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039-390-010
039-390-010 ' 01-400 SEYFRIED, JEFF 1369 ORCHARD WY. HICO, CA CONr:OWNER t hAv NEW SF W/ GARAG 3, IH -U` A` t''i�t, r>2 X"]t�dl�"�' S tea, � t . -•s , �t } r lfj^r F.� �'i"`��e+,i tit', i int.• � r' a . � _, n. . s �' :t���M: �* vi. :.�.'+"r w;�v...�, . v .�...—.r,�,,,,v�... �.,_ ;��..._. .. , �..,, . « •'f+'.� � ^,�^..'-' Y.:':: C�FS::4�.7fi*t't.�-.+•S. l' � 9"042-260-010 ,01-2661' 4 JESUIT, TONY } ' 805 OAK LAWN,ICHICO' CONT: BUTTE ROOFING REROOF/SF J o S . t. kk t L _,ZS-� �l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive • Oroville, California 95965 • Telephone (530) 538=7541�'j PERMIT NO. M�� (Rev. 12/96) APPLICATION AND PERT �/ i' /041 ASSESSOR PARCEL NUMBER t G,.. ol ZONING G n BUILDINGPERMIT OWNER• TELEPHONE A SO. FT. OCC. BUILDING VALUATION .OWNERS �rIAILINGI DRESS �/•� �'� ��� / .\* ve.f A4i CONTRALTO 'S NAME I TELEPHONE CONTR7TORS MAILING ADDRESS �yV CONSTRUCTION LENDER Fireplace LENDER'S M4ONG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS i! Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP Flin Fee 20.00 PLUMBING PERMIT9 Each Trap 7.00 USEOFSTRUCTURE SF Y, Duplex ❑ Mobilehome ❑ Other SPECIFY 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: ...,q Y t'1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 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./� / License Class ev. 919 Lic. No. tC+ %�o ©(7 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 4 performance of the work for which this permit is issued. 4� I 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 c rrier and policy number are: Carrier )74;C.� i✓�.•J. ./l..f-Y Policy Number .-Yr/ •» S ,:A/ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) [31 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' compensationprovisions of section 3700 of the Labor Code, I shall forthwith comply,with those provisions. X i i.:>K'F� /� F: -� Date /flS //'/ Signature of Applicant - ❑ Owner'- ❑Contractor fi7 Agent / An OSHA permit 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. SO OR ADDNS. ( a ACc. Stns. 3.5¢FT: NON-gEOSID. ' MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTC.. .00 EX. Occup. OUTLET OR FIXTURES BAL @ 1.,S0 Ex. Occup. ounEDrsA eEslo°FR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz. p, FEES IMP I FLOOD I CDF PARCEL PD HD 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. I t { Bye G . ^it . Date /41 PERMIT EXPIRES -ON Dete ReceiptNo.'~ /LI G r' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIV SION, O OVILLE 'FROM: Gl' _.. Q , ENVIR. HEALTH, CHICO I DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL .FOR: C� Af:7>/rte- OWNER NAME: SEPTIC: l/ WELL: AP#: _ ADDRESS/LOCATION: Comments: GL/memos/releasehold OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT' ASSESSOR PARCELNUMBER 039-3w-010 ZONING SR -1 BUILDING PERMIT . OWNER , C1+VT+'f�TR'fl � TELEPHONE T 892-8538 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 1612 -,1PJgrT LW- , r-WTCO rA QSa)r, y At n y�� #lW� ..522 00 AAs TT A Q".QA CONTRACTORS NAME TELEPHONE ^l 15c).oYm CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS r' Fireplace A 1 5(x).00 Total Valuation $ i m.tom ARCHITECT OR ENGINEER - LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 688-50' ! ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ A -nn BUILDING ADDRESS 1369 ORCHARD WAY (ICO CA , Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 11 78.5A LOT NO. SUBDNSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF :©+ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 111 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 f� Each gas water heater or vent 15.00 q l .... TYPE OF WORK W New [7, Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe work: SINGi.0 FAMILY RESIDII4M 3RD 2$A. WIN 2 CAR f:ARAM Gas piping stem 1 - 5 outlets 15.00 out � . An Building sewer 15.00' Mobile Home IS I GI W @20.00 - PERMIT FEE $ 157.W ELECTRICAL PERMIT Filing Fee 20.00 aoov OR LEss Main Service 20.A OR LESS 23.00 23.W 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.PSINGLE 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: j� 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 Mein Service zooA TO ,000A 46.00 NEW CONST. DW ,110 OCCUP. SO �• OR ADDNS. ( a Acc. BLns. 3.5¢Fr: CONST MULTI.OUTLET @7.50 8 OUTLET COWER APPARATUS IR. 20 @'.0° Ex. Occup.OUTLET OR FUTURES BAL @..SO Ex. Occup. GuT>Fis PR91)EA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ I 147.V0 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 forth'wi , complyy,with those provisi ns. X r1 �/ �7 Date �_�• 2sr- ,Q,1 Signat60.of Applicant - F0 Owner! ❑Contractor ❑Agent An OSHA permit is re uired for excavations over 5'0" deep and demolition or construction �Struc`tures over 3,stories in height. f f MECHANICAL PERMIT Filing Fee 20.00 Heating 1 15.0 0 15.00 Cooling 1 15.00 15.00 Hood 6.50 6.50 Ventilation PERMIT FEt $ 56.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 RBOJ "vikTYPE TOTAL FEE $ 1585.90 HA2. ,�,,. ,p%F'Ea, /1/j *IMP FLOOD -CDF _� PARCEL X I ( X �X D ',ISsuE Loll s/ , This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. [� J Date By .o-rf 14""A't 0 V PERMIT EXPIRES ON `' "yfAyo- ! Date ,of ReceiptNo. l-rw * IGo, rn// �f ��" lS// 3 -9.") WHITE-D.D.S.-B.D. CANARY -ASSESSOR // PINK -INSPECTOR GOLDENROD -APPLICANT vj NOTES ri f } _ tl c r- ti s RESIDENTIAL 039-390-010 01-0400 SEYFRIED, JEFF 1369 ORCHARD WAY, CHICO CONTR: OWNER NEW SINGLE FAMILY RES 3 BD 2BA SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. r FIRE SPRINKLERS'REQ. F , SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LE ER • �_ Y _\ • "F " OFFICE COPY f Address j GAS Date Meter By ELECTRIC Meter By Date JOB FINALED (D I Signature 1,1=01< ' 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except It's 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed :. i N i 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except tf'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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ' 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed :. i N i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s Date / 1.) njAg- Setbacks- Ease mentVFlood- Slope lf) , 7— ,ot It-- K"'e 21 g., ain, Soils-Elec. Wd.-// L—/" Fig. Depth , Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth tg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts- Wrapped 6. St walls, Gara Steel-Blockouts-Wrapped 6Ur of ns and Special Anchors ___%' 8. Pi5w-fireplace Ftg.-Steel —T .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- Vent s-Crippies 15. Access & Ventilation 16. Insulation Range Circle e / ga or Al -Oven Circ. / / ga Cu or At ulated Neutral es O No Date Car 1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Smoke Detector er Htr.; Vent -Access -Combustion Air Baffle vl tS(J,4 S ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection •20- Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Date Gas Pioe: Sixe & Anchors =ate, , ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection f�ec. Receptacles Spacing -Lights & Switches at Doors 5iE Boxes & No. of Conductors Stapled Ul"Romex Installed Close to Edge of Studs & C.J. 75. tAquip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 7 ' bleed Wire Size,/ /,gkCu or AI-A.C. Wire Size / / ga Cu or Al Range Circle e / ga or Al -Oven Circ. / / ga Cu or At ulated Neutral es O No Service -Riser Conductors & Ground Main Disconnect 80. quip. Clearances Panels-Motors-Mech. Equip. Q� G� p 33. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date vl tS(J,4 S Date Card B-1 ` Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s 86. C. Ducts Insulation & Support t Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 90. Attic Access & Platform if Furnace in Attic Date 4 I Card B-1 Date Card B-1 Date Car 13-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Is Proper Materials & Anchors 1 alls Studs -Nailing Spacing & Braces -Plates -Sound OL3Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) iq Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING (Continued) -Post Caps- Anchors -Connectors - iist-Rftr. Ties-Purlin-Roll _ ,ac. -Tru Date FINAL (Plans) OK except #'s xt. s -Door & Sidelight Protection -Landings 6 . oke Detector urnace Vents -clearance -Comb, Air -Connector - In Garad6". Above Floor-Ducts-Mech. Protection &-P G.F.I. th Fixtures & Tub Access -Spa t8. c. Trim & Subpanel, Breaker Sizes & Labels 69. 4&rirq,6,ce Ties or Type A Flue-Firdplace Throat Clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. k Dimensions rage Fire Protection Framing operty Line Firewall & Openings 04-11 75. V IXO'Ext. Doors -One T -Check Garage 3rd Story, 2 Exits -54— Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 7 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers iGs Sidi ailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access azin rea-Glass Protection -Skylights -Plastic 80. Sh r Walls; Nailing -Bolts Q� G� p r e Int rior/Exterior Wall Panels ns ion -Walls -Ceilings nfiliration-Walls-Windows Clearance Looked under Floor E) Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. s -Door & Sidelight Protection -Landings 6 . oke Detector urnace Vents -clearance -Comb, Air -Connector - In Garad6". Above Floor-Ducts-Mech. Protection &-P G.F.I. th Fixtures & Tub Access -Spa t8. c. Trim & Subpanel, Breaker Sizes & Labels 69. Stair Rails r face or Stove, Clearance -Hearth . E . Outlet at Wood Panel, Int. & Ext. Kit. ' O. & Appliance; Ground -Air Gap -Cooking Clearance utlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 75. A.C.,Ddff in Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in raAbove Floor-Mech. Protection 7 ec. & Mech. Equip. Listed for Location PIrcRece.tacles gI in Garage (F.F.I.)-Romex Protection 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 E) Yes 82. Following Instid./Drive :) Yes /Walks J No/Planters J Yes J No to Brown -Finish .C. nit Disconnect, Electrical -Plumbing a&. -Vents Above oof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wat ell, Disconnect, Electrical, Plumbing xt Elec. Trim, G.F.I. Receptacle -Underground e tion Throughout House lass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. W& S wer Connected -C/0 to Grade -HD Approval 9 En Compliance Certificate -Other Certificates Address Posted Date Date Date Card B-1 Date Card B-1 Card B- Date Card B-1 Card B -K K Date Card B-1 Comments at Final 4P. ....—POUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive • Ciroville, CA • (530),538-7541, -CORRECTION NOTICE. A A OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the Wr 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. 1 1,- A ro LA,�+ e cz�s 4 �. Date Inspector REV 10/92 .�.�... : . ......... . . . . COUNTY OFIBUT�TE . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-75'41 ' rad 'CORRECTION NOTICE _ OWNER r PERMIT NOS .:w 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 . f completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.' Y . "::'SAAAARA _s. y HtV 10/92 COUNTY OF BUTTE =? _" BUILDING DIVISION 1.: 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 4 7 rig ft� I i" aNER PERMIT NO. A routine inspection indicates that the following violations of butte county, Ordinances exist at the "~ above address nd should be corrected. Please notice this office when correction of work is _. :.' completed. it ou have any questions pertaining to this matter, or need additional explanation, } please con ct this office immediately. - V/, L r C V s icy -- I 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 - Ciroville, CA * (530) 538-7541 CORRECTION NOTICE S� �r lel G� a �� . �. 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. rW1114-76 0" 141 '61 I Date Inspector REV 10/92 .:, ....:COUNTY OF BUTTE ............ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ry 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r �= 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. yt vi�� OUTS 711/ -/?7- ,s Hc)mr DAT7 'Vol m. 'Vol ji0sny, Way'�WJPL-j JOM5 ssmAq Cg7Y3"p"m 7N .7 U I It. rm Ak A 'U`.._ ? W00.1 'TF n 1j, n c AM LHFA-o• ilia `�, S v,' i',4 N. 5.o provide i a t i L-jr: tn. SCO -894-2475 01 Pi ----------- Hc)mr DAT7 'Vol m. 'Vol ji0sny, Way'�WJPL-j JOM5 ssmAq Cg7Y3"p"m 7N .7 U I It. rm Ak A 'U`.._ ? W00.1 n 1j, n c AM LHFA-o• ilia `�, S v,' i',4 N. 5.o provide A"... -teed t-ter,Ty it.] ----------- -- FEC040 OF MGM= wam PAM AW NW, Vol lion! W Axqoj.� J., muu..' IN pit-, �NA N-114,41MUM WEIGHT 101. SO, FT PER . .. . .......... .... Thi know lot 176 llvi Q sit M. 17 121 t:4 .2 151 J. 13 Hc)mr DAT7 'Vol m. 'Vol ji0sny, Way'�WJPL-j JOM5 ssmAq Cg7Y3"p"m 7N .7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) &=-7&A PERMIT NO. (Rev. 12/96) APPLMATION ANDPERMIT ASSESSOR PARCEL NUMBER 039-390-010 ZONING SR -1 BUI G PERMIT OWNER TELEPHONE 892-'8538 SO, Fr, OCC. BUILDING VALUATION 99,52'2.00 . OWNERS MAIUNO ADDRESS 498 IT 0 CONTRACTOR'S NAME OWNER TELEPHONE 243 C 3,159.0 0 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 113-145-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 688.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1369 ORCHARD WAY CHICO CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap ill 7.00 USEOFSTRUCTURE SF 1 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 9 -nn Each gas water heater or vent 15.00 1 on TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY RESIDENCE 3BD 2BA WITH 2 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 1 nn Mobile Home I S I G I W @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLES3 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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.DWEWNG OCCUP. OR ADDNS. ( a ACC. erns. SO 3.5¢ FT.- 81.95 REOSIT. BRANCH MULTI-OUTLETITS @7,50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00 BLL- @ .w ED A Ex. Occup. DF"TL R� D °E. 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 147.90 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 theX workers' pen tion provi ' ns f section 3700 of the Labor Code, I shall f ir mpl ith thoseovisi s. X Date ZZk=p% Signa r Ap ican Owne ❑Contractor ❑ Agent An er is re ire for excavations over 60" deep and demolition or construction of ructu over cries in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 15.00 Cooling 1 15.00 15.00 Hood 6.50 6.50 Ventilation PERMIT FE I: $ 56-50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 R�j TYPETO AL FEE $ 1585.90 v NM mr�xp FLOOD CDF PARCEL PD HD SUE X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable Resolutions been D J -z 1P.4 provisions to do work paid. e 1§124& Receipt No. 39 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN OD -APPLICANT ■ TO: epartmerW FRO Environmental Health S ECT: Sanitation Clearance Plot Plan Attached Floor Plan Attachu Sant to B.O. :9 -1; b) - 6-L+ 6b c IFi�Y67-0 , - L9V a391-��d-(11 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public `Private Well Clearance for dwelling. Other Hold final for: O.K. for: NOTE: Environmental Health Specialist 8/96 X0 A V Date COUNTY OF BUTTE - DEPARTMEM ,0 DEVELOPMENT SERVICES - BUILDING DIVISION i 7 COUNTY CENTER DRIVE - OROV- _ CALIFORNIA 95965 - TELEPHONE (530) 538-7541 � i1 ..- PERMIT TION DATA SHEET � w OWNER: 115ftA ASSESSORPAC R: (/ 317- 396 - C/O Proposed Buildingk#s "S F. Building Insp Date: 0 - 428- 6 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: i - Date Received By C11. All iiems have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. 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! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------------------------------------------------------------- 9. ufactured Home data and installation instructions including Tie Down Specifications.------------------ OKFees of$ � i� 3�, q n------------------------------�-------------�-` ----------CGLp'C.�-----------Impact fees as shown on the attached schedule. ��•r= -T- --4---------------------------1 1 --7T?77-F 9W k ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1 o.Flood elevation certificate. --=---------------------------- --------------------f------------------------------------ 4. Sanitation and plot plan approval�?� Health'Department. )-----i------------- i ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ T. Planning approval for (A) Use: a K (B) Parking:Z -------------------- ----7—t—t5 . 8. Contact Land Development about 044mprovements, Q Drainage, Legal Parcel.-- ----------------- _ Permit for driveway (construction approval prior to occupancy). --------------------- ------ 9. Encroachment Permit Pre-inspection for required Request to Building Inspectof:on(Date) 021. Contractor's license information. (Number, Name Style, Classification). 2 . Workers' Compensation carrier and policy number. ----------------------- 23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- tter of signature authorization. ------------------------------- 1 5. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------1=----------- 027. Manufactured Home utility clearance. -------------------------- ❑ 28. Existing violations and/or expired permits. --------------------- 029. 0433 A, OGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: . Z -V NAVIR,F&jr!� t/ When you issue the permit, process as follows r to owner, ❑M it to contractor. XTelephone the �$ and hold for pickup at C Ito o .0 D liv inspector. q2 9' I-/ -Applicant: Date: 2r -/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air P9 `ate: By: Copy of plans sent o Health Department, ❑ Fire Department, p Other: By: 1. Index permit application for the above items numbered: vw, 11 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 Di ounter, by —bate: Plans reviewed by: ti' Date: 2 •O Plans approved by: Dateate: 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 DEVEJ,OPMFNT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER PROPOSED BUILDING USE I t -- SCHEDULE OF FEES DUE DING PERMIT FEES 1635 /1 -- Balance Due ................ $ _ 1 U 3 S • 76 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES, (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 3tol6 . bD Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 104 URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. V 5. RECREATION DISTRICT FEES (paid at District Office) CA rd 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE RECEIPT # DATE REC 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 py6cess. APPLICANT DATE 2e [� / Pursuant to Gove e Cd /ection 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) F'.O1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. I.Reh''t2/96j APPLICATION AND PERMIT A/td�OR/MCQw179OM6-0 ` 10 • ZO 2_ BUILDING PERMIT owNAR �N�Jr3� SO_ FT. OCC. BUILDING VALUATION ww...�.� �ww�_ 1Ao�aa+nGlES; Tlll►NOM[ � ' � 'tai MECHANICAL PERMIT Fling Fae 20.00 . . ao CONn1ACMA''S MAILING _V"::;, Cooling5 • GONITMATION u:NDo1 5.017 5� Hood 6.50 WMIM'SMANAMAOORLSA `SHERRIFp �- �: � 3Co� • (�l� Fireplace 0 AcaurcaORINMES, ucc►sc No. Total Valustlon S PERMIT FEk S • S Filin Fee _ S 20.00 ARwrcaoReNowc>asMAUNOAooRea Permit Fee $ 50 41,1160IProAWRISS Plan Checkin Faa S , 00 �- lan CheckingFee S Z,'3 w S IOTNa SU/DIVISMSHUR' PARceL NA►PERMIT FEE S r rJ UMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 7.00 ,00 haat um water heater 29.00 SFX Duplex O Mobtiehome O Other creep in REh 15.00 /rj.w TYPE OF WORK water healer or vent 15.00 ]5,� tam1 -5 outlets 15.00New AddAlon O� O U6fitiee OInsulation O Other O sewer �` 15.00 Work.�:.,QQ _ ms S G W .WDescrriib�be @20.00 OC bcc6k PERMIT FEE S , p ELECT ICAL PERMIT Filing Fee 20.00 in Service ,°o ."' 29.00 3.� in Service 26M To 1000A kt.Aooml. 46.00 OCCUPai ADCC ea Olt 3.StRRE910. MULTI. OlrT1.E! @7.50 POMO1 APPARATUS 5 A $OLMO e7R Ex. Occup. own" OR PaTuaft � � I.0° SAL .!0 Ex. Oeeu '01c° APPN6. °" ovTtETs olo. a 5.00 /6357 c( `, (v -Temporary Service Mobile Home Facilities 23.00 a) 20.00 Mae. Wiring 29.00 %JNTOT •L�FEE S TOTAL�r�..j •KAW. Col.=Us ., 11 This permit Is hereby sued under the app cable provisions of the Butte County Cada and/or Resolutions to do work Indicated above for which foes have been paid. By Data ReeelptNo. PERMIT EXPIRES ON WHITE-O.D.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR OOLOiNR00•APPLICANT b PERMIT FEE I S MECHANICAL PERMIT Fling Fae 20.00 Heating _V"::;, Cooling5 5.017 5� Hood 6.50 `SHERRIFp �- �: � 3Co� • (�l� Vantlktion La� PERMIT FEk S • S :*. Mobile Home Inataliation Fee 8 Energy Inspection Fee cossT. TIPE %JNTOT •L�FEE S TOTAL�r�..j •KAW. Col.=Us ., 11 This permit Is hereby sued under the app cable provisions of the Butte County Cada and/or Resolutions to do work Indicated above for which foes have been paid. By Data ReeelptNo. PERMIT EXPIRES ON WHITE-O.D.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR OOLOiNR00•APPLICANT b 00 �7.•-ry.rf�.•TivCA�y'}orf..+�-+;y^�^.,�"`�-d'"}�7'wtrr^a•.:...,�;xf�►+�-�*r'X,+"V"y�yrn1^'1"�"'�''�'..�1r�""�*'r:jw-c.F"'E*r►`�ii�-r�•bvi��'+�.i7x�'L{�C,r'k"�!✓�"'"` . BUTTE COUNTY PARKS DEViMPMEWT.FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) F Property�'Owner '-C Project Location/Address 6q r-chaP Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential ;- to Residential Total Number of Dwelling Units, . s Comment: r x.12.4/ Buildin De rtment Rep es ntative�,Date y,,..,-• �ryr9ryt�r�r�tytYr*wink,rkkikkyrytYryrYcyrkkkkyt•Ark�kyr�kYrkrtyr•kkaryrrt�rvrYrYrYr�ktYtikrtyt�kk�r,�rir�IrkyryrYr�kycYr�Ar�r�AnAnAryt�lr • Chico Area Recreation and Park District(CARD) certifies that 16I -L (Street Address) (City (State ip Code) has,,complied with 'the.requirements of Butte.Co. Reso;lut,ion No. 90-140 by !f - . payment for dwelling units @ $1,189 for total payment ofI$ 115 S�L P�Y,1 a oo i CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO.l.f>Y1^WtU l w^ PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 04/03/01 #0762 11:47AM �,MTDTAL $1189,00 t . y ' School District A.P. Number Property Owner% +!^�/� TS1v," •lryZl;(W�"�_%TA,l��yiT�M i�l.'f�hxwf'iY•1('.a.'.".`�'.IirT"�N�]TVW�'•'+,+Ki�i:rdiiv.w.►'K"rw`N+rM-nn ,inf+l,,r+i. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 1 form?W Bullding) l Q l.,l., U Building Department No. 2 � 771 >�}0 `' 0Jurisdiction: 4 City County Property Location/Address 12('/ "1 Rd I (-'/L:G(, I Ut V-1 w Subdivision Lot No. _.._.__......_..._.._.._..............._............................................................, M Residential Development ..3y '"� ( Sq. Footage [ g 3 No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # '................... ........ • J Commercial/Industrial ., M0 :, - ,:• �... K;t _: „ . „Sq. Footage New �j . 'Additionk ' r ! (Including Exterior Roofed Areas) Building Depa entRE Mans Date District Identification No. �`_•.,• -School, District certifies that N, V (AVIfccantt)) vi Ani /� ti_ ri ` X -2 , (Street Address) ' (Phone Number) q 5 fib? 4 (City) has complied with the requirements of� on No. representing square feet. (State) / Paid by Check # Remarks: (Zip Code) by payment of $ -917 M-101 �_457 FAB 2926 $ ULL MITIGATION $ t Date Nodce: 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 (CEQA), this project may be subject to additional school fees to fully mitigate its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs 00/981dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 200 1 —0009954 Recorded OfficialRecords . Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:27AM 14 -Mar -2001 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Maureen Page 1 of i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. ° All that real property situate in the County of Butte, State of California, described as follows: . Ve4elly .2-6 , 4 5 5LLo, 0A 46t� -DdC rr � f � � 1 �1A,dY-Go r ok C©Dwc tg( 106!�/L c fl� S a (s) l0S-. r �/ �� Date G%'O ( PROPERTY OWNERS: ( V2 State of,Califo a ) County of ) On before me, personally appeared 74,P?1�- c5 P t/rr penally l aw,(or proved to me on the basis of satissf ctory evidence) to be the personO$) whose name(s) is/kke subscribed to the within instrument and acknowledged to me that he/s/tlpy executed the same in his/hor/their authorized capacity(), and that by his/hgk/tbq i signatureQ6 on the instrument, the person(o) or the entity upon behalf of which the person(sty acted, executed the instrument. WITNESS my hand and o ui V -BLAIR L. HERMAN Signature ,,�� Seal: y COMM. 1207756 NOTARY MUB iP-20 L'r2atn A a COUNTY OF BUrfE N Comm. Expires hp.7, 2003 w A.P. # ��� 5,q( O March 12, 2001 Jeff Seyfried 1612 Sunset Ave. Chico, CA 95926 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-390-010 Building Permit Number: 01-0400 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide three copies of your plot plan. Follow up to our conversation on Friday, March 9, X001: Chico office cannot find the copies of your plot plan. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART=II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form. 2. Complete and return your park impact fee form. 3. Health Department clearance has not been received as of this date. 4. Provide a recorded copjTof Agricultural Acknowledgment Stateent. 5. Provide copy of approved encroachment permit for driveway. 6. Provide owner -builder statement. incerely, ,i M rtha jitney Plans Examiner PRC -ECT PROCESSING RFrORD APPLICANT: i 46 OWNER: PERMrr #: A. P. #: WORK DESCRIPTION: DATE_ rru - n, n t r' xv , o o ir► V — E - - �M' OD MSCELLA.AEO US OKY Owner: Building Permit Number: C9 t �0O Plans Examiner: A P. Number: .039 — 390 . "el 0 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. LOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures.- 4. tructures.4. Grading, fills and/or drainage. 5. Flood halard 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). ,Y. Egress windows (Uniform Building Code section 310.4). ,4. Skylights (Uniform Building Code section 2409 & 2603.7). p'. Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). �. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ,�. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). R. Prohibited locations of gas heating equipment -(Uniform Mechanical Code 304.5). 0. Garage firewall separation - recuired on garage side iueluding sapporting walls'and posts (Uniform Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). I . Smoke detectors (Uniform Building Code section 310.9.1). i3. Water closet clearances (Uniform Plumbing Code 408.5). 1�. Shower comparnnent minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. . Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. . Firieplace construction details and calculations if necessary. 1 . Garage door header size(s). 1 . Porch header size(s). 1 . Stud heights. 1 . Expansive soil — special foundation design required. 1 . Retaining walls requiring design. 1 : Special Inspection requirements. I . Header sizes.. r' 1 . Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). .,....Brick or stone veneer (Uniform Building Code section 1403). . Exterior*plaster.— weep screeds (Uniform Building Code section 2506.5). . Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). . - Roof covering type - (fire hazard). Foai_u 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). 0,. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1 Attic access and ventilation (Uniform Building Code section 1505). '.., 2; Combustion air for fuel burning appliances — LPG requirements. 3: Sound requirements. 4. Energy design compliance and supporting documentation. 5: Flashing at all exterior openings. 6. CDF responsible area requirements. 1 . Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. - Special Inspection requirements. :. 17.5. = : Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 0 CERTIFICATE OF COMPLIANCE: RE�SID90TIAL Page 1 CF -1R Project Title.......... 1843 Plan - M 5el'f'- Date..11/19/99 14:47:02 Project Address........ y4a:s — ******* Chico *v5.00* (91 - Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 3•/2 �1 1907 Mangrove Avenue, Suite E Plan Check,/Date Chico, CA 95926 530-894-3422 Fi.eld Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for -1-999 Standards by Enercomp, Inc. MICROPAS5.v5_00 „File -99319S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Service Run -1843 SF Mater Plan GENERAL INFORMATION Orientation Window Conditioned Floor Area..... 1843 sf Front Building Type .............. Single Family Detached Window Construction Type ......... New Front Building Front Orientation. Cardinal - N,E,S,W Window ......Left Number of Dwelling Units... 1 Back Number of Stories.......... 1. Window Floor Construction Type.... Slab On Grade Back Glazing Percentage......... 13.1 % of floor area Window Average Glazing U -value.... 0.82 Btu/hr-sf-F Average Glazing SHGC....... 0.7. BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -.value U -value Location/Comments ...,.. Wall Wood R-13 R-4 R-17 0.063 PLAN FRONT, LEFT BACK,. . RIGHT Wall n/a R-13 R-n/a R-13 0.088 KNEE. WALL, TO GARAGE Door n/a ...., . R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO EXTERIOR Orientation Window Front Window Front Door Front Window Front Window Front Window Left Window ......Left 17,.5 Window Back Window Back Window Back Window Back Window Back Window Back Area U- (sf) Value (N) 25.0 (N) 7.5 (N) 20.0 (N) 16.0 (N) 16.0 (E) 6.0 (E) 16.0 (S) 17,.5 (S) 53.4 (S) 16.0 (S) 16.0 (S) 24.0 ('S') --8.0 0.870 0.760 0.550 0.870 0.870 0.870 0.870 0:870 0.770 0.870 0.870 0.870 0..870 FENESTRATION Interior SHGC Shading 0.7.00 Standard 0.730 Standard 0.650 Standard 0.700 Standard 0.700 Standard 0.700 Standard 0.700 Standard 0.700 Standard 0 . 700 ' Standard 0.700 Standard 0.700 Standard 0.700 Standard 0.700 Standard Over- Exterior hang/ Shading Fins Standard . Yes Standard Yes Stand Yes Standard c None Standard None StandarNone Standar es Standar Yes. Standard Yes Stan Yes tand Yes qts Stan , Yes. Anpp �d a CERTIFICATE OF COMPLIANCE: REESIDEITIAL Page 2 CF -1R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy CalculationServic Run -1843 SF Mater Plan Equipment Type Gas ACSplit SLAB SURFACES Area Slab Type (sf) Standard Slab 1843 HVAC SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor. (gal) R -value Storage Gas Standard 1 .59 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in'.his�section should be documented on the plans, *** ***,installed to manufacturer and"CEC specifications, and.. *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is,for the front -facing North. ' A REMARKS i Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R74.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor. (gal) R -value Storage Gas Standard 1 .59 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in'.his�section should be documented on the plans, *** ***,installed to manufacturer and"CEC specifications, and.. *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is,for the front -facing North. ' A REMARKS i �1 CERTIFICATE OF COMPLIANCE: R2SIDENTIAL Page 3 CF -1R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPASS v5.00 File -993195 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation.Servic Run -1843 SF Mater Plan 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. Name. Title... Agency.. Phone... Signed.. date DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Name.... Marty Runnells Company. Architect Company. Energy Calculation Services Address. 383 Rio Lindo Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Chico, CA 95926 Phone... 530.• 4.5719 Phone... 530-894-8466 License. _ Z� Signed.. c�% Signed.. .�'y� / // t' ate ate ENFORCEMENT AGENCY Name. Title... Agency.. Phone... Signed.. date MANDATORY MEASURES -CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 Pro'ect � Add M t P1 ******* ress........ as er an Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan 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_o.f 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 Design- Enforce- er ment *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 -value in,,,metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built -fireplaces have: a.. Closeable -.metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. WA MANDATORY MEASURES CHECKLIST: RESiDENl''IAL Page 2 MF -1R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92. Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan 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...andjor„cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): 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 of 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 systems, 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned -space. -Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that_..meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually V/operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation 0/,4 pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household coo}cing appliances have no continuously burning pilot light (Exception: Non-electrical"cooking appliances with pilot < 150 Btu/hr). ► A _ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run-1843.SF Mater Plan 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 aftentrance to the kitchen. 150(k)2 Rooms with a shower or -bathtub -must either have 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. Ci COMPUTER METHOD SUMMARY + Page 1 C -2R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14':,47:02 dd 1 ******* Project A ress........ Master P an Chico *v5.00* Documentation Author... Marty Runnells ******* Energy Calculatiori'Services' 1907 Mangrove Avenue,,,.. Suite E Chico, CA 95926 530-894-3422 ima e one........... . Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc: MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Design Compliance Margin Space Heating.......... Building Permit Plan Check Date Field Check/ Date ima e one........... . Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc: MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Design Compliance Margin Space Heating.......... 19.07 19.87 -0.80 Space Cooling.......... 1.3.46... 9.03 4.43 Water Heating.......... 13.73, 12.18 1.55 North Total 46.26- 4.1.08 5,;,18 Space Heating.......... 19.07 20.47 .-1.40 Space Cooling.......... 13:46. 12:45 1.01 Water Heating.......... 13.73 12.18 1.55 East Total 46.26 45.10 1.16 Space Heating ........... 19.07 21.02 -1.95 Space Cooling.......... 13.46 9.51 3.95 Water Heating.......... 13.73 12.18 1.55 South Total 46.26 42.71 3.55 Space Heating.......... 19.07 20.86 -1.79 Space Cooling.......... 13.46 11.48 1.98 Water Heating.......... 13.73 12.18 1.55 West Total 46.26 44.52 1.74' *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor ,Area..... 18.43 sf Building Type ................ -Single Family Detached Construction Type ......... New Building Front Orientation. Cardinal - N,E,S,W Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S 'Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan Zone Type HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Door 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Roof Surface Conditioned Volume......... 15363 cf Slab -On -Grade Area......... 1843 sf Glazing Percentage......... 13.1 0 of floor area Average Glazing U -value.... 0.82 Btu/hr-sf-F Avera,ge-Glazing SHGC. .... 0....7 Average''Ceiling Height..... -8.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Area V61'ume' Dwell Cond- Thermostat Height Area (sf) (cf) Units itioned Type (ft) (sf) Air Leakage Credit 1843 15363 R-0 1.00 Yes Setback 2.0 Standard No (N) 2 Window OPAQUE SURFACES 3 Door ' ' Area U- Insul Act Front Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments Tilt Type/SHGC 255 0.063 17 0 90 Yes WALL.R13.R4 PLAN FRONT 20 0.088 13 0 '90- Yes None KNEE WALL 174 0.088 13 0 - 90 No None TO GARAGE 18 0.330 0 0 90 No None TO GARAGE 329 0.063 17 90 90 Yes WALL.R13.R4 LEFT 90 0.088 13 - 90 90 Yes None KNEE WALL 385 0.063 17 180 90' Yes' WALL.R13.R4 BACK 31 0.088 13 180 90 Yes None KNEE WALL 275 0.063 17 270 90 Yes WALL.R13.R4 RIGHT 26 0.088 13 270 90 Yes None KNEE WALL 108 0.088 13 270 90 No None TO GARAGE 1843 0.031 30 n/a 0 Yes None TO ATTIC HOUSE 13 S1abEdge 14 SlabEdge Orientation PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 0.760 R-0 1 Window Front (N) 2 Window Front (N) 3 Door ' ' Front '(,N,) 4 Window Front (N) 5 Window Front (N) 6 Window Left (E) 178 0.760 R-0 ,.No TO EXTERIOR 36 0.500 R-0 No TO EXTERIOR FENESTRATION,SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC. 25.0 0.870 0.700 0 90 Standard/0.76 Standard/0.68 7.5 0.760 0.730 0 90 Standard/0:76 Standard/0.68 20.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 16.0 0.870 0.700 0 90 Standard/0.76 Standard/0.68 16.0 0.870 0.700 0 90 Standard/0.76 Standard/0.68 6.0 0.870 0.700 90 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.G0 "File -993195 Wth-CTZ11S.92...Program-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run-1843.SF Mater Plan Surface HOUSE OVERHANGS AND -SIDE FINS. Window- Overhang Left Fin Right Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth-Hght 1 -Window, 25.0.n/a 5 FENESTRATION SURFACES .5 n/a n/a 2 Window Area U- 5 Act 0 Exterior Shade Interior Shade Orientation Door 20.0 (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 7 Window Left (E) 16.0 0.870 0.700 90 90 Standard/0.76 Standard/0.68 8 Window Back (S) 17.5 0.870 0.700 180 90 Standard/0.76 Standard/0.68 9 Window Back (S) 53.4 0.770 0.700 180 90 Standard/0.76 Standard/0.68 10 Window Back (S) 16.0 0.870 0.700 180 `90 Standard/0.76 Standard/0.68 11 Window Back (S) 16.0 0.870 0.700 180 90 Standard/0.76 Standard/0.68 12 Window Back (S) 24.0 0.870 0.70.0 180 90 Standard/0.76 Standard/0.68 13 Window Back (S) 8.0 0.870 0.700180 .90 Standard/0.76 Standard/0.68 Surface HOUSE OVERHANGS AND -SIDE FINS. Window- Overhang Left Fin Right Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth-Hght 1 -Window, 25.0.n/a 5 5 .5 n/a n/a 2 Window 7.5 n/a 5 8 0 n/a n/a 3 Door 20.0 n/a 6.67 8 .5 n/a n/a 7 Window 16.0 4 4 24 1 2.5 2 8 Window 17.5 n/a 2.5 8 .33 n/a n/a 9 Window 53.4 n/a 6.67 8 .33 n:/a n/a 10 Window 16.0 n/a 4 2 .33 n/a n/a 11 Window 16.0 n/a 4 2 .33 n/a n/a 12 Window 24.0 n/a 4 2 .33 n/a n/a 13 Window 8.0 n/a 4 2 .33 n/a n/a SLAB SURFACES System Type HOUSE Gas ACSplit Minimum Efficiency n/a n/a' ri/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 2 24 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Area Slab Type (sf) HOUSE Standard Slab 1843 HVAC SYSTEMS Duct Duct Tested Duct ACOA Location R -value Leakage Manual D 0.800 AFUE Attic 10.00 SEER Attic R-4.2 No R-4.2 No Duct Eff No 0.737 No 0.645 COMPUTER METHOD SUMMARY Page 4 .. C- 2R••--- - Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM C -2R' User#-MP1333......User-Energy Calculation Servic Run -1843 SF Mater Plan 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 .59 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 is a multiple orientation building with no orientation restrictions. This printout is for"•. •the. ,front • facing North:' REMARKS HVAC SIZING '.'. Page 1 HVAC Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 ******* Project Address........ MasterPlan Chico *v5.00* Documentation Author..,_ Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 Compliance Method.:":'"... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -993195 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan GENERAL INFORMATION Floor Area ................. 1843 sf Volume ......................15363 cf Front Orientation.......... Front Facing 0 Sizing Location............ CHICO EXP STA Latitud;e..'...............0'. 39..7...degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ...........:... 37 F Interior Shading Used...... Yes Exterior Shading Used........ Yes Overhang Shading Used....... Yes Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARY deg (N) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 14162 4880 Glazing Conduction ............... 8490 4739. ... Glazing"'Solar..................... n/a 2848 Infiltration ..................... 97.15 3192 Internal Gain ................:... n/a 2325' Ducts ............................ 3237 1798 Sensible Load .................... 35604 19783' Latent Load ...................... n/a 3957 Minimum Total Load 35604 23739 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. , 4 11 CONSTRUCTION ASSEMBLY 5 Page 1 3R Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -FORM 3R User##-MP1333 User -Energy Calculation Servic Run-1843••SF Mater Plan l 2- 3 -4 Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R=Value ........ 17 Hr-sf-F/Btu Framing 13.00 Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac..-0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 _0.875 in stucco 2. R 4.0 RIGID R-4.0 Insulated Sheathing 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 fir 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing U -Value: (1./ 18.48 x 0.85) + (1 / Total R -Value: Cavity Frame R -Value R -Value 0:17 0..17 0.17 0.17- 4.00 4.00 13.00 -- -- 3.46 0.45 0.45 n co n co 1 V Y V Total 8.94 x 0.15) = 0.063 Btu/hr-sf-F 1 / 0.063 = 15.93 hr-sf-F/Btu V J Z I HVAC SIZING 1843 Page -2 HVAC Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02' MICROPAS5 v5,.-00 •File -99319S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic" Run -1843 SF Mater Plan GENERAL INFORMATION Floor Area ................. 1843 sf Volume..:--:.. ... ** 15363 cf Front Orientation ........... Front Facing 90 deg (E) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range.......... ... 37 F Interior Shading Used...... Yes Exterior Shading Used.......... Yes Overhang Shading Used........ Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ...................I... Internal Gain ..................,. Ducts............................ Sensible Load ................... Latent Load ...................... Minimum Total Load Heating Cooling (Btuh) (Btuh) 14162 4880 8490 4739 n/a 6437 9715 3192 n/a 2325 3237 2157 35604 23731 n/a 4746 35604 28477 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, over.sizir}g safety margin, etc...,_ must also be considered. Itis the.HVAC designer's responsibility to consider all factors when selecting, the HVAC equipment. HVAC SIZING Page 3 HVAC Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -993195 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User-Energy'Calculation Servic Run-1843..SF Mater Plan GENERAL INFORMATION Floor Area. ........... . 1843 sf Volume .. ............... . 15363 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range..................37 F Interior Shading Used...... Yes Exterior Shading Used.. -....,Yes Overhang Shading Used...... Yes ,..,Lat..ept Load Fraction........ 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and•Solar....... 14162 4880 Glazing.Conduction...:........... 8490 4739 Glazing Solar .................... n/a 3240 Infiltration ...................... 9715 3192 Internal_.... Gain.... ............... n/a 2325 .. Ducts ....................... .... 3237 1838 Sensible Load .................... 35604 20213 Latent Load ...................... n/a 4043 Minimum Total Load 35604 24256 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant dienign factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, overs•izing,:,safety.margin, etc., must also be considered. It is the.HVAC designer's responsibility to corisider-all factors.when selecting the HVAC equipment. i .. HVAC SIZING. Page 4, HVAC Project Title.......... 1843 Plan - Meghdadi Date..11/19/99 14:47:02 MICROPAS5 v5.00 File -99319S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1843 SF Mater Plan GENERAL INFORMATION Floor Area ................. 1843 sf Volume...... .......... 15363 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA Latitude .............:..... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used ....... —Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 14162 4880 Glazing Conduction ................. 8490 4739 Glazing Solar .................... n/a 6364 Infiltration ..................... 9715 3192 Internal Gain .................... n/a 2325 Ducts ............................ 3237 2150 Sensible Load .................... 35604 23650 Latent Load ...................... n/a 4730 Minimum Total Load 35604 28380"' Note: The loads shown are only one of the.criteria.affe.cting the sele.ction of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety''margin, etc., must also be considered...It is the HVAC designer's responsibility to consider all fact.ors.when selecting the HVAC equipment.. LONGFELLOW -LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: � e S ev �`c � � � Job No: Address Ci 0 �c&\ Gt a. AP#: INC: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Inspeco i, 1 11' P.O. Box 20455UNNG PA Portland, OR 97220' (503) 254-0204 - gkpp0VEP LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systej (800) 678-0112' (530) 893-0112 • FAX (530) 893-0140 MT 89 Loren Avenue Chico, CA 95928-7434 Important Information for. Users of 'Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ -Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather; we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. t' M. � � + ,� i � i V �� �_ " � � ^ � .� ' �w � � � �� -� � 6AU)IpU 1I'IA11. ells 11116 P1111'ARL11 111uH CUIu'11110 IRPUI (LOADS 1 11111( 1131(111S) sIINRIII(11 By IRusS I11R. Rik K'10A(K A. IIIAIL 111 I.EIIGER 12' O. C.1 111RACE0 Al 55' II.C.1 R11•r FIAIERIAL BRACE A35 6 -. 1011 109 111 BLACK LE06ER (HAIL 1131 F:) (C) IIAILS 10 VERTICAL (MIILOWER W12 -Ind JIAtls) _ ' GAELE 0111-- 2X6 I IAGINIAI ) – .� X (RACE SKI SPACIIG fiiR 113 a 56.0- O.E. � S/ 3-IOd REFER. III SINASI1II CAIAI.IIG C-9411-1 FOR 15.. BRACE HAILS PRINNCI AIIACINIEIII SIIECIFICAIIUII IAIIACII 2X )EDGER — _1 �CCPYIIII EACII EINE ` ,a A35 111 FI OIRECI101 1P.lISSES �SiIRIRIMACK IPI ► or.ACl u AT ss• D.C. OUTLOOKER CRITERIA (C) IX4 C(IIIIIINKNIS LATERAL DRACnK; FOR ' - a ISI) ORACE (SIR[MOACK) 1,0111ER I.OIIGER IIIAII IHS 3.5' IIAX, 1 n -F 2X4 F.L. OR II.F. 12 OR 72•. AIIACII AT IIIOP01111 OF EACH BIP, SIP.gIGOACK GRACE 7/2-Od CCOIQQVI IIAILS. tll) fGl a EYP. 10101 N GAME ENDO 2.1, O.C. 24IIAX _ _ a ' I i.5' IIAX, I T LEDGER a 0 fit) IfAX I ua O111L01N ER 12' IHIII I 24' NAX OL n o o a a a o f SI \ 11111 IPI 1 PEAK PLATE 10 HAICII 119*01 TRUSSES. NOTES CIKIP.BS 10 BE 2x4 FIR-LARCII 12 11111. (SI 1 SPLICE PLATE 10 HATCH CENGI TRUSSES. ISOM 11115 DETAIL HAY OE IISEO FOR (III 1 IEEL PLATE 10 HAIC11 Cd91311 1RUSSES. 1RUSSES '11711 PITCIUO O.C. ALSO. (0) (i'11011 10 WED FLA1116t USE 131-2' VIRE STAPLES (0.1112 WAS GA.) IMIAILEU II1RU CIK1Rl1 11110 WEB I, 11SIN1 WED 11110 CINIRO dl DISE FACE FOR A IDIAL IIF Li STAPLES. (PI I. I SI ) t (I11 ) ISUST OE PLATED. (G) GABLE E111 OES101 OASEO 1X1 751PIl V1111 11IA0 EXPUSINE 'U' AT 0-25 FT HEAII PLATE HAX. VEO LEIIG111 IX3• 2-0-0 2X4• 0-1-0 3x4• 1 13-6-0 2x4 F.L. LLNOER GP,ADES IIAX. LENGIII V111011 ORAC ING (III FfiGT V/ SIROIK,'OACK GRACE IS I SIAIKIARO 5-11-0 II -10-0 C� INf111011, fll 0.ONOf10 OR.. SUIII 100, NAOIJOI, V1 I3)III, FOR SA/IIT 11ACIICIS ►OTOS 10 ►IAroAMuO 1MU1 /YICIIOAS- VIIISS 01NIfMOSI INOICAIID, 10► CHORD 31011 E� I, w. TC DL 15.0 PSF DATE 03/l9/90 41 7-9-0 15-6-0 11 6 DEFIER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 PLT TYP. {lave TPI 95 Il 1)esign'Criteria: TPI -95 STD ' Q Q Q (� -;WARNING-- IOVfflf RIOUIRI MAIN CAN[ 11 (AOMICAIION, NAfDIIND, SNI/TING, IMSIA11110 AND 1—� &ACING. Nuu 10 Mn•n INAMOIIND ISSIAIIIMO AND $RACING), /V8l IfN(D OY Oft luufs ►LAIC j%0FESS11 TC LL 30,0 PSF N� REF 8992 C� C� INf111011, fll 0.ONOf10 OR.. SUIII 100, NAOIJOI, V1 I3)III, FOR SA/IIT 11ACIICIS ►OTOS 10 ►IAroAMuO 1MU1 /YICIIOAS- VIIISS 01NIfMOSI INOICAIID, 10► CHORD 31011 E� I, w. TC DL 15.0 PSF DATE 03/l9/90 ' (---f NAYS ►RD►I4LY AIIACx(o 1140C IYAAI ►Alit S. ION CHORO SMAll MAST A fA0►IAIS AIIACNID �ev� 1�l y 1 ^ 1J :01 110(0 C1I1110, ••111?ORIAMI•• SUN ISM A COrl OF IN If DIf101 10 INT IMf1AILA1109 CONIRACIOR• .Al►IMI IN41NIIAID PSOOMCIf, 1St, $NAIL 001 AE SISIONSISLI FOR AMY 0[YIAIION {AOM IMI{ yC: a VC>lAli3� DC DL PSF ORW Co, 12 ' L� O DISIGMI ANY FAILURE 10 10110 TNI 1403111 11 COMFOAMANCI HILI 1►11 OA IAARICAIINO, HANDLING, SII►1110, IMSIAt(AIION OR C DC LL 0.0 PSF •� AOACIMO Of INY1SIf., INIf VISION CONE$AMf YIIN AI/l ICA1l1 PROVISIONS Of 005 4MAII00AL 09SIOM -14 OA��LJP'JINNE-' IIIC1fILIIIOM IYAIIfY(0 Af Ill AM(AICAI f01lfl AMD ►AICA ASSOCIAIIONI AND IPI. Al►IM( TOT.LD. 50,0 DSF SEC11 - 25450 ' •rj"� U( (1 0003([100{ Afl NAOI 01 SOCA Af IM AEII OR" OAI E. 31[it. INC/II AS POI(0,: WLY COMMICIORS 10ISC Of E ✓f� Cryl`t f1 oAN((NG11[IN`1I MONN'IN11tORAY ff ��� IJIIR.FnC. T 15 !l FI�BI� 1 DC '-'••_• ((�J` (�--J �~j I 1 1_I� OAIYI00fI 110,1901ANDM 1E0,A'/f SI AI 100041{111 {CONI IC 104 IN110If101 �f CALI1 ••• ._ C -I INT (AYES 0111(IID�MINI AAO 311111`01 YI /IIJID V/OM IM`AN► 0111(NAY` sync irlc; - • ..1' WEB BRACE SUBSTITUTION! CLB THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING MET110D IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING TIIE SPECIFIED CLS SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X.4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 I -2X8 . 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEERS SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WED. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WED :.. NARROW FACE ATTACH WITH 18d NAILS AT 8" O.C. BRACE IS A MINIMUM. 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH. T -BRACE OR L -BRACE SCAB I RIGID Q�ofESSIDN IS DRAWING REPLACES DRAWING 579,640 NG -1-1 TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING CING. REFER 10 HI9-91 (HANDLING INSTALLING AND BRACING), PUbL SHED BT TPI (TRUSS 59719) FOR SAFET PRACTICES PERFORMING . ti� �� y� �r LL PSF REF CLB SUBST, NI1 1STITUTE, 593 D•OFR10 DR, SUITC 200, MADISON, vI. 1 THESE FUNCTITINS. UNLESS 0111ERVISE INDICATED, TOP CHARD. SMALL HAVE C7 ' < DL PSF DATE 06/25/99 T 'ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED mmIMPORTANT"r FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. 4+ oC No. g DL PSF DRWG BRCLBSU80899 'NGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM i111S ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, TRUSSES. DESIGN CONFORMS WITH LL PSF -ENG MLH KAR i, SHIPPING, INSTALLING AND BRACING OF APPLICABLE )NS OF NDS (NAFIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASONOTED. )APPLYTPI. CONNECTORSPINE OTO EACH OR FACE OFMADE. TRUSS2AND. UNLESS OTIERTH A653 VISC LOCA(CDLON �f CIV(%- \Q� T.LD. PSF ENGINEERING S1OLELYAFORTiiCI TRU«VCOKPONCNTTCS T�t`�f DUR.FAC. ; NCC OFOPROFESSIONALC RESPONSIBILITY Cp"EO�� 111OvN. IIIE 51111ABILITY AND USE Or TIIIS COM1'ONCNT FOR ANY PARTICI' .. VUILDING, (i SPACING 117SPONUB�IY IIF 111BUILDING 0 SIGNER. PFR ANSI/TPI 1-1995 SECI11 •, Iy RIGID 1RUSS.BRACING/81OCKING DETAIL 'TIIIS DUG PREPARED FROM COMPUTER INPUT (LOADS t DIM[NSIONSI.SUBHITTED BY TRUSS MFR. TRUSS RRACINO/DLOCKINO DETAIL - (AT SUPPORT),.: . NOTE[ BRACING.DESIGNEO TO STABILIZE 1 DESIGNED TO RESIST LATERAL RIEAR LOADS (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACIi W1111 (2)•164 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 E1DS..10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. T (N) ILEIGHT OF 1RUSS AT SUPPORT, . 1. �w1 AND HAS NOT BEEN (-- TRUSS (At(DI V �—�• VERTICAL WE13 ti= (BB) TING SECTION S -S (D) 2X4 1(.F. 03 OR BETTER DIAGONAL, BRACE. APPLY 1N PAIRS AT 16-0-0 (T).- TRUSSES O.C. ATTACH NAY BE TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS MOWN. (P) lifIEAT1IING APPLIED TO TOP WORD. LOCATED ON EUMER FACE: OF VERTICAL. (L) LOADS AS INDICATED ON.TRUSS DESIGN. (1,1) IF TRUSS I-1EIGIIT AT SLIPPORT IS 10.011 OR LESS, DIAGONALS NOT REQUIRED. B - APPROX. 45' (BB) BLOCKIN3 TO BOTT014 CIrr.D OVER SUPPORT, II.F. 13 OR BETTER' 2X SIZE OF DOTTCM CIIORD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95 STD 18.2c3 A - 1 - CA/-/l/-/-/R/- - R - O O O Q '•YAIIIMD•• IIIf31f It0111( IIIA[MI 1AAI 11 FAIRICAIJON. MANGLING. flitting. II61ALl11G AND 111161111).tFORIfAF91T IAf111ot1.1So%A IIINf0o. `ES SIO TC* LL REF R 4 2 1 F-1 N=1 Q 010101101DR.. II1Ao1loM.fla 111 FAACOICISYPRIORA10 11 1111[5, FINCI10R1. MISS Oln[RY1S1 IRDICAIID. for 01010 IIAII NAI( tAOtIAtT AIIACNIO �y o �' TC OL DATE 1/12/94 Q . Q 31RYCIYA1l ►AR[lf. IOIIOil CNOAD full NAZI A I'MillY AIIACNIO RIGID COILING. ••IMtGIIAll•• FYRNISM A COPY Of 1913 0/5141 10 IMC INSIAtLAIION CONISACIOR. qAt,� - `v y DC. DL C , p O AL1 NE O ALPINI 11011[[11[0 ►10GYt13. INC. 3NA1L 1101 11 1lf►ORf 111[ ►OR ANY 0111AII01 FROM IRIS 0161031 ANY FAILYAI 10 1NILN 1N( IAIIfIi 18 toff OANARC[ Ylll 1111 O"..Ty NANOL116. SNIPPING. INSIALtAIION ON [ul p¢ .k LL IAACING Of 11N5ft5. loss OI51G1 CONEOAKS will APPL ICAILI P401131011 Of 806 (NA110NAL OISION 3rlctnclnoN r1ulsNlo n 1M( AMERICAN FOAM Amo IAr[M.ASSOCIAIIOI) AND Ifl. AMES 6.��� ESP• k TOT.I.D. DRN 3.048.634 T S S V DACE fAol3 f1[ NAot G1 304. A61N 11161 4111 4A16. 0I[OR rICI►I Af 30110SIlI. AMY lOO1C104f 10 oI..1161110.IIts3ANO11IINISS OAN1NWISI �e CI41\' Q� �l�rE DIIR .FAC . CA -ENG / C N C A-1. [NGI8111`3l99 SlAl10R8111tt0AfY18G0APP11[6`ONLIC10R101I0IfI0M OF C�� of Opt cuss o(P1COIG1111( AND SAIL 11ol of R1 ro uro1 n Air olrn N.r, - - - ---- SPACING Sf: E AOOVE 1 �Oetall for fabricatioll of bottom chord filler to be used to -produce 'A flat bottom chord of variable length. peterto appropriate Assign for lueaber, plates/ olid ` other •dota not shown Here. jAl III continuous lateral bracing'@ 61-0•I O.C. Inax.l• Atlech with 2 -ed nails. Purniell copy o[ tllla droving to erection contractor No Ito vlll know a t•Ills requirement. UJI06. plrrlµ—i1L'QI: n 'R..�,A14 Ar jorra �� — Qt IMPORTAfIIJ HH7ttt 1111nlnrnodeols.luo tulaFOlUt PONPIn11ol1A,frDEVIAIIaNINOalltlllll yyyyA 1 Gt rnueeel nttoulna �irnt��� �6YUIMP11N0.tantcp011An0 oMculo. /ff 'uwr•ir I/ItArAllO WOuO ppk t !! �,� II Cy �`, �� •ie R s a lLLT TO 1_Lt _._ PSF _QEF:--SZ3�--n117 _RA7F; 7119/00 - � ' H' /recif told on Alit GIVA1aol1►Ou its$otufulall /nr /J1lU 11 10 EtAlO /ill IAUSS H Cd1ICAUAME Willi, CONlnul WMltl aY Ih AlfM+/ G01u,lClOnSADI 1 �Oetall for fabricatioll of bottom chord filler to be used to -produce 'A flat bottom chord of variable length. peterto appropriate Assign for lueaber, plates/ olid ` other •dota not shown Here. jAl III continuous lateral bracing'@ 61-0•I O.C. Inax.l• Atlech with 2 -ed nails. Purniell copy o[ tllla droving to erection contractor No Ito vlll know a t•Ills requirement. UJI06. M-ATETYI[ A1.PI11E -------- - �� — Qt IMPORTAfIIJ HH7ttt 1111nlnrnodeols.luo tulaFOlUt PONPIn11ol1A,frDEVIAIIaNINOalltlllll yyyyA 1 Gt rnueeel nttoulna �irnt��� �6YUIMP11N0.tantcp011An0 oMculo. /ff 'uwr•ir I/ItArAllO WOuO ppk t !! �,� II Cy �`, �� •ie R s a lLLT TO 1_Lt _._ PSF _QEF:--SZ3�--n117 _RA7F; 7119/00 - � ' H' /recif told on Alit GIVA1aol1►Ou its$otufulall /nr /J1lU 11 10 EtAlO /ill IAUSS H Cd1ICAUAME Willi, CONlnul WMltl aY Ih AlfM+/ G01u,lClOnSADI mussel: C041II11Wfr AIN QfGOt1UQ1• OAT,01111—'T►1Latt1103DEsluNlonAUDI- 11dUAl e1tc1 L ►E111IANE111 OnAcnw �W ^ ` �^ 4 r l:i TC bI S PsF .•. _Rrin:C(T.106 s't/ 1{r, / "7 OIYIIPI IU/e11►CIUnf01fi01I J'O OA1/01 OAI t1A,e/IO lI R 1 IAM1ItI ACI" ml D[Uuulr11t H11.111p E11Of1110N1SE S110W11 for cuunu AIIAIL Da I�Illlt.11Y a4Acko Ib.I dG915 OC DLJ S.O PSf _ENA:_lll ►,,. •�• • _ • Onw11YA16 110►/1, WIFIDIO PIOU/dlllllll Of OAAt4 A. A►►IY OONn/d10O I�CII III Aso IouTI Ae OlKrAll. ft IM Wolu/ All r Now11Al n111n►IntYA/IAC1O11YWU0* SIIEA• IUtMlTol awns mill luum clunes 9181111 AY r►/esllo an D[iunl uo TRUSS Wllt/l 011111Mttf 11IO'WI. btBION flAlIcAnD� eon101YA MTM►►tII:AaII►lJwtlnldOf•11ot•IIA110111•►t0�1'Gt•tl on pnAClua IIDfU66llrfot/10111M111/tnl�flApDAlll' 1ntAuoltJ►Ilcn L Y f! Irl �� fff 0( t1�1F� �- _- pll Avrt x- ( 1,__----- SPACINII 11.0" O.C. PI1CIIt VA11119 _.._.. TYPCI MAI1. •/►1• InUSFrjATfUtSIItlJltilIP$ JJAunnAt01SIL71SrICMCAnmlFall WOOD Cmis16MICI101J. i6,; ?GEj A1) TOP CHORD 20 DF -L #1 :T2, T4 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ,NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 12" OUTLOOKERS AND STUCCO (1D PSF) ON ONE FACE. REFER TO DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. *REFER DETAILS 3.027,999 FOR GABLE REQUIREMENTS. H' a 'W2X4 a �a THIS DING PREPARED FROM COMPUTER INPUT 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE GABLE DETAIL DWGS FOR MORE REQUIREMENTS. SEE DWG GOLLETIND699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC W3X4 le W2X4(A1) m L 12-0-0 _1_ 12-0-0 ,I 24-0-0 Over 2 Supports R-288 PLF W-4-3-8 R-289 PLF W-4-3-8 :P. Note: All Plates Are W1.5X4 Except As Shown. . 8-0-0 • �� covey " PLT TYP. Wave TPI -95%R Design Criteria: TPI STD 19 CA 1 - - - f Scale —.25" Ft. Ts 7's —. V AL�.I NE N -T .'YARNING.- TINSSIf N[OOIR( EITRINE CAI[ U /ANH ICATIOT, HANDLING. SNIPPING, INSTALLING AND tlACINA. NI/[I TO NIe•Nl INANDLING INSTALLING AND IIACINq, PUILISNIO 11 TPI (TRUSS PLATE 1 PRACTICES PRIOR TO I'llCIAINS TOM FUNCTIOIS.1 STI, Is 010 NISLES$ OTHIAYISI INDICATIO. TOP CIF NOIDFSMALL FNAVE PROPIGLT ATi CID S,..CTNAAL PANELS. 101108 CHORD SHALL NAVE A I1 IMI ATTACHED RIGID CEILING. ••IMPORTANT.- F01011H A COLT OF THIS DIS1.1 TO THE INSTALLATION CONTRACTOR. ALPINE EMGINIEIED PRODUCTS. INC. SHALL NOT IfIt 0M SIDLE FOR All DEVIATION FROM THIS OCIIIN: ARV FAILUNI TO IOILO Tot TloffEs IN 000r OINAIt[ YI TO 111: Ol IAIRIIITINO. HANDL ILO, frt►►1NG. 1N.1All III AMD IIAIl.1 Or 71.1111.. TYIf 0[a.N CONrORHf MITI APPLIC,51. '40113101.OP Nos (NAIIONAI O1SISO 111CIfICATION PUIIISMIC 81 711 AHdICA1 1011ST AND PAPER ASSOCIATION) AND TPI.' ALPINE I ..MOSS ARE MAOI OF 8084 ASIN A6SN 1140 HLT. STEEL. ISCIPT AS NOTED. APPLY COMOECTONS TO SACS ric1 or TRUSS. AND UNLESS OTHEAVIII LOCATIO 08 TNI1 VISION. POSITION COHHICTORS Pal IRAYII.S IBV A•I. TRE SEAL ON THIS USAN 116 I10ICATES ACCCPTAAC[ Or PROrISSIGNAL ENGINEERING It 110Nf I'ILj T' $OL [LY /ot 711 TRUSS cGMF01[l1 DIS 191 .MOWN. TNc :A SAI IL ITT AND SEE Or THIS CNtl%fT FORPANY FAITICULA1 @GILDING IS 741 11SPONf101LITTof 101 6011,0146 D161014, PSI PI - # 0, * TC LL .• TC DL BC OL ' 8C LL TOT.LD. 16.0 PSF 8.0 PSF 7.0 PSF 0.0 PSF 31.0 PSF REF 842 7--44489 DATE 12/02/99 DRW CAUSH427 99336010 CA -ENG AEB/CWC SEAN - 30435 OUR. FAC . 1.25 FROM K D SPACING '.24.0" A2 GIRD) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFR. TOP CHORD 2x4 DF -L #1 2 Complete Trusses .Requ i red BOT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard :W3 2x4 OF -L #1: - MAILING SCHEDULE: (0.1310.0_g_nalls) Li TOP CHORD: 1 ROW 0 12" D.C. BOT CHORD; 1 ROW 0 5" D.C. rte: PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. WEBS : 1 ROW @ 4" D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS (BEARING BLOCKS: MAIL TYPE: 0.1310.0_g_nalls 1N EACH ROW TO AVOID SPLITTING. QJ BRG X -LOC #BLOCKS LENGTH/BLK #MAILS/BLK 0 0.000' 1 12• B ROOF OVERHANG SUPPORTS 2.00-PSF SOFFIT LOAD. 1 23.708• 1 12" 7 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. GIRDER SUPPORTS: 37- 6- 0 SPAN TO BC ONE FACE BEARING BLOCK TO BE SAME SPECIES, SIZE A GRADE AS CHORD. AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6(R) IB RECOMMENDED CONNECTION FOR 37-6-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24. O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99, A 2A C1111 w W4X6(C3) o W4X6(C3) n roc w . 8-0-0 03X8 19 HS412 ® _ W3X8 N W4X6(C3) n 07X6 (R) Ip W4X6(C3) e �. W - ',�- .°"a L 12-0-0 I_ 12-0-0 3 � 24-0-0 Over 2 Supports AJ ffE COW' �k r R-7374 W-3.5" R-7289 W-3.6" AILS NG ®EPAR o` PLT TYP. High Stren th Nave TPI -95\R Design Criteria: TPI STO 1 CAI -/1j -j -/-)F Scale —,25" Ft. •wAMMIRG•• rostts REDouI Isn1M[ CARE a FutlunoN, MANou1c, IMlnuc. INSTALLING AND E> TC LL_ 16.0 PSF REF R427--44490 X07 IIACINi. CEI[. TO 111/-01 (HANOLINS INITALLIRG AMD BLACINN), FGBLISRED 01 TPI (TRIES PLATE Q � US11TB7E, fp D'OIOFRID Ot., fD1TE 200, MADISON, Y( '7t0), f01 SAFETY PRACTICES PRIOt t0 Its TRESE fBNCItoNI. UNIESS OTN1.YI'1 UDICATIO, TOP CNOID SHALL OAFS PSO►IALT ATTACHED TC DL 8.0 PSF DATE 12/02/99 �'• SMICTORAI PANELS. MTOM CNDA0 SHALL BATS A PROPERLY ATTACHED 8I6I0 CEILING. ' •Ixou Citi, toe. iitL110TAIt NISPO THIS 015168 ANY DEVIATION RAUH 1111$ 091164; ART EFAILURE TO 02 BC DL 7.0 PSF DRW CAUSR427 99336008 • - UT LD IOC T1GSIp 11 CIRMHANCt WITH TPI: 61 fAIRICATINI. NARDt INS. SNIPPIRN, IISTALLIRI AND ALPINE tlACIN1 aP TRUSIb. TUS "SlON COUOAMS WITH APPLICABLE PROVISIONS of nos (NATIONAL OtSIGN BC LL 0.0 PSF CA -ENG AEB/CNC W11X1/IGTION 1YII lfNIO 11 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A0111 O COINCCIca! ANL MADE 0/ t0U AS A65I ERGO OALN. STEEL. IICIPT AS NOTED. A►PLT CORRECTORS TD TOT. LD. 31.0 PSF SEQN - 30439 IACN FAC[ Of TRUSS, ANO ISLES$ OTHEAIIS[ LOCATED ON THIS 011161• POSITIOI CONNECTORS ►[R ` DRANINSs 160 A-1. 111[ SIAL 01 THIS OSANING INDICATES ACCEPTANCE Of PROFESSIONAL INGTNIUING DUR.FAC. 1'.25 FROM KD •••0�•��+Lt1 TA•.,,a.•-.- RESPONSIBILITY SOt[LT /ON RHI TRUSS OM►oI1 NT OESINN SMOYI. TNT SUITABILITY AN° USE OF THIS 9aalloaelfo. A9SUS jii IT►I11'Ii17 SICTIONCt�~ BUilO1Ns IS Tit IEtPORiIBIIITi OF TIE BOILOING OESIN1fR, fit SPACING 24.0' A A81 CON TOP_ 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. N." H v A O A : , 0 r-3 1=4 r-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT L0AD.'. DEFLECTION MEETS L1240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4= +8-G-0 s,y nc..7J19IA1/ W2.5X4 m x W2.5X4(A1) a . x ` 4W rTE C 1 a .12-0-0 _i_ 12-0-0 -I Y- ...t-_ NrG- DEPARTME "' hE 24-0-0 Over 2 Supports R-822 M-3.5- R-822 W-3.5- 0v a c!a PLT TYP. Wave TPI -95 R Design Criteria: TPU STD 19 CA - 1 - - F Scale —.25" Ft. --LIARS INa•- TRUSSES RIGIIt1 IITAEME E II FA02ICATION. HANOLIEG. SHIPPING. INSTALLING AND !t CIi RIACIGG. AtFW CR TO NID•fl (HANDLINGINSTALLING AND BRACING). , PUSLINHEO ET TF1 (IRV11 PLATE �F =wO.ri. TC LL � 16.0 PSF REF R427--44492 rn INSTITUTE, 683O'DNOFAID Co.. SE IT[ 100. MADISON. 8I IS)11I. FOR SAFETY ►RACTICIS PRIOR 7D �(TC D L . 8 . 0 PSF DATE 12/02/99 ►INFORRIRG THEIR FINCTIONs. UNLESS 072118119 INDICATED. TOP CHORD SHALL Hill FAMILY ATTACHED �. 1T2NC7WAL VAX ES. 1OTTOM CNORD INALL RAT[ A PROPIALT ATTACNIO NIGTO C931.149.••WAITAKI— FORMS A COPY OF III$ RESIGN TO IN[ INSTALLATION CONTMCIOR. AMR[ EIDINI[REO N MBC DL 7.0 PSF DRW CAUSR427 99336002 PIODNCTS, INC. 22ALL GOT 1[ NISPONSIOLE FOA T DEVIATION FROM THIS DESIGN: ANY rAILOA1 TO FF NN ILD Tot TIUIs[S IG cD2rORMANCt 8111 TV1i OA FAHRICATIIG NAAOLING SHIPPING. INSTALLING AND ALPINE NCING OF 110f.tt. TNIR DESIGN COUOBR/ NATO APPLICABLE PROVISIONS OF ADS (ILTIOIAL OE214 ' BC LL • 0.0 FSF CA -ENG AEB/CWC V f1EtIF1CATION IORIISNE0 1T TM! AN[AICAN FOREST AND ►APIA ASSOCIATION Aro TF1. ALPIIrAFFLY # * TOT.LD.. 31.0-PSF SEAN = 30443 W T CAC*21[FACCT 9102SOf TlUfsAll ON e AND UNLESS OTHIRRi10" AS711 A663 ttil .An 01 THISEOtslas.sPOSITION CONNECTOls PI80790. .9 NS GARVINat IGD A -A. SHE $GAL 01 TM1S DIAHINS INDICATtr ACCtfTANCI Of ►ADFESSIONAI INSINIERINO D UR .FAC :. 1.25 FROM K D tI coMP03nTliotVARTLPARTICULAR IMAM IS WETSESPONSIAILITY Of THE 5UILDIiclois a IR. Fii 1413 �� u$1ITFT I-IINI AtcT1OA 2. a SPACING 24.0" - 82 GIRD ) THIS -DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**" BOT CHORD 2x6 OF -L #1 WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ADDITIONAL LOADS -------------------------- ........... _.__.._ 10 PSF BC LIVE LOAD PER UBC. as BC - From 185 PLF at 0.00 to 185 PLF at 24.00 RECOMMENDED CONNECTION FOR 17-3-0 TRUSSES FRAMING TO THE BOTTOM CHORD 12 24' O.C.: SIMPSON LU24. SEE SIMPSON CATALOG C-PT99. W4X6 (R) N W3X8 4 W3X8 O W3 1 8 w (A) (A) F v I� W4X4(C3) e o T�3 �- W4X4 aW3XB Ill W6X6 - -W7X6 (R) 0 W3X8 N cw W4X6(0) a W4X6(C3) e I23 z W 1 V=3 1I. 6-01 aJ )TE 00c.M 3 T l 12-0-0 I_ 12-0-0 _I {A,� NM DE ileo IY"�. N 24-0-0 Over 2 Supports - _I R-3045 W-3.5' R-2961 N23.5'�®'J ars `'-' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - = F Scale —.25"/Ft. --IAUING-- TRUSSES REQUIRE 117101 CAI[ 10 FABS CATIOI. NAIOLIN8, HIPPING. INSTALLING AID �E�g�,- TC LL 16.0 PSF REF R427--44493 G7 INACIRG. lit{R TO MID -11 (BANKING 1NSTALIIEG AID IRACIND)• 990LISNIO Of TF1 (TRUSS PLAT[ C77 RACTICES PRIOR TO PI1FOAR11105711m6 TIES[ FUNCTtOIf'%iLlffsit 0-01 TOTMEI1.rIit 100ICATtD, IOIICNORD fRAIFOR �OASIETY PPROHALT ATTACHO �♦ -TC DL 8.0 PSF DATE 12/02/99 ---� SIBUCTBRAI PARILI. 1011011 CNDID $NAIL MAIL A PROKRLT ATTACM10 11610 Cl1l INO. "IMPORTANT" FURBISH A COPT Of TRIS VISION TO TRI INSIALLATIO1 COBTAAC101. AL►IN[ ING11111{D N PRODUCTS, INC. SHALL 001 It lt$PONSIBLC FON All OITIATIOA "ON THIS DISIGNS AT PAI/UA( TO , BC DL 7.0 PSF DRW CAUSQ427 99376009 ISMO III IIIIIIS 11 COIFOINAICE 0110 I►11 M /AIItAT1N1. NANDl111, fllllIlG. t/lIALLlBR AID ALPINE 1AAau Or ntlf$a. TNI! onul CO.►99Mf IIT1 APPuunE ►RDntt99l or Bos (NAiIOBAI 0{Slu. �� BC LL 0.0 PSF CA -ENG AEB/C C..7 f/ICI/ICAT101 ►UOL If1l0 IT 11l AN[RItAY FORT $i AND ►APER ASSOCIAilOII ARD Ill. ALPINE �3 CORIICTOIS All MADE OF SODA ASTM AOSS U40 GAIN, STILI 910EPT AS NOTED. APPLY CARRICTOI$ To * * TOT. LD. 31.0 PSF SEAN - 30486 [ACI FACt OF TIUS$. ARD Ullt Sf OTN[RYIS[ LOCAIEI OA INS 0{SICI, " ..... t.NBI"ON' Pl1 C ,y. V,A99 18 110 A- . Tq $APL OA IS ONANING 1991CAi [$ AMITL19 OP IRO►{S"MAL [I611[1RfI6 DUR.FAC. 1.25 FROM KD •"Y'�• m� . COIOOlt0TTP04 AI,LPik IttlLAl11tlILVtK is THE T1[fPONSI11l ITT OF III: IYILDIII9191 SHOWN. 101 IDISTV IGNIA. fit Oil OF TIII v- N &celb6G95128 ANSIIIP1 1.1995 $[rnDI I. SPACING -24.0' A - C1 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)'SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 OF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. - DOT CHORD. 2x4 DF -L #1 WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 ,0 02.5X4 W3X6 o W3X6 e W1.5X4 4p 6 r- 6 sa Ta 1 W2.SX4 W3X6 W3X4Ns W2.5X4 (A1) �+ 02.5X4 0 W2.5X4 0 W1.5X4 41 m�h� +8-0-0 W2.5X4(A1) o x 1-2-0-01-9 20-1- 0-1-18-9-0 18-9-0 18-9-0 1 JU FTE CO UN I t 37-6-0 Over,3 Supports R-507 W-3.5' R-1475 W-3.6" R-367 jf1—WNG DEPA y a tra -� � 1� PLT TYP- Nave TPI -95 R Design Criterla:TPI STD 1 CA - 1 -� - SBID.1:871 Ftr t 1 "NARAING•• TROSSID 190911E IITIIME CARE IR FABRICATION, NANOLINO, SlIPP1N0. ISSTALLING AID �FESS/q, TC LL 16.0 PSF REF 1427-•44494 t75 ABACINC. REFER TO N1I-Pl (HANDIIAO INSTALLING AND IRACINA). PUBLISHED BI TPI (TRUSS PLATE IISTITIITE. Sq 0.ONOFA10 ON.. SUITE 100. HADISOR. B( 51111 Ell 11FETT IIACTICEI 1110 TO ` ��• TC DL 8.0 PSF DATE 12/02/99 c" r+ rEAB01RI10 TMST FBRCT10N5. UNlt15 OTNEaNISE 11D1CATl0. TOF CCO10 2NALL NATE FNOPIALT ATTACHED STRUCTDAAL ►Alli S. BOTTOM CNOID SNAIL RATE A M0[ERLI MACRO 91610 CEILING. ANT TO TDEVIATION AAITNIFAILUREC70 KED •PRODDUCTS. INOT t 2 BC DL 7.0 PSF DRW CAUSR427 99396003 C- i FHE ACH TNISTDISIGN; . SNAIL. I10ACSPOABIILEO10%GNANY l 11120 IRI 119211E IR COIFORMANCE VIVO TP11 0 rAORICATISS. NANDLINS. SX11-MG. INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/CWC ALPINE Sent OF T1/1111. THIS DESIGN COMM NIT3 AMICAILE PACT1S10NS OF AOS (NATIONAL DISTON 0 III.ALPINE SPIC3w COINICIONSIARE1RAO[ Of 90" ASTM ANSIAGACONSUT. flIfft. IICE►TT ASTNOTED`WIT TD 6ad2001 * * TOT. LD. 31.0' PSF SEQN - 30453 RICO FACE OF TRISS, ABO UnlS' DD1111RI LOCATED OI TRIS "IS:" P19ITION COIIEC70lS P[l DIANINIS 100 A•1. TMS SIAL OI TRIS LOCATED II.ICAIII AGC[/TAMC[ OF fA0f1SS10IAl 1N81N[EITNG D UR FAC.' 1.25 F ROM KD OF COMPOR191 EOaTABTLI AAIICULA1lII.MSIT a0150TIITRESP011f IBILIT'r OF TME• WILOINGSIGN SION$. IN[IDESIGNER.AID 0EPER 7115 'N• . SPACING •. 24.0 AlslfTrl 1.1991 SICT10N 1. -,C2 COFF HVAC THIS DWS PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L /1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* i BOT CHORD 2x4 DF -L #1 - WEBS 2x4 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. C' (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. Q; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00`LiVE AND L/180.00 TOTAL LOAD. ITRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. 10 PSF BC LIVE LOAD PER UBC. 0 x . W5X6 �. W1.5X4 N W2.5X4 � W2.5X4 s W3X6 6 W3X6 0 6 1— -, 6 H W2.5X4 Go(A) W1. X4 4' ' - a W2.5X4 O 0 o ' W2.5X4(AE)' a Na W5X61a t_ 8-0-0 w 6 W5X12 cr6 ' w W5X6 s - W3X6 a W2.5X4(A1) W4X4 W5X8 o W2.5X4 �+ x w w 12-0-01 • •. 20 -1-4 --� 1--r "- 18-9-0 18-9-0il I L2-3 8 2 0 0 5-10-0 2 -O -O 25-4-8 _ f� - 37-6-0 Over 3 Supports cd�p,., R-527 W-3.6' R-1761 W-3.5' R-285 01PP% USA ca. C-31 PLT TYP. Have TPI -95 R Dest n Criteria: TPI STD 19' CA - 1 - = F Scale -.1875 Ft. I--MARNING-- TRUSSES 6[0116[ 11TREME CANT 11 FABRICATION. MAE011111. BARMAN. INSTALLI110 AND CT BRACING. 6IFIN TO 111/•91 (NA101.I841 111TALLIN6 ARO BBACINR).. PUBLISHED BY III (11111H ?LATE �ppFElS/,E,� TC LL 16.0 PSF REF R427--44495 16STITRTE. SII 0.060fR10 DB.. Still too. MADISON. 111 13[11). 'FON SArITT POACTICIS FAIOA TO CT MFOILRIN9 111[1[ PRACTICE[. UNLESS 0111611111E IADICATIO. TOP ChOIO SHALL RAVI IAO►IAIT AT[ACNID F./' TC OL 8.0 PSF DATE 12/02/99 STRUCTOAAL PANILS. BOTTOM CNDAD SMALL RATE A PRO►QLS A71ACSID LI6ID CIILINB. 1 ti A N •IHPORTAhT-• FORAISB A COPT or THIS DESIGN TO IRE INLIALLATIOB CONTRACTOR. ALFIEC [NCIREEEEO BC OL 7.0 PSF DRW CAUSK427 99336004 FNGGUCT11. INC. STALL BOT 01 RCSPORS11/V FDA All DEVIATION FROM TRIS DESIGN: All FAILURE TO • 1Y ILO THE UOSStS 16 CONFORMANCE VIVO TPU 01 FABRICATING. NAMING. SHIPPING. IISTALLUG ABO V ALPINE NACINS Of 1 91115. 11119 DESIGN COBFGINS NITN APPLICABLE FADVIS10ES UP NOS (NATIONAL 0[[164 1 BC• LL 0.0 PSF CA -ENG AEB/CNC rC- SPICE,, AT 101 FIBLISNID Of IRE AMERICAN 10EIST AND PAVIA ASSOCIAIION) AND TF1. ALINE .� C09BECTORI AAI RAO[ Of 100A ASTM ASSS 9140 &ALT. 97E1L. ISCIfT AS NOTED. APFII CORYECT06t TO A CAN FACE 01 IA11s. AND 11LISS OIHIAMISE LOCATED 01 Vail 011191. POSITION CONNICTOAS IEA TOT . LD . 31.0 P S F S E QN - 3 ���L,,� ON&RINGS 160 A-1. TN[ SEAL 01 TILS HAVING INDICATES ACCIPTASCI Of PROFESSIONAL ENGINEERING DUR . FAC . 1.25 FROM KD `"4"-�yao,�,� �b•� 0.111 VONSIOI1ORTA6iL1ANT ICULAA RGILOIM6OIS TOETB[SFONSIBILITI 0► PHI BUILDING DIS[GILNDESIGN SmoVq. lot 901TAoILITI Ago `Efill at TN/11 a' s.a9mA<ItD,Ca9sN2t ANSIITPI I -LINT t19TIo6 1. SPACING 24.0. C3 STEP) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. c�I BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W11 2x4 DF -L #1: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. o DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. .PLATES DESIGNED FOR GREEN LUMBER PER HOS-97 TABLE 7.3.3. I10 PSF.BC LIVE LOAD PER UBC. CV CAD C=; w5x12 c W1.5X4 W W2.5X4 0 . W3X6 to I w1.5X4 •s 6 1- 6-. (A) v ra . O a A 1-0-0 w W2.5X4 Has w5X8 sa W6X12 Ls w W3X6 (Al) a W2X4 IB la: c. 3 W2.5X4 0 W3X6 e —1 6 W4X4(R) h (A) W5X4 m Wl 1 W04.3 1 8-0-0 HS616 n W3X8 an W1.5X4 III , W3X6(A1) o 18-9-0 19-11.8 18-9-0 12-6-8 5-0-0 '�`l�Q'•�C�� 37-6-0 Over 2 Supports R-1266 W-3.5�� R-1266 W-3.5" VE w co . PLT TYP. High Stren th Wave TPI -95\R DeSIn Criteria: TPI STD 19 CA - 1 - - - F Scale -.1875'/Ft. ••WARNIM6•• TRESSES REQUIRE EITREIIE CAR[ IN FAORICATION. IANOLItN, IN 16. INSTALLING AND ESf TC LL 16.0 PSF REF R427--44496 07 S1ACI10. IEPtR To 1110.01 (NAMDLINN INSTALLING AND GRACING). POILISHED 11 TPI (INUIS PLAT[ O� INITIT°EE• 601 0.OIOFRID Ot., SUITE t00. NAOIS01. NI "I"). •fog SAFETY PRACTICES PRIOR IO REIf0ANt 1R To' /O1Ci101i. UNLESS OTMEMNII[ INOICATEO, TOP CROS° t/All MAI[ PROIf1ll ATTACI[D TC D L 8.0 PSF DATE 12/02/99 f1lOCTOtAI 1ANSIE. NOTTOR CNOIO SMALL HAVE A PR01[ALT ATTACHED RIGID CEILIRO. S ••IMPORTAK"- FORIISN A COPY OF THIS DESIGN 71 THE INSTALLATION CONTRACTOR. ALPINE ENG11[11[0- � 2 ' �w BC DL 7.0 PSF DRW CAUSR427 99336005 t\l PNODICTS. INC, SRAIL 1%1 1t 1E11°NS11LR 109 All DEVIATION FROM TRIS D[TIGHT ART FAILVil TO 1— ALP INE TO riStf IS CORFO.HAICI YITN TPI' OR fASRICATIND. HANDLING. SHIPPING, INSTAL1tN/ AID BC LL 0.0 PSF CA -ENG AEB/CWC NAAC1rN o1 TRUSSES. THIS OIf I.1 COMTORNA VIVO APKICANLE PROVISIONS OF NDS (NATIONAL Occur IT Cj U[CI►ICAIIOI 1UMl/5110 1/ RHE ANE11CA1 PCHEST AND ►MER ASSDCIATIOq AID i►I. A111R[ py COII[CTORS ARE MADE OP SOCA ASTS AN11 MLAO HALT. SIEIL. IIICEn AS NOTED. MPU CONNICTOMS TO * ` TOT. L0. 31.0 PSF SEGN - 30466 [ACI FACE OF TRUSS. AN0 UILESS OIM[ANISE LOCA11i Ot TRIS D[SIG1, POSIT/OS CONNECTORS ICE 01 AEE Nit IIF A•1. T11 SEAL D1 THIS WHIMS INDICATES ACCE►1AICt OF PROFESSIONAL [1°111[1100 OUR. FAC. 1 .25 FROM KD Ri S10MSINILITT SOLELY FOl TNI TINSS CORP01C1T OISiSN SHOWN. TACE SOITA°IIITIf AMO SSE DF 111E �i1PIaD °���9I CDNroRIOT FOR ANY PAMTICOLAN /OI101N6 3 TNI NEI►003NAILITT Of TIRE NOIl010G otsION1N. 1[R' SPACING 24.0' QS11T11 1•ISES SECTIOA t. _ - _ C4 TSC) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. FlOP CHORD 2x4 OF -LL ¢1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. .cv OT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard 1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. . PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 1.3,3. s�»I 10 PSF BC LIVE LOAD PER UBC. - - N CJ' O W5X6 s W5X4 (R) 41 W2.5X4 io W2,5X4 ft N_ W3X6 v W3X6 e a W2.5X4,0 6 '- A) >w2.5X4 ft o v • as . 9=1 3 W5X6 e 3 -0-0 i W1.5X4 p N5XB W5X6 Pi . . x W3X6(A11 Sim _ W3X6(A1) z w t)"PA, Ainpp"IOV6_7 CA - 1 - - F Scale TC LL 16.0 PSF REF R427--44497 TC OL 8.0 PSF DATE' 12/02/99 BC DL 7.0 PSF DRW CAUSR427 99336006 BC LL 0.0 PSF CA -ENG AEB/CWC TOTAD. 31.0 PSF SEAN - 30472 DUR.FAC. 1.25 FROM KD .SPACING 24.0' 22•. 0-0 2-0-0 x 18-9-0_1_ 18-9-0 1 11-3-0 9-11-12 1 9-11-12 1 6-3-8 1 Q 37-6-0 Over 2 Supports R-1267 W -3.S' R-1266 I W-3.5' a co PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 1 1 ••WARNING •• TAOSS[S REQUIRE E(iA[Mt CAR[ 11 FABRICATION, YANDLIN4. SHIPPING. INSTALLING AND INSTALLING AND BRACING). POBLISHIO 01 7►1 (11931 PLAT[ rn 1RACi04. AEFED TO 1111.01 (HAADLIMG UST1141, !q 0.040FRIO DR.. SNITI 200, MADISON, 91 $3,1f)..FOR 9APF11 IAACTtcfs FAIOR To CT ►[AFOARINS IN[$( FUNCTIONS. Ull[Sf OTURYIS[ INDICA110. TOP CHORD. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIILS. POTION CNOAO UAll NATE A PROPERLY ATTACNIG RIGID CEILING. VO THE L RED copy or Tall GAll TOEf1G0( AAN1N BTO -/Il000tilANl IaDIAOE C.V t. IN ALL NI SPO fEOIE FOI0[t1ATtOtEAONRTHIS IAllU4l 6i MLD 1N[ TREASEf IN CON/OR.ANCI 0I T1 TPII 0l IAIRICATING. HANDLING, 1411114/. 149TAt LING AND A L PINE GRACIMI Of TIOSSIS. THIS 0(tld CONIDAMi WITH APPLICABLE PROVISIONS Of 001 (RATIONAL DESIGN Lj 71 [tIFIcIT10N /1011Sr[0 Of THE Ax[UCM ►attT A40 PAPER ASSOCIATION) MO TPI. AL Pt Y[ r^. COIIICTORS.AN[ NAD[ OF 20GA ASTR AGSS 4440 GALT. STEIL. FICE►T AS NOTED. APPLY COIN[CTOAS TO q ��5I,,,, . -W C,A 9S22N EACH FAC[ IF TRRSS. AND Un[SS 010949191 IDCATIO 04 1331 013141, 00917100 COINICTOA3 PER DAAYINO! 190 A•t. THE St AL 00 1411 OA AYiOG IND1tAl[f ACC[ITANU D► ►ROFI if IONAI [Y41N[(AING I[SP04SIOILITT 1iL911 BOA i"I ItOff CON►DNENT DESIGN310No. THESUI7As IL III AND USE OF TH(3 CORPOO11 FOA A4T ►ARTICULAR 111LOING if 711E AISIONSIOILITI OF IH[ BOILDING 0IS 141St. P[R ANSI/III l•I915 3FCTION t. t)"PA, Ainpp"IOV6_7 CA - 1 - - F Scale TC LL 16.0 PSF REF R427--44497 TC OL 8.0 PSF DATE' 12/02/99 BC DL 7.0 PSF DRW CAUSR427 99336006 BC LL 0.0 PSF CA -ENG AEB/CWC TOTAD. 31.0 PSF SEAN - 30472 DUR.FAC. 1.25 FROM KD .SPACING 24.0' C5 COM) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF', -"L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. c,j BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. N DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. a PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 10 PSF BC LIVE LOAD PER UBC. W2.5X4 0 W2,5X4 W3X6 0 W3X6 0. 141 .5X4 06 r —T 6 H (A) (A) A ' wW2.5X4 W3X6 w W3X6(A1) x W3X8 sa x w W2.SX4 m C5 ) WI. 5X4 -0-0 W3X6(A1) clW T z12-0-0 1� L. 18-9-0 I 18-9-0 37-6-0 Over 2 Supp(irts QftG R-1271 W-3.5" R-1158P"o VEn PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - -'F Scale -.1875"/Ft. -•YARNING•- TSUSSES IEOUINE E1IREME CAR[ IN FABRICATION. HANDLING. SHIPPING. IASTALLINB AILD rn BBACIII. 19111 TO HIB -11 (MANGLING INSTALLING AND OBACING). PUBLISMIB BY TPI (TRUSS PLATC �tl,OFE3S/ TC LL 16.0 PSF REF 8427--44498 C77 11S711011. 913 O'ONOFSIO OR.. SBITE [Oo. MADISON. MI 13)11). FOR SAIETT PRACTICES PRIOR 10 rn PnIOMMUB tent F11C1102S. OILESS OTHERWISE INDICATED. TOP CHORD INALL NA1t FRO/IRLT ATTACHED C T C D L 8.0 N S F DATE 12/02/99 11AUCTUTAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLI ATTACHED AlOtO CIIL1IG. •IMPORTANT-- ►OAIISH A COPT OF THIS DESIGN TO III INSTALLATION COMINACTOA. ALPINE IIGINEIAID ' .tIId� �D ;T�• BC DL 7 .0 PISF DRW CAUSR421 99336007 ['J •PBODICIS94110 . INC. SMALL MOT It a(SP01II1 LE FOR All OETIAT Lot PAOM TBti 011161; ANY FAILURE TO ALP INE BIAe1NG oFlno'siii CGiiis otsililcoriCARS VIVO APPLICAI t PROVISIONSSat kos (IN" ORAL DESIGN ' � 8C LL 0.0 PSF CA-ENG.AEB/CWC � V _ f►RCI/LUT/ON FOCI Po10 IT T1[ AM[UCAM FOREST AND PAIRS ASSOCIATION) AND TF1. ALPINE * * - w toNNtC As All PACT oI ROCA ASTR AS%$ OACG GAtt. Stitt, nDEPT As NOTED. APPLY CONNECTOR4 To: TOT.LD. 31 .0' PSF SEAN - 30477 1Ab /Ut 0► 1111f. AMD U1L[S! OYIEIYIf[ LOCATED OI T/lI OESt". 'a"' ON tOUtCTURt PtR ORAY11Gf NFO A•t. i1E 71A1 OE Vol, OMAN IYI IIOICATI! Att[ITARCE 0/ 1 .11.1103At EMGI1ttA11G D UR . FAC : 1.25 FROM K D RESPORSIBILIFT SOt1t/ ►011 1Mt Tom COMPOBENT 0ES7/1 WHO. INE SUITABILITY A10 USE OF THIS COM10111T 101 "1 PARTICULARIYIl01 N0 If TME RESP01f 11ILL FT. OF 119 BD[SIIMIA. AN:uTPI I u/s s1CTICA 1. BUILDING �` PER SPACING 24.0" i C6 37'6 GE) r^—Pi HORD 2x4 DF -L #1 v �-T CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard Q;.ATES DESIGNED FOR GREEN LUMBER,PER NDS -97 TABLE 7.3.3. ITN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: -r) BRACE TC 0 24.00' OC, BC_m 72.00' OC. Cr -3o o LUSS DESIGNED FOR 24" MAX. OUTLOOKERS. ABLE FACE MATERIAL: 10 PSF MAX. (STUCCO). (X) ATTACH2x4 OF -L #2 BLOCK. CHORD WITH 2X4 ALPINE PLATES& 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. -t • .H C� JA A O +A '.W :C1 'w ILJA4 *+a `z W3X4(Al) z w THIS DWG'YREPARED-FROH'COMPUTER INPUT --(LOADS 4 D6tMENSLDNS}_508HITjED.8.V TRUSS MFR.. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 -LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C W3X6 f- 1) 8 z F,v 12-0-0k-6-0-0 4�&g ITE COU 1 y 18-9-0 I 18-9-0 - - �alzfgEeLBsVL� DEPA I 37-6-0 Over 2 Supports APPROVED R-621 W-3.5' R-177 PLF W-31-6-0 LT a --� Note: All Plates Are W1.5X4 Except As Shown. TPI STD CA/ -/l/- - - F Scale —.1875" Ft. of PLT TVP. Wave TPI -95 R Desi n Criteria -WARNING" TRU15ES l(OUTAE ESTREMI CARE IN FABRICATION, MAN OI INC, SMTP PTNO, 1NSTAl lIYO AND 711 CESUPRIORSS Ato AMADTSOO.LLING DyiSAC57119P TC LL w y�y- 16.0 PSF REF R427--11130 _ C=) lE WIN To BID,PUf0ISSAFE11 PRACTIBj IOfTlT Oi [.TE DI.21 �,�Nt01TE 200,DLING . 'C T C D L 8.0 PSF DATE 08/24/00 N PERFORMING THESE F0l(TIOIs. OILESS OTNEOYISE 110ICAT(D. TOP CMORO SHALL MAIE PROFS OLT ATTACN[0 PANELS, SOITOR CWOIO SHALL HAVE A IRO, ERLI ATTACHED 91010 [111.118. B C D L 7.0 PSF CAUSR427 00237041 CV SIAUCTUAAL `•IMP00.TANT`• /UROISR A COPY Of TNIf DIS[Go TO SHE INSTAIIAT[ON'CONI.ACTOR- ALPINE LM81NE[lE0 'IODUCTS, INC. SHALL NOT It RESPONSIBLE FOR AHT 91VIATION FAOM TRIS OES18N: Atli FAIlUO1 TO INSTALLING AN s g C LL 0.0 P S F CA -ENG TSB / GYJH BUILD TRE INCISES IN COYFOtmact WI1M IPI: DO FABRICATING, NAHDLINA, SNIPPING, DESIGN CONFORMS NITN APPLICABLE PROI ISIONI OF NOS (NATIONAL DESIG _ ALPINE NA ACING Of TRUSSIS. THIS S►ttIf ICAl10O IABIIfO[D Bi TRL AMER ICAO FORE SF AND PAPER ASSOCIATION) AID TPI. AL►INE A►PlY COlM1CTOl% TO Aug 24 2000 . * TOT . L D . 3 1.0 PSF S E O N1 - 1 ¢ CC" 1C7 ul MADE Dr COCA ASTM A6SS 0110 BALM. STEEL, EXCEPT Af NOTED. EACI FACE Of logs%. AND UNLESS OTHEAY ISL LOCAT EO ON 701, D1f18N, POSITION COMMEClOAS REI OlAV1k9S 160 A•1. TME SEAL OR THIS CRAVING INDICATES ACC(PT A[CE 01 IlOfESSIOEAI (N61EE[l1YG StlOYN. TWE SUITA8IL ITT AND US[ Of THIS �/,q` C.I1/I D U R .FAC . /� 1 . 2 5 FROM MD ��^ ���� RESPONSIBILITY SOLELY %011 1H[ 7AU5% COMPONCYT O[S16N ]P BUILDING IS THE atstal5191LITY Of THE BUILDING DESIGB(A, PEA Ci AO SPAC I NG 24. 0' 9iQ28 COMPONENT ]`IIA A. PARTICULAR $ 6+"y`•"A11&10 Z. 9 12 4 or greater 00. O ass � Sq e� Topchordsthatarelaterallyb acedcasbuckle f togetherand cause+collapse if there is= 4iego- i nal bracing. Diagonal bmcingsaoufd be nailed to the underside of the rop ch -,.rd when oudine are attached to the topside of •6e top,,mrd. z4V — MINIMUM SPAN DITCH OR CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DBS) J# trusses] SP/QF SPF/HF Up to 32' 412 1 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF- Douglas Fir -Larch SP - Southern Pine HF -1-.em-Fir SPF - Spruce -Pine -Fir All latera braces lapped at leasl 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required WARNING: Failure tofollowtheserecommendations ,-Duldresult In severe personal injury or damage b trusses or bul dings. SPAN _ M n M -M: PITCH DIFFERENCE - = -.OPCHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING (DBS) [# trusses SP DF SPF HF Up to 23' 2.° 7' 17 12 Over 2S' - 42' 31 1 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' Sae a rec slered professional engineer DF - Douglas Fir-LErch = 3 - Southern Pine HF - Hen -Fir 3F - Spruce -Pine -Fir Continuous Top Cnord Lateral Brace Required �I 10' or Greater Attacl-ment j Required J All lateral braces lapped at least 2 trusses. Frame 3 PITCHED TRUSS j 12 100 �. rA g {t Top chords that are laterally braced can buckle 0t togetherandcausecollapseifthereisnodiago� nal bracing. Diagonal bracing should be nailed 1, to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 12 -1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir -� All lateral braces lapped at least 2 trusses. r Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing.B;OT Q CHARD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD HOTTOM CHORD 41AGONAL BRACE MINIMUM LATERAL BRACE SPACING (OBS SPAN ,! PITCH SPACING(LB [#trusses] Up to 32' 4/12 15' 20 15 Over 32'-48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' 1 See a registered rofessional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir -� All lateral braces lapped at least 2 trusses. r Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing.B;OT Q CHARD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. fi Continuous .... ... . . . .. ...... . . TOP CHORD . .. ... ... Lateral Brac, .... .. ..... P 1 ...T . "0. Fl 70 Required MINIMUM LATERAL . ... BRACE SPACING (DBS SPAN DEPTH A � SPACING nalbracing. Diagonal bracing should be nailed . ........ .. ... . .. .... . D Eg N AIR -T'. !F.::,.:T:*:.. Up to 32'i. 30" 8' 16 10 Over 32'- 48' 42' 1 6' 1 6 4 Over 48'- 60' W 1 51 1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine 14F Hem -Fir SPF - Spruce -Pine -Fir ei All lateral braces lapped at least two 2x472k6 PARALLEL Continuous CHORD .... ToCh p ord . .. ... ... Lateral Brac, Required 7op chords that are laterally braced can buckle IDgetherand causecollapse Ifthere isno Jiago- 10, nalbracing. Diagonal bracing should be nailed ID the underside of the top chord when purlins are attached to the topside of the top chord. Affachmer Required 20, 1 -------- IDS) sses@ p Mpft.S� F/14 30" or greater L' The end . ...... diagonal brace En� d diagonal a_ for canifil3vered re_ ss -e, =4503 ptialtor trusses must be stability and must be du—PITI-t4 on placed on vertical both ends of the truss syst webs in Vne with the support. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. K Continuous T PARALLELCHORD IRIJ: � pi. Top Chord Top chords that are lire&ally braced can buckle Lateral Brace togetherand cause corlapse If there Is nodiago- Required nal bracing. Diagonalbsacing should be nailed to the underside of th e top chord when purlins 10' or Greater are attached to the topside of On top chord. Attachment Required 301(as 15 es, %e@,21 O.C. 31/2u Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two trusses. b41So End diagonals are ssqILI�al for stability and must be duofl—c on both ends of the truss system. Frame 5 WARNING: Do not attach cables, chains, or I A hooks to the web members. /60-X or less Tag/ Approximately Line / '/z truss length / e/,s0 /r less F� Approximately Tag '/z truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to 50' Approximately '/:to'/3truss length Less than or equal to 60' WARMING: Do not lift singlelrusses wits I'Aspans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Strongback/ £preaderBai Approximately Vito V4trusslength (Greater than 60' Tag j Line Tag Line Strongback/ SpreaderBar 10' 10' r >'e In At or above / mid -height Approximately J i�3 to Y truss length Tag Tag Line Line ' Greater titan 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configural ions. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Reconwnended Design Specification for Temporary Bracing of Metal Plate Cormected Wood Trusses; DSB-39, and in some cases determine that a wider spacing is possible. Typical horizoeital tie member wits mut-iple scakeo :HT) Frame 2 AWARNING: Failu-e to follow these recommendations could result In severe pers:)nal injury or damage to trusses or buildings. A PLUMB . U Truss Depth ............................ D(in) _, Lesser of 4200 or 2" U F Lesser of BW D/50 or 2" � qV Maximum Plumb Misplacement Line OUT-OF-nUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trissea. construction loadsof anydescriplion beplaced on unbraced trusses. Frame 6 50" 1/4" 4.2' 250" 1/2" 8.3' 150" 3/4" 12.5' OUT-OF-nUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trissea. construction loadsof anydescriplion beplaced on unbraced trusses. Frame 6 200" 250" 300" OUT-OF-nUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trissea. construction loadsof anydescriplion beplaced on unbraced trusses. Frame 6 This safety alert symbol is used, to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resnonsibditv of the installer (builder. b u ldina cor►►trac`or. licensed contractor erectororerectioAcontractor) toProperty receive, unloaY..store, handle, install and brace metal plate connected wood trusses to protect lik- and DMMrty. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition where failure to follow instructions o• heed wam- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructionsfQ + , could rrsult in TRUSS PLATE INSTITUTE 583 D'Onofric Dr., Suit= 200 Madison, Wisconsin 53119 (608)833-5900 truss industry, but must, due to the nature of responsibiities involved, be presented as a guideforthe use ofa qualified building designer or instaler. Thus, the Trass Plate Institute, Inc. expresslydiscla ms any responsibility f3rd3mages arising from the use, application or -eliance or the recommendlations and information contained herein by building desyners, installers, and others. Copyright © by Truss Plate Institute, Inc. Ali rights reserved. This document o: any part thereof must not be reproduced in any form withaut written permission of the based upon the collective experience of leading technca' personnel in the wood publisher. Printed in the United States of America. CArUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. TRUSS STORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to instailation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. 1ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking ontrusses whichare lying flat JA bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 n IOAD• SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.0 * 1.3 * 14.5 * 1.0 =.0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62* l.1* 14.5* 1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft. P=..72 * 1.1 *14.5 * 1.0=.012 ksf @ 25 ft. P .76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 =, .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; I'0'psf @ exferior,walls with 1 -coat stucco or siding. . 22-141 50 SHEETS j AMvno 22-142 100 SHEETS 22=144 200 SHEETS r o' a to ° � v o , �� w NJ 22-141 50 SHEETS AMS 22-142 100 SHEETS 22-144 200 SHEETS . .� dq � � o � vs � � q I � • IN a 22-141 50 SHEETS gry,ppp 22-142 100 SHEETS 22-144 200 SHEETS is I Ivy 151op r� Cl o r ! i 1 GREGORYA, PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. Peitz Architect 11 BUILDING PERMIT SITE PLAN REVIEW APPLICATIION Date: r - D I AP# o ,3q — ,I I O- 0 10 Permit Number (if applicable) 01 - D k� 0 0 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 1 612 S 0�) St✓ 1 A IJ _ 1 C O C. A . c)Sq Telephone No.: Situs Address: C� Proposed Use: Single Family Residential ® Residential Accessory ❑ Second Dwelling ❑ Agricultural Building ❑ Industrial ❑ Septic ❑ Other ❑ Mobile Home ❑ Temporary Mobile Home ❑ Aunt Minnie ❑ Temporary Construction ❑ Commercial ❑ Multi -family ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved Date Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act: Minimum Acreage: ❑ Nitrate Action Plan ❑ Watershed Protection Overlay Zone Zoning District: S �_ ❑ Expansive Soils Indicator General Plan: ❑ SRA - (CDF to determine specific requirements) ❑ Special Seismic Zone ❑ Special Planning Areas: ❑ NCSP ❑ Chapman/Mulberry ❑ Cohasset ❑ CLUP Compatibility Zone: ❑ Chico ❑ Oroville ❑ Ranchero ❑ Paradise 100 -Year Flood Plain: 1 • Flood Zone: 0 -So 1�_i) C, • Flood Panel No.: ❑ Sacramento River Reclamation District Index Date: Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor.Variance ❑ Detached Building Use Form ❑ Admin. Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement ❑ Fire Sprinkler System ❑ Avigation Easement ❑ Encroachment Permit ❑ CSA 87 Fees (Subdivision Agreement) I ❑ Sewage Disposal: ❑ Septic ❑ Public ❑ Community ❑ Water Supply: ❑ Individual ❑ Public ❑ Small Community System Applicable Residential Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Other Amount * Check with school district to verify actual fee if pre -application reivew.. A final determination will be made at the time of the building permit. Parcel Created By: Deed: i\ 8'S, 0.19— S L1 3 (' ) `L %�--. ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (may need if parcel not created legally) Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: P age. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 C) Side Side Street Rear I Height — Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Other Amount * Check with school district to verify actual fee if pre -application reivew.. A final determination will be made at the time of the building permit. Parcel Created By: Deed: i\ 8'S, 0.19— S L1 3 (' ) `L %�--. ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (may need if parcel not created legally) Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: P age. t+ ❑ Comply with Condition Number(s) Approval for: Summary of Specific Requirements: 1. Check with Building Division for setbacks for placement of propane tank of Conditions of For pre -application reviews only This information provided in this summary is based on the best available data. A precise response can only be given through the review of a specific project or building plan. Any errors or omissions contained in this response, will be overcome at the time of the review of the official building permit. Prepared by: LF Date. Title: PT CAMy Documents\Building Permit Site Plan Reviewl.doc PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans. please complete the following information and return this form with your �Ia this form is not complete, as to all correction items,.we will not be able to adapt your re -submittal for review. Themm be a response to every item mquested in our plan correction letter. "By others" is not considered a valid response. please indicate response to each item wad the location where the infomadon an be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PUN REVIEW LITTER AND RETURN WITH REVISED AND ORIGDI LL p OWNERS NAME DATE: `f ASSESSORS PARCEL NUMBER PERMIT NUMBER 3 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LANS/CALCS: S: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS. COMMENTS: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200 1 —0009954 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:27AM 14 -Mar -2001 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Maureen Page 1 of 1_ AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. • The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ve5�411Y . /537,S7 �ee-r-,d 5Lw� o� (A O e � � a �dC S i lei, � �1t G 'r lob', . Date LGj f State Of,Califo a County of to On y- 'd / before me, personally appeared (7 D f ,1 ? y 14r/ s kpwcu-te-ma(or proved to me on the basis of sates ry evidence) to be the person*.) whose name(" is/doe subscribed to the within instrument and acknowledged to me that hets�/ l* executed the same in his/h1or/th�r authorized capacity(iIN), and that by his/h9k/tlLe# signature() on the instrument, the person(a) or the entity upon behalf of which the person(o acted, executed the instrument. WITNESS my and o ci Signature ajlit ��, BLAIR L. HERMAN f4w N�OMMM./ 12077511 a COUNTY OF A -MAN ITULNE u 5q O C o comm, u"Ov'xpires Feb.?. 2003 A.P. # 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 : YEQ1—.. NO 0 1. I HAVE. HAVE NOT 13 signed an application fora buildingpermit for the proposed work. 3. I have contracted with the following person.(firm) to.proyic e_the..proposed construction: NAME: .. u.. ADDRESS: CM:. . 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. E 5. I will provide some of the workbut I have contracted (hired) the following persons to provide, the work indicated: NAME ADDRESS PHONE TYPE OF WORK. SIGNED: D� PROPERTYOWNER: SOCIAL SECURITY NUMBEIR: / DATE: 2 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 BUILDER INFORMATION Dear Property Owner: (i i 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 havea 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! plad to daIyouir own'work, with the ex6epdon of various trades that you plan to subcontracC 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 onchtding 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, 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 wgrk 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 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, /6� Mic el C. Vilira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the Calybrnla Health and Safety Code. OVER SEE EXHIBIT A ATTACHED HERETO AND )i -W.' ._ ±- •.r► 1 14LREOF Dat • i t`, cgyrllJcr S, 2000 v , -- _ _ �` _ RICHARa'lt HFk AN c ARCLN'4 S: H %N LJF C -a r 0Rh44 g_ UL V1)r OF SS: :.n � 31_ ' ❑,.f-rp -E, -he a s unole-ai nN said �cjntj ana St�re. 5 _s F_ s.� [cr SFE +�ry 9 $ZMIA$p _5CHi3,8I'L. _ Fereo%a.:7 xr.c«n to me _r rz,;r] t_ P A : CTAR-, SEAL R � 9aCt3[a:r rr avtaen:+ :. Gr 0,.e para ^:. s ..Y:',r ( I name ^( is+ire +tube .r: ei t.. tic• Itl.lr :ns'rin r-: a,:j l RLCORDING REQ, f : 1 U 81 1. .... i S Bid%ell Title & Escroa Company �?norded I RCC FEE 18.88 OffictatReords I TAX AND WHEN RECORDED MAIL 10 66,55 l County 0BUTTE perp'^i s rr to I ;` �E_ e,a_! f ....h t +. CMM J. GRUBBS { ,•�° JEfiFREI' SEYFRIEp Recorder I iir"t 1612 Sunset Avenue ROSEMRY OICKSON I Addr`" Astiitant I Fay Chico, CA 95426 $9ib''8dL';i 14 -Dec -2M I page 1 of 2 Coy,. sort ZAP 0,60 4, 00; 94020•(X12 I SPACE A30�( THIS 1-0IE FOR RL('ORI)LR N USF Parcel tVoss�Qlff._. GRANT DEED 1'`?rti F(rFt�! Ft kti.�ttE l) N1 13i11Vv I l.l. TI CI I d r R':,`1 l UMPA N1 The t rrJers,Et , .r . ,r.u,n�I E)ecsrc sI Documentary Trinsfe' Tax is $66.55 C] City10�..n of fz Ln:ncurp,)raral Area C L't ,e ".s� ,a;_e.+r r r� re mbronces rcrr ,n.ngat (he n nur sale FOR A VAt L ABLE CONSIDf;RA'l f0\. receipt of %khlen is hereby acxnquicd6ed. RICHARD SCHWAN and CARO�YSI SCYWAN, husband and wife ha.eby GRANT(s) to JEFFREY SEYFRIED and ASH14Y SEYFRIED, husband and wife an JOint Tenants the toll0..,ng rea praperh+ In tl'e UnincorporaL., vlcd. Count} of Butte State SEE EXHIBIT A ATTACHED HERETO AND )i -W.' ._ ±- •.r► 1 14LREOF Dat • i t`, cgyrllJcr S, 2000 v , -- _ _ �` _ RICHARa'lt HFk AN c ARCLN'4 S: H %N LJF C -a r 0Rh44 g_ UL V1)r OF SS: :.n � 31_ ' ❑,.f-rp -E, -he a s unole-ai nN said �cjntj ana St�re. 5 _s F_ s.� [cr SFE +�ry 9 $ZMIA$p _5CHi3,8I'L. _ Fereo%a.:7 xr.c«n to me _r rz,;r] t_ P A : CTAR-, SEAL R � 9aCt3[a:r rr avtaen:+ :. Gr 0,.e para ^:. s ..Y:',r ( I name ^( is+ire +tube .r: ei t.. tic• Itl.lr :ns'rin r-: a,:j l a_xr.e!«ledges t, -e 'bat :.0 'ti:' . :he} ex . •re ea^e in his.ne- "ne.: a„-�,r. r c rtrr 1. .... i "L riga I,I, .. er he -, B:7i.d' !rE , ^F, e• It. �T4i rhe N COMM [38668 perp'^i s rr to I ;` �E_ e,a_! f ....h t +. �j 8r NOTARY N tl6..L CALIFORNIA ' Fer9:'i s aC"es eXC_�,r_, rr. :.:}tr,• _:: N t COUNTY OF BUTTE k:TNE.SS my hav% FVd o:tr_:Ai :,eai Comm. Expires Oct. 21, 2003 6 Signature AIL TAX STATEMENTS TO : Same as Abova 6TEC.!Granmee J' E.H. USE ONLY ;,ja ,,. a.-•-� %�-/� ®� 1 Not Plan Attachad -Anac Pi Floor le Attac ' Sent to Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner �— Location AP# Plan Approved for: Sewage Disposal +/ Water Supply: Public i-"� Private Well Clearance for dwelling. Hold final for: . ,-�N Environmental Health Specialist Date 8/96 O Q w W W C X X epollleo ,00143 too, 5 Z loo u��EBH �,e ugwuo�v\U3 Z0 39Vd C T ----- I 0 0 en C-3 V cw3 � I I o I ' I 6 ' V 3. Qi 8 y < 7,1 j 3 T �o m Q 11 I C a O C.2 e F oc1 0 m O Q w W W C X X epollleo ,00143 too, 5 Z loo u��EBH �,e ugwuo�v\U3 Z0 39Vd C T ----- I 1 ,I I0 Fo1 i� ►N in I Z I I o I ' I 6 ' R t 3. 8 y < 7,1 j 3 �o 11 I I 1 ,I I0 Fo1 i� ►N in S3WOH S , ! AVO NIsnoo 9606-EbE-OES-t� 'ZS:bt 0002/SZ/0t C696-US(OCS) '3ul'+Blmld GBBMA BVL vot A8 '� 03HO alill 1�7 C'd f �v HS0�Skl ��' M 0 _ Z v 00 V In 6 ' R t 3. 8 y < 7,1 j 3 �o 11 I I. F � m r ' a p 0 � z o = I cY a - O . -.- N m d s � � for W Y O U r r 1p � v i o 0 x � O h m �' sKolsin3a . yMlNNnq nn N � Z S3WOH S , ! AVO NIsnoo 9606-EbE-OES-t� 'ZS:bt 0002/SZ/0t C696-US(OCS) '3ul'+Blmld GBBMA BVL vot A8 '� 03HO alill 1�7 C'd f �v HS0�Skl ��' M 0 _ v 00 V In 6 ' 3. N j 3 1 0 I I. 1 � m r a p i cY - O . -.- N v d s � � S3WOH S , ! AVO NIsnoo 9606-EbE-OES-t� 'ZS:bt 0002/SZ/0t C696-US(OCS) '3ul'+Blmld GBBMA BVL vot A8 '� 03HO alill 1�7 C'd f �v HS0�Skl ��' M t2 -er �j'G..��CYIiC�� i j I I I � � 1 _� ' i .�-•----- -� --- Y -1 i ItI °.--1---I fo 4r i u — j -- ie� I7— !o I : , Tj If , : t I Li 1 ' I � , .� cps, Hmn I i , i I VA i i Lv-�'— I i -----•--._ • 1 _ r 1.e LA1 • [G-07AM 10'MI-SUILD11GIL" i� Rif I AP -PR:) .I - - - -- ''- - --1 j -� I II 1 i ! I I J.._ f -LU i I I Sign _ .. A Envlronmental Heatth 2 MAR 19 Chico, C alifomia 651_O1l 24'-0" 411-0" 101-1011-4 11 101-10111171-51114_411,_11, 31-611 12'-411 0 0 Q�Z�iy+k Q�4ry k A/C C NERALNOTE5. 6x6 POST W/ PG 0 6 ry I ,y 00 O O Id%GAPS 4 4 XO 4 3 XO ------------- 6 4,_ XO 2 4 5H 1. BEARING WALL HEADERS SHALL BE 4x10 D.F. #2 MIN., oo TYP., U.O.N. X 6x10 F. t I I 1 I - t I 2. THE f+C�GREOATE AREA OF PLUMBING VENTS SHALL BE _ O O &1-011 L I i------------------- a -- , ----- p ;O _ 125 50 INCHES, MIN. I COVERED PORCH —TIL " o I TGi"'��1 ,a -�' &-0" GL6. iGL6� 5036 XO 8068 5.6.D. TEMP. GLASS TILE M. I _ _ 1 1 8'-O" GL6. 1 TILE , I 21 „ LIN. BREAK LINE—_N 5HEARNALL 50HEDULE _ C3 I N I .\\ REF i J ---------------1\ O REAT ROONC SDR " " 00 I Q We GDX PLYWD. OR 055 H/5d 5 . 4 12 O.G. IY; I i VAULTED GL6. CARPET G O 1 I t = �DROO1� d I' �' 1 ; _ '�--- COFFERED GL6_--------y \/ANI O 8'-O" GL6. i d" 2 CARPET -� I CARPET 1 I - ANTR " }- t 'd' 1. 5HEARWALL FRAMING MAY BE DOUG. OR HEM. FIR 1 t ZERO CLEARANCE 2 O t i N FIREPLACE z I_ t 5 4-p 2.p.. 0. 7ilil - GL6. RIDGE LINE r ----I 2'8" &-0" GL6.-------------------- - ------ 2 0 I 1 TILE IL 1 p_ ui u � u 1 u � n � n 1 = � • 3-6 -4 d -Id a-0 .�I 10 -II Iw} O LIN. m i 22"x30" - --� i WALK-IN CLOSET ATTIC 2'16" / \ Cl ___ /' �''') NALL 1E—G K I BRACE L6. BREA L NE EL � _ PAN E L• �0 � � 1 ACCESS C. 1^V 5 � P - BAT CLOSE O O m &_0" GL6. t IF- O NET 3/b" GDX PLYWD. W/5d • 6" 12" O G. �� VINYL a 2'4" � �� � wi-I 'd' , 1 51-41 4 - I = t OAS W.H. W/ P.T. VALVE 0.((� 1 ; t DISCHARGE TO O.S. 1/2" MIN. THICK 6YP. BD. (4 FT. SHTS) W/5d I t ATOP +18" PLATFORM W/ 0-1 2'8" O • 7" O.G. •ALL SUPPORTS, 8 FT. MIN. LENGTH m F.S. TUB/ , i SEISMIC STRAPS TOP SHWR. ; GL6. BREAK LINE i 2 AND BOTTOM OR 4 FT. MIN. LENGTH IF APPLIED TO BOTH SIDES. _ I 1 I O " I I D I N� t O Wa GEMENT PLASTER WITH METAL LATHE FASTENED ---------- q' -O" GL6. i 3 • 6" O.G. • ILL SUPPORTS WITH APPROVED -------- ------- -- FASTENERS. LIN. 5,p CARPET t i [III 3'O" 3'0' (2) 2'6" D 4 NET 3/8" THICK HARDBOARD PANEL 510IN6 WITH O 6d a 411, 8 O.G. 1650 _ 6ARAOE FIX. FIX. 0 GONG. SLAB � O t O ry t : t t-� � _I tO2 L�1.iROO i _ 5050 XO t L SILL NA41LIN6 AT BRACED WALL PANELS SHALL BE - i 16d • 5" O.G. (WHERE APPLICABLE). _ 2EN %Z COVERED PORCH t NOTE: CARPET i b' -O" GL6. 8'-O" GL6. ; 6ARAOE WALLS AND GL6. FIN. t CARPET 1k t TO BE 5/6" TYPE 'X' GYP. BD. t 2. PANELS SHALL SPAN THREE STUD BAYS, BE 4'-0" + • GL6. TO BE I MIN. W.'DE, AND HAVE all EDGE5 BLOCKED. - -�' --- -------------------------- INSTALLED OVER RGI CHAN. Le,16x 0 kt,+,K Q 4x12 t r • 16" O.G._ ----- -- ; WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL ---------- ry t LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER '/'K ,/+,KAND IN LINE WITH BRACED WALL PANELS. I60'i0 GAR. DR. ��44. SLABS UNDER INTERIOR BRACED WALL NE QI � �Y �Y PANELS SHALL BE 6" MIN. THICK. SILL PLATES SHALL BE FASTENED 4040 XO 40 XO -------- ------ WITH "HILTI KBII 12-234 SLEEVE ANCHORS (OR EQ) 4X14 D.F. #2 Q • 12" FROM EACH END OF EACH BRACED WALL PANEL. W/ 2"x2"x3/I6" PLATE WA5I-'ER. 4'-O" 6'-3" ,-q" 4'-0" 5'-4" I' -O" 10'-8" 241-4 17'-O" 241-011 Butte Courtt�► 65'_0mentat Heedth A FLOOR FLAB I/4"=1'-0" 1�t LIVING AREA: 1843 5.F. OARA5E: 4a8 S.F. • COVERED PORCH: 243 5.F. MV15M 13Y N MSI W a � � N • 0 U- 0 � o M S�Y�RI�D 1843 n� Cr FOUR � I !I I I I I I I I I I I ,� --- � - I I . I � 1� , - 11 - - � I I �� ____ � ,. - I � I I - I I . � I I I � � . I I I . I . � I I . I . 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