0 25 13- 3- 0 12 15- 1- 8 26 15- 1- 8 13 16- 5- 8 27 16- 5- 8 14 20- 5- 8 28 20- 5- 8 TC 2x4 EEL #1 & Btr. BC 2x4 rFL #1 & Btr. Com, ELK 2x4 EFL Sly pLA3E VALLES EM ICBD mM*KH ILII' #1607. Leaded fcr 10 PSF nen-mtaaze'tt BaI. <it is assured that cyte face of this truss < is sheathed with pl CSB, wood baud < siding or eidirtg. If rat, < ad3itia-al loads mast bee�bccmid red on < use adequate stades ?or gable blocks. lateral See &hle bracing d�etaa.l(a) . Lateral 1 in line with tate a=dIs have nrot beat oamiderred unless noted ctlx=wise. ['These leads aryl theiY c=)ecticns are the resixmibility of the b n-ldirg designer. Truss ID: D4 W Plating spec • ANSI/TPI - 1995 'THIS LESICN IS THE Ct7"IICSTIE RESULT OF nuiFLE Lao CAA - 1 IIISLJffe ENIS sY cvaz are leased Cf7[ Y ai the truss rt>ataial at eadr bearing. FLA= BASED CN C EEN LUEER VAUES. 4-0.0 , 44-0-00 3-9-0 x,3.4-8 ?-4-0 4-0-0 8-0-0 11-9-0 15.1-8 20.5-8 12_(t_p i 7-11-x 1 2 3 4 5 6 7 x9 1011213 14 1�0 00 _10 U0, 7.11 0_";4x 6.79 7-0-14 t 1� r 12-11-2 20 -s -x 15 16 17 18120 21 22 23 217526 27 28 4=0.0 13.6-6 4.2-10 �3-4.8 5.4-0 1 4-0-0 7.6-6 11-9-0 15-1.8 20-5-8 T)TICAL I'LATE I.5-3 ,r Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are ositioned as shown above. 1 Drim GVU1 165 1 t$t$-V I 'This truss is designed using the LBC -97 C -de. Bldg Enclosed = Yes, End Yate =Ido awAcatne/(bean Line = No ,Categ;n:y = C Bldg LerrIth = 80.00ft, Bldg width = 50.00£[, Mean roof height = 25.41ft, MPH = 80 CLassificaticn = 4, Dead Lid = 21.0 psf v 4; 11-10-14 T0_2_3 4 HIP 4.0.0 LU Cr 1 ¢ J N . C04., 82 xp, 1213.1 /U2 o>_ CW. . _o�\P t OVER CONTINUOUS SUPPORT 6/14/2001 Scale: 1/8" 1' B L U SAR MFG i. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not miss system. It has been based on specifications provided by the component manufacturer and done in aecord:mce with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized r this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 66.7 WT: 107 # Qyk: De : SB #LC - 10 s� w0: 1150 -FB Customer Name: FRANK BLECSA TC Live 16.0 psf DurFaee L=1.25 P=1.25 LLC braced by the roof or floor sheathing and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 s f P Re Mbr Bnd 1.15 P ® Bracing shown is for lateral support of components members only will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 pef Design Spec UBC -97 4445 Northpark- Dr.. Cele Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 - SUMMARY SHEET! by TPI. The. Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 37.0 Den Ratio: L/240 TC! W240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, Nr%V, Ste 800, Washington, DC 20036. pef e a: TABLE OF CONTENTS TOC --------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01 11:34:11 Project Address........ 194 Obert Drive *******------------ =__; ------ Bangor, ----------=-=------ Bangor, CA *v6'.00* 01 1213 Documentation Author... Robert Heaton Architect ******* Buildin Permit # Robert B. Heaton Architect �•01 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/.Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. --------------------------------------------------- ---------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -TOC User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence -------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R.........'....... 1, FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING ............... 13 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Blecha Residence Date..05/21/01 11:34:11 Project Address........ 194 Obert Drive ******* --------------------- Bangor, CA *v6.0O* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 4284 Reith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.0O for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1836 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 22.5 % of floor area Average Glazing U -value.... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.3 Average Ceiling Height..... 9.2,ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ small ,------- !Wood -------- R-17.8 -------- R-0 -------------- R-17.;8 0.065 ------------------------ Floor Wood R-19 R-0 R-19 0.037 Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 To Outside FENESTRATION Over - Area U- Interior Exterior. hang/ Orientation -------------------- (sf) ----- Value ------ SHGC Shading --------------------- Shading Fins Window Front (E) 16.0 0.340 0.290 Standard -------------- ----- Standard Yes Window Front (E)• 30.0 0.340 0.290 Standard Standard None Window Window Left (S) Left (S) 9.0 16.0 0.340 0.340 0.290 Standard 0.290 Standard Standard None St, rd " ( Tone Window Left (S) 16.0 0.340 0.290 Standard Sta Nof}e,, Window Left (S) 16.0 0.340 .0.290 Standard Standar ® None Window Back (W) 20.0 0.340 0.290 Standard St �ikorie- Window Back (W) 15.0 0.340 0.290 Standard Standar Ro,,on Window Back (W) 9.0 0.340 0.290 Standard Standard .iTe n OF COMPLIANCE:' RESIDENTIAL Page 2 CF -1R y Lle.......... Blecha Residence Date..05/21/01 11:34:11 �r'''4�2OPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM CF -1R '�_Z;_MP1902 User -Robert B. Heaton Architec Run-Blecha Residence _---------------------------------------------------------------------- FENESTRATION ----------------------------------------- atems in this section should be documented on the pla** installed to manufacturer and CEC specifications -,verified during plan check and field inspection.MPST-of F, *** Aft P img incorporates a Housewrap/Air Infiltration Retard�e=n 1'1- �W��' Over - Area U- Interior Exterior hang/ ��rsn --- ( sf ) Value SHGC Shading Shading Fins ---------- �ack (W) ----- ------ 64.0 ------ 0.340 0.290 --------------- Standard -------------- Standard ----- None hack (W) 15.0 0.340 0.290 Standard Standard None Sack (W) 9.0 0.340 0.290 Standard Standard None hack (W) -26.0 0.340 0.290 Standard Standard None hack (W) 12.0 0.340 0.290 Standard Standard None hack (W) 12.0 0.720 0.730 Standard Standard None Wight (N) 16.0 0.340 0.290 Standard Standard None Right (N) 16.0 0.340 0.290 Standard Standard None eight (N) 16.0 0.340 0.290 Standard Standard None Wight (N) 16.0 0.340 0.290 Standard Standard None might (N) 64.0 0.340 0.290 Standard Standard None SLAB SURFACES ------------- Area Slab Type ---------------- (sf) ------ Standard Slab 1220 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat re Efficiency Location R -value Leakage Manual D Type -- ------------ 0.800 AFUE ------------ Attic ---------------- R=4.2 --------- No No ------- Setback 10.00 SEER None R-n/a n/a n/a Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value. Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- atems in this section should be documented on the pla** installed to manufacturer and CEC specifications -,verified during plan check and field inspection.MPST-of F, *** Aft P img incorporates a Housewrap/Air Infiltration Retard�e=n 1'1- �W��' CERTIFICATE OF -COMPLIANCE:, RESIDENTIAL Page 3 CF -1R Project Title........... Blecha Residence Date..05 21 01 11:34:11 -------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence I ------------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ---- - ------------------------------------ This building incorporates non-standard Duct Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. *** This building incorporates non-standard Duct Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. REMARKS ' House is entirely wrapped with TYVEK housewrap. House has full interior surface vapor barrier. litio V Mse.� 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Blecha Residence' Date..05/21/01 11:34:11 -------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- COMPLIANCE STATEMENT ------------------- This certificate of compliance lists the building features -and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Frank J. Blecha Name.... Robert Heaton Architect Company. Owner Company. Robert B. Heaton Architect Address.' 194 Obert Drive Address. 4284 Keith Lane Bangor, CA 95914 Chico, CA 95973 Phone... (530) 679-0747 Phone... 530-343-8038 License. n/a Signed.. B.y� 00fiigned. -/2(/1 (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) ,�,;It `,O MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------------- Project Title.......... Blecha Residence Date 05/21/01 11:34:11 Project Address........ 194 Obert Drive *******--------------------- Bangor, CA *v6.00* Documentation Author... Robert Heaton Architect ******* Robert B. Heaton Architect 4284 Keith Lane Chico, CA 95973 530-343-8038 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.00 Building Permit # Plan Check / Date Field Check/ Date for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence 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(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer s labeled.R-Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- e� ment r *150(d): Minimum R-13 raised floor insulation in framed floors. :150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. -Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comply with Volt' COW -Y Gas ApplianceMAEUNG DEPAF; �. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ---------------------------------------------------------------------=--------- ------------------------------------------------------------------------------- Project Title.......... Blecha Residence ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..05/21/01 11:34:11 MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 4/1 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified_by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 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 sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL1.81A, 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 isused in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space hav VJfLW either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off'VE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page.? MF -1R -------------------------------------------------_------------------------------ Project Title.......... Blecha Residence Date..05/21/01 11:34:11 --------=----------=----------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B'. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- 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 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. 1/ 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. LM"b "- NG DEi�Ai_"; � � - . COMPUTER METHOD SUMMARY Page 8 C -2R ------------------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01 11:34:11 Project Address........ 194 Obert Drive ******* --------------------- Bangor, CA *v6.00* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence --------------------------------------------------------------------------- --- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ------------------------ Design ---------- Design ---------- Margin = ---------- - = Space Heating.......... 20.02 18.76 1.26 = = Space Cooling.......... 10.10 11.29 -1.19 = = Water Heating.......... 13.77 12.42 1.35 = - = Total -------- 43.89 -------- 42.47 -------- - 1.42 = *** Building complies ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1836 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E): Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones.— Conditioned Volume.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 1.6933" cf 1220 sf 22.5 0 of floor area. 0.35 Btu/hr-sf-F 0.3 9.2 ft RE COLWi-v R-RO NG ®EPAR*Tmp,. APP VJ COMPUTER METHOD SUMMARY Page 9 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01 11:34:11 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence - ------------------------------------------------------------------------------ Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall' 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Floor 19 Roof 20 Door 21 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1836 16933 1.00 Yes Setback 0.0 Standard Housewrap OPAQUE SURFACES Area U- ------------ Insul Act Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ----------------- 104 0.065 17.8 90 90 Yes W.19.2X6.16 20 0.065 17.8 90 90 Yes W.19.2X6.16 140 0.065 17.8 90 90 No W.19.2X6.16 98 0.065 17.8 90 90 Yes W.19.2X6.16 160 0.065 17.8 90 90 Yes W.19.2X6.16 28 0.065 17.8 90 90 No W.19.2X6.16 32 0.065 17.8 180 90 Yes W.19.2X6.16 44 0.065 17.8 180 90 No W.19.2X6.16 127 0.065 17.8 180 90 Yes W.19.2X6.16 161 0.065 17.8 180 90 Yes W.19.2X6.16 32 0.065 17.8 180 90 No W.19.2X6.16 132 0.065 17.8 180 90 Yes W.19.2X6.16 100 0.065 17.8 270 90 Yes W.19.2X6.16 300 0.065 17.8 270 90 Yes W.19.2X6.16 92 0.065 17.8 270 90 Yes W.19.2X6.16 152 0.065 17.8 '0 90 Yes W.19.2X6.16 160 0.065 17.8 0 90 Yes W.19.2X6.16 200 0.037 19 n/a 0 No FC.19.2X8.16 736 0.025 38 n/a -0 Yes R.38.2X4.24 Attic 20 0.330 0 90 90 Yes None Solid Wood 20 0.330 0 90 90 No None Solid Wood Surface . ------------ HOUSE 22 SlabEdge PERIMETER -LOSSES --------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 134 0.760 R-0 No To Outside JU t -TE COV NWING DEPARTMPI.: COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Blecha Residence Date..05 21 01 11:34:11 ----------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOUSE ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (E) 16.0 0.340 0.290 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 30.0 0.340 0.290 90 90 Standard/0.76 Standard/0.68 3 Window Left (S) 9.0 0.340 0.290 180 90 Standard/0.76 Standard/0.68 4 Window Left (S) 16.0 0.340 0.290 180 90 Standard/0.76 Standard/0.68 5 Window Left (S) 16.0 0.340 0.290 180 90 Standard/0.76 Standard/0.68 6 Window Left (S) 16.0 0.340 0.290 180 90 Standard/0.76 Standard/0.68 7 Window Back (W) 20.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 8 Window Back (W) 15.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68- 9 Window Back (W) 9.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 10 Door Back (W) 64.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 11 Window Back (W) 15.'0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 12 Window Back (W) 9.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 13 Window Back (W) 26.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68 14 Window Back (W) 12.0 0.340 0.290 270 90 Standard/0.76 Standard/0.68. 15 Window Back (W) 12.0 0.720 0.730 270 90 Standard/0.76 Standard/0.68 16 Window Right (N) 16.0 0.340 0.290 0 90 Standard/0.76 Standard/0.68 17 Window Right (N) 16.0 0.340 0.290 0 90 Standard/0.76 Standard/0.68 18 Window Right (N) 16.0 0.340 0.290 0 90 Standard/0.76 Standard/0.68 19 Window Right (N) 16.0 0.340 0.290 0 90 Standard/0.76 Standard/0.68 20 Door Right (N) 64.0 0.340 0.290 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang-- -- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ---- ---- ----------- HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 16.0 4.0 4.0 8.0 0.5 10.0 7.0 10.0 14.0 9.0 n/a n/a n/a SLAB SURFACES Area Slab ---------------- Type (sf) ------ HOUSE Standard Slab 1220 tAJ rTE WL941 V COMPUTER METHOD SUMMARY Page 11 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01 11:34:11 --------------------=---------------------------------------------------------- MICROPAS6 v6.00• File-BLECHA Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non\-st Because a non -default duct conf1 leaks in the air distribution s with cloth backed rubber aoe ive in combination with mastic d dra Duct Location. ration is specified, em connections shall not be sealed uct tapes unless such tape is used. ands. HERS REQUIRED VERIFICATION *** Items in this ction re c eld testing and/or *** *** verification by a c ified home energy rater under *** *** the supervis.io- CEC-approved HERS provider using *** *** CEC approv testing d/or verification methods. *** This building inC rporates non-st Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive -duct tapes unless such.tape is used in combination with mastic and drawbands. rTE COUNIV PJILWNG ®EPQiH1'VE_ ^ *L Minimum Duct Duct Tested Duct ACCA Duct System Type ---------------- Efficiency Location ------------------------- R -value ---------------- Leakage Manual --------- D Eff ------- HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.767_ NoCooling 10.00 SEER None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System ------------------- ------ Factor -------- (gal) ------ R -value ---------- ------------ 1 Storage ----------- Gas Standard 1 0.58 50 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 *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non\-st Because a non -default duct conf1 leaks in the air distribution s with cloth backed rubber aoe ive in combination with mastic d dra Duct Location. ration is specified, em connections shall not be sealed uct tapes unless such tape is used. ands. HERS REQUIRED VERIFICATION *** Items in this ction re c eld testing and/or *** *** verification by a c ified home energy rater under *** *** the supervis.io- CEC-approved HERS provider using *** *** CEC approv testing d/or verification methods. *** This building inC rporates non-st Location. Because a non -default duct configuration is specified, leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive -duct tapes unless such.tape is used in combination with mastic and drawbands. rTE COUNIV PJILWNG ®EPQiH1'VE_ ^ *L COMPUTER METHOD SUMMARY Page 12 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01 11:34:11 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File-BLECHA Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ----------------------------'--------------------------------------------------- REMARKS House is entirely wrapped with TYVEK housewrap. House has full interior surface vapor barrier. i HVAC SIZING Page 13 HVAC ------------------------------------------------------------------------------- Project Title.......... Blecha Residence Date..05/21/01.11:34:11 Project Address........ 194 Obert Drive ******* --------------------- Bangor, CA *v6.00* Documentation Author... Robert Heaton Architect ******* Building Permit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 ------ - -------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 x6.00 File-BLECHA Wth-CTZ11S92 Program -HVAC SIZING User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence - ------------------------------------------------------------------------------ GENERAL INFORMATION ------------------- Floor Area ................. 1836 sf Volume........ ........... 16933 cf Front Orientation.......... Front Facing Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range......... ..... 37 F Interior Shading Used...... No Exterior Shading Used..:... No -Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 25562 Latent. Load...................... n/a Minimum Total Load 25562 90 deg (E) Cooling (Btuh) 3978 3769 7190 '2920 2550 0- 20408 4082 24489 Note: The loads shown are only one of the criteria affecting fi�e�.„,, c 4�n of HVAC equipment. Other relevant design factors sucht°" ow requirements, outside air, outdoor design temperatuest cs,,> ng�,��r.^ availability of equipment, oversizing safety.margin, ebt�1so�': be considered. It is the HVAC designer's responsibility ,, tos-,. Heating j Description (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 10551 Glazing Conduction................. 5799 Glazing Solar .................... n/a Infiltration ..................... 6888 Internal Gain.. ......... ........ n/a Ducts......... ............. ...... 2324 - Sensible Load .................... 25562 Latent. Load...................... n/a Minimum Total Load 25562 90 deg (E) Cooling (Btuh) 3978 3769 7190 '2920 2550 0- 20408 4082 24489 Note: The loads shown are only one of the criteria affecting fi�e�.„,, c 4�n of HVAC equipment. Other relevant design factors sucht°" ow requirements, outside air, outdoor design temperatuest cs,,> ng�,��r.^ availability of equipment, oversizing safety.margin, ebt�1so�': be considered. It is the HVAC designer's responsibility ,, tos-,. HVAC SIZING Page 14 HVAC Project Title.......... Blecha Residence Date..05 21 01 11:34:11 ----------------------------------------------------------- MICROPAS6 v6.00 File-BLBCHA Wth-CTZ11S92 Program -HVAC SIZING User#-MP1902 User -Robert B. Heaton Architec Run-Blecha Residence ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. 13 0 ANG XPAH -1 N! r� �'F .V D • RESIDENTIAL PLAN REVIEW GiTIDE . . SINGLE FAMILY, DUPLFXAND MISCELLANEOUS ONLY Owner: (_ Building Permit Number: Plans Examiner. f'n-�i A. P. Number. GENERAL: - ....... 1. Zoning requirements — (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work on the application. 5. Existing violations on the property. ... . 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building. Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). ' Skylights (Uniform Building Code section 2409 & 2603.7). J3 Glazing in Hazardous locations (Uniform. Building Coda section 2406). . Required room sizes and ceiling heights (Uniform Bui'ldi'ng Code section 310.6). GFC1 in baths, garage, kitchen; wet bar, and wdeiior ioceptacles (NEC 210). Prohibited locations of gas water heateis (UniForai'Phimbiag Code 509& 1213.5). Prohibited locations of gas heating egnip (UnM& Mechanical Code 304.5). }A'. Garage fimall separation - re tired oii garage side meTudmg supporting walls and posts (Uniform Building Code section 302.4 exception #3): ,l . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). . Water closet clearances (Uniform Plumbing Code 408.5). , A. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: v/1. Conventional construction — nusually shaped buildin (Uniform Building Code section 2320.5.4). /Standard bracing or engineer esi ui ding Code se6don 2320.11.3). ()Clerestory requiring balloon framing and/or engineering. . flbree story building requiring engineered calculations and plans. oundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9.: RaBer ties or bearing ridge beam. irep . construction details and calculations if necessary. Garage door header size(s). 2. Potch header size(s). tad heights. . Expansive soil — special foundation design required. 15. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes. . 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1606).- Guardrails 006):Guardrails (Uniform Building Code section 509). 3 Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster— weep screeds (Uniform Building Code section 2506.5). Rogfpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). - - - Itnof covering'type = (fire hazard). Foam insulation —protection. 36".halls and stairways (Uniform Building Code section 1004.3.3.2). Two_exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 1 ,Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). 11: Attic access and ventilation (Uniform Building Code section 1505). AJn �uQQ,�i �cr-rL C Combustion air for fuel burning appliances — LPG requirements. Sound requirements. (�4.nergy design compliance and supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. ZS d c, 17.. ding Permit requirements: o 17.1, SRA. . Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Peiznit conditions. ' - 17.6. Sub -Standard Housing letter. ' A t/v V Page 2 of 2 V tfar �e T►e%5s s L/ ry ov r S tt�e r v A L,AT( d 1� 5 . #=70 yZ OV A RIF t G V+T_ CSI\.) V S g- C_eV_E S TbV2-y 67 40� 1°71 SCv Iii 06/05/2001 14:02 9169656234 LORI K CAMPBELL PAGE 01/03 ► ST— RUCTURAL ENGINEERS ASSOCIATION OF CENTRAL CALIFORNIA. CJ1LIPpRNµ Tuesday, June 12, 2001 Prow; Lessons from the India Earthquake J.P. Singh will enlighten us concerning the seismotechtonics, ground motions, liquefaction, later4l spreading; and performance of dams and port facilities. Professor Eduardo Miranda will present data on engineered buildings, non -engineered buildings, industrial facilities, bridges, and historic monuments. The India'earthquake devastated a vast area. Lessons from this event are of interest to all structural engineers. Red Lion's Sacramento Inn Social 5:30 p.m. 1401 Arden Way Dinner 6:30 p.m. Sacramento, California'- Program 7:30 p.m. Menu: Sliced New York Strip Steak with Zinfandel Sauce $20.00 per person for Advance Reservations Do not mail checks, please pay at the door $25.00 for Walls -ins $10.00 for Full-time College Students Reservations: Make your advance reservation by 5:00 p.m., Friday, June 8, 2001 with Lori Campbell by phone at 916-965-1536 or FAX 916-965-•6234. We are unable to guarantee walk-ins'a meal. ;Please make your reservations early. Note: Individuals who make reservations but do not attend will be chamW if t e attendance does not meet Restaurant guarantee. • i Continuing Education Credit: SEAOCC awards continuing education units, a nationally recognized means of recording noncredit study. Many employers accept CEU's as evidence of commitment to career advancement and maintenance of professional competence. Dinner Meeting = .01 CEU or 1.0 PDH SEAOCC DINNER RESERVATION FORM: JUNE 12, 2001 MEETING Advance Reservation Due: 5: 00 p.m. - ,Friday, June 8 Name: Company: Phone: FAX: FA&PhoneAKail Reservation to: SEAOCC FAX 916-965-6234 or Phone 916-965-1536 P. O. Box 2590, Fair Oaks, CA 95628-9590 Total "please post'' 58��NmrN 6 x $20.00 = $ x$20.00 =$� VerticalTechnology Xr Engineering 3650 Morrow Lane, Chico, CA 95928 eC Ph. (530) 899-8716 Fax (530) 899-0688 A AA Email MDHPE@cs.com Structural Calculations Client: Frank Blecha Project: Blecha Residence 194 Obert Dr. Location: Bangor, CA 95914 APN: 028-170-171-000 '2 7A ) v < 'Wigt ' pEPARTMF oFGA�,�� p POS F. Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. ►" VERTECH ENGINEERING PROJECT: 5/9/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18 -I -A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-5". C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP W OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 ''/z" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: W J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. 2 VERTECH ENGINEERING PROJECT: 5/9/01 L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 7' OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMING/LUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6'-0" O.C. U.N.O. AND 1'-0" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 1) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-B GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 4X12 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5-0", (2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE T&G APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6" EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23 -II -B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. VERTECH ENGINEERING PROJECT: 5/9/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BEA MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. VERTECH ENGINEERING PROJECT: 5/9/01 7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-3.07 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. 1) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. LOGS/CUT TIMBERS A) LOGS SHALL BE DELIVERED WITH CERTIFICATIONS AND STAMPED BY GRADING AGENCY. B) LOG STRUCTURAL VALUES SHALL BE AS FOLLOW: LOG SPECIFICATION Fb(psi) Fv(psi) FCII(psi) FCT(psi) E(psi) DF(N) #1/PREMIUM 1500 90 1000 600 1500000 ESLP PREMIUM 950 65 600 320 1100000 ESLP WALL LOG 550 65 350 320 900000 C) STAGGER WALL SPLICES SO AS TO PROVIDE LAP WITH LOG BELOW WITH (4) LAGS EACH SIDE OF SPLICE. D) USE (1) LOG HEADER MINIMUM WITH NO SPLICE OVER OR WITHIN 2'-0" OF OPENING. E) DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. F) LAG SCREWS SHALL BE PROVIDED IN LOG WALLS AND LOG WALL ATTACHMENTS AS FOLLOWS: ''/2" DIAMETER LAG SCREWS: USE'W DIAMETER LAG SCREWS WITH'/z" MINIMUM COUNTER SINK AND COMPRESSION SPRINGS FULLY COMPRESSED AT EACH LAG, AT 48" O.C. UNO. PRE -DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS: TOP LOG = W DIAMETER THROUGH. BOTTOM LOG = 15/64" DIAMETER A MINIMUM DEPTH OF 4-1/2". MINIMUM LAG EMBEDMENT = 4" G) WHERE THREADED ROD IS CALLED FOR IN ANY WALL, IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO MAINTAIN A SNUG FIT BETWEEN THE BOLT/WASHER AT THE TOP OF THE LOG AND THE TOP LOG FOR THE LIFE OF THE STRUCTURE. FAILING TO DO SO MAY RESULT IN EXCESSIVE DEFLECTIONS OF LOG WALLS DUE TO DESIGN LATERAL LOADS. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT VIeC�C� ENGINEER A VERTECH ENGINEERING PAGE S DATE S b I N 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Blecha Residence Date: 5/18/2001 Comments: Wind Speed: 75 mph Importance: 1 Exposure: B ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8 3 L. . e ward ........................... Wall .....................................................................................-4.5 ............................... -4.8 .................................. -5.2 .............. ................................................................................................................................................... Roof ............................................... Leeward or Flat Roof Win- w....ar.....d............f................................................ Roo.. Slope <2:12 2:12 to <9:12 .................................................................................... 9:12 to 12:12 ................................................................................ >12:12 .W.....i.n...d....P....a...r.a...l.l.e...l...t.o......R...i.d...g....e... ........................................... Method.B............................................. On Vertical Projected Area Structure <= 40' High ................................................................................... Structure >40' Hig Oh ...........H.oriz............ntal.....P.......r..ected Area o.j........................................... n.......................................... o ments a -6.3 ............................................................................................................ -6.8 -7.3 -6: 3 ...... -6.8 -7.3 ... ... ..............:8... 2.7 ....3.6.........................3:.9 . ... ........ ........................ -8.7 2.9 ............ . -9.4 3.1 ............................................................................................................ .........................4.2............. -12.5 .......................6............................6: 8......................... -15.5 -6.3 ............................................................................................................ 6.8 .:3 7.3............ 11.7 ........................................................................................................... 12.6 13.5 .........................:6 13.6 14.6 omponents not in areas -6.3 -6.8 -7. ......................... discontinuity Wall Elements All structures ........................................................................................................................................................ 1 0. 8 11.6 12.5 nclosed and Unenclosed Structures ....................................................................................................................................................................................................... -10.8 . ..........................1................... -11.6 -12.5 Partially Enclosed ...................................................................................................................................................................................................... -14.3 -15.5 -16.7 Parapet Walls ......t.................................................................................................................................................................... -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 ....................................................................................................................................................................................................... -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed SIop....<2:1................................................................................. -15:?... -16.5 -17.7 2:12 to 7:12 ...........................1......................................................................................................................................................................... .............................................................................. -14... 7... -15.5 7.8 -16... 8.3 >7:12 to 12:12 ...................................................................................................................................................................................... -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity .Wall Corners ..oof -o-.......a.......,... ..... -13.5 10.8 -14.5 11.6 -15.6 12.5 Eves..r......................i...d..,e's- .wit...h...- ........t....o...v...e-........hangs.......................... akes..or rges our ..................... .,............. .............................. Slope <212 -20.6 -22.3 -24.0 2:12 to 7:12 ...........................1..................................................................................................................................................................... ........................................................................................ -23.3 -25.2 -27.1 >7:12 to 12:12 ...................................................................................................................................................... -14.3 -15.5 -16... Slo a <2 12 at overhan s, cano ies .................................................9. -25.1 . -27.1 -29.2........... 1997 UBC Static Seismic Forces VerTech Engineering Project: Blecha Residence Comments: Date: 5/18/2001 Units: Kips & Feet (UNO) Zone = 3 Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 20 HEIGHT TO ROOF) Ct = =•020 FOR ALL OTHERS P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)' Max TB = 1.4*TA r= max element/story shear ratio 1<p<1.5 <1.25 for SMRF VEQ = (Cv*I*W)/(R*T) F - =1 Zone 0, 1.2 Ab= ground floor area of structure E - 0.07 T V (If T<.7, Ft=O) EQ: Cvl/RT = 0.5191 0.5195 V/W: VEQ = 49.2 49 V: Ft = 0.00 rR==Mwwm = 19ffLW6MNww-wrffl MIMIM V- -r I love- MAMA V- -r I love- 'PROJECT VI,ccy-)G -T VERTECH ENGINEERING PAGE ENGINEER .J DATE -5/c)) DESIGN OF G Loo G S R oo� D L_ CZ ooh- n 9 2.5 F s� Ply -i's > ram,k v --,c, s Tin s I Cre.tl;r,c� 2,5 l (o RooT LL 20 P� -(7 WGII UL 15 rs-r � looi- OL- 10 5 (� IooY LL HOFS 4- 5 C NAclss; 2nd yoo-�' - �IS(�I`:� �� �1.30C wall - 1(00 5 ' �(�S��s'-� -2) LA H S �3 ► l -I b 50) 23y lb n PROJECT U'n/EC�'1 C1 ENGINEER A -J - DESIGN OF La -k --x- o VERTECH ENGINEERING CA PAGE I DATE � OI P A� ► - i �� ' 10' C �2,(op, 006,(-�z (20 lo' 5 P Ps` 252 t1� (13 CIL 1q�.. - � -�z�' (`��)(12,� �s-�� = 1323 I�7� Iq - 101 (20i�� )�I2 �P��� = 2cD20IV, 0 5, p S. lblo o� 21'216 LA L4"P 'PROJECTLSI t(A)Ck VERTECH ENGINEERING PAGE ENGINEER AT DATE •Sv DESIGN OF L Col --mac_, G A,R - 9 ( 9190CD16 2 _ / U `� ►' Vo \tS y I. H C21�1 -V4, ) = -792 Ih 2 0' - C G ,Q 00 11: ) x--13 zQ , s 2, )_ C s , Goo (6) �., - C ►y • yam') ( 9 Do 16 ) �• y !--!--�-� --- ----- _ 3 S 5 16 — S Ld �i L 27 R - (m y ' • �--13 ') C G, G oo I L -D ) i, y 'PROJECT VERTECH ENGINEERING ENGINEER A PAGE 1 DATE 1 DESIGN OF L-CvVCX U 2�1 S7 mac) 6 _Zo�_'� l �I !.44 -L- s -L I i�Ll- rs (c CxD x-1,2 (2�I` �2` � ����►b) C� _ Wall :SeJ s-pvl E'c 1000, 0011 2 n c/ -f'lv o r- -cli ra l,�', • Q Y VVI i P , ?ROJECTVERTECHENGINEERING ENGINEER— A-1 DESIGN OF PAGE DATE OI A r.,, A 10016 (20boj) -I VL)) V\/ S c5 -2- 0 (5 2- 20) Ci 07-- ((D 2 c 1-2 -T TI S H Cb VV 520 ('-I'-11 CD) \N cl (0 w 2 I L-A -Z (--5 q(o (I 3S) I) w �� �) WW�70 1� co �lvvS \S u � � ®cam �b� . ,qb Q 1 VerTech Engineering Project: I��C��Y1R Page: Engineer: ps Dater sign of: Shear Walls Framing mel Shear Walls R t' A35 Sill ......................4057....................23.......................23.........................23............ esis ive _ ............... ................... 1.76......................6.........................2X............. ............. . 5/8" Dia. Sill A35 Clip ......................... Lateral Load Wall Length Attachment Length Attachment Length Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing Wall lbs fnl Ltt1 Ib/ft in size m in A,R 4410 �............................. �.........................154......................6.........................fix................... ....... 6.:��................... :�.............� :92...... ......................1080......................�..........................�............................ A� . ............_.. ....................... 9.........................19...........................0......................6........................�X...................6.:0�................x_6:8 ....... ......4.:09...... ......................2088..................._...9....................... B,.R 1.0......................10.........................10........................376...................... 19...................... 228......................4.........................�X....................5.:� 3.........................3X...................4.:03................. 6.................8.:�................ 4.:9...............1.:20.... x.:97...... ......................4340.....................?.9......................19......................... B,1 6247 18 18 18 347....... 3.......... 2X........ .... 3.41...... ....... .......... ...... ....5:3...... x.:30..... .C..R......................2722....................40.......................40.........................40.......................68.......................6.........................2X...................6:00 6255 _6.........................6............................6 ............... ........1043 ........ ........... 2/2.......... ............ 3X ........... ........x..:45.....................:8.... 27.1 6.61 ......................4057....................23.......................23.........................23............ ............... ................... 1.76......................6.........................2X............. ............. . ,6.00 ........................ I................. 10.5 2.55 ......................... .................................. ............................ ................................ 4.:4Z................. �:0......... ...... x.:70..... ....... .......................1323......................5..........................5............................_5........................265......................4.......:.................�X................I.. 2. R 30.6...................... 3.............................. ......................2722....................20.......................26.........................�6....................... 2,1 4410 �............................. ................................................................................................... ....... _......3.:...8.............._14.6 ............ �.:� 2... ............................................................ 3 R . ............_.. ....................... 3.4 ........ ......................1620......................3..........................3.............................3.........................540....................412......................3X....................2.:81.................. 1.0......................10.........................10........................376...................... 3.........................3X...................4.:03................. 4.:9...............1.:20.... .......................3762..................... 4: R 9.......................193.....................6.........................�X.................. 6.:O................9 :6...............2.:33.... ..............:.......367.......................?.9.........................9..........................� 4,1 6255 _6.........................6............................6 ............... ........1043 ........ ........... 2/2.......... ............ 3X ........... ........x..:45.....................:8.... ..... ......0:43... Engineering Project: QV-_erTech C��,C��1G Page: Engineer: F1" T Date: SID i Design of : Shear Walls Stability Overturning Overall Gravity OT OT Righting Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall (MILS u Lel (ft lb) (lb) u ' JM ft-Ib M L Lel .............................. ..............................50................10...............10800.............3675............1070................0........................0.......................0....................0....................0.......... ...... A,1 22. .150 ................................................................................................................................................................................................................................................. 14 29232 36300 -156 0 0 0 0 0 ..........0. R......................9...................50................10..............43400............27075..........1002.................0........................0.......................0....................0....................0.......... .............................. ............4...................50..................4..........68022 .............. :89......14700..........391.4................4...................... 4.................9435.........1200..........4589..... .C,R..................40....... 150 10 ......................................................................................................................................................................................0.....................0.......... 27220 120000 -2020 0 0 0 0 0 .......... C.,.1................... 21.................1.50............... 4.......... 30868:48......33075............. 52................10.:5.................. 14.............. 25930.........8269..........1761...... 1,13 .................................................................................................................................................................................................................................................. 150 10 6615 468.75 2477 0 0 0 0 0..................... 0 0.......... ..........2. R.......... ......... 20................�_50..............._10...............27220...........30000...............l.1.....................0......................_0.......................0.................... ....................0:......... ........................... ............1.5................1.50...................4...............61.740............16875..........3.1.04.................0....................... 0.......................0....................0....................0.......... 3,R....................3.................1.50................10...............16200 ......................................................................................................................................................................................0.......... 675 5198 0 0 0 0 0 .........3,1....................1.5................1.50................14...............52668:...........16875......... 2499................. 0....................... 0.......................0....................0....................0.......... 4,R 10 150 10 ..............43785..............675 18355 6768.75 ............14393................0 1291 0 .......................0......................o 0 0 ....................0....................0......... 0 0 4,1...... ...... 3 150 14 'PROJECT ENGINEER A VERTECH ENGINEERING PAG E) DATE i� PROJECT 3 P VERTECH ENGINEERING PAGE ENGINEER A7 DATE of DESIGN OF GY-oF i FIY2- C6 z `6 t 6 11-7& Ti Pco ISC �o C�,L B2 2,J M -- 532 -+ - 16 V = I(oto►6 2x�v D�Z-7 2 C 2n8 Poor L = 15' M ►gC.,16'b S2s016 S 0 C0.3 4�4 -1 5'iy X i 0 `/z LV L -Fv ,.b - 1H T4D = Imo` PROJECTI��.�> Q ENGINEER A 11> VERTECH ENGINEERING PAG E 4 DATE Beam Sizer Design Program VerTech Engineering Project: Blecha Residence Location: 2nd Floor Girder Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI_ 1.00 Fbe= 80443 RB= 3.2 Total Uniform Load Mmax Vmax EI Req'd Date: 5/9/2001 1.00 le= 2.1 Fb*= 2600 700 plf 19688 ft -Ib 5250 Ib ❑ Shear at d from face? 1276 *10^6 #-in^2 ❑ Valley Beam 0 :12 Select Beam Width 5.25 in 10 Member Psf 40 sf Microlam � � ORound � Horiz. Member 240 360 Fb' 2585 psi 15 ft Fv' 285 psi 14 ft 1 ft Height Required 11.5 in 1.00 A Req'd 28 in^2 0.99 S Req'd 91 in13 1.00 1 Req'd 560 in^4 1.00 Controlling Design LL Deflection 1.00 le= 2.1 Fb*= 2600 700 plf 19688 ft -Ib 5250 Ib ❑ Shear at d from face? 1276 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Blecha Residence Date: 5/9/2001 Location: 2nd Floor Joist Slope of roof Dead Load 0 :12 Live Load 1.5 in TL/LL Defl. Criteria (Ln Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length 240 360 CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 5462 RB= 11.7 Total Uniform Load Mmax 1 Req'd Vmax 1.00 EI Req'd Bending ❑ Valley Beam 0 :12 Select Beam Width 1.5 in 10 psf ❑ Round Member 40 psf DFL #1 Dimensional ❑� Horiz. Member 240 360 Fb' 985 psi 19.5 ft Fv' 95 psi 1.33 ft 1 ft Height Required 12.4 in 1.00 A Req'd 10 in^2 1.00 S Req'd 38 in^3 1.00 1 Req'd 131 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 996 67 plf 3161 ft -Ib 648 Ib ❑ Shear at d from face? 266 *10^6 #-in^2 Timber Beam Section Properties VerTech Engineering Fb Fv Douglas Fir Larch North #2 825 95 Dimensional Fb Fv Douglas Fir Larch North #1 1300 85 Beams and Stringers M=Fb'S, V=2/3'A`Fv B (in) H (in) A (in ^2) 1 (in ^4) S (in ^3) M (ft -Ib) V (lb) 2X4 1.5 3.5 5.25 5.36 3.06 211 333 2X6 1.5 5.5 8.25 20.80 7.56 520 523 2X8 1.5 7.25 10.88 47.63 13.14 903 689 2X10 1.5 9.25 13.88 98.93 21.39 1471 879 2X12 1.5 11.25 16.88 177.98 31.64 2175 1069 2X14 1.5 13.25 19.88 290.78 43.89 3017 1259 4X6 3.5 5.5 19.25 48.53 17.65 1213 1219 4X8 3.5 7.25 25.38 111.15 30.66 2108 1607 4X10 3.5 9.25 32.38 230.84 49.91 3431 2050 4X12 3.5 11.25 39.38 415.28 73.83 5076 2494 4X14 3.5 13.25 46.38 678.48 102.41 7041 2937 416 3.5 15.25 53.38 1034.42 135.66 9327 3380 6X6 5.5 5.5 30.25 76.26 27.73 3004 1714 6X8 5.5 7.5 41.25 193.36 51.56 5586 2338 6X10 5.5 9.5 52.25 392.96 82.73 8962 2961 6X12 5.5 11.5 63.25 697.07 121.23 13133 3584 6X14 5.5 13.5 74.25 1127.67 167.06 18098 4208 6X16 5.5 15.5 85.25 1706.78 220.23 23858 4831 8X8 7.5 7.5 56.25 263.67 70.31 7617 3188 8X10 7.5 9.5 71.25 535.86 112.81 12221 4038 8X12 7.5 11.5 86.25 950.55 165.31 17909 4888 8X14 7.5 13.5 101.25 1537.73 227.81 24680 5738 8X16 7.5 15.5 116.25 2327.42 300.31 32534 6588 8X18 7.5 17.5 131.25 3349.61 382.81 41471 7438 8X20 7.5 19.5 146.25 4634.30 475.31 51492 8288 10X10 9.5 9.5 90.25 678.76 142.90 15480 5114 10X12 9.5 11.5 109.25 1204.03 209.40 22685 ' 6191 10X14 9.5 13.5 128.25 1947.80 288.56 31261 7268 10X16 9.5 15.5 147.25 2948.07 380.40 41210 8344 10X18 9.5 17.5 166.25 4242.84 484.90 52530 9421 10X20 9.5 19.5 185.25 5870.11 602.06 65223 10498 10X22 9.5 21.5 204.25 7867.88 731.90 79289 11574 12X12 11.5 11.5 132.25 1457.51 253.48 27460 7494 12X14 11.5 13.5 155.25 2357.86 349.31 37842 8798 12X16 11.5 15.5 178.25 3568.71 460.48 49885 10101 12X18 11.5 17.5 201.25 5136.07 586.98 63589 11404 12X20 11.5 19.5 224.25 7105.92 728.81 78955 12708 12X22 11.5 21.5 247.25 9524.28 885.98 95981 14011 12X24 11.5 23.5 270.25 12437.13 1058.48 114669 15314 12X26 11.5 25.5 293.25 15890.48 1246.31. 135017 16618 12X28 11.5 27.5 316.25 19930.34 1449.48 157027 17921 12X30 11.5 29.5 339.25 24602.69 1667.98 180698 19224 12X32 11.5 31.5 362.25 29953.55 1901.81 206030 20528 PROJECT UICC.1 7Q ENGINEER A -T VERTECH ENGINEERING PAGE `. DATE Q Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322' 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 1 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 .0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Project: g� e LV1 Q Engineer: A7 Design of: Foundations VerTech Engineering Page: �-- Date: 5 O Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 12" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (alf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Project: �f(_%) CA Engineer: AT Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf VerTech Engineering Page: Date: 5ZZ) I Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumberjoists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. Project: lP c Vx Engineer: AT Design of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf VerTech Engineering Page: Date: O 1 Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 7 psf B.C. Dead Load = 9 psf Total Load = 36 psf Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". .2-7- fv1ARK 1,5,7,8) EDGE SHEATH- ALLOW-INAILINGT ILL!EMBED DIAM. X CLIP NOI'I:: j ( NAILING ING ABLEATEING W/ 7" SPACING (3,4) (2) LOAD (9) (10) #/FT, l2)6" 3/8" 220 I6d1/2" DIA. A35 8" O.C. 3'-9" O.C. 2'-0" O.C. A35 -_ 4 4" 3/8" 320 I6d 1/2" DIA. 3 5.5" O.C. 2'-6" O.C. 1'-4" O.C. I 3" 3/8" 410 16d 1/2" DIA. A35 _ (I I I '- 4.5" O.C. 2'-4" O.C. r-0- O.C. 2" I/2" 640 I6d 1/2" DIA. A35 _ ' / 2.5" O.C. 1'-6" O.C. 0'-8" O.C. 1 4" 3/8" 640 I6d 1/2" DIA. ' A35 _ 2 SIDES 2.5" O.C. 1'-6" O.C. 0'-8" O.C. A35 3" 3/8" 820 I6d 1/2" DIA. 2 SIDES 2" O.C. 1'-2" O.C. 0'-6" O.C. LTP4 _ -/ 2" 3/8" 1060 I6d 1/2" DIA. 2 SIDES 1.5" O.C. 0'-10" O.C. 0'-6" O.C. i NOTES: 1 • USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH FRAMING, PRESSURE TREA I D DF FOUNDATION SILL, STUDS AT 16" O.C. MAX, AND BLOCK ALL PANEL EDGES. '. USE APA RATED (24/0) SHEATHING, APPLY SHEATHING AND NAILING TO BOfl-1 SIDES OF WALL WHERE SHEATHING IS SPECIFIED "2 SIDES" 3. USE 8d COMMON OR 10d GUN NAILS (DIAM.=0.131"), FIELD NAIL AT 12" O.C. 4. EDGE NAIL AT TOP PLATE, SOLE PLATE, MUD SILL, ALL POSTS, AND STUDS WITH HOLD-DOWNS OR STRAPS ATTACHED EITHER TO TOP OR BOTTOM. 5. USE (12) 12d SINKER NAILS AT EACH SIDE OF TOP PLATE SPICES, U.N.O. 6. STAGGER SILL NAILING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIAM.) 1.0 AVOID SPLITTING WALL ELEMENTS. 7. ATTACH MULTIPLE STUDS WITH I6d SINKER NAILS AT 4" O.C. 8. STRAP TOP PLATES ACROSS BEAMS AND DISCONTINUITIES WITH ST6224 WITH I6d SINKERS 9. LOCATE (1) A.B. MAX 12" FROM END OF EACH PIECE AND USE 2"X2"X3/16 PLATI- WASHERS. 10. USE "SIMPSON" CLIPS OR ENGINEER APPROVED EQUAL. H. USE 3X NOMINAL FRAMING AT ALL PANEL EDGES AND STAGGER NAILING. 12. I6d SINKER SHANK DIAM. = 0.148", 20d COMMON SHANK DIAM. = 0.192" 13. USE 3X PRESSURE TREATED DF -L FOUNDATION SILL. i i I DBL. STUD AT EACH WALL END AND HOLD—DOWN— SILL PER SCHED i I d ° �J HOLD—DOWN PER PLAN, INSTALL PER MFR'S. RECOMMENDATIONS. FOUNDATION ADD (2) #4 HAIRPINS PER PLAN Ga AT EACH HOLD DOWN ° d ° o I-III—III-I a 11— 3" CLR. NOTE: I I I-III—III— THICKEN FOOTING AS REQ'D, FOR SSTB EMBEDMENT. i TYPICAL HOLD DOWN I i NO SCALE w121 26 SECOND LEVEL WHERE OCCURS PER PLAN / (12) 16d NAILS EA. SIDE OF TOP PLATE SPLICE, UNO PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8' MIN.— BLOCK AS REQ'D. AT ALL EDGES, TYP. \ (S) 16d NAILS Y AT LAPPED CORNERS �jll_�JL_ 3X STUD WHERE REQ'D PER SCHED. Y FOUNDATION PER PLAN —� TYPICAL SHEAR WALL ELEV. NO SCALE A.B. SIZE AND SPACING PER SCHED. x X wl2o Y / SILL NAILING PER SHEAR WALL SCHED: I I N \ BLOCK AS REQPER PLAN 'D UNDER `I{,\ INI ALL MULTIPLE STUDS �� RIM PER PLAN JOIST OR BLOCKING PER PLAN A35 SPACING PER SHEAR WALL SCHED.,, FLOOR TO FLOOR SHEAR WALL NO SCALE W123 w XAAA r ech Vertical echnology Engineering PO Box 282, Chico, CA 95927 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Frank Blecha Project: Blecha Residence Response to Plan Check Location: Bangor, CA G OwrrE CUUVIII I DMG DEPART N ., DDPnvF Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. g PROJECT BIeC %n VERTECH ENGINEERING PAGE • ENGINEER A DATE C� DESIGN OF Res Sej .V.o PI& �n e Pr ovi de CCAJ �,�la t oY,s o C Ove-,r�- s-A-u8s 11G c1ere5-�oY /ba,1cko�n -0- Qlrm�.ci WcAl I's " Lu = ly I to % O.C. spec►lnc� (�3'/Z' i,33') (1.30 (►� s�) +20 s -F;) _;_ -7331 P � 1 q� GV Ty p P 350 474-16 Se +e Q�-� caerir, —r vv1�, r C01 LA Vv, vll Oe W o vk-k- Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Blecha Residence Date: 07/10/01 Location: Balloon Framing Lumber: DFL #2 Material Properties Modification Factors Fb 900 psi CD 1.33 Fc 1350 psi CM 1 E 1.6 E6 psi Ct 1 Config/Loading CL 0.70 1.00 P 733 lbs CF 1 1 D1 5.5 in Cp 0.27 D2 1.5 in Cfu 1 e1 0 in Cr 1 e2 0 in Cf 1 Lu1 14 ft Combined Flexure/Axial Lu2 0.25 ft fc 88.8 Addl M1 380 ft -Ib Fc' 479.5 Addl M2 0 ft -Ib fb1 603.0 Fb1' 833.8 Section Properties FcE1 514.5 A 8.3 in^2 fb2 0.0 S1 7.6 in^3 Fb2' 1197.0 S2 2.1 in"3 FcE2 120000.0 11 20.8 in"4 FbE 929.6 12 1.5 in^4 Interaction: 0.9 OK if<1.. SITE PLAN REVIEW APPLICATION 'Date: H- S O- O 1 AP# C) Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: J 9 LI Q c t✓YZ,-1' 2)(R- 4SAIV6.01? 6) `j '� / Telephone No.: Situs Address: s P I- n r_ - Proposed Proposed Use• Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ 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 JR Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date S— Or e) -j Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: x • Flood Panel No.: 1 D G 0 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 ❑ Encroachment Permit f-1AgriculturalWorker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: M 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 �p L Side D Side Street Rear D 3 0 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 I (,A Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area.— Road ❑ Thermalito Impact ❑ Other --------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount 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 Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ 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). F-1Constructroad to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 21 Subdivision Map/Parcel Map: Map Date of Recording: 2 I1- 87 Lot: a— ❑ Use Permit/Minor Use Permit Permit Number: Book: 10 Page: -20 Date of Approval: , ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4 of 5 Summary of Specific Requirements: N C),�j C 3 O � sET�3�tLS _ 1STil,/6— m O i3/ c,is z�1 S c,o�v xz�-���2�1k— 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 Page 5 of 5 ❑ Summary of Specific Requirements: N C),�j C 3 O � sET�3�tLS _ 1STil,/6— m O i3/ c,is z�1 S c,o�v xz�-���2�1k— 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 Page 5 of 5 11/ LAND DEVELOPMENT L" BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 98-.1109 OWNERS frank j, blecha A.P. 028-17-07171 NAME: NUMBER: PWNT LAST NAME FIRST COUNTY ZONING r� DESIGNATION: M9 19 FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLE PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR N.A. 19.0sC- DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: 'YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: " YES -NO. COMMENTS/CONDITIONS: l as PA4 -70 PCL 2. MAP INFORMATION: DATE OF RECORDING 2-1 �) �� LOT 2 BOOK /0 5 PAGE COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: " A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO REPAID TO THEBU/LD/NO DIVISION UNLESS OTHERWISENOTED. X1. Maintain a 50 ft. building setback from centerline of road. - _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 0 ft. leachfield setback from hrc_/1ey%1tG C 1w141 ' 6. Pay'water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation -of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-35.5-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Peym&W to be nimb to the Pl wnkg Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zon_ e 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. 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. ' 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24 25. 26. il38 N.0d0uoo 8661 6 0 Nnr ®3/11Q=V38 LD 7/96 C:\WP51\FORMS.KkBLDGPERM.CLR BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT P�NQ3 E3 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 028-1-70— 17/ ,7 ZONING Al P, OWNER &S-cI+A F2Alvk T_ PHONE NO. 5/0-757- 83 e OWNER'S ADDRESS 3101 A 6/}M cT'_ A/Tlo c 14 o LOCATION OF BUILDING Obee-Y De, USE OF BUILDING S TO RF F M EQ bf I OM £.4/ I SIZE OF STRUCTURE -VO X 8 d = A00 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ 6000"00 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:r �S 10 fa t FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 8 -� l - 95 Signature of Owner. Permit Fee - $60.00 The above described AG Building4/exempt from ja..bU,jlding perrpit. Receipt No. 185230 Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant . r. .�v..r... � r--a..�.-ty+w.»-•::--..�y:*� � �tf'ASC'fi�iCdF'fir`�1�^"`s1G4"-i"'►rM�r'Y•>....v.T".'I`Y+�4'A.rr''�}'nt"'^"z✓'hiYiFn%:�„�.;.,'�';r....�IZ.,,.-.�. ti-. ' COUNTYOFBUTTE;.[3EPARTMENTOFDEVELOPMENT SERVICES. BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 8 C >=CHA , F2 Ani l- A. P. No. 6c� 8 - / 70- / 7/ Proposed Building Use AG 2 ►C til T(.IZn Btt(&. Building Inspector 0112t3o.v-c Date 8 -2/-9S At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: / DATE RECEIVED BY ✓ 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 4 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. .................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as"shown. on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Pre-I�speoton rey6e st 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................* . 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter gtsignature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired.permits....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Q Acreage Applicant Date -,o 77 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pol tion Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ag.�"= =�t=)• +O rt : ^- �• /r/ Itla.lY eAp �I � MII'tf /r"f !ir/ I(M.JY - ��r .•.J•.YOf"( /O/rt/O' Nr/•u'aJ-[r.; ulsrt' •o` ^�i< \\ lII,IIYr/ tll,lr'/f(/ � JLt.fO'M(/ J!r!!'/r/ _ \ :_�- to ; ♦ � sra ro7r/ s/t i rio �olrt 1 -- - :S:'. � 1 � 1 \ \ ^ Jo.m• s([ wr( -r - - - --Jo's� - - N a 1 I Jtf AOI! e• \ {`�/ OBER T OR/VE fo L"I r lJxst t� �A. r7y1 w► �I \ \ i A. • � ACAs 4D I II 1 � \ PARCEL P V�I ; PA a =? 1 RCEL / :M •� o i GNJet Nore jr 'n ♦0 tim • ^ \ I r i O a I , NOTE A ro' r/O[ NOf-lrcwjwf uSfAr'NI rOw Awo / \ \ \ -� °• I I MIIL YliIIrILJ KA I).. O.A, 1 r0 A iCSCArrt y� O �4 N 1 1 1 KI LIO pi, ANO O,t fl J, /IIJ 0.i, s! \ n — ( !O If w!!!M!O IN O!(OJ A.p rNIlN/1 Nri(iI i \ • 31; j ,. :i m I OI/f K0 fOi O[OICArION rO lurr! Cyrvll, n0/f 9'' AfAAof/r. rL cfAruuN! lounoN v !r J[of ^ror 0 IJO l0'I i .rro [rC. AtowO w. MA ra ij ai A s^ n I 1 o ' n ' 1 GL D I �/O. J�•fI lJ. Jf Jr ^Oj cl `-1 Z N rf• Ir'!f-C /A/ ".0.0cN a/'t0't1"L /r/ Itll. l!• C 10 Y-r...l Jur o LEGEND i 4-10—D As INOI[Areo / - s[r I' ifo.A (! Jrr! 1 y 2 y O- ro/NJ o(rrAN.Nto O.I. OD \ -I r[.s..fo 14 IAr c0a- 0, ~ /i /- 7! rAAs 1. 51 AIS 0 1Jf ON N N ' ;t tz y i ~a M. o �ryoat ao C C C BASIS OF BEAR/NG I r rw[ .rsr of of _c, Orr A a 2 w m'n'!r"[ i[rr[rw Ao/N /s ..aurro _ _ Is s. i Fes=CC�C—D rn Y nz ,c.le aV/C/N/TY MAP 616 ft 0 d - - °Q °Q r Jk — J 1348 5/8 ft a te� _.'�.: ~`{`��1�1; 1�•\,,'��.�Rc uEwr�Y f- 1. iz (/•� ...tom , ^_ M - i ]+G a to �` �► 3 �1 256-1'!4 , I � � � ,� Dom � ^ ` •�,� `1;, I e � , /fit'-ry - � •_ • • a • • • � � • � • �� �✓ / • _yi • - e • 16197/1( 10 591 ft • • • / • 235 N4 ft • • • • • • • . 100 ft 1416 • • • • • • • 1341 11/16 ft $-3 LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. OWNERS �5%�y,"t, A.P. 2 S n NAME: NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: M R FLOOD ZONE: X FLOOD MAP: Z S� APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES _ NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: i 9, oS fj 2 MAP INFORMATION: DATE OF RECORDING 2ZOLOT 2 BOOK /05 PAGE %o COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct read to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. pz , 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. ''//,, // X 4. ,Maintain a -'50C-f 0 ft. leachfield setback from PAI �L 0&4-1 IV AG 4K �V�"Y 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (Seephone number below) l U _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Pfanting Divaion. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21. 22 23 24 25. Ala Un8 j0 UNnoo 5661 z z 9n`d a3AGOAH LD 8195 - CAWP5 1 TORMS. K\BLDGPERM. CLR r; 028-17-0-171 + 98-1109 P,E MH RESIDENTIAL BLECHA, Frank & Teresita 194 Obert Drive, Bangor PERMIT NO. - - PERMIT EXPIRES �i OWNER ,CONTR. 4SSESSOR PARCEL OCATION ly t CHECKED f SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r; VERIFY OFFICE COPY i Address = GAS Meter By Date ELECTRIC T Meter By Date 4 . Called PG&E JOB FINALED (Date) t? , Signature V =,OK 0;= Not OK ' = NotRealdy ble MOBILE HOMES MISCELLANEOUS Date ILE HOME UTILITIES(Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES (Plane) OK except #'a 1. ZO ' g R uirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements Soil • penal MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel ewer, Location -Test -Fall -CAO -Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed ("k% h) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors ectricity; Locatio learances-Gm p -Concrete Shthg.-Rfg: Bracing 6. Gas- Locatio t -Wrap; / ^:ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures /Nat. o /F G 6. Carports; Windows -Doors 7. Well Cleararfq & Disconnect 7. Electric 8. Utility Clearance 8. Fang.; Sils-AnchorsStuds-Rttrs-Trusses 1 i 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date and B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date 1:1 -9 -Card B-1 Date Card B-1 12. Braced Wall Panels Date MOSItt HOME INS TION Plans OK except #'s ng Requferrient�- Setbacks Easements - Date Card B-1 Date Card B-1 ZZ'Footi , SineSpacing-Manage Line Date Card B-1 Date Card B-1 L,Ass; MH'Test-DemandVaKe-Connector Date POOLS (Plans) OK except #'a 4. F� city,;.MH Test -Crossovers -Breakers -Clearances ° 1. Setbacks -Easements Dr ilii; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability . Water• Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness ater•and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining J) Gas aTcLElectricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI Downs -Type -Ins Ration Cert. +• 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; etch P 6. Elec.; Enclosures; Conduit Entries -Terminals -{.fisted 11. Cert of Occupancy „ 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. Permanent Foundation Only: License Decal f 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. i Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 ti 9. Health Department Approval Date and B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 4j2,c, / B l Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'tZ,3/10 �{ t / o = Na OK RESIDENTIAL (Single & Duplex) - = Not Applicahle Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 47. 2. Ftg., Main; Soils-Elec. Gmd -/ p Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ N Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. Shear Walls: Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Cdppies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 17. Water Htr; Vent -Access -Combustion Air Baffle Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex I stalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (G.F.I.)-Romex Protection 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Insulation -Foam -Looked in Attic 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 80. 31. Service -Riser Conductors & Ground -Main Disconect 81. 32. Equip. Clearances Panels -Motors -Meth. Epuip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop4ns. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ABESCO ENGINEERED COMBINATION TIE -DOWNS MANUFACTURED HOME TIE -DOWN CALCULATIONS AP SCHEDULES FOR SINGLE/DOUBLE/TRIPLE WIDES DESIGN LOADS: DESIGN & GENERAL NOTES * WIND --------- 15 PSF * SOIL BEARING ---- 1000 PSF * TIE DOWN STRAPS- 3150# WORKING LOAD TIE -DOWN STRAPS MEETS FEDERAL SPECIFICATION OO -S -781H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 1/47 x .035 ZINC PLATED. dP EARTH AUGERS -------- 2962# (TESTED TO 4750# MIN. * CROSS DRIVES -------- 2962# (TESTED TO 4750# MIN. *CONCRETE SLAB ANCHORS - 1390# (CALCULATED) GENERAL NOTES: 1. THE CHARTS SHOWN HEREON: ARE THE. REQUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE -DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. SEE PAGE #3. 5. FOR ALL TIE -DOWN INSTALLATIONS, THE MFG'D. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C" SHAPED . OF RFC SHAPED. 6. END TIE -DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. CHASSIS BEAM `V (ONE END TIE -DOWN MANDATORY a AT EACH END OF "I" BEAM) N 18"MIN --j 7. THE SIZES, TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. ENGINEER APPROVAL I F --STATE APPROVAL 0 W THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS i OF SECTION 1336.3. SUBSECTION (o) PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SAC. CA. 95838 PH: 916-564-6028 ENGINEERED APPROVED SUBJECT TO CORRECTIONS NOTED Approval does not authorize cr approva any omission cr devlaticn from requirements of applicable State iaws anti regulations. Slate of California D artment of Housing and ComTunity Development OF PODES AND STAT DARCS B- f Date 2— 9 (Signature) SPA NO This Plan Approval Expir stiyk vb/i 5*,,'a �/ �772440 Aul 4 N ABESCO I 5851 FLORIN—PERKINS ROAD SAC. CA. •°9'5828 PH: 916-383-8831 ABESCO TIE -DOWNS CABESCO NAME STAMPED IN) HEADS OF TIE -DOWNS ® e ° #607 CROSS #606 STEEL #406 PIER DRIVE ANCHOR #608 SPLIT STRAP W/BUC BOLT -ON TOP BOLT & NUT 0 #601 30" #614 STEEL T.D.A. STRAP W/HOLE #604 CONCRETE #602 48" SLAB ANCHOR W/ #615 CONCRETE T.D.A. #SH 5822 SLEEVE SLAB ANCHOR ANCHORS (DRY) (WET) SIDE TIE -DOWNS (SEE NOTE BELOW) SIDE TIE -DOWNS (SEE NOTE BELOW) #616 STABILIZER PLATE IZJ O m <' SINGLE WIDE W <'�� _ z O W 2 W WA 2'j EVENLY SPACED 21 . TRIPLE WIDE LENGTH VARIES SIDE TIE -DOWNS (SEE NOTE BELOW) 3 O J W m 0 z DOUBLE WIDE , 2'1 EVENLY SPACEDEVENLY SPACED IEVENLY SPACED 2' . LENGTH VARI �� NOTE: SIDE TIE -DOWNS: MUST BE WITHIN 24" OF THE END OF CHASSIS BEAM. END TIE -DOWNS: CAN BE LOCATED'WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM. ONE TIE -DOWN IS MANDATORY AT EACH. END OF "I" BEAM. (SEE PAGE 0, GENERAL NOTE #6) IF SIDE WALL TIE -DOWN GROUND ANCHOR .LOCATION IS SUCH THAT THE ANGLE BETWEEN JHE GROUND AND STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. I1 / 1 I 1 I 2'( EVENLYLSPACED I EVENLY(SPACED 12't LENGTHV�'II� EARTH AUGERS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME MINIMUM NO. OF 2 1 3 1 4 7 8 SIDE TIE -DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME MINIMUM NO. OF 23 5 4 7 8 SIDE TIE -DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF 34' 42' 50' 59' 68' MFG'D. HOME MINIMUM NO. OF 4 5 6 7 8 SIDE TIE -DOWNS END TIE—DOWN #406 PIER BOLT—ON TOP—-_ #614 STL. STRAP CROSS DRIVE TIE -DOWN CHASSIS SIDE TIE—DOWN o #608 SPLIT STRAP 06 #6BOLT & NUT #607 CROSS STEEL DRIVE ANCHOR STRAP #616 STABLIZER PLATE & �f GROUND LINE T -A • . .... .. INSTALLATION INSTRUCTIONS DETAIL A 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN.T YPICAL CROSS DRIVE) (WITH STABILIZER PLATE/ 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN 'ROCK OR MINIMUM 2" ASPHALT, INSTALL #616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVE ANCHOR) OR INSTALL 12"x12"x12" CONCRETE BLOCK. NOTE* IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PROPERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL"A7. SEE PAGE #1, GENERAL NOTE #4. CONCRETE TIE -DOWN INSTALLATION SIDE TIE—DOWN r' L'w Yy INSTRUCTIONS END TIE—DOWN CHASSIS '#604 DRY #406 PIER 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" BOLT—ON TOP THICK AND IN GOOD CONDITION. 77- 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 #606 STEEL SQUARE FEET. STRAP 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE. or RAP'o. #615 WET STRAP' 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. CONCRETE TO PROPERLY 2. ALLOW DRY. 0 CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 40 2: INSERT STRAP -THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. & �f SIDE TIE—DOWN TIE -DOWN < END TIE—DOWNSPLIT BOLT "I" BEAM CHASSIS & NUT #406 PIER BOLT—ON TOP— — - — " SEE "I" BEAM CHASSIS GROUND LINE s NOTE #5, SHT. 1 FOR — TIE—DOWN INFORMATION #606 STEEL STRAP #616 T.D.A. STABILIZER #614 STL. d PLATE STRAP �, `,6\I '�a ,81, SEE DETAIL"A" (TYPICAL) sOEM DRILL 9/16" HOLE AT —INST MID HEIGHT OF BEAM, — BOLTALL 1/2" A307 .-- �L "C" BEAM CHASSIS "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE #5, SHT. 1 FOR TIE—DOWN INFORMATION TIE—DOWN INFORMATION 00o O INSTALL GROUND ANCHOR INTO GROUND, LEAVING 8"-12" OF SHAFT EXPOSED. NOTE: VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL __7u--10'r"a— D ETAI L "A' (TYPICAL) INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST, LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. PLACE STABILIZER PLATE NEXT TO SHAFT BETWEEN ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND O FINISH TURNING ANCHOR INTO THE GROUND UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. THIS PROVIDES SECURE y� PROTECTION AGAINST LATERAL MOVEMENT. Z — CONTRACTORS VERIFICATION — a I CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. F I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. in COMPANY NAME:--: L ie -i` ` CONTRACTORS LIC.#___ ------------ CD . DATE: 06_'�r� SIGNATURE:_ __ _ ______________ A. P. # OWNER PERMIT# MH UTIL. CLEARANCE DATE INSPECTOR ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE YES NO YES NO SIZE LOAD TYPE ISIZE LENGTH z p MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BU17E DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION -7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --- PHONE(916) 538-7541 APN: 7 PERMIT NO.: -:2 Owner's: 442 Name: -- Owner's: pe Address: _3L) 4 olza q Mile Mobilehome Year of -3 0_? Manufacturer Manufacture: Serial number or V.I.N. Insignia or 1HUD number: �VL 2j'J-60 Official approving installation: Date: A;99 If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow. -Installer, Pink -Bldg., Gold -Assessor. 40 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE -� L r z i�a_ 194�1- 1186 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. V -e AC Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive * Croville, CA * (530)*538-7541 CORRECTION NOTICE CfWNER PERMIT NO. A routine inspection indicates that the following violations of butte cou�ty Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. A� A2 A-110 !E�';) S C,!::> Date 4 199 Inspector ed_t�*= REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVEL(tPMENT SERVICES - BUILDIN IVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 75 ,1 f P REIT NO. (Rev. 12/96) APPLICATION AND PERMIT U ASSESSOR PARCEL NUMBER 028-170-171 ZONING BUILDING PERMIT OWNER BLECHA, FRANK & TESSIE 925 /.i/1342 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AODRESS3101 ADAMS COURT, ANTIOCH, CA 94509 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ vN 2 la ��aa,,tqqXTO Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 194 OBERT DRIVE, BANGOR$ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex)g Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHI / /"C e % �-/ �� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1K I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Policy Number (rhe above sections need not be completed if 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 wi those provisions. X Date ' Signature of A c t - g Owner ❑ Contractor ❑ Agent An OSHA perrfys required for excavations over 60" deep and demolition or construction of structures dTfer 3 stories in height. Main Service TO ,000A 46.00 NEW CONST. DWW ENO OCT SO OR ADDNS. ( a ACC. BUDS. 3.5¢FT: NON•REOSID. MULTI -OUTLET 1 CIRCUITS @7,50 APPARATUS US a SINGLE ourLer C.. EX. Occup. OUTLET OR FIXTURES BAL @ .50. ED Ex. Occup. o. RAID E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 143.00 HAz. D. FE IMP FLN CDF PARC PD HD 5SU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By ate PERMIT EXPIRES ON provisions to do work paid. 7 ate Receipt No. UU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • Y'. . - T r.._ .r . f ;yCsa. ... - _ �. ' r r ter: v ..I:F^' !.�'tii��sl.!-7.,..,, • - , - .. .. .r - � t COUNTY OF BUTTE DEPARTMENT T SERVICES - BU ING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,`CALIFORNIA 95965 - TELEPHONE (9 5 8-7541 PERMIT APPLICATION DATA SHEE�1 OWNER:" "' ASSESSOR PARCEL ER: S" Proposed Building Use: Building Inspector: Date: --C At time of permit application, was advised the following data must be prior to permit processingadd/or issuance: Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. --------------------------- -------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans, ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans, ------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation, ------------------------ " ------------------------ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings, --------------------------------------------------------- ❑ 8. Haz dour Material Form. ------------------------------------------------------------------------------------------ �9 ed Home data and installation instructions including Tie Down Specifications .-----------=------ --------------------------------------------------------------------=---------------- PIK Impact fees as shown on the attached schedule. -------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ---=----------------------------------------------------- ❑ 13. Flood elevation certificate. ------------------ =--------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- El15. City of Chico plumbing permit.----------------------------------------------------------------------------- - ---- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 1117. -------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking:--------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 111. 9. ---------------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector 6n {Date) 4 , ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number, ------------------- --------J------------=------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- w ❑ ,_Letter of signature authorization. ----------------------------------------------: -------------------------------.-- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------------='-------------------------------- 0326 tter of intent on building use.----------------------------------------------------------------------------------- M actured Home utility clearance, --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------- -------------------------------------- ❑29"❑433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. --------------❑30. Other: +' •.. ------ When you issue the permit, process as follows &M to owner, []Mail to tractor. ❑ TelephoneCj%� %— is3 ?� and hold for pickup at ©`Gy office. ❑ Deliver with inspector. Applicant: 4Date:_O Copy of Haz-Mat form sent ❑ Heilth Department, ❑ Fire Department, ❑ Air Pollutio Date: N By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbere� ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone,. ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE. OF FEES DUE � OWNER -�/�L 13 LLC - +4 A.P. # _ PROPOSED BUILDING USE plt Ale DATE 6 ` Z -57 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... 11 -- Revised Plan Checking Fee ....... 2. SCHOOL DISTRICT FEES C7 (paid at District Office) --,: 3." SHERIFF FEES (paid at Building Division) J Residential ........ _�_ x $360.00 = $� b Units Commercial (sq.ft.). t - x $0.03 = $_ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) X_ _ $ . #Units Amt. Commercial (sq. ft.) .. x =$_ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $5J0.00 (paid at Building Division) __,f)�rFIRE' 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 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 O(, Pursuant to Government Code Sec 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from a date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy :Applicant 3rd Copy - Owner (Rev. 2/97) t• `r6 `>�yi�..V. ..'' .�.r�;l'r• � '^g t"-��1 �,*'4;�+'.i.;"'�,�;+b��r�,5"'Jln���-�S`�"i,ti'`��r"��Y�;�'uii')�Nr4i'�''���"i"-���M1��„rf''�•��'�y .J``l•".lVil `i.'�"r ;. tPy.�Ai J . ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDtNDIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER LIZA-, +4 rA- A.P. # PROPOSED BUILDING USE Al� 171� DATE RECEIPT # DATE REC 1. BUILDING /PERMIT FEES . -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ......... $ _1/--.Revised Plan Checking Fee ....... $, t 'l 2. SCHOOL DISTRICT FEES Q C� CT 1 (paid at District Office) SHERIFF FEES (paid at Building Division) / Residential..'. 1 x $360.00 $3 k Wits Commercial (sq.ft.)... x $0.03.= $ Sq.Ft. 4.. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X_ _ $_ #Units Amt. Commercial (sq.ft.) .. - x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) ; .6. THERMALITO DRAINAGE DISTRICT FEES $5;0.00 (paid at Building Division) INSPECTION'AND PLAN CHECK $r.1.8�7FIRE .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 At time of permit application, I was advised the above fees are, required t6 `be, paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT- DATE ` vd�- Pursuant to Government Code Sec- n 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) I LOW OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signapm Please complete and return this information at your earliest opportunity to avoid unnecessary di* in processing and issuing your building permit. No building permit will be issued until this verification is received.. , 1. I personally plan to provide the major labor and materials for construction of the proposed. property improvement: YES�b NO O 2. I HAVE 14 HAVE NOT O signed an application for a building permit for the proposed vMos c, 3. I have contracted with the following person (firm) to provide the proposed construction; NAy1E• — ADDRESS: CITY: ►; PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the ' following person to'eootditiiibe; .. supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. ' 5. I will provide some of the work but I have contracted (hired) the following persons to prtndde ' the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: V , DATE: ('p — .2— 9 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed artd returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An applicarion for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible parry ofrecord on such a permit.- Building permits are not required robe signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you shouldr: be aware of the following information for your benefit and protection: . If you employ or otherwise engage any persons other than your immediate family, and the work ('including materials. and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations. including state and federal income tax withholding, federal social security,taxes,; workers compensation insurance, disability insurance costs, and unemployment compensation contn'butions./. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially.serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 958 14. Please complete the "Owner Builder Verification" bn the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. I rely, Mic el C. Vi ira, C.B.O., _.: M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Heald; and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.I2/96) APPLICATION AND PERMIT lusasoa no►ata Z 8 - / ^ D_ /7 BUILDING PERMIT owNra _ G 4 >FSS rC' 1 s�3� 3Y2 SO. FT. OCC. BUILDING VALUATION OWMM'S MA;1N0 ADollas COWPAMXV NAA! O W '01( • — OONTIIACT0117 UNUM ADMEN 00/4TWicnON Imok llN0UM MA".00 ADOMS AACMfrECT opt L4MNM APC/MCT 011 Q1Of1EEA1 MAi1NO ADDRESS 7 DlL1vE'° Bic WT NO. I SUBMODNINAAe USEOFSTRUCTURE SF O Duplex Fr Mobilehon(t. ePEcfr TYPE OF WORK New O Addition O Remodel O Lfa Rbn O insialation 14 Other a Describe Work: 4_ Total Valuation Fling Fee Permit Fee Plan Checking Fee Energy Plan Chech PLU Each Trep Solar or h4 Water pip[ Each aas i tsuuaing sewer Mobile Home E i S Fee i t .RMIT FEE i iMIT mp water heater or m1 -5a PERMIT FEE t ELECTRICAL PERMIT Main Service o0 OOen � Main Service ( 2ooA To icwA 1 //J� /�S,`� n �% ��6 1 'V 31Mobile VVI 1 {•1N Ex. Occup. OU' 0fi fD nVAM EX. Occup. f005o APPLM. OR ounErs Piro. EA Temporary Service Home Facilities Misc. Wiring PERMIT FEE t MECHANICAL PERMIT Hood 20.00 f 001 "1 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 n Fee 20.00 23.00 46.00 SCL 3.5ts 23.00 20.00 23.00 is Fee 20.00 8.50 PERMIT FEE f Mobile Home Installation Fee $ Energy Inspection Fee E occ OOHST. =OTALFEE $ KA2- 10. FEES I WP I AMO I COf I PARM I PO I HD 193LIE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �P 3 Z27 By ReceiptNo. PERMIT EXPIRES ON wHITE•0.0.3.-6.0 eG/Tns Date i Mobilehome Manufacturer: ' C H'�'yYl 'log &W m Manufacture Year: $ 3 If other than single wide, furnish Setup Model Number: Width:��(ft.) Lengthy "b 4- (ft.) Tagalong or Expando Size O (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973,, furnish manufacturer's installation manual and structural setup sheets. ' FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: kl �f5�°rs Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line2 Line 2 ' Main Beam Line2 .................... :............................................................................ ine 2 Line i Line 3 i Line 2 ....................................................................................... Main Beams Line 2 ....................................................................................... Line 1 ........................................ Eine ine S Tag or Triple ine 4 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: [ % ] x [30]• Spacing maximum: ` From ends-maximum:l Q ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width ' over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum:. ` From ends -maximum: ` FILE COPY �y�_ i Sao � r M.H.L-2 V. 1. Owner's Name: L C�lt-n fLi4�Jj� . -� '� 5 / C^ t 2. Assessor's Parcel Number: 3. .Installer's Name: ©ry �/- 4. Is the site currently under permit? YesV l No[ ] Permit No. 5. Is the site an existing site? Yes[>l No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?-p O Amperes. 7. What is the mobilehome site circuit breaker rating? 0 p res. S. What is the electrical rating of the mobilehome site? '00191 Amperes. 9. Is the main service remote from the mobilehome site? Yes( ] No[ ] If it is, what is the rating? O Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- _ Amperes - 11. Type. of gas service at mobilehome site: Natural[ ] Propane[ None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?-Y-Y—(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION h -§ # May 1995 8.5 ABESCO -ENGINEERED COMBINATION TIE -DOWNS MANUFACTURED HOME TIE—DOWN CALCULATIONS AP SCHEDULES FOR SINGLE/DOUBLE/TRIPLE WIDES DESIGN WARS DESIGN & GENERAL NOTES * WIND --------- 15 PSF * SOIL BEARING---- 1000 PSF *TIE DOWN STRAPS— 3150# WORKING LOAD TIE—DOWN STRAPS MEETS FEDERAL SPECIFICATION 00—S -781H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 1/47 x .035 ZINC PLATED. db EARTH AUGERS -------- 2962# TESTED TO 4750# MIN. * CROSS DRIVES -------- 2962# TESTED TO 4750# MIN. fit -CONCRETE SLAB ANCHORS — 1390# CALCULATED) GENERAL NOTES: 1. THE CHARTS SHOWN HEREON. ARE THE, REQUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE -DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. SEE PAGE #3. 5. FOR ALL TIE -DOWN INSTALLATIONS, THE MFG'D. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C" SHAPED . OF RFC SHAPED. 6. END TIE -DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. CHASSIS BEAM N (ONE END TIE -DOWN MANDATORY AT EACH END OF "I" BEAM) N 18"MIN --j 7. THE SIZES, TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. ENGINEER APPROVAL I STATE APPROVAL 9 Exp. �e > GiV`\, r�? �o E OF 0 U W THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS < OF SECTION 1336.3. SUBSECTION (a) PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SAC. CA. 95838 PH: 916-564-6028 ENGi1lctREU, i i `it i APPROVED SUBJECT TO CORRECTIONS NOTED Approval does not authorize cr approve any cmission cr devi6cn from requiremti ents of applicable State laws an regulations. Slate of CaVornia of Housing and Cammunity Develoa:ae-i 118N OFF 90DES AND STANDMS Date 2-10 - 9 SPA NO `— DUIL This Plan Approvr + " Y r -D PAR E ' _'Fc 0 A 0 C M ABESCO 5851 FLORIN-PERKINS ROAD SAC. CA.•95828 PH: 916-383-8831 CROSS DRIVE TIE -DOWN END TIE -DOWN — CHASSIS #406 PIER BOLT—ON TOP ' MIN a, SIDE TIE—DOWN 0 n 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN. i � n�.r�l �,RVJJ URIv - WITH STABILIZER PLATE 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ' ROCK OR MINIMUM 2" ASPHALT, INSTALL #616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVE ANCHOR) OR INSTALL 12702"02" CONCRETE BLOCK. NOTE: IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PROPERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL'W'. SEE PAGE #1, GENERAL NOTE #4. CONCRETE TIE -DOWN INSTALLATION SIDE TIE -DOWN INSTRUCTIONS END TIE—DOWN _ CHASSIS #604 DRY #406 PIER `ass 1. CONCRETE MUST BE A MINIMUM OF 3 1/2•• BOLT—ON TOP —. a — ' THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 #606 STEEL SQUARE FEET. 1 STRAP 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM 1 OF 12" FROM ANY EDGE. .:,#ril #615 WET ".:STRAP'.:..:.:"..<:• . "6 . ! _ - ti .' a 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE :ta 2. ALLOW CONCRETE TO PROPERLY DRY. =r CHASSIS CONNECTION '. 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. STEEL \ #614 STL. o\� i ! STRAP #608 SPLIT 1 STRAP e� I r• STEEL BOLT do NUT / #607 CROSS STRAP DRIVE ANCHOR #616 STABLIZER PLATE ROUND LINE J .3 INSTALLATION INSTRUCTIONS DETAIL "A" 0 n 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN. i � n�.r�l �,RVJJ URIv - WITH STABILIZER PLATE 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ' ROCK OR MINIMUM 2" ASPHALT, INSTALL #616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVE ANCHOR) OR INSTALL 12702"02" CONCRETE BLOCK. NOTE: IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PROPERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL'W'. SEE PAGE #1, GENERAL NOTE #4. CONCRETE TIE -DOWN INSTALLATION SIDE TIE -DOWN INSTRUCTIONS END TIE—DOWN _ CHASSIS #604 DRY #406 PIER `ass 1. CONCRETE MUST BE A MINIMUM OF 3 1/2•• BOLT—ON TOP —. a — ' THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 #606 STEEL SQUARE FEET. 1 STRAP 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM 1 OF 12" FROM ANY EDGE. .:,#ril #615 WET ".:STRAP'.:..:.:"..<:• . "6 . ! _ - ti .' a 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE :ta 2. ALLOW CONCRETE TO PROPERLY DRY. =r CHASSIS CONNECTION '. 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. 000 ABESCO TIE -DOWNS CABESCO NAME STAMPED IN) HEADS OF TIE -DOWNS // DRIVE ANCHOR #606 STEEL #406 PIER STRAP W/BUC BOLT -ON TOP #601 30" #614 STEEL T.D.A. STRAP W/HOLE #604 CONCRETE #602 48" SLAB ANCHOR W/ #615 CONCRETE T.D.A. #SH 5822 SLEEVE SLAB ANCHOR ANCHORS (DRY) (WET) #616 STABILIZER PLATE SIDE TIE -DOWNS (SEE NOTE BELOW) SIDE TIE -DOWNS (SEE NOTE BELOW) SINGLE WIDE ► I v L2'1 EVENLY I SPACED 12'( �1 LENGTH VARIES I SIDE TIE -DOWNS (SEE NOTE BELOW) z J Om O �� W O r z all Z W W N < f i O m W r ��z DOUBLE WIDE W ww 1 1 ► ► 2'I EVENLY SPACED I EVENLY SPACED I EVENLY SPACED 12' LENGTH VARI NOTE: ~ SIDE TIE -DOWNS: MUST BE WITHIN 24" OF THE ° END OF CHASSIS BEAM. r END TIE -DOWNS: CAN BE LOCATED'WITHIN 24" c OF EITHER SIDE OF CHASSIS BEAM. ONE TIE -DOWN = IS MANDATORY AT EACH.END OF "I" BEAM. c (SEE PAGE 0, GENERAL NOTE #6) W IF SIDE WALL TIE -DOWN GROUND ANCHOR.LOCATION IS SUCH'THAT THE ANGLE BETWEEN,THE GROUND AND STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE W INSIDE CHASSIS BEAM ON DOUBLE AND. TRIPLE WIDES i AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE l► ► ► ► ► 2'1 EVENLYISPACED I EVENLY(SPACEO 12' LENGTH VARIES EARTH AUGERS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME MINIMUM NO. OF 2 3 4 1 7 8 SIDE TIE -DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF 36' 54'72' 50' 59' 68' MFG'D. HOME MINIMUM NO. OF -2j 3 4 1 7 8 SIDE TIE -DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF 34' 42' 50' 59' 68' MFG'D. HOME MINIMUM NO. OF 4 5 1 6 1 7 8 SIDE TIE -DOWNS SIDE TIE -DOWN END TIE -DOWN #406 PIER BOLT -ON TOP—,,.- L s a s TIE -DOWN �> "I" BEAM CHASSIS ` s 6 SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATION #606 STEEL STRAP 111 DRILL 9/16" HOLE AT MID HEIGHT OF BEAM, 's BOLT INSTALL 1/2" A307 s -n II_ "C" BEAM CHASSIS "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATION TIE -DOWN INFORMATION SPLIT BOLT do NUT --� GROUND LINE #616 T.D.A. STABILIZER PLATE NOTE: VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL 9ON I DETAIL "A" (TYPICAL) INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST. LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. � 2 INSTALL GROUND ANCHOR .' PLACE STABILIZER PLATE FINISH TURNING ANCHOR -,: INTO GROUND, LEAVING : ':. NEXT TO SHAFT BETWEEN ': INTO THE GROUND UNTIL Y OF SHAFT EXPOSED. ::_''ANCHOR AND CHASSIS :'' :' ANCHOR HEAD IS FLUSH BEAM, AND DRIVE INTO WITH STABILIZER PLATE. GROUND. =: THIS PROVIDES SECURE `.:-a: •.; =-' ` PROTECTION AGAINST LATERAL o MOVEMENT. 0 - CONTRACTORS VERIFICATION - 3 0 1 CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. 0 u COMPANY NAME:--------------------------- W CONTRACTORS LIC.# m DATE:------------ SIGNATURE:--------------------------------- 5 --ft b o n" i hi - g�- A r s.'a Bed-rbom: 10 14 ft ....... ... ... .. ... .. ... -ft .. ...... ....... ...... ....... .... .. ... . ... .. .... ......... .......... ...................... ... ........ ........ ......... ......... ................. . . - ......... .................. ............ ........ .. . ......... . ............ ............ Fn .. .. ... ... ....... ..... ..... pry ............................ ........ ................. ........ ......... ........ ................... ....... .................. ........ ........... ...... ........ .................. ......... ......... ........ ......... .................. ............................ C=! ............ ........ • ............ APP Ou"e ..County. 'roninental e: Ith: rn 01 -4 sanalure CDF FIRE SAFE REQUIREMENTS ' -��r7 ��/K AP# PERMIT # NAME Under authority of PRC 4290, the following checked k 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. �kl 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 6(] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant 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. [X1 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. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1P1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. j 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 . 3- , - _� -(-7 g'�- //O!f Z�LccAO-, �ld�_ AP # PERMIT # NAME 01 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 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 [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 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. 1. All parcels 1 acre aid larger shall provide a mini- mum 30.foot setback for buildings and accessory buildings from ull 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 f -gal inspection of a building permit. Page 2 of 3 . ' RZ AP # ?,wo q PERMIT # Other Recruirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves AME [ ] If Building Setback is Less Than 15 Feet Choose any 3 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 13D - Glass area not to exceed "10% 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 Date Signature Page 3 of 3 W / %t- / 4!x a 1� n I to V� •..i �� !N I O / � Ott ]4 gra 4 16 w c,t Oi• �4,� Ap xxxx n 1 s /SS .N:v i N r l F � V b��x°� y♦ • 1 I 1 I —� Q xCSO w° �°� 4 0 v f L-^ 8 M PARCEL MAP rNE NORTHEAST QUART'E'R OF TRE NORTHEAST 01/ARTER OF SECT/ON //J T/9N,RITE, A'D-N-,!/N/NCORPORATED \\ 1 AREA OF BUTTE COUNTY, CAL/F. _-` ( ,J!'iff �YIYrII /O fIfF7 (41,Jf'v t[ G/7570N 4N0 GCAI/!N IY/ 7Jffr,00 w - - -- - - - - ` t 1 1 Jf'lifl /w•(Yr l,lf ff,Opw - --- \ - IPf,Ofl fllt'f l I'I-4f 'p/ t. �11�/ I v� AOFF •N ArIiO•vil O• ovm(nyno �] MINI: CONCURnfNrlr nlCMin[O / • bS lY £y £` ; �,� b4 oFl4( O' trt W"t COUNT, n(culu n uNn(n 511. 4 NU•Fni�. N SURVEYORS CERTIFICATE ' ` _B7_sscz_ THIS rA►yy IN SURVEYOR'S t/I N HE O(NNtcuforTION AN O�AAtp WON A FIELD COUNTY SURVEYORS CERTIFICATE RECORDER'S STATEMENT ]YNv[r IN CON....Cc CC YITN TNt Nt0(IA[Y[N Tt 0/ T 111tOrYlAv�,�.i/AI ACI THIS NAI CON/DRY] •ITN TK N(OVIN[Y[NT] Of THE FILED THIS 1 ( ♦ OA1' 01 ][ ANO LOCM OADINANC[ AT TMC N[OVpI Of A �'^? "0 Iwo. YAr ACT AND LOCAL ONOIwAMCt. .1 AFI-MAN.IN �'�1 ON Ofl. I 1st f (N[N[A sort THAT T If' Nc[4 Y ]nMT1AllT bLe- m .Av] Ar 1 iNt btoucsr or 1 ENGINEERING co" ro rN AO:LovT0 be tOMDITIDNAu, A. vtn-TcNr Iv[ or. NT. oartt J/L�si ) SURVEYING I«oq irta (r vi �ohwiti if iet suFliCRbrifO [NST tN[ �}Nvt tttt1111Ay�F1t[ :r' f110AINra orrawfp row OrplcA"ON ART NO, [pav, 09 Oq ccrwrfo r rrq ".f. [INIAL NO. el ASL t� G� PLANNING NT IAACf D. TJ, •% 1 /// �� �� uA•pwcf � cwuwws C OVNTT N[CONO[A Ito i, A II ' r1lt FAr r .Y •.l. afffCKII Z.IA[Y� (\ tO]NO]vi' 3 L1- CAII' ON NiA -ILL1AY .. [OUNTT YIrYrTON tT_Fl�j (�9 f IMI]][Oi• I I NI I I I ! 1 I II n _.( I ..—��IIiFs•'1 -_T•-- Jf-nf aNsJr For r I /�Y/ l,.W,IO .00Y ,l f'f1fF /Y/ J..O.v ,DON -To :' 1 8 I a - 1L Q/ .. D� / / yo• M I, I � �• � ,; ♦ Yip 1 S 4! � � E k W / %t- / 4!x a 1� n I to V� •..i �� !N I O / � Ott ]4 gra 4 16 w c,t Oi• �4,� Ap xxxx n 1 s /SS .N:v i N r l F � V b��x°� y♦ • 1 I 1 I —� Q xCSO w° �°� 4 0 v f L-^ 8 M PARCEL MAP rNE NORTHEAST QUART'E'R OF TRE NORTHEAST 01/ARTER OF SECT/ON //J T/9N,RITE, A'D-N-,!/N/NCORPORATED \\ 1 AREA OF BUTTE COUNTY, CAL/F. _-` ( ,J!'iff �YIYrII /O fIfF7 (41,Jf'v t[ G/7570N 4N0 GCAI/!N IY/ 7Jffr,00 w - - -- - - - - ` t 1 1 Jf'lifl /w•(Yr l,lf ff,Opw - --- \ - IPf,Ofl fllt'f l I'I-4f 'p/ t. �11�/ I v� AOFF •N ArIiO•vil O• ovm(nyno �] MINI: CONCURnfNrlr nlCMin[O / • bS lY £y £` ; �,� b4 oFl4( O' trt W"t COUNT, n(culu n uNn(n 511. 4 NU•Fni�. N SURVEYORS CERTIFICATE ' ` _B7_sscz_ THIS rA►yy IN SURVEYOR'S t/I N HE O(NNtcuforTION AN O�AAtp WON A FIELD COUNTY SURVEYORS CERTIFICATE RECORDER'S STATEMENT ]YNv[r IN CON....Cc CC YITN TNt Nt0(IA[Y[N Tt 0/ T 111tOrYlAv�,�.i/AI ACI THIS NAI CON/DRY] •ITN TK N(OVIN[Y[NT] Of THE FILED THIS 1 ( ♦ OA1' 01 ][ ANO LOCM OADINANC[ AT TMC N[OVpI Of A �'^? "0 Iwo. YAr ACT AND LOCAL ONOIwAMCt. .1 AFI-MAN.IN �'�1 ON Ofl. I 1st f (N[N[A sort THAT T If' Nc[4 Y ]nMT1AllT bLe- m .Av] Ar 1 iNt btoucsr or 1 ENGINEERING co" ro rN AO:LovT0 be tOMDITIDNAu, A. vtn-TcNr Iv[ or. NT. oartt J/L�si ) SURVEYING I«oq irta (r vi �ohwiti if iet suFliCRbrifO [NST tN[ �}Nvt tttt1111Ay�F1t[ :r' f110AINra orrawfp row OrplcA"ON ART NO, [pav, 09 Oq ccrwrfo r rrq ".f. [INIAL NO. el ASL t� G� PLANNING NT IAACf D. TJ, •% 1 /// �� �� uA•pwcf � cwuwws C OVNTT N[CONO[A Ito i, A II ' r1lt FAr r .Y •.l. afffCKII Z.IA[Y� (\ tO]NO]vi' 3 L1- CAII' ON NiA -ILL1AY .. [OUNTT YIrYrTON tT_Fl�j (�9 f IMI]][Oi• I I NI I I I ! 1 I II n _.( I ..—��IIiFs•'1 -_T•-- Jf-nf aNsJr For r f� Y � �,.r..rt, ..�. .:v r. r.y.rr^?rti.^1".fFL.a-If"".'v."'..��..r-..iw. :,..,.�!l. �.n.-.��..���• �„tYn..l..` � tn.;�.., `I _ .. ..... . , _ .. d o BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ` (One form per Building) f School District ©�/t Q 14-151-1— Building Department No. A.P. Number QEF —17d — /7 Jurisdiction: City County Property Owner �/L, I� a+• (� +, 5 4— r - C 0 /— Property Location/Address Vt—r V Subdivision Lot No. .........................................................................:......................................... g Residential Development Sq Footage No of Living Mobile Home Addition/ ,-- Supplemental.to------^•---€.-.-----�-.-,,,,,(Group R) Units Installation Convey ois n Permit # '(No foundation inspection): Commercial/Industrial ^ New Addition Building Department Representative , (Floor Plans reviewed by School District District Identification No. 990120 Sq. Footage . (Including 6 - Date ch of District certifies that (Applicant) 9 x=757 (Street Address) (Phone Number) C 959 /4 (City U(State) (Zip Code)' 2 has complied with the requirements of Resolution No. by payment of $' / �J ✓� 12— 11r representing square feet. AB 2926 FULL MITIGA• ON S Q7,c�,a �g9School District esatReprentative date Paid by Check #! Remarks: 0-b .9 OJ-A..af- u n U 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 660201a), 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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.kis (10/98)dmm �j COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION J 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT �2 �/— lle 7 MRING BUILDING PERMIT '"`CNK J AND TERESITA BLECHA TEL 925.757-83 SO. FT. OCC. BUILDING VALUATION IMMAWBARTbT ANTIOCH CA 94509 C44f[RACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CVYRUCTION LENDER Fireplace L�11�DEA'? MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BNr OBERT DRIVE, BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. - SUBDIVISION'S NAME P CJ,�MAP O ✓S. PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)p Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesX00 Installation ❑ Other ❑ Describe Work: MOBIT,RHOMI R 11TTT,TTTES Gas piping system 1- 5 outlets 15.'0 0 Building sewer 15.00 Mobile Home ISI GI W1 @20.0060.00 PERMIT FEE S 80,00 ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service p00AOR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( TOOA TO 1000ACU 46.00 NEW CONST. DWE8LLING SO OR AODNS. ( ACC, BLDS.OCCUP. 3.52FT. NON-RESIDT ANCH CI CUI @7.50 TS POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES 20 @' 00 SAL @ .SO Ex. Occup. .FTxEEDAAE�sIo.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20-0020.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 00 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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 thor provisions. ©/ (� X Date 0�� �— Signature of Appli t Owner ❑Contractor ❑ Agent An OSHA permit i quire d for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ 166': 00 D ES IMP I F D D CD PAR PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. % By to to PERMIT EXPIRES ON �14-' Date Receipt No. 937051 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ro I OUNTY OF BUTTE- ` 7 County Center (Rev.12 ) DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION Drive - Oroville, California 95965 - Telephone- (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 2 0 ZON'" Z BUILDING PERMIT NER 1?i F L�-c- 4A TELEPHONE VS -757c- y,2 SO. FT. OCC. BUILDING VALUATION O 2 1 rx;; ADDRESS S G r• `DC � l/ /^� MRACTOR'S NAME IUIA TELEPHONE ' CONrRAC OR�NG ADDRESS CONSTR CTI NLENDER 14 LENDER -9 OyADDRESS All Fireplace Total Valuation $ ARCHITE TNEER LICENSE NO, Fling Fee Permit Fee b QG ARcHrrEcfrOFGMAILINGEER*S MAILING ADDRESS / Plan Checking Fee $ BUILDW ADDRESS © E-� I �� Energy Plan Checking Fee S . a PERMIT FEE t 34 d c LOT No. SLIBDN6gN5 NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome Y,Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Utilities ik Installation ❑ Other O Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home &5 pqgp (920.o0 60PE PERMIT FEE t �� ELECTRICAL PERMIT ng Fee 20.00 NOV OR LESS Main Service 2ooA OR LE IS 23.00 �o CZ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I 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. O 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 20OA TO +�A 46.00 F@7.50 NEW CONST. DWELLING OCCUP. SO OR ADONS. & AOC. OCC. 3.54FT: NON-R61p. ' AWNMULTI-IRCUITS UT PETER APPARATUS a SINGLE ovrLET as 20 Ex. Occup. our ET ORFOLTLRLEs BALL®'Z Ex. Occup. ouTlEEis ats,D.°HEw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 00 Misc. Wiring 23.00 PERMIT FEE t cf MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 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 witthose provisions. a��Qg X Date v � Sign ture of Ap I ant - Owner O Contractor ❑ Agent An OSHA per required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST TYPE TOTAL FEE $ U' 6 HAz. D. FEES IMP COF PARCEL Po HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ro Receipt No. Din WHITE•D.D.S.-B.D. CA ARV-ASSE SOR PINK -INSPECTOR GOLOENROD-APPLICANT .» I, ..'.1",'(+44Nt � �4.t' �� �' /M 'ir'.h:N' it , Y.t '>ir: ` � �r 41 v ,4 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538=7541 PERMIT APPLICATION DATA SHEET OWNER: /"!a 4 C b ASSESSOR PARCEL ER: -// Proposed Building Use: IN(/L . Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. Nlkiems have been submitted-------------------------------------------------------------------------------------- lot plans, sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 1:17. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ eesof $ '"2 ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. --------- -,-,-------- Q -------------/-p------- -- 410. California Department of Forestry plan approv�---—"-6--- C�11- 111:33 F ood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval Orb Health Department. ------------------------------------------- 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. `lot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: -------------------------- Pig Land Development about Improvements, ❑ Drainage, d Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- —JI— El 20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- 0 22. ------------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑2 tter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. ❑ 6. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance.------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 029. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: XWhen you issue the erlIm��it, roce s as /ff� flows ❑ Mail to owner, ❑ppM�� ail to co tractor. Telephone���� /J� "/o+ -and hold for pickup at U#00V ; ��e office. ❑ Applicant: 4 J v Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution/ ate: Copy of plans sent ❑ Health Department, o Fire Department, o Other: Date: with inspector. Date: 1% A� - 9 By: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date - Plans reviewed by: Date: Plans approved by: Date. Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ci � C,,�, 0 iz, V4 0 Owner Location Plan Approved for: Sewage Disposal Water Supply: Clearance fod f6welling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 EE.XH.,VUS�5NLX," Plot Plan Attacl�ed� Floor Pla "a a Sent to En D. -;L P - / 7 -/ 7 1 AP# Public Private Well Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVES HAVE NOT ❑ signed an application for a building permit for the proposed wot)c. 3. I have contracted with the following person (firm) to provide the proposed construction:.:.:. NAMEe- ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate; supervise, and provide the major work: NAME: ADDRESS: CITY: - PHONE: CONTRACTOR'S LICENSE NO. - 5. I will provide some of the work but I have contracted (hired) the following persons to provide the Work indicated: _ NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: — DATE:�� -Thu Owner -Builder Verification is required by Section I4831-a—n-d 19832 of -the— California Health and Safety Code. This verification must be completed oxd returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: v ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors' or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, . Workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contracSgrs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. �y r rely, Mic el C.;Vi ira, C.B.O. M i ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.10 of the California Health and Safety Code. OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 02 -Jun -1998 1998-0022759 Has not been compared rith original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section -26-8 of the Butte County Code requires this acknowledgment to bexecorded 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 occasiorially generate dust, smoke, noise, and odor. Butte County has 'established agricultural purposcs and residents withiri'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 Count, of Butte, State of California, described as follows: 1 1. ; Date:D� f - 96? PROPERTY OWNERS State of California ) County of Contra Costa ) On May 29,' 1998 before me, Phylliss A. Rosas. Notary Public personally appeared Frank J. Blecha and Teresita S. Blecha---------------------- personally known to me to be the person(s) whose name(s) +s/are subscribed to the within instrument and acknowledged to me that-be4be/they executed the same in4is4mr/their authorized capacity(ies), and that by hislher/their signature(s) on the instrument, the personb) Qr the entity u on behalf of which the person(s) acted, executed the instrument. WFFNESS my hand and official seal. PFfYLUSSA R06A3 CorrYrwsslon ! 1129699 y Notary PubNc ccoorMo p� Contra Costa County Signature 3�1 Q • / /��eal: My Comm. Expires May 9 2001 A.P.= ' NOTE TO RECORDER: DO NOT RErff)RD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT A.A. -1 Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep. the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. 5:00 p.m. (Monday - Friday) SA,./.yC+l.,.ntL»s'E%sd�+.�aa;e,d.y.1,�tQ.iueos"..—.�-�L`e,,,,nYt .• y °4-24503. ORDER NO. BU -142696-3 DBBCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: P.ARCBL It PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 11, 1987, IN BOOK 105 OF MAPS, AT PAGE(S) 70. PARCEL_ II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER THE NORTHERLY AND WESTERLY 30 FEET OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 11, 1987, IN BOOK 105 OF MAPS, AT PAGE(S) 70. PARCEL III: A 60.00 FOOT EASEMENT FOR ROAD'AND PUBLIC UTILITY PURPOSES LOCATED IN SECTIONS 2 AND 11, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. 6 M., BUTTE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 60.00 FEET.IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF SWEDE'S FLAT ROAD (COUNTY ROAD) THAT BEARS SOUTH 3 DEG. 50' 27" EAST, 688.68 FEET FROM THE CENTER OF SAID SECTION 2; THENCE FROM SAID POINT, THE FOLLOWING COURSES: SOUTH 19 DEG. 40' 49" EAST; 172.61 FEET; SOUTH 32 DEG. 23' 53" WEST, 206.42 FEET; SOUTH 5 DEG. 41' 50" EAST, 325.51 FEET; SOUTH 1 DEG. 05' 22" EAST, 1348.46 FEET; SOUTH 0 DEG. 36' 18" WEST, 1323.87 FEET; THENCE NORTH 89 DEG. 17' 59" EAST 1109.37 FEET TO A POINT HEREINAFTER KNOWN AS POINT "B"; THENCE FROM SAID POINT "B" THE FOLLOWING COURSES: NORTH 19 DEG. 21' 22" EAST, 119.88 FEET; NORTH 51 DEG. 17' 13" EAST, 118.32 FEET; NORTH 0 DEG. 25' 35" EAST, 1150.11 FEET TO A POINT IN THE NORTH LINE OF SAID SECTION 11; THENCE ON AND ALONG SAID NORTH LINE NORTH 88 DEG. 45' 03" EAST, 1193.80 FEET; THENCE LEAVING SAID NORTH LINE, NORTH 43 DEG. 45' 03" EAST, 62.10 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 2, BEING THE POINT OF TERMINATION OF THIS LINE. PARCEL IV: AN EASEMENT FOR ROAD AND UTILITY PURPOSES 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: 6_ - �nNmTNiTFD 94-24503 ORDER NO. BU -142696-3 PARCEL IV:, CONTlk=D BEGINNING AT POINT "B" REFERRED TO IN PARCEL III HEREIN AND RUNNING SOUTH 42.92 FEET; THENCE SOUTH 65 DEG. 171 47" EAST, 142.99 FEET TO A POINT IN THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BEING THE POINT OF TERMINATION OF THIS LINE. PARCEL V: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE SOUTHERLY 30 FEET OF THE EASTERLY 30 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M. PARCEL VI: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE NORTHERLY 30 FEET OF THE EASTERLY 30 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M. PARCEL VII: AN EASEMENT 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:' BEGINNING AT THE NORTHWEST. CORNER OF THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE ALONG THE NORTHERLY BOUNDARY LINE OF SAID SECTION 11, 2430.02 FEET; THENCE NORTH 43 DEG. 451 03" EAST, 62.10 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF SECTION 2, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., AND THE END OF SAID LINE. a O� END OF DOCUMENT CD II o � CD m 0 z -�1 I� U a..) C/ -)O I� a� I� o I� I� — II 0 rt1 0 . CD I� E a..) C/ -)O I� a� I� o I� I� I� 0 II 0 II II � II II 0 � II a II II Q II o I Io 313 ft (7Telephone pole 0 PG&E Existing Pole IN% C C 0 L East Boundrly 1 348. ft. 500 600-1.800 & _ _ _ _ _yPacific Bell_E nt ________, �___�__ U lUC — 0 — Drive Way p O O O i O O Q 1 12Omc� PG&E Poles I 1. Dots on Map - approx 100 ft. intervals. 111 � J O O O O 0 O O VNZ 100 0 0 0 0 \ o//, a o2L i Water Well loo O O o// O o O O O ft O/ 0 0 O O / 235' ft 110o 0 0 0 0 Butte County Environmental ate =igoature West BOL'ndr'y---- 1541 ft UnderGround Bawer 11 1200 13( 30ft Driveway Propane reel obile Home 60f 14ft x 56 It 0 e tic " I-, i180ft- an J f C 0 a, I Water Line 355 ft Prop sed O NEW House 0 0 Rectangular footprint 40 x 54 ft. O O O O O o O O O 1 County uuiuyl urtvt >0r6v111e, Ca � c l Assesor'�s Parcel Number APS 028-170-171-000 l Parcel size 19.06 acres Drawn by Owner Frank J. Blecha Owners os r Frank J. & Teresita S. Blecha 194 Obert Drive Bangor, CA 95914 CI AI 8 7 2 6 5 4 'I i 54' I 42'-6" 6 � L=20'8" INCLUDING I� 3'0" WINDOW11'-6" MSTC4 2X12 DF2 MSTC40 I i1 I X6 DF1 5 1/4" X 11 7/8" LVL PHDS @ 16" O.C. �PHDS _MU/PHDS —2b— P D2DF1 M DF1 Guest 2X6 DF2 Ca 16" O.C. S 1/4" X 14" t Bedroom LVL Both FII 9 Cedng r 1/2" X 9 1/4" 9 Cd y L=15' INCLUDINGIS' VL ' •. 5'0"WINDOW 1' gape 0' to Garage i ! 3 Door — 4 =2W' )' 5' 15' 41 3 HdlWay 1� PHD25 9' Wing it S D41• PHD 6X61 L�'V j�2 lo DFl I PHD5 i g 40' L=14' M3TC4 3Q 6X6 T Foyer a DFI 9' Ceding F s 6 FI PHD2 5' I+ 11 7/8" TJI Great Room PRO 150 @ 16" O.C. Open to Above Vaulted Cuing Ktahen 9' Ceang I Area 5 1/4" X 11 7/8" LVL 21'Y Height D>L=151 INCLUDING 9. C°� 9 � 4'0" WINDOW 6'-0" 6X6 6X6 <D15- PHD2 iB y C4-41 DFI DF 1 X6 DFI 6 PHD2 (y 0 PHD2 I,PHD42,� OL=19'1 I" INCLUDINGO 2-4'0" INDOWS 4 40' �r 2 � Ay 2 � 2001 rive p�ovilte, APPROVED ®Otte COUn Environmental Health 1. 2 x 6 Loodbearing 16" O.C. 2. 2 x 4 Loodbearing 16" O.C. Assesor's Parcel Number AP# 028-170-171-000 Parcel size 19.06 acres Drawn by Frank J. Blecho Owners Frank J. & Teresito S. Blecho 194 Obert Drive First Floor F r a m i n g Bangor, CA 95914 530.679.0747 First Floor Scale: 1/4"=1'0: unless noted 8 1 7 1 -6 - 1 5 � T. 4 1. 3 1 2 1 1 ti8 7- a 6 5 I ` f 4 3 2 1 D O IAA, ? �►�r►�e L=T 20'-8.. t ! l VDV��y �ei1i^a 3. { „ • , 4010 Sider, 1010 Slider - i 15'-81/2" PHD2 PHD2 FTFd14'-6 4'—a" L=4< • Master Be&oom , r Vaulted Celelg 315' APPROVED e S2deWds ed Butte County DL2o' 2a -o° ,19' 'Environmental Health tL=19 / _ PHD2 FTF " 11'-6' yr )� gnature Top of 14' Fist Story double Plate Where Trusses Fasten 3'-8" i PHD2 FTF. th". 9'-61/2" L=9'6''0. 6--3" P.aster Bath 4' 9..4'. ��3'-2• 2466 h gPHD2 FTF Vaulted Cedbg S o _ 1511' Open to BdorSho. 12 15' 8"loot Great Room PHD2 FTF 266a xcB Walk -In aosetn5'-3..9� 9.�,9-9 9,_9..KneeWallw -6 1/2" L=9'6' 19' 9 1/2a � PHD2 FTF19'9" God Spacer - l'. — Top of 14' First Story double Note Where Trusses Fasten I l A - Assesor s Parcel Number AP# 028=170-171-000 Parcel size 19.06 acres Drawn by Frank J. Blecha A 1 Owners " Frank J. & Teresito S. Blecha 194 Obert 194 Obert Drive CA a l S e C'o n d Floor Framing Bangor, 530.679.0077 95914 47 t 8 7 6 5 t 4 rk ! 4 3 2 Scale: 1/4"=1'0: unless noted — Second Floor Framing 1 I— kA) 1. Dots on Map = approx 100 ft. intervals. 2. Note numbered bubbles similar to plot plan guide. or Y 2- P'CT 40 1-,-, 1, a 7 f (D Q S.? 4-4 b og bn -1 lk- at -o 61( 1-1V 111 _V40 e% E-1 �k (D -N Z ,O� 7 by Owner Fr2nk J. BIech2 3101 Ad2nIS Ct. Antioch, CA 94509-5318 Assesor's Parcel Number AP# 028-170-171-000 ' NO C6,) Vo"h East Boundry — 100 200 3 400 500 600 Q2j 800 -4 1348 5/8 ft 900 1000 1100 1200 1300 PaLE.Eqsement Underway ' A& — — 0 — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — IG)l 0 1901 M ICD I a) > CD I ;ft c9q (D I I 0 Cf, 'a) LI p p LI .... . .. Drive Way 0 0 0 co 1 W 256 1/4 ft 0 —ItVrt 0 Water z X-.000 100 ft Well #�.� 591 ft 'loll 3 PT NCLUDING BY -tin-rIlREs AND EQUIpMENT ",44� 'A / Z CP,I,C: 35 4ft 0 -d ot. 134111/16 ft Existing Power Pole West Boundfy ALL 0 OVERO' NOS SHALL WH CLEAR OF 7�0 FT' FRO%A, T14E SID'I--- At A SET BACK OF --�— 'J�- 2 ' PROFr,-Pj 12Y LII'417-�� THE REA41 poXE) CEI�Tf ErILrr,4E SHAU- Bf-: THE r- EiQUIMIENT E, -KC -PT CLEAR OF STRUCTL)r .jES AND FOR W.4 FT. EAVE Oe-RHANG. 0 ft 150 ft 16 ft Trees CD Se* CD TankFuture 0-)iouse Water Line 355 9/16 ft 4R S' 6 PT NCLUDING BY -tin-rIlREs AND EQUIpMENT ",44� 'A / Z CP,I,C: 35 4ft 0 -d ot. 134111/16 ft Existing Power Pole West Boundfy ALL 0 OVERO' NOS SHALL WH CLEAR OF 7�0 FT' FRO%A, T14E SID'I--- At A SET BACK OF --�— 'J�- 2 ' PROFr,-Pj 12Y LII'417-�� THE REA41 poXE) CEI�Tf ErILrr,4E SHAU- Bf-: THE r- EiQUIMIENT E, -KC -PT CLEAR OF STRUCTL)r .jES AND FOR W.4 FT. EAVE Oe-RHANG. 0 ft k,8 1. Dots on Map = approx 100 ft. intervals. 2. Note numbered bubbles similar to plot plan guide. 0 5"' by Owner Frank J. Blecha 3101 Ad2n1S Ct. Antioch, CA 94609-5318 Assesor's Parcel Number AP# 028-170-171-000 61( Z 0 0 FRAM FM I I IG)j IQ% I M I Cb I Ia) CA I Cb I Cn z� 0 200 Afolh C6-) East Boundry 400 500 600 - 800 1348 5/8 ft — ___0_ (T)PG&E Easement Underwav 900 1000 1100 1200 1300 '0'f)PP'0VtU iium countY 0 environtnentj Ilea"" [I 11 591 ft 0 W�; '3 -Drive Way it'll M'� bl 1 0 0 0 0 256 1/4 ft . ............ . Oe 0 t k6l 0000 Water 100 Well 0 235 114 ft 44 134111/16 ft Existing Power Pole West Boundry gr 3 71ijig'fi �)'01 . . . ... ......... .... 2475/1 Trees lot S. Septic Site of CR Tan Fu re Water Line -)louse 355 9/16 ft 150 ft 0 0 0 0 0 0 0 0 0 0 0 0 VA1 0 Q2.) 619 /16 ft 0 0