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063-180-017
063-180-017 02-1264 INALED nicLnuciu.IN,lonN Z -O ,r � cruiiSnNA nu.. rc)itrsr RANCI �� 2 3 NSP WIGARAGP. 063-180-017 02.1940 HALE MCLAUGHLIN, JOHN -22-03 q-7� CHRISTINA DR., FOREST RA ' CONT: WF SQUYRES FIRE SPRINKLERS 063-180.017 02-3429 MCLAUGHLIN,JOHN WLE AD 4745 CHRISTINA DR., FOREST RAN H)-70 ELECTRICAL SERVICE FOR WELL 31 �j w Q63-180-017 = 02-3429 . MCLAUGHLIN, JOHN 4745 CHRISTINA DR., FOREST RANCH ELECTRICAL SERVICE FOR WELL COUNTY SOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 T1 EggM (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER f a ZD NG ,r. M BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERSUMAWNG ADDRESS 1 CQNrRACTOR'S NAME UWN=. TELEPHONE CONTRACTORS MAKING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS '1`7 IS- Cul, j 7 I, o P< s Energy Plan Checking Fee $ �' 1,! PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex 0 Mobilehome ❑ Other VVILL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Q Describe Work: ELFT. l:>!(.41 3= ;Vp t. �, „�'�,� re��<:»i. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service zo.A OR LESS 23.00 � S 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: s owner of the property, or my employees with wages as their sole compensation, well do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a Acc. BLDS. SO 3.5¢Fr: roµg6lpT MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE ourLer aR. Ex. Occup. OUTLET OR FIXTURES BAL Q 1.5500 FIXED APPLNS. OR Ex. Occup. ourLETs R=. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 � employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall_ forthwith comply wifh those provisions. X - Date ign Lture%f' p')i iin� t = ❑ Owner, rv❑ Contractor ❑ Agent An OSHA permit is required for•exdavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE .� TOTAL FEE $not HAZ. D. FEES IMP FLOOD CDF CEL PD HD ISSUE ( i This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date Receipt No. J� c t� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION } 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75A1,, Z, (Rev. 12/96) APPLICATION AND PERMIT �� JJ ASSESSOR PARCEL NUMBERb q _ Wo17 J�'/' z0 INyjG� qr J BUILDINGPERMIT OWNER 30H�✓ me LAvi4Hi-„✓ TELEPHONE `) sy SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 9r 3 47-K erilveA Ove CHuo CA 973 CONTRACTOR'S NAME � 0 w R, TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 117 1/�— CN isp.,jA P4 Energy Plan Checking Fee $ $ r OIZ/,S /p/8,✓CH PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other VVELL 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 ❑ Utilifies ❑ Installation ❑ Other 0 Describe Work: i6LrA;&4 seit"IC& fox wx4i, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W =(9?20.00 __�H PERMIT FEE $ 01-116q ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.".,v, ORLESS 23.00 23 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑s 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 I000A 46.00 NEW CONST. DWELLING UP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5QFT, Np RESIOT' MULTI -CUTLET C. @7,50 APPARATUS a SINGLE ounET cIR. Ex. Occup. OUTLET OR FWTUREs �L I.w Ex. Occup. DFIx�e.00 R6DOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3, 00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation /of one hundred dollars ($100) or less.) 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' co pensation I s of California, and agree that if I should become subject to the r ers' com en sa ' n provisions of section 3700 of the Labor Code, I shall o pl , those rovisions. X Date �2—����-- g'h t r ❑ Owne ❑ Contractor ❑ Agent n O ermit is r quir cavations over 60" deep and demolition or construction of stru res over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE av TOTAL FEE $ q3 e HAz. D FEES IMP FLOOD CDF ARCEL PD HD ISS E This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. a e Date ReceiptNo. cis WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT [_ 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 verificationIs received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 0, NO 0 2. 1 HAVE Oil HAVE NOT 0 signed an application for a building permit for the proposed work. 3. 1 have contracted .with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF. WORK SIGNED: PROPERTYOWNER: ` SOCIAL SECURITY NUMBER: � DATE: 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 U RESIDENTIAL 063-180-017' 02-1940 t PERMIT NO_' MCLAUGHLIN; JOHN - �I�S CHRISTINA DR., FOREST RANCH CONT: WF SQUYRES FIRE SPRINKLERS i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature .e?�„��.-� ./=OK• 10 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except k'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./ /'LPG 7. Well Clearance & Disconnect B. Utility Clearance MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except it's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Ext.; Steps -Doors -Landings 1. Zoning Requirements -Setbacks -Easements Braced Wall Panels 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector FINAL (Plans) OK except t1's 6. Water; MH Test -Regulator -Connector Setbacks -Easements 7. Water and Sewer Connected -C/O to Grade -HD Approval Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged Pool Structure; Steel -Connections -Thickness Dead Men -Lining 9. Tie Downs -Type -Installation Cert. Elec.; Receptacles and Lighting, Distance-GFI 10. Exits; Insp.-Sketch Elec.; Pool Lighting; 15 Volts-GFI 11. Cert. of Occupancy Elec.; Enclosures; Conduit Entries -Terminals -Listed 12. Permanent Foundation Only; License Decal Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 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 it's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except t1's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip, -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 INSULMM CA TE ►� US Ch S�`� o,, - Tores+ (-C,L.,cL- 1. ROOF Mott" Brood Name 7Mdm= (h) ThmnW RBSMWM(R ) 2. CEMS Bat# at Bb5d4d Type. ^�.. Brand items Jotu�s t1�ty� Thidm n Mdw) 3 Tine Re oe (R�latue)_�L 3 g FE Type Brand Nom .loins Manv-ft F Cofrackoft mf- WARM weWRsq. I_�--Jb- Mbdmm'i I s S Manutactureft ! aMW wet& persgume fWtto arm Mmnvd P.QsmWW (R ) R 3. 4. RAISM FLOOR Mabe" Mbm HIM T () & SLAB FLOOR / PEPJM E7ER Madiefbi Tbk*M ss Perimeter ice+ Depth (kohes) & FOUNDATION WALL ma todal Thk m w (i chgsl Regurmns) 83 u Conn W QMurm"m (7/-o2 Ron -ft signiumow R --M K - mmvw ftsimm (Rvaw) t t3 t � 19 Bend Nam it Hiand Nave Then Rhe Brand Nwm TheenaER oe (R-Wue) . Looft t PAABuS F"CA SM ,.. -- _ :; �.:, �;. syr iii t:. ✓t����•`>i•-t{!.. �� •1•., �•�_ ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 DA -14 (Rev.12is6) APPLICATION AND PERMIT ! � ASSESSOR PARCEL NUMBER 06'�) , S6 O[J r zO � BUILDING PERMIT OWNER ,-"�+ C . TP° �.�� SQ. FT. OCC. BUILDING VALUATION .OWNERS LI ORE �� CO CTOR'E - t vlll t e TELEPHONE CONI AS MAID DRESS tCoCA CONSTRCCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADdaf7q— rl IA Energy Plan Checking Fee $ $ e PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 4 Duplex ❑ Mobilehomlj ther 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: I.tb V, of I=C. j p{ C 1 `t1 \T 1 1 t ir S iA SIS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 W 20.00 Mobile Home I S I G @ PERMIT FEE S G d 1 '�rtil 7 c �0, ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.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 ' II f c and effect. ��h / �.d License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis 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 pr isions of section 3700 of the Labor Code, I shall forthwi h omplythos visio w X Date dj -oz Signature of Applicant - ❑ Owner A.Contractor ❑ Agent An OSHA permit is required for excava ions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. OW EWNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.5¢FT. NEW CONS NON-RESID. MULTI.OUCTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. zo p LQp Ex. Occup. OUTLET OR FIXTURESBAL p SO FIXEPPLNS. Ex. Occup.ounETsD AREBID. OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. I D. FEES IMP I FLOOD I CDF PARCEL PD HD I ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By i ate %�� �' %✓ PERMIT EXPIRES ON I ID fe ReceiptNo. 1?)_ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL 063-180-017 02-1264 PERMIT No. WLAUGFILIN, JOHN CHRISTINA DR., FOREST RANCH NS17 W/GARAGE 0- tAlo tho U 4-t 4 Address -Address - tfw— GASDate— Meter BYE ,rte 41 ELECTRIC VA I Meter By jf Fmi-at Raam, V's. o'), ZZ4.71 SPECIAL CONDITIONS CHECKED BY X SRA FLOOD CERTIFICATE REQ. ,IRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFJ ot F 1 p vo � E cop USE P Address + SUB-& GAS Meter By Date Jy ELECTRIC Meter By Date I W tN JOB FINALED, (Date) LZ' 03 4 Signature V= OK �. 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zonrng Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch 2. 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch). 4. 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 5. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; 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 #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors L 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 #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 L COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER k/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and show d be corrected. Please notice this office when correction of work is completed. If you a any questions pertaining to this matter, or need additional explanation, pl_eaase conta . is office immediately. n W REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ,J OWNER PERMIT NO. A routine inspection indicat that the following violations of butte county Ordinances exist at the above address an d be corrected. Please notice this office when correction of work is completed. u have any questions pertaining to this matter, or need additional explanation, please act this office immediately. h 7 �rel l;//- pfd" �✓n n //y Date Inspector REV 10/92 *(D,;) - la(oq INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING FROM: DATE: ION,,PROVILLE r ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: ��G,�(�iC�%� SEPTIC: f WELL: AP#: e&3- / 'I — �%�fi% ADDRESS/LOCATION: Comments: GUmemos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410 y(,jL� 9 / R�nIT,n�O• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 06-1 80-017 ZONING 'Irl -5 BUILDING PERMIT OWNER MCLAUGHLIN JOIN TELEPHONE 342-5359 SO. FT. OCC. BUILDING VALUATION 9974 'R 19 91796 00 OWNERS MAILING ADDRESS 3425 KEi\r EDY CHICO CA, 95973 CONTRACTOR'S NAME OWN '1 TELEPHONE 511 Col;, 999 -on CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 842-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINC�ADDRESS CK m Energy Plan Checking Fee $ 93-00 PERMIT FEE $ LOTNO. ^ �^ SUBDNISIONS ME — PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.0015.00 TYPE OF WORK New P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W/,07ARAGE Gas piping system 1 - 5 outlets 15.0015.00 Building sewer 15.0015.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 9 ELECTRICAL PERMIT Fling Feel 20.00 Main Service zaOA OOV R 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 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. Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work` for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ((TThe above sections need not be completed 0 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' ompensation laws of California, and agree 1that if I should become subject to the orker 'compensation provisions of section 3700 of the Labor Code, I shall L ort i o ly w' h'those provisions. - X _ Date �� �_ `j — d Z— 1 nat a pplicant - caner ❑ Contractor ❑ Agent n Oif<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. DW EwNa OCCUP. SO OR ADDNS. ( a ACC. S.3.5¢-. NOµq�I.T' CYRCUI@7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. UAL (9 1.00 OUTLET OR FIXTUREs FlXED APPLNS. OR Ex. Occup. oLITLeTs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ R MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation ' PERMIT FEE $ 71 00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ Coro TTPETO AL FEE $ 68, HA D. D PARC Po H du This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. D to / 6 ,3 t M1, Receipt No. 353662 3691.55 60 8 f WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD- A PPLICANT i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C. I lel ASSESSOR PARCEL NUMBKR �,JtLJL.T t U �✓� Proposed Building Use:.�Kw-)yc P— Counter Technician: 5 17?-- � Date: ` Items required in ,6`ider to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. a/1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 97�--Gomplete, plans, 3 or 4 sets, signed by the preparer of the plans. (��'Engineered • plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. LW 4. Engineered truss details and layouts in duplicate. No faxes! 9/ Energy compliance design and supporting documentation in duplicate. 8-6- Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Com. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Re aining items needed to i sue the permit. (May require additions plan review upon receipt of the following items.) 14. F es own on he attached Schedule of Fees ue S ��' c= 96 - tatement of Intent for Non -heated and A/C Buildings ............................... Sanitation and plot plan approval from the Environmental Health Department in t CCity of Chico Plumbing permit ........................... ........... .... ............. alifornia Department of Forestry plan approval paid. Sent by �.................... ❑ 19. Planning approval for A Use: (� (B)Parking: (C) Par el Check: $-- 21.0 2 g PP ( ) _� ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... L #. Worker's Compensation Carrier and Policy Number ..............:.....:........................ 5. Owner -Builder Verification (❑ Given to owner, El Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... F,k3k.. ❑ Grant eed, ❑ M. Title/Stateme t of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ Other: - Telephone and hold for pickup. A t rmed of thea o e items and requirements for obtaining a building permit. Applicant: S-" 1-2 "b Z (J—) 1. Index permit application for the above items numbered; `/ Plan Check Letter 2. Additional items dreui r-- l,- .AjContractor, designener, asadvisedof the above data by one, ❑ m il, ❑ c nter, by , Date: Contractor, designe,ner, was advised of the above data by 0 phone, ❑ ail, ❑ count r by Date: Plans reviewed by: Date: Plans approved by: Date:_ Structural reviewed by: Date: Structural approved by: Date:_ r' Note transfer by: Date: , Yellow: Building Division 0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 i A A SCHEDULE OF FEES DUE' OWNER C V;-- A.P. # 3'L bC) [ � PROPOSED BUILDING USE �)�" G 17&- /-3 DATE RECEIPT # DATE REC. 1. EUILDING PERMIT FEES 36 � � 6 � Balance Due ....................... $ Additional Fees Due .................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES --nye ^ % � �� d� (paid at District Office) (Available after Plan Check) C� JZ3. SHERIFF FEES (paid at Building Division) r� Residential x $360.00 = $ < < "" 3 ...................... Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8ENDER FEES (Battalion # ) 4i o o u l J 20 . (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE l 2—cl)? Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) July 25, 2002 John McLaughlin 3425 Kennedy Chico, CA 95973 Department of Development Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-180-017 Building Permit Number: 02-1264 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. 1. Your energy calculations are incorrect. Please coordinate them. • Plans call for a dual pack, calc's call for a split system. . a ins antaneous gas. • as ono agree Nupport he Bonus Room is not going to be built yet it is still on the elevation drawings and the 6x6 posts are still shown on the floor plan in the garage. Again, please coordinate the ,plans with what is going to be built. According to the truss layout the right edge of the garage lines up with the left side of the house (nook and dining room). The floor plan and roof -framing plan do not agree with the layout. Please coordinate the plans and the truss layout. Please provide a letter from Longfellow stating that ALL of the trusses have been loaded for fire sprinklers. The truss engineering shows sprinkler loading on two trusses only. C d -y - If you wish to discuss any of these requirements, p eas�530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Linda Simpson Plans Examiner 1 of 1 July 3, 2002 John McLaughlin 3425 Kennedy Chico, CA 95973 Department of Development ment Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-180-017 Building Permit Number: 02-1264 Thank you for submitting the plans for your building project. A plan review has NOT been done pending item number 1 below. ✓ 1. Please provide three.complete sets of plans that depict only what will be built. Remove ALL portions done by Bob Metzger that are "superceded" by Frank Glazewski. Coordinate the drawings and delete all "superceded" portions from the plans. ✓ 2. There is no such thing as an "unfinished" bonus room. This room will be plan checked as living area, and should be included in the energy calculations. Please revise the plans, eliminating the "unfinished" part. i3w"J 04 -am bun %,1fJAr-%--V ✓3. Please have the Health Department stamp the bonus room floor plan also as part of their clearance. NIA -#.,o nonNos tz--am 4. Fire sprinklers are required in this subdivision unless a pressurized water system that meets fire department standards serves the property. Fire sprinklers require plans and calculations and a permit, and the two permits will be issued together. 5. If fire sprinklers are required, the truss calculations will need to reflect the sprinkler loads. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Linda Simpson Plans Examiner 1 of 1 uTr ° .,:... F ' ' "` "0 RESIDENTLA]L PLAN ° ° REVIEW GUE ID c r`�c_ .• �.::.r o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY 0v; er. `)J/�- Building Permit Number: (9 'Z -Z-� 4 Plans Examiner-:,b/zein 5- on A. P. Dumber: 3 lam` l7 E-NER-AL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. ,Existing violations on the property. 7tecorded notice of violation. uilding permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks. side v ard, easements, etc. Other buildings or structures. Grading, fills and -'or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRAM ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage &es Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) 'L� ' R A. / Pians and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10°'v of natural light and 5% of ventilation (Utriform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimr n net clear openable height dimension shall be 24". 'lire minimum net clear operable width dimension shall be 20". When vvindo%%s are provided as a means of escape or rescue, they shall have a finished sill height not moue than 44" above the flcor (Uniform Building Code section 310.4). �Sk,dights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less don 7 fbet measured to the lowest eroiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC( in baths. gage, kitchen. wet bar, and exterior receptacles (NEC 210). r Water heaters "hick depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abash or bedroom (uniform Plumbing Code section 509.0). 1' Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedrocM or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code seeaon3" t' Garai firewall separation - required on garage side including supporting walls and posts (Unitb:mi Code section 302.4 exception .03). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (l;nifor:n Building Code section 312.4). Wood stove location - Alcove - UN1C section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page I of 2 Water closet clearances (Uniform Plumbing Code 408.5). . Sboatir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). ' g walls shall be supported on masottry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: BraCed ural] panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall Panels MMA be in line or offset from each other by not more than 4 felt NBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1') Braced wall lines must be continuous throughout the structure. . A California licensed architect or registered engineer must prepare a lateral analysis for the arras of the building that do not comply with the Uniform Building Code. This must include the designer's `vet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table Foundation plans complete enough to construct building Floor constriction details complete enough to construct building. ovations and Wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). Stud heights. . High expansive soil - special foundation design required. Retaining malls requiring design. . G)Ti= wallboard nailing inspection required. required with a total If the area below the lowest floor is full• enclosed, than a mm inimuof two openings are net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification ma)• be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. . Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating With the components during conditions of flooding. MISCELLAT'EOUS ITEMS: Staimay details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and staima�'s (Uniform Building Code section 1004.3.3.2). T�►ro exits on three - sloe dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code sec on 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. . CDF responsible area requirements. B ING PERMIT REQU ENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinlders required. 4. ❑ Special Inspection requirement. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. P2ce -- ;)f = k S• Page CF -1R 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL -a McLAUGHLIN 2274n HOUSE Date..07/30/02 10.01.57 roject Title......... ------------ roject Address........ 01* I o"Z- ;Z Y I FOREST RANCH, CA. 95942 *v6.it # ******* I Biuil ng Peery ocumentation Author... Bob Metzger O.D.S. I �T I 2231 St. George Lane, Ste 70 ( Plan Check / Date Chico, CA 95926 Field Check/ Date I 530-865-9688 -_---------- :limate Zone ........... 11 'Enercom Inc. MICROPAS6 v6.01 for 2001 Standards by p. :ompliance Method...... -- MICROPAS6-v6.01- File-MC2274NB Wth-CTZllS92 Program -FORM CF -IR User#-MP1722 User- Run-McLAUGHLIN 2274n HOUSE - ^---------_ ---------------------- GENERAL INFORMATION Conditioned Floor Area..... 2274 sf Building Type .............• New Family Detached Construction Type ......•-- Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... i Number of Stories.. ••' Floor Raised Fl Floor Construction Type.... RaisRais $ Fl floor area Glazing Percentage.......— Average Glazing U -factor... 0.48 Btu/hr-sf-F Average Glazing SHGC. • • • • - • 9.4 ft Average Ceiling Height..... BUILDING SHELL INSULATION Component Frame Cavity .Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments -------- ---------------- ---- WallWood R-21 R-0 R-21 0.059 Roof Wood R-11 R-27 )'R-38- 0.025 Attic Door None R-0 R-0 R-0 ' 0.330 Solid Wood SlabEdge None R-0 R--0 F2=0.760 To Outside S1abEdge None R-0 R-0 F2=0.510 To Garage Floor Wood R-19 R-0 \ R-19` 0.038 To Crawlspc. FENESTRATION ------------ Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading- Fins Window- - Front (E) 33.3 0.480 0.400 Standard Standard Yes Window Front (E) 51.2 0.48.0' 0.400 Standard Standard Yes Window Front (E) 71.3 0.480' 0.400 Standard Standard Yes Door Front (E) 20.0 0.500 0.400 Standard Standard Yes Window Left (S) 55.0 0.480 0.400 Standard Standard Yes window Left (S) 18.0 0.480 0.400 Standard Standard Yes Window Left (SW) 12 .5 0.,,480 0.400 Standard' Standard Yes Yes Window Back (W) 108.3 0.48,0 0.400 Standard Standard . 2 "'ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page CF-iR McLAUGHLIN-2274n HOUSE Date..07/30/02 10:01:57 Project Title.......... _ ______--------------- MICROPAS6 v6.01 File-MC2274NB hProgram-FORM CF -1R User#-MP1722 Use RunMCLAUGHLIN 2274n HOUSE ---- ----------- Equipment Type ------------ Furnace ACSplit HVAC SYSTEMS Refrigerant Tested FENESTRATION ------------ Minimum Charge and Duct Duct Duct Area U- Interior Exterior Orientation D (8f) Factor SHGC Shading Shading Window Back- ( W ) 46.5 V 0. J4 8 0 0.400 0.400 Standard Standard Standard Standard Door Window Back Back (W) (NW) 17.8 12.5 0.`500 0.480 0.400 Standard Standard Standard Window Right (N) 25.0 0.480 0.400 01480 0.400 Standard Standard Standard Window Right ( N ) 33.5 14.0 0.520 0.400 Standard Standard Window Horz SLAB SURFACES ------------- Area Slab Type (sf) -Standard Slab 10 Equipment Type ------------ Furnace ACSplit HVAC SYSTEMS WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------- ----------- - Storage Gas Standard 1 REMARKS Over- hang/ Fins Yes Yes Yes Yes Yes None Thermostat Type Setback Setback Tank External Energy Size Insulation Factor (gal) R -value 0.61 50 R- n/a Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Efficiency Airflow Location R -value Leakage D ' 0.900 AFUE n/a Attic - R-4.2 No No 112.00 SEER No Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------- ----------- - Storage Gas Standard 1 REMARKS Over- hang/ Fins Yes Yes Yes Yes Yes None Thermostat Type Setback Setback Tank External Energy Size Insulation Factor (gal) R -value 0.61 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -------=no=====---------------------=s=====_ --- ------ ---- ---------------------------- --------------- Project Title.. McLAUGHLIN 2274n HOUSE----------Date..07/30/02 10:01:57 MICROPAS6-v6.01 File-MC2274NB Wth-CTZllS92 Program -FORM CF -1R I User#-MP1722 User- Run-McLAUGHLIN 2274n HOUSE I ----------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JOHN Company. MCLAUGHLIN Address. 16274 STAGE RD. FOREST RANCH, CA. 95942 Phone... 342-5359 License. n/a Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... (date) Signed.. (date) DOCUMENTATION AUTHOR Name.... Bob Metzger O.D.S. Company. Address. 2231 St. George Lane, Ste 70 Chico, CA 95926 Phone... 530-865-9688 Signed.. VAate) 'I —;W — (D -Z '-OMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... MCLAUGHLIN 2274n HOUSE Date..07/30/02 10:01:57 Project Address........ ******* --------------------- FOREST RANCH, CA. 95942 *v6.01* I Documentation Author... Bob Metzger O.D.S. ******* I Building Permit # I I I 2231 St. George Lane, Ste 7D I Plan Check / Date Chico, CA 95926 I I 530-865-9688 Field Check/ Date I :limate Zone........... 11 --------------------- :ompliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 File-MC2274NB Wth-CTZllS92 Program -FORM C -2R User#-MP1722 User- Run-MCLAUGHLIN 2274n HOUSE ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf -yr) _----------------------- Design ---------- Design ---------- Margin = ---------- _ = Space Heating.......... 20.13 18.11 2.02 - - Space Cooling.......... 13.83 17.03 -3.20 = = Water Heating........:. 12.05 10.41 1.64 = = Total 46.01 45.55 0.46 = *** Building complies with Computer Performance ----------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2274 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 21414 cf 10 sf 22.8 % of floor area 0.48 Btu/hr-sf-F 0.4 9.4 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... McLAUGHLIN 2274n HOUSE Date..07/30/02 10:01:57 MICROPAS6 v6.01 File-MC2274NB Wth-CTZi1S92 Program -FORM C -2R �. User#-MP1722 User- Run-MCLAUGHLIN 2274n HOUSE Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2274 21414 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- HOUSE 9 SlabEdge 7 0.760 R-0 No To Outside 10 S1abEdge 7 0.510 R-0 No To Garage FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf ) factor R-val Azm Tilt Gains Reference ------------ Comments ---------------- -------------- HOUSE ------ ----- ----- --- ---- ----- 1 Wall 757 0.059 21 90 90 Yes W.21.2X6.16 33.3 2 Wall 522 0.059 21 180 90 Yes W.21.2X6.16 (E) 3 Wall 23 0.059 21 225 90 Yes W.21.2X6.16 Front 4 Wall 723 0.059 21 270 90 Yes W.21.2X6.16 Door 5 Wall 23 0.059 21 315 90 Yes W. 21 . M. 16 5 6 Wall 537 0.059 21 0 90 Yes W.21.2X6.16 Standard/0.68 7 Roof 2260 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 8 Door 18 0.330 0 90 90 Yes None Solid Wood 11 Floor 2274 0.038 19 n/a 0 No FC. 19.2X6.16 To Crawlspc. PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- HOUSE 9 SlabEdge 7 0.760 R-0 No To Outside 10 S1abEdge 7 0.510 R-0 No To Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 33.3 0.480 0.400 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 51.2 0.480 0.400 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 71.3 0.480 0.400 90 90 Standard/0.76 Standard/0.68 4 Door Front (E) 20.0 0.500 0.400 90 90 Standard/0.76 Standard/0.68 5 Window Left (S) 55.0 0.480 0.400 180 90 Standard/0.76 Standard/0.68 6 Window Left (S) 18.0 0.480 0.400 180 90 Standard/0.76 Standard/0.68 7 Window Left (SW) 12.5 0.480 0.400 225 90 Standard/0.76 Standard/0.68 8 Window Back (W) 108.3 0.480 0.400 270 90 Standard/0.76 Standard/0.68 9 Window Back (W) 46.5 0.480 0.400 270 90 Standard/0.76 Standard/0.68 10 Door Back (W) 17.8 0.500 0.400 270 90 Standard/0.76 Standard/0.68 :OMPUTER METHOD SUMMARY Page 3 C -2R )roject Title.......... McLAUGHLIN 2274n HOUSE Date..07/30/02 10:01:57 ----------------------- ----- MICROPAS6 v6.01 File-MC2274NB Wth-CTZ11S92 Program -FORM C -2R User#-MP1722 User- Run-McLAUGHLIN 2274n HOUSE I ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade )rientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ------------------- -- ----- - ll Window Back (NW) 12.5 0.480 0.400 315 90 Standard/0.76 Standard/0.68 L2 Window Right (N) 25.0 0.480 0.400 0 90 Standard/0.76 Standard/0.68 L3 Window Right (N) 33.5 0.480 0.400 O 90 Standard/0.76 Standard/0.68 L4 Window Horz 14.0 0.520 0.400 90 0 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin-- SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 10 HVAC SYSTEMS ------------ Refrigerant Area Tested RCCA System Left Rght Duct Manual Duct Type Efficiency Airflow Location R -value Surface ( sf ) Wdth Hgth Dpth Hght ---- Ext Ext ---- Ext ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- ----------- HOUSE ----- ----- ----- ---- No ---- 1 Window 33.3 2.5 6 2.0 1.3 4 4 n/a n/a n/a n/a n/a n/a 2 Window 51.2 5 7.2 2.0 5.1 4 4 n/a n/a n/a n/a n/a n/a 3 Window 71.3 5 7.2 2.0 5.1 4 4 n/a n/a n/a n/a n/a n/a 4 Door 20.0 2.7 6.2 10 1.3 4 4 n/a n/a n/a n/a n/a n/a 5 Window 55.0 4.5 6.1 10 5.8 4 4 n/a n/a n/a n/a n/a n/a 6 Window 18.0 2.6 4.5 2.0 1.3 4 4 n/a n/a n/a n/a n/a n/a 7 Window 12.5 2.5 5 12 1.3 4 4 n/a. n/a n/a n/a n/a n/a 8 Window 108.3 5.1 5.8 10 1.3 4 4 n/a n/a n/a n/a n/a n/a 9 Window 46.5 6 7.5 2.0 4.7 4 4 n/a n/a n/a n/a n/a n/a 10 Door 17.8 6 7.5 -2.0 4.7 4 4 n/a n/a n/a n/a n/a n/a 11 Window 12.5 2.5 5 12 1.3 4 4 n/a n/a n/a n/a n/a n/a 12 Window 25.0 5 5 2.0 5.1 4 4 n/a n/a n/a n/a n/a n/a 13 Window 33.5 5 5 2.0 1.3 4 4 n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 10 HVAC SYSTEMS ------------ Refrigerant Tested RCCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No No 0.645 "OMPUTER METHOD SUMMARY Page 4 C-2R -project Title.....:.... McLAUGHLIN 2274n HOUSE Date..07/30/02 10:01:57 MICROPAS6 v6.01 File-MC2274NB Wth-CTZ11S92 -Program-FORM C-2R - ---User#_MP1722 User- Run-McLAUGHLIN 2274n HOUSE 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 i 0.61 50 R- n/a- REMARKS LONGFELLOW LUMBER CO. I (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 July 30, 2002 Linda Simpson Butte County Building Division Oroville, CA Re: Sprinkler loads McLaughlin residence AP# 63-180-017 Dear Linda, In response to your query, the roof truss designs generated by Longfellow Lumber Company for the above job were done with consideration for the loads imposed by fire sprinklers. The note, This truss has been designed for a moving concentrated load of 250, 0/b live and 75.0/b dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads, refers to that analysis. If you have further questions or if we can be of further assistance, please don't hesitate to contact our office. Sincerely, �t Scarborough Quality Truss Design • Roof & Floor Systems T /T 390d OVTO £68 0£S:Xdd '00 2138wn-i MO-1-13d9NOI:QI £17:60 Z0, T£/LO OZ6'01\1 :nIA AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 29 -Jul -2002 2002-0038651 Has not been compared with % original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to. accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �3'e aa- ,:,—\Ac,,V Date State of California County of Bu' — On I l before me, V' verl e- personally appeared pew, _a owe tawe (or proved to me on the basis of satis)rctory a ence) to be the person(s) whose name(Qare subscribed to the within instrument and acknowledged to me th t he/s a/they executed the same i cher/their authorized capacity(ies), and thathis 'her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, execu ed the instrum t. WITNESS �I -an and f ficial al. f Signat re / ' e t? CIiERIE L. GW1ABp1LV0 Commission • 1357661 Z I' — Cal'Aomia E I Nomry Pub iG A. P. # Oda) 'k8D QLr1 Coo Z San Diego co„nty My Comm E vires Jun 14,20M I • �:u: t . THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000; IN BOOK 149 OF MAPS, AT PAGES) 34, 35- AND 36.. APN 063-180=017-000 PARCEL 11: AN EASEMENT FOR INGRESS, EGRESS. AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. PARCEL III: A 20 FOOT WIDE WATER LINE EASEMENT, AS .SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,. STATE OF CALIFORNIA; ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. r I • �:u: t . THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000; IN BOOK 149 OF MAPS, AT PAGES) 34, 35- AND 36.. APN 063-180=017-000 PARCEL 11: AN EASEMENT FOR INGRESS, EGRESS. AND UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. PARCEL III: A 20 FOOT WIDE WATER LINE EASEMENT, AS .SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,. STATE OF CALIFORNIA; ON FEBRUARY 1, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 34, 35 AND 36. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School Distrrct ��C/ Building Department No. A.P. Number 06 7 Jurisdiction: City County Property Owner . ,� Property Location/Address C� n hW� 571 N A i P.4n j V�, AO%zST 9A7,%c# PM / Subdivision Lot No. .................................................................................................................: Residential Development . I r l n Sq. Footage 22� No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation ' Conversion Permit # '(No foundation inspection); C mm rcial/Industria Sq. Footage New Addition (Including Exterior Roofed Areas BGG•--__._,,.,��'' 712510 Building Department Representative Dafe (Floor Plans reviewed by School District Personnel) District Identification No. 03420-7-7 C �.� School District certifies that /1 (Street (City) has complied with the requirements of Resolution No. representing �(� �L square feet. /1 School District Representative Paid by Check # / ? Remarks: (Applicant) (Phone Number) , (State) (Zip Code) �`�' / • nn by payment of $� AB 2926 $ FULL MITIGATION $ 7,&Date w / Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 1 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm r 11 OWNER -BUILDER VERIFICATION Anencion 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. (J I personally plan to provide- the ajor labor and materials for construction of the proposed 0roperty imp vement : YES NO (2-1-- P ,HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: DRESS: CITY: PHO CONTRACTOR'S LICENSE NO 4. I plan to provi a ons of this work, but I have hired following person to coordinate, supervise, and provide 'or work: NAivIE: ADDRESS: CITY: PHONE:, -CONTRACTOR'S L SE NO. 5. I will provide some of work but I have contracted (hired) the wing persons to provide the work indicate NAME ADDRESS PHONE TYPE WORK { SIGNED: PROPERTYOWN'ER:)C,V1C!�2n' SOCIAL SECURITY 4AE DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 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 INFOR>vIATION � Dear Property 0—ner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are, not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only tinder limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. tit ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19810 of the California Health and Sa/kV Code. OVER (nCP0 !— LE: IM ui wLL1 W T C C C) L: c a .- N C, t C CV CV Chi N N r_ - J:° J CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building, Department for compliance. r J 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and'structures (bridges, 1273.07 culverts and other appurte-cant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; .2 feet to those from 100-200 feet. 2..The length of vertial curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall -be not less than 100 feet. j. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road.. [�1 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 3;; C'� �L_ - / �)_L V. -\70-*J 't AP # PERMIT # NAME [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 11 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [x] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 5o feet of the building. 1273.11 Gates [�} 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the / roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic -lane I provides entrance, a 50 foot turning radius shall be used. Fuel Modification. 1276.01 Setback for Structure Defensible Space. 1. All parvels 1 acre and larger shall provide a mini- mum'"30 foot setback for buildings and accessory buildings from. 411 property lines and/or the center of the road. [ ) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and -fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi_ial inspection of a building permit. Page 2 of 3 1 AP # PERMIT, # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet: - Class. A or B roof - Enclosed eaves [ If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors•on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials J Date Siqnature Page 3 of 3 J�poROvED Genera/ Information CONOMONALLY APPROVED PERMIT CLEARANCE Owners Name: T7,) /Pt e k/72f &CT L/t) Owners Address: n Bud ^ ding Site Address: C L I S 77104 K Li Rc-vLYC �KQCLCM" j MK1t7R rO APPRO' o Date: 3 —a 2, AP$: OIQCC �l OO�I Parcel Acreage: ProDe/tY Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessor ❑ 2nd Dwelling ❑ Multi-Famity >2 units per parcel �Septic ell ❑ Other Zone District: General Plan: Use Permit: Parcel Is In: m Date of Zoning Ordinance: Development Agreement: ❑ Cohasset Panel Number:© 2 Proposed Use Complies With: ❑C General Plan Zoning Proposed Use Recuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Budding Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes aoolhcable Setbacks: Variance: Land Conservation Agreement ®No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use No yes , x'_ Floodplain Zone: No Yes ❑ Watershed Protection Zone ❑ Cohasset Panel Number:© 2 Proposed Use Complies With: ❑C General Plan Zoning Proposed Use Recuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Budding Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes aoolhcable Setbacks: 14 Enaran Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created ttv: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ,p Map Date of Recording: Lot: Block: gook: / Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ construction across. property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements ❑ Other General Comments: . w _ 3� --- -- nvir®nmental leaf �MAR 2 8 2on? , - ---- _ — - Chic®9 Cts • U r „til 1 5: __l f TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE cAiL Flw Pian Attached t Floor Ptan A ' Sanito G.D. Owner Location AP# Plan Approved for: Sewage Disposal J Water Supply: Public Private Well Clearance for dwelling. Other Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 STRUCTURAL- CALCU.L.AT.IONS Structural calculations for: John McLaughlin residence Ward Bailey - Contractor Butte County, California Job 02-030 -27470 WILDING DEPARTMEM �c AA PPROY�Ro of c/� 9/0.2 r 4 r Frank M. Glazewski architect Structural designer Chico, California 95973 Tel (530) 343-4630 Fax (530) 894-8164 143 ' t'tTi"J5 ? 2"•� : $ •'%ti'. is'il�, tae.t >,r+<,��'s'^^ * .i +�,'� 'k"�{r moi' +°bvaicf. • 'Yli rI�P� . ��-s F�" X+,jyy-�1S � a� �f3'.'P'�'. � i ¢ra � - Wind loading; Basic wind speed Lffi-W45 mph Exposure Design method Structure category Enclosed Seismic; Seismic zone Gravity loading; Assembly; Applicable DL LL Reducible LL? Sloped roof - less than 4:12 &9' '0W;Nom Sloped roof - greater than 4:12 7-1 ffiY, 7� „No;. ffi a Upper floor h -'Q 049 0 �Lq I- V � NM 1 Lower floor '0 MR00,01 Q.4 IVo Snow Snow 3 Soil tSoil classification: 4 Reference table 18-1-A 1997 UBC .,Soil weight:k`10 kcf Input data for user defined classification ' Allowable bearing pressure ©+OO;Q ksf Max. allowable pressure 0000 ksf ; Increase for depth p WON, Or000 ksf/ft depth Increase for width rw� �Og0,g ksf/ft width Friction coeficientQQ�OQ ' Lateral bearing (passive) Increase for ; Q"QQ;0 ksf/ft. of depth below grade wind/seismic tInclude footing weight when calculating soil pressure ? Soil data used for design Allowable bearing pressure 1.500 ksf Max, allowable pressure 0.000 ksf Increase for depth 0.300 ksf/ft depth ' Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade ' Increase for wind/seismic 1.330 Resistance 0.000 ksf r Page 1 s"a; "af:.i `_3`il!".a°; T? 1 T rse�• v o `-•.;'a`iH� ;ii=`.F�'Fn`"S:.T;.�Yi^. h711rt T'<;,!"".'G rA�u }�Os ,JV%!f'F 1.�7^'•i��ltted 1.t'Si+P 7'ii e`IYu ' rl j. f .iF_r� `'t`�"_ , 'S•t 8'�,' � ce .• k itu"�id kr*�! `c .�?s'�� ;7�^' � c. �! 4 f#� i� *:w� i 1'�'i1•. .. . �D;esigncapacity9of�framingmembers;r3r����u5a�p ! ' Load duration factor 1r'1i Unless `noted, /2x and 4x members are,DF#2.6x members are DF#1 Member size Mcap WapI(in^4) ' . 2x4 0.385 0.383 5.360 2.x.6�8� 5 Y •';06'r0s�1n x}�t 270t,y.M ,�» � 2x8 1.323 0.792 47.640 ' �;2x1�0�. Y �97„3'° -1,1�1�RE�`+ s "98�t93'0 -2x12 2.653 1.229 177.980 2Cz1`4 r3r12_ _.n`�4�;; E290�775 9 44• 0.899. 0.892 12.510 .' /•,� x � 'e' i' +�;-'�'r''t' t7'0'T"i'y'rL t" � t. 426 1::419`24.:402���<s48 530; 48 3.342 1.848 111.150 J , w RFM.r"'G.' P t� ^I "a"'vre'.y,"' '�`ia �F� 1'.t�'• K.a: � W . . }4x,10 �t ���^�'��� .5�022���� ,ti�.� ,r,���2�358� � � ��a � �•ts230 840 t-..:s,r..x.r..„:.�., ..�13:..:w.aa;,:�._ � ,...-.._,�..�����:��J=''t�s.r .u�.��`��� _ �5.`•,r��:�<__..��-.,,,:. s�r�; . ' 412 6.810, 2.868 415.280 _8T588�' ., 3 J ,} 3�378R n,678 �4I 6x6 3.588 1.971 76.260 S,- � , � &" �w � "1P^g" raf fir �s� s ��*• 'a'�c.,��nr...uc'�. � :,�;n..:�..e..�.�i�it.. i�i�ru.�-'n�d�e�s2�.is.�. �m•�'2Y:t:.t1:t.-!&3`n��k.•�^.�.sv.�' _ . _ - 600 10.148 3.315 362.750 u: ,17 o ar' ti �''�,7'' r ✓" rv++�x ev s. Tjl� L. i-iy"F" ..P C 9' P `' �. s,s: '� U•+� .. . �6x112�'`,:":i � ���;15�Oa1:0`� � i�,��r4 032�,�• „1���:�.�.�652s,590� ,�, 6x14. 20.478 4.750 1066.180 3125X10°5 . -�y 1 20,7x " +mss ; Z4, 55 70O 3.125x12 17.1250 4 744 450.000 (3� ��� � riv '{ G-c'.�,' ''"vLT` A�p �' �b� 'F�y'S �s u Pr � h'S,. ;'-'rr,�' '-g. �, q..: tr. r 9 ... , - • - ,25x1�3 5°,��,'.,�;xy '�`,2:,,�1�549, �rt�s��.�r.,�s:��,�:,5;,337..��ati ��,..��..',�.�,��640»720, .. •' ' 3.125x15 26.294, 5.929 1878.910 '325x1,''31479' { « "6 523MAN g w.., N16982Qt r 3:125x18 37.102 7.116 1518.750. Cr:,tp ;t125x.yr,,y.ndea,Fpv, 5�1� 0`5; 2;1 659��67847; , r Fz: 3'494 400zr 5.125x12 28 290 7780 738 000 J `5:125X1 A5''r�353'4"0�853�'10507�9;OE�:. 5.125215 43.120 9.724 1441.410 ' 3 r ra cn, ,s�« rer. aux r'T t51�25x16 5�;51b6 6,�,f� t1t;omOt'697 85` r'91.,8s5 10; 5.125x18 60.849 11.670 2490.750 f�G YYCNt ✓ D v-� h O G C4 , o for 3�.o- TL 0 �r �p,,�f�✓edl vhf, - w,i�+ ceil��5; C 310 0.? I/�%1(!� S o I �L -� use- (3, opf)� Lt, 37- ovsf T-1, So, 0 Pr . I yvwJ 22-1,11 50 SHEETS a9F 22-142 100 SHEETS (. AN CI PAL7 22-144 200 SHEETS CA)" -4-1 O -t- 1 . 1 � N ( � - 1 V CN 0 0 r Ve 7� w ;W www ==r Eno U O O O Lr; O O r N C :JNN N N r J 1 - 1 1 � 2 ' O V5 � l ` 3 L Multi -Loaded Beamf 97 Uniform.Buildinq Code (91 NDS) ) Ver: 5.04 LB By: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002: 08:49:25 AM Project: 02-030 - Location: RB -2 IN3 16.04 Summary: Live Load: wL-2= 5.125 IN x 12.0 IN x 17.25 FT / 24F -V4 - Visually. Graded Western Species - Dry Use PLF. Section Adequate By: 98.70/6 Controlling Factor: Moment of Inertia /Depth Required 9.55 In wD-2= Center Span Deflections: PLF Beam Self Weight: Dead Load: DLD-Center- 0.12 Live Load: LLD -Center- 0.29 Total Load: TLD -Center- 0.41 Camber Required: C= 0.18 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1665 Dead Load: DL-Rxn-A= 672 Total Load: TL-Rxn-A= 2337 Bearinq Lenqth Required (Beam only, Support capacity not checked): BL -A= 0.70 Center Span Riqht End'Reactions (Support B): Live Load: LL-Rxn-B= 1665 Dead Load: DL-Rxn-B= 672 Total Load: TL-Rxn-B= 2337 Bearing Length Required (Beam only, Support capacity not checked): BL -B= 0.70 Beam Data: Center Span Lenqth: L2= 17.25 Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 17.25 Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 IN IN=U715 IN = U509 IN LB LB LB IN LB LB LB IN FT FT FT Center Span Loading: LB 43.82 IN3 Uniform Load: IN3 16.04 IN2 Live Load: wL-2= 193 PLF. Dead Load: wD-2= 63 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 271 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Bendinq Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Fv'. Ey= Fc perp= Fb_cpr- Fb'= Adjustment Factors: Cd=1.15 ' Design Requirements: Controllinq Moment: 8.625 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: 1600000 650 1200 PSI PSI PSI PSI ' PSI PSI 2760 PSI Fv'= 219 PSI M= V= Section Modulus (Moment): Sreq= ' Area (Shear): Moment of Inertia (Deflection): S= Areq= A= + Ireq= 1= 10078 FT -LB 2337 LB 43.82 IN3 123.00 IN3 16.04 IN2 61.50 IN2 371.44 IN4 738.00 IN4 M Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS) ) Ver: 5.04 wL-2= 193 Bv: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002 : 08:50:19 AM 63 Project: 02-030 - Location: RB -3 Beam Self Weight: BSW= 15 Summary: Total Load: wT-2= 271 5.125 IN x 12.0 IN x 12.67 FT / 24F -V4 - Visually Graded Western Species - Dry Use Properties For: 24F -V4- Visually Graded Western Species Section Adequate By: 401.4% Controlling Factor: Moment of Inertia / Depth Required 7.01 In Bending Stress: Center Span Deflections: - 2400 PSI Shear Stress: Dead Load: DLD-Center= 0.03 IN Live toad: LLD -Center— 0.08 IN = U1805 Total Load: TLD -Center= 0.12 IN = U1286 Camber Required: C= 0.05 IN Center Span Left End Reactions (Support A): 1200 PSI Adjusted Properties Live. Load: LL-Rxn-A= 1223 LB Dead Load: DL-Rxn-A= 494 LB Total Load: TL-Rxn-A= 1716 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.52 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 1223 LB Dead Load: DL-Rxn-B= 494 LB Total Load: TL-Rxn-B= 1716 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 0.52 IN Beam Data: Center Span Length: L2= 12.67 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 12.67 FT Live Load Duration Factor: Cd= ' 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 193 PLF Dead Load: wD-2= 63 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 271 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI , Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr— 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2760 PSI Adjustment Factors: Cd=1.15 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: ' Controlling Moment: ' M= 5437 FT -LB 6.335 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 1716 LB At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= ' Area (Shear): Moment of Inertia (Deflection): S= Areq= A= Ireq= 1= 23.64 IN3 123.00 IN3 11.78 IN2 61.50 IN2. 147.18 IN4 738.00 IN4 (0 :'f w� • 36,52 (,oly� (l,i� = .304F(" 36 S/i C,o3S) C/, z� . .?(.,411 � w� I 4 �i16r CXV, t',✓&v%t-/ -� Iia I -KmIf of Z 10 �i Vz TI L Z,0 -,rima I f,zuJF�• vn c &,ov n, e.5 -S (t! (Do 0/0 V .C— 17, osf, t 00 /0 z-zxc TP2i Multi -Loaded Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.04 Bv: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002: 08:41:58 AN Project: 02-030 - Location: H-1 0.06 Summary: 2746 5.5 IN x 11.5 IN x 7.16 FT / #1 - Douglas Fir -Larch - Dry Use 1154 Section Adequate By: 5.7% Controlling Factor: Area / Depth Required 10.88 In Center Span Deflections: LB Dead Load:. DLD-Center- Live Load: LLD -Center -- Tota[ Load: TLD -Center - Center Span Left End Reactions (Support A): LB - Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearing Length Required (Beam only, Support capacity not checked): -BL-A= Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checked): .BL -B= Beam Data: Critical moment created by combining all dead loads and live loads on span(s) Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2-Top= Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Center Span Loading: Uniform Load: Comparisons With Required Sections: Live Load: ' wL-2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT-2= Pro erties For' #1- Douglas Fir -Larch 121.23 IZ 0.02 IN 0.04 IN = U2113 0.06 IN = U1488 2746 LB 1154 LB � 3900 LB 1.13 IN 2746 LB 1154 LB 3900 LB 1.13 IN 7.16 FT 0.0 FT 7.16 FT 1.15 360 240 767 PLF 307 PLF 15 PLF 1089 PLF p Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 6981 FT -LB 3.58 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 3900 LB At right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Sreq= 53.96 IN3 Section Modulus (Moment): S= 121.23 IN3 Area (Shear): _ Areq= 59.85 IN2 A= 63.25 IN2 Moment of Inertia (Deflection): Ireq= 118.75 IN4 1= 697.07 IN4 L L H,3i . WRQ = 3G�z(_o14) ts� 0� ,9a c ,o13 wil C/2+1� , o')5 + ),33/i (• °`1 °) Multi -Loaded Beamf 97 Uniform Buildinq Code (91 NDS) ) Ver: 5.04 By: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002: 08:46:06 AM Proiect: 02-030 - Location: H-3 Summary: 5.5 IN x 11.5 IN x 7.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 31.2% Controlling Factor: Area/ Depth Required 8.76 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD -Center= 0.03 IN = U2753 Total Load: TLD -Center= 0.04 IN = U1933 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 2205 LB Dead Load: DL-Rxn-A= 936 LB. Total Load: TL-Rxn-A= 3141 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL -A= 0.91 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 2205 LB Dead Load: DL-Rxn-B= 936 LB Total Load: TL-Rxn-B= 3141 LB ,Bearing Length Required (Beam only, Support capacity not checked): BL -B= - 0.91 IN Beam Data: Center Span Lenqth: L2= 7.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 7.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 630 PLF Dead Load: wD-2= 252 PLF Beam Self Weight: BSW= 15. PLF Total Load: wT-2= 897 PLF Properties For: #1- Douqlas Fir -Larch Bendinq Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 98- PSI Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 5496 FT -LB 3.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 3141 LB At riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 42.48 IN3 S= 121.23 IN3 Area (Shear): Areq= 48.20 IN2 A= 63.25 IN2 Moment of Inertia (Deflection): Ireq= 91.15 IN4 1= 697.07 IN4 Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 12.35 Ft from left support of span2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 0�, , J ox� 04, f 14869 FT -LB 6710 LB, 64.65 IN3 123.00 IN3 46.06 IN2 61.50 IN2 466.56 IN4 738.00 IN4 Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS) ) Ver: 5.04 Bv: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002: 08:47:26 AM r Proiect: 02-030 - Location: H-4 Summary: 5.125 IN x 12.0 IN x 16.25 FT / 24F -V4 - Visually Graded Western Species - Dry'Use Section Adequate By: 33.5% Controlling Factor: Area / Depth Required 10.3 In Center Span Deflections: Dead Load: DLD-Center- 0.20 IN Live Load: LLD -Center- 0.31 IN = U626, Total Load: TLD -Center- 0.51 IN = U380 Camber Required: C= 0.30 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1360 LB Dead Load: DL-Rxn-A= 1048 LB Total Load: TL-Rxn-A= 2408 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.72 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 4346 LB Dead Load: DL-Rxn-B= 2364. LB Total Load: TL-Rxn-B= 6710 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 2.01. IN Beam Data: Center Span Length: L2= 16.25 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.25 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: ' Live Load: wL-2= 97 PLF Dead Load: wD-2= 83 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 195 PLF Point Load 1 Live Load: PL1-2= 4130 LB Dead Load: PD1 -2= 1820 LB Location (From left end of span): X1-2= 14.0 FT Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400. PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2760 PSI Adjustment Factors: Cd=1.15 Fv': Fv'= 219 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 12.35 Ft from left support of span2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= At right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 0�, , J ox� 04, f 14869 FT -LB 6710 LB, 64.65 IN3 123.00 IN3 46.06 IN2 61.50 IN2 466.56 IN4 738.00 IN4 1 1 1 N Cr) lA IwwW wwut sxx WEU) coo �n o 0 IrrN r N �r C'. NN N N N �A 1 1 1 1 i 1 1 1 1 i �rz q tis' 0 m Y m 22-141 50 SHEETS n01 22-142 100 SHEETS 2.2-144 200 SHEETS S —6 � N GN r, '_ r N t J N -15. cc 0 co it n vJ a N � N GN r, � N r, --� -15. N E Multi -Loaded Beamf 97 Uniform Buildinq Code (91 NDS) ) Ver: 5.04 By: Frank Glazewski , Frank M Glazewski - Architect on: 05-07-2002 : 09:49:52 AM Project: 02-030 -Location: H-6 Summary: 5.25 IN x 11.875 IN x 5.25 FT / 2.0E Parallam - Trus Joist -MacMillan Section Adequate By: 223.5% Controlling Factor: Area / Depth Required 6.41 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam only, Support capacity not checked): Center Span Riqht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Center Span Lenqth: Center Span Unbraced Lenqth-Top of Beam: Center Span Unbraced Length -Bottom of Beam: Live Load Duration Factor, Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 ,Live Load: Dead Load: Location (From left end of span): Point Load 2 Live Load:. Dead Load: Location (From left end of span): Properties For: 2.0E Parallam- Trus Joist -MacMillan Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.00 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment:, 2.625 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: At riqht support of span 2 (Center Span) Critical shear created by combining all dead loads, and live loads on span(s) 2 Comparisons With Required Sections: DLD-Center= LLD-Center- TLD-Center- LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL -A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= L2= Lu2-Top= Lu2-Bottom= Cd= U U wL-2= wD-2= BSW= wT-2= PL1-2= PD1 -2= X1-2= PL2-2= PD2-2= X2-2= Fb= Fv= E= Fc_perp= Fb'= Fv'= M= V= 0.01 IN 0.02 IN = U3849 0.02 IN = U2596 2337 LB 1206 LB 3543' LB 0.90 IN 2482 LB 1244 LB 3726 LB 0.95 IN 5.25 FT 0.0. FT 5.25 FT 1.00 360 240 70 PLF .86 PLF 19 PLF 175 PLF 4131 LB 1816 LB 2.63 FT 320 LB 80 LB 3.75 FT 2900 PSI 290 PSI 2000000 PSI 750 PSI 2903 PSI 290 PSI 8695 FT -LB 3726 LB Section Modulus (Moment): Sreq= 35.94 IN3 S= 123.39 IN3 Area (Shear): Areq= 19.27 IN2 A= 62.34 IN2 Moment of Inertia (Deflection): Ireq= 68.53 IN4 1= 732.62 IN4 22-141 50 SHEETS ,Fn.ry) 22-142 100 SHEETS 22-144 200 SHEETS G N` p o cQ p a - o cs oa Zo File >GIRDER 9:29 PM 3/ 6/02 7 ----------------------------------------------------------- Rev 6-22-95 Typical floor girder Description >>Typical first floor girder.. ------------------------------General data ------------------------------ w uniform . > .390 kips/ft Support spacing > 7.500 feet Soil brg. cap. > 1.500 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values ------------------------ Base values Species Grade Fb Ft Fv Fc1 Fc -U E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches Member depth > 7.250 inches Repetitive (y/n)?, > n Size factor Cf (apply to Fb) > 1.300 Size factor Cf (apply to. Ft) > 1.200. Size factor Cf (apply to Fcl) > 1.050 Repetitive member factor Cr > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -U E DFL NO2 1137.500 690:000 95.000 625.000 1365.000 1600000 --------------=------------------ Summary ----=--------------------------- S req > 28.929 in -3 S > 30.661 in -3 <ok> A req > 23.092 in -2 A >. 25.375 in^2 <ok> I > 111.148 in -4 Total load deflection .> .156 inches <ok> --------------------------------Footings---------------------- '--------- Reaction > 2.925 kips Footing size > 17.575 inches square 12.000.inches deep 22-141 50 SHEETS 22.-142 100 SHEETS c!1A,7UPA17' 22-144 200 SHEETS G s oB N o � x u tA O nt ir N N � c�a N � F 22-141 50 SHEETS 22.-142 100 SHEETS c!1A,7UPA17' 22-144 200 SHEETS C� x s ro x x tA nt T N N � c�a N � � O ` 0 N C� x s ro r nt T S N � � S C� x s ro r T rim ' z _ eAI-J Z � Z) "s a A fe Iz 6f, ((0) il; LU Uj �WWLLI m U) Ch 000 W) CD C) U:! li C'I C41 h C,t N C*4 ru 7 3 Z � Z) "s a A fe 22-141 50 SHEETS .�lt�J' 22-142 100 SHEETS �-" 22-144 200 SHEETS a I W i i / 124 I L :37 PM yl'r/dL 0.30 IN 0.69 IN = U445 0.99 IN = U309 0.45 IN 4131 LB 1816 LB 5947 LB ' 1.79 IN 4131 LB 1816 LB 5947 LB 1.79 IN - 25.5 FT 0.0 FT 25.5 FT 1.15 360 240 324PLF 120 PLF 22 PLF 466 PLF 2400 'PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSI 2599 PSI 219 PSI 37911 FT -LB 5947 LB 175.02 IN3 276.75 IN3 40.83 IN2- 92.25 IN2 2014.31 IN4 2490.75 IN4 Multi-Loaded Beam[ 97 Uniform Buildinq Code (91 NDS) ) Ver: 5.04 By: Frank Glazewski , Frank M Glazewski - Architect on: 05=06-2002 : 2:37 Project: 02-030 - Location: RB-1 Summary: 5.125 IN x 18.0 IN x 25.5 FT / 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 23.7% Controlling Factor: Moment of Inertia / Depth Required 16� Center Span Deflections: ' Dead Load: DLD-Cent Live Load: LLD-Cegqter— Total Load: TLD-COnter— ' Camber Required: Center Span Left End Reactions (Support A): C= Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= ' Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= • Dead Load: DL-..Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only„Support capacity not the ed): BL-B= Beam Data: Center Span Lenqth: L2= Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= Center Span Unbraced Length-Bottom of Beam: Live Load Duration Factor: Lu2-Bottom= Cd= . Live Load Deflect. Criteria: \ U Total Load Deflect. Criteria: U ' Center Span Loading: �� Uniform Load: /� Live Load: V wL-2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT-2= Properties For: 24F-V4- Visually Graded Western pecies Bendinq Stress: Fb= Shear Stress: Fv= . Modulus of Elasticity: Ex= ' Ev= Stress Perpendicular to Grain: Fc perp= Bendinq Stress of Comp. Face in ension: Fb. cpr— Adjusted Properties Fb' (Tension): Fb'= ' Adjustment Factors: Cd 1.15 Cv=0.94 Fv': Fv'= Adjustment Factors: d=1.15 Design Requirements: ' Controllinq Moment: M= 12.75 Ft from left upport of span 2 (Center Span) Critical moment reated by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= At left suppo of span 2 (Center Span) ' Critical shea created by combining all dead loads and live loads on span(s) 2 Comparisons With Requir d Sections: Section Modulu (Moment): Sreq= S= Area (Shear): Areq= A= Moment of ertia (Deflection): Ireq= 1= :37 PM yl'r/dL 0.30 IN 0.69 IN = U445 0.99 IN = U309 0.45 IN 4131 LB 1816 LB 5947 LB ' 1.79 IN 4131 LB 1816 LB 5947 LB 1.79 IN - 25.5 FT 0.0 FT 25.5 FT 1.15 360 240 324PLF 120 PLF 22 PLF 466 PLF 2400 'PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSI 2599 PSI 219 PSI 37911 FT -LB 5947 LB 175.02 IN3 276.75 IN3 40.83 IN2- 92.25 IN2 2014.31 IN4 2490.75 IN4 324PLF 120 PLF 22 PLF 466 PLF 2400 'PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSI 2599 PSI 219 PSI 37911 FT -LB 5947 LB 175.02 IN3 276.75 IN3 40.83 IN2- 92.25 IN2 2014.31 IN4 2490.75 IN4 2599 PSI 219 PSI 37911 FT -LB 5947 LB 175.02 IN3 276.75 IN3 40.83 IN2- 92.25 IN2 2014.31 IN4 2490.75 IN4 L14- � I.0 �� W 1 Q( vJ z I 2 W Icu: , 0101's c,jiA- ,Ogo�sF r -j -Z i ,.0(0 K WZ�_ o� s� PcM-,,�55'C-(� 9 02 FJ -1 16.0" o/c TJ -Beam" v5.55 Serial Number. 700105763 14 TJI@/ProT""-250 JOIST @ BEAMUSA 1001 3/6/02 8:14:21 PM e 1 of 2 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 20-9" Product Diagram is Conceptual. PPORTS: INPUT BEARING REACTIONS lbs. ( ) WIDTH' LENGTH LIVE/DEAD/TOT. PLY DEPTH DFS- AIL OTHER 1 Parallam® PSL, PPCB 5.25" Hanger 625 / 216 / 841 1 14.0" Detail H1 2 2x Wall DF/L, SYP 5.50" Hanger 459 / 273 / 732 1 14.0" /Detail H1 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong -Tie Connectors® REVERSE' T.F. T:F. MODEL SLOPE SKEW FLANGES OFFSET SLOP Left Top ITT14 No N/A No 0 ' Right Top ITT14 Noy N/A No 0 - Nailing: Left (ITT14) - Face: 2-N10 , Top: 4-N10 , Member: 2-N 0 -Nailing: Right (ITT14) -Face: 2-10d, Top: 4-10d, Member: -N10 SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION 'Shear(lb) 812 812 1710 Passed(47%) Lt. end Span 1 underfloor loading Reaction(lb) 812 812 1015 � alssed(84%a)''' ,13baring-.1: under Floor loading Moment(ft-Ib) 4942 4942 541/Passed(91%) MID Span 1 under Floor loading Live Defl.(in) 0.469 0.496 Passed(U508) MID Span 1 under Floor loading Total Defl.(in) 0.673 0,:93 Passed(U354) MID Span 1 under Floor loading ' - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. ' - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracingl's required to achieve member stability. PROJECT INFORMATON OPERATOR INFORMATION: McLaughlin Frank M Glazewski - Architect ' Frank Glazewski 21 Delaware Drive Chico, CA 95973 530-343-4630 Iright © 2000 by rus Joist, a Weyerhaeuser Business. -ProT . TJ-P� '" and TJ -Beam?" are trademarks of Trus Joist. yand Paralla are registered trademarks of Trus Joist . Simpson Strong- a Connectors® Is a registered trademark of Simpson Strong -Tie Company, Inc. io\d\Frank\02-030 Ward Bailey\q-t.bm A ev, 71 ADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 10 Dea *,0 Partition; and: TYPE Uniform(psf) ' Uniform(psf) Point(plf) CLASS Floor(1.00) Floor(1.00) Floor(1.00) LIVE 40 0 293 DEAD 10 10 159 LOCATION. 0 to 13' 13' to 20'9" 13' APPLICATION Replaces Replaces Adds to ' • , COMMENT, \(� PPORTS: INPUT BEARING REACTIONS lbs. ( ) WIDTH' LENGTH LIVE/DEAD/TOT. PLY DEPTH DFS- AIL OTHER 1 Parallam® PSL, PPCB 5.25" Hanger 625 / 216 / 841 1 14.0" Detail H1 2 2x Wall DF/L, SYP 5.50" Hanger 459 / 273 / 732 1 14.0" /Detail H1 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong -Tie Connectors® REVERSE' T.F. T:F. MODEL SLOPE SKEW FLANGES OFFSET SLOP Left Top ITT14 No N/A No 0 ' Right Top ITT14 Noy N/A No 0 - Nailing: Left (ITT14) - Face: 2-N10 , Top: 4-N10 , Member: 2-N 0 -Nailing: Right (ITT14) -Face: 2-10d, Top: 4-10d, Member: -N10 SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION 'Shear(lb) 812 812 1710 Passed(47%) Lt. end Span 1 underfloor loading Reaction(lb) 812 812 1015 � alssed(84%a)''' ,13baring-.1: under Floor loading Moment(ft-Ib) 4942 4942 541/Passed(91%) MID Span 1 under Floor loading Live Defl.(in) 0.469 0.496 Passed(U508) MID Span 1 under Floor loading Total Defl.(in) 0.673 0,:93 Passed(U354) MID Span 1 under Floor loading ' - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. ' - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracingl's required to achieve member stability. PROJECT INFORMATON OPERATOR INFORMATION: McLaughlin Frank M Glazewski - Architect ' Frank Glazewski 21 Delaware Drive Chico, CA 95973 530-343-4630 Iright © 2000 by rus Joist, a Weyerhaeuser Business. -ProT . TJ-P� '" and TJ -Beam?" are trademarks of Trus Joist. yand Paralla are registered trademarks of Trus Joist . Simpson Strong- a Connectors® Is a registered trademark of Simpson Strong -Tie Company, Inc. io\d\Frank\02-030 Ward Bailey\q-t.bm A ev, 71 C' �(7 FJ-1 7i I TJ-BeamT" vs.ss" Serial 70U,Us763 14" TJI®/Pro TM-250 JOIST @-16:0" o/c JAMUSA 1001 3/6/02 8:14:21 PM ge 2 of 2 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LIST D �1 I DITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its roducts by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The/ ecific product ' application, input design loads, and stated dimensions have been provided by the software user. This output h;ity. s . of been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product avails - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALY/ IS. ' - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed f ove. • r 1 TROJECT INFORMATIO OPERATOR INFORMATION: McLaughlin Frank M Glazewski - Architect ' Frank Glazewski 21 Delaware Drive Chico, CA 95973 530-343-4630 tyright O 2000 by Trus Joist, a Weyerhaeuser Business. Pro*", TJ-ProT" and TJ -Beam*" are trademarks of Trus Joist . TJI® and ParailamS are registered trademarks of Trus Joist. Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. io\ffrank=0 030 Ward Bailey\fj-t.bm r Supplemental Report for TJ -Beam v5.55 Serial Number. 700105763 14" TJI@/ProTM-250 JOIST @ 16.0" o/c BEAMUSA 1001 3/6/02 8:14:21 PM getoft tuber Information: / -1 Project Information: Operator Information: Laughlin Frank M Glazewski - Architect Frank Glazewski 21 Delaware Drive Chico, CA 95973 530-343-4630 19'-10.25" x. Vertical Reaction Total(lb) 841 732 ASA\ \ \ Live(lb) 625 459_. V1J Rx. Unbraced Length(in) 32 n Floor loading on all members, LDF = 1.00 /V► ear(lb) 812 -726 action(lb). 841 732 ment(ft-lb) 4942 Live Defl.(in) 0.469 Total Defl.(in) 0.673 ad load, LDF 0.90 ear(lb) 210 -267 Reaction(lb) 216 273 Moment(ft-1'b) 1589 ti Copyright o 2000 by rus Joist, a Weyerhaeuser Business. and Parallam® re registered trademarks of Trus Joist . to, TJ-Pro'" and J -Beam- are trademarks of Trus Joistpson Strong -Ti Connectors° is a registered trademark of Simpson Strong -Tie Company, ° Inc.. E 4 b � FJ -2 TJ-BeamT"v5.55 Se mber.700105763 9.5" TJI®/ProT""-150 JOIST @ 16.0" o/c JAMUSA 1001 3/6/02 8:17:16 PM' .ge 1 of 2 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS a, .a ' 9" 13 Product Diagram ADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf) 40 Live at 100% durati ; TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT ' Uniform(psf) Floor(1.00) 0 10 0 to 7' 9" Replaces Point(plf) Floor(1.00) 293 159 7' 9" Adds to' ' - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong -Tie Connectors® ' REVERSE MODEL SLOPE SKEW FLANGES Left Top ITT29.5 No N/A Right Face IUT29 No No ' - Nailing: Left (ITT29.5) - Face: 2-10d , Top: 4-10d, I - Nailing: Right (IUT29) - Face: 8-N10, Top: N/A, Me 10 Dead; 0 Partition; and: PLY DEPTH DETAIL OTHER 1 9.5" Detail H1 1 9.5" Detail H1 T.F. .F. OFFSET SLOPE No 0 N/A N/A er: 2-N10 2-N10 r D SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 660 660 112 Passed(59%) Rt. end Span 1 under Floor loading 'Reaction(lb) 660 660 P45 Passed(70%) Bearing 2 under Floor loading Moment(ft-Ib) 2640 2640 839 Passed(93%) MID Span 1 under Floor loading Live Defl.(in) 0.246 0.321 Passed(U627) MID Span 1 under Floor loading Total Defl.(in) 0.386 0.643 Passed(U400) MID Span 1 under Floor loading ' - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on/Eomposite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression/dges (top and bottom) must be braced at 2'4" o/c -unless detailed otherwise. Proper attachment `and positioning of lateral bra ing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: M/.nk\02-030 Frank MGlazewski -Architect ' Frank Glazewski 21 Delaware Drive Chico, CA 95973 ' 530-343-4630 CopyrighJoist, a Weyerhaeuser Business. Pro*", TJ-ProT" and TJ-BeamT" are trademarks of Trus Joist.. Simpsonectors® is a registered trademark of Simpson Strong -Tie Company, Inc. TJI® is a registered trademark of Trus Joist . Sio\d\rd Bailey\fj-2.6m 31 SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. 1 2x Wall DF/L, SYP 5.50" ' Hanger 233 / 184 / 417 2 Glulam, HT 5.25" Hanger 477 / 212 / 689 ' - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong -Tie Connectors® ' REVERSE MODEL SLOPE SKEW FLANGES Left Top ITT29.5 No N/A Right Face IUT29 No No ' - Nailing: Left (ITT29.5) - Face: 2-10d , Top: 4-10d, I - Nailing: Right (IUT29) - Face: 8-N10, Top: N/A, Me 10 Dead; 0 Partition; and: PLY DEPTH DETAIL OTHER 1 9.5" Detail H1 1 9.5" Detail H1 T.F. .F. OFFSET SLOPE No 0 N/A N/A er: 2-N10 2-N10 r D SIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 660 660 112 Passed(59%) Rt. end Span 1 under Floor loading 'Reaction(lb) 660 660 P45 Passed(70%) Bearing 2 under Floor loading Moment(ft-Ib) 2640 2640 839 Passed(93%) MID Span 1 under Floor loading Live Defl.(in) 0.246 0.321 Passed(U627) MID Span 1 under Floor loading Total Defl.(in) 0.386 0.643 Passed(U400) MID Span 1 under Floor loading ' - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:U240). - Deflection analysis is based on/Eomposite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression/dges (top and bottom) must be braced at 2'4" o/c -unless detailed otherwise. Proper attachment `and positioning of lateral bra ing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: M/.nk\02-030 Frank MGlazewski -Architect ' Frank Glazewski 21 Delaware Drive Chico, CA 95973 ' 530-343-4630 CopyrighJoist, a Weyerhaeuser Business. Pro*", TJ-ProT" and TJ-BeamT" are trademarks of Trus Joist.. Simpsonectors® is a registered trademark of Simpson Strong -Tie Company, Inc. TJI® is a registered trademark of Trus Joist . Sio\d\rd Bailey\fj-2.6m 31 3ti TJ-Beam'" v5.55 S` enal Nu4b-r4wwKmber: 700105763 9.5" TJ I@/Pro T"^ -150 JOIST @ 16.0" o/C ; AMUSA 1001 3/6/02 8:17:16 PM e 2 of 2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ANDZspecifiCLDptr01duct TED r ' DITIONAL NOTES: - IMPORTANTI- The analysis presented is output from software.developed by Trus Joist (TJ). TJ warrants the sizing by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. /r ' application, input design loads, and stated dimensions have. been provided by the software user. This output t� s not been reviewed by a TJ Associate. J - Not all products are readily available. Check with your supplier or TJ technical representative for product availability: - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS AALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product lis dd above. O r t ' 1 1 r PROJECT INFORM TION OPERATOR INFORMATION: McLaughlin Frank M Glazewski - Architect Frank Glazewski 21 Delaware Drive Chico, CA 95973 ' 530-343-4630 Copyright m 2000 by Trus Joist, a Weyerhaeuser Business. ProT", TJ-Pro^ and TJ-Beam^ are trademarks of Trus Joist. Simpson Strong-Tie Connectors® is a registered trademark of Simpson Strong-Tie Company, Inc. TJI® is a registered trademark of Trus Joist . \ io\d\Frank\02-030 Ward Bailey\q-2.bm Supplemental Report for 33 TJ-Beam v5.55 Serial Number. 700105763 9.5" TJI®/Pro T""-150 JOIST @ 16.0" o/c AMUSA 1001 3/6/02 8:17:16 PM get of 1 tuber Information: 2 oject Information: Operator Information: Laughlin Frank M Glazewski - Architect' Frank Glazewski 21 Delaware Drive Chico, CA 95973 530-343-4630 1 12'-10.25" x. Vertical Reaction Total(lb) 417 689 Live(lb) lax. 233 477 Unbraced Length(in) \\ 28 1^� loading on all members, LDF = 1.00 ear(lb) 411 -660 Ioor action(lb) 417 689 ment(ft-lb) 2640 Live Defl.(in) 0.246 tal Defl.(in) 0.386 ad load, LDF 0.90 ear(lb) 177 -206 Reaction(lb) 184 212 Moment-(ft-lb) 939 J 1 yright ° 2000 y Trus Joist, a CoIppson Weyerhaeuser Business. ° is a regist red trademark of Trus Joist . ", TJ-Pro" a d TJ-Beam'" are trademarks of Trus Joist . Strong is Connectors° is a registered trademark of Simpson Strong-Tie Company, Inc. i • I 27_-141 50 SHEETS AfD22•-142 100 SHEETS JLC; .li� �;.•CF. 22-14.1 200 SHEETS 70 x t-,, c � :r_ `1} — `a C, + C(3) I ca -Q H. h L + 4- N 3 S. L .� o 7c VI 4- a- _ �� S N c� -C -amu N N -1� C y tr Tr s o (J v' 4 C UI 1 X N � 00 Ic s _ -fir O 0 c o �o N 1 r n 2.0E PARALLAM® PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G = 125,000 psi Modulus of elasticity E - 2.0 x 106 psi Flexural stress Fb = 2,900 psi(1) Compression perpendicular to grain 25 210 245 15.2 parallel to wide face of strands Fcl - 750 psi(z) Compression parallel to grain Fo - 2,900 psi Horizontal shear perpendicular to wide face of strands F„ - 290 psi (1) For 12 -inch depth. For others, multiply by [dI0.111 (2) Fu shall not be increased for duration of load ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 13/4" 2.0E PARALLAM® PSL sDeslgn Property �xia,..lJ'tx.a'lr'os<>I:,^ .l�,z ys 4i, l� ?!(r},+9�lin"r1.t �1�1�/i'�•yw11%h g �14r,.'"�f "V#1M6me6t fob0,14 6,210 30 8,985 9,950 13,580 "°4°,#',Sli'ear;(Itis)if7 3,130 15 3,805 4,020 [E4,7735115 1,305 25 210 245 15.2 t `Y!ei` a( 1f)i'iA 5.1 6.2 6.5 7.7 211/16" 2.0E PARALLAM° PSL :+�t r�+•,4 :1 ..'��'pS....Z,�'?�£w. °Cef,�l:iDepthtis'?laib xi!'*il'.3N�st.ti43s"!1.''NiF ,e.• ` :�jrrn e ��Prtyc; dDesigisr:,,r4.ah1.1114 llMoment(ft ,lbs)tj4 9,535 10,025 13,800 15,280 20,855 26,840 33,530 }Sheai,(Ibs),y, �lW 4,805 4,935 5,845 6,170 7,275 8,315 9,350 Moment ofilnertia'(iri+) 175 190 320 375 615 915 1,305 ttr;We(glit,(R 7{3ti 7.8 8.0 9.5 10.0 11.8 13.4 15.1 31/2" 2.0E PARALLAM® PSL Proprty µi'Lijtf �.�#L'°Y° Ck4De th.t�t"eFX-z°ti�Y""y .s..sc•c..' i�.wLt++x zt911f"1111i91h°Ri �.11sl4--":r rllzla.� 3 1,4.111. ,u16.,it."f18 i , +t Moro"ent (ft'Ibs)ki 12,415 13,055 17,970 19,900 27,160 34,955 43,665 ��1$uShear(I6i)lfia 6,260 6,430 7,615 8,035 9,475 10,825 12,180 IVlomerit:of Inertia (ini'�) 230 250 415 490 800 1,195 1,700 ;bWel" "t,( If);. 10.1 10.4 12.3 13.0 15.3 17.5 19.7 51/4" 2.0E PARALLAM® PSL ".av � �'''i''a J �tti's..r .r 3::e .r y�r tcf..e %'"��.�`it De th'S, , !'s+*1 t'1'Ip� 1' 't��✓; sFx;��": Design Property : ' r:r.:e����.xr,.�-a.+i't t'..�� as9iH.fi1 .,i9slz"M1.. hl l!/�.,'d tfllzli M :t 14 jtR r�:16.tkg u718::,i" ,1,,,Moment,(ftlbs)1<,aa 18,625 19,585 26,955 29,855 40,740 52,430 65,495 9,390 9,645 11,420 12,055 14,210 16,240 18,270 Momerit(of,`Inerda, iri *�) 345 375 625 735 1,200 1,790 2,550 15.2 15.6 18.5 19.5 23.0 26.3 29.5 7" 2.0E PARALLAM® PSL SFT''; Y"C'",suxsAaa' {.,rw.�t'i`£4'A D ttl YfL4'aaut r `? DestgavP+ros. is iX9114,_ L 911z,ds . s111/4.sY' 11117/e Fi'14: a G: l6oz Moment, k- 1 b i) J?ft 24,830 15 35,940 39,805 54,325 69,905 87,325 ?#°+SShea'r(Ibi)t 12,520 55 15,225 16,070 18,945 21,655 24,360 Moinerit of'Iriutja (1n 1 460 0 !20.8 830 975 1,600 2,390 3,400 20.2 24.6 26.0 30.6 35.0 39.4 GENERAL ASSUMPTIONS FOR NON -TREAT® PARALLAM° PSL • Values shown th oughout this brochure for non-treate-3 Parallamo PSL are applicable for use in dry service conditions only. • Lateral support ir required at all bearing points and along compression edge at intervals of 24' on -center or closer. • Use specific gravty of 0.5 when designing connections for non -treated Parallamo PSL. • Bearing lengths are based on Parallamm PSL's bearing stress of 750 psi. • Parallamm PSL bram% are made without camber; therefore, in addition to complying wie*s the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is e•.sential) and aesthetics, must 2e evaluated. • Roof members most either be sloped for drainage or designed to account for load and defl !ction as specified in the applicable building code. • Tables on pages 4-7 include reductions applied in acco dance with: 1997 UBC 1607,'1999 BOCA NBC 1606, 1999 SBC 1604 and 2000 IBC 1607 for floor live load; 1997 UBC 1607, 1999 BCCCA NBC 1607, 1999 SBC 1604 and 2000 IBC 1607 for roof live load in ion -snow load (125%) condition_ • 31/2" members my be two pieces of 13/4' Parallamm PSL or a single 31/z' width beam 51/4' members m:y be three pieces of 13/4" Parallamm PSL, one piece of 13/4' with one piece of 31/2', or a single 51/4' width seam. 7' members may :)e two pieces of 13/4" Parallamm PSL around one piece of 31/2", tw-j pieces of 31/z', or a single 7' width Deam. • 13/4" x 16" and I J4' x 18' beams are to be used in mu-tiple member units only. See pages 16 and 17 for multiple member beam connection. . 3J 0�% Wl,b x 55 0-- u SeL 4;7-m ,f tv m (OR V2.0 - Gravity Beam Design' 'RAMSBEAM Licensed to: Frank Glazewski Job: 02-020 Steel Code: AISC 9th Ed. 91 40- ' SPAN INFORMATION: FB -1 Beam Size (Optimum): = W18X35 Fy = 50.0 ksi ' Total Beam Length (ft) = 25.50 Top Flange Braced By Decking 1 \� LOADS: Self Weight = 0.035 k/ft ' Line Loads (k/ft): Distl Dist2 DL1 DL2 Pre DU Pre DL2 LL1 LL2 0.00 25.50 0.428 0.428 0.000 0.000 1.102 1.102 ' SHEAR: Max V (kips) = 19.95 fv (ksi) = 3.9 Fv = 19.13 'MOMENTS: Span Cond Moment @ Lb Cb, Tension Flange Comp Flange kip -ft ft ft fb Fb fb Fb Center Max + 127.2 12.8 0.0 1 00, 26.50 33.00 26_50 3300 ' Controlling 127.2 12.8 0 .0 .00` 26.50 33.00 REACTIONS (kips): ft Right. ' DL reaction .90 5.90 Max + LL reaction 14.05 14.05 ' Max + total reaction 19.95 19.95 DEFLECTIONS: Dead load (in) at. 12.75 ft = -0.298 L/D = 1027 ' Live load (in), at .75 ft = -0.709 L/D = 432 Total load (in) at 2.75 ft = -1.007 L/D = 304 1 1 1. t 1 Vw w x LA (!j (A CJ O G L7 Q CJ r N N N N N N N 1 f: ^Z 1 '�J 1 .1 1 1 1 1 1 1 1 1 1 --i L�+e✓a Av.,a S rS f t v s t Nx.n�ar s;ir �, x+r� �,-trs� ws� 'Tc,>• arsn �� "�' Std d r j�»,,� w4W�itr4 �f aqw{.=� 4� � �t;�n� CNinddesignt,ualues���U.reform,B,uildmgCode,kTable,X76,iz,yzp,t1.3fi��xf� w Exposure; B Importance factor;?1;Q0 Basic wind speed; 75.00 mph qs psf Roof pitch; P:Q00 in 12 angle 39.81 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls; Leeward walls; Total wall; ROOF Wind oeroendicular to ridoe: Leeward or flat roof; Windward roof: Slope 9:12 to 12:12 Roof total; Wind parallel to ridge and flat roofs Direction Ht. <0'-15'> <205 <255 <305 <405 Ce 0.62 , 0.67 0.72 0.76 0.84 t 41A 8t)�'} 0.0072 0.0078 0.0084 0.0088 0.0097 Inward �50` r 1 0.0045 0.0049 0.0052 _0.0055 0.0061 Outward 0.0117 0.0126 0.0136 0.0143 0.0158 0.0063 0.0068 0:0073 0.0077 0.0085 Outward 0.0036 0.0039 0.0042 0.0044 0.0049 Inward 0.0099 0.0107 6.0115 0.0121 0.0134 J'+0 76 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) 0.0135 0.0146 0.0157 WALL ELEMENTS 0.0183 Outward °1120 0.0108 ,0.0117 All structures; 120}r 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; 120 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; 1,6Q 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 1' 0` 0.0117 0.0126 0.0136 0.0143 0.0158 Outrn ROOF Slope 2:12 to 7:12 12:12 2?60 ~? 1 6 '; 0.0234 0.0144 0.0253 0.0155 0.0271 ' 0.0167 Enclosed and unenclosed structures; 0.0317 0.0195 Outward Outward Slope > 7:12 to Slope < 7:12; 13�0',�� 0.0117 0.0126 0.0136 0.01.43 0.0158 Outward Slope 7:12 to 12:12; x: 1(30 0.0117 0.0126 0.0136 0.0143 0.0158 Outrn Slope >12:12; Use wall values Partially enclosed structures; ridges, and canopies. ;; . X2.80 .. 0.0252 0.0272 0.0292 0.0309 Slope < 2:12;1..7.Uc 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; ; :160 . 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; '. 080. ° 0.0072 0.0078 0.0084 ' 0.0088 0.0097 Inward Slope > 7:12 to 12:12; 1x70' 0.0153 0.0165. 0.0177 0.0187 0.0207 Outtiin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areasof discontinuities) Wall corners;150y;; 0.0135 0.0146 0.0157 0.0165 0.0183 Outward °1120 0.0108 ,0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12'i2p3�0 `'u 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 12:12 2?60 ~? 1 6 '; 0.0234 0.0144 0.0253 0.0155 0.0271 ' 0.0167 0.0287 0.0176 0.0317 0.0195 Outward Outward Slope > 7:12 to For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. ;; . X2.80 .. 0.0252 0.0272 0.0292 0.0309 0.0341 Upward r r. t q,;0 Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor10;00 System description: (Table 16-N) 1a. Wood structural panel walls... R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor hn feet Input C, from table 16-R: Input Nv from table 16-V: �0�540 Nv X90 Input Ca from table 16-Q: Ca®:360 Calculate numerical coefficient CT: Building frame system: wood framed.and all other buildings CT .0:020 For all structures, the value T may be approximated from the following formula: T = CT (h,)314 0.13 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V=((C,*I)/(R*T)]xW= 0.76 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)IR X W = 0.164 W (30-5) The total design base shear shall not be less than the following: V=0.11 * Ca * l X W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)IR (W)= 0.044 W F = 0.164 W Design factor for structure c tap vl U SR(sw(c east Iwes-t wl q. 6 G 6 iy' L 6' 36,ZS I LIS wl' 0iq+,003-+ ,oSS/q) ,IG'f/I,y= I 2 2- _M5O SW 22-144 200 SHEETS 0 — vr f � ,W_ s o F a + t p W 0 � r o W � � \v t s - S F n 0 -R 1 0 — vr f � ,W_ s �QIZ�p� wiAd oil Wl 6. Y rS� Zz` wz: (9/z,+,Y) •0(2%+ S(.oloa�-,Il�'�"/' .ofZ6 4. (,Olo3) o I -L 5- 7-(9 17- ,oa(o+ 3,S-(- 0107) (o OW 6 S(,0(07)- ,OS4r/, ��.. o13K RG 2q.:. (z3: q.g2.K. i 3 13,5 n wl vi 1, W / 2�f wl% I�0J-- LA 7, '.wz=z+.$) . oIZ64 1033 (.a(o-4)ILII q� eolsr /oesT. 1� L F Fi 3q I w'I CD /Z +,5) , o IZ6 = : 0 69 wZ FOI,�•Z ' '�n.. �C!�� �.,�:'t,-,.^ ,t _ a . r•^�sL.iu � W1i� ,+ra., > r rp r 4 i. 'tt rxKs r - ^y ��,.,, ,. � , t 10 112" gypsum board`nailed with 5d nails at 7" o.c. max. - 11 518" gypsum board nailed with 6d nails at 7" o.c. max. - ' Footnotes: - 1 Foundation sill plates and all framing receiving edge y nailing from abutting panels shall not be less than a.single'- _ 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for ' a load capacity of 50 percent or less of the allowable capacity f and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate ' washers. Plywood joint and sill plate nailing shall be staggered in all cases. I 1 Mark Description 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.260 2 318" cdx plywood with 8d nails at 4",12" o.c. 0.380 0.240 0.293 0.402 0.490 0.309 r .0.254 0.310 0.196 0.239 3 3/8" cdx plywood with 8d nails at 3",12" o.c: .0.354 0.360 0.600 0.277 0.462 4 112" cdx plywood with 10d nails at 6", 12"o.c. 0.123 5 1/2" cdx plywood with 10d nails at 4",12" O.C. f '0.185 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.239 ' 7 5/8" T-1-11 plywood nailed with 8d nails at 6",,12" o.c. ' 8 5/8" T-1-11PIY wood nailed with 8d nails at 4" 12" o.c: ' 9' 5/8" T -1 -11 -plywood nailed with 8d nails at 3",12" o.c. 10 112" gypsum board`nailed with 5d nails at 7" o.c. max. - 11 518" gypsum board nailed with 6d nails at 7" o.c. max. - ' Footnotes: - 1 Foundation sill plates and all framing receiving edge y nailing from abutting panels shall not be less than a.single'- _ 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for ' a load capacity of 50 percent or less of the allowable capacity f and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate ' washers. Plywood joint and sill plate nailing shall be staggered in all cases. I 1 0.213. 0.260 0.164 0.200 0.312` 0.380 0.240 0.293 0.402 0.490 0.309 0.377 .0.254 0.310 0.196 0.239 0.212 0.460 0.163 .0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 '0.185 0.254 0.310. 0.196 0.239 10 112" gypsum board`nailed with 5d nails at 7" o.c. max. - 11 518" gypsum board nailed with 6d nails at 7" o.c. max. - ' Footnotes: - 1 Foundation sill plates and all framing receiving edge y nailing from abutting panels shall not be less than a.single'- _ 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for ' a load capacity of 50 percent or less of the allowable capacity f and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate ' washers. Plywood joint and sill plate nailing shall be staggered in all cases. I 1 Wall line analysis Date 317/02 Shearwall Summary Description; McLaughllnv� a.: _- , Level; Line; ` AB,C P lateral 7.020 kips Total wall length; 20.330 feet Wall framing species; HF Shearwall; Side 1; Side 2; Desrrintinn- 3/8" cdx plywood with 8d nails at 3", 12" o.c. None Mark v cap 3 0.402 kips/ft 13 0.000 kips/ft Shearwall v; 0.345 kips/ft Ok! v allow; 0.402 kips/ft If user -defined SW used; Description; }' v allow 0.000. kips/ft Sill nailing; ❑ Applicable? ' 0.134 = 0.388 feet 16d sinker good for 0.134 kips/each 0.345 16d'nails at " 16 inches o.c. at SW "Anchor bolts; Q Applicable? Design v 0.345 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.114 feet 0.345 1/2" dia. good for 0.730 kips/each 1/2" dia. at inches o.c. max. Blocking/top plate; ❑ Applicable? ' Connector A35 0.450 kips/each Length of attachment; ,t-48:00: . feet Design v; 0.146 kips/ft 32— Connectors ZConnectorsl inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? / v 0.345 kips/ft A35.at-T;•, '0 inches o.c. max. ' Page 1 Line geometry Date 317102 P Shearwall summary Line geometry and collector forces McLaughlin Level Main Line A,B,C V1 v, V2 vZ V3 v3 V4 v4 Segment Desc. Wall Opening 7.02 0.12 Force 8.00 o 8.00 y 4.00 o 4.00 y -0.983 �SZZ .5.33.. w:' 5.33 . -1.474 :12.50'. 0 12.50 }y.:y xat�Y ::'; -0.288 kctlb 4.25; °uv 4.25 y - -1.823 �Sti L 5.33 0. 5.33 YF ' -0.877 4.25 w 4.25 y.. {., -1.532 3.500, 3.50 ;` y ` -0.586 6.50 w `.. 6.50 ;° Y ,.. �5 '' -1.016 3:50 0.' 3.50 .,4 Y,?' 0.430 0.000 0.000 0.000 0.000 0.000 .; 0.000 0.000 r 0.000 0.000 0.000 0.000 0.000 0.000 ,, ♦ 0.000 0.000 3 0.000 Total lengths 20.33 36.83 Maximum collector force; 1.823 kips 16d nail good for; 0.115 kips/each Splice; 16 16d nails, where used Page 1 Wall stability Level Main Line A,B,C Assembly dead loads; Dead load trib. Lengths Roof; '0:014; ksf Floor; -0:011,' ksf Wall; `0.010', ksf 51 Stability details v 0.345 kips/ft Design controlled by; Seismic,'. Dead load reduction factor; 0.900 Date 3/7/02 15 Shearwall Dead load trib. Lengths c C a' o o Y v o Holdown C Cn (1)o Y �, a 5.33 9.00 9.00 20.00. 0.370 16.6 4.7 4.83 2.55 2.55 HTT16/2-2x6 4.25 ..9.00 9.00 -2.00 .:. 0.118 13.21 0.96 3.75. 3.29 3.29 HTT16/2-2x6 6.50 9:00, 4.00 '2'00.1. :0.118 20.20 2.24 3.03 3.03 HTT16/2-2x6 4 E •. .'6.00 `yf� �1 • Y'F ,��� err*5 } Z -.1.: ^• lF % r i �Y• 4 y , ( ' 0 Page 1 sz Wall line analysis Date 317/02 Shearwall Summary Description; JWLau 9,. _.."t�TM ..r . 4t-7 (1'4 �4 _b 4 }'P 4.�.• i9 a Line; ° F: G`t�. Level; ,.+ P lateral 6.690 kips Total wall length; 28.660 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;2 0.312 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with'8d nails at 4", 12" o.c. � None � Shearwall v; 0.233 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; Description; v allow %0.000 kips/ft Sill nailing; ❑ Applicable? Page 1 0.134 = 0.574 feet 16d sinker good for 0.134 kips/each ' 0.233 •16d nails at L 16' inches o.c. at SW Anchor bolts; 0 Applicable? ' Design v- 0.233 kips/ft ❑ r 3 x Sill plate? ❑ Double anchobolts? 0.730 3.127 feet 0.233 1/2" dia. good for 3 0.730 kips/each ' 1/2" dia. at' inches o.c. max. Blocking/top plate; ❑✓ Applicable? ' Connector A35 0.450 kips/each Length of attachment; tU r -;x4700 feet Design v; 0.142 kips/ft 32 Connectors 3,8� inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.233 kips/ft �A35,at~,rcuj'' .',, ,:0. incheso.c.max.. Page 1 5� Line geometry Date 3/7/02 Shearwall Summary Line geometry and collector forces McLaughlin Level Main Line F+G V1 vi V2 v2 V3 v3 V4 v4 Segment, Desc. ' Wall Opening ,.-6.69 0.09 .�;:,�,: Force 6.50w 6.50 3:00 oL y 3.00Y.,5- 0.954 2 9.16 w 9.16y 0.694 0.694 7.50 o 7.50 y., 2.038 17.00 0 17.00 -.y; .. 1.387 12.75 0 12.75 y " ;` -0.087 2.25 0 2.25 :Y -1.192 6.50' _ :,.,w 6.50 ;4,. Y �; -1.387 6.Wo s 6.00 i� ry:, K` a �<..; -0.433 6.50 w 6.50 ; y -0.954 a ,. '} •' 0.000 0.000 0.000 z ;�• �' F: 0.000 0.000 r= 0.000 0.000 0.000 ` 0.000 0.000 0.000 0.000 ', » • 0.000 0.000 0.000 ;..;. ''• .0.000 Total lengths 28.66 48.50 Maximum collector force; 2.038 kips 16d nail good for; 0.115 kips/each Splice; 18 16d nails, where used Page 1 Wall stability Level Main Line F+G Assembly dead loads; Roof; ;0`.014; ksf Floor; x',0:011~ ksf Wall; ' 0:010;1 ksf S1 Stability details I v 0.233 kips/ft Design controlled by; Seismic ' Dead load reduction factor; 0.900 Date 3/7/02 Shearwall Dead load trib. Lengths O (9 _ U E Y i2 , a, CO o o n Y �' O Y> cc O Holdown C •� _ O —� O N it O CU 6.50 10.00 10:00 ' 5.00 0.170 15.2 3.2 6.00 2.04 2.04 HTT16/2-2x6 9.16 10 00:3' 1 HQ.- 5.00 ; 0.170 21.38 6.42 8.66 1.80 - 1.80 HTT16/2-2x6 6:50 100 9:00: X2:00 ,' . 0.118 13.66 2.24 '6:00 1.94 1.94 HTT16/2-2x6 . ! y ipi fib ;•ta ..`tet .:}!• i''d f'�J' �J1 t;` Page 1 5S Wall line analysis Shearwall Summary Date 317102 Description; JMcLaughlln '_5:��' Level;Marn k ;i�'[` Line; ;3 *•:, P lateral 4.420 kips Total wall length; 12.000 feet Wall framing species; 1HF Shearwall; Side 1; Side 2; Description: 3/8" cdx plywood with 8d nails at 3", 12" o.c. Anchor bolts; None Mark v cap 3 0.402 kips/ft 13 0.000 kips/ft Shearwall v; 0.368 kips/ft Ok! v allow; 0.402 kips/ft If user -defined SW used; Description; Y v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.364 feet 16d sinker good for 0.134 kips/each 0.368 '16d nails,at '' 16 inches o.c. at SW ' Page 1 Anchor bolts; LJ Applicable? Design v_ kipslft ❑ 3 x Sill plate? El Double anchor bolts? ' 0.730 1.982 feet 0.368 1/2" dia. good for 0.730 kips/each L112" di&.at 12 inches o.c. max. BlockingFtop plate; ❑ Applicable? Connector A3s ,w F 0.450 kips/each Length of attachment; ::,.x'8:00.::. , feet Design v; 0.553 kips/ft ' Connectors `' : 10 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? 1 v 0.368 kips/ft A35 at.... ��0_. inches o.c. max. ' Page 1 Sb Line geometry Date 3/7/02 Shearwall summary Line geometry and collector forces McLaughlin Level Main Line 3 V1 v, V2 v2 V3 v3 V4 v4 Segment FDesc. Wall Opening 4.42., 1 0.09 Force 12.00 w 12.00 V... , 36.00 '0 36.00 3.315 5s s . tai; - •� :f •fit 4 ! •�. Total lengths 12.00 36.00 Maximum collector force; 3.315 kips 16d nail good for; 0.115 kips/each Splice; KI,6d,,na-ils, where used 0a 11 k Page 1 Shearwall Dead load trib. Lengths s� v Stability details ' G w U •- E x O �? Date 3/7/02 • oMm o o Wall stability r Y Y= x o Holdown Level Main Line 3 v 0.368 kips/ft O Assembly dead loads; Design controlled by; Roof;.: O ksf Wirid:���4 Floor;::;001;1.r ksf Dead load reduction factor; ' Wall; "0.010 ksf 0.667 Shearwall Dead load trib. Lengths O (a v _ G w U •- E x O �? • oMm o o ¢ a '? r Y Y= x o Holdown C N 'O O O O O .--. 12.00• .9.00- 9.00 0.090 39.8 4.3 1160- 3.21 3.21 HTT16/2-2x6 2 h � t r., q.4 �l ' Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Shearwall Summary Date 3/7/02 Description; IMcLaughlln Level; 'Mairi.;,.::: Line; 4:;" Plateral 2.980 kips Total wall length; 6.500 feet Wall framing species; DFL y Shearwall; Design v 0.820 0.458 kips/ft Description; Mark v cap Side 1;3/8" cdx plywood with 8d nails at 3",.12" o.c. 3 0.490 kips/ft. Side 2; None 13 0.000 kips/ft Shearwall v; 0.458 kips/ft Ok! v allow; 0.490 kips/ft If user -defined SW used; Description; V:, v allow 0:000 kips/ft Sill nailing; ElApplicable? 0.154 = 0.336 feet 16d sinker good .for 0.154 kips/each 0.458 `16d:6ails,at '' 16 v inches.-o.c. at SW Design v 0.820 0.458 kips/ft � � ❑ 3 x Sill plate? ❑✓ Double anchor bolts? = 1.789 feet 112" dia. good for 1l2"dia: of ` 10 Applicable? Length of attachment; feet Design v; 0.271 kips/ft Connector 0.820 kips/each inches o.c. max. 0.450 kips/each Ctinnecto`rs � 20� ` inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; El Applicable? v 0.458 kips/ft �M 5 of,inches o.c. max. Page 1 -C Line geometry Date 3/7/02 Shearwall summary Line geometry and collector forces McLaughlin ' Level Main Line 4 V1 vi V2 v2 V3 v3 V4 v4 ' Segment Desc: Wall Opening . 2.98... 0.07 ` . Force 8.00 0., 8.00 y.,a 4.00-: or'."= 4.00 'y- .-0.536 6.50 -` `� w ` "' 6.50 -0.804 26:00 0 26.00 Y:.- 1.741 0.000 Y 0.000 0.000 t 0.000 ` K •' 0.000 ;... - 0.000 0.000 0.000 0.000 i ' '. �•. 0.000 0.000 0.000 0.000 ' 0.000 0.000 • � 0.000 ' - ' , 0.000 f '.. 0.000 0.000 0.000 0.000 0.000 Total lengths 6.50 38.00 Maximum collector force; 1.741 kips ' 16d nail good for; 0.132 kips/each Splice; 13 16d nails, where used ' Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall stability , Level Main Line 4 Assembly dead loads; Roof; mw.- ksf Floor; ksf Wall; ksf Stability details v 0.458 kips/ft Design controlled by; VUnd�.'x Dead load reduction factor; 0.667 Date 3/7/02 Shearwall Dead load trib. Lengths CU2 .�... .-. cc GCUc.i c C Y Y C t .O ` O n E n Y� C p n ? Holdown of � O n N p ON , d 6.50. 9.00..9.00 x. 0.090 26.8 1.3 6.00. 4.33 4.33 MTT28B/2-2x6 , f , 4 t Lt.. 1.1 . Page 1 W 1 Wall line analysis Date 317102 Shearwall Summary Description; IMcLkugh.lin ' xP , Irl•°, t• r x�a i +: Level; Line; Plateral 2.620 kips Total wall length', 6.000 feet Wall framing species; DFL Shearwall; Description; Mark v cap Side 1;3 0.490• kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 3", 12" o.c. � None Shearwall v; 0.437 kips/ft Ok! v allow; 0.490 kips/ft If user -defined SW u Description; sed; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.154 = 0.353 feet 16d sinker good for 0.154 kips/each 0.437 1fid-nails at`""'" `'` 16' 'inches o.c: afSW Anchor bolts; ❑✓ Applicable? Design v kips/ft ❑ 3 x Sill plate? Double anchor bolts? 0.820 = 1.878 feet 0.437 112" dia. good for iD 0.820 kips/each `112".dia:'at" _`' ,. 1� incheso.C. max. ❑., Applicable? Length of attachment; :° {34g0 "' feet Design v; 0.077 kips/ft Connector kips/each Connectors 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? 1 v 0.437 kips/ft 'A35 at �t ,� .0� 't r , inches;o.c. max. l " Page 1 I � Shearwall v; 0.437 kips/ft Ok! v allow; 0.490 kips/ft If user -defined SW u Description; sed; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.154 = 0.353 feet 16d sinker good for 0.154 kips/each 0.437 1fid-nails at`""'" `'` 16' 'inches o.c: afSW Anchor bolts; ❑✓ Applicable? Design v kips/ft ❑ 3 x Sill plate? Double anchor bolts? 0.820 = 1.878 feet 0.437 112" dia. good for iD 0.820 kips/each `112".dia:'at" _`' ,. 1� incheso.C. max. ❑., Applicable? Length of attachment; :° {34g0 "' feet Design v; 0.077 kips/ft Connector kips/each Connectors 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? 1 v 0.437 kips/ft 'A35 at �t ,� .0� 't r , inches;o.c. max. l " Page 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 Line geometry Shearwall summary Line geometry and collector forces McLaughlin Level Main Line 7 Segment, Desc- ; Wall 3.00._ w.,°; 3.00 16.00"""o 2.83 9.00 0 3.00., w 3.00 e rq fi .f r Total lengths 6.00 Maximum collector force; 16d nail good for; V1 v, V2 pening ' 2.62 0.08 16.00 2.83 9.00 y" .r t e� s y ii. 27.83 1.078 kips 0.132 kips/each Splice; Page 1 Date 3/7/02 V4 v4 Force 1.078 -0.161 -0.381 -1.078 8 16d nails, where used 62 Wall stability Level Main Line 7 Assembly dead loads; Roof;X0.014.: ksf Floor; `�0.014s ksf Wall; '0.0102' ksf G3 Stability details v 0.437 kips/ft Design controlled by; Wrid . Dead load reduction factor; 0.667 Date 3/7/02 Shearwall Dead load trib. Lengths L o YCj a z o0) J o H o Holdown C N O O O d _O O 3:00 8.00. 10.00 2.00 . -" - .. 0.128 10.5 0.4 2.50 4.09 4.09 MTT28B/2-2x6 3.00 8.00.. 10.00-•..,2:00°i F "; ; 0.128 10.48 0.38 2.50. 4.09 4.09 MTT2813/2-2x6 YY Page 1 NOTES �E 1" = 100' 1. - STRUCTURES, DUMPING OR FILL MATERIAL SHALL NOT BE ALLOWED WITHIN -THE "NO DEVELOPMENT/RIPARIAN PROTECTION AREA" AS DEPICTED. ACTIVITIES .ASSOCIATED WITH INSTALLATION OF WELLS OR CONSTRUCTING WATER CONVEYANCE LINES THROUGH THE 20' WELL AND WATER PIPELINE EASEMENT AND REPLACEMENT- LEACH FIELD LINES WILL BE ALLOWED . -SUBJECT TO APPLICABLE CALIFORNIA STATE DEPARTMENT OF FISH AND GAME AND BUTTE COUNTY ENVIRONMENTAL HEALTH PERMITS. LIMITED VEGETATION REMOVAL NECESSARY.,FOR FLOOD CONTROL IS PERMISSIBLE WTHIN THIS ZONE; HOWEVER, ALL' VEGETATION PROPOSED - TO BE REMOVED SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME PRIOR TO REMOVAL. .. 2. LIMIT SOIL WORK TO PERIODS OF DRY WEATHER BETWEEN APRIL 15 TO NOVEMBER 15 UNLESS A WINTER EROSION CONTROL PLAN HAS BEEN PREPARED BY AN RCE OR OTHER QUALIFIED PROFESSIONAL AND APPROVED BY THE DEPARTMENT OF'PUBUC WORKS AND THE DEPARTMENT OF DEVELOPMENT SERVICES. MULCH PROTECT, HYDRO -SEED, OR OTHERWISE STABIUZE THE SOIL ON ALL AREAS NTH A SLOPE OF 10% OR GREATER THAT HAVE BEEN DISTURBED OR HAVE BEEN CLEARED OF VEGETATION AND ARE OF ERODIBLE MATERIAL 3. DEVELOPMENT OF THE PARCELS ARE SUBJECT TO THE PAYMENT OF DEER HERD IMPACT FEES AT THE TIME OF BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. FENCING FOR AREAS OTHER THAN RESIDENTIAL AREAS SHALL BE LIMITED TO A MAXIMUM OF FIVE WIRE STRANDS. THE LOWER STRAND SHALL BE AT LEAST 16 L 0 T S HIGHERES ABOVE THE THAN 48 INCHES ABOVE OUND AND THE THE GROUNDER STRAND SHALL BE NO 3 RM 83 4. TO ENSURE THE MANDATED FIRE CLEARANCE ESTABLISHED IN THE COUNTY, A BUILDING SETBACK UNE OF 30 FEET IS REQUIRED ALONG ALL SIDE AND REAR YARD PROPERTY BOUNDARIES. 5. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE N OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMITS. 6. DURING CONSTRUCTION, SHOULD ANY ARCHAEOLOGICAL ARTIFACTS BE DISCOVERED, THE BUTTE COUNTY PLANNING DIVISION SHALL BE NOTIFIED IMMEDIATELY, AND ALL WORK SHALL CEASE UNTIL A QUALIFIED ARCHAEOLOGIST HAS EXAMINED THE ARTIFACTS AND THE SITE AND SUBMITTED HIS OR HER FINDINGS TO THE PLANNING DIVISION, AND RECOMMENDED CLEARANCE TO CONTINUE. RECOMMENCEMENT OF CONSTRUCTION SHALL BE UPON THE APPROVAL OF THE PLANNING DIVISION. 7. BUILDING IDENTIFICATION AND/OR ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. 1 �8. DEVELOPMENT OF THESE PARCELS MAY REQUIRE PAYMENT INTO THE WATER TENDER FUND. ..9;-' FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW. RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NFPA_I STANDARD 13 D UNLESS A PRESSURIZED WATER SYSTEM WHICH MEETS FIRE DEPARTMENT STANDARDS SERVES THE PROPERTY. I 10. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON THE PARCELS/LOTS SHALL COMPLY WITH THE LATEST CALIFORNIA FIRE SAFE REGULATIONS. (PUBLIC RESOURCES CODE 4290), AND ALL OTHER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND I REGULATIONS IN EFFECT AT THE TIME OF APPUCATION FOR IMPROVEMENT PERMITS. OT 3- 11. THE PPRIVAPROPERTY OWNERS TYSIGNS,RESPINCLUDING BSTOPTMAINTENANCE OF ALL RM 83 � 12. THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION WHICH IS ' FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. PARCEL MAP FOR JIM LEHANE. A DIVISION OF LOT 2 OF THAT CERTAIN MAP ENTITLED FOREST RANCH SUBDIVISION dC ` RECORDED IN BOOK 43 OF MAPS, 'PAGES 83 THRU 86. ROADALSO BEING A PORTION OF SECTION 6 TOWNSHIP 23 NORT RANG 3 EAST, M.D.M. BUTTE COUNTY A;� 3- f • d Z CALIFORNIA RAR NOUS Allt e- v & RCXLS 4MVIL IINA1N86010 DECEMBER; 1999 SHEET 3 OF 3 JOB NO. 97119 ,Bove( / y9 2-1-O-0 �!�-GE�I36 ' .h"YDRONICS: RESIDENTIAL FIRE I SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIREPROTECTION(530). 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 _ Date: 07-18-2002 File: MCLAU-1 0.0 JOB : McLAUGHLIN RESIDENCE, 1 HEAD FLOWING Psi Q SOURCE STATIC 45.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC Psi MIN SPR FLOW : 16.0 Gpm MIN SPR PRES : 16.8 NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm -----------------------16.8. -------i12.0 3.90 16.0 2 12.0 19.3 3 12.0 20.0 4 12.0 22.1 5 12.0 24.147i d -10tj co 6 4.0 SOURCE 28.4 O 9 �p SPRINKLERS FLOWING 1 � .F. Q Es n Ix AREA PER SPRINKLER 324 Sq. Ft. u, n o n TOTAL DESIGN AREA 324 Sq.Ft. * Ltc. No. 6 5 REQUIRED DENSITY .05 Gpm/Sq.Ft. S� COMPUTED DENSITY .05 Gpm/Sq.Ft. T O F OFC 6 0 G m TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 1 p 0.0 Gpm 16.0 Gpm 28.4 Psi 0.0 Psi Q SOURCE 0 0 Psi Q SOURCE - Copyright(1991) 43.4 Psi by 28.4 Psi Hydronics Engineering 15.0 Psi 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 8.4 FIS Fremont, Ca., 94555 (415) 487-9160 I HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530). 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-18-2002 File: MCLAU-1 JOB : McLAUGHLIN RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) 1 q= 16.0 -------------- K- 3.90 L- --- 10.5 Pt 16.8 Pt 16,8 1 Q= 16.0 F=LR F= 8.0 C= 150 Pe 0.0 Pv - 0.5 Vel= 8.4 D= 0.884 TL= 18.5 0.1312 Pf 2.4 Pn 16.4 2 Pt 19.3 ------- 2---------q----0.0 ---------------------- K= 0.00 L= 9.5 Pt 19.3 Pt 19.3 2 Q= 16.0 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 16.5 0.0435 Pf 0.7 Pn 19.1 3 Pt 20.0 3 q= ------------------- 0.0 K= 0.00 L= 39.5 Pt 20.0 Pt 20.0 3 Q= 16.0 F=8R F= 8.0 C= 150 Pe 0.0 Pv 0.2 Vel= 5.3 D= 1.109 TL= 47.5 0.0435 Pf 2.1 Pn 19.8 Pt 22.1 4 4 q= 0.0 ---------- K= 0.00 ------------- L= 30.5 Pt 22.1 Pt 22.1 4 Q= 16.0 F=2R2L F= 16.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 46.5 0.0435 Pf 2.0 Pn 21.9 5 Pt 24.1 5 q= 0.0 K= 0.00 L= -------- 9.0 Pt 24.1 Pt 24.1 5 Q= 16.0 F=4RS F= 11.0 C= 150 Pe 3.5 Pv -0.2 Vel= 5.3 D= 1.109 TL= 20.0 0.0435 Pf 0.9 Pn 23.9 6 Pt 28.4 ------------------------------------------- Meter = 0.0' Valve = 0.0 --------------------------- ---------------------------------------------------- 6 Q= 16.0 «< SOURCE »> Pt 28.4 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 60 + 50 + X Static X 40 + X Resid 30 + * Spr Sys 20 + 10 + * Elev Loss -+-- -+--------+----------+------------+ 0 ++--+---+----+------+------ ----- - 0 200 300 400 500 600 700 800 900 1000 FLOW -(GPM) JOB : MCLAUGHLIN RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 45.0 Psi Avail Press 43.4 Psi Q 16.0 Gpm Residual 40.0 Psi Req'd Press 28.4 Psi Q 16.0 Gpm Flow 30.0 Gpm Press Cush'n 15.0 Psi HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530): 345 -10 - ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-18-2002 File: MCLAU-2 _ JOB : MCLAUGHLIN RESIDENCE, 2 HEADS FLOWING STATIC 45.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW : 13.0 Gpm MIN SPR PRES : 11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 12.0 3.90 12.0 13.5 2 12.0 3.90 13.8 14.5 3 12.0 Gpm 15.8 33.2 4 12.0 0.0 21.6 5 12.0 27.3 6 4.0 SOURCE 33.2 33.2 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 2 324 Sq. Ft. 648 Sq. Ft. .04 Gpm/Sq.Ft. .04 Gpm/Sq.Ft. 28.0 Gpm 0.0 Gpm 28.0 Gpm 33.2 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 40.6 Psi by 33.2 Psi Hydronics Engineering 7.4 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 9.3 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530): 345-1012 ApDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 07-18-2002 File: MCLAU-2 JOB : McLAUGHLIN RESIDENCE, 2 HEADS FLOWING E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE PIPE Gpm FITTING TYPE FTG FR- LOSS Psi NO. END DIAMETER TOTAL (Psi/Ft) _________ 1 q= 13.5 ---------------------------- K= 3.90 L= 10.5 C= 150 Pt Pe 12.0 0.0 Pt Pv 12.0 -0.3 1 Q= Vel= 13.5 7.0 F=LR D= 0.884 F= TL= 8.0 18.5 0.0952 Pn 11.7 Pt 13.88 2 ------------ 2 q= 14.5 ---------------- K= 3.90 L= --------- 9.5 Pt 13.8 0.0 Pt Pv 13.8 -0.6 2 Q= Vel= 27.9 9.3 F=L D= 1.109 F= TL= 7.0 16.5 C= 150 0.1214 Pe Pn 13.2 Pt 15.8 3 ---------- -------3 - q= 0.0 K= 0.00 L= 39.5 Pt 15.8 0.0 Pt Pv 15.8 -0.6 3 Q= 27.9 9.3 F=8R D= 1.109 F= TL= 8.0 47.5 C= 150 0.1214 Pe Pf 5.8 Pn 15.2 Vel= Pt 21.6 4 -------- -------4 - q- 0.0 K= 0.00 L= 30.5 150 Pt Pe 21.6 0.0 Pt Pv 21.6 -0.6 4 Q= 27.9 F=2R2L F= 16.0 46.5 C= 0.1214 Pf Pn 21.0 Vel= 9.3 D= 1.109 TL= Pt 25.6 5 5 q= 0.0 K= 0.00 L= ------------------------------ 9.0 Pt 27.3 3.5 Pt Pv 27.3 -0.6 5 Q= 27.9 F=4RS F= 11.0 20.0 C= 150 0.1214 Pe Pn 26.7 Vel= 9.3 D= 1.109 TL= Pt 33.2 6 -------------Meter----0-0---------------------------Valve----0-0--------- ------------------------------------------------------------------- 6 Q= 27.9 '" <<< SOURCE >>> Pt 33.2--------- E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + . 80 + 70 + i 60 + i 50 + X Static X 40 + X Resid * Spr Sys 30 + 20 + 10 + I * Elev Loss --------- i 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : McLAUGHLIN RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 45.0 Psi Avail Press 40.6 Psi Q 28.0 Gpm Residual 40.0 Psi Req'd Press 33.2 Psi Q 28.O Gpm Flow 30.0 Gpm Press Cush'n 7.4 Psi i Read Carefully! Installation Instructions — General 1. Use the MQ_de CP Cup and Dush on Cover Plate Asset n - bit on with MCodel �1f-.-F1FR oRL=G or 1551- Fi/RE-S 18 Pendent Sprinkler. Figr ire 2- is typical. 2. Do not use an other cover late assembly with Model 1 R. iFR or_1/RE 18 Sprinkler. 3. Use only the 135"F temperature rated model CCP cover pplate assemb�l wit[) the Model F1/RES 113 Pendent sprin- kler. Refer ulIntin 141 and this raulion shent for Iecfn ii - cal information. 4. Use 11)e approprialo ler of ��:ralurc rales I Mc x lel 'Cl, cover plate assembly with either the Model F 1 FR or F 1 FR 0RI=C Pendent sprinkler in accordance with Bulletin 143 or 151 and Caution Sheet CA -70. 5. Install sprinklers Offer ceiling is in plane. 6. Never al)ply paird and/or okhor co ilincl io shrinlder of ron- cealed sprinkler cover plate. 7. Do not it concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 3. Use a Model R01 Wrench, (Fig. 1) to install sprinklers. Fare of sprinkler filling to ceiling dimension is shown on I icl. a or Fig. 4. Ceiling hole diameter is 2 `'s 9, Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until it is tight against the ceiling. 10. Never install the Model F1/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100"F. 11. When residential sprinklers are installed in plastic piping systems containing glycerine, special care rs required to achieve a proper thread seal. Contact the fitting manufac- turer for recommended sealant and installation procedure. f 4"4 Installation Wrench T-. Model RC1 Sprinkler Wrench Technical Data Fig. t _ Thread Maximum Temperature Rating Maximum Size Pressure Sprinkler Cover Ceiling Temp. %2" _175psig — 155"1 11 135"F 1001T Model F1 /RES/CCP Concealed Residential Sprinkler Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL li ;led residential sprinkler intended to be installed in the wet pipe I sprinkler systems of one and two family dwellings and rrKabil(-.. 11011 res, ill rc^KJer dial Deet gknnri up to to, it storios in height f d or in Iho resit ienti r1 porlions of arty ocrupancy per NFPA 131), 1811 or 13. the Ueflec;lor of Ilio Model 1-1/131-S tf, is marked "Pend. "Ron Sptkr" "-1/RES/18," 155"F and "K-3.9". -flip frame wrench Koss is marked "Rasco" and "F1 3.9". I he push on cover plate assembly is labeled "Rasco 135"F (57"C) l Model CCP cover plate - - - - for use with Reliable Model F1 /RES 1 3.9 K orifice, 155"F sprinkler only'. Installation Apply a Teflon'" based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the spriQ)kler wrenching surfaces to install the sprinkler in the fitting. A 2 5� di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model HLRLR 3 18 Sprinkler is only be n isl�allod witli 135 F_ r_a_.lc-d Model CCP Concea_led Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprini lers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor wlur.h is marked on the sprinkler. Rrliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- pernlures are in doubt, measure will i an accurate 11 rermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "' Di it Registered TYac ernnrk. u wauauvi I vaLa .�� A NFPA 13,13D and 13R Nominal Maximum _. ,-_, Minimum Required Sprinkler Discharge-_____ Fig. 2_ Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL li ;led residential sprinkler intended to be installed in the wet pipe I sprinkler systems of one and two family dwellings and rrKabil(-.. 11011 res, ill rc^KJer dial Deet gknnri up to to, it storios in height f d or in Iho resit ienti r1 porlions of arty ocrupancy per NFPA 131), 1811 or 13. the Ueflec;lor of Ilio Model 1-1/131-S tf, is marked "Pend. "Ron Sptkr" "-1/RES/18," 155"F and "K-3.9". -flip frame wrench Koss is marked "Rasco" and "F1 3.9". I he push on cover plate assembly is labeled "Rasco 135"F (57"C) l Model CCP cover plate - - - - for use with Reliable Model F1 /RES 1 3.9 K orifice, 155"F sprinkler only'. Installation Apply a Teflon'" based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the spriQ)kler wrenching surfaces to install the sprinkler in the fitting. A 2 5� di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model HLRLR 3 18 Sprinkler is only be n isl�allod witli 135 F_ r_a_.lc-d Model CCP Concea_led Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprini lers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor wlur.h is marked on the sprinkler. Rrliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- pernlures are in doubt, measure will i an accurate 11 rermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "' Di it Registered TYac ernnrk. u wauauvi I vaLa NFPA 13,13D and 13R Nominal Maximum _. ,-_, Minimum Required Sprinkler Discharge-_____ Orifice Sprinkler Distance Single Sprinkler__ ,:-,Two Or More Sprinklers Size "K" Spacinq To Wall F14Dw Pressure Flow Ea. Pressure Ea. Model (In.) Factor (Ft.) (Ft.) (91 (psi) (gpm) (psi) -- _— _ —12x12 6 11 8.0 10.5 7.2 14x14 7 12 9.5 10.5 7.2, Fl/RES/CCP 38 3.9 16 x 16 8 15 14.8 12 9.5 Concealed 18 x 18 9 16 16.8 13 11.1 20x20 10 to 21,3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Pakmy, Mount Vernon, New York 10552 CA -60B a' U Basmp Prindes o -These:, �:,be softened lam P etrated.`,&'% e VC en 61V n ,The solvent cemented connection in thermoplastic pipelandfitingsis the Iast vital link in, pIastic pipe 0 installation, It can mean thelsuccess'orkj fart of jt1p system as a whole. Accordingly, it requires the same professional care and attention !that are given to,"Other components ofthe system.' 4, Y When using the ONE'STE "There are many solvent cementing techniques cementing Procew perietr ;.'Published covering step by step procedur.es o n J us t softenIng can' b e ac'hieve how to'make solvent cemented jointsowever, .cement itself ,(readONE ".'weleel that if basic principies involved are .cementingprocedbe?& ijeferto installation I strUc explained,knownan 'inderst8od,-'abeter -1 certain slzes,unclercerta ., understanding would beg ined as to whatsconclltlons It maybe des ." use the TWO STEP. pro,pe techniques are necessary td suit particular utilizes a primer to ensure a0plications,1emperature conditions,'and variations"' i" 1 softening. -Tor example,,\ fits, in-,'tize and ;working in coldWeather, pipe,and fittings. ,,; � , z t �i,e � , 5 V, 1 1. cllameter'pipe,4more time Be aware at all times of g o a. safety, practices',- ����,additional'appllcatibns!'i� re Solvent cements for pipe and fittings are flammable, requ I d o- there should be no smoking nor. -other s66rc6il Be' heat or e in working k'� , �,i;o ling flame Cement a t P�,storage area's; well ventilated space '.ibre to work"only in a w 'suffident thickir "":,�,�,,,",;a�6id,,unnecessa�y skin contact with` all solvents I r, t . . . . . . . . . . 1, More -detailed 11 bl' from, safety Information is ava a e Harvel or IPS Corporation, orporation.,,.,,-.: X, i P, 0, , thanu. h re ufflclent'cem, i4"1646, S Orf acesMust assembledhil lie r tend 7� T 4, V N5 pv f the: eemerit,70,atinds c ar1d,(71!9gs,`are 41and I the asse!mbly$akes pla e t� 4, to*fIo'w',together,.And be rcfuY',the xemeni , , layer.Also,'IIF ions) For; surfaces' beneath Ihem;� 7- T-` ,adequate cement layers.,.,A 4-, penetrate the.'sOrfaces an( 'id : --'remain wet'until'ttie Joint' ?n 4 Apply on the top surrace'o ;of pipe two separate layef S Orf acesMust assembledhil lie r tend 7� T 4, V N5 pv f the: eemerit,70,atinds c ar1d,(71!9gs,`are 41and I the asse!mbly$akes pla e t� 4, to*fIo'w',together,.And be rcfuY',the xemeni , , layer.Also,'IIF ions) For; surfaces' beneath Ihem;� 7- T-` ,adequate cement layers.,.,A 4-, penetrate the.'sOrfaces an( 'id : --'remain wet'until'ttie Joint' ?n ..assembled., Pr I ov , e this you Apply on the top surrace'o ;of pipe two separate layef .brushed ;''every IS �'.ancl'then`clrlest i twIthin .15 seccir .Y,1ll,remalnwet ahem with a.knife; ,The. , ,toe" ,will have achieved,. little -penetration., The heavy more penetration.'r., s6rfice", corresp( cre.a! VSR-SF ER VANE TYPE WATERFLOW '(DPOTTH RETARD FOR SMALL PIPE S WITCH WIT Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2051 Craig Rd.,/P.O. Box 28480 Don Leslie Street Mills, Ontario, Canada M3B2M3 St. Louis, Mo. 63146 Don (314)878-4321 / (600)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1 ", 1 114", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The low condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be Irlounled in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has 21"NPT bushing forthreadinginto a non corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Preitsure: Up to 250 PSI Mlnhnunr Flow Role for Alarm: l0 GPM Maximum Surge•. 18 FPS Enclosure: Cast Aluminum, red •narnal finish. Cover held In place with tamper resistant screws. Contact rialings: Two sets of S.P.D.T.(Form C) 10 Amp. C) 125/250 . AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes -1", 1'/+", & 1 '/2" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 404.5 FC1 0 C Caution: This device Is not Intended for applications In . explosive environments. Service Use: NFPA-13 Automatic Sprinkler NFPA-13D One or Two Famlly Dwelling Residential Occupancy up to 4 Stories R NFPA-71 Central Station NFPA-7 Local NFPA-72B Auxiliary NFPA-72C Remote Station NFPA-72D Proprietary Optional: Cover Tamper Switch , order Stk. No. 0090018 Kit for Outdoor Use: Order Sit(. No. 1940036 Screw 1110 cievico into Ili© -TEE" filling as shown in Fig. 2. Care must be taken to properly orient ilia device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" filling may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve„ at the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle must be used. The screw that holds the paddle must be securely tightened. "EV D DULLETIN 002 PAGE 1 Or 2 PRINTED IN USA BELLS PBD -DC (OPOTTER PBA -AC & PB UL Listed, FM Approved __... Sizes Available: 6" (150mm), S" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40' to 150"F (-40' to 66'C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZEf INCHES (MM) VOLTAGE MODEL NO. STOCK NO. CURRENT AX) TYPICAL 6E AT 10 FT. (3m) (2) MINIMUM 6a AT 10 FT. (3-) (1) 6 (150) 12VDC r5D126 1706012 .12A 85 76 2 (200) 12vDC PtD12/ 1708012 .12A /0 76 10 (250) 12VDC PRD1210 1710012 .12A 92 76 6 (150) 24VDC POD246 1706024 .06A 17 78 0 (200) 24VDC rnU240 1700024 .IMA 91 79 10(2,50) 24Vf)(' rnf)2410 1110024 .OnA 94 70 6 (150) 24VAC rnA246 80066024 .17A III 7ri (200) 24VAC P/A248 1001024 .17A 94 76 10 (250) 24VAC POA2410 1110024 A7A 94 76 6 (150) 120VAC PRA1206 1/06120 .05A 92 42 e(2o0) 120VAC P,M200 1101120 .05A !11 62 10 (250) 120VAC PSA12010 1110120 .05A 99 /5 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30' to 150'F (-34' to 66'C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2051 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2 MFG. 05400776 - 3/99 mcottponATED 36 - ""'NA, CA - (NO) 737.6500 FIG. 23 FIG. 24 HANGER FOR C-1W.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE: DOUBLE FASTIiNER STRAP TYPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT hl-- -- A -A-I Size Range - 3/4" thru 2" C.P.V.C. pipe. protects the C.P.V.C. pipe from any rough surface. Material- Carbon Steel with galvanized finish G-90 govt. spec. The Fig. 23 design incorporates snap retainers allowing easier Function- The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used In and faster Installation. The Fig. 23 and Fig. 24 are easily attached to the bun#ding struc- automatic fire sprinkler systems. lure using the two hex head self threading screws furnished with the product. It is recommended that rechargeable electric Fig. 23 and Fig. 24 can be installed on the top oron the bottom n drills filled with a hex socket attachment be used as installation m a beam. The Fig. can also be installed on the side of a tools. No impact tools (such as a hammer) or impact fasteners bof eam. (such as drive screws or nails) are allowed. Damage has been The Fig. 23 and Fig. 24 can also function as a restrainer to prevent known to result from Installations using impact type tools. No the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood Is required. Approvals - Underwriters' Laboratories listed to support fire Order 6y - Figure number and C.P.V.C. pipe size. sprinkler piping. Meets and exceeds the requirements of Patents Pending N.F.P.A. 13, 13R, and 13D. *-Hardened hex headself threading screw isfurnished with the Features- The Fig. 23 and Fig. 24 incorporate features which product and is the minimum fastener size acceptable. protect the pipe and ease installation. The flared edge design A 13 C MAX. HANGER FASTENER APPROX. C.P.V.C. PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG. 24 FIG. 23 FIG. 24 SPACING I IEX 1IEAD WEIGI IT (FL) ___SIZE PER 100 3/4 _ 3-1 8 2-5/16 1-9/16 1 5/32 1-3116 1-3 /16 5 1/2 5/16 9 * 1� 1,6. 5 I '13 1 3 1 �' '� t ». i 17�`+ 77F" Y• i .,r;" r"" s r- .,ax . 1-1/4 4-3/16 3 2-3/32 1-1/2 1-3/16 6-1/2 5 16 it -- 2 REVISED 3/94 7/16__ 1.27/32..1 1-3116.._ _ 1 3/16-j -----a 5/16 15 ff ` I lki' 1'1� -- W/--` FC ((--, 4 7 cru GALVANIZED PRESSURE TANKS 75 PSI ORI<ING PRESSURE W CLO -i I Ulf "I c NI"I 11 ■ly A 1 Ullvi" of -I 0120v ,.I Ill"j, ill-tjo . flit; .1 Q120yw .......... Uirr PLUO I!. U11-1, 4 �, _ I C2 D 0220VW EVO—W NOMINAL 60 DIMl.:I\l.,;lONSc INCHHS NV . T A B c Q120yw .......... Uirr PLUO I!. U11-1, 4 �, _ I C2 D 0220VW EVO—W 2 :Izovw :1 o:t 11 :1 :10 66 711 6 7.11", :1 Isvw Wl 3 :16 66 79 7 304. ,.. fit .. I V .. S . Q - W . (moll 72 117 71 3 G 3 Ii NOMINAL DIMl.:I\l.,;lONSc INCHHS NV . T A B c 7111 if SI 12 2 G 112V 111111 I V. 0 60 63 12 33 120v 15 11 It GO Gill 12 33 I 'I. ovw 1:16ulu: 2 2 :Izovw :1 o:t 11 :1 :10 66 711 6 7.11", :1 Isvw Wl 3 :16 66 79 7 304. ,.. fit .. I V .. S . Q - W . (moll 72 117 71 3 G 3 Ii Wt. Lbs. 72.. 74 -114 161 303 416 640 685 __ 1040..`__ QUICK, Gaivanized:l'anlcs_ 75 psi Working f ressure__��_ Capacity Drawdown/Gallons Dimensie Model Gallons 20-40 , 30-50 Dia.x 1-11 42 Tall 2 Shoi t 42 6.5 4.3 20 x 32 82 82 '12.7 8.4 20 x 60 120 West 120 18.6 -12.2 24 x 60 220 West 220 34. •1 22.4 30 x 78 �3 5 West __.._. 3.15 48.8 32.1 36 x 80 42 x 87 C_480 VS(1W7 480 74.4 49 5�5Cbiitlio 525 8.1.4 53.6 36 x 121 900 Co nibo 900 x.3`0:.........._....._91.8 _..- - - 42-x 159 Models have bolt► 110IM_Ontal and vertu Note: 525 and 9t)O cjailon All others are vertical only. Wt. Lbs. 72.. 74 -114 161 303 416 640 685 __ 1040..`__ (A Y T'F57 A)AA MAID 410 V 1~��� I�T�R .fUPRHY c1 +yA ICO 70y -_ DIM t1UG1 11 IF, s.o o i Q o� W.F. s vR s o - ENTRY �.° u,�ll. 4- it otec 13 V ont * LIC. No. 275 06 * Ctd \ FE • &AVC E � C-16 T--- ---, 1TF OF CAS\FQP Fl DW 6W. o V "TV BEE, ! Q 1)-z ' M. Yf U NOTES: 1. System to be installed per NAPA 13D, manufacturers specifications, and local A.H.J. Df115Tt 2. All piping to be "Listed" CPVC or equiv. 3. Pipe hangers to be "Tolco" or equiv. i 4. Freeze protection, water supply, carpentry and electrical by others. e installed in "stud ba S. Riser to b "within indicated wall. Y L� 1 6. ExactPiP e run lengths and head locations subject to field verification.�,i��� r� 7. Heads to be Reliable Fl/RES/CCP, K=3.9. Flows based on an'�' D ET A) L IS'X1E' id pattern. see attached talcs.) n 4fo R.? 5 R � P C S. All pipes to be % inch diameter unless otherwise noted. CL IL B ws ALuOwI IM -WTELSA?NENAMNALTRACNOMUt NO.ISGA-IOX2401•va A :11T Ii ,kZ �U IL B ws ALuOwI IM -WTELSA?NENAMNALTRACNOMUt NO.ISGA-IOX2401•va A :11T Ii