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058-190-182
r} , i r i { i 58-19-182 Go •en Feather Vol.Fire Dept. W/S co� ow Rd.,app.4 mi.N.of Hwy 70, Concow Permit #102 78B,P,E(new garage o fire fighting a ipmentY [' 5�8-182 YV Permit #6566-7=9 (const. a ale or fire - equip pexis s- b ire H4 1 Gar . )�J 58-19-18� 3595 Shrnman Lane, Concow // q2 PErmitJ3599-87B(new retaini �ll�- _ _ Permit#28-88B,P,E,M(add train' room 058-190-182 92-2586B,E bUTTE.COUNTY FIRE DEPT 3595 Shuman Ln, Oroville add truck.bay/fire station 058-190-182;, PERMIT#97-2379 BUTTE COUNTY FIRE DEPT. 3595: Shuman•Ln.,,Concow Ele Ser 'Ch/Fire Station 0 X058-1010-182 ' PERMIT#97-2379 BUTTE COUNTY FIRE DEPT. 3595 Shuman Ln., Concow Ele Ser Ch/Fire Station r_ l_ • F tl \ I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7. 1 ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - Z J -Z, ASSESSOR PARCEL NUMBER 058-190-182 ZONING ILDING PERMIT OWNER BUTTE W FIRE DEPT TYSM592 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3595 SH[TW IN CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3595 SIUTAN IN Energy Plan Checking Fee $ OROVIUE $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other FIFE STATION SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELEC UPGRADE 3PHASE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law !,qMhe following reason: J21 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. S. SO 3.5Q�; N-gEBNpT' MULTI.OUTLET ITS D7,50 OWER APPARATUS 6 PSINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAL p •50 FIXED APPLNS. OR Ex. Occup. ourtFrs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S b 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 one hundred dollars ($100) or less.) 000<certifythat in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �.' - _ �'I'• i I / ' — Date -' % `%_�_�__ Sign_at_L'eof Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ fi0.00 occ CONST. TYPE TOTAL FEE $ EXEMPT HAz. o. FEES IMP FLOOD CDF PARCEL Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,,�I' By r �U i` Date PERMIT EXPIRES ON Date Receipt No �. V s71 r WHITE•D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT lq- / 8Z d/A� �,.qi� ,abVirSa P w • /�lsp, coe,eogo�,a-7e-� . M/!G& MocH dY S Er�U D�itJCS: . _ LQi�- 5� .- __...... - .QuJr. &--A orFl c C 40 y 3q .3 s> y Jim Laird 11202 Chalair Drive Orovige, CA 95965 �bi���%�X•L � 30 ` `��1 YI I CHAEL 1 +'l 00�y5 A MADRONE A VE. CIVIL ENGINEER OROv11.LE, CA 95966 (916)533-2131 RCE 20647 = March 21, 2000 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 'Re: Golden Feather Fire Department APN 58-19-182 I have been asked to comment on soils stability for this project. Refer to accompanying sketch. Steepest cut slope proposed for this project is a 1:1 slope. It is my opinion that slopes cut this steep will be stable, and will not create a hazard to public or private property. I base this opinion on observation of road cuts along Highway 70, Concow Road, and exposed cut banks in the parking area of the Dome store. Atl of he 20which stand as some odd yearsslesteeper ian i at proposed, and have beenfamilar familiar the in area have posed no problems. Thank you for considering me for this work. } Yours, Michael Mooney My license expires 9-30-01 _. �S A Mt1DRONE A VE. MI C�E� MOONEY CIVIL ENGINEER OROVILI,E, CA 95966 (916) 533-2131 RCE 20647 - Butte County March 21, 2000 Development Services Department Building Division 7.County Center Drive , Oroville, CA 95965 s 'Re: Golden Feather Fire Department APN 58-19-182 I have been asked to comment on soils stability for this project. Refer to accompanying sketch. Steepest cut slope proposed for this project is a 1:1 slope. It is my opinion that slopes cut this steep will be stable, and will not create a hazard to public or private property. I base this opinion on observation of road cuts along _ Highway 70, Concow Road, and exposed cut banks in the parking area of the Dome storeandnhe 20some odd.years Ihavebeenfamiliar with the iAtwseep reper an that roposed, an area have posed no problems. Thank you for considering me for this work. Yours, Michael Mooney My license expires -9=30-01 h-f3lGl7"`f of gml� 70 S u ST,4r k) I/64q'/64-r_ 5C.OPc- CATS `/o /�-rn2.�v�c5c�is to ,ccs ✓��Y LAr ed /W(M g/Tv/oo A:�. 03``,'16/2000 '13: 03 30 33 887 nOLDEN FEATHER PAGE 01 , ,. „� S Gr To_ of � I ej CL Az -777 We LGA �� Gd�T /! l c' .=s•,• •. ' mac: �,.. /�G .. •.--�., !-r" 1;�t C ' t .{� . `�;��td�� rad 1' . • � .. .. � � � �� �' ;; '��� •' � . . " ' •-� . FOR( cr AID r6lR '� � ��: . • • ,,_,�,• l C .fir f-„p c s%li . `. � ` . : -: '� yw///qZy iYc� © l �'in�e►.��� Vis. � - / ©/Vc w euT�l�R a - _ el LF �CVcOUT_ 15 f 14 �1,1 r �� ��P or of 0u�fiDini6' l . / / /�C u, ca \ 1 3--- `pAp FoRI -3 t I, • `U� I ��1p6� - �� /oP��rt 3�' curs S� Co MAX 7-/0 5OrFl c c\ I r Y � _ I- Jim Laird y 3`i 817 11202r Drive Orovillele, CACA 95965 4 �, _ M[CHAE.L MOOABEY 5 A M4DPoNE A CIVIL ENGINEER ORowLLF, CA 95966 RCE 20647 V (916) 533-2131 Butte County March 21, 2000 'Development Services,Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Golden Feather Fire Department APE 58-19-182 I have been asked to comment on soils stability for this project. Refer to accompanying sketch. Steepest cut slope proposed for this projectlis a 1:1 slope. It is my opinion that slopes cut this steep will be stable, and will not create a hazard to public or private property. I base this opinion on observation of road cuts along Highway 70, Concow Road, and exposed cut banks in the parking area of the Dome Store. All of which stand as steep or steeper than that proposed, and in the 20 some odd years I have been familiar with the area have posed no problems. Thank you for considering me for this work. Yours, Michael Mooney. .my license expires 9-30-01 Ulc�c. �, , ..,.,� ��� .tea _.....�.-_ —may _-��.,. '.._.;�.;,..�..:,�.,_.�.•��-.�. ���;���',. OA -06 tv /; >.. / , -jam` ; •'�:' ° . --� .. f "why 607, 14T , �• : t orf' IVf T, ej ,,�1 � :., ���:�.. .'`" �� �• . chi ��� � �l_� •� �./ �_. i..,�...... •.:::. � .. ` �f • , `Yet •AmO/f`"1 �� � � • � ��-�;:�. � -.��;-; fir// � •%/ _. ����d �� r�..�..g�. � _ �� �:�• ' ,�'�. • 1 •.����< 1 f ' I __ ._�__�•• � , , . •. v� kms' - = - • •�._•U•• •=•�;',� • � � •. `�lc►�`�;�c-�r.0 • • /�} f�' ` �...�q�-� 31•:x:•:: ,� 70 Q //0.1) \1 .- PC 7 99696 V3 '01HAolo aAll(I IMIEU zozl I 4 45 4j P -IM -I Ullf COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 8-) _� PERMIT NO. (Rev. 12/96) APPLICATIONAND PERMIT `'� �`J� ASSESSOR PARCEL NUMBER 058-190-182 ZONING ILDING PERMIT OWNER BUTTE CO FIRE DEPT T 534N0592 SO. FT. CC. BUILDING VALUATION OWNERS MAILING ADDRESS 3595 SHUMAN LN CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3595 SHUMAN LN Energy Plan Checking Fee $ OROVILLE $ , PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIRE STATION 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: ELEC UPGRADE 3 PHASE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OR LE91 Main Service %.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I her ffirm under penalty of perjury that I am exempt from the Contractors License e following reason: Law f�Iasowner 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 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC, BUDS. SO 3.5¢FT. .COLET NON -RES DT MULCTIUT g7,50 PowER APPARArus 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @ '.50 BAL p .so FIXED APPLNS. OR Ex. Occup. ourLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S .O WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation ,of -one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall it ith comply with Zsevisions. cap X �to�_� _/� _ S a re of App Icant - ❑ wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations 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 $60-00 Occ CONST. TYPE TOTAL FEE $ EXEMPT FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT PIRES ON the applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY•ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER,, '0 _ / _ -/ C ZONING BUILDING PERMIT OWNER Ir TELEPHONE � SO. FT. OCC. BUILDING VALUATION IIE OWNER MAILING A�RESS V` M CONTRACTOR'S NAME T TELEPHONE ' CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USE OF STRUCTURE I SF ❑ Duplex ❑ Mobilehome ❑ Other J r�� l Q . /np 9 SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities installation ❑ Other ❑ _ Describe Work: � /rte �Q h? OIL— Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so 6, O WEE200A CCUOOOA NEW CONST. DWELLING OCCUP. OR ADONS. ( 6 ACC, BLDS, 3 5¢SO. FT. gE°SIpT' MULTI OUTLET T. La 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. oumerORFDRURES 20 Ex. Occup. oTELE°Ts R OR E& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 0 U 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the perm4t is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ , 0<0 HAZ. D. FEES IMP FLOOD CDF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINk-INSPECTOR GOLDENROD -APPLICANT MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift, 4th Lift 5th Lift 6th Lift WALLS (I :'ypsum Board k --Valls 1st 2nd COMMERCIAL 058-190-1822_.8-5B E BUTTE COUNTY FIRE DEPT �0o���Q' 3595 Shuman Ln, Orovil i/ add truck bay/fire station 3; JOB FINALE Signature CERTIFICA7 Slgnatura, V=OK O=Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1.1!Fo2ing-Setbacks-Easements-Flood-Slope-Soil Report Lg,-If'tg., Main; Soils -Lifer Ground.-Ftg. Depth -8.44e►d-Downs-Bolts-Straps-Embedment-Hair Pins 4. ncrete-PSI-Cert-SP. insp.-Loc. :!.:: emwells, Main; Steel-Blockouts-Wrapped iR."Reinf. Steel -Grade -Placement J]ab; Steal -Wrapped -Wire Mesh 8. Piers -Steel 9_D W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10: as Pipe; Size -Anchors 1 t•- VVat ipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date /0 ?_Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anch Nail Protection 18. D.W.V.; Test-Fittin Anchor -Nail Protection 19. Sinks -Floor- ase Trap 20. Handic - /C -Backing 21. G ipe; Size & Anchors - Firewall Penetrations Date / Card B-1 Date Card B-1 Date /' Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 2.,rL,Romex Installed Close to Edge of Studs & C.J. _ 26 uip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Res istive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL IPermitl OK aYrant S'a 33. A.C. Ducts Insulatio 'Support 34. Vent Fan; Exha above insulation _ 35. Condensate rain & Overflow; Size & Grade 36. Furnpnc ent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic cess & Platform if Furnance in Attic 38. Hi. KA.C.-Ventilation-Roof Access 39. moke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR ING (Plans) OK except #'s Proper Material & Anchors -Hold Downs 41KWalls Studs -Nailing, Spacing & Bracing -Plates -Sound '2.Bearing Walls over Girders & Floor Nailing -Oa-Draft Stop in Walls (rat proof) �44. -F a Stops; Furred Ceilings -Stairs -Chases 450'Headers & Beam -Size & Bearing -Support Fix. Date F MING (Continued) gers-Post Caps -Anchors -Connectors 410."r Roof Shthing-Nailing-Diap.Chord Splice i rewa l l -Dob rs-Area-O cc p.- Prop. ..46 --attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -ST-Glu-Lam cert. -Placement -Support -Fid-Steel Buildings-Purlin-Girders %_92,-Vroperty Line Firewall & Openings -n.--Ext ors -Handicap Access s; Width -Headroom -Rise -Run -Landing -Fire Protection Se/ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding -Nailing Veneer v-SA-6tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access l -69: -Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. -bl Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date , �;; Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 69�EAf3 eps-Door & Sidelight Protection -Landings -Exits-Size-Number-Placement &5�Fw'naae;'Vents-Clearan ce-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection pnn klers-Placement-Test f6 ded Ceiling-Seismic-Wires-Elec-Light & Mach. lec. Trim & Subpanel; B Ines 70.44andieep-Boor Levers -Fin. Floor lec. Outlets at Wood Panel; Int. & Ext. 72. Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection h. Equip. Listed for Location . nsulation-Foam-Looked in Attic O Yes 74.-Guafd-Rails & Deck Construction -Post Caps n. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes f4-•BtotV6; Brown -Finish -? : A'C. Unit, Disconnect, Electrical, Plumbing s bove Roof; Plbg: Appliance -Fireplace: Clearance to Openings ell; Disconnect, Electrical, Plumbing be' -Exterior Elec. Trim; G.F.I. Receptacle -Underground ite-Parking-Handicap 8 ass Protection 8 . ections from Previous Inspections 8 . est -Meters Tagged; Gas -Electric 96 er Connected -C/O to Grade -HD Approval 8 Ene gy Compliance Certificate -Other Certificates 88.4kd & irtg"Gertificate-Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 J Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry• must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538.7541 APPLICATIONAND PERMIT PERMIT NO. 92-2586 i ASSESSOR PARCEL NUMBER 058-190-182 ZONING PQ BUILDING PERMIT OWNER BUTTE COUNTY FIRE/GOLDEN FEATHER VOL. F. D. TELEPHONE 534-0592 SQ. FT. DCC. BUILDING VA6 TION 128 6400 OWNER'S MAILING ADDRESS 3595 SI-:UMAN LN. OROVILLE 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ 75.00 ARCHITECT OR ENGINEER MICHAEL MOONEY LICENSE NO. C206647 Plan Checking Fee $ 37.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 3595 SHUMAN LN OROVILLE Permit fee $ 127.50 PLUMBING PERMIT Filing Fee 15.00 CONCOW Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other FIRE STATION SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW 1 615.00 TYPE OF WORK New ❑ Addition g Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: TRUCK BAY Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification 'R'I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR ADONIS. l ( DWELLING OCCUP.&ACC. BLDGS. / ) 3.6asq.ft. NEW CONSTR ULTI.OUTLET NON•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES20 @ 76 Ex. Occup. OU LETS FIXED PIRESID•IREA.) ( 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilit'es, judgments, costs, and expenses which may in any way accrue against s I Cou yin asequence of the granting of this permit. X ' Date " �fIL Signature o4 Applicant — Owner ❑ Contractor ❑ Agent =� An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCCZ c�0 TT E V TOTAL FEES 152.50 EXEMP HAz ✓ 1 1) FEES �- IMP FL D CDF PARCEL HD/ I u This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees OR F PUBLIC By PER PIKES Date applicable provi- resolutions to do have been paid, WORKS Datef-I I -F Z Receipt No. EXEMPT WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916,'538-7541 APPLICATIONAND PERMIT PERMIT NO. �j GLV ASSESSOR PARCEL BER `' Z TNG S BUILDING PERMIT OWNER E ONE 6� �� Z SO. FT. OCC. BUILDING VALUATION OWNER'S tj LINy, ADDRESS S \ i%C) CO RACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER _ UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS A -R TEC.T OR ENGI R - LICENSE NO. ®o/V� Z.O&y% Filing Fee $ 15.00 Permit Fee Plan Checking Fee $ �7 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS S LN, Permit fee $ / 5 PERMIT FiIingFee 15.00 CO COW OU! L.LLCliqPLUMBING ` Each Trap ' 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP - Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE c , SF❑ Duplex❑ Mobilehome❑ Other EEO— CJIbv%- SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Additio Remodel ❑ Utilities ❑ Instal lation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CATO t000A1 37.50 NEW CONST.( DWELLING OCCUPM OR ADDNS. ACC. BLDGS. // 3.60 sq.tt. NEW CONSTR- ULTI.OUTLET _NO N.RES' ON.RESID BRANCH CIRC ITS /n @ 5.00 (% POWER APPARATUS e (SINGLE OUTLET CIR. L Ex. Occup(OUTLETS OR FIXTURES 20@0 76d FIXED APPLNS, OR tt Ex. Occup. OUTLETS (RE SID.1 EA.1 I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 21 S — WORKMEN'S COMPENSATION INSURANCE_ I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.OCC also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ CONST TYPE TOTAL FEE $ /�,2 -:5-CRI Az FEES IMP FLOOD COf PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date _ Receipt No. are-ynJJ�- c^' ^cy-^^ -Oei r --T WNI• -D.P.W., TEL LO W-A9e[9SOR. PINx•IN9P «TOR_ 7' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, .CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET Id OWNER e 941 �r� P. No��-' �c►C� - Proposed Building UseMapb�zBuilding Inspector Date 7 2 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ........ ............ . 4. Engineered plans and calcs sets,'with wet signature on plans. I /l oce..... . 5. Hazardous.Material Form . ........................................... 6. Energybei` sign Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ........................ 13. F16od.elevation letter (100 year flood)�by CaI*fornia Engineer. .. _ -- I 14. Sanitation and plot plan approval (, 9OV i (If,' Health Department: ............. 7 4C 15. City of Chico plumbing permit . ......................................... SA F 1Plot plan and business license. approval from City of Biggs/Grid ey. ....... Planning approval for (A) Use: (B) Parking: _. . N 18. Contact Land Development about (A) Improvements (B) Drainage. ........... y2 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection forP��ngpea;on reGuesi- required. . to gilding Inspector (Date) 21. Contractor's license -information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance. ...... . 23. Owner -Builder Verification (Given to owner Mail to owner �. .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .......................:............... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requiremwUs. .... .� . - n Existing violations/ex it d permits. . ok. .-E-o..tsSc�e.. Plan check lis . 33. S► tUED 2fR9i� GI/4�. S ..G ... Buf-... 34. Whj n� ou issue thepermit, process as follows: M� to owner. Mail to contractor. L,/ Telephone S341-3671 nd hold for pickup at office. Deliver with inspector. Other g6, M (-A i rd Parcel Creation Acreage Applican Date Copy of Haz-Mat form sent Health Dept. Fire D -Ar Air Pollution Date Copy of plans sent . Health Dept. Fire Dept. 7 Other Date By The following data must be submitted4u4*W tiqpermit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, desi ner owner, was advised of above required data by _ phone _ mail Counter byL01 Date 31 �? 12 - Contractor, designer, owner, advised of above re ulr data by _ phone _ mail -� Counter by _ Date Plans checked by �Ri7 Date 'T y4 q2-- Plans approved by s/ Date 2 9% - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS — BUILDING DIVISION 7 COUNTY CENTER DRIVE — OROVILLE,"CALIFORNIA 95965 — TELEPHONE (916)5387541 OWNERJ:L& r -tzc A.P. NO . DROPOSED BUILDING USE �Of�/f /O/�/ DATE � Z ,p REC . DATE REC l: School Distric Fees (paid at District Office); „ ; , , , .. / Y-�1�-- I 2. Sheriff Fees (paid at Building Department) Residential ......... Z =$ unit amt. Commercial( per sq . f t,.) 126 X b 63 =$ 3. RY sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X _$ # units amt. Commerical(per sq.f t.) sq. ft. X amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other 3t time of permit application, I was advised the above fees are required to be paid pr--;or-- to rio-to issuance of the permit. APPLICANT DATE � �_ ���µ.,� ��i ... -'. ���,4tri.�ks�•e'ipr"'v..+::—,:r..�..}���r;s;.r+c,fey,�,,.�:Ey.�F'•'-y�,*;3sa3+"3�i'.N�"F'�,''�+t;�t+claFa�iysu�ii'F'lig"'3nr..,t""�.,4ert^'�,_r^YI�tY'iwd..�`j�''�r`;,` BUTTE COUNTY SCHOOLS -IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District / A.P. Number 190•-J 2— Jurisdiction Property Owner Ru#��6 0—ef c' Building Department No. ] City County Property Location/Address —_ A 59..qCA) 090 Subdivison Lot No. Residential Development 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Z Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 930527 awig yJh//A,-fJ(f4( 6h ) School District certifies that "t" (City) dc (State) (Phone Number) (Zip Code) has'complied with the requirements of Resolution No. _ _ by payment of $ representing — —square feet. School District Representative „ ate t 4) Paid by Check Number _ Remarks: Bank Number Paid by Cash — 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) feeformmkf (4/92) 7�L a CNO r4 Q..� �(�i.• y � v � ��/ � � •ate � J l r I l�•- tirr/Nfa�f I v 01 y7ll *)-ZAP 1, y/►� i ISUM 311(18.10 I gP�Oa •- 1 V' 11 f7XEMEAv a �. C7W Er. M U S7 c�lcz►� C '_ S}{,t(.L / jo-r EM rc.OY . ... o c Cot. +�2-zs8� - � T c �t ,l Q �Q BU ILDIN66WARTMENT. APPROVED �� COUWY OF Bt11TE BUILDING DEPT AUG 18 W2 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit canrrot be *approved without this completed form.) BUILDING PERMIT NUMBER Firm Name Address —:�5 _,�_ Nature of Business Contact Person 172-2,596 APN J'Flti"' I 16D Phone # f/. J 3 y 3079 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ;K NO 11 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gal Ions, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? 9 NO El YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. Is the business/facility/operation school site? gNO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ONO OYES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative "at (Dare BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section,25505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El 1:1 BCEHD Signature BCAPCD Signature The Above Regulations Do Not Apply To This Facility. Date Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TOP C11ORD SHALL SE t_AMRALLY 9RAICE0 WITH PROPERLY CONNECTED .. REOUiAENENFS OF I.C.8.0. RESEARCH REPORT 12949. PURLINS SPACED AT A MAXIMUM OF 24' O.C. ALL PLATES ARE CENTEREO'Ont JOINT UNLESS OTHEMISE ING CATEO. PLATE MONITOR USED. R. SEE DAVOS. 130 S 160/160A -F SOTO TVP. PLATE LOCATIOK O --TAILS. CONNECTOR PLATES OESIGNEO FDR GREEN LUMBER PER NOS MOTES Truss destg-n to transfer eveniq distributed horizontay load of TABLE 8.10. 38 PLF through TC into OC supports where indicated. resign -f plywood dtaphram and connections of truss. to dtaphram and/or truss t_ svpport by engineer of record where indicated. BUTTE;COUNpY = ; : T1-2xti FIA-LAROFt 02 BUILDING DEPARTME; v �i .j.. ..i{ l ^u. APPROVED c9 Z: W W Z 11 a Q CA m 3x6 (Al) 4.001// 3X6 (Ai) 4.00 R -907f K- 3.50' R-#07Sf ti- 3.50' LT. TYP -ALPINE ON 12159 'r my 4r. A A cru 9 - A Q79ifl C= o fm o A o ti o n o a N O la Cf Cli C� 0 o ca a 4 G7 y �A * p N P1 �� ��r� RAM I� ,,��Is pf11n1U�A IMOOIi 1fi. W. ,� tw}oaT��NTasN ,. 1� K I�,...t�E�1.. UiYluI011 irw MH laasly Iw 1iE! fltMDenlK os the fAILOW 10 MIKE ve Mrs! al 00womsm r ■[M rlatl V W1 II.t11A: 000cam UIQ wa1 sr res err. IMOL /stlwt Loss aall• Cf Jl Cut" lis 30101. A"LN Ca "Cr1R! f0 own rOAX M ~ 00 U0.1u lEt1(mm tatileg dl no$ a[91V1 i6il11bl �eC14%".«u was *1Q. ass a w"{. cola! atiw,O Ow[Ma Wi0ft Taft[ rlaoi i0m; OF Mt t tan. to 001W +•0 1604 @a Fos owift aartlts w LIQ evisom" III inso, Gem pt MlqL ma smai 004 se "MGM Y101a M Aw emem fat. famsn $calla ":-5011 ant ARMING to .w".00L ./=oft ,IM 1D11{' ". on •Ia-11 Of 1+1. laa� ems lam" no *MFWML 0"Ift �" alvit" AF stiv 1x111 . "toss fames ewre�llrlt IOP man V#A& !R %40~6 a NM6 Irof POWD!Q � Ill lm[ w tt"am 040M114 WIP" L4U0 aa.w�■ AICIA mOLKIo ua:.e -- seF L*" Ilotwsek &Raw WAh/1 "N "W" "POLL Innaur2" r~$" a CYi Ili 1"s m"vA • we mm eft"ldl C"Lt&IM. � W REF R427 Thisg Jdrawl�priWar o_ frowloomuter •AS input (loads and dimensions)) submitted by truss -manufacturer. G`) Od3 74,1=1 TOP CHOW 2X6 FIR -LARCH _ _. 01. EXCEPT SHOWN TC X -LOC L -R: 0.29 4.91 9.50 12.09 l6.7i IIMa IIaRt4rll 80T CHORD 2X6 FIR -LARCH 02 WEBS 2X4 FIR -LARCH Standard BC X -LOC L -R: 0.29 8.50 I5.'t \ CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TOP C11ORD SHALL SE t_AMRALLY 9RAICE0 WITH PROPERLY CONNECTED .. REOUiAENENFS OF I.C.8.0. RESEARCH REPORT 12949. PURLINS SPACED AT A MAXIMUM OF 24' O.C. ALL PLATES ARE CENTEREO'Ont JOINT UNLESS OTHEMISE ING CATEO. PLATE MONITOR USED. R. SEE DAVOS. 130 S 160/160A -F SOTO TVP. PLATE LOCATIOK O --TAILS. CONNECTOR PLATES OESIGNEO FDR GREEN LUMBER PER NOS MOTES Truss destg-n to transfer eveniq distributed horizontay load of TABLE 8.10. 38 PLF through TC into OC supports where indicated. resign -f plywood dtaphram and connections of truss. to dtaphram and/or truss t_ svpport by engineer of record where indicated. BUTTE;COUNpY = ; : T1-2xti FIA-LAROFt 02 BUILDING DEPARTME; v �i .j.. ..i{ l ^u. APPROVED c9 Z: W W Z 11 a Q CA m 3x6 (Al) 4.001// 3X6 (Ai) 4.00 R -907f K- 3.50' R-#07Sf ti- 3.50' LT. TYP -ALPINE ON 12159 'r my 4r. A A cru 9 - A Q79ifl C= o fm o A o ti o n o a N O la Cf Cli C� 0 o ca a 4 G7 y �A * p N P1 �� ��r� RAM I� ,,��Is pf11n1U�A IMOOIi 1fi. W. ,� tw}oaT��NTasN ,. 1� K I�,...t�E�1.. UiYluI011 irw MH laasly Iw 1iE! fltMDenlK os the fAILOW 10 MIKE ve Mrs! al 00womsm r ■[M rlatl V W1 II.t11A: 000cam UIQ wa1 sr res err. IMOL /stlwt Loss aall• Cf Jl Cut" lis 30101. A"LN Ca "Cr1R! f0 own rOAX M ~ 00 U0.1u lEt1(mm tatileg dl no$ a[91V1 i6il11bl �eC14%".«u was *1Q. ass a w"{. cola! atiw,O Ow[Ma Wi0ft Taft[ rlaoi i0m; OF Mt t tan. to 001W +•0 1604 @a Fos owift aartlts w LIQ evisom" III inso, Gem pt MlqL ma smai 004 se "MGM Y101a M Aw emem fat. famsn $calla ":-5011 ant ARMING to .w".00L ./=oft ,IM 1D11{' ". on •Ia-11 Of 1+1. laa� ems lam" no *MFWML 0"Ift �" alvit" AF stiv 1x111 . "toss fames ewre�llrlt IOP man V#A& !R %40~6 a NM6 Irof POWD!Q � Ill lm[ w tt"am 040M114 WIP" L4U0 aa.w�■ AICIA mOLKIo ua:.e -- seF L*" Ilotwsek &Raw WAh/1 "N "W" "POLL Innaur2" r~$" a CYi Ili 1"s m"vA • we mm eft"ldl C"Lt&IM. � SIGN CRIT: U8C REF R427 1 -L 30. 0 PSF r....OL 10.0 PSF OL 5-0 PSF TidT.LO. '15.0 PSF GATE 07/23/92 G`) Od3 74,1=1 CA -ENO is 0/A t.EH. —0"0 OW FAC . 1.15 �y,,� 1 Tor 1 4.0712 IIMa IIaRt4rll f31er "rest /lr I11'Y 1:0161011011 "N SPACING 24 .0' " 04N 7/47/1-P S&ivr To m ov1v6,% 6X/2 FT - EM SE10 /NTO C?2f!Oe ¢3/v] • : . 14"W,, A I8 "Q . 6R14,06- 844 eurrE couNry BUILDING DEPARTMEN APPROVED Z/'" VIA,-. 4,4P. 91, 3 Ilea it -sur- _ r SHT. ' OF Butte Countq GF NATURAL �A'EALTH AND 8E.4UT DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER ORIVE t OROVILLE. CALIFORNIA 95965 Telephone: (916) 538-7541 . B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE B 01q2_ To ATTENTION: M l E FAX NUMBER: 5'34---1128 REGARDING: A. P. NO.Sg'�` - l gZ PERMIT 'NO. A2- 25'g6 SUBJECT: Al7?E C0A1 C -0k(,1 SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK -LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOH HENRY, P.E. PL CHECK ENGINEER COA/COW F/eE. , .57;¢--i o N (i�J/rV0 — �r,,� = o, �•� /•3 � �S x / I � = X5.7 pS� .•. LIsE /G PSF Z — FRf�NI E G/NE RO TfrTT ON �= 8�.(�d./5(o = �• 25 l �oST �'� /ZS _ a.63 K z l2- M�j/?�DE BE.fty! 2--#4 ria t 6X14 -HD, FT- POS7- 'EM 8E0 16'1 /NTO F" 121 Z/'� tiliti Lfff'. 3 I/a/0 I D I . 10 Xa. I i, �-- - --�Y� - - - r_ - Ll 1-0 W-011111 ,1 IP IM N -A)+2= - �- I ! ( k2) I. -I -----I-- -- _!__ —l- - - - E- - L L, VISIT TV coutitY BoavE y,9-20.• 31/ s 6�Rlo Rocrev 7-0 1e e SOT Iro�vE . SIm CG J2H 8117Iqz- 12 a 3599-87 Temp. Poll PERMIT NO. 28-88B,P,E,M Called PG&E PERMIT EXPIRES OWNER BUTIF COUNTY FIRE CONTR. OWNER ASSESSOR PARCEL SR -19-1 fit '.'LOCATION .3595 Shuman Ln., Concow Called PTE f7 JOB FINA 9 1 S196siure 4z copy 'D 7b 4Y el- 'a vo r. Pro- ross /-3;o Temp. Poll Called PG&E Temp. Elsc:V7&irvl Called PG&E Temp. Gas Ssmc Called PTE JOB FINA 9 1 S196siure = OK 0 = Not OK = Not Readyiable MOBILE HOMES MISCELLANEOUS Date' MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTSItBARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/. / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures . / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -81 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line , I 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector I 6. Water; MH Test -Regulator -Connector I 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged ` I 9. Exits; Insp.-Sketch ` 10. Cert. of Occupancy Card -131 Date Card -131 Date Card -131 Date Card -151 Date Card -81 Date Card -81 Date Card -131 Date Card -131 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 Card -81 Date Card -131 Date I Card -81 Date Card -131 Date l = OK 0 = Not OK Applicable - =Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plan&4) OK except #'s 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. De 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -131 Date Card -61 Date Card -B1 Date Card -131 Date Date PCUMBING (Permit) OK except #'s 16. W r . Vent -Access -Combustion Air er Pipe; Test & Anchors -Nail Protection Z>eD.W.V.; Test-Fttngs & Anchors -Nail Protection man; Test, First Floor -Tub Access T ub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Card -B1 Date Card -131 Date Card -131 Date Card -81 Date Date ELE RICAL (Permit) OK except #'s . IF & Transformer Clearance -Ins. Protection EI eceptacles Spacing -Lights & Switches at Doors . i3e-8oxes & No. of Conductors -Stapled x Installed Close to Edge of Studs & C.J. ASIE-quip. Ground made up w/Mech. Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. i9atiTated Neutral Yes No Ser 'ce-Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. es Closet Light -Shower Light -Spa Light Card -B1 Date Card -B1 Date Card -61 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -131 Date Card -B1 Date Card -61 Date Card -61 Date Date FRAMING (Plans) OK except #'s b&IRfs, Proper Material & Anchors 139"Walle-Studs_Nailing, Spacing & Bracing -Plates -Sound ng Walls over Girders & Floor Nailing Stop in Walls (rat proof) Fi Stops; Furred Ceilings -Stairs -Chases -Tub eader & Beam -Size & Bearing Date FRA (Continued gers-Post Caps -Anchors -Connectors AS'-CIn . Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Pfe%ace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 49. Gar a Fire Protection Framing rAP-Fr'operty Line Firewall & Openings 41'Ext. Doors -One T -Check Garage -3rd story, 2 exits Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers iQK,54. Siding -Nailing Veneer o Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic 57. S 'Walls; Nailing -Bolts PC Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -61 Date,!-/ and -B1 Date Card -61 Dat Card -131 Date Date F1111011. (Plans) OK except #'s . Ext: Steps -Door & Sidelight Protection -Landings oke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection --68. doom Exciting 64. .I. & Bath Fixtures & Tub AC;46S-Spa W'JWc. Trim & Subpanel; Brea r Sizes-LaIWK fif Stairs &Rails place or Stove; Clearances-HpAh .Elec. Outlets at Wood Panel; Of & EAr -6971M. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance -"-Elec. Outlets & Receptacles at Kit. Counter - +-eara Fire Door; Swing -Landing -Closer Duct in Ga e -Damper tr. H_ .; Ve s -Clearance -C . Air -Connector 7 tb Elec. & Mech. Equip. Listed for Location- !,ow. ocationI . Receptacles in Garage; 42.F.I. - ex Pro 7 . nation -Foam -Looked in Atbc ..aKee uard Rails & Deck Construction -Post Caps -Z&-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes -?9. F lowing instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No r89: -Stucco; Brown -Finish Unit; Disconnect, Electrical, Plumbing q?VVents,Above Roof; Plbg.-Appliance-Firepl.-Clearance to Well; Disconnect, Electrical, Plumbing >r Elec. Trim; G.F.I. Receptacle -Underground ition throughout House from Previous-Inapefions ater & Sewer Connected -C/O to Grade -HD Approval 1 Energy Compliance Certificate -Other Certificates ./ f- (NOTE: i Card -B1 ate Card -131 Date3 g 7_ Card -B1 Date Card -B1 Date Card-13111� Date Card -B1 Date inal:'- Comments at Final:',- (NOTE: An entry must be made each time you visit job site) ENERGY INSTALLATION CERTIFICATE Ad Building Owner ��p C�Q fes( e � 4 Building Permit Building Location DESCRIPTION OF INSULATION ROOF - M.aterial Thick-ness (inches) }DE:�SRIOR WALL r. i Maternal R/ i 2 l 2 Thickness(inches) CEILING �or Blanket T7pe Thi6=ess(inches) gj ry' Loose Fill Type Minimum Thickness (Inches) Area covered( -6-t. ) �FLOOR, EIZ-VATL'D Material -9 A Z&p ��, %-x Thickness (inches)_ Cam /1' FLOOR, SLAB Material Thick:ness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name . Ncmlber of Bags Wt. per bag lb. Thermal Resistance(P. Value)_ Brand Name Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)__ -I--he_ebF-cartir7=that the above 'insula tion was installed in the above building, .Zs consistent with approved building department plans -and attachments -and con- forms with requirements of Chapter 2-53 of State of California Energy Requirement FI'ti M NAME/OW7iiZ? SIGNATURE OF INST-UZATION APPLICATOR STATE CONTRACTOR'S LICENSE N0. DATE 1 aereoy certify the required features, devices, and equipment,.ab shown on the approved Building Department plans and attachments have been installed and conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. ING CONTRACT % WFNER (Please Print) STATE CONTRACTOR'S LICENSE NO. Kal NA,`IE) /) /J ATURE OF BUILDING CONTRACTOR/OWNER DATE HVAC FIRM NAKE/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OW'NER DATE THIS CERTIFICATE MUST BE ON FILE. WITq THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SZPM1BER 1988 �,._ . r , �., � 1...r.�.-.•_. �•�„' _ �.,,�..,��.-`.n-ti^.�+.fiiY^..�+...-':-'y..:n_.�r,.v-'++..�.-�....r. _ .;w'�ra. i -'t. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WOF+KS- 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Qof ,mac OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please Sdntact this office immediately. .Date •Date �� _ S Inspector f REV 11!81 '4 .-,::r�c��a.'.�.'q'=^,,,�;.:�"��c+'r-r'+- ,x j,�c���,r:� ;..� .. — a . _.�..� • .rs-e f COUNTY OF BUTTE DEPARTMCNT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -2- 8 � PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. W rh E '•i .' T= `a 4 .f .A �i 3 DateZ CZ.— Inspector REV 11/91 ."�+—re7'�r-c r •"'Y1^s""'w�`1i "�-+`*iC��""'d'•'�"`�'" +`Pi"'t� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER WN A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter/or need additional explanation, please contact this office Immediately. Inspector Date - j ti COUNTY OF BUTTE 1 DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS- i 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, O.roville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE R PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or -need additional explanation, please contact this office immediately. Inspector `/� Date 7 /� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drivd, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 COR ECTION NOTICE 5� IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector. Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE .LZ -9 =-R ?—,F'7 T NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. a Inspector tom/ `/� Date �� 4" . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS _ 7 County Center Drive - Oroville, California'95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PAR L NUMBERZ - 2 I G BUILDING PERMIT O ER TL PH NE �/9, SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CIONZ C R'S NATELEPHONE 1 3� CONTRACTOR'S MAILING ADDRESS ro Fireplace CONSTRUCTION LE ER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ y ly RT11 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUI_IINfy DESS 49- ��G�1 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 - Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. LOT SUBDIVISION NAME 7T7 L MAP Water piping 5.00 CIC) Each qas water heater or vent 5.00 1 9- V USE OF STRUCTUFIE SF ❑ Duplex❑ Mobilehome❑ Other w SPECIFY Gas piping system 1 - 5 outlets 5.00 , Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition p�f Remodel ❑ tilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 _ Main service ao0v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. cense No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contrac ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N , OR ADDNS. ACC. BLDGS. asci ft ' d NEW CONSTR. MULTI -OUTLET NO N.RESID 2,50 ea BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occu .1A1 30p OUTLETS OR FIXTURES .111030 Ex. Occup. OUTLETS P(RESID )FIXED APLNS. REAJ 2.00 Temporary service 10.00 , Mobile Home Facilities 15.00t- Misc. Wiring g 15.00 1 Permit Fee $ 1,4 It5:0 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ,)ir1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,.shouid you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating an Cooling g Hood 3.00 ` Ventilation Permit Fee $ Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in any way accrue sal7ount ' eInsequence of the granting of this against sa' ount i nsequence of the granting of this erm%' . X Date �_lo `'�� Signature of Applicant — Owner❑ Contractor ❑ Agentgoo- An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 01 $ TOTAL PERMIT FEE $ occuP. �-- JSCHOOLJF�TR;�PJ,,21 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Datelr_R—" V _e Receipt No. WHIT[-D.P.W., YELLOW -ADE DOR, PINK -INSPECTOR. GOLD ENROD-AP►LI CANT COUNTY Or` BUTTE DEPARTMENT'OF. PUBLIC WORKSr 7 COUNTY CENTER DRIVE OROVILLE, CAI-ki- �34-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 6656-79 for the following: Use Classification Garage for fire equipment Address or Location ` OncoW Rd., Conco 7 Group 'r-? occupancy; Type V-14 construction. It is hereby certified for the occupancy described above and may be occupied. Director of PublirWofks Date 7/14/83 B \ Y POST IN A CONSP4C000S PLACE (Over) AT'lCE A new Certificate of Occupancy Is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. COUNTY OP. BUTTE. DEPARTMENT OF.PUBLIC WORKS 7 COUNTY CENTER DRIVE 4w__ OROVILLE, CALIF. � 5 -CA -4541 CERTIFICATE OF OCCUPANCY This -building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1029-78 for the following: Use Classification Garage for Fire Equipment Address or Location Coneow Rd., COACOw Group F-2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. Date 7/14/80 Director of Public Works By POST IN A CONSPICUOUS PLACE (Over) f10TICE A new Certificate of Occupancy is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. ` - . t ♦ �,e, t v h r'-:r/=a-e;�r, r• �.. r_ _�.� t,:' _::. ,_ �3't.��,. {r�-,.,.;;�.y�; �f w.'!�z"k1i"i-;�.�rYi�;a.,'y+'i ` `4� y �'''. +LY; ;,:,� a,%,^-•..i�i5� "'1%:tvta .:,'t7► -i r't�.: .--, r. r tti COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER /b'" C�iit 7,E� Crif. (� f�i � Qk7� A. P. No.�1- Proposed Building Use Gry Bui~Idirig Inspector 40 Date At timeof permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have beensub _ 2. Plot plans in duplicat /tre rip chat ,signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plars. �4. Complete engineered plans and calcs, with wet signature on plans:Z��JQZf`�� 5. Plans with Energy Design Compliance Statement -.4" C• O("ZQW.4714A(1017 6. School District ''Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings.. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. .3x10. anitation approval from NO Health Dept. Planning approval for (A) Use:O_�SB) Parking: �^ d Le 12. Certificate of Workmen's Compensation Insurance. . . . . . ' 13. Contractor's License Information (no., name style, classif.) Owner -Builder Verification (Givert thowner❑, Mail to owner/iImprovements may be required. d. I4. r 16. Mobilehome Installation Data. . . . . . . . . . . . on for-, _ . Pre-Insperequest to p Required. - — - ---- q Building Inn spector (Date) 17. Pre-Insectifr �t 18. Recorded copy of Agricultural Acknowledgment Statement. 19.. Driveway Permit, 20. Plot plan approval from city of_ M n2 When i% you issue the permit/pr�oycess as follows: Mail to owner, Mail to contractor. Telephone /7/ and hold for pickup at06a-_office, Deliver w/inspector. Other Applicant "O Date / O ' Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior to_per�suance: (Circle new item not checked above). --- 1. Index permit for above items No. 2. Additional items required19(�ffr` 04CFC7ALV5 Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised c? above required data by—phone _mall—counter by date'` Plans checked by Pate Plans approved by Date Q__]!!jSets of plans on hold incabinet AP folder Copy—DPW TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner •) > cation AP# Plan Approved for: Sewage Disposal Water Supply Hold.final for: Water Supply Final clearance O.R.,for: W �te Supply Clearance for _ bedroom mobile home. Other L cd� NOTE *** Sanitarian e Its COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER=BUILDER VERIFICATION Attention Property Owner: Phone: 9167' Iiiiiiii".538.7841 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) (/ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 Contractors 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: Property Owner Social Security Nu ber Date �—� -�x NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. rM M cw ► D MC (his set of plans and, specifications MUST b. CtECC 2 xept on the job at all times and it is unlawful to M e any changes or aiterstions on same without ritten permisson from the Department of Public Works, County of BuW." R- vV1= vJQ2 �g Z 5by 4-. 632 7 3 61k- n a z 2 =-_3 c�`�So DOGE a 2� ;_Z3� -7 l`3>gs �s BUTTE C - OUNTY l«- �� ILDING DEPARTMENT 'i 1;IIA op ;a.e it: La 3� irr. high with ---,— a'ItGrmediate raifs to be not kfil'�YVC�E3Z (lU i-t� �cSiYu�P) ®0 2 �C(o" DF'IJO 1 t(o" Com. "Os ,I • 'i Ai:)ipnvpr ��� U " i 1 S MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 7/85 Bldg. Permit # OWNER &v, &O40 f-/gi4fO4R. D444r A.P. �� �S -7►g ,� Z A. GENERAL ng requirements (sideyar s , pecial conditions,lanniQ�a6pr�mal� Valuation. *C01mplete gnature by R.C.E., Architect or Building Designer. provements and drainage -�;*�_ Of rh;G; G , - b6 plot plan with dimensions, easements, other buildings, and other per- nent data. See previous permits and plans in file for expired permits, change of use, j�iolations, etc. i/ Flood hazard. B. OCCUPANCY REQUIREMENTS 1. Building use dug4 S nova" a04 Rz"Z_ 2. Occupancy Class _ 13 '.%-- Type of Construction 3. Building floor area (� O sq. ft. Occupant Load , yA 40-7 4. Total allowable floor area (poop sq. ft.. Basic allowable floor area dV1MVdP— sq. ft. Basis for increase "j 3q-b'a. y ompliance with occupancy group requirements (Chapters 6-12). ccupancy separations (Sec. 503)., **A- 11 '2�- 1�/. Area separations (Sec..505). Firewalls due to location on property (Sec. 504). 8!., -Maximum height requirements (Sec. 507:). :/Attic separations (Sec. 3205). /Ventilation and special hazards requirements (Chapter 6-12). ire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Jl:� Fire alarm systems (09 Sections of Chapters 6=12). �#- Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). wealth Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. -J.G,—Smoke detection system. 17—Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). 9 Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS k- Fire retardant roof coverings (Sec. 3202). ,_2--.- rapet walls (Sec. 1709). Toilet room floors and walls (Sec. 510). �4 Physically handicapped (per State Law). ? 5. Guardrails (Sec. 1711). b�. etailed types of construction requirements (Chapters 17-22). meq/ Proper roof pitch for roof covering (Chapter 32). 8. Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). -14D- Skylights (Chapters 34 & 52). .--iages and platforms (Chapter 39). nterior wall and ceiling finish (Chapter 42).. `Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) N. / all and ceiling coverings (Chapter 47)., k .lass and glazing (Chapter 54). Human Impact (Sec. 5406). Vol Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). :---Foam plastics (Sec. 1712). D TAIRS, EXITS, AND OCCUPANT LOADS L�1 General Exit Requirements (Sec. 3301 & 02) (Post occ, load, etc.). dumber of exits, width and locations (Sec, 3303). A--�Doors (Sec. 3304). -4 'Zorridors and exterior exit balconies (Sec. 3305). 4�tairways, rise and run, width, winders, and construction (Sec. 3306). -6-'*Horizontal exit (Sec. 3308). -f---Exit and smokeproof enclosures (Sec. 3309). -&. xit signs and illumination (Sec. 3313 & 14). .9isles and seating (Sec. 3315 & 16). _ 449. xits for occupancy.groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY MATERIALS. AND DETAILED REQUIREMENTS Complete plans sufficient to' show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, loor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State Law) & compliance statement on plans. -:"'Veneer (Chapter 30). _ --4- Chimneys and fireplaces (Chapter 37). ,.Sr- Plastics (Chapter 52). -6-.-'� Excavation and grading (Chapter 70). T'� Continuous or Special Inspection (Sec. 305). Factory or other certification. Soils or compaction data. �]r8� Noise regulations. CJI- _Footing reinf. Min. Two A bars (cont.). 14tiflwv y2 Engineering Calc(s) should include: ,(-A) Roof - Ceiling. ,(IK) Floor - Ceiling. (c) Foundation. v(d) Walls -- Large openings? (consider lateral). Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4)4 Connections thru-out. tf-}--Retaining Walls. �,�,� ,Oy p sGie/ ssro 40vrsco Ntaov 14 -2 Ar Al e5c) LT n X10 CJ.00 c� ti1`r��LS O. 4.cA o- = ZSI -SDC. LS i ® C.0 2� SRF L� k M �� l w 20 m . V LU66-�. IP L. . 24 1 �q2 --- / l 9..N � C.s�� 0 2 .fid � �c.� � Z ---- ► lc� Q- Sq41�R <AA ` \o 661 rm m C �C 4 Z K �o F -Me LM z Cgo �G Z $.Y196 -�j - r s� Z oC�&7.57= 2f C-1 Z m Z3 m LU 02 /zGl�10L11 G. P0141Jv w cL 14 Ufa /,*u L /7Cf OF CF�-1F /!_ 13���l��f ,O SSC-, Ur 22ow ��o L2) /kms v�M,+� � ��'�L �s �� ►��"� � C3� ���,5�"� C.D rn CAk)T(Law I v OF S( VAPS qV3 -S l k -.\i t --,a S RlEft(L " Cktd2- 04 ESS/pN (z -A fe Lu 020647 rTl m CC, C SLAtk.f�. �j C, 4c V I OF ,WD - �OF C�' -7/ 4z bra IN 4309 3 1 SO L .s- �r- y CJS- , � Sww C. v CLA r Y SM Top chord - 2X4 #1 F.L. Bot chord - 2X4 #2 F.L. WI - 2X4 F.L. Standard 24" * Roof pitch : Varies from 4/12 to 7/12 2: J4 12 2X' 24" 24" 24" J1 J2 J3 12 T J5 2-0-0 2-0-0 extensions as required, 4-0-0 maximum without cripples. Shim chord extension solid to til hip top chord. + Support and connection 3-0-0 by others. JA,JB,&JC'- 2X4 #2 F.L. 3 Match depth at J1 -J5 HIP RAFTER - HR 3,024,823 N i J1 I J2 I J3 I J4 I J5 H Truss Span PARTIAL FRAMING PLAN PLATIE TYPE A 1 p i n e FURNISH A COPY OF THIS DEMON TO ERECTION CONTRACTOR TRUSSA IMPORTANT:. ALPINE ENGINEERED PRODUCTS. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH THE "GLIA LITV CONTROL MANUAL" BY TPI ALPINE. CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN BEARING WIDTHS ARE A" NOMINAL UNLESS OTHERWISE SHOWN DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONSOF •NDS -66 AND TPI.B5OR PCT -60 EXTRERME'CAREE IN HANDLING. ERECTION AND BRACING. SEE "BWT-76" (BRACING WOOD TRUSSES: COMMENTARY AND RECOMMEN- DATIONS — *TPI). SEE THIS DESIGN FOR ADDI• TIONAL SPECIAL PERMANENT BRACING REQUIREMENTS UNLESS OTHERWISE SHOWN, TOP CHORD SHALL BE LATERALLY BRACED•• WITH PROPERLY ATTACHED PLYWOOD SHEA- THING. BOTTOM CHORD WITH RIGID CEILING OR BRACING AS SPECIFIED ON DESIGN. DO NOT USE THIS DESIGN WITH FIRE RETARDANT TREATED LUMBER .�•= •`: '• • ' �i.' - .,.-11�,, / /���±F��ri•,', b - _ �'"� ,•' •,+-,`_.:�-•,-.._.;..;' DESIGN CRIT, UBC TC LL: 16.0 PSF 14 • 0 TC DL: PSF BC DL: 5.0 PSF 35.0 TOT. LD:PSF DUR. FAC: 1 • 25 SPACING 24" O.C. 1 -TPt TRUSS PLATE INSTITUTE. NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, Scale=. 25 mw «zf:� Varies ! ItCh• 4/1l� TYPE: Detail 4 H Lumber: Southern Pine, Fir -Larch, Hem -Fir or MSR SPF DESIGN FOR RAKE OVERHANGS LOADING ALL PITCHES TCLL 20 psf TCDL 10 psf BCDL 1010 psf TOT. 40 psf DUR.FAC. 1.25 SPACING 24"o.c.' ,1450f -1.3E SPF or 'wl r a7 _..L..� 1.....1 ...�.. 1450f -1.3E SPF. or C7 U G7 Q �O U O Cl 0 0 "IME ETdGINEEREO PRQO'lIiTBQ YP1C. 3 o 0 0 0. o P.O. BOK 2225 0 0.09TRNW }— o o POMPHNO BERMsfLORIOR MOGI rao 0 0 0 0 L=3 y 305-781-3333 LL c---.oALP I E�=3 RAKE OVERHANUS ��L_=l C= c= y `=3 A103/D i . -- ---- - -- -- - ------ - - ,.-.. _ - - - - - -- .ter. ILumber to be as specified on truss design Level Soffit Detail For Slopes 2.5/12 & Grea Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1/8"xl" steel strap anchor.embedded in tie beam and - bent over Top Chord (Bottom Chord on cantilevered trusses) and secured with 3-16d nails. Other equiv- alent methods may be used. Soffit members over 36" long shall be fastened to a 2x4 treated ledger with framing anchor] ledger to be bolted to wall every 48" (every 24" for overhang greater than 48"). 36" Vertical with lx3's [12- 24" 1x3 1x6 or wedge with 1x6 2x4 1x3 wedge — 12" max. 98" 2x4 Sub -Fascia - *Block optional Shim Solid-, (Iryp. ) .. 2.5x4 Over 36" to 48" 1/4" clearance shim solid (typical) 72N r 2x4 2x4 or 2x3 3" to 24" *Block optional 1x3 2x4 Sub -Fascia 2.5x4 'shim isolid ( typ. ) x or x 1x3 Over 48" to 72" *Required With 2x3 Level Retur 1x3 4 r 2x max. ;him ;olid Over 24" to 36 (tyP ) Cantilever With Overhang & Level Soffit See Cant. Truss Design antilever Overhang Length 1 3x4 ; lx3's 1 x or x 1 36" 72" Max. 24" ax. 0 0 0 CC== 0 /� 0 cC:0 0 o ENGIIEERED PROOl1CTS, I14r. C= 0 0 0 0 0 o P.O. BOX 2225 ==C:3S fU`1[X7I� _ c o BZ -70 FLOFn 33061 I�E 0o OVERHANG D E.T A I LFZ1-33 s-7833cm o0 o o #A104 TRUSS C rutuusu a wrr or 'rias uGsa%.r4 XU rnrt_L_LkA1 �vwinn� avn BUILDING ENVELOPE SUMMARY •BUILDING ENVELOPE COMPLIANCE roject Designer: MICHNE-L MOONE`( Project Title: TRAINING PooM Project Address: 3595 5HUMI\N L&NE- Form 1 (NR -8/81) Documented by: Nt-^\LLP-,CI= Date: 3/17/bb Checked by: OFZOVILLF )CP\LIFORN(A Date: Permit Application Number: This form provides space to Insert summary data on the building envelope. Form 1 is used In con/unction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U -Value) and cooling (OTTV) design criteria compliance. SITE DESCRIPTION (from Building Location Data) Location Code Number Latitude Degree Days-heat/ng. Solar Factor, S.F. Cooling AT, ASHRAE ( design temp. - 789F) �Ic M05T A\CCUK.NTE � Cl -i MAST E DATP� 1. 1405-A .2.. � •8 3. 010, 4.2- (Q. 6. 19 HEATING DESIGN CRITERION Standard Proposed Uo w ._.......10 . -5-79 Uo w .-... _ 14 . 17-0 Uor.-»_..-.11. 09Z Uor_...........15. OS Uof.—_. 12. I0S Uof._..._..._19. _ 0a Maximum Proposed Allowable Uoverall_/ 3 • 7-1 Uoverall •---- t 7. ' I Z Line 17 must not exceed Line 13 Note Maximum Allowble Uoverall and Proposed Uoverail are calculated on Page 4 of Form 2. Note: For heated only buildings, Uor Is calculated for the proposedbuilding from Form 2 (Heated Only Building) using the value from Line 3e for the area of skylights and the value from Line 37 for the overall roof area. BUILDING DESCRIPTION (from plans) Occupancy Type Code Number e. 0+-7 (from Occupant Ratings for Buildings and Rooms) Gross Condltloned Floor Area. ft2 7, (04-0 Number of Floors e, NF - Average Gross Conditioned Area per Floor. ft.2 8a.Q—..t 0 Average Wall Height per Fioor,ft. 9. 8 (facing conditioned space) , COOLING DESIGN CRITERION Standard Proposed OTTVw.,,,-,_ 18. OTTVw..... __ 21. OTTVr,;,,,,,,19. OTTVr._.._ 22. Standard Proposed OTTV........... 20. OTTV........ .... 23. Line 23 i40 GOOLINCq must not �EQUIPE-D Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. Note: For heated and cooled buildings, OTTVr is calculated for the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from Line 27 for the overall roof area. The 5 percent exemption does not apply to any cooled buildings. ATERIALS-JATA FORM UILDING ENVELOPE COMPLIANCE ojoct Title: I RP.INING4 F,00N1 line 1;3+6 line 2+4+6 a w " 179 ��Co 0 9• .Zo -}: lin• 8 line Btu/hr-I12-OF NO COOL I tilt RE-QU 1 REP Form 2 (NR -8/81) Data: 3/1-7188 COOLING DESIGN CRITERION Wall Surface Summer TQeq Total Type Area, It 2 U -Value Btu/hr. Type 1 HEATING DESIGN CRITERION x Nall Surface Winter MCF Total `ypa Area. 11-2 U -Value a Btu/hr-PF ype 1 71 Sx• 0 9 1 a &4- ■ ,x Type 4 % x ypa 2x x a ypa 3 x x-_. ■ ype 4 x X ype 6 x— x ■ Awall 10. tole) 'wall 1 ��� Total 2. (104' Door Surface Summer TDeq ,oar Surface Winter MCF Total ype Area, 112. U -Value Btu/hr Btu/tui-OF ype 1 Coo x . 53 x�., a 3 Z ype 2 —X —x X ype 3 —X- X Type 3 x Dial otal door 3' ��� ■ Total '4. 32- lezinp Surface' Winter Total ype Area, It 2 U-Valluue Btu/hr-PF ype 1 I_Z� x 13. Glazing ype 2 ._.__ x Summer AT Total ype 3 x U -value ot.l `= Type 1 Total e. 83 alndow Type 2 x otal. 7. 89 Total l 79 ow 112 Heating 8. x line 1;3+6 line 2+4+6 a w " 179 ��Co 0 9• .Zo -}: lin• 8 line Btu/hr-I12-OF NO COOL I tilt RE-QU 1 REP Form 2 (NR -8/81) Data: 3/1-7188 COOLING DESIGN CRITERION Wall Surface Summer TQeq Total Type Area, It 2 U -Value Btu/hr. Type 1 x x ■ Type 2 x x a Type 3 x x ■ Type 4 % x x a Type 6 __x x ■ Total Awall 10. �—� Total 11. Door Surface Summer TDeq Total Type Area. 112 U -Value Btu/hr Type 1 x x a Type 2 X X a Type 3 x x ■ Total Adoot' 12. Total 13. Glazing Surface SF SC Summer AT Total Type Area. 112 U -value Btu/ hr Type 1 _ _ x C x +(—x Type 2 x ( x t( x_.��= Type 3 x (—X—)+( ll Total. Awindow4• Total 16. Total Aow 18. 112 - line 10+12+14 OTTVW o + a line 17 line 18 Total Coailing.l7. line 11}1346 18. Btu/hr-112 e'2 001, MATERIALS 1j ATA FORM (Heated Only Building) Project Title: TW -AJ N 1 t46 FZOOM HEATING DESIGN CRITERION Note: Skylight areas up to S percent of the gross ceiling or roof arse are exempt from the Uor calculation for heated only buildings. Roof Surface Winter Total' Type Area. ft2 U -Value Btu/hr-PF Type 1 &4-0-x .OS . Type 2 x ■ Type 3 —X— Total x Total -& 4-0 A 33. opaque root Skylight Surface Winter Type Area. it? U -Value 32 - Total z..Total 34. 32 - Total ZTotal Btu/hr-PF. Type 1 x ■ Type 2 x • Total A 36.E Total 38. skylight Total 37.. 64-0 ft2 Aor One 33}35 Skylight Exempt - Ion 38. = ft2 One 35 x .05 Total Btu/hr-PF A 38. —� — ft2 x _ � T (0+100 40. skylight One 38 pne 37 adjusted One 35-38. or zero, whichever Is greater. Total A 41.L±Q—ft2 opaque roof One 334.39 adjusted IL Total 3 Z Heating 42. nnu J9jYV Uor Q 32- T <040 r. line 42 One 41 ---N Page 3 of Form 2 Date:3 43. • 0S Btu/hr-tl`-"F MATERIALS D^ FORM Project Title: _THIN ING fzootM HEATING DESIGN CRITERION Floor Surface Winter Total Type Area. It 2 U -Value Btu/hr-°F Type t Y- D S e S I Type 2 x = Type 3 tt b Type 4 It __ •• Total Total Alloor44. 640 It2 Heating46. S Vol =, �J ( _ S0L'-0 .d Qne 45 line 44 Btu/h flZ-°F r OM% ,ems Page ti of Form 2 Date: _3/17/85- eo 1 . � 2 cc PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Wa Sketch of Construction Assembly , Form 3 List of Construction Components R -Value 1. 1/211 PLYM .62 2. R-11 F IE ERG ASS FATTS 11 3. 1/2" GYP a1 E -45 4. 5. 6. 7, 8. Framing type: FOOD Outside Surface Air Film z -17 Coad ing Heating Inside Surface Air Film -68 -68 S ize: 2 " X 4" Cook ing Heating Spacing: 16 " O,C. Total Thermal Resistance (RT) 13.00 12.92 Framing Factor = 1.13 Cooling Heating -Value (1/R T) .08 .08U Wo I I : Area 715 ft Coon wing We i ght z 14 lb/ft Adj tsted U -Vo I ue .09 .09 ICF '1.0 TD eq 44 PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 Roof- ! Weight -(04-0 Z 11 Ib/ft 1 2 3 4. 5 Sketch of Construction Assembly Franing type: WOOD S ize: 2 " X 4 " Spoc ing: 24 " O.C. Franing Factor = 1.13 Roof: Area ft 2 Weight -(04-0 Z 11 Ib/ft M, 1.0 AC .79 Is o ns ruc Ion ponen - o ue 1. COBS IT ION SN 114GLES .21 2. 5/8" CDX PLYWOOD .78 3, AIR SPACE > 4" .80 4. R-19 F IBcGIASS FATTS 19 5., 1/2" GYMl EM .45 6. 7. 8. Outside Surface Air Film M -17 Cooling Heating ns ide Surf oce A it F i Im .76 .62 Coaling Heating Totol Thermol Resistance {RT) 22.25 22.03 Cooling Heating U -lo l ue (1/R) T •% •05 Coo ng Heati� Adj usted U-Va I ue .05 .05 PROPOSED CONSTRUCTION ASSEMBLY FormBUILDING EM/ELOPE COMPLIANCE 3 Floor - 1 2 3 L ist of (/%+r t' Com is G) -A/ I ns UL,Ion ponen a ue 1. 3/4" PLYM .93 2. AIRSPACE >4" B 3. R-11 FIEERGASS FATTS 11 4. I ns ide Surf ace A it F i Im - 5. Size: 2 , X , 6. Coo Iing Nesting 7. O.C. Total Thermal Resistance (RT) 8. 13.51 r Sketch of Construction Assembly Framing type: WOOD Outside Surface Air Film -25 -17 Cooling Heating I ns ide Surf ace A it F i Im .92 .61 Size: 2 , X 10 Coo Iing Nesting Spacing: 16 O.C. Total Thermal Resistance (RT) 13-90 13.51 Cooling Heating Framing Factor = 1.07 U V alue (1/R) T . 07 .07 _ Floor: Area � �4O ft 5a 1 irg Heating Adjusted U-Va I ue .08 .OB DOCUMENTATION FORM HVAC SYSTEMS COMPLIANCE (Complete for each system) Project Title TP -Ai N I N G Rio O M 3595 5HU AN LNNE Location ORO\/I LLE 3 CA, LI FOjZN I/-\, Project Designer M I CN PSE L M OO N EY DESIGN CONDITIONS Form 4 ( Rev. 1 5/78) Documented by DVA Date 5/17 S 8 Checked by Date Building occupancy type (Table 1 of Appendix 1) ........ 0+7 Project Latitude (Table 2 of Appendix 1) .............. 39 . a Heating Degree Days (Table 2 of Appendix 1) ........... 4-0 1 Q HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ................ Z0 °F Indoor Design Temperature,. .. .... .......... 7o OF Outdoor Air. ��3.0??. �� l� ��.- f 13 CFM \ �I.$��I �'J�1,�4���50�.- 6 .Heat Loss From Outdoor Air..• 1 O Z Btu/Hr. Temperature of adjacent unheated spaces...... .. 7-0°F Transmission Heating Losses �� 1�6�C �Z��sp� - .... 15 0'5(Q Btu/Hr. Infiltration Air I?Q•.." J�, 4-3 .(.�... Heat Loss From Infiltration.( -90. _Xt;X'?S 9)CO) 2-32-2. CFM =.. Btu/Hr. Ventilation Air . — CFM Heat Loss From Ventilation ...................... — Btu/Hr. Outdoor Air for Special Processes ................... — CFM Heat Loss From Process Air ....................... — Btu/Hr. Other Heat Losses (describe) ...................... —' Btu/Hr. Total Heat Losses ............................. 1 ,480 Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) NO COOLING, REQU 1 REP Outdoor Design Temperature, summer, dry bulb......... OF Outdoor Design Temperature, summer, wet bulb:........ OF Indoor Design Temperature, summer, dry bulb .......... OF Indoor Design Temperature, summer, wet bulb .......... OF Transmission Heat Gain ......................... Btu/Hr. Infiltration Air ............................ CFM Heat Gain From Infiltration ...................... Btu/Hr. Outdoor Air for Special Processes ................... CFM Heat Gain for Process Air ........................ Btu/Hr. Solar Heat Gain Through Windows, etc ................ Btu/Hr. Heat Gain From Lights, Equipment, People, etc.......... Btu/Hr. Heat Gain From Other Sources .................... Btu/Hr. Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) ..... CFM/Pe}son Heat Gain From Outdoor Air ................ Btu/Hr. Page 2 of Form 4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) CFM/Person Heat Gain From Outdoor Air ................. Btu/Hr. Total Cooling Load ............................ N/A Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) • capability to sequence heating and cooling ................................... N/A • temperature control device set point limits .. ..............ATTACHED SN EET MOTE =W - temperature temperature set point range between full heating and full cooling .................... • setback and shutoff controls ............................................ N OTE • capability to terminate heating at 70°F and cooling at 78°F ....................... N_ OT Indicate drawing or specification reference where the temperature control device requirements given below are,documented. An automatic temperature control device shall be provided for: C �• each separate HVAC system NOTA • each zone......... .............................................. SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems ..................... ' `L! • Automatic reset of heating temperature, to limit energy input only to that N level to offset heat loss due to transmission and infiltration ....................... . Reheat systems — give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air 1 supply to the highest temperature level of the zone requiring the most cooling ........... A 9 Single zone reheat systems shall be controlled to sequence heating and cooling ........... Page 3 of Form 4 Dual -duct or multizone systems — give reference specifications page or drawing number which will show compliance with •, the following: REFERENCE • Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating .................. • Cold deck temperature — must be automatically reset to the highest �/� temperature necessary to satisfy the zone requiring the most cooling .................. Recooling systems — give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest N /A temperature necessary to satisfy the zone requiring the most heating .................. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used — List type of system to be used here (include all systems for heating or cooling in the building) a include reference for specifications for each system. ONE L.P. CAS IrlF\L.L• FUIzMACE. ArFFRoYED F3`( THE - e_- f,PPLIANCE EEFIGIEt�1C`( 51iNNDLRF22, TWO HE&T LIMP T`(PE HF-NTERS - ONF- IN ENCH SHo NEI, - -THF-5E- N ILL PROVIDE_ LESS THAN 10?o OF THE NNNU!'%L_ HEATING ENEPSG`f PIE QU I REM ENT. Constant volume reheat system — when serving both interior and exterior zones — separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE N /A il— Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE Economizer Cycle — For each cooling fan system, for other than dual -duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE NZ Electric Resistance Heating Systems — These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE N /11\ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation — Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE A Gravity Ventilators — Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE N /?%, POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity ............................................. CFM TotalPressure of Supply Fan ........................................... Inches water Total Supply Air Quantity Adjusted for Process Loads ........................... CFM Total Gross Floor Area.... ....:....................................... Sq. Ft. Net Fan Performance Index (FPI►......................................... Variable volume system Total Supply Air Quantity at Maximum Flow ................................. Total. Pressure of Supply Fan at Maximum Flow ............................... inches water Total Gross Floor Area .................. ............................. Sq. Ft. Fan Performance Index at Maximum Flow(FPIm).............................. CFM Variable Volume Adjustment Constant ..................................... ` Adjusted Fan Performance Index, FPla . Page 5 of Form 4' Jr~ PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: ATTACH E '5 H F— ET REFERENCE NOTE *-- Z DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE Project Title TI2�A(K i N F C)QM 3595 SHUMA L_NNE Location O (ZO V I L L E.) CA L_ I FO FZN IA-, Project Designer M 1 C 14 A E L_ M OO N E`( Form 5 Documented by Date 3 7 SS Checked by Date Room Room RCR Task Areas Note Sq. Ft. No. . Sq. Ft. Total Watts Allotted Design No. Sq. Ft. Appl. /Occ. Occ. /Task Sq. Ft. /Sq. Ft. Watts Watts 1 545 0-S TRAI N 1 F4 P,s up 3s _ IF -T 1545 1.0 545 4-80 Z 1% 5-1- sHOWECZ3 _ I I 17 7-7 loO 3 17 5 �- SNoWER354- — I I 17 1.6 7-7 C00 4 q Sfi 3 zq .4- + - o- I I I I I I I ' I I I I I I I I I I I I I . I I I I Page Total (D 0 3 (D 00 DOCUMENTATION FORM & HVAC EQUIPMENT COMPLIANCE Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment— ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr N �Z�s Minimum EER (COP) Reference Heat source (check one) Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) Reference IF Minimum combustion efficiency at , maximum rated output S �o Reference NIFtZ�S DATA Minimum EER (COP) I �� Reference Supplementary Heater Control Reference REFERENCE FOR FULL -LOAD ENERGY N /N INPUT AND OUTPUT "' REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, ATTACHED SHEET FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) NOTE 3 SPECIFICATION REFERENCE DOCUMENTATION FORM DOCUMENTATION OF MANDATORY STANDARDS FOR ENERGY BUDGET COMPLIANCE Form 14 Attach for reference manufacturers data or give specification section or drawing number which shows in detail the compliance with the following standards (show N/A when not applicable). 1. T20.1495(c) Air Leakage Requirement, Window 2. T20 -1495(d) Air Leakage Requirement, Doors 3. T20 -1495(e) Caulking and Sealing 4. T20.1495(g) Elevator Shaft Vents 5 T20 -1503(a) Temperature Control 6 T20 -1503(b) Zoning for Temperature Control 7. T20 -1503(c) Control Setback and Shutoff 8. T20-1505 Mechanical and Gravity Ventilation 9. T20.1507 Piping Insulation 10. T20-1508 Air Handling Duct System Insulation 11. T20-1509 Duct Construction 12. T20 -1521(a) Water Heaters, Storage Tanks, Boilers and Piping — Performance Efficiency 13. T20 -1521(b) Combination Service Water Heating/ Space Heating Boilers 14. T20 -1521(c) Temperature Controls 15. T20-1523 Pump Operation 16. T20-1530 Electric Distribution Systems 17. T20 -1541(b) Lighting Standards ATTACHED SHEET Reference N OTE `}— Reference N 0T E 5 Reference NOTF— Reference Reference N OTS 4 I Reference N/^ Reference N OT ' # Reference Reference NOTE Z Reference �1 Reference Reference Irl DTE -% Reference __ N l±S Reference _ N OTE -14- 7 Referencc N /N Reference Reference E C, PL.I"-,I'I PROJECT DESIGNER: Michael Mooney TITLE: Training Room & Wash Up Facility Golden Feather Volunteer Fire Company ADDITIONAL ENERGY CONSERVATION REQUIREMENTS: 1. TEMPERATURE CONTROL: Selected thermostat must comply with section T20-1503 of the Energy Conservation Design Manual for New Nonresidential Buildings. Setback thermostat must have temperature control setpoint limits and be capable of terminating heating at 706 F. 2. PIPING INSULATION: All piping insulation shall comply with section T20-1507 of the Energy Conservation Design Manual for New Nonresidential Buildings. 3. HVAC EQUIPMENT MAINTENANCE: Suppliers of HVAC equipment must show compliance to sections T20-1516 and T20-1517 of the Energy Conservation Manual for New Nonresidential Buildings. 4. AIR LEAKAGE REQUIREMENT, WINDOWS: All metal windows shall show conformance with A.N.S.I. Standard A134.1-1972. 5. AIR LEAKAGE REQUIREMENT, DOORS: -All exterior doors shall be weatherstripped. (T20 -1495(d)) , 6. CAULKING AND SEALING: All exterior open joints shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. (T20 -1495(e)) 7. WATER HEATER: Selected water heater shall be certified by the California Energy Commission. BUILDING ENVELOPE SUMMARY Form 1 BUILDING ENVELOPE COMPLIANCE (NR -8/81) roject Designer: MICHAEL. MOONE`( Documented by: r,>• H/-\LL/\CE. Project'Title: TRAINING ROOM Date: 3/17/5& Project Address: 3595 SHUMA\N L&NE. Checked by: OFZO V I I_ L F_ ) CP.L I FO RN (A Date: Permit Application Number: This form provides space to Insert summary data on the building envelope. Form 1 Is used In conjunction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U -Value) and cooling (OTTV) design criteria compliance. A 01 SITE DESCRIPTION —� (from Building Location Data) .7-0 Location Code Number 1. 1 (OBJ Latitude 2. , 59,5 Degree Days -heating. 3. +010 Solar Factor, S.F. 4. 1 Z(0 - Cooling LT, ASHRAE g, Average Gross Conditioned Area (design temp. - 789F) per Floor, M2 * M05T A\r_Cof�-NTE Average Wall Height per Floor,ft. L C 1- I NtRT E UAT , (facing conditioned space) HEATING DESIGN CRITERION Standard Proposed Uo w .--. 10 . -5-79 Uo w ._..._— 14 . .7-0 Uo r ._--.._. 1 1. • 09 z Uo r _.__.._ is 06 Uof:,..�.. 12. 105 Uof.r...._. -19. _ b Maximum Proposed Allowable Uoverall--13- % ( Uoverall •_..17. • Z Line 17 must not exceed Line 13 Note: Maximum Allowbis Uoverall and Proposed Uoverall are calculated on Page 4 of Form 2. Note: For heated only buildings, Uor Is calculated for the proposed building from Form 2 (Heated Only Building) using the value from Line 39 for the area of skylights and the value from Line 37 for the overall roof area. BUILDING DESCRIPTION (from plans) Occupancy Type Code Number e. Q+% (from Occupant Ratings for Buildings and Rooms) Gross Conditioned Floor Area, ft2 7, (04-0 Number of Floors e, ONE. Average Gross Conditioned Area per Floor, M2 8e.(19 Average Wall Height per Floor,ft. 9. S (facing conditioned space) COOLING DESIGN CRITERION Standard Proposed OTTVw...... _ 1e. OTTVw,,,,,__ 21. OTTV r,,;,,,,,,19. OTTV r„_„_ 22. Standard Propposed OTTV ........ _. 20. O7TV....... » . 23. I�10 GOOLINGI must not exceed �EQUI RED Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Paye 4 of Form 2. Note: For heated and cooled buildings, OTTVr Is calculated for the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from Line 27 for the overall roof area. The S. percent exempflon does not apply to any cooled buildings. ATERIALS.-,.BATA FORM JJLDING ENVELOPE COMPLIANCE oJoct Title• TfZA1N1N6j PoOM line iia+6 line 244+6 ow • 179 b { & o g. . 20 line 8 line Btu/hr-112-OF Form 2 (NR -8/81) NO COOL 1 r`lG REQUIRED Date: 3/17/8,5 COOLING DESIGN CRITERION Wall Surface Summer TDeq Type Area. ft 2 U -Value Type 1 x x . Type 2 —X—X-- Typo xvType 3 x x . Type 4 ` x x a Type 6 x x • TQ.tal Awall 10. Door Surface summer TDeq Type Area. f12 U -Value Total — Btu/hr Total 11. Total Btu/hr Type 1 HEATING DESIGN CRITERION Wall Surface Winter x MCF Total �yPe Area. 11.2 U-Vallue x Btu/hp-PF i yQe 1 -715 x -1 x l o &4 - Total , Glazing surface type 2 x Total X Area. f12 .ype 3 x Type 1 x __. yPe 4 X X --= x ype 6 .—_x— x X.__• x Fatal `wrall 1. Total Total Total 2. Co�T A 4' - Total 16. loaf surface Winter MCF Total ype Aroa. 112• U -Value Btu/hr-OF yPe 1 '<00 x .15-:5 x_in 3Z ype 2 x x yPe 3 x x o alai 'door 3' (00 Total '4. 3Z fazing' surface' Winter Total yPe Area, 1t2 U -Yalu• Btu/hr-OF ype 1I_ Z) x ype 2 vPe 3 x . otal ' (� Total I. Pj3 ortndow otal. 7• Q (D 8� Total 179 ow ft2 Heating 8. line iia+6 line 244+6 ow • 179 b { & o g. . 20 line 8 line Btu/hr-112-OF Form 2 (NR -8/81) NO COOL 1 r`lG REQUIRED Date: 3/17/8,5 COOLING DESIGN CRITERION Wall Surface Summer TDeq Type Area. ft 2 U -Value Type 1 x x . Type 2 —X—X-- Typo xvType 3 x x . Type 4 ` x x a Type 6 x x • TQ.tal Awall 10. Door Surface summer TDeq Type Area. f12 U -Value Total — Btu/hr Total 11. Total Btu/hr Type 1 —_xx Type 2 x —X—= TYPO 3 x x Total Adoor' 12. Total 13. Glazing surface SF 8C Summer AT Total Type Area. f12 U -Value Btu/ hr Type 1 Type 2 x )+( x Type 3 x T x Total A 4' - Total 16. Total Aow 16. ft2 line 10+12+14 OTTVw c + a line 17 line 1 .g t2 Total dooling.17. /Ina 11+13t16 18. ! ! Btu/hr-ft2 I MATERIALS DATA FORM (Heated Only Bullding) Project Title: TIZF'I N 1 W3 ROOM HEATING DESIGN CRITERION Note: Skylight areas up to 5 percent of the gross calling or roof ares are .exempt from the Uor calculation for heated only buildings. Roof Surface Winter Total' Type Area. ft2 U -Value Btu/hr-PF Type i x •OS Type 2 -X — Type 3 —X— Total x Total X04-0 A 33. opaque roof SkyOght Surface Winter Type Area. ft? U -Value 32 - Total ZTotal 34. 3 Z Total Btu/hr-OF Type 1 x ■ Type 2 x Total —0 — A 35.E Total 3e. skylight Total (� 4-O ft2 Aor 37.. Ane 33}35 Skylight Exempt - Ion 38. /t2 Ane 35 x .05 Total Btu/hr-OF A 39. -� - ft2 x _ - (D+O Q 40. O skylight floe 36 T One 37 adjusted One 338. or zero, whichever Is greater. Total Total A 41. 112 Heating 42. 3Z opaque root Ane 33439 l/ne 34440 adjusted Page 3 of Form 2 Date: 3Z LO TO c 43. • OS U or r line 42 #ne 4 f Btu/hr-ft2-OF MATERIALS D^ FORM Prolect Title:'_TrLAININ6 ROOM A"% Page ti of Form 2 Date: _3/17/88 HEATING DESIGN CRITERION Floor Surface 2 Winter Total Type Area. 1t U-Valuute Btu/hr-OF Type 1 O Y S s S Type 2 __ : Type 3 t e Type 4 .Total Afloor44. 64"0 112 Total Heating46. S UCf s %+O s .V. One 46 One 44 Btu/hr-I!w A"% Page ti of Form 2 Date: _3/17/88 i z . x a PROPOSED CONSTRUCTION ASSEMBLY Form 3 BUILDING ENVELOPE COMPLIANCE Sketch of Construction Assembly Framing type: WOOD S ize: 2 " X 4" Spac ing: 16 " O.C. Framing Factor = 1.13 Wo I I: Area 715 ft 2 Weight Z 14 Ib/ft ICF 1.0 TD eq 4 List of Construction Components RVolue 1. 12" PLYM .62 l 2. R-11 F IBITGIASS BUTS 11 3. 1,1711 GYP-UuI BOARD .45 Outside Surface Air Film .25 4. 5, Heating 6. -68 7. 8. Heating Outside Surface Air Film .25 .17. Coo Iing Heating Inside Surface Air Film -68 -68 Cao I ing Heating Total Thermal Resistance (Rr) 13.00 12.92 Cool ing Heating U Value (1/R) M •OB r coa ng ng Adj usted U -Vo I ue .09 .09 PROPOSED CONSTRUCTION ASSEMBLY Form 3 BUILDING ENVELOPE COMPLIANCE Rod- oo f-1 40 ft 2 Weight Z 11 Ib/ft —TO— 12 3 4 5 L isto f Cot t' Com is R V Sketch of Construction Assembly Framing type: WOOD Size: 2 " X 4 " Spac ing: 24 " O.C. Framing Factor = 1.13 Roof : Area 40 ft 2 Weight Z 11 Ib/ft —TO— M, 2. A c 39 ns ruc ion porn - a ue 1. CUBS IT ION SH 114ES .21 2. 5/81' CDX PDM .78 3. A I R SPACE > 4" .80 4, R-19 FIS ASS FATTS 19 5, 1/2" GYPSLM EM .45 6. 7. 8. Outside Surface Air Film I ns ide Surface A it F i Im Total Thermal Resistance (RT) U Value {1/RT) Adj usted U -Vo I ue .25 .17 Coo Img Heating .76 .62 Cooling Heating 22.25 22.03 Cooling Heating .04 .05 CooFing Heating .05 .05 PROPOSED CONSTRUCTION ASSEMBLY Form 3 BUILDING NVELOPE COMPLIANCE Floor - is o ns ruc ion ponen - alue 1. 3/4" PLYW .93 2, AIR SPA(E > V •80 3. R-11 F I09 -ASS MTTS 11 4. Inside Surface Air Film - 5. Size: 2 " X 10 " fi. Caving gating 7. " O.C. Total Thermal Resistance {Rr) 8. 13.51 Framing Factor Sketch of Construction Assembly Framing type: WOOD Outside Surface Air Film .25 -17 Coo ing Heating Inside Surface Air Film .92 .61 Size: 2 " X 10 " Caving gating Spacing: 16 " O.C. Total Thermal Resistance {Rr) 13.90 13.51 Framing Factor = 1.07 Cool ing Heatirg U -Value (1/Rr ) .07 .07 Floor: Area 40 ft 2 coo peat Adjusted U -V61 ue .08 .08 DOCUMENTATION FORM HVAC SYSTEMS COMPLIANCE. (Complete for each system) Project Title T{ZAI N 1 N G Room 3595 SHu AN LP\NE Location O 1 OV I LLE t C/\L I FO jZN I A, Project Designer M I CN NE L M 00N E`( DESIGN CONDITIONS , Form 4 (Rev. 1 5/78) Documented by T-1) W Date ZJ 1 % S S Checked by Date Building occupancy type (Table 1 of Appendix 1) ........ 0+7 Project Latitude (Table'2 of Appendix 1) .............. 39 . a Heating Degree Days (Table 2 of Appendix 1) ........... 4-0 1 O HEATING LOAD DOCUMENTATION (Attach calculations) OF Outdoor Design Temperature, summer, wet bulb......... Outdoor Design Temperature, Winter ................ 2-Q OF Indoor Design Temperature,. .................. % O OF Outdoor Air. ��'.S.0??. �� l� L�� -\.\. I (�J CFM Heat 91.�T,r�l ?���O��rS�.! G Outdoor Air for Special Processes ................... Loss From Outdoor Air..• - 10 Z Btu/Hr. Temperature of adjacent unheated spaces...... ZO • OF Transmission Heating Losses �1?/j6�C• �Z��J`O�' .... 13 OS Btu/Hr. Infiltration Air .65N -P .6.0(.�0' 43 CFM Heat Loss From Infiltration.( -PO. Xt4 XkQ)00 0) z.. 2 3 Z Z Btu/Hr. Ventilation Air . — CFM Heat Loss From Ventilation ...................... —" Btu/Hr. Outdoor Air for Special Processes ................... CFM Heat Loss From Process Air ....................... — Btu/Hr. Other Heat Losses (describe) ...................... Btu/Hr. Total Heat Losses .............................. 2.1 X480 Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) NO COOLING REG U(P—Ep Outdoor Design Temperature, summer, dry bulb......... OF Outdoor Design Temperature, summer, wet bulb......... OF Indoor Design Temperature, summer, dry bulb .......... OF Indoor Design Temperature, summer, wet bulb .......... OF Transmission Heat Gain ......................... Btu/Hr. Infiltration Air ............ ................. CFM Heat Gain From Infiltration ...................... Btu/Hr. Outdoor Air for Special Processes ................... CFM Heat Gain for Process Air ......................... Btu/Hr. Solar Heat Gain Through Windows, etc ................ Btu/Hr. Heat Gain From Lights, Equipment, People, etc.......... Btu/Hr. Heat Gain From Other Sources .......i ............ Btu/Hr. Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) ..... CFM/Person Heat Gain From Outdoor Air ................ Btu/Hr. Page 2 of Form 4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Pet Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) CFM/Person Heat Gain From Outdoor Air ................ Btu/Hr. Total Cooling Load ............................ N Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page Corr sheet No.) • capability to sequence heating and cooling.................N ...... /A • temperature control device set point limits ................ ATTACK ED Shl EET KOTF— # • temperature set point range between full heating and full cooling .................... — I � ` • setback and shutoff controls ............................................ i DYE • capability to terminate heating at 70°F and cooling at 78°F ....................... N C)TE 4— Indicate Indicate drawing or specification reference where the temperature control device requirements given below are,documented. An automatic temperature control device shall be provided for: • each separate HVAC system ............................................. NOTE • each zone.......................................................... SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems ..................... N`L! L— • Automatic reset of heating temperature, to limit energy input only to that N level to offset heat loss due to transmission and infiltration ........................ Reheat systems — give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling ........... • Single zone reheat systems shall be controlled to sequence heating and cooling ........... Page 3 of Form 4 Dual -duct or multizone systems — give reference specifications page or drawing number which will show compliance with the following: REFERENCE e Hot deck temperature — must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating .................. Cold deck temperature — must be automatically reset to the highest I temperature necessary to satisfy the zone requiring the most cooling .................. ' `� Recooling systems — give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. Controls must automatically reset the temperature of heated supply air to the lowest A temperature necessary to satisfy the zone requiring the most heating .................. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used — List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. C ONE L.P. CA5 "P".L1_ FUFZNACE AFPRO\/Er,> i3`! THE CEC /�PPLIPtNGE EFFIGIERCN-( STP�NDAPD�, TV40 "HE&T LRMP " _NPE HENTF-RS - ONF- IN EACH 5HO NEP — -THESE.. N ILL PROVIDE LESS TH#,N 10 %o OP THE NNNU16% L_ HI=ATIN_G ENEKGi"f REQU I REM E NT. Constant volume reheat system — when serving both interior and exterior zones — separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE N /A Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE Economizer Cycle — For each cooling fan system, for other than dual -duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE N/16-\ Electric Resistance Heating Systems — These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE N MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation — Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE Gravity Ventilators — Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity .............................................. CFM Total Pressure of Supply Fan ........................................... Inches water Total Supply Air Quantity Adjusted for Process Loads ........................... CFM Total Gross Floor Area ................................................ Sq. Ft. Net Fan Performance Index (FPI►......................................... Variable volume system Total Supply Air Quantity at Maximum Flow ................................ . Total Pressure of Supply Fan at Maximum Flow .............................. Inches Water Total Gross Floor Area........ ...................................... Sq. Ft. Fan Performance Index at Maximum Flow(FPI m) .............................. CFM Variable Volume Adjustment Constant ..................................... Adjusted Fan Performance Index, FPIa Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, Juct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: A\T T&C R E P --5H F- ET REFERENCE NOTE 14— 2- Af-. DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE Form 5 Project Title _ TRAI K I fel G ROOM Documented by D� 3595 5HuMPA LNNE Location O fZ0 V I L L E. � CA L. I FO R -N IA,, Date 3/17/58 Project Designer MIC HSE L-- M oc)N E`( Checked by Date Room Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Design No. Sq. Ft. Appl. /Occ. Occ. /Task Sq. Ft. /Sq. Ft. Watts Watts I s4s o -s TF7,NNINCZ/—�— �s UP 3S4-— 1 — --F 154s I.0 s4S 480 Z 1-7 S+ sHOIn1EFZ3 — I I 17 1.& Z7 GO 3 17S �- sNoWElZ354 — I 117 .1.6 Z7 C00 q- 9 st c�osET 1 I' I I I I 1 1 1 I I Page Total (D 0 3 (D 00 DOCUMENTATION FORM & HVAC EQUIPMENT COMPLIANCE Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING Standard rating capacity, Btu/hr N fid SYSTEM EQUIPMENT Minimum EER (COP) Reference ABSORPTION WATER CHILLING Heat source (check one) COOLING SYSTEM EQUIPMENT Direct fired (gas -oil) Indirect fired (steam -hot water) Minimum EER (COP) Reference aCOMBUSTION HEATING EQUIPMENT Minimum combustion efficiency at —75070 (Oil and gas-fired comfort maximum rated output heating equipment— Reference MF(Z�S DATA ELECTRICALLY OPERATED HEATING Minimum EER (COP) HEAT PUMPS Reference Supplementary Heater Control Reference N /� ELECTRICAL RESISTANCE SPACE REFERENCE FOR FULL -LOAD ENERGY HEATING EQUIPMENT INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, ATTACHED SHEET FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) MOTE 3. SPECIFICATION REFERENCE k DOCUMENTATION FORM Form 14 DOCUMENTATION OF MANDATORY STANDARDS FOR ENERGY BUDGET COMPLIANCE Attach for reference manufacturers data or give specification section or drawing number which shows in detail the compliance with the following standards (show N/A when not applicable). ATTR CVA ED SH SET NOTE + 1. T20 -1495(c) Air Leakage Requirement, Window Reference 2. T20 -1495(d) Air Leakage Requirement, Doors Reference - NOT E- S 3. T20 -1495(e) Caulking and Sealing Reference NOTE (o 4. T20 -1495(g) Elevator Shaft Vents Reference N//6- 5 T20 -1503(a) Temperature Control Reference N 0TE=- 6 T20 -1503(b) Zoning for Temperature Control Reference N/^ 7. T20 -1503(c) Control Setback and Shutoff Reference F- 8. 8. T20.1505 Mechanical and Gravity Ventilation Reference N /A",. 9. T20-1507 Piping Insulation Reference NOTE Z _ 10. T20.1508 Air Handling Duct System Insulation Reference 11. T20.1509 Duct Construction Reference It 12. T20 -1521(a) Water Heaters, Storage Tanks, Boilers and Piping — Performance Efficiency Reference N OTE -% 13. T20 -1521(b) Combination Service Water Heating/ Space Heating Boilers Reference Nle 14. T20 -1521(c) Temperature Controls Reference No -TF- -#-7 15. T20-1523 Pump Operation Referencc N /,A,, 16. T20.1530 Electric Distribution Systems . Reference 17. T20 -1541(b) Lighting Standards Reference E C, PL-Nt A PROJECT DESIGNER: Michael Mooney TITLE: Training Room & Wash Up Facility Golden Feather Volunteer Fire Company ADDITIONAL ENERGY CONSERVATION REQUIREMENTS: 1. TEMPERATURE CONTROL: Selected thermostat must comply with section T20-1503 of the Energy Conservation Design Manual for New Nonresidential Buildings. Setback thermostat must have temperature control setpoint limits and be capable of terminating heating at 70" F. 2. PIPING INSULATION: All piping insulation shall comply with section T20-1507 of the Energy Conservation Design Manual for New Nonresidential Buildings. 3. HVAC EQUIPMENT MAINTENANCE: Suppliers of HVAC equipment must show compliance to sections T20-1516 and T20-1517 of the Energy Conservation Manual for New Nonresidential Buildings. 4. AIR LEAFAGE REQUIREMENT, WINDOWS: All metal windows shall show conformance with A.N.S.I. Standard A134.1-1972. 5. AIR LEAKAGE REQUIREMENT, DOORS: All exterior doors shall be weatherstripped. (T20 -1495(d))-.. 6. CAULKING AND SEALING: All exterior open joints shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. (T20 -1495(e)) 7. WATER HEATER: Selected water heater shall be certified by the California Energy Commission. t :; .. PERMIT NO. Q — PERMIT EXPIRES OWNER GOLDEN FRATHER 1101IINTEER EIRE DEPT CONTR. owner ASSESSOR PARCEL g 9122 LOCATION g�� g}���ta . I Re, GORGO:,' eq Temp. } Temp. Power Pole Called Temp. Elec Called Temp. Gas p Called JOB FINAL Slynah `- OK 0 = Not OK Not Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s "I. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rftrs.-Con nec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / PV ft. / P'Nat. or/ /"L"ft./ , /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps-Doors-Landingst Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line 'Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -81 Date Card -61 Date Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date I = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date - FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements '44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng, 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One Y -Check Garage -3rd story, 2 exits 9. O.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance -Material -Su pprt- Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -81 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -Bt Date Card -B1 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -B1 Date 66. Stairs & Rails Card -B1 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth Date A ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71: Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen & Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic 0 Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instid.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 80. Stucco; Brown -Finish Card -B1 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -Bi Date Card -B1 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date Card -81 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -131 Date 38. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ANDS ERMIT PE T ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT D � C 1' 1 TELE IO 9,71 (//(J,�-Y S0. FT. OCC. J BUILDING VALUATION OWN 'S M 'LIN ADDRESS CO RSA( OR'S NAME W TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER VNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee ; ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ 10 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AQDRESS Permit fee ; S PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 �} d5 -9L5— Q VJ c h Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUR SF ❑ Duplex❑ Mobilehome❑ Other E u ` Y) \ sPEcl Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W non.. TYPE OF WORK New9 Addition❑ Remodel[:] Utilities❑ Installation❑ Other ❑ Describe work: I Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OI Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as ❑ as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- rs. (Sec. 7044) am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a` OR AODNS. ACC. BLDGS. / 1/20sgff NEW CONSTR. MU LT'_OUTLET NON.RESID .BRA C CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES ew 030 EX. OCCUp. OUTLETS FIXED P(RESID IR 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate dof Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Perrnit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said ounty in conseq nce of the granting of this perm' . Date ,®1f7 Signator Applicant — Owner Contractor ❑ Agent An OSHA permit is required for excavations over S'0" deep and demolition or construct- ion of structures over 3 stories in height.,/ Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE occuP.CON9T.TYPCISC9 NooL PLQoq (S PAR ND 1s E This permit is hereby issued under nsioothe utte aunty Code and/or ated a vefor which TOR OF PUBLIC PERMIT EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS QReceipt Date QI �// U ✓ QY 9O No. E x- W1 IDt WHITE-D.P.W.. YELLOW-ASef 90R. PINK -INSPECTOR. GOLDENROD -APPLICANT - OWNER"- `•, wl,'� :'�Y'tY` s t.t,.,� 1i�'+.,{^ 4i..(.: � i r' J- CD f r s• 'der .�a,,,v. ;.. t . I �/.• jy• .t , f-� sr.'.� a..., �.`- �`� ...t..'L�i��'s�i717.•.:ti:.i"�•v`��r � r7 ffN !�. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION '! c 7 COUNTY CENTER DRIVE - OROVILLE,QALjFORrNIA 95965 -TELEPHONE: 916/538-7541 / u ttt PERMIT, APPLICATION DATA SHEET Permit No. _ 1 �G �l�l� r V 0 ��! 1? �� F �' ✓CL A P o J! ' �� i�9 ✓J / Proposed Building Use AW . � Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED ARPROVED 0)All item's have been submitted. . . . . . . Plot plans in duplicate/triplicat , sr -.ed by preparer of plans. _ 3. Complete pla u'te c;igngd_by pre ap rer of plans. �4. �gomplete-en' g�neeced r,lans and calcs, with wet signatu�r-e--o-n-pllans ,? ffT. 5. Plans. with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.—_..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for___._______. _ Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit, 20. Plot plan approval from city of 21. - - 22. Wl�en you issue th-7*'m pyQ ess as fcllows: Mail,y owner, Mail to contractor. /\ Telephone C'U7 and hold for pickup6l-co—office, Deliver w/inspector. Other _ . Applica Date i Copy of plans sent Health Dept.; Fire Dept., . Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone--nail—counter by date Contractor, designer, owner, was advised c? above required data by—phone _mail_counteypy a date Plans checked by opy-DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date `� r (Dote) ! Y r� • 1 - OWNER"- `•, wl,'� :'�Y'tY` s t.t,.,� 1i�'+.,{^ 4i..(.: � i r' J- CD f r s• 'der .�a,,,v. ;.. t . I �/.• jy• .t , f-� sr.'.� a..., �.`- �`� ...t..'L�i��'s�i717.•.:ti:.i"�•v`��r � r7 ffN !�. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION '! c 7 COUNTY CENTER DRIVE - OROVILLE,QALjFORrNIA 95965 -TELEPHONE: 916/538-7541 / u ttt PERMIT, APPLICATION DATA SHEET Permit No. _ 1 �G �l�l� r V 0 ��! 1? �� F �' ✓CL A P o J! ' �� i�9 ✓J / Proposed Building Use AW . � Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED ARPROVED 0)All item's have been submitted. . . . . . . Plot plans in duplicate/triplicat , sr -.ed by preparer of plans. _ 3. Complete pla u'te c;igngd_by pre ap rer of plans. �4. �gomplete-en' g�neeced r,lans and calcs, with wet signatu�r-e--o-n-pllans ,? ffT. 5. Plans. with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.—_..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for___._______. _ Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit, 20. Plot plan approval from city of 21. - - 22. Wl�en you issue th-7*'m pyQ ess as fcllows: Mail,y owner, Mail to contractor. /\ Telephone C'U7 and hold for pickup6l-co—office, Deliver w/inspector. Other _ . Applica Date i Copy of plans sent Health Dept.; Fire Dept., . Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone--nail—counter by date Contractor, designer, owner, was advised c? above required data by—phone _mail_counteypy a date Plans checked by opy-DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date `� r (Dote) ! Y To B r- 1 I- l.. This set oflans and s. ti�h 11W ke on the job a alltimesd. tV�jt® make any changes or alterations an !lame without wr'�tten permission from the Deparfm®nt of Pubtle Works. County o Butte. s4o P& !/v IV E, y6►-ST1A-0 vOTE:—AII Materials & War",mansnrp ahall oe I;t. film. tG Accordance with Reco!�Pe'.. G\AW—practices agd of a quality prescribed for the Specified use in fife Uniform Building, Plumbing & Machanical Cods GMd the National Electrical Code. i`'F- ---�- 1 919 A1CN PRA,1A% Cox ol ' ' 1C'7Max. M Rt. Min. Run Rim e8,-zt:~ to 1 � `JF Vk•Cw I �Sr-�vs _ A) L A 3s'9q_g� w ��,1 A C> This set oflans and s. ti�h 11W ke on the job a alltimesd. tV�jt® make any changes or alterations an !lame without wr'�tten permission from the Deparfm®nt of Pubtle Works. County o Butte. s4o P& !/v IV E, y6►-ST1A-0 vOTE:—AII Materials & War",mansnrp ahall oe I;t. film. tG Accordance with Reco!�Pe'.. G\AW—practices agd of a quality prescribed for the Specified use in fife Uniform Building, Plumbing & Machanical Cods GMd the National Electrical Code. i`'F- ---�- 1 919 A1CN PRA,1A% Cox ol ' ' 1C'7Max. M Rt. Min. Run Rim e8,-zt:~ to 1 � `JF Vk•Cw I �Sr-�vs _ A) L A 3s'9q_g� w ��,1 � o r PERMIT NO. 6656-79�B �. ' N PERMIT EXPIRES i OWNER Golden Feather Vol.Fire Dept. CONTR. ewnpr 58-19=182 LOCATION (A.P. ) riSIS Concow Rd., 1 mi.No.of Hwy 70 'Ca>cow Q� 1 } 4 �i �i T �t T �Jr 1 t Temp. Power Pole Called PG&E Temp. Elec. S t Called P � &E Temp. Ga, Serv. Call/d PG&E JOB �/ c i FI ALED l �v (Date) (Signature) J •- ..r ... a -.1 uas ripmg MOSILEHOME INSTAL6A'l4N - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 69) o - (NOTE: An entry must be made on this form each time you visit the job site.) 1029-78B,P,E "�- PERMIT NO. PERMIT EXPIRES Golden Feather Vo1.Fire Dept:. OWNER CONTR: owner LOCATION (A.P. 58-19-182 ) W/S Concow Rd., app. 4 mi.N.of H9y 70, Concow ; t. y, - Y 4 1 Temp. Power Pole— ole Called Called PG&E d� Z Temp. Elea Serv. �. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date 't (Signature) rramin /V U Test Water Htr. Stucco Final Subpanels Mesh • MEC NICAL Grd. Fault Prot. Scratch Heating Service Brown 'Cooling Temp. Pole Finish Ducts Underground Interlor.Lath ` Ventilation Pennanen Door Closer Final Final MOBILEHOME UTILITIES -------------•-••• Elec. Service Elec. Pedesal Water Piping Sewer Gas Piping BILEHOME INSTALLATION - - , - - - - - - - . • • • Support s Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ®� % 4! c, of a_✓ 16 1 e C 4 d clay- to •- o" — c4 (u.Q,JCAV- X1,11- Ca T' / a0,� entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD ; BUILDING BUILDING (Cont'd) 'PLUMBING Setback ^�. °% -- < Firewall Soil Piping. Forms Main Bldg. r-- . — 7 Parapets _Restroom Finish 1st Floor 741 2nd Floor- loorFootin s Footings /7—� 41ndows 3rd Floor Stemwall Siding _To out ,, 2_ O-7 Slab — J Roof Sheathing 20 . 7 Water Piping Piers Roofing O —7 Sewer Garage Fdn. Vents Fl iture's Footings Garage,Vents Water Htr: Stemwall Insulation =. Heaters Slab - Carport Footings handicar pehysically?• i Conformance of ex. structure I Appliances 'Gas Pi Ing Temp. Gas & Test Slab Final Sanitation Patio FIREPLACE Final Footings Footin LECTRICAL Masonry Walls Throat Rough — ®�- Reinf. Steel Final Fixfiirnc rramin /V U Test Water Htr. Stucco Final Subpanels Mesh • MEC NICAL Grd. Fault Prot. Scratch Heating Service Brown 'Cooling Temp. Pole Finish Ducts Underground Interlor.Lath ` Ventilation Pennanen Door Closer Final Final MOBILEHOME UTILITIES -------------•-••• Elec. Service Elec. Pedesal Water Piping Sewer Gas Piping BILEHOME INSTALLATION - - , - - - - - - - . • • • Support s Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ®� % 4! c, of a_✓ 16 1 e C 4 d clay- to •- o" — c4 (u.Q,JCAV- X1,11- Ca T' / a0,� entry must be made on this form each time you visit the job site.) F-_3 July 10, 1978 !e Benda Add On Items e - lo Parcel Ma® Extension of time authorize extension of time to September 30, 1978, to Aldersgate Methodist Church's Burnap Chico, —A1.�„ wr.•r To.; 'L p a V,0✓�� 2, Buildinn rOd'e rig-yve'� r,ui-' hurize use of plastic waste and drain lines in leiu of cast iron, Concow Volunteer Fire Department, 3. Notice of PolicChange Allow use of non standard home made signs b developers of private road subdivisions and y people may have comment. parcel maps -emergency 4. Paradise an Area Subdivision and Parcel Ma Standards Public wil"l propose reduction in standard street width for larger lot subdivisions Wo" ks an¢i parcel maps off main roads in urban areas, as well as dots subdivisions in ., Orovzle'and Gridley urban areas, rh !Yn:4tirMt:'I.•N:��:'v.:fl:aua__.. _�._... 11 w' J - COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 . •. Telephone: 534-4541 APPLICATION AND PERMIT nurnunce representauvas or the Lounry of tsutte to enter upon the above-mentioned property for inspection purposes. X Da/c)) 11,1169�ture o Permitee or Agent Receipt No. E White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OP)PUBLIC WORKS By Date ? Bui ding permit expires Date BUILDING 7V N Owner SQ. FT. OCC. BUILDING VALUO ION Mailing Address 11_ _ ( 1 % L. Te ephone No. Contractor Q V-1 f7 RE - Mailing Address Fireplace Total Valuation (, 0 Telephone No. 1 _Z113 Perm' �an Building Addres ���jg� ®� Checking Fee or Penalty _ Permit Fee Z v PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 6�G1 pair drainage or vent piping 1.50 A. P. No�.� � -� ( Zoni g & P pan g Water piping 1.50 / Each gas water heater or vent 1.50 4/es 4w 1 1_006601`1 Fire Dept. FireZon Use Pe4t Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel M 60' R/W Improvem nts Each additional outlet .30 Building sewer 5-00 Bldg. Plansd Parcel royal Plans proval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ �-y /,c16;e ��r /� Gs ELECTRICAL No. @ FEE ,) a ` PERMIT FILING FEE $3.00 A >t Main service 600V OR LESS- 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 0, Main service 1100EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONS. I DWELING OR ADDNST %ACCLBLDGSCCUP. Y) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Professions Code under the name st le of: y NEW CONSTR BRANCH CI T NEW CO I T [BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CIR. OUTLETS OR FIXTIIRES 5 '25¢ Ex. OccUQ 0 BAL@1 Ex. OCCU FIXED APPLNSOR p• OUTLETS (RESI.D•) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Licepe No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of ❑ Wor en's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FE $ 'L nurnunce representauvas or the Lounry of tsutte to enter upon the above-mentioned property for inspection purposes. X Da/c)) 11,1169�ture o Permitee or Agent Receipt No. E White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OP)PUBLIC WORKS By Date ? Bui ding permit expires Date v - P 4LT Ovt.AL IS-'Gs� �Z IN o `1' 1 A b o 0 F >< I S"r�U G CO.i1 G W d 1. PLi &"rao �j tears 4 X 10-0 EA D E !Z Pro ide'/s" x 10" anchor bolts I@ ' O.C. max. and within O 12' of joints. i 81Vp r I ter 000rt t Zj1 / 4 90 Ir ti i41* _ .'X 6- PL Y r IS o T a o TC O N t► I IF MEW �brTl N (?COt�e�p �t �.L. S I ?4" nor RS j J=X1 STI NG - copeC OA_9-L I 81Vp r I ter 000rt t Zj1 / 4 90 Ir ti i41* _ .'X 6- PL Y r IS o T a o TC O N t► I IF MEW �brTl N (?COt�e�p �t �.L. S I ?4" nor RS j J=X1 STI NG - copeC OA_9-L 10 r1 n, 0 . a�tt - e�M=T_Y pe 4O, 0 l0 405(0-101 BUTTE COU NTY WILDING DEPARTMENT APPROVED lOA 1.,L-- &F/T)MAN Door, 4ii-rwlT. AS Nowd 'Materia s �c 'WVo�k�ranship �5ha11 Be `in r—E,ucE_ Lim Accordance with Recognized Good Practices and of a quality prescribed for the Spocificd use in the A setback otor rom the Uniform Building, Plumbing & Mechanical Codes and property lines and a setback the ,National Electrical Code. of 50f t. from the road centerline shall be clear of structures or equipment except Nis set of plans and specifications MUST b, - kept on the job at all times and a is unlawful to make any changes or alterations on same without writr en permission from the Department of Pub- I;c Works, County of Butte. r a 2 ft. eave overhang. Z 'tip& V. 44 G o�tsc� TZ -0 i �� c —.3 July 10, 1978 Benda Add On Items '57 -/9 -/gam ................. 1, Parcel Map Extension of time -authorize extension of time to Se t 30, 1978,.to Aldersgate Methodist Church Burna P ember g a p Chico. �•-. _ Jai J .:: i 2. ,� f �f3✓� i 2uildine Code Waiver Aurthorize use of plastic waste and drain lines �- )in leiu of cast iron, Concow Volunteer.Fire Department. 3. Notice of poli 'Chane Allow use of non standard home made si n developers of private road subdivisions and parcel ma s g s by people may have comment. P e emergency 4.. Paradise Urban Area Subdivision and Parcel Ma Standards Public Works will propose reduction in standard street width for larger lot subdivisions ' and parcel maps off main -roads in urban areas, as well as reduction in •. Oroville and Gridley urban areas. CA �. � C COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive - Orovilla, California 95965/,�� �_��Telephone: 534-4541 APPLICATION AND PERMIT 10%�Ii :1/ ...,...........-.. ..... above-mentioned property for inspection purposes. -7 f DateW17L ignature of Permitee or Ageov Receipt No. .o White-D.P.W. - Yellow -Assessor - P nk-Inspector - Goldenrod -Applicant rnis permit is hereby issued und'erthe ap¢licable pr9ysions of the Butte County Code and/or resolutions to do worIr i�ic to above for which fees have been paid. 7 DIRECTOR OF IC WORKS BY Date J — Building permit expires Date 1 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address - ^ Telephone No� Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee ,, { Building Address (�(� Plan Checking Fee &/or Penalty Permit Fee / c PLUMBING No. @ FEE PERMIT FILING FEE $3.00 e00 Each Trap 1.50 Repair drainage or vent piping 1.50 �• v /�� A. P. No. Zonis & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees S on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Parcel Plans Declarationrffl a ap 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parcel roval Plans p royal Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ - ELECTRICAL No. @ FE_E PERMIT FILING FEE $3.00 So Q Single Family ❑ Duplex ❑ Mobil Home ❑ Others, Main service eoov OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 , S �A a GtfL �L 7A 0 e Main service OVER soov 100 AMP OR LESS 125.000 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. I OR ADDNS. ACCLBLDGS.LING CCUP. B) 22sgft ONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: -OUTLET NEW CONSTR BRANCHCIRCUITS NON•RESID (MULTI BRANCH CIRCUITS) 2.50ea fQU NEW CONSTR. POWER APPARATUS e NON . RES ID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIiRES 5 L Ex. Occu FIXED APPLNS. OR p•�2.00 OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 IN1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ Q $ eS WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL INO. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authori7P renre Centnti—c of the ('`nasty of M..#+- to enter• . .. +k- Land Development Fee $ C9 S TOTAL PERMIT FEEg2jgMS ...,...........-.. ..... above-mentioned property for inspection purposes. -7 f DateW17L ignature of Permitee or Ageov Receipt No. .o White-D.P.W. - Yellow -Assessor - P nk-Inspector - Goldenrod -Applicant rnis permit is hereby issued und'erthe ap¢licable pr9ysions of the Butte County Code and/or resolutions to do worIr i�ic to above for which fees have been paid. 7 DIRECTOR OF IC WORKS BY Date J — Building permit expires Date 1 P.O. BOX 880 • APTOS, CA 95003 • (408) 684-0774 27 April 1978 Mr..Leaf Steinberger Golden Feather Volunteer Fire Dept. Rt .. 1 , Box 231 A Oroville, California 95965 Dear Mr. Steinberger: Enclosed are our calculations for your structure. We have also put our recommendations on the enclosed drawings. There should be.a minimum amount of reinforcement in the concrete floor slab for shrinkage and temperature differentials. If you have any questions, please do not hesitate to contact us. Y urs truly, Dennis. Uyematsu Civil ngineer, P.E. mb Encl . MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE Pern /OIVJ 725- # u V 1 itZ CraLDEA r-mv . vaWwwat TILE co. Bldg. OWNER A. P. A. GENERAL Zoning requirements (sideyards; parking, special conditions). PAGE 1 2! Valuation." ' Signature by R.C.E..or Architect (if required). Calculations. Improvements and drainage. - Complete plot plan with dimensions, easements, other buildings, and other pertinent data. B. OCCUPANCY REQUIREMENTS�1 F1��11a�C , Q�(S(1 cas F_Z 1. Building use Occupancy Class 2. Type of construction Fire Zone 3 3. Building floor area f"�"Opb 4- sq.ft. Occupant load 4. Total allowable floor area sq.ft. Basic allowable floor area sq.ft. Bass for increase; ,5! Additions, alterations, and repairs exceeding 50% (Sec. Compliance with occupancy group requirements (Chapters 7p" -Occupancy separations (Sec. 503). 8! Area separations (Sec. 505'). .9!'—Firewalls due to location on property (Sec. 504). 101'0�Maximum height requirements (Sec. 507). Attic separations (Sec. 3205). Ve tilation and special hazards requirements (Chapters Fire extinguishing systems "(Chapter 38). ].lr'-- Mechanical code requirements. 143'�'_Restaurant Act requirements. 16l Smoke detection system., 104). 5-13). 6-13). (D 6-- C. T ES OF CONSTRUCTION REQUIREMENTS TFire retardant -roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). LK"Physically handicapped (Sec. 1711 & Table 33A). uardrails (Sec. 1716). Detailed types of construction requirements (Chapters 18-22). Proper roof pitch for roof covering (Chapter 32). ttic access and ventilation (Sec. 3204). oof drainage (Sec. 3207). lkylights (Chapter 34). 1 . Stages and platforms (Chapter 39). l�nterior wall and ceiling finish (Chapter 42). l /"Fire resistive requirements (Chapter 43). ] all and ceiling coverings (Chapter 47). 15" Glass and glazing (Chapter 54). Human Impact (Sec. 5406). J MULTIPLE FAMILY AND'C6mmERCIAL PLAN CHECKING GUIDE (continued) D. j3VtjRS, EXITS AND OCCUPANT LOADS Number of exits, width and locations (Sec. 3302). /doors (Sec. 3303). 3_ —Corridors and exterior exit balconies (Sec. 3304). �. Stairways, rise & run, width, winders, and construction (Sec. 3305). Horizontal exit (Sec. 3307). � Exit and smokeproof enclosures (Sec. 3308 & 3309). it signs and illumination (Sec. 3312). J&xExits for occupancy groups A-E (Sec. 3315-3319). PAGE 2 ERING REGULATIONS DESIGN UALITY MATERIALS AND DETAILED REQUIREMENTS 1. mplete plans sufficient ,to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. energy design, calcs, and necessary details (State law). 3/ Veneer (Chapter 30). 4-himneys and fireplaces (Chapter 37). Engineered plans if required. 5�lastics (Chapter 52). 6. Excavation and grading (Chapter 70) - not adopted. 7y., -Continuous or Special Inspection (Sec. 305). 8�actory or other certification. 9.,,,�oils or compaction data. 1� ME T - F �rrY{tN ti�"""c7•.t fti 7?7:! a f.._'� f "i �rrY{tN ti�"""c7•.t fti 7?7:! a f.._'� f "i MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift COMMERCIAL (058-19-0-182 00-1887 GOLDEN FEATHER VOLUNTE R FIRE 3595 SHUMAN LN.,XO n �A CONT: NORTH VALLEY BLD 1 I 36 X 40 FIRE STATION i FIRE WALLSOccu anc Area Property) Gypsum Board _ 1st Layer 2nd Layer Walls Ceilings ar j OFFICE Copy j Address GAS Meter By �. ELECTRIC Date--- Meter By p�tZ y, y E 4 V=OK O = Not OK = Not Applicable Not Ready COMMERCIAL Date UND FLOOR (Plans) OK except #'s Hing -Setbacks -Easements -Flood -Slope -Soil Rep r F ., Main; Soils-Ufer Ground.-Ftg. Depth (r . Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. 52ifff Steel -Grade -Placement ,V Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date &2 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail P otection 18. D.W.V.; Test -Fittings & or -Nail Protection 19. Sinks-Floor-Gre rap 20. Handica C -Backing 21. G ipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -901 -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. • Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above-.Lion 35. Condensate Drain verflow; Size & Grade 36. Furnance-V Access -Comb. Air -Return Air Vent -115 outlet 37. Attic ess & Platform if Furnance in Attic 38. FI. .C. -Ventilation -Roof Access 3 moke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s ( Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support P Steel Buildings-Purlin-Girders 52. Pro y Line Firewall & Openings j xt. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 5 . Shear Walls -Plywood-Nailing-Conn to Roof 60. I nsulation-Walls-Celli nqs 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing r Date Card �jCard B-1�/� Date Card B-1 Date '- Card B-1 �b�3 Date Card B -1 - Date FIN fans OK except #'s 3. eps-Door &Sidelight Protection -Landings Exits -Size -Number -Placement 65. Furnace. V - e -Comb. Air -Connector - n Garage; Above Floor-Ducts-Mec ction 67. - ht & Mech. Elec. Trim & Subpanel; Breaker Sizes & Labels - Ag-��51l s Handicap -Door Levers -Fin. Floor u Ext. 72.Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above F oor- ec . r Location m- o ttic ❑ Yes uar ails & Deck onstruction-Post Caps oor-Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ucco; Brown- mis C. Unit; Disconnect, Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings a er a isconnect, Electrical, Plumbing Ree -Underground rotection pections e ers Tagged; Gas -Electric ewer Ce /O roval ergy Compliance Certifica -Other Certificat 8 . o ing Certificate -Fire Rating Date ,D Card B-1 Date Card B-1 Date7 tl Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) Curry Group Inc. December 8, 2000 CG 1: 00-1005.45 North Valley Building Systems Mr. Andy Wood No. I I Three Sevens Lane Chico, California 95973 RE: High -Strength Bolting Special Inspection Concow Volunteer Fire'Station 3595 Shuman Lane Concow, California Dear Mr. Wood: 20226 Charlanne Drive Redding, CA 96002 530-223-1277 530-223-1442 FA.X WAVW.CurryGroup.com On November 28, 2000, a CurryGroup representative observed tensioning of the 3/4- and 5/8 -inch ASTM A325 high -;strength bolts at the project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter In our Skidmore Wilhelm Tension calibrator. Following calibration, our representative verified that tensioning was completed at each tension connection. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tensioning at the observed connections meet the minimum tension requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding this information, please contact me or Cliff Curry at (530) 223-1277 at your convenience. Regards, CURRYGROUP, INC. r Eric L. Sisneros Project Manager CGi: Copyright 2000 00-1005.45 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. I /rte /. �r v d OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ". please contact this office immediately. •S. tN. Date Z oc� Inspector 44�-y REV 10/32 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PEzw (Rev. 12/96) APPLICATION AND PERMIT e7i9' ASSESSOR PARCEL NUMBER 058-190-182 ZONING BUILDING PERMIT OWNER Golden V TELEPHONE — SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 3595 Shuman Lane, Yankee HT11, CA 95965 1440 '11,680 CONTRACTOR'S NAME TELEPHONE CONTRACTORS "UNG ADDRESS 11 Three Sevens Lane, Chico, CA 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 31,680 ARCHITECT OR ENGINEER LICENSE NO. FilingFee $ 20.00 Permit Fee $ 297.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 193.35 BUILDING ADDRESS 3595 Shuman Lane Y CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 533.85 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: Fire Station 36 x 40 = 1,440 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I § —d W @20.00 PERMIT FEE S \ ELECTRICAL PERMIT Fling Fee 20.00 OR LESS Main Service . OR LESS 23.00OV 23.0 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 fu l.f rce and effect.�� %� License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or rry 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 200ATO tOooA 46.00 NEW CONST. DWELLING OCC. EL OR ( & ACC. 3.5¢so EW corSr. �Sr NON-RESID, 4 1 97.50 30.00 POWER SINGLAPPARATUS b E OUTLET CIR. Ex. Occup. OUTLET OR FDCTUREs 20 @ 100 BAS @ .50 FIX Ex. Occup. oimFis RM.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 73,00 WORKERS' COMPENSATION DECLARATION I 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' co ensation insurance carrier and p 'cy number are: Carrier ' Policy Number C (The above sections need not be completed if the permit is for work of -a valu tion of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith comply `withth a provisions. ? XDate S nature of Applicant - ❑ Owner JK Contractor ❑ Agent An OSHA permit is required for excavations 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 FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ EXEMPT A Z_;11 D IMP - FLOOD CDF pqR �' H Iss This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ByQ Date PERMIT EXPIRES ON v provisions to do work paid. 10 e Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT August 18, 2000 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX North Valley Building Systems 11 Three Sevens Lane Chico, CA. 95973 Golden Feather Volunteer Fire Assessor Parcel Number: 058-190-182 Building Permit Number: 00-1887 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: - 1. This building must be designed to comply with the requirements of the California Building Code for an "Essential Facilities" structure. 2. Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Provide the name of the Butte County approved Special Inspector. 3. Plan review will continue upon receipt of the above items. Additional commentsmay be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 4. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. J PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 M 1. Complete and return the enclosed Statement of Intent for Non -Heated and A/C Buildings. 2. Complete and return the enclosed Hazardous Materials Form. 3. Complete and return the Butte County School Impact fee certification form. 4. Obtain Encroachment Permit for Driveway from Butte.County Public Works Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 NORTH VALLEY BUILDING SYSTEMS August 22, 2000 County of Butte Building Division #7 County Center Drive Oroville, Co. 95965 North Valley Building Systems COMPLETE CONCRETE & BUILDING SERVICE No. 11 Three Sevens Lane - Chico, CA 95973 A DIVISION OF NORTH VALLEY READY-NtIX, INC. Re: Golden Feather Volunteer Fire Station A.P. #: 058-190-182 To Whom It May Concern: This is to advise that North Valley Building Systems will employ The Curry Group, Inc. located at 20226 Charlanne Drive ,in Redding, California to perform the special inspections for the high strength bolting and welding on the above mentioned project. Respectfully, r i ebertrsons RLP: jh r (530) 345-7296 (530) 343-5401 • FAX (530) 345-5046 • CONT. LIC. # 309974 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 000 8 3 APN 05 8 Firm Name Sga &-a L—A/ 774 o� (�pL cJAI T�"i4 12 %�rL — - SZ- -77 co aJ 'Address .7.5_7 5' �a �.! �. i lc �> ��N Kq—_ 67'149 LL . CA, Nature of Business /22fe-L /-1 r5c'- Contact Person "J/m/ 11 /a / 2 Phone # _;Ie? 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ONO ' ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? V NO 11 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-�ft)T$ft for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? EW NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 1A NO O YES IF YES, contact the Butte County Air Pollution Per9troi District (916-8882) for permit requirements. Owner or Authorized Company Representative BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r y (One form per Building) •' School District I r ( , . Building Department No. A.P. Number Vim' r. Jurisdiction: C County Property Owner - 1( _ten Property Location/Address Subdivision r Residential Development s No of Living Units Commercial/Industrial New J � Building apartment Representative _r ky District Identification No. _ + (Street Address) ,/ , 11 (City) y s Lot No. a' ` ............................................................. Sq. Footage Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # '(No foundation inspection): F=7 MR has. complied with the requirements of Resolution No. representing L) U square feet. School District Personnel) District certifies that (State) I d5-90 2926 School District Representative Paid by Check # A . Remarks: k- 4LCIP, Sq. Footage 1 ' V (Including Exterior /Roofed Areas) Date (Applicant) 3gs3.3 (Phone Number) (Zip Code) by payment of $ - r+. Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a`timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non'Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings. Please print clear and legible! Owner's Name: Ga L /V C; I,/ & ,10q TU eAL Z/Q GUN 7VL- L Date: - Z -?- 00 1-10-114 0i, 5-7-a Tl0 A Assessor Parcel Number: OSS. ! 9 0 - /d z Building Permit Number: del) /gam Occupancy of Building:, Fj2cr Sru ; , r,id t I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other thanthe mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. . I also understand that if I become, subject to the energy requirements*in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. Signature of the Building Owner: Mailing Address: // Zp S Telephone Number: 4-1 .3 ��% ENKROACHMENT PERMIT COUNTY OF-BUTTEL, DEPARTMENT OF PUBLIC WORKS'": 7 COUNTY CENTER DRIVE, C7ROVILLE, CALIFORNIA 959(55 FAX: (530) 538-2140 ti©d 190 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 .PERMIT # D'STR,CT 2607 3 '°" ItWE, the undersigned, hereby apply to the County of Suite for an encroachment permet to do the following work under or over the county roads and highways, all in -accordance with Countydinances and ge laws. (All -information except sign re must bI iyp d e�r ie ly printed.) .. }' � 1yQ.,�,, .� NAME: e /% .�^ " -7'22: ' ✓ " t.0 SIGNAT MAILING ADD,ESS: : ,�7 J~ ti Gam• � ti`�--- LOCATION OF WORK TO BE DONE: TYPE OF !!'CORK TO BE DOVE 1. Curb: Gutter: Sidewalk:. (PLEASE CHECK) 2. Driveway (List Type): 3. Underground Condui 4. Other: /?,40 r PERMIT GRANTM in compliance with your above request, .and subject to all terms, conditions (including those printed on the back of this form) and speciai conditions written below, permission is hereby granted. 0 �W, &" All work shall conform to accompanying Detail Plans Special Conditions �. Date Issued:�� Mike Crump Director of Public Works `Surety: Yes IQ No AExp ration 0a e: Z _ �0 -400 BY6 r Td lJcd62.: TO OOOE T�. 'unl 288L -82S -©2S 'ON XUA S j,ioM o i l q'nd F,�unoo aD;;ne W06A .k. c• f LOCATION: , DATE., el 2d/ - �.1���—� FOREMAN: / 'ivffN. DISTANCE: DISTRICT: PERMIT#: SPEED LIMIT OF ROADWAY 0 DRIVEWAY L,.OGATION: DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE Q GOOD ,, 1 POOR IF POOR — RECOMMENDATION TO IMPROVE: C/mss-" Llon-o,'A -k !x e.",6 rA&'®7j9 A2/& -,,O Cl CUT DANK REMOVE VEGETATION (TEMPORARY) , ❑ OTHER (EXPLAIN) ADJACENT TOPO , D 'FLAT - ❑ -CUT SLOPE FT. s Ca FILL SLOPE s" T,. ❑ CURB AND GUTTER ❑ AC DIKE fC] EXIST, DIST. TO,. EP F7 - DRAINAGE RECOMMENDATIONS ❑ NONE ❑ SWALE C•ad 490 -DGE OF EXISTING PAVEMENT (EP) it --- --- ----_ P, c� z —1 12' MIN. 20' MAX, AREA TO BE PAVED R/W iz_—_ - — 1;0' MIN. NOTE. - IF GREATER THAN 107 UP OR DOWN REFER TO ENGINE'E'RING. X CULVERT MAX. 1 FOOT VERT. RISE OR DROP MIN, DIST. FT. PER 10 FEET HORIZ. DISTANCE— MIN. ISTANCE—MIN. DEPTH TO FT. EP r ,DIAMETER /2. IN, LENGTH .740 %!L#V. FT. f�� Xi$T. nIST.��MIN. a -- I � ❑ OTHER (EXPLAINDIST. ) 2% r NATE: MIN, DEPTH- - PAVEMENT TO EXTEND AT 27, CROSS SLOPE OR MATCN__,,EXISTING ROADWAY CROSS .SLOPE. N.T.S. } PRIVATE DRIVEWAY FIELD REVIEW - -A I A° r 91Iffip �vsl lei if 0. �G MAX' r o� ir s>J on o z j�nd F�uno9 a��nS A0J2d 'w,]02:Za 0007 �d • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (53.0)538-7541 (530) 538-2140 FAX SINGLE OCCUPANCY CODE ANALYSIS Building Use: (z d t- h CA Fr -A ,t -U E:g 19l oL-L4,t/q-5 £g Type of Occupancy - Type of Construction - __=V Basic Allowable Floor Area — UBC Table 5-B: ,?000 Proposed Floor Area: /(l{O Maximum Height of Building: Number of stories: Height in Feet: Fire Sprinklers: Yes Allowed - _e Proposed - !t Allowed - _ "rte Proposed - I No_ Allowable area increases (if applicable) Uniform Building Code section 505: Separation on two sides: Minimum yard width > 20'x 1.25% = Allowable increase (50% Max.) x 1.25% Separation on three sides: Minimum yard width > 20' x 2.50% = Allowable increase (100% Max.) x 2.5% Separation on all sides: Minimum yard width > 20'x 5% = Allowable increase (100% Max.) x5% Automatic Sprinkler System: Allowable area x 3 for one-story buildings. Allowable area x 2 for buildings of more than one-story. UBC 505.2 Unlimited Area: The area of any one or two story building of Groups B; F, Division 1 or 2; M; S, Division 1, 2, 3, 4 or 5; and H, Division 5 Occupancies shall not be limited if the building is provided with an approved automatic sprinkler system throughout and entirely surrounded and adjoined by public ways or yards not less than 60 feet in width. Actual Area _ Load Factor' = Occupants Exits Required Exits Provided Existing Occupant Load (if applicable): Additional Occupant Load: I Total Occupant Load:. Uniform Building Code 1003.2.2.2.1: In determining the occupant load, all portions of a building shall be presumed to be occupied at the same time. Page 1 of 2 Uniform Building Code — Table 10-B - Egress width per person served3: Occupant load x 0.2 = Horizontal exit width required in inches: 2 `S Occupant load x 0.3 = Stairway exit width required in inches: Total exit width provided: 75 P Maximum travel distance to exits': Non-sprinklered=200': ��� Sprinklered=250': Indicate on the building plans The Exit Access5, The Exit6, and The Exit Discharge7. 1- UBC Table 10 — A 2- UBC 1004.2.4 — Where two or more exits are required from any level or portion of the building, at least two of the exits shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area served measured in a ` straight line between the center of such exits. Additional exits shall be arranged a reasonable distance apart so that if one becomes blocked, the others will be available. 3- Refer to UBC Table 10-B for H-1, H-2. H-3, H-7, I-1, and 1-2 occupancy requirements for egress width. 4- UBC 1004.2.5: Travel distance an occupant must travel from any point within occupied portions of the exit access to the door of the nearest exit. 5- UBC 1004.1: The exit access is that portion of a means of egress system between any occupied point in a building or structure and a door of the exit. 6- UBC 1005.1: The exit is that portion of the means of egress system between the exit access and the exit discharge or the public way. 7- UBC 1006.1: The exit discharge is that portion of the means of egress system betweFn the exit and the public way. Page 2 of 2 o�uTTF ° \0 0 0 NON-RESIDENTIAL ° r PLAN REVIEW GUIDE ° cOUN'�� Owner: G pt_ d£ r( 'FLAT -HE -0t VO Lutl, Building Permit Number: 00-1597 Plans Examiner: A. P. Number: GENERAL: Plans designed and wet stamped by a California licensed architect or registered engineer. x Complete Code Analysis provided. X Proper description of work on the application. 4' Zoning requirements — Planning Division approval. fr Land Development approval. 6. Fire Marshal approval. Environmental Health Department approval t (a) Kitchen (b) Pool (c) H occupancy. 8� Hazardous Materials and Emissions Questionnaire. Building permit valuation. 1 Existing violations on the property. Pf Recorded notice of violation. . POT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. LI' Grading, fills and/or drainage., �! Flood hazard and construction requirements. State Responsibility Area review of plot plan. �! Special conditions on Parcel Map (Noise, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). OCCUPANCY REQUIREMENTS: 4:- Compliance with specific occupancy requirement. 2' Mixed Occupancies Ratio (Uniform Building Code section 504.3). .3' Occupancy Separations (Uniform Building Code section 302). Area Separations (Uniform Building Code section 504.6). ;Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). r Maximum height requirements (Uniform Building Code section506 and Table 5-B). ,7! Fire Sprinkler System (Uniform Building Code section 904). Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 =I and 310.10 = R-1). Af Smoke Control (Uniform Building Code section 905). k(f Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). Minimum Plumbing Facilities (Uniform Plumbing Code Table 4-1). Xf Accessibility for the Physically Disabled (Title 24). �3. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 44. National Electrical Code requirements (Medical — Article 517, Assembly —518, Garages — 511, etc.). prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). rohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Page 1 of 2 TYPE OF CONSTRUCTION REQUIREMENTS: ,Y Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Z_ Roof drainage (Uniform Building Code section1506). Ar Parapets (Uniform Building Code section 709.4). A." Floors and walls in water closet compartments and showers (Uniform Building Code section 807). �i Guardrails (Uniform Building Code section 509). Attic access and ventilation (Uniform Building Code section 1505). �! Skylights (Uniform Building Code section 2409 & 2603.7). Stages and platforms (Uniform Building Code section 405). Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). . Foam plastic insulation (Uniform Building Code section 2602). xl. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: -1- General egress requirements: .!1. The Exit Access (Uniform Building Code section 1004). 14. The Exit (Uniform Building Code section 1005). 1X The Exit Discharge (Uniform Building Code 1006). Number of exits (Uniform Building Code Table 10-A). Egress width requirements (Uniform Building Code Table 10-B). Stairway details — landings, rise and run, head clearance, handrails (UBC section 1003.3.3). �Y Hallways and Corridors (Uniform Building Code section 1004.3.3 & section 1004.3.4). Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). Egress requirements based upon occupancy category (Uniform Building Code section 1007). Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). Y6, Aisles and seat spacing (Uniform Building Code section 1440.3.2). Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: Il. Brick or stone veneer (Uniform Building Code section 1403). 2,/ Energy design compliance and supporting documentation. 3� Special Inspection requirements (Uniform Building Code section 1701): 3.1. High Strength Bolting. 3.2. Field Welding. 3.3. Masonry (full stress). 3.4. Concrete (f c > 2500 psi). k. Special Certificates — Mill Certificates. ,S" Expansive soil — special foundation design required. BUILDING PERMIT REQUIREMENTS: SRA. Flood elevation certificate. X1 Fire Sprinklers required. Special Inspection requirements. Use Permit conditions. fi" Identify Occupancy and Construction Type on the. Application and Permit. .. • Page 2 of 2 . COUNTY OP BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • `Oroville, G•alifornia 95965 • Telephone (530) 538-7541 PRMIT o. (Rev. 12/96) APPLICATION AND PERMIT - �� ASSESSOR PARCEL NUMBER / Jj . !/ U ZONING BUILDING PERMIT zpzOWNER TELEPHONE7 _39 _ O SO. FT. CC. BUILDING VALU TION OWNERS MUNO ADDRESS N CONTRACTOR'S NAMEELEPHO t41z;r11afz,1_E_1.1111/ E SS ORES CONTRACTORMAN0ADDRESS- S 0.1 CONSTRUCTION CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ O ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ , BUILDING ADDRESS Energy Plan Checking Fee $ , Da $ PERMIT FEE $ IDT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE -- SF O Duplex ❑ Mobilehome ❑ Other l'//�f ��� speclFr lacbTrap 1 7.00 Solar or t pump water heater 23.00 Water piping 15.00 Each as water heater or t 15.00 • TYPE OF WORK New ❑ Addition ❑/'—R/e/m�oddel ❑ Utilities0 installation ❑ Describe Work: /" //�� l7/� / %%jj LA 3� ' Other ❑ Gas piping system t - 5 outlets 15.00 Building sewer 0 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.VA OR LESS 23.00 - Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A To 1000A 46.00 NEW CONST. oWEwNo OCCUP. 3.5QsO. OR ADONS. ( 8 ACC. BIDS. FT. NEW CONST. MULTI.OVTLET NON•RESID. @7.50 d POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FOCTURES 20 Q 1.00 BAL @ .S0 Ex. OCCU FIXED APPLNS. OR ouTLETs RESID. EA 5.00 —Ternporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ �� ►. MECHANICAL PERMIT Fling Fee 20.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPES T TAL FEE $ HAZ. 1 0. FEES JQMJFLOOD I CDF p C I pp I HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ete `.i!' i•i6'�i+�`'t�l4t''�[,'}' _.,y, .i}Sa.°P+.1*'t�. p'.F�L — .1i.•r.`'K�'.!''.r . + �a�. �:'I�• ., �jt�,.:,j;,�'4 .Y•�� •',li"'s� .�., COUNTY OF BOTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET p OWNER: / /' %lei ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: 4! Date: — Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 7 Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- Hazardous Material Form.------------------------------------------------------------------------------------------ ' Li 1:19. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑10. sof$ ` Im act. fees as shown on the attached schedule. ------------------------------- --------------------------------- alifornia Department of Forestry plan approval/fees. --- i------9_/_1-----6-------------------- �. Flood elevation certificate. --------------------- --- ----------------------------------------------------------- 14. Sanitation and plot plan approval ea Department. ------------------------------------------- — ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- W1116 . Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: 11 ✓ (B) Parking:I -------------------------- 1 f -'ID -0 Apr+ Contact Land Development about Improvements, EKDrainage, Legal Parcel. ----------------------- 8 /9/4VCYu 5cf 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- Owl Jv ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license`' information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- tiw ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- Y ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ,❑ . 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ i p 30. Other:Q�D�I��%✓ err you issue the permit r cess as follows D Mail to owner, ❑vlail contractor. Telephone4, 7,;�q�, and,hold for prckupY4t "' ;' , `3 +to ce. ❑ Deliver, withector. SMOC 7`. /2 lei/ I / 8'z�S�o o' /!9'//,Applican�� �ili(/f t•cD Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, o Arr Pollution Date: Bey Copy of plans sent o Health Department, ❑ Fire Department, o Other: Date: By: - 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in o Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 8-,3-eZ) -*e A *-Q . , � _ E.H. USE ONLY Plot Plan Attached Floor Plan AngShed Sent to B.O. _/ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner lel,47 Location AP# Plan Approved for: Sewage Disposal- Water Supply: Public Private WeIN Clearance for dwelling. Other 12 x yl) snlAYQ&e— 4 t L -D) A3fe Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist &4S Date .��Y� �..�y�� �Tid7��"{yAS')...�n�I�+,���•I+�.�f`�+n.+��'.�••�'l�'''.iKti",`�, +, :rf roof �'� v +rytY + _ �r.5"'�' J � f' t F; � _.f � 'r '« . ,'"�, �;� .�r�� Y • 1: 4 • � w s COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEESDUE OWNER ki 'to A.P. # `74'' �U PROPOSED BUILDING USE ��� L5 rA7Z4 v DATE ✓ ' b RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ....... ......... $ -- Additional Fees Due ..~......... $ • -- Additional Fees Duey .......... $ -- Revised Plan Checking Fee ....... $ I ' OSCHOOL DISTRICT FEES (paid at District Office) 04o NNEREFF FEES (paid at Buildir_g Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) . x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $5510.00 (paid at Building Division) e,'J0*7� SRA FIRE INSPECTION'AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) ,9. CSA 87 'TRAFFIC FEE $2500.310 (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 i� / wiz. DATE 1-9 -0 G Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) .�•WA 7,47, ` i .w, '(,, +> v - `T - "yt'+.e""'•• a^t '*} r -•Y.}-: •moi "`�. ���.-....' ��' -�• ., v �f t COUNTY OF BUTTE _ DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE .(916) 538-7541 SCHEDULE OF RECEIPT' OFi.FEES ,OWNER 610 A.P: 0 mf- NO� PROPOSED BUILDING USE ��if 5_r1q71_Q/'✓ DATE ' 6 RECEIPT # DATE REC 1. BUILDING PERMIT FEES` -- Balance Due ............ . ... $ -- Additional Fees Due ........ .. $ Additional Fees Duey........ .. $ -- Revised Plan Checking Fee ....... $ Vicru Y 2 SCHOOL DISTRICT FEES Onn , �-.(paid at District Office) '^� 1 4 V • SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 Units y�'r Commercial (sq.ft.)... x $0.03 = $ ' Sq. Ft. f 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . �% x = $ ltUnits Amt. %,,✓ Commercial (sq.ft.) ... x =$ Sq. Ft. Amt. r v 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) ;•,( r� T77 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) , 8. WATER TENDER FEES (Battalion # ) ' $200.00 (paid at Building Division) .9. CS� AFIC$SDO 10. OTHER)) .. . • ' ' [� ��' .. ;`= ,, Q �. = At time of permit applidation, 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(f� DATE s` Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of apprcval of the project or from the imposition of the above mentioned items during which you may protest.. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner ERe�7) 1,. Butler Manufacturing Company 7440 Doe Avenue B!/7Z&R Visalia, C4 93279 ° Phone: (109)651-5344 Fax: (109)651-5370 July 5, 2000 Bob Parsons North Valley Building Systems Chico, CA To Whom It May Concern: 36x40x14 LRF 2:12 Golden Feather Volunteer Fire Station Yankee Hill, CA BMC ORDER NO. 04-063080-1 BUILDER NO. 04-007-90 Please accept this letter as our certification that the Butler Mfg. Co. (an AISC Class MB Certified Fabricator) components of the subject building, when ordered in accordance with Butler standards, will be designed in accordance with the 1989 Edition of the AISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. Loads applied to the subject building are in accordance with the 1997 Edition of the Uniform Building Code. The subject building is designed to carry a basic roof snow load of 40 pounds per square foot and a collateral load of 0.0 pounds per square foot in addition to the dead load of the structure. The importance factor is 1.15. The building is designed for a basic wind speed of 80 M.P.H., exposure factor "C" applied in accordance with Section 1615 of the Uniform Building Code. The importance factor is 1.15. The building is designed for Seismic Zone 3 in accordance with Section 1626 of the Uniform Building Code and importance factor 1.25. The soil profile type is SD . , Load combinations are in accordance with Section 1612.3 of the Uniform Building Code. These Butler Components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes.that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of materials not furnished by Butler Manufacturing Company.The design of this building will be performed in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, San Marcos, TX, and Visalia, CA. Components for this building will be produced in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX, and Visalia, CA, All listed facilities are Category MB certified by the American Institute of Steel Construction. Cordiallyours, Q 'Ok- ESS/Oji Y O SEI rs�� qlF� GUT -1'6 CUUN I I Mei Tsui, P.E. Project Engineer 1 SUILDING'DEPARTMENY w N0. C 056216 m 4 D DRO `/ � � � Eq. DEC 31, 2000 � y r� g/ZS `P ), CIVIL COa 05_ OF C oa MANUFACTURER: BUTLER MANUFACTURING CO BUILDING NO: D00-063080 BUILDING LINES: LINE 2 CLIENT: NORTH VALLEY BUILDING SYSTEMS LOCATION: YANKEE HILL, CA REACTIONS: 100% STRESS LEVEL 2.5, LINEA �TIA M e -.rte e_� H V H V DL 0.52 1.64 CL 0.00 0.00 LL 7.13 20.74 WLL -6.40 -9.05 WLR 0.64 -5.45 IP -0.96 -7.49 IS -2.77 -3.40 EQ -1.63 -1.20 SLL 3.56 15.70 SLR EWP 3.56 -0.32 5.04 -6.35 EWS -0.32 -6.35 CR1 PD 0.00 -0.34 100% STRESS LEVEL 2.5, KSI @ 28 DAYS �TIA M e -.rte e_� MAXIMUM 7.65 qzi�) 0.00 0.00 20 MINIMUM 0.52 _ 1.32 0.00 0.00 133% STRESS LEVEL 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) MAXIMUM RFI 0.00 0.00 MINIMUM -5.88 41 A4 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 20% PER FOOT IN EXCESS OF V CONCRETE: F'c = 2.5, KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs= 20 KSI DESIGN CONSTANTS: N = 10 J = 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) RFI f ' c SLAB: SLAB THICKNESS: T = 6 INCHES SLAB REINFORCING: WWM 6 IN. O.C. As =. 0.028 SQ. IN. / FT. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr 133% x Fs x As x T/2 x J/12 = 0.168 K- FT SLAB WT = 0.075 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / Wl 2.12 FT EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.159 K /LF COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf = 0.150 KLF SLAB WT = Ws = T^1 A1' \AT \AIL . tAI_ . n nnn 0.159 KLF WEIGHT: FOOTING 5.10 K SLAB AT FOOTING = 0.95 OVERBURDEN @ 120 PCF = 0.48 PERIMETER FOOTING AND SLAB =, 3.14 TOTAL DEAD WEIGHT = 9.68 K UPLIFT: SIDE 100% 133% GOVERN LEFT 0 -7.411 7.4111OK"a" ✓� RIGHT 0 0 040K BEARING: AREA = 21.00 SQ. FT. INCREASE IN BEARING FOR WIDTH = 0% INCREASE IN BEARING FOR DEPTH- 10% ALLOWABLE SOIL PRESSURE _ 1.10 KSF @100% 1.46 KSF @ 133% LOADS: SIDE 100% 133% SP 100% SP @ 133% LEFT 1 22.381 0.44 1.07 KSF 0.02 KSF _RIGHTJ ol 0 0.00 KSF 0.00 KSF K' SOK' LT ��'t�� OK'�LyT ME RTS'" i RF2 BENDING STRESSES IN CONCRETE AND REINFORCING: CANTILEVER FOOTING LENGTH = L/2 = POSITIVE MOMENT = SP x W x 1-12/2 = P = 0.15% K = 0.1712 fs = 12.7 KSI FS = fc = 218 PSI fc = 3.00 FT 16.79 K -FT @ 100% J= 0.9429 / 20 •>. er ,•�� l� OKn 1125 ��_...:�.. NEGATIVE MOMENT DUE TO PERMITER FTG = 4.71 K -FT MOMENT DUE TO FOOTING WT = 3.83 K -FT TOTAL NEG. MOMENT = 8.54 K -FT P = 0.15% K = 0.1712 J = 0.9429 Is = 6.5 KSI FS = 20 OK�laI fc = 69 PSI fc = 1125pK ANGLE AT TO SIDEWALL 90 DEG Lzg-p-r TENSION TO SLAB: SIDE 100% 133% GOVERNS LEFTI 7.65 1.16 7.65 RIGHT 1 0 0 0.00 REQ'D As = 0.38 SQ IN TOTAL = 0.19 SQ IN/LEG J STEEL: #4 TOTAL OF 1 —> As = 0.20 EqO ;may •1-� REQ'D SPREAD FOR SLAB TO TIE FRAMES = TOTAL REQUIRED HAIRPIN LENGTH = E RF3 r ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 2624 Fc = 2500 PSI LAMBDA= 1.0 (NORMAL WT CONCRETE) PHI = 0.65 Fs = 60 KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD + LIVE LOAD FACTOR <= 1.7 X 2 = 3.4 DEAD LOAD + WIND LOAD FACTOR <=.75 X 1.4 X 2 = 2.1 STEEL: Ps = 29.8 K / BOLT = 59.5 Vs = 24.8 K / BOLT = 49.6 CONCRETE: As = 312.5 SQ. IN. At = PITCH x GAGE= 0.0 SQ IN PHI x Pc = 28.4 KIPS PHI x Vc = 20.4 KIPS/BOLT = LOADING COMBINATIONS: LEFT SIDE MAXIMUM AT 100% ! F tC,,'- p AFCA • 345 60 M MAX TENSION = 0.00 KIPS X LF = 0.00`OK' MAX SHEAR = 7.65 KIPS X LF = 26.010. COMBINED CONCRETE = 0.62y COMBINED STEEL = 0.28 tQwl0, t LEFT SIDE MAXIMUM AT 1I / MAX TENSION = 7.41 KIPS X LF = 15.56 OKE` MAX SHEAR = 5.88 KIPS X LF = 12.35 In COMBINED CONCRETE = 0.60 COMBINED STEEL = 0.13OK pl a.a / L BRACE BAY AT 133% MAX TENSION = 4.00 KIPS X LF = 8.406K rY MAX SHEAR = 3.00 KIPS X LF = 6.30 COMBINED CONCRETE= 0.17 SOK COMBINED STEEL = 0.04;QK^ 16-Ju1-2000 08:57 AM RF4 Crandall Engineering SHEET: Jr of Al 49197 Road 429 Oakhurst, CA 93644 JOB NO: _ ezm::�4 r STEEL BUILDING FOUNDATION DESIGN - POST & BEAM ENDWALL MANUFACTURER: BUTLER MANUFACTURING CO. BUILDING NO: D00-063080 BUILDING GRID: GRID LINE'l CLIENT: NORTH VALLEY BUILDING SYSTEMS LOCATION: YANKEE HILL, CA REACTIONS FROM BUILDING MANUFACTURER 100% STRESS LEVEL CORNER m SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' t CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs= C"- A.27 DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) MAX: 0.38 4.42 MIN: 0.03 0.02 0.00 0.00 INTERIOR 0.00 0.00 MAX: 0.00:60 0.00 0.00 0.00 ®�� 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 100% STRESS LEVEL CORNER SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' t CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs= C"- A.27 DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) MAX: 0.38 4.42 MIN: 0.03 0.02 0.00 0.00 INTERIOR 0.00 0.00 MAX: 0.00:60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133% STRESS LEVEL CORNER MAX: 2.18 4.40 �+ 0.00 0.00 MIN: -2.56 INTERIOR -3.55fj� 0.00 0.00 MAX: 0.00 7_2 2.19 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 007 -1.92 0.00 0.00 0.00 0.00 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' t CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs= 20 KSI 1 DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) EW1 SLAB:, SLAB THICKNESS: T = 6 INCHES SLAB REINFORCING: WWM SPACING. 6 IN. O.C. As = 0.028 SQ. IN. \A/CVP U -r ^ff CI AM T/1 M - 1- I Inl err - UPLIFT: COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf 0.225 KLF 'SLAB WT = Ws = 0.159 KLF - TOTAL WT = Wf + Ws 0.384 ENDWALL Mr = 133% x Fs x TOP As x ( d - 2'y x j / 12 = 12.80 K -FT EFFECTIVE ENDWALL L = SQRT ( 2 x Mr / WT) = 8.17 FT FOR 2 -SIDES - TOTAL WT = 2 x L x TOTAL WT = 6.27 K 100% . 133% 1 GOVERNS / CORNER 1 0.00 -3.55 3.55 r�� riQK�� ✓ INTERIOR 0.00 -5.07 5.07 ��OK . BEARING: SOIL PRESSURE INCREASE FOR WIDTH = 0% INCREASE FOR DEPTH '= 0% ALLOWABLE = 1.00 KSF @100% OR % 1.33 KSF @ 133% EFFECTIVE LENGTH OF FOOTING FROM POST BASE 100% STRESS LEVEL Mr = BOTTOM As x Fs x j x (D-3")/12 = 9.00 K -FT W = SP x B/12 = 1.00 KLF L= SQRT (2 x Mr / W) = 4.24 FT EACH SIDE MAX VERTICAL LOAD = 2 x L x W= 8.49 K 133% STRESS LEVEL Mr = 1.33 x BOTTOM As x Fs x j x (D-3")/12 = 12.00 K -FT W = 1.3333 x SP x B/12 = 1.33 KLF L= SQRT (2 x Mr / W) = 4.24 FT EACH SIDE MAX VERTICAL LOAD = 2 x L x W= 11.31 K 100% 133% 1 GOVERNS CORNER 4.421 4.4 4.42p _ OKE INTERIOR 10.60 7.12 10 60 TIES TO SLAB 100% 133% 1 GOVERNS EH:@ CORNERS 1 0.381 2.181 2.18 @133% FOR 90° CORNER BAR REQUIRED As = 0.082 SQ. IN. / FOR #4 TOTAL OF 1 - As = 0.20 100% 133% 1 GOVERNS -Z @ INTERIOR 0.00 1 1.921 1.92 13300 FOR 450 HAIRPIN REQUIRED As = 0.051 SQ. IN. FOR #4 ,; " TOTAL OF 1 -> As = 0.20 REQ'D SPREAD FOR SLAB STEEL= 2.6 FEET TOTAL REQUIRED HAIRPIN LENGTH = 3.64 FEET �� 0 EW 2 ANCHOR BOLT STRENGTH DESIGN CALCULATION PER i IRC 1925 Fc = 2500 PSI X = 1.0 (NORMAL WT CONCRETE) = 0.65 Fs = 60 KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD + LIVE LOAD FACTOR <= 1.7 X 2 3.4 DEAD LOAD + WIND LOAD FACTOR <_ .75 X 1.4'X 2.1 CORNER COLUMNS STEEL: Pss = 16.3: K / BOLT = 32.6 KIPS TOTAL Vss = 13:6 K / BOLT = 27.2 CONCRETE: As 159.9 SQ. IN. At = 0.0 PC= 14.6 KIPS VC= 11.5 KIPS/BOLT= 23.0 KIPS TOTAL LOADING COMBINATIONS: 100% STRESS LEVEL " MAX TENSION = 0.00 KIPS X LF = 0 � OKa' MAX SHEAR = 0.38 KIPS X LF = 1.29 COMBINED CONCRETE = 0.005 ` COMBINED STEEL = 0.002 133% STRESS LEVEL MAX TENSION = 4.40 KIPS X LF 9.24OK� MAX SHEAR = - 2:56 KIPS X LF 8.70 O COMBINED CONCRETE 0.841 OrKE; / . r COMBINED STEEL= 0.183 OK BRACE BAY AT 133"/0 S MAX TENSION = 3 KIPS X LF = 6.3 OK ✓/ MAX SHEAR = 4 KIPS X LF = 8.404OK x COMBINED CONCRETE 0.4 94 COMBINED STEEL = 0.133 E, OK EW3 f INTERIOR COLUMNS D•IAMETERt n 1 0 75 CINCHES FULL gREg0 442 SQIN�(USED/FOR�C®NCREaTE ROOT AREA XM : ��FOR STEEL` NOB®LTrS 1RO�WSOF� rt y EMBE®ME�NTc 6yy STEEL: Pss = 16.3 K /BOLT= STRENG H�z. STRENG ) , . � BOLTS2�y� T®)TeAL r�' '�`' ��� � �...tTs r t' •. jlIES GAG�E4 ` 32.6 KIPS TOTAL Vss = 13.6 K /BOLT= 27.2 " CONCRETE: As = 159.9 SQ. IN. FOR EDGE DIST >= EMBEDMENT At. = 0.0 SQ IN PC= ' 14.6 KIPS Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: 1000/6 STRESS LEVEL MAX TENSION = 0.00 KIPS X LF = 0 F OKE MAX SHEAR = 0.00 ', KIPS X LF = . 0.00 OKE?' COMBINED CONCRETE = 0.000 OK COMBINED STEEL= 0.000 :OK 133% STRESS LEVEL MAX TENSION = .5.07 KIPS X LF = 10.65 / SHEAR = 2.19 KIPS X LF = 7.45 �ra'�KgNMAX COMBINED CONCRETE COMBINED STEEL= 0.182 0 BRACE BAY AT 133% MAX TENSION = 0.00 MAX SHEAR = 0.00 KIP LF = 0.00 OKE ' N LF = 0 COMBINED CONCRETE _ .000 OK COMBINED STEEL = r SOK • EW4 A5942 4l ISO 9001 a M aaiwnun 0DCERI7FIED FOR DESIGN AND FABRICATION 3 3C CUSTOMER: GOLDEN FEATHER FIRE LOCATION: YANKEE HILL, CA BUILDER: NORTH VALLEY BUILDING SYSTEMS BUILDING SIZE UNIT 1: 36X40X14 LRF 2:12 BMC ORDER NO.: 04-063080-1 BUILDER ORDER NO: 00-49 DESIGNER: CLAUDIA ZIEGLER, E.I.T. DATE: 7/5/00 TABLE OF CONTENTS UNIT 1 DESIGN CRITERIA: D1 SPECIFICATIONS: 1 ROOF SECONDARIES: 5 WALL SECONDARIES: 15 ENDWALL STRUCTURALS: 19 LONGITUDINAL BRACING: 23 WALL PANEL: 27 ROOF PANEL: 28 FRAME DESIGN: F1 FRAME CONNECTIONS: S1 Np C 056216 m Exp DEC 31, 2000 � 4 _ - OF CAS ov DATE: 07/03/00 D E S I G N C,R I T E R I A R'E P O R T PD120ODDC TIME: 01:11 PM I PAGE p 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-72,96 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia `COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND), (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36'. 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 '2.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ----------------------------------------------------------------------------------,---------------------------------------- LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW: 1 1/4" RSW: 1 1/4" LSW: .9 1/2" RSW: 9-1/2" ---------------------------------------------------------------_------ 1. DESIGN SPECIFICATIONS - 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ' 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3._ All welding shall be done in.accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and !<=1211 wide Fy = 55. Built-up Sections matl >1" thick or >12" wide .. Fy = 50. Wide flange Sections (unless noted) Fy = 36. Cold -formed Members up to .120 thickness .......... Fy = 60. over .120 thickness .......... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter .................... Fu = 80. over 3/4" diameter .................... Fu = 70. Roof Cover BRII 26 Gage ................... Fy = 80. Wall Cover BRII 26 Gage ................... Fy = 50. --------------------------------------------------------------------- The-1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBO). Terrain Cat/Wind Exp C Dead Load 2.4 +.Frame Weight Roof Snow Load 40 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load .0 psf Wind Speed 80 mph - Seismic Zone 3 Snow Importance Factor 1.150 Wind Importance Factor 1.150 Seismic Importance Factor 1.250 Min County Ground Snow 0 psf Building Use Category 1 (ESSENTIAL FACILITY DATE: 07/03/00 D E S I G N C R I T E R I_A R E P O R T ENDWALL STRUCTURALS ROOF STRUCTURALS none PD120ODDC TIME: 01:11 PM WIND SPEED ENDWALL PAGE A 2 -------------------------------------------=-------------------------------------------------------------.--------------------------- ORDER # 0.63080 BUILDER —NORTH VALLEY READY MIX BLDR ORDER # 00-49 8Q.00 mph FRAMES: 1 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND).. (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) --------------------------------------------------------=--------------------------------------------------------------------------- LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW: 1 1/4" RSW: 1 1/4" LSW: 9 1/2" RSW: 9 1/2" ------------.----------------------------------------------------------------------------------------- ACTUAL DESIGN LOADS SNOW LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS 50.0 psf FRAMES: 1 40.0 psf FEW 40.0 psf BAYS: 1, 2 40.0 psf REW COLLATERAL LOAD INTERMEDIATE FRAME ENDWALL STRUCTURALS ROOF STRUCTURALS none none none WIND SPEED ENDWALL SIDEWALL INTERMEDIATE FRAME STRUCTURALS STRUCTURALS BRACING ROOF STRUCTURALS 8Q.00 mph FRAMES: 1 80.00 mph FEW 80.00 mph RSW 80 mph 80.00 mph BAYS: 1, 2 80.00 mph REW 80.00 mph LSW WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 B&P EW Roof Beams -1.100 "C" EW Posts 0.800 -0.700 Roof Structurals -1.000 Bracing 0.800 -0.500 ---------------------------------------------------------------------------------------------=------------------------------------ DATE: 07/03/00 D E S I G N D A T A R -E P O R T PD120ODSN TIME: 01:11 PM 0-00-01 GLOBAL DATA ' LRF DESIGN SPECIFICATIONS ------------------ PAGE 1 ----- -------------------------------------------------------------------------------- - ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER ------- # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR.CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE). UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------- 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span or with interior columns as a modular rigid frame. The end frames consist of "C" Section simple beams and posts or an H -Section modular rigid frame. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning between the frames. 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with, bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END' -FRAMES Endwall framing has two options: (1) Light gage "C" section members composed of endwall posts and endwall roof beams. The members are fabricated from 60 ksi minimum yield material except that material greater than 0.120" thick is 55 ksi minimum yield. (2) H -Section roof beams and posts designed as a modular rigid frame. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts, and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 07/03/00 D E S I G N D A T A R'E P O R T PD1200DSN TIME: 01:11 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 2 --------------------------------------------------------------------------=--------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT ----------------------------------------------------=----------------------=-------------------------------------------------------- # 1 BLDG DESCRIPTION' LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86.. MPH UBC 97 2•.000:12 3 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the . column bases. Modular frames with interior columns are designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the, frame; summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sections. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 consists of light gage "C" section endwall roof beams designed as simple span, simple span with cantilever, or two span continuous supported by endwall posts designed as pinned end members. Option 2 consists of H -Section -roof beams and posts designed as modular rigid frames with or without endwall bracing. 3.2.1 Light Gage "C" Section Option 3.2.1.1 Endwall Posts Endwall posts will be designed as pinned end members (simple span) to resist the moment and shear.caused by wind load from the tributary wall area; the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area; and the bending moment caused by the eccentricity of -the vertical forces (roof beam attached to the endwall post flange). All roof and wall loads will be considered uniformly distributed. Except for the addition of the moment caused by the roof beam eccentricity, endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional-flexuraly buckling by the panels and girts. Girt, locations will be.considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span, simple span with cantilever, or two span continuous members. All connections will be considered to provide pinned end support. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. The purlin clips will brace the top and bottom flange of all roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 H -Section Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused by the wind load on the sidewalls. DATE: 07/03/00 . D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM- 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 3 ---------------- -------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT .- BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR'GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT). (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------ LRF 36' 0" 0/32 X 40' 0" ------------------- ------------------------------------------------------------ 0/32 X 14'• 2" 12/32 40' PSF 86 •MPH UBC 97 2.000:12 ----------- 3.3 SECONDARY FRAMING 3.3.1 Purlins, Eave Struts, And-Girts Purlins.and girts.may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the .stiffness analysis method. The purlins and eave struts are designed for the shear and moment caused by live load or uplift on the tributary roof area and the axial load caused.by wind on the tributary endwall area. The girts are designed for the shear and.moment caused by wind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads can be input and considered in the design. The section is, optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span (with girts) members. The panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts, or panel.diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of AISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage of full height panels determined by eave height and wind loading., DATE: 07/03/00 D E S I G N D A.T A R E P O R T PD1200DSN TIME: 01:11 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE . 4 -------------------------------------------------------1-------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY'READY MIX BLDR ORDER # 00-49, BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # '1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32.X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 ----------------------------------------------------------------------------------------------------------------------------------- 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is a parallel cliord Pratt truss in the roof and "X" diagonal rod members' -in the wall. The,rod loads are computed by summing the windward and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is - assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is,divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing -The endwall bracing for the "C" Section endwall will be designed to resist a concentrated load at the top .of the corner post equal to the wind load times the tributary sidewall area: The endwall bracing for the H -Section endwall will be designed to act in conjunction with the rigid frame action of the frame to resist the forces caused by the wind load on the sidewalls. DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 5 --------------------------------------------------------------'------------------------------------------------------------------.--- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 011• 0/32 X 14' 2"-12/32 40 PSF 86 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ SPANS AND UNIFORM LOADS( FT & PSF) +----------------------------------------=-----------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT ------------------------------------------------------------ 1 19.50 2.00 1.4 0.0 46.0 0.0 0.0 2 19.50 2.00 1.4 0.0 46.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS ------------------------------------------------------ -------------------------------+ BAY LOCATION/ NUMBER POSITION ---------------------=-------+ 1 11.00 TOP 2 8.50 TOP NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+------------------------=----------------+ 1 DL + SL -0.04 0.14 -0.04 -0.14 2 DL + WL (S) 0.00 0.00 0.00 0.00 3 DL + SL + .5WL (S) -0.04 0.14 -0.04 -0.14 4 DL + .5SL + WL (S) -0.02 0.07 -0.02 -0.07 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FIG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN** 4) ------------------- •----------------------------------------------------------------------------------------------+ 1 0540520 239-4 9.50 0.087 0.062 60.00 3.50 0.31 1.13 1.55 21.27 2.60 2 0540520 239-4 9.50 0.087 0.062 60.00 3.50 0.31 1.13 1.55 21.27 2.60 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 6 -------------------------------------------------------------=-----------------------------------=----------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX' BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' .0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH -UBC 97 2.000:12 --------------=--------------------------------=------------------------------------------------------------------------------------ DESIGN DATA SUMMARY ------ =----------=-----------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL &_BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW ------------------=----=-----------------------------------=-----+ 1 0.0 1.0 6.3 0.152 1 9.7 56.1 140.7 0.00 28.40 0.399 1 9.7 0.1 56.1 0.159 1 1.0 21.6 2 19.5 -1.0 6.3 0.152 1 9.7 56.1 140.7 0.00 28.40 0.399 1 9.7 -0.1 56.1 0.159 1 3.1 21.6 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT '(* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (*,indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/03/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: .01:11 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER -•NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" ------------------------------------------------------------------------------------------------------------------------------------ 0/32 X 14' 21! 12/32 40 PSF 86 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS( FT & PSF) SHEAR MOMENT +----------------------------------------------------- - - - - -+ BAY SPAN LOAD UNIFORM LOADS . NO DESCRIPTION (K) (IN -K) NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------=---------------------------=-----+ +---------------------.---------+----------------------------------------=+ 1 19.50• 2.00 1.4 0.0 46.0 0.0 0.0 2 19.50 2.00 1.4 0.0 46.0 . 0.0 0.0 -0.04 0.14 -0.04 -0.14 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS -------------------------------+ BAY LOCATION/ NUMBER POSITION ---------------------------------------------------------+ 1 11.00 , TOP _ 2 8.50 TOP NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------_------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +---------------------.---------+----------------------------------------=+ 1 DL + SL -0.04 0.14 -0.04 -0.14 2 DL + WL (S) 0.00 0.00 0.00 0.00 3 DL + SL + .5WL (S) -0.04 0.14 -0.04 -0.14 4 DL + .SSL + WL (S) -0.02 0.07 -0.02 -0.07 SECTION PROPERTIES (ACTUAL FURNISHED PART) ------------------------------------------------ ------------------- ------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) ----------------------------------------------------+ 1 0540520 239-4 9.50 0.087 0.062 60.00 3.50 0.31 1.13 1.55 21.27 2.60 2 0540520 239-4 9.50 0.087 0.062 60.00 3.50 0.31 1.13 1,.55 21.27 2.60 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 8 ----------------- ORDER # 063080 ------------------------------------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO. (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" ---------------------- : 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 DATA SUMMARY ---------------------- =------------------------------------------------------------------------------------------------------ =-------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------=-----------------------------------+ 1 0.0 1.0 6.3 0.152 1 9.7 56.1 140.7 0.00 28.40 0.399 1 9.7 0.1 56.1 0.159 1 1.0 21.6 2 19.5 -1.0 6.3 0.152 1 9.7 .56.1 140.7 0.00 28.40 0.399 1 9.7 -0.1 56.1 0.159 1 3.1 21.6 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV CRITICAL SHEAR (KIPS) ALLV ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE. (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL,MOMENT . ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) . ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC... = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION.WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/03/00 D E S I G N D A T A R E P'O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 9 -------------------------------------------------------------=---------------------------------------------------=------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-047007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) - (LENGTH) .(HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2"_ 12/32 40 PSF 86 MPH UBC 97. 2.000:12 ------------------------------- ---------------------------------------------------------------------------------------------------- SPANS AND UNIFORM LOADS (FT & PSF) --------------------------- =----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +---------------------------------------------------- -----------=-----------------------+ 1 19.50 5.00 1.4 0.0 46.0 0.0 20.-2 3.00 CONTINUOUS 2 19.50 5.00 1.4 0.0 46.0 0.0 20.2 3.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD.LOAD SHOWN. PERIMETER LOADS (FT & PSF) END FORCES +--------------------------------------------------------_----+,. BAY SPAN LOAD PERIMETER,LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ 1 19.50 4.50 1.4 0.0 46.0 0.0 23.7 2 19.50 4.50 .1.4 0.0 46.0 0.0 23.7 PURLIN BRACE LOCATIONS --------------------=-------=---------------------------------------+ BAY LOCATION/ NUMBER POSITION ---------------------------------------------------------------------------+ 1 11.00 - TOP 2 8.50 TOP NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + SL -0.11 0.35 -0.11 -0.35 2 DL + WL (S) 0.04 -0.14 .0.04 0.14 3 DL + SL + .5WL . (S) -0.09 0.27 -0.09 -0.27 4 DL + .5SL + WL (S) -0.01 0.03 -0.01 -0.03 DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 10 ---------------- ----------------------------- ORDER # 063080 --------------------------------------- BUILDER - NORTH VALLEY READY MIX ------------------------------------------------- BLDR ORDER # 00-49 BLDR ACCOUNT # '20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE #- 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) . , (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32• 40 PSF 86 MPH UBC 97 • 2.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----- -----------------------------------------------_------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------------------+ 1 0530650 275-4 9.50 0.067 0.065 60.00 2.75 0.25 1.06 1.12 15.00 2.20 2 0530650 275-4 9.50 0.067 0.065 60.00 2.75 0.25 1.06 1.12 15.00 2.20 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +------------------------------------------------------------=---------------------------------------------------------- -+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD. XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 ' 16.5 -2.2 2.8 0.777 1 7.3 77.7 94.0 0.00 17.00 0.827 1 16.5 -2.2 -42.9- 0.812 '1 13.0 2- 3.0 2.2 2.8 0.777 1 12.2 77.7 94.0 0.00 17.00 0.827 1 -3:0 2.2 -42.9 0.812 1 13.0' NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/03/00 D E S I G N D,A T A R E P O R T PD1200DSN TIME: 01:11 PM .1-02-01 ROOF STRUCTURALS LEFT.SLOPE PURLINS PAGE 11 ------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR.ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX -*NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND)' (CODE/YEAR)' (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32_ 40 PSF '86 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------=----------------------------------=------------------ DESIGN DATA SUMMARY - WEB CRIPPLING -------------- --------------------------- ------------------------------------------------ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP ' CSRC LD ACTM 'ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 1.8 CLIP 1 -0.2 94.0 1.80 CLIP 1 1 E 5.8 CLIP 1 -135.1 188.0 5.80 CLIP 1 2 S 5.8 CLIP 1 -135.1 188.0 5.80 CLIP 1, 2 E -1.8 CLIP 1 -0.2 94.0 -1.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 07/03/00 D E S I G N D A T A - R E P O R T PD1200DSN TIME: 01:11 PM1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 12 ------------------------------------------------7----------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIXBLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) . •(SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 . 40 PSF 86 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT & PSF) 1 DL + SL ------------------------------------------------------------ =----------------- ---------+ -0.35 BAY SPAN LOAD UNIFORM LOADS LAP PURLIN (S) 0.04 NUMBER. WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE 3 ------------- ----------------------------------------------------------- (S) -0.09 =-------------+ -0.09 1 19.50 5.00 1.4 0.0 46.0 0.0 20.2 3.00 CONTINUOUS (S) -0.01 2 19.50 5.00 1.4 0.0 46.0 0.0 20.2 3.00 CONTINUOUS NOTES:MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) END FORCES +--------------------------------------- ---------------------+ BAY SPAN LOAD • PERIMETER LOADS NUMBER WIDTH DL CLL LL. WPRESS WSUCT +------------------------------------------------------------+ SHEAR 1 19.50 4.50 1.4 0.0 46.0 0.0 23.7 2. 19.50 4.50 1.4 0.0 46.0 0.0 23.7 PURLIN BRACE LOCATIONS ----------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 11.00 TOP 2 8.50 TOP NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +-----------------------------=+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN -K) -------+ 1 DL + SL -0.11 0.35 -0.11 -0.35 2 DL + WL (S) 0.04 -0.14 0.04 0.14 3 DL + SL + .SWL (S) -0.09 0.27 -0.09 -0.27 4 DL + .SSL + WL (S) -0.01 0.03 -0.01 -0.03 DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 13 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 ---------------------------------------------------- -------------------------------------------------------------------------------- X 14' 2" 12/32 40 PSF 86 MPH UBC 97. 2.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------------------------------------------------------------------- ----------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG • RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) -(IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------- ------ -----+ 1 0530650 275-4 9.50 0.067 0.065 60.00 2.75, 0.25 1.06 1.12 15.00 2.20 2 0530650 275-4 9.50 0.067 0.065 60.00 2.75 0.25 1.06 1.12 15.00 2.20 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY --------------- ----------------------------------------- --------------------------------------------------------------- --------------+ BAY. *********.** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 16.5 -2.2 2.8 0.777 1 7.3 77.7 94.0 0.00 17.00 0.827 1 16.5 -2.2 -42.9 0.812 1 13.0 2 3.0 2.2 2.8 0.777 1 12.2 77.7 94.0 0.00 17.00' 0.827 1- 3.0 2.2 -42.9 0.812 1 13.0' NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING.LOAD COMBINATION FOR GIVEN LOAD CHECK MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 14 -------------------------------------=----------------------------------------------------.------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-00,7-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH)- (HEIGHT) (SNOW) '' (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 . BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ DESIGN DATA SUMMARY - WEB CRIPPLING +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP I CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 1.8 CLIP .1 -0.2 94.0 1.80 CLIP 1 1 E 5.8 CLIP 1 -135.1 188.0 5.80 CLIP 1 2 S 5.8 CLIP 1 -135.1 188.0 5.80 CLIP 1. 2 E -1.8 CLIP 1 -0.2 94.0 -1.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC =-COMBINED STRESS RATIO BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM =CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 07/03/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM 1-03.01 SIDEWALL STRUCTURALS LEFT SIDEWALL Z-GIRTS PAGE 15 --------------------------------------------------------------------------------------------------------------------------------;--- ORDER # 063080 BUILDER- NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR.GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) . (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X - 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 ------------------•-----------------------------------------7----------------------7------------------------------------------------- SPANS AND UNIFORM LOADS (FT & PSF) +----------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT - NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE +----------------------------------------------------------------------------+ 1 19.50 6.60 18.1 18.1 SIMPLE 2 19.50 6.60 18.1 18.1 SIMPLE GIRT BRACE LOCATIONS +-------------=------------------------------+ BAY LOCATION/ NUMBER POSITION +---------- - ---------------------------------+ 1 NO BRACES FOR THIS SECTION 2 NO BRACES FOR.THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------ - ------------------ NO ---------- -----+NO DESCRIPTION -------------------------------- 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +----------------------------------------------------------+ BAY GIRT NUMBER LOCATIONS ---------------------------------------------------------------------+ 1 7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +--------------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN 2) (IN 4) (IN 4) +--------------------------------------------------------------------------------------------------------------------+ 1 0550324 223-2 9.50 0.077 0.070 60.00 2.75 0.25 1.06 1.28 17.15 2.51 . 2 0550324 223-2 9.50 0.077 0.070 60.00 2.75 0.25 1.'06 1.28 17.15 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM 1-03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL Z-GIRTS PAGE 16 ---------------------------------------------=---------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-00'1-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME GOLDEN.FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND)• (CODE/YEAR.) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC•97 2.000:12 ----------------------------•------------.------------------------------------------------------- ------ - DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-----------------------------------------------------------------------------------------------------------------------------+ BAY. ************ SHEAR **********_** *********** BENDING ************** ** COMBINED SHEAR & BENDING *"" NUMBER - XV' ACTV ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +------------------------=-----------------------------------------------------------------=----------------------------------+ 1 0.0 1.2 5.7 0.203 1 9.7 -68.3 76.3 0.895 .2 9.7 0.1 68.3 0.201 1 2 19.5 -1.2 5.7 0.203 1 9.7 -68.3 76.3 0.895 2 9.7 0.1 68.3 0.201 1 NOTES: XV = DISTANCE (FEET) FROM LEFT_ SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN.-KIPS) ALLM = ALLOWABLE MOMENT (IN.-KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 07/03/00 PROPERTIES (ACTUAL FURNISHED PART) D E S I G N D A T A R•E P.O'R T PD1200DSN TIME: 01:11 PM 1-03-01 SIDEWALL STRUCTURALS = RIGHT SIDEWALL Z-GIRTS =-------------------------------------- PAGE 17 ------------------------------------------------ ORDER # 063080 BUILDER - NORTH =------- ------------------------------- VALLEY READY MIX BLDR ORDER #• 00-49" BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION -------------------------------------------- ,LRF 36' 0" 0/32 X 40' 0" --------------------------------------------------------------------------------- 0/32 X 14' 2" 12/32 .40 PSF 86 MPH UBC 97 2.000:12 SPANS AND UNIFORM LOADS (FT.& PSF) MINTRK (IN) (KSI) (IN) (IN) +----------------------------------- -----------------------------------------+ (IN 4) (IN 4) NUMBER BAY SPAN LOAD UNIFORM LOADS LAP - GIRT NUMBER WIDTH WPRESS ' WSUCT LEFT -RIGHT•` TYPE +---------------------------------------------------------------------------------- 9.50 0.077 0.070 60.00 2.75 0.25 ----+ 1.28 17.15 1 19.50 6.60 18.1 18.1 SIMPLE 0.070 60.00 2 19.50 6.60 18.1 18.1 SIMPLE 17.15 2.51 GIRT BRACE LOCATIONS +--------------------------------------------+ BAY LOCATION/ NUMBER POSITION -------------=------+ 1 NO BRACES FOR THIS SECTION 2 NO BRACES FOR THIS SECTION NOTES: GIRT -BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE. 2 WIND SUCTION GIRT LOCATIONS ------------------------------------------------------------------------------------ BAY GIRT NUMBER LOCATIONS ------------------- -----+ 1 7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------.-------------------------------=--------------------------------------------------------------+ FY FLG RAD LIP AREA IX IY BAY PART LENGTH DEPTH NUMBER (IN) (IN) THICK' (IN) MINTRK (IN) (KSI) (IN) (IN) (IN) (IN 2) (IN 4) (IN 4) NUMBER --------------------------+ +---------------------------------------------------------------------------------- 9.50 0.077 0.070 60.00 2.75 0.25 1.06 1.28 17.15 2.51 1 2 0550324 223-2 0550324 223-2 9.50 0.077 0.070 60.00 2.75 0.25 1.06 1.28 17.15 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S,I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL Z-GIRTS PAGE 18 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT #_ 1 BLDG ---------------------------------------------------------------------------------------------------•--------------------------------- DESCRIPTION• LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) ------------------------------------------ =----------- ----------- -----------------------------------------------------.--------+ BAY ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** - NUMBER XV ACTV. ALLV CSRV LD XM ACTM ALLM CSRB LD XC ACTVC ACTMC CSRC LD +--------------------•--=------------------------------------------------------------------------------------------------------+ 1 0:0 1.2 5.7 0.203 1 9.7 -68.3 76.3 0.895 2 9.7 0.1 68.3 0.201 1 2 19.5 -1.2 5.7 0.203 1 9.7 -68.3 76.3 0.895 2 9.7 0.1 68.3 0.201 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (*, indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN. -KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION _ ACTMC = MOMENT AT COMBINED LOCATION CSRC =COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 07/03/00 D E S I'G N D A T A R E? O R T PD1200DSN. TIME: 01:11 PM 1-04-01 ENDWALL STRUCTURALS FRONT.ENDWALL Z-GIRTS PAGE 19 -------------------- ---------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # .00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) '(LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 011. 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ SPANS AND UNIFORM LOADS (FT & PSF) ---------------------------------- =------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT• LEFT RIGHT TYPE +-------------------------------------------------------------="--------------+. .1 18.00 7.35 18.1 18.1 SIMPLE 2 18.00 7.35 18.1 18.1 SIMPLE GIRT BRACE LOCATIONS +--------------------------------------------+ BAY LOCATION/ NUMBER POSITION +--------------------------------------------+ 1 -NO BRACES FOR THIS SECTION 2 NO BRACES FOR THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE,MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL' LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS BAY GIRT NUMBER LOCATIONS ----------------------------------------------------------------------=--------------------+ 1 .7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +-----------------------------------------------------=--------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTH•K FY FLG RAD LIP AREA IX IY NUMBER , NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) ------------------------------------------------------------------------------------------------------------------------- 1 0550324 193-2 9.50 0.077 0.068 60.00 2.75 0.25 1.06 1.28 17.15 2.51 2 0550324 193-2 ' 9.50 0.077 0.068 60.00 2.75 0.25 1.,06 1.28 17.15 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL Z-GIRTS PAGE 20 ------------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS- BLDR PHONE # 530-345-7296 PROJ NAME'-' GOLDEN FEATHER FIRE ENGR GRP .- Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH. UBC 97 2.000:12 ----------------------------------------------------------------------------------------------'-------------------------------------- DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) +-----------------------------------------------------------------------------------------------------------------------------+ BAY ************.SHEAR ************ *********** BENDING'*********.***** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV_ LD XM ACTM -ALLM CSRB LD XC ACTVC ACTMC CSRC LD --------------------- --------------------------------------------------- -------------------------------- -----------------------+ 1 18.0 -1.2 5.7 0.209 1 9.0 -64.8 76.3 0.849 2 9.0 0.2 64.8 •0.181 1 2 0.0 1.2 5.7 0.209 1 9.0 -64.8 76.3 0.849 .2 9.0 0.2 64.8 0.181 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates.overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM. = ALLOWABLE MOMENT (IN. -KIPS) CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 07/03/00 D E S I G N D A T A R E P O R T PD1200DSN TIME: 01:11 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL Z-GIRTS PAGE 21 ------------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20704-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) . ,(SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF " 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 ------------------------------------------------------------------------------------------------------------------------------------ SPANS AND UNIFORM LOADS (FT & PSF) +----------------------------------------------------------------------------+ BAY •SPAN LOAD UNIFORM LOADS LAP GIRT NUMBER WIDTH WPRESS WSUCT LEFT RIGHT TYPE +----------------------------------------------------------------------------+ 1 18.00 7.35 18.1 18.1 SIMPLE 2 18.00 7.35 18.1 18.1 SIMPLE GIRT BRACE LOCATIONS +----.----------------------------------------+ BAY LOCATION/ NUMBER POSITION ---------------------------------------------- 1 NO BRACES FOR.THIS SECTION 2 NO BRACES FOR THIS SECTION NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION • +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION GIRT LOCATIONS +------------------------------------------------------------------------------------------------------------------------+ BAY GIRT NUMBER LOCATIONS +------------------------------------------------------------=-----------------------------------------------------------+ 1 7.50 2 7.50 SECTION PROPERTIES (ACTUAL FURNISHED PART) +--------------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) ('IN**2) (IN**4) (IN**4) +--------------------------------------------------------------------------------------------------------------------+ 1 0550324 193-2 9.50 0.077 0.068 60.00 2.75 0.25 1.06 1.28 17.15 2.51 2 0550324 193-2 9.50 0.077 0.068 60.00 2.75 0.25 1.06 1.28 17.15 2.51 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL Z-GIRTS PAGE 22 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 - .'BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO -(TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 -------------------------------------------------------------------------------------=---------------=------------------------------ DESIGN DATA SUMMARY (MAXIMUM.CONDITIONS SHOWN) +-----------------------------------------------------------------------------=-----------------------------------------------+ BAY ************ SHEAR ************ *********** BENDING ************** ** COMBINED "SHEAR &-BENDING ***** NUMBER XV ACTV ALLV CSRV LD XM - ' ACTM. ALLM - CSRB LD XC ACTVC ACTMC CSRC LD +-------------------------------=---------------------------------------------------------------------------------------------+ 1 18.0 -1.2 .5.7- 0.209 1 9.0 -64.8 76.3 .0.849 2 9.0 0.2 64.8 0.181 1 2 0.0 1.2 5.7 0.209 1 9.0 -64.8 '76.3 0.849 2 9.0 0.2 64.8 0.181 1 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV, = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR (* indicates overstress condition) XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN. -KIPS) ALLM = ALLOWABLE MOMENT (IN. -KIPS) CSRB = COMBINED STRESS RATIO,AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR•AT COMBINED LOCATION ACTMC = MOMENT AT COMBINED VOCATION CSRC COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK DATE: 07/03/00 D E S I G N D A T A R E P O R T PD120ODSN TIME: 01:11 PM 1-05-01 LONGITUDINAL BRACING ROOF BRACING PAGE 23 ------------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP Visalia COMPLEX - NO , (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) .(SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 . 40 PSF 86MPH UBC 97 2.000:12 -------------=---------------------------------------------------------------------------------------------------------------------- ROOF BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION.ON THE BRACING SECTIONS STARTING WITH•THE LEFT SIDEWALL STRUCTURE LINE AND THE FIRST BRACED BAY FROM THE FRONT ENDWALL. ANY DIRECTIONS INDICATED ASSUME YOU ARE LOOKING AT A PLAN VIEW OF THE ROOF BRACING WITH THE FRONT ENDWALL AT -THE BOTTOM OF THE DRAWING. +------+-=---+--------+-------+-------+--------+----------+-----------.-+ ROD BAY I DIST BAY I ROD ROD CONNECTION1 PART DIR- NUM FROM LEN LOAD DIA DET NUMBER ECTION EAVE _FROM FEW (FT) (FT) (KIPS) (IN) LEFTIRIGHT +------+-----+--------+-------+-------+--------+----+-----+------------+ ! / ! 2 ! 0.00 ! 20.00 ! 2.78 ! 0.5000 !B001!B001 ! 544047 ! ! \ ! 2 ! 0.00 ! 20.00 ! 2.78 ! 0.5000 !B001!B001 ! 544047 ! "' F / ! 2 ! 18.00 ! 20.00 ! 2.78 ! 0.5000 !B001!B001 ! 544047 ! ! \ ! 2 ! 18.00 ! 20.00 ! 2.78 ! 0.5000 !B001!B001 ! 544047 ! +------+-----+--------+-------+-------+--------+----+-----+------------+ DATE: 07/03/00 D E S I G N D A'T A R E P•O R T PD1200DSN TIME: 01:11 PM 1-05-01 LONGITUDINAL BRACING WALL BRACING PAGE 24 -------------------------=---------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-1007-90 BLDR CONTACT - BOB PARSONS BLDR-PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 36' 0" 0/32 X 40' 0" 0/32 X 14' 2" 12/32 40 PSF 86 MPH UBC 97 2.000:12 -------------------------------------------- a SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ , OR / . +------+-----+-------+-------+-------+--------+----------------+------------+-------------+-------------+ ROD • BAYBAY BAY BR NOM ROD ROD CONNECTION PART REACTIONS REACTIONS DIR- NUM SIZE EAVE LOAD DIA DET NUMBER HORIZI•VERT HORIZI VERT ECTION FROM ECTION HT HT ANCH (WIND) (SEISMIC) FEW (FT) (FT) (KIPS) (IN) BASE TOP (BOLT BASEI (KIPS)I(KIPS) (KIPS)I(KIPS) +------+-----+-------+--.-----+-------+--------+----+-----+-----+------------+------+------+------+------+ !(KIPS)I(KIPS) (KIPS)I(KIPS) +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ ! \ ! 2 ! 20.00 ! 14.19 ! 4.70 ! 0.5000 !B001! B001! N/R ! 0544047 ! 3.741 2.34! 2.54! 1.59! ! / ! 2 ! 20.00 ! 14.19 ! 4.70 ! 0.5000 !B001! B001! N/R ! 0544047 !. 3.74! 2.34! 2.54! 1.59! +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ !B001! B001! N/R ! 0544047 ! 3.74! 2.34! 2.54! 1.59! +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ RIGHT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X , \ , OR / . +------+-----+------=+-------+-------+--------+----------------+------------+-------------+-------'-----+ ROD BAY BAY BR NOM ROD ROD CONNECTION PART REACTIONS REACTIONS DIR- NUM SIZE EAVE LOAD DIA DET NUMBER HORIZI VERT HORIZI VERT ECTION FROM HT ANCH (WIND) (SEISMIC) FEW (FT) (FT) (KIPS) (IN) BASEI TOP (BOLT !(KIPS)I(KIPS) (KIPS)I(KIPS) +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ ! / ! 2 ! 20.00 ! 14.19 ! 4.70 ! 0.5000 !B001! B001! N/R ! 0544047 ! 3.74! 2.34! 2.54! 1.591 ! \ ! 2 ! 20.00 ! 14.19 ! 4.70 ! 0.5000 !B001! B001! N/R ! 0544047 ! 3.74! 2.34! 2.54! 1.59! +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ LONGITUDINAL BRACING DESIGN CUSTOMER: GOLDEN FEATHER VOL. FIRE CO psf DATE: 07/03/00 BUILDER: NORTH VALLEY BUILDING SYS psf DESIGNED BY: CLAUDIA L MEGLER, EIT BMC ORDER #: 063060 psf ROOF COLLATERAL LOAD: BLDR ORDER #: 00.49 WIDTH LENGTH HEIGHT SLOPE 36 40 14 2 'BUILDING LOADINGS: psf TOTAL SEIS ROOF LD: BUILDING CODE: UBC ROOF LIVE/SNOW LOAD: 46 EDITION YEAR: 1997 DEAD LOAD: 4 COLLATERAL LOAD: WIND DESIGN: WIND SPEED(V in mph): 80 WIND EXPOSURE FACTOR: C WIND IMPORTANCE FACTORM: 1.15 MEAN ROOF HEIGHT(H)(ft): 15.50 Ce= 1.13 Cq = 1.3 total for building walls and at each parapet q = 0.00256M'2 = 16.38 psf - P=(Ce)(Cq)gl= 27.68 psf 10 psf minimum ( 0.028 l ksf SEISMIC DESIGN: SEISMIC ZONE: 3 SEISMIC COEFFICIENT Ce (FROM 16-Q): 0.36 SEISMIC ZONE FACTOR Z (FROM 16-1): 0.3 SEISMIC COEFFICIENT C„ (FROM 16-R): 0.54 SEISMIC IMP. FACTORM: 1.25 BRACING R: 5.6 SOIL PROFILE TYPE:. SD BRACIN(S2o (FROM TABLE 16-N): 2.2 % SNOW IN SEISMIC: 25% a STRUCTURAL PERIOD: T = C,(hn)'�a = 0.1562 (30-8) V RTW 0.77 W (30-4) WHERE C, = 0.020 • NEED NOT EXCEED: CONTROLLING V/1.4-- 0.143 W Eh=V 2.5C 1 ' r, ,,, 0.250 a W = 0.201 W. (30-5) ." . V = 20- R p = 2 - 0.11 (30-3) rmax A SHALL NOT BE LESS THAN: e V= 0.11 CB I W= 0.050 W (30-6) p m- = 1 .5 , p m in= 1 .0 use p = 1.00 E = p E, = pV = 0.143 W(30-1) FOR SIDEWALL RODS: (STRENGTH DESIGN) E S2 o E, = a vV = 0.442 W(30-2) 4 WEIGHT (W) OF FEW= 1.4 psf WEIGHT (Wl OF REW= 1.4 psf ROOF DEAD LOAD: 4 psf ROOF COLLATERAL LOAD: 1.9 psf ROOF SNOW LD: 46 0. ROOF SNOW LOAD X %: 11.5 psf TOTAL SEIS ROOF LD: -'Ir5-psf BUILDING BRACING REACTIONS BAYS - LOCATION BRACING 20 H BAY SIZE - V H V- L W(WIND 1. 1.4 R W(WIND) 1.9 1.4 L W( EI MI ) 0. RW(IMI) _ LONGITUDINAL BRACING DESIGN - CUSTOMER: GOLDEN FEATHER VOL. FIRE CO DATE: 07/03/00 BUILDER: NORTH VALLEY BUILDING SYS DESIGNED BY: CLAUDIA L ZIEGLER, EIT BLDR ORDER 8: OD-49 BMC ORDER 8: 063080 BAY. WIND LOADING SEISMIC LOADING 20 20 20 POST DIST I'L*SW FEW REW BAY BAY BAY BAY PACE. • NO OF FROM WALL WALL POINT STRUT ROD ROD POINT ROD ROD CNTRL .ROD •CNTRL 'ROD- _ /LOC :- BAYS STR HT HT HT LOAD LOAD LOAD LOAD LOAD STRUT LOAD' LOAD LOAD ROD SIZE ALLOW - ROD SIZE :ALLOW LSW 2 14.00 14.00 14.00 1.7 1.9 2.4 0.8 0.8 3.1 1/2 6.9J9.82' - RSW -2 36 14.00 14.00 14.00 1.7 1.9 2.4 0.8 0.8 3.1 1/2 6.9J9.82• q;.t'+n �S} a }r �mmr,t7- t",r.<s. .ys u.rb.!�' + „d •'t,'H�-!�+ .J. tFF 4k.Ileix. r,s+:�w7 t�+:Tt_7,I-a: 2++r' CONTROLS] 18 2 1.4 18 0.6 1/2 .6.9 18 17.00 17.00 17.00 4.2 2.1 1.7 0.8 18 2 1.4 0.6 1/2 6.9 3u -lerib ll Wall System - , el PANEL: DESIGN DATA Cai��lat�d seaiia; al �;-a�rLns ta; 3:tt:s-i�11 vall ; snJ naieras using i 933 �arUan a; AlS1 neSi�n :..an;:a1 wtti2 '1939 AddendJn2. • 12' I i2' 1 12' 412" , 3" 4 412" 3 4 12' I 4 'ill" 3' , 4112" ' Ss:.it�n 1 n-.DJ37 2 2x1 Se.:,an r-,memes ix !Pile -api Di Width Pm?J I D�i�a ry Y4E�ti ? .- ias2 un t?iLsia�iu:rc> gun D2 krside s~:ata-ia1 hick Cmc rrsi� I rr-sb 1(m4) ( Sx f1r3) I 1 fm4) 7 1 5D 12DD I 1 _ i 4 LD G2. mall D.1) 1 a I D.L=C$ I D_D34D I D_D3 2 I D.D3D5 ?4 G2. well D.D '5 1 5D 1?��DD I i.i� .I D i'34D I D.Dr r a I D�473 I D.L3r,'a i fif2rn:rable LL -1f rm LEZ tt ) panel r'y (itn. 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Ofi6 Ci+IM ler,Uetu UCISoO IStY }e uci;►ca SE6 L 6u!sn s;eua}etu Iaued Lua;s is rGO' WZX� :agns :ci sa�Lade:d leuc�}cas pa;elnle� t11�1a NJIS3Q sleua,,! - >ua;sAS 10o�4 11 C,)qlsat,n8 az (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) - (UNIT) (FRAMELINES) PAGE NO. -------- DESIGN FRAME # 1 EWDS :--_-- 36'-0" ------ 14'-2 3/81140 PSF ----=- 86 MPH ------------ UBC 97 ------- 2.00 TO 12 ------ 1 FEW,REW F 1 DESIGN FRAME # 2 LRF. 36'-0" 14'-2 3/8"40 PSF 86 MPH UBC 97 2.00 TO 12 1 2 F* 24 r F"R"AME DESIGN - G"E NERAL INFORMATION CADDS DATE: 07/03/00 PAGE: TIME: 01: 09, -------2 ------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - (CODE/YEAR) (SLOPE) (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) DESIGN SYSTEM --------------------------------------------------------------------------------------------- FRAME # 1• DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 14.001 FT. 14.001 FT. 1 TO 2 = 18.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 13.198 FT. 13.198 FT. CMX = 0.850 COL, CLEAR HT. = 12.373 FT. 12.373 FT. CMX(stepped column/no wind) = 0.950 (P/12.) SLOPEOFFSET = 2.000 2.000 CMY(pinned in minor axis) = 0.600 SW EAM(P/ = 0.125 IN. 0.125 IN. CMY(fixed in minor axis) = 0.400 DIST. TO RIDGE - 18.000 FT. 18.000 FT. COLUMN OFFSET = 1.000 IN. 1.000 IN. ENDWALL GIRT DEPTH = 9.500 IN. 9.500 IN. FRAME OFFSET = 6.000 IN. PURLIN DEPTH = 9.500 IN. 9.500 IN. POST OFFSET = 1.000 IN. (PURLIN UNINSULATED) --------------------- JOINT DATA ------- -------------- ------------------------------ --------------------- MEMBER DATA--------- JOINT X-COORD Y-COORD DEGREE-OF-FREEDOM MEMBER MOM. RELEASE K VALUES END IN PLANE OUT OF PLANE NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START 1 0.578 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 0 0.75 1.00 2 0.578 12.793 0 0 0 1 0 2 2- 3 0 4- 3 Rotated 0 1 1.00 1.00 3 18.000 15.288 0 0 0 1 0 3 0 0 0.75 1.00 4 18.000 0.000 1 1 0 1 0 4 5- 3 0 0 1.50 1.00 5 35.422 12.793 0 0 0 1 0 5 6- 5 6 35.422 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) �. FRAME DE S I GN., - S E C0NDARY / BRACE L 0 C A T I ONS CADDS' DATE: 07/63/00 PAGE:F 3 TIME: 01:09 PM --------------------- ----- - ------ ------- - ----- ------ ORDER # 063080 BUILDER NORTH VALLEY READY MIX -------------------------------- BLDR ORDER # 00-49 GOLDEN BLDR ACCOUNT FEATHER FIRE ENGR GRP # 20-04-007-90 - Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - (SNOW) (WIND) (CODE/YEAR) (SLOPE) (TYPE) (WIDTH) (HEIGHT) # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/81i 40 PSF 86 MPH UBC 97 2.000 TO 12 DESIGN SYSTEM FRAME -------------.---------------------------------------------- Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: DIST - ACCUM - Distance to purlin from the low sidewall in FEET. No support FL Outside flange only braced ID - B Base, G Girt, P Purlin, E Eave strut, O Other, O O -IF Outside and Inside flange braced L Landmark 2000 truss purlin. O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or,NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 4- 3 BRACE COLUMN 6- 5 BRACE ROOFBEAM DIST ACCUM 2- 3 BRACE ID BRACE FORCE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 4.00 4.00 E O FL P O -SF 7.50 G O -IF YES 14.38 O O -IF YES 7,50 G O -IF YES O O -IF YES 9.00 9.00 P O FL 12.37 O O -IF YES 17.00 E NO 12.37 14.00 E O -IF NO 14.00 14.00 P O -SF 14.00 E O -IF NO 17.00 17.00 P O -SF ROOFBEAM 5- 3 BRACE DIST ACCUM ID BRACE FORCE 0.00 0.00 E O FL 4.00 4.00 P O -SF 9.00 9.00 P O FL 14.00 14.00 P O -SF 17.00 17.00 P O -SF FRAME CONSTRAINTS = SPLICE LOCATION RESTRICTIONS location #. FLOOR LINE OFFSET. - om bottom o LOCATION - Distance is referenced from previous ction to baselinereference WIDTH/HEIGHT - Clear opening size, used to locate posts .and perform the frame profile interference check::' UNIT.#1 - FEW - LOCATIONS FROM LEFT TO RIGHT (Normal) LOC' RESTR... FLOOR LINE # TYPE LOCATION WIDTH/HEIGHT OFFSET DESCR. 1 Door i0.00 12.00 x 12.00. 0.00 Ovrhd door 2' Door - 16.00 12.00 x 12.00• 0.00 Ovrhd door F R A M E D E S .I G N - C O N V ENT I O N S CARDS DATE: 07/03/00 PAGE: F, 4 .: TIME: .01:09 PM ------------------------------- ---------- ------------------------------------------------------------------------ - - -------- BUILDER NORTH VALLEY READY MIX ORDER # 063080 BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-9 - GOLDEN FEATHER FIRE ENGR GRP Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (TYPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 ---------------------------------------------------------------------- 3/8" 40 PSF 86 MPH UBC . 97 2.00o TO 12 GENERAL t In forces and coordinates follow the ZCONC - Out -of -plane concentrated load. This load can be a Y or a force in.the Z axis general,' right hand rule. The X axis is horizontal and posi- V moment about the global X or axis, tive to the right. The Y axis is vertical and posi- direction.. tive upward. The Z axis is normal to theX and Y +---H to SCRAN - Special load for crane loads. This is smi axis, and is positive out of this plane. Positive / ora the MCONC load except that .the moment is in the minor axis moments about the X, Y, and Z axis are counter- direction of the member and is supported by only one flange. clockwise as viewed looking toward the origin of the Z axis. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS APPLIED LOADS Columns use the vertical distance measured from the base For load application, vertical and horizontal distances are plate of the column. measured from an origin point at the left structure line and Roofbeams use the horizontal distance measured from the the base of the left exterior column. start of the member. In the case of exterior roofbeams, the UNIF - Uniformly distributed loads. These loads can be in start of the member is at the exterior structure line. X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot.' The the end of the MEMBER FORCES distances are the location of the start and load, along the axis of the member. Positive axial force, the member is in compression. Positive TAPR - Tapered distributed loads. The magnitude in kips/foot shear force, outward force on the end of the member. Positive the outer flange. of each end of the load is given. Loads can be in the X, Y, or moment, compression on Z direction. Distances are measured along the axis of.the member. FRAME REACTIONS CONC - Concentrated load. This load can be a force in the X location of. Reactions use the global coordinate '.system. A positive or Y direction or a moment about the Z axis. The load at..the horizontal force is to the right. A positive vertical (V) the load is measured along the member. The exists -6f' .(H) force is upwards. rA positive in -plane moment (M) is counter - neutralraxis of the member, or -'at the outer or inner flange, clockwise in the X -Y plane. A positive out -of -plane force (Z) the member... is out of the X -Y Plane. A positive out-of=plane moment (MX).is MCONC = Moment.producing concentrated load. This load .type counter clockwise about the X axis ( near side rotating down ) is similiar to a concentrated load except the. location of the load is.given in, global coordinates, and. can exist off the ;. ' member: BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 1 (ESSENTIAL FACILITY) TERRAIN CAT/WIND EXP C APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.370 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF SNOW LOAD (SL ) = 40.000 PSF Roof Exposure =•'Partially Exposed Roof Thermal Condition Normal MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow 0 PSF INCLUDES 1.15 IMPORTANCE FACTOR 0.0 PSF F R A M E D E S I G N - L O A D S U M M A R Y CADDS DATE: '67/03/00 PAGE:F 5 TIME: 01:09 PM --------------------------------------------- ------------------------------------------ BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 ORDER # 063080 BUILDER - NORTH VALLEY READY MIX 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (TYPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" ----------------------------------------------------- 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000- TO 12-------------- GENERAL BUILDING INFORMATION DESIGN BAY = 10.250 FT. TOTAL BUILDING LENGTH = 40.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL BRII 26STL 0.87 PSF 2.37 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) ROOF BRII 26STL RIGHT SIDEWALL BRII 26STL 0.87 PSF ENDWALL BRII 26STL 0.87 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 1 (ESSENTIAL FACILITY) TERRAIN CAT/WIND EXP C APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.370 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF SNOW LOAD (SL ) = 40.000 PSF Roof Exposure =•'Partially Exposed Roof Thermal Condition Normal MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow 0 PSF INCLUDES 1.15 IMPORTANCE FACTOR 0.0 PSF LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS SLOPE REDUCTION LOAD NET ROOF LOAD FACTOR COEFF (PSF) 100.00% 1.15 46.00 100.00% 1.15 46.00 = 86.000 MPH ( 20.152 PSF) MIN COUNTY WIND SPEED = 86.000 MPH ( 20.152 PSF) = 86.000 MPH ( 20.152 PSF) = 1 = ENCLOSED WIND FROM LEFT (WLL) LEFT SIDEWALL 0.800(PRESSURE) i -0.900(SUCTION ) F R A M E D E S I G N - L 0 A D S U M M A R Y (EWP) DATE: 07/03/00 -0.700(SUCTION ).. R00F' -0.700(SUCTION ) ENDWALL 0.800(PRESSURE). SIDEWALL CANOPY/OVERHANG ' CADDSPAGE:F 6 TIME: 01:09 PM., ,. -1.200(SUCTION ) ---- --=----------------------------------------------- - ORDER # 063080 BUILDER NORTH VALLEY READY ----------------------------------------------------------------- MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION -------------------------------------------------- EWDS 36'-0" 14'-2 3/8" -------------------------------------------------------------------- 40 PSF 86 MPH UBC 97 2.000 T0.12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF SNOW LOAD (SL ) = 40.000 PSF COEFFICIENTS LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS SLOPE REDUCTION LOAD NET ROOF LOAD FACTOR COEFF (PSF) 100.00% 1.15 46.00 100.00% 1.15 46.00 = 86.000 MPH ( 20.152 PSF) MIN COUNTY WIND SPEED = 86.000 MPH ( 20.152 PSF) = 86.000 MPH ( 20.152 PSF) = 1 = ENCLOSED WIND FROM RIGHT (WLR) -0.500(SUCTION ) -0.700(SUCTION ) -0.900(SUCTION ) 0.800(PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -0.700(SUCTION ) -0.700(SUCTION ) -1.200(SUCTION -0.700(SUCTION ) 82 MPH INCLUDES 1.15 IMPORTANCE FACTOR INTERNAL PRESSURE (IP') 0.000 1.200(PRESSURE) 0.000 0.000 INTERNAL SUCTION (IS ) 0.000 0.000 1.200(PRESSURE) 0.000 WIND FROM LEFT (WLL) LEFT SIDEWALL 0.800(PRESSURE) LEFT ROOF -0.900(SUCTION ) RIGHT ROOF -0.700(SUCTION ) RIGHT SIDEWALL -0.500(SUCTION ) ENDWALL WIND PRESURE (EWP) SIDEWALLS -0.700(SUCTION ).. R00F' -0.700(SUCTION ) ENDWALL 0.800(PRESSURE). SIDEWALL CANOPY/OVERHANG •-1.200(SUCTION ) ; ENDWALL CANOPY/OVERHANG -1.200(SUCTION ) WIND FROM RIGHT (WLR) -0.500(SUCTION ) -0.700(SUCTION ) -0.900(SUCTION ) 0.800(PRESSURE) ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -0.700(SUCTION ) -0.700(SUCTION ) -1.200(SUCTION -0.700(SUCTION ) 82 MPH INCLUDES 1.15 IMPORTANCE FACTOR INTERNAL PRESSURE (IP') 0.000 1.200(PRESSURE) 0.000 0.000 INTERNAL SUCTION (IS ) 0.000 0.000 1.200(PRESSURE) 0.000 F R A M E D E S I G N - L O A D S U M M A R Y DATE: 07/03/00 CADDS '. r', '"•':'''; PAGE: F.r:.... 7-."'." TIME: 01:09 PM ---------=------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # '20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE •ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" ----------------------------------------------------------------------------------------------------------------------------------- 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 25.000% Seismic W - LEFT ROOF = 14.370 PSF Seismic W - RIGHT ROOF = 14.370 PSF SEISMIC.ZONE = 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.250 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Nv FACTOR = 1.000 Ct FACTOR = 0.035 T FACTOR = 0.256 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 ; NET SEISMIC FACTOR = 0.250 F R A M E D E S I G N - L O A D C O M B I N A T I O N S :•DATE: 07/03/00 CARDS 8 TIME: 61:09 PM ---------PAGEoF --------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LCN LOAD DESCRIPTION STRESS. MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + SL 1.000 N N N Std Des '100.00 DL 100.00 SL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + SL + .5WLL 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLL 5 DL + .5SL + WLL 1.333 N N N Std Des 100.00 DL 50.00 SL. 100.00 WLL 6 DL + SL + .5WLR 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLR 7 DL + .5SL + WLR 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 WLR 8 DL + EQL/1.4 1.333 N N N Std Des 100.00 DL 72.00 EQ 9 DL + EQR/1.4 1.333 N N N Std Des 100.00 DL -72.00 EQ 10 DL + .25SL+ EQL/1.4 1.333 N N N Std Des 100.00 DL 25.00 SL 72.00 EQ 11 DL + .25SL+ EQR/1.4 1.333 N N N Std Des. 100.00 DL 25.00 SL -72.00 EQ 12 DL + SLL + 1.000 N N N Std Des 100.00 DL 100.00 SLL 50.00 SLR 13 .:5SLR DL + + SLR 1.000 N N N Std Des 100.00 DL 50.00 SLL 100.00 SLR 14 .5SLL DL+SLL+.5SLR+WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 100.00 SLL 50.00 SLR 15 DL+.5SLL+SLR+WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 50.00 SLL 100.00 SLR 16 PDL+ 2.80EQL 1.700 Y N N Axial C 100.00 DL 200.00 EQ 17 PDL+ 2.80EQR 1.700 Y N N Axial C 100.00 DL -200.00 EQ 18 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 200.00 EQ . 19 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -200.00 EQ 20 DL + .25SL +2.80EQL 1.700 Y N N Conns 100.00 DL 25.00 SL 200.00 EQ 21 DL + .25SL +2.80EQR 1.700 Y N N Conns 100.00 DL 25.00 SL -200.00 EQ 22 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 23 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS 24 DL + SL + .5EWP 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 EWP 25 DL + + EWP 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 EWP 26 .5SL DL + SL + .5EWS 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 EWS 27 DL + .5SL + EWS 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 EWS 28 DL+WLL-IP 1:333 N N N Std Des 100.00 DL 100.00 WLL -100.00 IP 29 DL+WLR-IS 1.333. N N N Std Des 100.00 DL 100.00 WLR -100.00 IS 30• DL+.5SL+WLL-IP 1.333 N N N Std Des 100.00, DL 50.00 SL 100.00 WLL -100.00 IP 31 DL+.5SL+WLR-IS 1.333 N N N :Std Des 100.00 DL 50.00 SL 100.00 WLR -100.00 IS 32. DL+SL+.5WLL-.5IP- 1.333 N N N Std Des 100.00. DL 160.00, SL 50.00 WLL -50.00 IP 33 DL+SL+.5WLR-.5IS 1.333 N N N Std Des 100.00 DL 100:00: 'SL 50.00 WLR -50.00 IS LOAD CASE (DL.) DEAD LOAD LOAD F R A M E. D E S I G N A P P L I E D L O A D S NO (START -END) DATE: 07/03/00 DL 2 2 - 3 UNIF DL CADDS TIME:. 01:09 PM ---- UNIF LOAD CASE (SL ) SNOW LOAD 0.000 LOAD PAGE:F, 9 ----- ------------ ORDER # 063080 7 ---------------------- --------- ------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 (START -END) BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia LOAD CASE (WLL) (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) LOAD DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 1 - 2 LOAD CASE (DL.) DEAD LOAD LOAD MEMBER JOINTS LOAD LABEL, NO (START -END) TYPE DL 2 2 - 3 UNIF DL 4 5 - 3 UNIF LOAD CASE (SL ) SNOW LOAD 0.000 LOAD MEMBER JOINTS LOAD LABEL NO (START -END) TYPE SL 2 2 - 3 UNIF SL 4 5 - 3 UNIF LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD LABEL NO (START -END) TYPE WLL 1 1 - 2 UNIF WLL 2 2 - 3 UNIF WLL 4 5 - 3 UNIF WLL 5 6 - 5 UNIF LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS •LOAD LABEL NO (START -END) TYPE WLR 1 1 - 2 UNIF WLR. 2 2 - 3 UNIF WLR 4 5 - 3 UNIF WLR 5 6 - 5 UNIF LOAD CASE (IP ) WIND INT PRESSURE LOAD MEMBER' JOINTS LOAD . LABEL NO'. (START -END) TYPE. IP 2_,; "2 3 UNIF DISTANCES FT FT 0.00 18.00 18.00 36.00 DISTANCES FT FT 0.00 18.00 18.00 36.00 DISTANCES FT FT 0.00 14.00 0.00 18.00 18.00 36.00 0.00 14.00 DISTANCES FT FT 0.00 14.00 0.00 18.00 18.00 36.00 0..00 14.00 DISTANCES FT FT 0.00 18.'00 LOADS DIRECTION/ X Y Z LOCATION 0.000 K/FT -0.024 K/FT 0.000 K/FT 0.000 K/FT -0.024 K/FT 0.000 K/FT LOADS DIRECTION/ X Y Z LOCATION .0.000 K/FT -0.472 K/FT 0.000 K/FT 0.000 K/FT -0.472 K/FT 0.000 K/FT LOADS DIRECTION/ X Y Z LOCATION 0.165 K/FT 0.000 K/FT 0.000 K/FT -0.186 K/FT 0.186 K/FT 0.000 K/FT 0.145 K/FT 0.145 K/FT 0.000 K/FT 0.103 K/FT 0.000 K/FT 0.000 K/FT LOADS DIRECTION/ .X Y Z LOCATION -0.103 K/FT 0.000 K/FT 0.000 K/FT -0.145 K/FT 0.145 K/FT 0.000. K/FT 0.186 K/FT 0.186 K/FT 0.000 K/FT -0.165.K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (IS ) WIND INT SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS F R A M E D E S I G N - A P P L I E D L O A D S LABEL NO DATE: 07/03/00 TYPE FT FT X Y CADDS TIME: Oi:09. PM LOCATION IS 4 5 - 3 PAGE..: •10 .,'. . ---------- ------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 K/FT BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) LOAD DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-011 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LOADS LOAD CASE (IS ) WIND INT SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ . LABEL NO (START -END) TYPE FT FT X Y Z LOCATION IS 4 5 - 3 UNIF 18.00 36.00 0.248 K/FT 0.248 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 14.00 0.002 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.663 KIP 0.000 KIP 0.000 IN -K Outside flange . EQ 4 5 - 3 CONC' 36.00 0.663 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 5 6 - 5 UNIF 0.00 14.00 0.002.K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -0.472 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLR 4 5 - 3 UNIF 18.00 '36.00 0.000 K/FT -0.472 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/. LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 14.00 -0.145 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 :'UNIF 0.00 i8.00 -0.145 K/FT 0.145 K/FT 0.000 K/FT EWP 3 4•-. 3;; UNIF 0.00 17.00 0.000 K/FT 0.000 K/FT" -0.290 K/FT EWP 4 5 3 UNIF' 18.00 ... 36.00'_ 0:145.K/FT: 0.145 K/FT 0.000 K/FT EWP5 6..- 5 ..,::..UNIF' 0.00 14.00 0.145 K/FT- 0:000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L 0 A D S DATE::07/03/00 CADDS TIME:;.01:09 PM PAGE:F 11 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------7--------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START-END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 14.00 -0.145 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00 18.00 -0.145 K/FT 0.145 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 0.00 17.00 0.000 K/FT 0.000 K/FT 0.254 K/FT EWS 4 5 - 3 UNIF 18.00 36.00 0.145 K/FT 0.145 K/FT 0.000 K/FT EWS 5 6 - 5 UNIF 0.00 14.00 0.145 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - S E C T,.I O N P R O P E R T I E S DATE: 07/03/00 CADDS TIME: .01:09, PM j PAGE:F 12 ---------------------7------------------------------------------------------------------------------------------------7------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 MEMBER NO: 1 JOINTS 1 - 2 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 11.88 3.26 79.42 3.92 .1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 2 3.75 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 3 7.50 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 4 12.37 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 4.87 4.87 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 SECTION NO. 2 OUTER FLANGE = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.91 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.10 1.29 1.29 12.63 12.63 95.83 4.04 3.12 2 4.00 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.10 1.29 1.29 12.63 12.75 95.83 5.05 10.10 3 9.00 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.10 1.29 1.29 12.63 12.75 95.83 5.05 10.10 4 12.99 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.09 1.29 1.29 12.87 12.75 95.83 5.05 10.10 5 2 13.01 12.01 3.28 81.44 3.92 1.29 1.29 5.44 1.09 1.29 1.29 12.87 12.75 96.95 5.05 10.10 6 14.00 13.97 3.51 114.35 3.92 1.27 1.27 5.44 1.09 1.29 1.29 12.87 12.75 113.26 5.05 10.10 7 17.00 19.87 4.22 256.14 3.92 1.21 1.21 5.44 1.01 1.24 1.24 18.00 18.00 162.44 3.03 3.03 8 17.85 21.55 4.42 309.29 3.92 1.20 1.20 5.44 0.95 1.21 1.21 22.03 22.03 176.42 1.72 1.72 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER.FLANGE' = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 ANAL 'SEC DIST DEPTH AREA' IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS.. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 7.88 .2.78. 32.00 3.92 1.34 1.34 3.39 1.19 .1.34 1.34 8.38 8.38 62.50 14.37 .14.37 2 4.79 7.88 2.78 32.00 3.92 1.34 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 14.37..-14.37 •14.37 3 9:58 7.88 2:78 32.00 3.92 1:34 •1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 14.37 14.37 4 14.37 7.88 2.78 32.00 3.92 1.34. 1.34 3.39 1.19 1.34 1.34 8.38 8.38 62.50 14.37 i •.14.37 F R A M E D E S I G N - S E C T I O N P R O P E R T I E 8 DATE: 07/03/00 CADDS PAGE :•F • 13 ` TIME: 01:09 PM , ------------------- ORDER # 063080 --------------------------------------------------------------------------------------------------- BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT.# 20-04-007-90 Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO,12 MEMBER NO. SECTION NO. 4 1 JOINTS OUTER 5 - 3 FLANGE = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 SECTION NO. 2 OUTER FLANGE = 5.000-X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO. (FT) ' .LUBI (FT) PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 1 1 0.91 11.88 3.26 79.42 3.92 1.29 1.29 5.44 i.10 1.29 1.29 12.63 12.63 95.83 4.04 3.12 2 4.00 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.10 1.29 1.29 12.63 12.75 95.83 5.05 10.10 3 9.00 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.10 1.29 1.29 12.63 12.75 95.83 5.05 10.10 4 12.99 11.88 3.26 79.42 3.92 1.29 1.29 5.44 1.09 1.29 1.29 12.87 12.75 95.83 5.05 10.10 5 2 13.01 12.01 3.28 81.44 3.92 1.29 1.29 5.44 1.09 1.29 1.29 12.87 12.75 96.95 5.05 10.10 6 14.00 13.97 3.51 114.35 3.92 1.27 1.2.7 5.44 1.09 1.29 1.29 12.87 12.75 113.26 5.05 10.10 7 17.00 19.87 4.22 256.14 3.92 1.21 1.21 5.44 1.01 1.24 1.24 18.00 18.00 162.44 3.03 3.03 8 17.85 21.55 4.42. 309.29 3.92 1.20 1.20 5.44 0.95 1.21 1.21 22.03 22.03 176.42 1.72 1.72 MEMBER NO. SECTION NO. 5 1 JOINTS OUTER 6 - 5 FLANGE = 5.000 X 0.188 WEB = 0.120 INNER FLANGE = 5.000 X 0.188 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO (FT) LUBI (FT) PTS. 'NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO 1 1 0.00 11.88, 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 . 2 3.75 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 3 7.50 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 7.50 7.50 4 12.37 11.88 3.26 79.42 3.92 1.29 1.29 4.94 1.10 1.29 1.29 12.63 12.63 95.83 4.87 4.87 F'R A M E D E S I G N* - C O N T R O L L I N G S T R E S S DATE: 07/03/00 CADDS TIME: -01:09 PM PAGE:F ' 14 ---------------------------------------------------------7----------------7-----------------------7-------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) _(KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.26 13.37 13.37 4.23 0.00 28.40 28.40 33.00 2.37, 17.20 0.861.00 1.75 0.05 0.00 .0.00 0.05 12 28 2 11.88 3.26 13.37 13.37 2.00 -80.62 43.99 43.99 37.85 -1.79 17.20 0.86 1.00 1.75 0.01 0.14 0.16 0.17 31 31 3 11.88 3.26 13.37 13.37 1.96 -161.24 43.99 43.99 37.85 -1.79 17.20 0.86 1.00 1.75 0.01 0.27 0.32 0.33 31 31 4 *11.88 3.26 13.37 13.37 1.91 -223.78 43.99 43.99 37.85 -1.07 17.20 0.86 1.00 1.15 0.01 0.38 0.44 0.46 31 31 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.26 13.37 13.37 0.95• -228.42 43.99 43.99 37.85 3.01 12.90 0.86 1.00 1.12 0.01 0.39 0.45 0.46 31 12 2 11.88 3.26 13.16 13.16 0.55 -198.04 43.99 43.99 32.04 3.00 12.90 0.86 1.00 1.38 0.00 0.37 0.47 0.47 29 12 3 11.88 3.26 13.37 13.16 0.12 192.03 43.99 37.85 43.99 -1.93 12.90 0.86 1.00 1.06 0.00 0.38 0.33 0.38 30 1 4* 11.88 3.26 13.37 13.37 0.52 -99.40 43.99 43.99 30.49 -1.98 12.90 0.86 1.00 1.26 0.00 0.17 0.24 0.25 31 1 5* 12.01 3.28 13.56 13.56 0.49 -99.33 43.99 43.99 30.49 -1.96 12.75 0.86 1.00 1.26 0.00 0.17 0.24 0.24 31 1 6 13.97 3.51 16.10 16.10 0.49 -96.24 43.99 43.99 30.49 -3.95 10.86 0.84 1.00 1.26 0.00 0.15 0.20 0.20 31 1 7 19.87 4.22 25.32 25.32 -0.06 -182.97 33.00 33.00 26.06 -5.23 7.51 0.80 1.00 1.55 0.00 0.23 0.28 0.28 1 1 8* 21.55 4.42 28.71 28.71 -0.06 -237.39 33.00 33.00 25.25 -5.24 6.91 0.80 1.00 1.12 0.00 0.25 0.33 0.33 1 1 COLUMN 4 - 3 Rotated 90 degrees AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 7.88 2.78 8.13 8.13 10.60 0.00 32.61 17.9733.00 -0.28 22.71 0.99 1.00 1.75 0.12 0.00 0.00 0.12 1 22 2 7.88 2.78 8.13 8.13 10.60 0.00 1.07 17.97 33.00 -0.28 22.71 0.99 1.00 1.75 0.54 0.00 0.00 0.54 1 22 3 7.88 2.78 8.13 8.13 10.56 0'.00 7.07 17.97 33.00 -0.28 22.71-0.99 1.00 1.75 0.54 0.00 0.00 0.54 1 22 4* 7.88 2.78 8.13 8.13 10.51 0.00• 7.07 17.97 33.00 -0.28 22.71 0.99 1.00 1.75 0.53 0.00 0.00 .0.53 1 22 .1 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 01/03/00 CADDS TIME: 01:09•PM .., PAGEeF. ------ 15 ------------------ ORDER # 063080 - ----------------------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX 'BLDR ORDER # 00-49 BLDR ACCOUNT # ,20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ROOF BEAM 5 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.26 13.37 13.37 0.95 -228.42 43.99 43.99.37.85 3.01 12.90 0.86 1.00 1.12 0.01 0.39 0.45 0.46 30 13 2 11.88 3.26 13.16 13.16 0.55 -198.04 43.99 43.99 32.04 3.00 12.90 0.86 1.00 1.38 0.00 0.37 0.47 0.47 28 13 3 11.88 3.26 13.37 13.16 0.12 192.03 43.99 37.85 43.99 -1.93 12.90 6.86 1.00 1.06 0.00 0.38 0.33 0.38 31 1 4* 11.88 3.26 13.37 13.37 0.52 -99.40 43.99 43.99 30.49 -1.98 12.90 0.86 1.00 1.26 0.00 0.17 0.24 0.25 30 1 5* 12.01 3.28 13.56 13.56 0.49 -99.33 43.99 43.99 30.49 -1.96 12.75 0.86 1.00 1.26 0.00 0.17 0.24 0.24 30 1 6 13.97 3.51 16.10 16.10 0.49 -96.24 43.99 43.99 30.49 -3.95 10.86 0.84 1.00 1.26 0.00 0.15 0.20. 0.20 30 1 7 19.87 4.22 25.32 25.32 -0.06 -182.97 33.00 33.00 26.06 -5.23 7.51 0.80 1.00 1.55 0.00 0.23 0.28 0.28 1 1 8* 21.55 4.42 28.71 28.71 -0.06 -237.39 33.00 33.00 25.25 -5.24 6.91.0.80 1.00 .1.12 0.00 0.25 0.33 0.33 1 1 COLUMN 6 - 5 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 11.88 3.26 13.37 13.37 4.23 0.00 28.40 28.40 33.00 2.37 17.20 0.86 1.00 1.75 0.05 0.00 0.00 0.05 13 29 2 11.88 3.26 13.37 13.37 2.00 -80.62 43.99 43.99 37.85 -1.79. 17.20 0.86 1.00 1.75 0.01 0.14 0.16 0.17 30 30 3 11.88 3.26 13.37 13.37 1.96 -161.24 43.99 43.99 37.85 -1.79 17.20 0.86 1.00 1.75 0.01 0.27 0.32 0.33 30 30 4* 11.88 3.26 13.37 13.37 1.91 -223.78 43.99 43.99 37.85 -1.07 17.20 0.86 1.00 1.15 0.01 0.38 0.44 0.46 30 30 .1 F R A M E D E S I G N - W E'L D S U M M A R Y DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F ..'•16 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296. PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) .(WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 'PART WEB WEB FLG-.TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV64306 1 0.120 0.123 1/8 2.620 1 1 28 OV64308 1 0.120 0.208 1/8 2.620- 2 1 12 OV64310 1 0.120 0.224 1/8 2.620 4 6 1 OV64312 1 0.120 0.023 1/8 2.620 3 1 22 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG,THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 07/03/00 CADDS TIMET 01i09 .PM PAGE:F 17 -------------------------------------- ORDER # 063080 BUILDER --------------------------------------------------------------------------------------------- - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN'FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN ------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" ---------------------------------------------------------------------------------------- 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS 01 COLUMN 00 1 1 1 DL + WLL -1.75 2.10 0.00 DL + WLL -1.75 2.10 0.00 02 2 4 DL+WLL-IP' -0.07 0.60 192.81 DL+.5SL+WLR-IS 1.91 -1.07 -223.78 03 COLUMN 01 1 3 1 DL + WLL -2.55 0.00 0.00 DL + WLL -2.55 0.00 0.00 04 2 4 DL + WLL -2.70 0.00 0.00 DL + WLL -2.70 0.00 0.00 05 COLUMN 02 1 5 1 DL + WLR -1.75 2.1,0 0.00 DL + WLR -1.75 2.10 0.00 06 2 4 DL+WLR-IS -0.07 0.60 192.81 DL+.5SL+WLL-IP 1.91 -1.07• -223.78 07 BEAM 01 1 2 4 DL+WLL-IP -0.14 -1.20 95.61 DL+.5SL+WLR-IS 0.52 0.36 -99.40 08 BEAM 01 1 4 4 DL+WLR-IS -0.14 -1.20 95.57 DL+.5SL+WLL-IP 0.52 0.31 -99.40 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG,THE NEUTRAL AXIS ~ F R A M E D E S I'G N - R E A C T I O N S DATE: 07/63/00 CADDS .TIMEi 01:09 PM - PAGE:F._ 18 ------------------------------------------------------------------=---------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 -----------------------------------------------------------------7----------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right •V 2-------3-------5 V KIPS Vertical Force Up Z KIPS Horizontal Out of Plane +---H / 1 4 6 Z No. Loading Combination 1H 1V 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z 1 DL + SL 0.38 4.05 0.00 10.60 0.00 -0.38 4.05 0.00 18.69 0.00 2 DL + WLL -2.10 -1.75 0.00 -2.55 0.00 -1.53 0.04 -3.63 -4.26 0.00 3 DL + WLR 1.53 0.04 0.00 -2.55 0.00 2.10 -1.75 3.63 -4.26 0.00 4 DL + SL + .5WLL -0.68 2.98 0.00 8.86 0.00 -1.13 3.87 -1.81 15.71 0.00 5 DL + .5SL + WLL -1.92 0.08 0.00 2.28 0.00 -1.71 1.87 -3.63 4.24 0.00 6 DL + SL + .5WLR 1.13 3.87 0.00 8.86 0.00 0.68 2.98 1.81 15.71 0.00 7 DL + .5SL +WLR 1.71 1.87 0.00 2.28 0.00 1.92 0.08 3.63 4.24 0.00 8 DL + EQL/1.4 -0.47 0.02 0.00 0.93 0.00 -0.52 0.76 -1.00 1.70 0.00 9 DL + EQR/1.4 0.52 0.76 0.00 0.93 0.00 0.47 0.02 1.00 1.70 0.00 10 DL + .25SL+ EQL/1.4 -0.38 0.93 0.00 3.35 0.00 -0.61 1.67 -1.00 5.95 0.00 11 DL + .25SL+ EQR/1.4 0.61 1.67 0.00 3.35 0.00 0.38 0.93 1.00 5.95 0.00 12 DL + SLL + .SSLR 0.29 4.23 0.00 8.18. 0.00 -0.29 2.03 0.00 14.45 0.00 13 DL + .5SLL + SLR 0.29 2.03 0.00 8.18 0.00 -0.29 4.23 0.00 14.45 0.00 14 DL+SLL+.5SLR+WLR 1.80 3.89 0.00 4.70 0.00 1.83 -0.10 3.63 8.49 0.00 15 DL+.5SLL+SLR+WLL -1.83 -0.10 0.00 4.70 0.00 -1.80 3.89 -3.63 8.49 0.00 16 PDL+ 2.80EQL not applicable 17 PDL+ 2.80EQR not applicable 18 0.85PDL + 2.80EQL not applicable 19 0.85PDL + 2.80EQR not applicable 20 DL + .25SL +2.80EQL not applicable 21 DL + .25SL +2i80EQR not applicable 22 DL + EWP. 0.76 -1.01 2.74 -1.51 2.19' -0.76 -1.01 0.00 -3.52 4.93 23 DL + EWS 0.76 -1.01 -2.40 -1.51 -1..92, -0.76 -1.01 0.00• -3.52 -4.32 •24'DL + SL.+ .5EWP: - 0.75 .3.35 1.37" 9.38 1.09 -0.75 3.35 0.00 16.08 2.47 ' 25 DL + .5SL + EWP:., 0.94 0.82 2.74 3.33 2.19 =0.94 0.82 0.00 4.98 4.93 26 DL.+ SL + .5EWS 0.75 3.35 -1.20 9.38 -0:.96 -0.75 3.35 0.00 16.08 -2.16 27 DL + .5SL:+ EWS. 0.94 0.82 -2.40 3.33 -1.92 -0.94 0.82 0.00 4.98 -4.32 28 DL+WLL-IP -2.37 0.07 0.00 -0.03 0.,00 =2.00 0.17 -4.37 0.21 0.00 29 DL+WLR-IS.: .2. 00 0.17 0.. 00 -0'.03 0.00 .2.37 0.07 4.37 0.21 0.00 30..DL+.5SL+WLL=IP =2.20 1:90 0:00 4.81 0.00' -2.•18 2.00 -4.37 `. 8.70 0.00 :. 31 DL+.5SL+WLR-IS' 2:18. 2:00 0:00 .. 4.81 .0..00. 2.20 1.90 4.37... 8.70 0.00 32.DL+SL+.5WLL=.5IP. 70.82 ,3.89. 0.00 •.10.12 0.00•., -1..37 3.94 -2.19.._. 17.95 0.00 33 DL+SL+.5WLR'-..SIS. .,'` 1.'37 3.94. 0.00 10.12 '0:,00.'.'.0:82 3.89. 2.19 17.95 0.00 �.i S 1 • � " t F R A M E D E S I G N. - R E A C T I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE: F ..• 19. `. ----------------------------------------------------------------------------------------------------------------------------7------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER #"00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP -"Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC- .97 .2.000 TO 12 POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V 2-------3-------5 V KIPS Vertical Force _Up Z' KIPS Horizontal Out of Plane +---H / 1 4 6 Z ID Load Case 1H 1V 3Z 4V 4Z 6H 6V Sum H Sum V Sum Z DL DEAD LOAD 0.03 0.39 0.00 0.93 0.00 -0.03 0.39 0.00 1.70 0.00 SL SNOW LOAD 0.35 3.66 0.00 9.67 0.00 -0.35 3.66 0.00 16.99 0.00 WLL WIND LOAD LEFT -2.12" -2.13 0.00 -3.48 0.00 -1.51 -0.35 -3.63 -5.96 0.00, WLR WIND LOAD RIGHT 1.51 -0.35 0.00 -3.48 0.00 2.12 -2.13 3.63 -5.96 0.00 IP WIND INT PRESSURE 0.28 -1.81 0.00 -2.52 0.00 0.47 -0.13 0.74 -4.46 0.00 IS WIND INT SUCTION -0.47 -0.13 0.00 -1.52 0.00 -0.28 -1.81 -0.74 -4.46 0.00 EQ SEISMIC LOAD -0.69 -0.51 0.00 0.00 0.00 -0.69 0.51 -1.38 0.00 0.00 SLL MIN SNOW LOAD LEFT 0.18 4.03 0.00 4.84 0.00 -0.18 -0.37 0.00 8.50 0.00 SLR MIN SNOW LOAD RIGHT 0.18 -0.37 0.00 4.84 0.00 -0.18 4.03 0.00 8.50 0.00 EWP EW WIND PRESSURE 0.74 -1.39. 2.74 -2.43 2.19 -0.74 -1.39 0.00 -5.22 4.93 EWS EW WIND SUCTION 0.74 -1.39 -2.40 -2.43 -1.92 -0.74 -1.39 0.00 -5.22 -4.32 �.i S 1 • � " t F I N A L F R AM E D E S I'G N - S T R E S S S U M M A R Y DATE: 07/03/00. CADDS TIME:. 01:09 PM PAGE:F 20 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080. BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL.- RATIO COND 1 12.37 55. 3 4.87 FT 11.88 IN 11.88 IN 5.000 X .188 .120 5.000 X .188 0.455 31 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- ---------=----SHEAR-------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) .(KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 1.91 -223.78 0.59 -16.73 -16.73 43.99 43.99 37.85 2.37 17.20 0.138 28 MEMBER NO. 2 JOINT 2 - 3 ----- ---- ------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 1.3.00 55. 3 5.00 FT 11.88 IN 11.88 IN 5.000 X .188 -.120 .5.000 X .188 0.474 29 2 5.00 55. 3 3.00 FT 11.88 IN 21.84 IN 5.000 X .188 .120 5.000 X .188 0.327 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR ------- =------ SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN=KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.55 -198.04 0.17 -16.20 -15.05 43.99 43.99 32.04 3.01 12.90 0.233 12 2. -0.06 237.39 -0.01 -8.27 -8.27 33.00 33.00 25:25 -5.24 6.91 0.759 1 MEMBER NO. 3 JOINT 4 - 3 Rotated 90 degrees ---------------------------------- SECT..•LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO: (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 14.38 55. 3 4:79 FT: 7.88 IN 7.88 IN 5.000 X .188 .120 5.000 X .188 0.539 1 CONTROLLING ACTIONS ---AXIAL-- ---MAXIMUM STRESSES--- -= ALLOWABLE STRESSES--- --------------SHEAR--------- ----- SECT. FORCE: MOMENT AXIAL. FBO FBI FA' FBO FBI FORCE ALLOW STRESS LOAD NO.. (KIPS)' (IN=KIP) (KSI) (KSI). (KSI) (KSI) (KSI) (KSI). (KIPS) (KIPS) : RATIO COND 1 10..60! 0.00 3.81. 0.00 0.00 7.07 17.97 33.00. -0.28 22.71 ? 0.012 22 F.I N.A L F R A'M E D E S I G N - S•T R E S S S U M M A R Y •DATE : 07/03/00 CADDS TIME: 01:09 •PM PAGE:F 21 ----------------------------------------------------------------------------------------------------------------.------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 13.00 55. 3 5.00 FT 11.88 IN 11.88 IN 5.00O X .188 _.120 5.000 X .188 0.474 28 2 5.00 55. 3 3.00 FT 11.88 IN 21.84 IN 5.000 X .188 .120 5.000 X .188 0.327 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 0.55 -198.04 0.17 -16.20 -15.05 43.99 43.99 32.04 3.01 12.90 0.233 13 2 -0.06 -237.39 -0.01 -8.27 -8.27 33.00 33.00 25.25 -5.24 6.91 0.759 1 MEMBER NO. 5 JOINT 6 - 5 -----=---------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START ' END OUTER FL. THK. INNER FL. RATIO COND 1 12.37 55. 3 4.87 FT 11.88 IN 11.88 IN 5.000 X .188 .120 5.000 X .188 0.455 30 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 1.91 -223.78 0.59 -16.73 -16.73 43.99 43.99 37.85 2.37 17.20 0.138 29 POSITIVE DEFLECTION DIRECTION H INCHES Horiz. Deflection to Right V 2-------3-------5 V INCHES Vertical Deflection Up +---H / 1 4 6 z No. Loading Combination Cd 2H 2V 3H 3V 5H F R A M E D E S I G N - J O I N T D E F L E C T I O N S -0.002 -0.006 DATE:: 07/03/00 -0.024 0.002 -0.006 2 DL + WLL CADDS TIME: 01:09 PM 0.003 1.228 0.006 1.228 0.000 PAGEsF• 22 ----------- ------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER = NORTH VALLEY READY MIX BLDR ORDER # 00-49 -1.228 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia -0.020 (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) 1.228 DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 DL + SL + .5WLR POSITIVE DEFLECTION DIRECTION H INCHES Horiz. Deflection to Right V 2-------3-------5 V INCHES Vertical Deflection Up +---H / 1 4 6 z No. Loading Combination Cd 2H 2V 3H 3V 5H 5V 1 DL + SL N -0.002 -0.006 0.000 -0.024 0.002 -0.006 2 DL + WLL N 1.229 0.003 1.228 0.006 1.228 0.000 3 DL + WLR N -1.228 0.000 -1.228 0.006 -1.229 0.003 4 DL + SL + .5WLL N 0.613 -0.005 0.614 -0.020 0.616 -0.006 5 DL + .SSL + WLL N 1.228 0.000 1.228 -0.005 1.228 -0.003 6 DL + SL + .5WLR N -0.616 -0.006 -0.614 -0.020 -0.613 -0.005 7 DL + .5SL + WLR N -1.228 -0.003 -1.228 -0.005 -1.228 0.000 8 DL + EQL/1.4 Y 0.616 0.000 0.617 -0.002 0.616 -0.001 9 DL + EQR/1.4 Y -0.616 -0.001 -0.617 -0.002 -0.616 0.000 10 DL + .25SL+ EQL/1.4 Y 0.616 -0.001 0.617 -0.007 0.617 -0.003 11 DL 4, .25SL+ EQR/1.4 Y -0.617 -0.003 -0.617 -0.007 -0.616 -0.001 12 DL + SLL + .5SLR N 0.223 -0.007 0.224 -0.019 0.226 -0.003 13 DL + .5SLL + SLR N -0.226 -0.003 -0.224 -0.019 -0.223 -0.007 14 DL+SLL+.5SLR+WLR N -1.005 -0.006 -1.004 -0.011 -1.003 0.000 15 DL+.5SLL+SLR+WLL N 1.003 0.000 1.004 -0.011 1.005 -0.006 22 DL + EWP N -0.003 0.002 0.000 0.004 0.003 0.002 23 DL + EWS N -0.003 0.002 0.000 0.004 0.003 0.002 24 DL + SL + .5EWP N -0.003 -0.005 0.000 -0.021 0.003 -0.005 25 DL + .5SL + EWP N -0.004 -0.001 0.000 -0.007. 0.004 -0.001 26 DL + SL + ..5EWS N -0.003 -0.605 0.000 -0.021 0.003 -0.005 27 DL + .5SL + EWS N -0.004 -0.001' 0.000 -0.007 0.004 -0.001 28 DL+WLL-IP N 1.930 0.000 1.930 0.000 1.929 0.000 29 DL+WLR-IS N -1.929 0.000 -1.930 0.000 -1.930 0.000 30 DL+.5SL+WLL-IP N 1.929 -0.603 1.930 -0.011 1.930 =0.003 31 DL+.SSL+WLR-IS N -1.930 -0.003 -1.930 -0.011 -1.929 70.003 32 DL+SL+.5WLL-.5IP N 0.963 -0.006 0.965 -0.023 0..966 -0.006 33 DL+SL+.5WLR7.SIS :•N -0..966 -0.006 -0.965 -0.023 -0.963 -0.006 .1. ..r ... . F'R A M E D E S I G N - M E M B E R D E F L E C T I O N S DATE: 074-03/00 CADDS ' TIMEq.01.:09 PM PAGE:F 23 -----------------------------------------7----------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME #• ---------------------------------------7------------------------------------------------------------------------------------------- 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 POSITIVE DEFLECTION DIRECTION H INCHES Horizontal to the Right V +---2---+---4---+ V INCHES Vertical Up +---H 1 3 5 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3H MEMBER 4V MEMBER 5H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + SL 3 -0.040 3 -0.103 5 0.000 3 -0.103 3 0.040 2 DL + WLL 5 1.229 3 -0.132 5 1.228 3 0.186 5 1.228 3 DL + WLR 5 -1.228 3 0.186 5 -1.228 3 -0.132 5 -1.229 4 DL + SL +'.5WLL 5 0.613 3 -0.165 5 0.614 9 -0.020 5 0.616 5 DL + .5SL + WLL 5 1.228 3 -0.180 5 1.228 3 0.140 5 1.228 6 DL + SL + .5WLR 5 -0.616 9 -0.020 5 -0.614 3 -0.165 5 -0.613 7 DL + .5SL + WLR 5 -1.228 3 0.140 5 -1.228 3 -0.180 5 -1.228 8 DL + EQL/1.4 5 0.616 3 -0.099 5 0.617 3 0.085 5 0.616 9 DL + EQR/1.4 5 -0.616 3 0.085 5 -0.617 3 -0.099. 5 -0.616 10 DL + .25SL+ EQL/1.4 5 0.616 3 -0.123 5 0.617 3 0.061 5 0.617 11 DL + .25SL+ EQR/1.4 5 -0.617 3 0.061 5 -0.617 3 -0.123 5 -0.616 12 DL + SLL + .5SLR 5 0.223 3 -0.176 5 0.224 4 0.023 5 0.226 13 DL + .5SLL + SLR 5 -0.226 4 0.023 5 -0.224 3 -0.176 5 -0.223. 14 DL+SLL+.5SLR+WLR 5 -1.005 2 0.034 5 -1.004 3 -0.107 5 -1.003 15 DL+.5SLL+SLR+WLL 5 1.003 3 -0.107 5 1.004 2 0.034 5 1.005 22 DL + EWP 3 -0.009 3 0.009 3 -0.116 3 0.009 3 0.009 23 DL + EWS 3 -0.009 3 0.009 3 0.102 3 0.009 3 0.009 24 DL + SL + .5EWP 3 -0.043 3 -0.095 3 -0.058 3 -0.095 3 0.043 25 DL + .5SL + EWP • 3 -0.027 3 =0.039 3 -0.116 3 -0.039 3 0.027 26 DL + SL + .5EWS 3 -0.043 3 =0.095 3 0.051 3 -0.095 3 0.043 21 DL + .5SL'+ EWS .3 -0.027 3. -0.039 3 0.102 3 -0.039 3 0.027, " 28 DL+WLL-IP 5 1.930 -3 -0.327 5 1.930 3 0.333 5 1.929 29 DL+WLR-IS 5 -1.929 3 .0.333 5 -1.930 3. -0.327 5 -1.930. 30 DL+.5SL+WLL-IP 5 •1.929 3,' -0:375 5 1.930 3 0.287 5 1.930 31DL+.5SL+WLR`ZS. 5 -1.930 3'.' 0.287., = 5 -1.930. 3 -0:375 5 -1.929 32 DL+SL+:5WLL-.5IP 5 0.963 3 7-0.263 5 0.965 3 0.068 5 0.966 33 DL+SL+..5WLR-.5IS .5 -0.966 3 .'0.068 5 -0.965 3 -0.263 5 -0.963 1 2 r F I N A L F R A M E D E S I G N• F R A WE L A Y O U T ' DATE: 07/03/00 CADDS . TIME:' 01: 09 :.PM ". _. ------------------------------------- ORDER # 063080 BUILDER- ---------------------------------------------------------------------------------------------- NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EWDS 36'-0" 14'72 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 2.000 SLOPE (P/12.) = 2.000 DIST. TO RIDGE = 18.000 FT. DIST. TO RIDGE = 18.000 FT. COLUMN OFFSET = 1.000 IN. COLUMN OFFSET - 1.000 IN. GIRT DEPTH = 9.500 IN. GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 9.500 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 9.500 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 18.000 FT. SPAN 2 = 18.000 FT. -R- OV64308 OV64310 OV64308 0 0 0 V V V 6 6 6 4 z 4 4 3 3 3 0 1 0 6 2 6 1 2 F I N A L F R A M.E D E S I G N DATE: 07/03/00 TIME: 01:09 PM PAGE:F.:. • 24 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE . ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000.TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT. 04 - VISALIA 06-08-00. QUANTITY OF LIKE FRAMES 01 OPTIMIZATION MODE AUTO -PART GEN STRESS RATIO LIMIT 1.030 GLOBAL YIELD STRESS 55. ksi DEFLECTION LIMITS HORIZONTAL - H/ 50 VERTICAL - L/180 P DELTA ANALYSIS YES MODIFIED WEB SHEAR NO REPORTS SELECTED STANDARD REPORTS CONTROLLING STRESS REPORT MATERIAL SUMMARY REPORT DEFLECTIONS AT ANALYSIS POINTS Ly CONTROLLED . BASED ON ALL SECONDARY LOCATIONS -- MEMBERS 1,2,3,4 PLATE SELECTION LIMITS Min. Max. Flange Width 0.000 0.000 Flange Thick 0.000 0.000 Web Thickness: 0.000 0.000 Flanges Un -Balanced F I N A L F R A M E D E S I G N - C O V E R S H E E T DATE: 07/03/00 CADDS ' TIME:. 01:09 PM -- ----------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530=345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ---------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT. 04 - VISALIA 06-08-00. QUANTITY OF LIKE FRAMES 01 OPTIMIZATION MODE AUTO -PART GEN STRESS RATIO LIMIT 1.030 GLOBAL YIELD STRESS 55. ksi DEFLECTION LIMITS HORIZONTAL - H/ 50 VERTICAL - L/180 P DELTA ANALYSIS YES MODIFIED WEB SHEAR NO REPORTS SELECTED STANDARD REPORTS CONTROLLING STRESS REPORT MATERIAL SUMMARY REPORT DEFLECTIONS AT ANALYSIS POINTS Ly CONTROLLED . BASED ON ALL SECONDARY LOCATIONS -- MEMBERS 1,2,3,4 PLATE SELECTION LIMITS Min. Max. Flange Width 0.000 0.000 Flange Thick 0.000 0.000 Web Thickness: 0.000 0.000 Flanges Un -Balanced " F R A E D E S I G N - C3 E N "E R A L I N F 0 R M A T I 0 N e" DATE. 07/03/00 .M" CARDS TIME:. 01:09.• PM' __PAGE•F�25 ' _- --------------------7---------_----------------------------------------------------------------------------------- ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF' 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 14.001 VT. 14.001 FT. 1 = 36.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 13.198 FT. 13.198 FT. COL. CLEAR HT. = 11.800 FT. 11.800 FT. CMX = 0.850 SLOPE (P/12.) _ 2.000 2.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinned in minor axis) = 0.600 DIST. TO RIDGE = 18.000 FT. 18.000 FT. CMY(fixed in minor axis). = 0.400 COLUMN OFFSET = 1.000 IN. 1.000 IN. GIRT DEPTH = 9.500 IN. 9.500 IN. PURLIN DEPTH = 9.500 IN. 9.500 IN. (PURLIN UNINSULATED) ** P Delta Analysis ** --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA --------- - -------------------- JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1• 0.444 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 1.001 12.520 0 0 0 1 0 2 2- 3 0 0 1.50 1.00 3 18.000 15.353 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 34.999 12.520 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 35.556 0.000 1 1 0 1 0 ( 0 = FREE 1.= FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E. D E SrtI G N - S E C O N D A R Y / B R A C E ~L O C A T I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F 26 ----------------------------------------------------------------------------------------------------------------------------.------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC .97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as. follows: ACCUM - Distance to purlin from the low sidewall in FEET. O FL Outside flange only braced ID - B Base, G Girt, P Purlin, E Eave strut, O Other, O -IF Outside and Inside flange braced L Landmark 2000 truss purlin. O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 E O FL 0.00 0.00 E O FL 7.50 G O FL NO 7.50 G O FL NO 4.00 '4.00 P O -SF 4.00 4.00 P O -SF 11.80 O O -IF YES 11.80 O O -IF YES 9.00 9.00 P O FL 9.00 9.00 P O FL 14.00 E O FL NO 14.00 E O FL NO 14.00 14.00 P O -SF 14.00 14.00 P O -SF 17.00 17.00 P O FL 17.00 17.00 P O FL F R A M E D E S I G N - C O N V E N T I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F 27 ---------------------------------------7------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 3.6'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- ei-��ii� In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads.. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the'load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC —Concentrated load. This load can be a force in the X or Y direction or a moment about the'Z axis. The location of the'load.is measured along the.member. The load exists at the neutral axis of.the member, or, at.the outer.or inner flange`of.. the member: MCONC - Moment producing concentrated load. This load type is similiar.to a concentrated load except the location of the load is given in global coordinates; and can exist off.the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z.axis direction. SCRAN - Special load for crane loads. This is similiar.to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member: In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. ` A positive in -plane moment (M) is counter- clockwise in the.X-Y plane. A positive out -of -plane force (Z) . is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 1 (ESSENTIAL FACILITY) TERRAIN CAT/WIND EXP = C APPLIED LOADINGS F R A M E D E S I G N - L 0 A D S U M M A R Y DATE: 07/03/00 DEAD LOAD (DL ) = 2.963 PSF + FRAME DL CADDS TIME: 01:09 PM COLLATERAL LOAD (CLL) = 0.000 PSF PAGE:F 28 -----------------------------------------------------------------=----------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" -------------------------------------------------------------------------=--------------------------------------------------------- 14'-2 3/8" 40 PSF 86 MPH UBC 97 2:000 TO 12 SLOPE REDUCTION GENERAL BUILDING INFORMATION NET ROOF LOAD FACTOR COEFF (PSF) DESIGN BAY = 20.000 FT. 100.000 .1:44 57.60 RIGHT ROOF TOTAL BUILDING LENGTH = 40.000 FT. 57.60• PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL BRII 26STL 0.87 PSF ROOF BRII 26STL 2.37 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL BRII 26STL 0.87 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 1 (ESSENTIAL FACILITY) TERRAIN CAT/WIND EXP = C APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.963 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF SNOW LOAD (SL ) = 40.000 PSF MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow Roof Exposure " = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS SLOPE REDUCTION LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT'ROOF 100.000 .1:44 57.60 RIGHT ROOF 100:00$ " 1.44 57.60• = 0 PSF INCLUDES 1.15 IMPORTANCE FACTOR 0.0 PSF F R A M E D E S I G N - L 0 A D S U M M A R Y DATE:, 07/03/00 CADDS , TIME: 01:09 PM PAGE:F •29 -----------------------------------------------------------------------7----------------------------------------------7------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF SNOW LOAD (SL ) = 40.000 PSF COEFFICIENTS SLOPE REDUCTION LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 100.00% 1.44 57.60 RIGHT ROOF 100.00% 1.44 57.60 WIND LOADS WIND LOAD LEFT = '86.000 MPH ( 20.152 PSF) MIN COUNTY WIND SPEED = 82 MPH WIND LOAD RIGHT = 86.000 MPH ( 20.152 PSF) INCLUDES 1.15 IMPORTANCE FACTOR WIND UPLIFT = 86.000 MPH ( 20.152 PSF) WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP ) (IS ) LEFT SIDEWALL 0.800(PRESSURE) -0.500(SUCTION ) 0.000 0.000 LEFT ROOF -1.125(SUCTION ) -0.875(SUCTION ) 1.500(PRESSURE) 0.000 RIGHT ROOF -0.875(SUCTION ) -1.125(SUCTION ). 0.000 1.500(PRESSURE) RIGHT SIDEWALL -0.500(SUCTION ) 0.800(PRESSURE) 0.000 0.000 ENDWALL WIND PRESURE ENDWALL WIND SUCTION (EWP) (EWS) SIDEWALLS -0.700(SUCTION ) -0.700(SUCTION ) ROOF. -0.875(SUCTION ) -0.875(SUCTION ) SIDEWALL CANOPY/OVERHANG -1.500(SUCTION ) -1.500(SUCTION ) Maximum P Delta Stability Coefficient = 0.01, Associated Load Combination 10 F R A M E D E S I G N - L O A D S U M M A R Y DATE: 07/03/00 CADDS TIME:` 01:.09 PM, PAGE:F 30 --------------------------------------------------=--------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX ----------------------------------------------------------------- BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" ------------------------------------------------------------------------------------------------------------------------ 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ----------- SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 25.000% Seismic W - LEFT ROOF = 17.462 PSF Seismic W - RIGHT ROOF = 17.462 PSF SEISMIC ZONE = 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.250 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D P DELTA LIMIT = 0.100 Nv FACTOR = 1.000 OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Ct FACTOR = 0.035 T FACTOR = 0.256 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR _. 1.000 NET SEISMIC FACTOR = 0.250 Maximum P Delta Stability Coefficient = 0.01, Associated Load Combination 10 F R A M E D E S L G N - L O AD C O M B I N A T I O N S DATE: 07/03/00 CADDS . TIME: 01:09 PM PAGE:F.. 31 ---------------------------------------------- ORDER # 063080 BUILDER - NORTH ----------7 VALLEY READY --------------------------------------------------------------- MIX BLDR ORDER # 00-49 .----------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + SL 1.000 N N N Std Des 100.00 DL 100.00 SL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + SL + .5WLL 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLL 5 DL + .5SL + WLL 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 WLL 6 DL + SL + .5WLR 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLR 7 DL + .5SL + WLR 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 WLR 8 DL + EQL/1.4 1.333 N Y N Std Des 100.00 DL 72.00 EQ 9 DL + EQR/1.4 1.333 N Y N Std Des 100.00 DL -72.00 EQ 10 DL + .25SL+ EQL/1.4 1.333 N Y N Std Des 100.00 DL 25.00 SL 72.00 EQ 11 DL + .25SL+ EQR/1.4 1.333 N Y N Std Des 100.00 DL 25.00 SL -72.00 EQ 12 DL + SLL + .5SLR 1.000 N N N Std Des 100.00 DL 100.00 SLL 50.00 SLR 13 DL + .5SLL + SLR 1.000 N N N Std Des 100.00 DL 50.00 SLL 100.00 SLR 14 DL+SLL+.5SLR+WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 100.00 SLL 50.00 SLR 15 DL+.5SLL+SLR+WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 50.00 SLL 100.00 SLR 16 PDL+ 2.80EQL 1.700 Y N N. Axial C 100.00 DL 200.00 EQ 17. PDL+ 2.80EQR 1.700 Y N N Axial C 100.00 DL -200.00 EQ 18 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 200.00 EQ 19 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -200.00 EQ 20 DL + .25SL +2.80EQL 1.700 Y N N Conns 100.00 DL 25.00 SL 200.00 EQ 21 DL + .25SL +2.80EQR 1.700 Y N N Conns 100.00 DL 25.00 SL -200.00 EQ 22 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 23 DL + SL + .5EWP 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 EWP 24 DL + .5SL + EWP 1.333 N N N Std Des 100.00 DL 50.00 SL 100.00 EWP 25 DL+WLL-IP 1.333 N N N Std Des 100.00 DL 100.00 WLL -100.00 IP 26 DL+WLR-IS 1.333 N N N Std Des 100.00 DL 100.00 WLR -100.00 IS 27 DL+.5SL+WLL-IP 1.333 N N N Std Des, 100.00 DL 50.00 SL 100.00 WLL -100.00 IP 28 ''DL+:5SL+WLR-IS 1.333 N N N Std Des 100.00 DL 50.00' SL 100.00 WLR -100.00 IS 29 DL+SL+:5WLL-.5IP 1.333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLL -50.00 IP 30 DL+SL+.5WLR-.5IS 1:333 N N N Std Des 100.00 DL 100.00 SL 50.00 WLR -50.00 IS LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS F R A M E D E S I G N - A P P L I E D L O A D S LABEL ~ DATE: 07/03/00 TYPE FT FT X r CADDS' TIME: 01:09 PM Z LOCATION DL 2 PAGEiF 32 . ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH -VALLEY READY MIX BLDR ORDER # 00-49 K/FT BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia UNIF (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) K/FT DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -0.059 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 18.00 36.00 0.000 K/FT -0.059 K/FT 0.000 K/FT LOAD CASE (SL ) SNOW LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -1.152 K/FT 0.000 K/FT SL 3 4 - 3 UNIF 18.00 36.00 0.000 K/FT -1.152 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 14.00 0.322 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 18.00 -0.453 K/FT 0.453 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 18.00 36.00 0.353 K/FT 0.353 K/FT 0.000 K/FT WLL 4 5 - 4 UNIF 0.00 14.00 0.202 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 14.00 -0.202 K/FT 0.000 K/FT 0.000 K/FT WLR. 2 2 - 3 UNIF 0.00 18.00 -0.353 K/FT 0.353 K/FT 0.000 K/FT WLR 3 4 - 3 '.,UNIF 18.00 36.00 0.453 K/FT 0.453 K/FT 0.000 K/FT WLR 4 5 - 4- `UNIF 0.00 14.00 -0.322 K/FT 0.000 K/FT, 0.000 K/FT LOAD CASE (IP ) WIND INT PRESSURE LOAD MEMBER JOINTS ':LOAD DISTANCES LOADS DIRECTION/ LABEL. NO (START -END) TYPE. FT FT - X Y Z LOCATION . IP 2 2,- 3. UNIF"•', 0.00 18.00 -0.605 K/FT 0.605 K/FT .0.000 K/FT F R A M E D E S I G N - A P P L I E D L O A D S CA DATE: 07/03/00 PAGE: PAGE: 33 TIME: 01:09 PM ------------------------------------------ ORDER # 063080 ------------------------------------------------------------------------------ BUILDER NORTH VALLEY READY MIX_ BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 Visalia BLDR CONTACT - BOB PARSONS BLDR PHONE # •530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - (SLOPE) (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) DESIGN SYSTEM FRAME # 2 ----------------------------------------- DESCRIPTION LRF 36'-0" ----------------------------------------------------------------------------------------- 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LOAD CASE (IS ) WIND INT SUCTION LOAD MEMBER 'JOINTS LOAD DISTANCES LOADS DIRECTION/ LOCATION LABEL NO (START-END) TYPE FT FT X Y Z IS 3 4 - 3 UNIF 18.00 36.00 0.605 K/FT 0.605 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ . LOCATION LABEL NO (START-END) TYPE FT FT X Y Z EQ 1 1 - 2 UNIF 0.00 14.00 0.004 K/FT 0.000 K/FT 0.000 0.000 K/FT IN-K Outside flange EQ 2 2 - 3 CONC 0.00 1.572 KIP 0.000 0.000 KIP KIP IN-K Outside flange EQ 3 4 - 3 4 CONC UNIF 36..00 0.00 14.00 1.572 0.004 KIP K/FT 0.000 K/FT .0.000 .0.000 K/FT EQ 4 5 - LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS - Z DIRECTION/ LOCATION LABEL NO (START-END) TYPE FT FT X Y SLL 2 2 - 3 UNIF 0.00 18.00 0.000 K/FT -1.152 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS Z DIRECTION/ LOCATION LABEL NO (START-END) TYPE FT FT X Y SLR 3 4.- 3 UNIF 18.00 .36.00 0.000 K/FT -1.152 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS Z DIRECTION/ LOCATION LABEL NO (START-END) TYPE FT' FT X Y EWP 1 1 - 2 UNIF. 0.00 14.00 -0.282 K/FT' 0.000 K/FT 0.000 K/FT K/FT EWP 2 2 - 3 UNIF 0.00 18.00 -0.353 K/FT 0.353 K/FT 0.000 K/FT EWP. 3 4 = 3 UNIF 18.00 -36. 00 0.353 K/FT 0.353 K/FT 0.000 K/FT •.. EWP 4 - 0.00 14.00 . 0.282 K/FT- 0.000 K/FT 0.000 F R A M E D E_S I G N - A P P L I E D L O A D S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F 34 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90_ BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 14.00 -0.282 K/FT 0.000 K/FT 0.000 K/FT EWS .2 2 - 3 UNIF 0.00 18.00 -0.353 K/FT 0.353 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 18.00 36.00 0.353 K/FT 0.353 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 14.00 0.282 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (PDE) P Delta Unit'Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 1 1 1 - 2 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 1 1 1 - 2 CONC 12.52 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 12.52 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis 7 77777 777 r F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 07/03/00 CADDS TIME: •01:09 PM PAGE. •F 35 -------------------------------------------------7--------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 MEMBER NO. 1 JOINTS 1 - 2 SECTION NO. 1 OUTER FLANGE = 6.000 X 0.250 WEB = 0.120 INNER FLANGE = 6.000 X 0.313 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 8.00 4.27 53.96 10.14 1.65 1.67 6.00 1.47 1.61 1.63 7.88 7.45 61.97 7.51 11.81 2 3.75 11.81 4.73 125.59 10.14 1.61 1.64 6.00 1.47 1.61 1.63 7.88 7.45 93.75 7.51 11.81 3 7.50 15.63 5.19 231.49 10.14 1.57 1.62 6.00 1.47 1.61 1.63 7.88 7.45 125.53 7.51 11.81 4 11.79 19.99 5.71 399.20 10.14 1.53 1.59 6.00 1.37 1.55 1.63 11.87 7.45 161.93 4.30 11.81 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.188 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.48 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 4.06 2.56 2 4.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07 10.14 3 9.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07 10.14 4 14.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07 10.14 5 17.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 3.04 7.83 6 17.86 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 1.75 7.83 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.188 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1' 1 1.48 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 4.06 2.56 4.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07. 10.14 .2 3 9.00 20.00 6..17 359.97 5.22 .1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07' 10.14 4 14.00 20.00 6.17 359.97 5.22 1.18 1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 5.07 10.14 5 17.00 20.00. ' 6.17 359.97 5..22 1.18 •1.18 7.64 0.92 •1.18 1.18 16.00 16.00 103.72 3.0.4 7.83 6 17.86 20.00 6.17 359.97 5.22- 1.18 ..1.18 7.64 0.92 1.18 1.18 16.00 16.00 103.72 1.75: 7.83 MEMBER NO,* 4 JOINTS 5 _ 4 SECTION NO.' 1* OUTER FLANGE' `= 6.000 X 0.250 'WEB 0.120 INNER FLANGE = 6.000 X 0.313 DATE: 07/03/00 F R A M E D E S I G N - S E C T I O N P R O P E R T I E S TIME: 01:09 PM CADDS '• ------------------ PAGE:F 36 ORDER BLDR # 063080 CONTACT - BOB BUILDER NORTH VALLEY PARSONS --------------------------------- READY MIX BLDR ORDER ----------------------------------------------- # 00-49 BLDR ACCOUNT #--20-04-007-90 BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia DESIGN SYSTEM FRAME # 2 DESCRIPTION (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) LRF 36'-0" ------------------------------------------ 14'-2 3/8" 40 PSF 86 MPH UBC 97------------------------------- 2.000 TO 12 ANAL PTS. SEC DIST NO. (FT) DEPTH (IN) ' AREA (IN2) IX (IN4) IY (IN4) RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T . LUBO LUBI (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO.- (FT) (FT) 1 2 1 0.00 3.75 8.00 11.81 4.27 4.73 53.96 10.14 1.65 1.67 6.00 1.47 1.61 1.63 7.88 7.45 61.97 7.51 11.81 3 7.50 15.63 5.19 125.59 231.49 10.14 1.61 1.64 6.00 1.47 1.61 1.63 7.88 7.45 93.75 7.51 11.61 4 11.79 19.99 5.71 399.20 10.14 10.14 1.57 1.53 1.62 6.00 1.47 1.61 1.63 7.88 7.45 125.53 7.51 11.81 1.59 6.00 1.37 1.55 1.63 11.87 7.45 161.93 4.30 11.81 F R A M E D E S 1 G N' - C 0 N T R O L L I N G S T R E S S DATE: 07/03/00 CADDS TIME: .01:09 PM -------------- PAGE:F 37 --------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 4.27 12.48 14.67 22.67 0.00 33.00 33.00 33.00 -6.71 17.45 1.00 1.00 1.75 0.16 0.00 0.00 0.16 1 1 2 11.81 4.73 19.79 22.98 22.67 -299.02 23.84 33.00.28.12 -6.71 13.41 0.98 1.00 1.75 0.20 0.46 0.41 0.61 1 1 3 15.63 5.19 27.72 31.82 22.62 -598.61 33.00 33.00 28.12 -6.72 9.89 0.96 1.00 1.75 0.13 0.65 0.67 0.80 1 1 4* 19.99 5.71 37.56 42.62 22.55 -942.32 33.00 33.00 27.79 -6.72 7.61 0.94 1.00 1.75 0.12 0.76 0.80 0.92 1 1 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB .NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 20.00 6.17 36.00 36.00 10.79 -893.90 33.00 33.00 31.74 18.21 29.06 0.96 1.00 1.39 0.05 0.75 0.78 0.84 1 1 2 20.00 6.17 35..34 35.34 6.00 ' -569.28 43.99 43.99 35.86 18.20 29.06 0.96 1.00 2.14 0.02 0.39 0.45 0.47 28 1 3 20.00 6.17 36.00 35.34 7.71 466.62 33.00 31.74 33.00 12.77 29.06 0.96 1.00 2.19 0.04 0.41 0.39 0.45 12 1 4 20.00 6.17 35.34 35.34 8.87 829.49 33.00 31.74 33.00 6.69 29.06 0.96 1.00 1.28 0.04 0.74 0.75 0.78 1 1 5 20.00 6.17 36.00 35.34 8.06 887.38 33.00 31.74 33.00 -4.82 38.74 0.96 1.00 1.03 0.04 0.78 0.75 0.82 1 27 6* 20.00 6.17 36.00 36.00 7.55 869.28 33:00 31.74 33.00 -4.84 38.74 0.96 1.00 1.01 0.04 0.76 0.73 0.80 1 27 ROOF BEAM 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 20.00 6.17 36.00 36.00 10.79 -893.91 33.00 33.00 31.74 18.21 29.06 0.961.00 1.39 0.05 0.75 0.78 0.84 1 1 2 20.00 6.17 '' 35.34 35.34 6.60 -569.28 43.99 43.99 35.86 18.20 29.06 0.96 1.00 2.14 0.02 0.39 0.45 0.47 27 1 3 20.00 6.17 •36.00 35.34' 7.71 .466.62 33.00- 31.74.33.00 12.77 29.06 0.96 1.00 2.19 0.04 0.41 0.39 0.45 13 1 4 20.00 6.17 `: 35:34 35.34 8.87 829.49 33.00 31.74 33.00 6.69 29.06 0:96 1.00 1.28 0.04 0.74. 0.75 0.78 1 1 5 20.00 6.11 36.00 35.34 8.06 887.38 33:00 31.74 33.00 -4.82 38.74 0.96 1.00 1.03 0.04 0.78 0.75 0.82 1 28 6* 20.00 6.11 :36:00 36.00 7.55 869.28 33.00 31.74 33.06 -4.84 38.74 0.96 1.06 1.01 0.04 0.76 0.73 0.80 1 28 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 07/03/00 CARDS PAGE:F ..38. TIME: 01:09 PM ------------------------------ ORDER # 063080 -------------------------------------------------------------------------------------- BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) - (HEIGHT) (SNOW) . (WIND) * (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME-# 2 --------------------------------------------------------------------------------------------------.----------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC ' 97 2.000 TO 12 COLUMN 5 - 4 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) -(KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 4.27 12.48 14.67 22.67 0.00 33.00 33.00 33.00 -6.71 17.45 1.00 1.00 1.75 0.16 0.00 0.00 0.16 1 1 2 '11.81 4.73 19.79 22.98 22.67 -299.02 23.84 33.00 28.12' -6.71 13.41 0.98 1.00 1.75 0.20 0.46 0.41 0.61 1 1 3 15.63 5.19 27.72 31.82 22.62 -598.61 33.00 33.00 28.12 -6.72 9.89 0.96 1.00 1•.75 0.13 0.65 0.67 0.80 1 1 4* 19.99 5.71 37.56 42.62 22.55 -942.32 33.00 33.00 27.79 -6.72 7.61 0.94 1.00 1.75 0.12 0.76 0.80 0.92 1 1 ' F R A M E D E S I G N - W E L D S U M M A R Y DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F 39 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------------------'---------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 14'-2 3/811 40 PSF 86 MPH UBC 97 2.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT GOND OV64314 1 0.120 0.822 1/8 2.620 4 1 1 OV64316 1 0.188 0.624 1/8 2.620 3 1 1. THE FLANGE -TO -WEB SHEAR VALUES•SHOWN HAVE BEEN - ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 07/03/00 CADDS TIMET 01:09 PM .' PAGE:F 40 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME,- GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" -----------------------•------------------------------------------------------------------------------------------------------------ 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING. AXIAL SHEAR MOMENT NO' TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS 01 COLUMN 00 1 1 1 DL + WLL -7.42 5.87 0.00 DL + WLL -7.42 5.87 0.00 02 2 4 DL + WLL -7.63 2.42 497.18 DL,+ SL 22.25 -7.66 -942.32 03 COLUMN 01 1 4 1 DL + WLR -7.42 5.87 0.00 DL + WLR -7.42 5.87 0.00 04 2 4 DL + WLR -7.63 2'.42 497.18 DL + SL 22.25 -7.66 -942.32 05 BEAM 01 1 2 6 DL + SL 7.55 -1.26 869.28 DL + WLL -2.84 -0.44 -226.21 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F R A M E D E S I G N - R E A C T I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:F .41 ----------------------------------------------------------------7-----------------------7------------------------7----------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER #'00-49 BLDR ACCOUNT•# 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ------------------------------------------------ ---------------------------------------------------------------------------------- POSITIVE REACTION DIRECTION H KIPS Horizontal Force to Right V V KIPS Vertical Force Up +---H / Z ** P Delta Analysis Performed ** No. Loading Combination 1H 1V 1 DL .+ SL 2 DL + WLL 3 DL + WLR 4 DL + SL + .5WLL 5 DL + .5SL + WLL 6 DL + SL + -.5WLR 7 DL + .5SL + WLR 8 bL + EQL/1.4 9 DL + EQR/1.4 10 DL + .25SL+ EQL/1.4 11 DL + .25SL+ EQR/1.4 12 DL + SLL + .5SLR 13 DL + .5SLL + SLR 14 DL+SLL+.5SLR+WLR 15 DL+.5SLL+SLR+WLL . 16 PDL+ 2.80EQL 17 PDL+ 2.80EQR 18 0.85PDL + 2.80EQL 19 0.85PDL + 2.80EQR 20 DL +'.25SL +2.80EQL 21 DL + .25SL +2.80EQR 22 DL + EWP 23 DL + SL +. .5EWP 24 DL + .5SL + EWP 25 DL+WLL-IP 26 DL+WLR-IS 27 DL+.5SL+WLL=IP. 28 DL+.5SL+WLR=IS 29 DL+SL+.5WLL=.5IP''.'•' 30 DL+SL+.5WLA-."5IS. 5H 5V Sum H 'Sum V 22.37 7.65 22.37 -7.65 -7.04 -5.87 -7.42 -1.16 -11.23 1.16 73.82 5.87 6.55 4.45 17.85 -7.97 3.52 -2.31 2.95 -4.73 9.50 7.97 19.65 -4.45 0.77 4.73 6.55 2.31 -2.34 -0.65 0.77 -1.69 13.64 1.69 2.50 0.65 19.85 1.13 5.95 -3.48 7.04 3.48 7.69 -1.13 19.87 5.87 19.85 -5.87 5.87 14.52 -5.87 6.51 14.40 0.53 -0.53 5.47 -6.51 not applicable not applicable not applicable not applicable not applicable not applicable 0.20 .-4.72 -0.20 7.49 19.20 -7.49 3.76 5.65 -3.76 -4.92 0.07 -3.93 3.93 -0.41 • 4.92 -1.35 10.44 -7.50 7.50 9.96 1.35 4.93 21.59 -9.36 9.36 21.35 -4.93 5V Sum H 'Sum V 22.37 0.00 44.75 -3.82 -7.04 -11.23 -7.42 7.04 -11.23 19.65 -3.52 37.49 6.55 -7.04 9.50 17.85 3.52 37.49 2.95 7.04 9.50 2.50 -2.34 3.27 0.77 2.34 3.27 7.69 -2.34 13.64 5.95 2.34 13.64 14.52 0.00 34.38 19.85 0.00 34.38 5.47 7.04 19.87 14.40 -7.04 19.87 -4.72 0.00 -9.43 19.20 0:00 38139 5.65 0.00 11.30 -0.41 -8.85 .-0.34 0.07 8.-85 -0.34 9.96 -8.85 , 20.39 10.44 8.85 20.39 21.35 24.43 42.94 21..59 4..4 3 '• 42.94 F R A M E D E S I G N - R E A C T I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM` PAGE:F. 42 ----------------------------------------------------------=------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS . Vertical Force Up +---H / 1 5 Z ID Load Case 1H 1V 5H 5V Sum H Sum V DL DEAD LOAD 0.52 1.64 -0.52 1.64 0.00 3.27 SL SNOW LOAD 7.13 20.74 -7.13 20.74 0.00 41.47 WLL WIND LOAD LEFT -6.40 -9.05 -0.64 -5.45 -7.04 -14.51 WLR WIND LOAD RIGHT 0.64 -5.45 6.40 -9.05 7.04 -14.51 IP WIND INT PRESSURE =0.96 -7.49 2.77 -3.40 .1.82 -10.89 IS WIND INT SUCTION -2.77 -3.40 0.96 -7.49 -1.81 -10.89 EQ SEISMIC LOAD -1.63 -1.20 -1.63 1.20 -3.26 0.00 SLL MIN SNOW LOAD LEFT 3.56 15.70 -3.56 5.04 0.00 20.74 SLR MIN SNOW LOAD RIGHT 3.56 .5.04 -3.56 15.70 0.00 20.74 EWP EW WIND PRESSURE -0.32 -6.35 0.32 -6.35 0.00 -12.71 EWS EW WIND SUCTION -0.32 -6.35 0.32 -6.35 0.00 -12.71 PDE P Delta Unit Story S 0.00 -0.36 0.00 0.36 0.00 0.00 F I N A L F R AM E D E S'I'G N - S T R E S S S U M M A R Y DATE: 07/03/00 CADDS' .TIME: 01:09 PM PAGE:F 43 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH)' (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 MEMBER NO. 1 JOINT •1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 11.80 55. 3 4.29 FT 8.00 IN 20.00 IN 6.000'X .250 .120 6.000 X .313 0.915 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 22.55 -942.32 3.95 -25.09 -22.11 33.00 33.00 27.79 -6.72 7.61 0.883 1 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 18.00 55. 5 5.00 FT 20,00 IN 20.00 IN 5.000 X .250 .188 5.000 X .250 0.835 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 10.79 -893.90 1.75 -24.83 -24.83 33.00 33.00 31.74 18.21 29.06 0.627 1 MEMBER NO. 3 JOINT 4 - 3 --------------- SECT. LENGTH ----------- YIELD NO. MAX SEG DEPTH AT. DEPTH AT WEB COMB. STRESS LOAD NO.'(FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 18.00 55. 5 :5.00 FT 20.00 iN 20.00 IN 5.000 X .250 .188 5.000 X .250 0.835 1 CONTROLLING ACTIONS :--AXIAL--- .' .---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR --------------- SECT. FORCE MOMENT '.. AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO., (KIPS) (IN -KIP) (KSI) (KSI) (KSI)'' (KSI)., (KSI) (KSI) (KIPS) (KIPS) RATIO COND - 1 10.79 -893.91 1.75 -24.83 -24.83: 33.00 33.00 31.74 18.21 29.06 0.627 F I N A L F R A M E D E S I G N - S T R E S S S U M M A R Y DATE: 07/03/00 CADDS' TIME: 01:09 PM 'PAGE F' 44 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia . (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ,# 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 11.80 55. 3 4.29 FT 8.00 IN 20.00 IN 6.000 X .250 .120 6.000 X .313 0.915 1 CONTROLLING ACTIONS ---AXIAL------MAXIMUM'STRESSES--- --=ALLOWABLE STRESSES--- -------------- SHEAR -------- -=---- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 22.55 -942.32 3.95 -25.09 -22.11 33.00 33.00 27.79 -6.72 7.61 0.883 1 ** P Delta Analysis Performed ** No. Loading Combination Cd 2H 2V' 3H 3V 4H 4V 1 DL + SL N -0.183 -0.015 0.000 -1.176 0.183 F R A M E D E S I G N - J O I N T D E F L E C T I O N S 0.540 0.312 DATE: 07/03/00 0.026 3 DL + WLR N -0.495 0.026 CADDS TIME: 01: 09. -0.592 -0.018 4 DL + SL + .5WLL N 0.120 PAGE:F 45 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 DL + .5SL + WLL BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB'PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia 7-0.424 (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DL + .5SL + WLR DESIGN SYSTEM FRAME # 2 DESCRIPTION ----------------------------------------------------------------------------------------------------------------------------------- LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 -0.026 POSITIVE DEFLECTION DIRECTION DL + EQL/1.4 R 0.313 -0.015 0.323 -0.081 0.338 H INCHES Horiz. Deflection to Right V 2---3---4 Y -0.338 0.012 -0.323 -0.081 V INCHES Vertical.Deflection Up -0.015 10 DL + .25SL+ EQL/1.4 Y 0.270 -0.018 0.323 -0.354 0.380 +---H 11 DL + .25SL+ EQR/1.4 Y -0.380 0.009 -0.323 -0.354 -0.270 / 1 5 DL + SLL + .SSLR N -0.001 -0.021 0.137 -0.902 z -0.003 13 DL + .5SLL + SLR N -0.279 -0.003 ** P Delta Analysis Performed ** No. Loading Combination Cd 2H 2V' 3H 3V 4H 4V 1 DL + SL N -0.183 -0.015 0.000 -1.176 0.183 -0.015 2 DL + WLL N 0.592 -0.018 0.540 0.312 0.495 0.026 3 DL + WLR N -0.495 0.026 -0.540. 0.312 -0.592 -0.018 4 DL + SL + .5WLL N 0.120 -0.024 0.270 -0.980 0.424 -0.002 5 DL + .5SL + WLL N 0.507 -0.026 0.540 -0.235 0.580 0.019 6 DL + SL + .5WLR N 7-0.424 -0.002 -0.270 -0.980 -0.120 -0.024 7 DL + .5SL + WLR N -0.580 0.019 -0.540 -0.235 -0.507 -0.026 8 DL + EQL/1.4 Y 0.313 -0.015 0.323 -0.081 0.338 0.012 9 DL + EQR/1.4 Y -0.338 0.012 -0.323 -0.081 -0.313 -0.015 10 DL + .25SL+ EQL/1.4 Y 0.270 -0.018 0.323 -0.354 0.380 0.009 11 DL + .25SL+ EQR/1.4 Y -0.380 0.009 -0.323 -0.354 -0.270 -0.018 12 DL + SLL + .SSLR N -0.001 -0.021 0.137 -0.902 0.279 -0.003 13 DL + .5SLL + SLR N -0.279 -0.003 -0.137 -0.902 0.001 -0.021 14 DL+SLL+.5SLR+WLR N -0.484 0.006 -0.403 -0.509 -0.326 -0.020 15 DL+.5SLL+SLR+WLL N 0.326 -0.020 0.403 -0.509 0.484 0.006 22 DL + EWP N 0.026 0.004 0.000 0.192 -0.026 0.004 23 DL + SL + .5EWP N -0.163 -0.013 0.000 -1.040 0:163 -0.013 24 DL + .5SL + EWP N -0.059 -0.003 0.000 -0.356 0.059 -0.003 25 DL+WLL-IP N 0.944 -0.042 0.934 0.027 0.935 0.042 26 DL+WLR-IS N -0.935 0.042 -0.934 0.027- -0.944 -0.042 . 27 DL+.5SL+WLL-IP. N 0.859 -0.049 0.934 -0.521 1.020 0.035 28 DL+.5SL+WLR-IS N -1.020. 0.035 -0.934 -0.521 -0.859 -0.049 29 DL+SL+.5WLL-:5IP N 0.296 -0.036 0.467 -1.122• 0.644 0.006 30 DL+SL+.5WLR-.5IS N -0.644 0.006 -0.467 -1.122 .-0.296 -0.036 POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER'DEFLECTIONS F R A M E D E S I G N - M E M B E R D E F L E C T I O N S MEMBER 4H 'DATE: 07/03/00 Loading Combination PT DEFL PT DEFL PT CARDS: TIME: .01:09 PM ----------------------------------------------------------------------------------------------------------------------------------- DEFL 1 DL + SL 3 -0.323 7 PAGE:F 46 ORDER # 063680 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 DL + WLL BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE'# 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia 5 (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) -0.592 DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 -0.980 POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER'DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + SL 3 -0.323 7 -1.176 7 -1.176 3 0.323 2 DL + WLL 5 0.592 7 0.312 4 0.328 5 0.495 3 DL +,WLR 5 -0.495 4 0.328 7 0.312 5 -0.592 4'DL + SL + .5WLL 5 0.120 6 -0.980 7 -0.980 3 0.468 5 DL + .5SL + WLL 5 0.507 4 -0.257 7 -0.235 5 0.580 6 DL + SL + .5WLR 3 -0.468 7 -0.980 6 -0.980 5 -0.120 7 DL + .5SL + WLR 5 -0.580 7 -0.235• 4 -0.257 5 -0.507 8 DL + EQL/1.4 5 0.313 4 -0.104 7 -0.081 5 0.338 9 DL + EQR/1.4 5 -0.338 7 -0.081 4 -0.104 5 -0.313 10 DL + .25SL+ EQL/1.4 5 0.270 5 -0.361 7 -0.354 4 0.381 11 DL + .25SL+ EQR/1.4 4 -0.381 7 -0.354 5 -0.361 5 -0.270 12 DL + SLL + .5SLR 3- -0.161 5 -0.908 7 -0.902 3 0.335 13 DL + .5SLL + SLR. 3 -0.335 7 -0.902 5 -0.908 3 0.161 14 DL+SLL+.5SLR+WLR 4 -0.493 7 -0.509 7 -0.509 5 -0.326 15 DL+.5SLL+SLR+WLL 5 0.326 7 -0.509 7 -0.509 4 0.493 22 DL + EWP 3 0.041 7 0.192 7 0.192 3 -0.041 23 DL + SL + .5EWP 3 -0.292 7 -1.040 7 -1.040 3 0.292 24 DL + .5St + EWP 3 -0.109 7 -0.356 7 -0.356 3 0.109 25 DL+WLL-IP 5 0.944 3 -0.155 3 0.189 5 0.935 26 DL+WLR-IS 5 -0.935 3 0.189 3 -0.155 5 -0.944 27 DL+.5SL+WLL-IP 5 0.859 4 -6.581 7-0.,52 1 5 1.020 28 DL+.5SL+WLR-IS 5 -1.020 7 -0.521 4 -0.581 5 -0.859 29 DL+SL+.5WLL-.SIP 5 0.296 5 -1.131 7 -1.122. 4 0.666 30 DL+SL+.5WLR-.5IS 4 -0.666 7 -1.122 5 -1.131 5 -0.296 SPAN 1 = 36.000 FT. -R- OV64316 OV64316 0 0 V V 6 6 4 4 3 3 1 1 4 4 1 FINAL FR'A•ME DESIGN - FRAME LAYOUT' DATE: 07/03/00 CADDS TIME: 01:09 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 . BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 -------------------------------------------------------------------------------------------7--------------------------------------- DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 LEFT SIDE.,RIGHT SIDE SLOPE (P/12.) = 2.000 SLOPE (P/12.) = 2.000 DIST. TO RIDGE = 18.000 FT. DIST. TO RIDGE = 18.000 FT. COLUMN OFFSET = 1.000 IN. COLUMN OFFSET = 1.000 IN. GIRT DEPTH = 9.500 IN: GIRT DEPTH = 9.500 IN. PURLIN DEPTH = 9.500 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 9.500 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 36.000 FT. -R- OV64316 OV64316 0 0 V V 6 6 4 4 3 3 1 1 4 4 1 S P L I C E D E S I G N - C O N T E N T S DATE: 07/03/00 CADDS TIME: 01:09 PM kob-r-e ; S [ --------------------------------- ORDER # 063080 ------------------------------------------------------------------------------------------------ BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------=------------------------------------------------------------------------------------------------ BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND•) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) ------------ PAGE NO. -------- DESIGN FRAME # ------ -------------- 1 EWDS 36'-0" 14'-2 3/8"40 ------ PSF ------ 86 MPH ----------- UBC. 97 ------- 2.00 TO 12 ------ 1 FEW,REW .... S 1 DESIGN FRAME # 2 LRF 36'-0" 14'-2 3/8"40 PSF 86 MPH UBC 97 2.00 TO 12 1 2 S 59 OV64310 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - C O V E R S H E E T DATE: 07/03/00 CADDS TIME: -------------7--------------------------------------------------------------------------------------------------------------------- 01:09 PM PAGES 2 ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 ----------------------------------------------------------------------------------------------------------------------------------- PSF 86 MPH UBC 97 2.000 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES .02 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description I NUM Connection Plate Opt I NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------------- + ------- -- ----------------- ------------------------ 1 01 1 Pinned Base Plate 6 Analysis Only 'OV64306 01 Full Optimization Design w/ Combined Welds 2 01 2 Knee Splice 7 Optimization w/ Std Plates OV64306 02 Full Optimization Design w/ Combined Welds OV64308 01 Full Optimization Design w/ Combined Welds 3 03 1 Pinned Base Plate 8 Analysis Only OV64312 01 Full Optimization Design w/ Combined Welds 4 03 2 Int. Col. to Roof Bm 9 Optimization w/ Std Plates OV64312 02 Full Optimization Design w/ Combined Welds OV64310 03 .Full Optimization Design w/ Combined Welds 5 05 1 Pinned Base Plate 6 Analysis Only OV64306 01 Full Optimization Design w/ Combined Welds 6 05 2 Knee Splice 7 Optimization w/ Std Plates OV64306 02 Full Optimization Design w/ Combined Welds OV64308 01 Full Optimization Design w/ Combined Welds 7 02 1 Intermediate Roof Bin 10 Optimization w/ Std Plates OV64308 02 Full Optimization Design,w/ Combined Welds OV64310 01 Full Optimization Design w/ Combined Welds 8 04 1 Intermediate Roof Bm 10 Optimization w/ Std Plates OV64308 02 Full Optimization Design w/ Combined Welds OV64310 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/03/00 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 01:09 PM PAGE:S 3 ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 -----------------------------------------------------------------------=----------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) ------- (kips) ------- FACTOR STRENGTH ------ -------- 1 DL + SL Std Des 4.05 -0.38 0.00 1.00 N 2 DL + WLL Std Des -1.75 2.10 0.00 1.33 N 3 DL + WLR Std Des 0.04 -1.53 0.00 1.33 N 4 DL + SL + .5WLL Std Des 2.98 0.68 0.00 1.33 N 5 DL + .5SL + WLL Std Des 0.08 1.92 0.00 1.33 N 6 DL + SL + .5WLR Std Des 3.87 -1.13 0.00 1.33 N 7 DL + .5SL + WLR Std Des 1.87 -1.71 0.00 1.33 N 8 DL + EQL/1.4 Std Des 0.02 0.47 0.00 1.33 N 9 DL + EQR/1.4 Std Des 0.76 -0.52 0.00 1.33 N 10 DL + ..25SL+ EQL/1.4 Std Des 0.93 0.38 0.00 1.33 N 11 DL + '.25SL+ EQR/1.4 Std Des 1.67 -0.61 0.00 1.33 N 12 DL + SLL + .5SLR Std Des 4.23 ` -0.29 0.00 1.00 N 13 DL + .5SLL + SLR Std Des 2.03 -0.29 0.00 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 3.89 -1.80 0.00 1.33 N 15 DL+.5SLL+SLR+WLL Std Des -0.10 1.83 0.00 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 21 DL + .25SL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 22 DL + EWP 'Std Des -1.01 -0.76 0.00 1.33 N 23 DL + EWS Std Des -1.01 -0.76 0.00 1.33' N 24 DL + SL + .5EWP Std -De s 3.35 -0.75 0.00 1.33 N 25 DL + .5SL + EWP Std.Des 0.82 -0.94 0.00, 1.33 N 26 DL + SL'+ .5EWS Std Des 3.35 -0.75 0.00 1.33 N 27 DL + .5SL + EWS Std. Des 0.82 -0.94 0.00 1.33 N 28 DL+WLL=IP Std Des 0.07 2.37 0.00. 1.33 N 29 DL+WLR-IS Std Des. 0.17 -2.00 .0.00 1.33- .33 30 30 DL+.5SL+WLL-IP Std Des 1.90. 2.20 0.00 1.33 N 31 DL+.5SL+WLR-IS Std Des' •.2.00 -2.18 0.00 1.33 N 32 DL+SL+.5WLL-.5IP: Std Des 3.89 0.82 0.00 1.33 N 33 DL+SL+.5WLR-.5IS Std Des 3.94 -1.37 0.00 i.33 N S' P L I C E D"E S I G N - P A R T D I M E N S 1,0 N S DATE: 07/03/00 CADDS TIME: 01:09 PM ----------------------7------------------------------------------------------------------------------------------------------------ PAGES 4 ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE : ----------------------------------------------------------------------------------------------------------------------------------- Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts P A R T D I M E N S I. O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension 11.876" Offset from Structure Line 1.000" 6.000" Adjacent Depth Change Information Distance to Depth Change 121- 4.481" Flg. to Flg. Dimension 11.876" Adj. Pl. Angle (Degrees) 0.000 S P L I C E D E S I G N- B O L T S / S P L I C E P L A T E DATE: 07/03/001 CARDS TIME: 01:09 PM PAGES 5 -----------------------------7----------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND). (CODE/YEAR) (SLOPE). DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE -------=-----------------------------------------------------------------------------------------------------=-------------------=- : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042852 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 12.500" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.058 CONTROLLING GOND. 2 CONTROLLING LOCATION Outer Row 1 B 0 L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 145.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 12 ACTUAL ULTIMATE CONCRETE STRESS 0.068 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.842 KSI CONCRETE STRESS RATIO 0.037 S P L I C E D E S, I G.N - B 0 L T L O A D S / A L L 0 W A B L E S DATE: 07/03/00 TIME: 01:09 PM CADDS --------------------- ---------------------------------------------------------------------------------------------------- :.. PAGE: S 6 ORDER # 063080 - BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 ------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned. Base Plate SUBTYPE : No Ext Corner - S Nuts B 0 L T L 0 A D S / A L L O W A B L E S LOAD NO OUTER EDGE INNER EDGE SHEAR TENSION OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. COLUMN SIDE ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 3 0.872 2.371 13.329 1.975 26.659 Total Section is in Compression 1.712 13.329 0.000 2G.G59 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 2.122 13.329 0.000 26.659 6 Total Section is in Compression 0.000 13.329 0.000. 26.659 7 Total Section is in Compression 0.878 13.329 0.000 26.659 8 Total Section is in Compression 0.523 13.329 0.000 26.659 9 Total Section is in Compression 0.164 13.329 0.000 26.659 10 Total.section is in Compression 0.000 13.329 0.000 26.659 11 Total Section is in Compression 0.000 13.329 0.000 26.659 12' Total Section is in Compression 0.000 10.000 0.000 20.000 13 Total Section is in Compression 0.000 10.000 0.000 20.000 14' Total Section is in Compression 0.000 13.329 0.000 26.659 15 16 0.050 Category 3 Load Combination - Does not apply to Splice Design. 2.070 13.329 0.115 26.659 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination- Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 Category -2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 23 0.502 0.862 13.329 •1.138 26.659 24 0.502 .0.862 13.329 1.138 26.659 Total Section is in Compression 0.000 13.329 0.000 26.659 25 Total Section is in Compression 0.596 13.329 0.000 26.659 26 Total Section is in Compression 0.000 13.329 0.000 26.659 27 Total Section is in Compression 0.596 13.329 0.000 26.659 28 Total Section is in Compression 2.646 13.329 0.000 26.659 29 Total Section is. in Compression 2.169 13.329 0.000 26.659 30 Total Section is in Compression 1.410 13.329 0.000 26.659 31 Total .Section. is in Compression 1.334 13.329 0.000 26.659 32• Total Section -is in Compression 0.000 13.329 0.000 26.659 . ,33 Total Section is.in Compression. 0.000 13.329 0-000: .26.659 OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188•X 5.000 -+-------- 3.000" 11.876" 9.500" FFFFFFFFFFFFFFFFFFFFFFF W 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W. W W W W W W FFFFFFFFFFFFFFFFFFFFFFF :S'P L I C E D E S I G N - L A Y O U T S,K E,T'C H DATE: 07/03/00 • CADDS TIME: 01:09 PM, PAGE:S'. 7 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE #. 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts SPLICE PLATE •0042852 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 8.000" X 12.500" X 0.500" +- 4.000"-+ OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188•X 5.000 -+-------- 3.000" 11.876" 9.500" FFFFFFFFFFFFFFFFFFFFFFF W 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W. W W W W W W FFFFFFFFFFFFFFFFFFFFFFF S P L I C E D E S I G N - F L A N G E •.A N D W E B P L A T E I N F O R M A T I O N DATE: 07/03/00 CADDS TIME: 01:09 PM '.'PAGE: S 8 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) .(WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2'3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- F L A N G E P L A T E S. ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.)(Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1. Main Flange 0.188 X 5.000 0.000 0.45 43.99 1.30 49.50 0.026 12 0.188 X .5.000 0.624 0.02 43.99 1:30 49.50 0.026 12 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate . 0.120 1.61 29.33 1.87 43.99 1.30 49.50 0.055 28 W E L D I N F O R M A T I O N F L A N G E P L A T E S, FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND 1/8" 0.08 3.71 0.023 2 0.00 1.86 0.000 1 W E L D I N F-0 R M A T I O N W.E B P L A T E S -------------=---------=-.WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---= FILLET•--- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near.S. -Far S. Near Side Far Side (k/in) (k/in) (k/in) COND 1/8".' 1/8"0.22 0.17 :6.71 0.042 : 2 S P•'L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07//00 03 CARDS PAGE:S 9 TIME: 01:09 PM -------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) - (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 ---------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : In Exten Flg w/EF LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) --------------- (kips) -------- (in -k) FACTOR ------ STRENGTH -------- 1 DL + SL Std Des 3.96 -0.38 -56.56 1.00 N 2 DL + WLL Std Des -1.89 0.32 151.64 1.33 N 3 DL + WLR Std Des -0.10 -0.43 -128.22 1.33 N 4 DL + SL + .5WLL Std Des 2.90 -0.21 21.23 1.33 N 5 DL + .5SL + WLL Std Des -0.06 0.14 125.33 1.33 N 6 DL + SL + .5WLR Std Des 3.79 -0.58 -118.69 1.33 N 7 DL•+ .5SL + WLR Std Des 1.79 -0.60 -154.52 1.33 N 8 DL + EQL/1.4 Std Des -0.12 0.46 68.51 1.33 N 9 DL + EQR/1.4 Std Des 0.67 -0.51 -76.40 1.33 N 10 DL + .25SL+ EQL/1.4. Std Des 0.85 0.37 55.35 1.33 N 11 DL + .25SL+ EQR/1.4 Std Des 1.59 -0.60 -89.55 1.33 N 12 DL + SLL + .5SLR Std Des 4.15 -0.29-43.41 1.00 N 13 DL + .5SLI, + SLR Std Des 1.95 -0.29 -43.41 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 3.80 -0.69 -167.68 1.33 N 15 DL+.5SLL+SLR+WLL Std Des -0.24 0.06 112.18 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL•+2.80EQL Conns 0.19 1.22 184.16 1.70 Y 21 DL + .25SL +2:80EQR Conns 2.25 -1.45 -218.36 1.70 Y 22 DL + EWP Std Des -1.15 0.80 26.92 1.33 N 23 DL + EWS Std Des -1.15 0.80 26.92 1.33 N 24 DL + SL + .5EWP Std Des 3.27 0.03 -41.13 1.33 N 25' DL + .5SL + EWP Std Des 0.74 0.62 0.61 1.33 N 26 DL + SL + .5EWS Std Des 3.27 0.03 -41.13 1.33 N 27 DL + .5SL + EWS Std Des 0.74 0.62 0.61• 1.33 N 28 DL+WLL-IP• Std Des -0.07 0.60 192.81, 1.33 N 29 DL+WLR-IS Std Des 0.08 -0.89 -197.47 1.33 N 30 DL+.5SL+WLL-IP Std Des 1.81 0.42 166.50 1.33 N 31 DL+.5SL+WLR-IS Std Des 1.91 -1.07 -223.78 1.33 N 32 DL+SL+.5WLL-.5IP Std Des 3.80. -0.07 41.82 1..33 N 33 DL+SL+.5WLR=.5IS Std Des 3.85 -0.81 -153.32. 1.33 N Dimensions at Connection Fig. to Fig. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width. Thickness Adjacent Depth Change Information Distance to Depth Change Flg.. to Fig. Dimension Adj. Pl. Angle (Degrees) Column Roof Beam 11.876" 11.876" 2.000 TO 12 9.462 9.462 1.000" 0.125"' 5.000" 0.188" S P L I C E D E S I G N - P A R T D I M E N S I O N S 12'- 4.481" 121- 1.076" DATE: 07/03/00 11.876" 0.000 0.000 CADDS TIME- 01:09 PM PAGE:S 10 ------------------- ORDER # 063080 --------------------------------------------------------------------------------------------------------------- BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 ------------------------------------------------------------------------------------------------------------------------------------ TYPE Ext Col - Roof Beam Knee SUBTYPE In Exten Fig w/EF P A R T D I M E N S I O N S Dimensions at Connection Fig. to Fig. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width Thickness Inner Flange Width. Thickness Adjacent Depth Change Information Distance to Depth Change Flg.. to Fig. Dimension Adj. Pl. Angle (Degrees) Column Roof Beam 11.876" 11.876" 2.000 TO 12 9.462 9.462 1.000" 0.125"' 5.000" 0.188" 5.000" 0.188" 12'- 4.481" 121- 1.076" 11.876" 11.876" 0.000 0.000 .S P L I C E D E S I G N - B O L T S / S P L I C B P L A T E DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S. 11. . ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP •- Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE --------------------------------------------------------------------------------------------------------------------7-------------- : Ext Col - Roof Beam Knee SUBTYPE : In Exten Flg w/EF S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV64306-02 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 15.375" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.887" DESIGN STRESS RATIO 0.500 CONTROLLING GOND. 31 CONTROLLING LOCATION Side 2 Outer Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER:_ 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.637" INNER 2 2 4.125" 3.000" OUTER 2 2 5.637" 3.000" INNER 1 2 1.125". W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L 0 A D S / A L L O W A B L E S DATE: 07/03/00 - • CADDS TIME:..01:09 PM PAGE:S 12 --------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE --------------------------------------------------------------------7-------------------------------------------------------------- # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE In Exten Flg w/EF B 0 L T L 0 A D'S / A L L 0 W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 1.498 '0.500 0.000 0.000 0.418 21.000 4.885 43.991 2 0.000 0.000 2.646 4.281 0.255 27.992 13.954 58.649 3 4.893 2.366 0.000 0.000 0.164 27.992 15.948 58.650 4 0.000 0.000 0.057 0.284 0.277 27.992 0.926 58.649 5 0.000 0.000 2.025 3.373 0.061 27.992 10.997 58.651 6 3.882 1.656 0.000 0.000 0.487 27.992 12.654 58.643 7 5.576 2.587 0.000 0.000 0.362 27.992 18.177 58.647 8 0.000 .0.000 1.110 1.847 0.191 27.992 6.021 58.650 9 2.798 1.313 0.000 0.000 0.249 27.992 9.121 58.649 10 0.000 0.000 0.794 1.389 0.090 27.992 4.527 58.651 11 3.145 1.428 0.000 0.000 0.346 27.992 10.254 58.647 12 0.973 0.238 0.000 0.000 0.395 21.000 3.172 43.992 13 1.328 0.530 0.000 0.000 0.247 21.000 4.331 43.996 14 5.739 2.550 0.000 0.000 0.533 27.992 18.708 •58.641 15 0.000 0.000 1.834 3.042 0.038 27.992 9.916 58.651 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 0.000 0.000 2.927 4.908 0.478 23.204 15.998 56.091 21 7.944 3:709 0.000 0.000 0.734 23.204 25.895 . 56.078 22 0.000 0.001 0.546 0.837 0.397 27.992 2.731 58.646 23 0.000 0:001 0.546 0.837 0.397 27.992 2.731 58.646 24 1.019 0.306. 0.000 0.000 0.206 27.992 3.323 58.650 25 Total Section is in Compression 0.199 27.992 0.000 58.650 26 1.019 0.i06-!' 0.000 0.000 0.206 27.992 3.323 58:550 27 Total Section is in Compression 0.199 27.992 0.000 58.650 28 0.000 0.000 3.107 5.181 0.245 27.992 16.889 58.649 29 7.502 3.616 0.000 0.000 0.364 27.992 24.452 58.647 30 0.000 .0.000. 2.482 4.270 0.047 27.992 13.920 58.651 31 8.195 .3:845'-. 0.000. 0.000 0.558 27.992 26.713 58.640 32•. 0.000 0:000,.•'- 0.285 0.731 0.282 27.992 2.383 58.649 33 5.190,. 2:284.:,` 0.000 0.000 0.585 27.992 16.918 58.639 S P L I C E D E S I G N - B O L T L O A D S' / A L L'O W A B L E S DATE: 07/03/00 CADDS ,'TIME: 01:69 PM. PAGE:S 13 ------------------------------------------------------------------7---------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE In Exten Flg w/EF --------------------------------------------------------------------------------------------------------------•--------------------- B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1.268 0.542 0.000 0.000 0.526 2.562 4.489 2.493 0.000 0.000 0.000 0.036 0.000 0.328 1.967 3.459 1.761 0.000 5.066 2.734 0.000 0.000 0.181 1.078 2.549 1.386 0.000 0.000 0.078 0.775 2.843 1.512 0.000 0.782 0.266 0.000 1.167 0.567 0.000 5.162 2.704 0.000 0.000 0.308 1.781 Category 3 Load Combination - Does not apply to Splice Design. Category 3 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. Category 4 Load Combination - Does not apply to Splice Design. 0.000 0.450 2.845 7.228 3.918 0.000 0.000 0.143 0.525 0.000 0.143 0.525 0.846 0.335 0.000 Total Section is in Compression' .0.846 0:335 0.000 Total Section'is in Compression 0.000 0.499 3.018 6.876 3:811 0.000 . 0.000 0.297 2.418 7.465 4.061 0.000 0.000 0.000' 0.255: 4.658. 2.423 0..000 0.000 0.418 21.000 4.136 43.991 3.650 0.255 27.992 11.898 58.649 0.000 0.164 27.992 14.633 58.650 0.140 0.277 27.992 0.457 58.649 2.843 0.061 27.992 9.266 58.651 0.000 0.487 27.992 11.276 58.643 U.000 0.362 27.992 16.514 58.647 1.557 0.191 27.992 5.076 58.650 0.000 0.249 27.992 8.310 58.649 1.147 0.090 27.992 3.740 58.651 0.000 0.346 27.992 9.269 58.647 0.000 0.395 21.000 2.550 43.992 0.000 0.247 21.000 3.804 43.996 0.000 0.533 27.992 16.826 58.641 2.568 0.038 27.992 8.372 58.651 4.125 0.478 23.204 13.446 56.091 0.000 0.734 23.204 23.561 56.078 0.729 0.397 27.992 2.377 58.646 0.729 0.397 27.992 2.377 '58.646 0.000 0.206 27.992 2.759 56.650 0.199 27.992 0.000 58.650 0.000 0.206 27.992 2.759 58.650 0.199 27.992 0.000 58.650 4.364 0.245 27.992 14.226 58.649 0.000 0.364 27.992 22.419 .58:647 3.551 0.047 27.992 :11.576 58.651 0.000 0.558 27.992 .24.334 58.640 0.486.-' 0.282 27.992 c 1.586 58.649 0.006 0.585 27.992 :15.183 58.639 9 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 07/03/00 CADDS TIME: 01:09 PMPAGE:S' 14 ----------------------------------------------------- ----------------------- =-------------------------- =-----------------------•----- ORDER'# 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE : In Exten - �� Flg w/EF ---------------------------------------------------------------------------------------=-------------------------=-----=----------- SPLICE PLATE OV64306-02 COLUMN SIDE => <-- ROOF BEAM SIDE BOLTS: 0.625" DIA -A325 NO WASHERS 6.000" X 15.375" X 0.375" +- 2.750"-+ 0.88711 ----+---------+------------------------=------- ___+_ OUTSIDE FLANGE 2.637" FFFFFFFFFFFEFEFEFEFEFEF END FLANGE 0.188 X 5.000 W 0.375 X 6.000 X 11.813 -+--- o W o W 3.000" W W -+--- o W o W W W W W W W W W W 12.927" W 12.875" MAIN WEB W MAIN WEB 0.120 W 0.120 5.613" W W W W W W W W W W W. W W ' W -+--- o Wo. W' . INSIDE FLANGE 3.000"_ FFFFFFFFFFFFMSMSMSMSMSM _ MAIN STIFFENER ..0042872 0.188 X 5.000 'W 0.250 X 2.500 X 11.0.00 NS/FS -+-=- .o W o 1.125" W W -+--------------------=--------------------- S P L I C E D E S I G N - F L A N G.E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:§ 15 ---------------------------=----------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY -------------------------------------------------------------------- MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : In Exten Flg w/EF F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.188 X 5.000 0.887 6.33 43.99 13.20 65.98 0.200 28 INNER 2 Main Flange 0.188 X 5.000 2.448 .13.80 43.99 21.77 •65.98 0.330 31 ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 11.813 0.000 1.00 43.99 6.43 65.98 0.097 28 INNER 2 Main Stiffener 0042872 0.250. X 2.500 X 11.000 2.500 5.19 43.99 13.26 65.98 0.201 31 W E B P L A T E S ------------------- MAXIMUM STRESSES ----------- - ------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND --------------Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 1.49 33.66 28.37 43.99 21.03 65.98 0.644 31 ROOF BEAM SIDE Main Web 0.120 16.58 23.70 29.04 43.99 22.79 65.98 0.700 31 W E•L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET -=-- .--------= PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Main Flange Flange to.Splice Plate YES 3/16" 3/1611' 1,.21 8.27 0.147 31 INNER 2' ,Main Flange Flange* to Splice Plate YES 3/16" 3/16" 2.65 8.27 0.321 28 ' OUTER 1 End Flange End Flg to Splice P1. . End Flg to.0uter Flg INNER 2 Main Stiffener Stiffener to Splice P1 Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate .Web to End Flange 3/16" 1/8" 0.38 5.57 0.069 31 0.00 1.86 0.000 1 1/81i 1.29 7.42 0.175 28 S P L I C E D E S I G N - W E L D I N F O RMA T I O N 0.75 2.47 0.304 31 DATE: 07/03/00. L D I N F O R M A T I O N CADDS TIME: 01:09 PM W E B P L A T E S .PAGE:S 16 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP. - Visalia CSR LOAD (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (k/in) '(k/in) DESIGN SYSTEM FRAME.# 1 DESCRIPTION EWDS. . 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 1.96 5.93 0:658 SPLICE #.02 ---------------------=------------------------------------------------------------------------- TYPE : Ext Col -. Roof Beam Knee SUBTYPE : ..In Exten ------------------------------------ Flg w/EF 0.44 2.11 0:209 20 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ----- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 1/8" 3.30 .0.11 6.34 0.521 '21 W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S, DESCRIPTION FULL' ------------- - ----- WELD SIZE ------------------- .-------- MAXIMUM STRESSES ------=- STRENGTH ---- FILLET -----,-------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 End Flange End Flg to Splice P1. . End Flg to.0uter Flg INNER 2 Main Stiffener Stiffener to Splice P1 Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION Main Web Web to Splice Plate .Web to End Flange 3/16" 1/8" 0.38 5.57 0.069 31 0.00 1.86 0.000 1 1/81i 1.29 7.42 0.175 28 1/8" 0.75 2.47 0.304 31 W E L D I N F O R M A T I O N W E B P L A T E S -------------- - ---------- WELD SIZE - ------------------------ -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) '(k/in) COND 3.37 1.96 5.93 0:658 21 1/8" 0.44 2.11 0:209 20 1 DL + SL 2 DL + WLL 3 DL + WLR 4 DL + SL + .5WLL 5 DL + .5SL + WLL 6 'DL + SL + .5WLR 7 -DL + .5SL + WLR 8 DL + EQL/1.4 9 DL + EQR/1.4 10 DL + .25SL+ EQL/1.4 11 DL + .25SL+ EQR/1.4 12 DL + SLL + .5SLR 13 DL + .5SLL + SLR 14 DL+SLL+.5SLR+WLR 15 DL+.5SLL+SLR+WLL 16 PDL+ 2.80EQL 17 PDL+ 2.80EQR 18 0.85PDL + 2.80EQL 19 0.85PDL + 2.80EQR 20 DL + .25SL +2.80EQL 21 DL + .25SL +2.80EQR 22 DL + EWP 23 DL + EWS 24 DL + SL + .5EWP 25 DL + .5SL + EWP 26 DL + SL + .5EWS 27 DL + .5SL + EWS 28, DL+WLL-IP 29.: DL+WLR-IS 30 DL+.5SL+WLL-IP• 31 DL+.5SL+WLR-IS 32 DL+SL+.5WLL-:5IP 33 DL+SL+.5WLR-.51S Std S P L I C E D E S 1 G N - A P P L I E D L O A D S S U M M A R Y Std Des DATE: 07/03/00 0.00 0.00 1.33 N Std Des -2.55 CADDS TIME: 01:09 PM N Std Des 8.86 0.00 0.00 1.33 PAGES 17 =----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 N BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS 8.86 BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia 0.00 0.00 1.33 (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) 0.00 0.00 DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2-3/811 40 PSF 86 MPH UBC 97 2.000 TO 12 0.00 0.00 SPLICE # 03 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : 3.35 No Ext EWI Pin - S Nuts N LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER 1.33 N Std NO ------------------------ CATEGORY -------- (kips) ------- (kips) ------- (kips) FACTOR STRENGTH ------- ------ -------- Std Des 8.18 1 DL + SL 2 DL + WLL 3 DL + WLR 4 DL + SL + .5WLL 5 DL + .5SL + WLL 6 'DL + SL + .5WLR 7 -DL + .5SL + WLR 8 DL + EQL/1.4 9 DL + EQR/1.4 10 DL + .25SL+ EQL/1.4 11 DL + .25SL+ EQR/1.4 12 DL + SLL + .5SLR 13 DL + .5SLL + SLR 14 DL+SLL+.5SLR+WLR 15 DL+.5SLL+SLR+WLL 16 PDL+ 2.80EQL 17 PDL+ 2.80EQR 18 0.85PDL + 2.80EQL 19 0.85PDL + 2.80EQR 20 DL + .25SL +2.80EQL 21 DL + .25SL +2.80EQR 22 DL + EWP 23 DL + EWS 24 DL + SL + .5EWP 25 DL + .5SL + EWP 26 DL + SL + .5EWS 27 DL + .5SL + EWS 28, DL+WLL-IP 29.: DL+WLR-IS 30 DL+.5SL+WLL-IP• 31 DL+.5SL+WLR-IS 32 DL+SL+.5WLL-:5IP 33 DL+SL+.5WLR-.51S Std Des 10.60 0.00 0.00 1.00 N Std Des -2.55 0.00 0.00 1.33 N Std Des -2.55 0.00 0.00 1.33 N Std Des 8.86 0.00 0.00 1.33 N Std Des 2.28 0.00 0.00 1.33 N Std Des 8.86 0.00 0.00 1.33 N Std Des 2.28 0.00 0.00 1.33 N Std Des 0.93 0.00 0.00 1.33 N Std Des 0.93 0.00 0.00 1.33 N Std Des 3.35 0.00 0.00 1.33 N Std Des 3.35 0.00 0.00 1.33 N Std Des 8.18 0.00 0.00 1.00 N Std Des 8.18 0.00 0.00 1.00 N Std Des 4.70 0.00 0.00 1.33 N Std Des 4.70 0.00 0.00 1.33 N Axial C Category 3 Load Combination - Does not apply to Splice Design. Axial C Category 3 Load Combination - Does not apply to Splice Design. Axial'T Category 4 Load Combination - Does not apply to Splice Design. Axial T Category 4 Load Combination - Does not apply to Splice Design. Conns Category 2 Load Combination - Does not apply to this Splice Type. Conns Category 2 Load Combination - Does not apply to this Splice Type. Std Des -1.51 -0.28 0.00 1.33 N Std Des -1.51 0.24 0.00 1.33 N Std Des 9.38 -0.14 0.00 1.33 N Std Des 3.33 -0.28 0.00 1.33 N Std Des 9.38 0.12 0.00 1.33 N Std Des 3.33 0.24 0.00 1.33 N Std Des -0.03 0.00 0.00 1.33 N Std Des -0.03 0.00 0.00 1.33 N Std Des 4.81 0.00 0..00 1.33 N Std Des 4.81 0.00 0.00 1.33 N Std Des 10.12 0.00 0.00 1.33 N Std Des 10.12 0.00 0.00 1.33 N S P L I C E D_ E S I G N - P A R T D I M E N S I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 18 ---=------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC . 97 2.000 TO 12 SPLICE # 03 TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts ------------------------------------------------------------------------------------7---------------------------------------------- P A R T D I M E N S I G N S Dimensions at Connection Flg. to Flg. Dimension Offset from Structure Line Adjacent Depth Change Information Distance to Depth Change Flg. to Flg.. Dimension Adj. P1. Angle (Degrees) Column 7.876" 1.000" 141- 4.538" 7.876" 0.000 S P.L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 07•/03/00 CADDS°. ..TIME.i 01:09 PM PAGE:S 19 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97' 2.000 TO 12 SPLICE # 03 TYPE Pinned Base ------------------------------------------------------- Plate ----------------------------------------------------------------------------- SUBTYPE No Ext EWI Pin - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0042856 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 8.500" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.181 CONTROLLING COND. 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO ' BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 105.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.250 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.901 KSI CONCRETE STRESS RATIO 0.131 S P L. I C E- D E S I- G N - B_ O L -T- L O A D S' /- -A-:L .L- O -W`A-B L E S DATE: -07/03/00 .CADDS• TIME: 01:09 PM PAGE:S 20 -----------------------------------7---------------------------------=------------------------------------------------------------- ORDER # 063080 ' BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 B11DR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ---------------------------------------------------------------=------------------------------------------------------------------- # 03 TYPE Pinned Base Plate SUBTYPE No Ext EWI Pin - S Nuts. B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------ -= -----'----- (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 1.276 0.000 13.329 2.889 26.659 3 1.276 0.000 13.329 2.889 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Total Section is in Compression 0.000 13.329 0.000 26.659 7 Total Section is in Compression 0.000 13.329 0.000 26.659 8 Total Section is in Compression 0.000 13.329 0.000 26.659 9 Total Section is in Compression 0.000 13.329 0.000 26.659 10 Total Section is in Compression 0.000 13.329 0.000 26.659 11 Total' Section is in Compression 0.000 13.329 0.000 26.659 12 Total Section is in Compression 0.000 10.000 0.000 20.000 13 Total Section is in Compression 0.000 10.000 0.000 20.000 14 Total Section is in Compression 0.000 13.329 0.000 26.659 15 Total Section is in Compression 0.000 13.329 0.000 .26.659 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 0.753 0.312 13.329 1'.706 26.659 23 0.753 0.273 13.329 1.706 26.659 24 Total Section is in Compression 0.000 13.329 0.000 26.659 25 Total Section is Compression 0.000 13.329 0.000 26.659 26 Total Section •in is in.Compression 0.000 13.329 0.000 26.659 27 Total Section is in Compression 0.000 13.329 0.000 26.659 28 '0.014 0.000 13.329 0.031 26.659 29 0:014 0.000 13.329 0.031 •26.659 30 Total. Section is in Compression 0.000 13.329 0.000 26.659 31.. Total Section is in Compression 0.000 13.329 0.000 26.659 32 Total Section is in Compression 0.000 13.329 0.000 26'.659 3.3..: Total Section is in Compression 0.000 13.329 0.000 ;26.659. S P L I C E D E S I G N - L A Y O U T S K E T C H -DATE: 07/03/00 CADDS TIME: 01:09 PM - PAGE:S 21 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM -FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40'PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 03 TYPE Pinned Base Plate SUBTYPE No Ext EWI Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042856 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 8.000" X 8.500" X 0.500" +- 4.000"-+ +---------+--- ----------------------------- OUTSIDE FLANGE 3.000" FFFFFFFFFFFFFFFFFFFFFFF 0.188 X 5.000 W -+--- o W o W W W W W W W W W W W W W W W W 7.876" W MAIN WEB W 0.1205.500" W W W W. W W W W W W W W W W W W W W W INSIDE FLANGE FFFFFFFFFFFFFFFFFFFFFFF 0.188 X 5.000-+------------------------------------------ ` S P L I.0 E D E I G N - F L-A N�G E A N D ^ W E B P L A T E I N F O R M A T I O N DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 22 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 03 TYPE : Pinned Base Plate SUBTYPE : No Ext EWI Pin - S Nuts --------------------- =------------------------- =------------------------------------------------------------------------ 7----------- F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange INNER 1 Main Flange 0.188 X 5.000 0.000 0.63 43.99 3.81 4.9.50 0.076 1 0.188 X. 5.000 0.624 0.14 43.99 3.81 49.50 0.076 1 W E B P L A T E'S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN.SIDE DESCRIPTION Main Web Web -to Splice Plate 0.120 0.28 29.33 2.62 43.99 3.81 49.50 0.076 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------ WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) Win) Win) COND 1/8"' 0.12 3.71 0.033 2 0.02 3.71 0.007 2 W E L D I.N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ---. ."-=---•---- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S:" Near Side Far Side Win) Win) Win) COND 1/811 1/811 0.31 7.42 0.042 2 low _-- -- �- - y S P L I C E �D-E S I G N - A P -P •L I -E D L 079-D S - S. U M M A R Y- DATE: 07/03/00 CADDS TIME: 01:69 PM PAGE S' 23 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia - (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ---------------------------------------------------------------------------------------------------=-------------------------------- # 04 TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y ADJ MOM ALLOW MOM STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) ------- (kips) ------- (in -k) -------- (in -k) -------- FACTOR ------ 'STRENGTH -------- 1 DL + SL Std Des 10.51 0.00 0.00 -237.39 724.96 1.00 N 2 DL + WLL Std Des -2.70 0.00 0.00 63.50 724.96 1.33 N 3 DL + WLR Std Des -2.70 0.00 0.00 63.50 724.96 1.33 N 4 DL + SL + .5WLL Std Des 8.77 0.00 0.00 -197.19 724.96 1.33 N 5 DL + .SSL + WLL Std Des 2.19 0.00 0.00 -46.75 724.96 1.33 N 6 DL + SL + .5WLR Std Des 8.77 0.00 0.00 -197.19 724.96 1.33 N 7 DL + .5SL + WLR Std Des .2.19 0.00 0.00 -46.75 724.96 1.33 N 8 DL + EQL/1.4 Std Des 0.84 0.00 0.00 -16.93 724.96 1.33 N 9 DL + EQR/1.4 Std Des 0.84 0.00 0.00 -16.93 724.96 1.33 N 10 DL + .25SL+ EQL/1.4 Std Des 3.26 0.00 0.00. -72.05 724.96 1.33 N 11 DL + .25SL+ EQR/1.4 Std Des 3.26 0.00 0.00 -72.05 724.96 1'.33 N 12 DL + SLL + .5SLR Std Des 8.09 0.00 0.00 -182.28 724.96 1.00 N 13 DL + .5SLL + SLR Std Des 8.09 0.00 0.00 -182.28 724.96 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 4.61 0.00 0.00 -101.87 724.96 1.33 N 15 DL+.5SLL+SLR+WLL Std Des 4.61 0.00 0.00 -101.87 724.96 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns 3.26 0.00 0.00 -72.05 724.96 1.70 Y 21 DL + .25SL +2.80EQR Conns 3.26 0.00 0.00 -72.05 724.96 1.70 Y 22 DL + EWP Std Des -1.65 -0.28 0.00 44.82 724.96 1.33 N 23 DL + EWS Std Des -1.65 0.24 0.00 44.82 724.96 1.33 N 24' DL + SL + .5EWP Std Des 9.29 -0.14 0.00 -206.53 724.96 1.33 N 25 DL + .5SL + EWP Std Des 3.24 -0.28 0.00 -65.44 724.96 1.33 N 26 DL + SL + .SEWS Std Des 9.29 0.12 0.00 ,-206.53 724.96 1.33 N 27` DL + .5SL + EWS Std Des 3.24 0.24 0.00 --65.44 724.96 1.33 N 28 •. DL+WLL-IP 'Std Des -0.17 0.00 0.00 4.43 724.96 1.33 N 29 ..DL+WLR-IS Std Des -0.17 0.00 0.00 4.43 724.96 1.33 N 30 DL+.5SL+WLL-IP Std Des 4.72 0.00 0.00 -105.82 724.96 1.33 N 31 DL+.5SL+WLR-IS Std Des 4.72 0.00 0:00 -105.82 724.96 1.33 N 32 DL+SL+.5WLL-.5IP Std Des 10.03 0.00 0.00 -226.72 724.96 1.33 N 33 DL+SL+'.5WLR-.5IS Std Des 10.03 0.00. 0.00 -226.72 724.96 1.33 N - :S P"L I" C E D E S I G-N - P'A R T D 'I-M -E N-S 'I. 0 N S - DATE: 07/03/00 CADDS TIME: 01:09'PM PAGES 24 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 04 TYPE : Interior Col to.Roof Bm SUBTYPE : EW Post Top Clip w/o Stif ----------------------------------------------------------------------------------------------------------------------------------- P.A.R T D I M E N S I O N.S Lower End EW Post Upper End Roof Beam Top Clip Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 7.500" 21.837" Part Slope 2.000 TO 12' Conn. Plate Angle (Degrees) 0.000 Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.188" Inner Flange Width 5.000" Thickness 0.188" Adjacent Depth Change Information Distance to Depth Change 51- 0.000" 01- 0.000" Adj. P1. Angle (Degrees) 0.000 0.000 a S P - L I C E' -D E�S I G N - B O L T S -/ S P L- - C --E- —P L- Pi. T E - - - - - - - �- DATE: 07/03/00. CADDS TIME: 01:09 PM - PAGES 25 . -------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX ----------------------------------------------------------------- BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) .(CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000, TO 12. SPLICE # 04 TYPE ------------------------------------------------------------------------------------=---------------------------------------------- : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif S P L I C E P L A T E - PLATE TYPE FLANGE PLATE PLATE WIDTH 5.000" PLATE LENGTH 6.000" PLATE THICKNESS 0.187" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.269 CONTROLLING COND. 2 CONTROLLING LOCATION Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.500" INNER 1 2 1.500" P O S -T T O P C L I P COLUMN WEB THICKNESS 0.120" SHEAR FORCE IN BOLTS 10.511 kips CONNECTION DETAIL NO.: E137 USE PART NO. 0543358 WITHOUT BACKER PLATE CAPACITY = 13.0 kips S P L I' C E- D 'E7S I G N - B O-L TT wL O A D S /- A L L O W A B L E S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGES 26 -------------------------------------------------------------------------------------------------------------------------'---------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 04 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Interior Col to Roof Bm SUBTYPE EW-Post Top Clip w/o Stif B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt)------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 Total Section is in Compression 1.408 21.000 0.000 43.900 . 2 0.664 0.665 0.361 27.992 2.167 58.647 3 0.664 0.665 0.361 27.992 2.167 58.647 4 Total Section is in Compression 1.174 27.992 0.000 58.600 5 Total Section is in Compression 0.293 27.992 0.000 58.648 6 Total Section. is in Compression 1.174 27.992 0.000 58.600 7 Total Section is in Compression 0.293 27.992 0.000 58.648 8 Total Section is in Compression 0.112 27.992 0.000 58.651 9 Total Section is in Compression 0.112 27.992 0.000 58.651 10 Total Section is in Compression 0.436 27.992 0.000 58.644 11 Total Section is in Compression 0.436 27.992 0.000 58.644 12 Total Section is in Compression 1.084 21.000 0.000 43.941 13 Total Section is in Compression 1.084 21.000 0.000 43.941 14 Total Section is in Compression 0.617 27.992 0.000 58.637 15 Total Section is in Compression 0.617 27.992 0.000 58.637 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 Total Section is in Compression 0.436 23.204 0.000 56.092 21 Total Section is in Compression 0.436 23.204 0.000, 56.092 22 0.407 0.407 0.315 27.992 1.328 58.648 23 •0.407 0.407 0.296 27.992 1.328 58.648 24 Total Section is in Compression 1.250 27.992 0.000 58.593 25' Total Section is in Compression 0.488 27.992 0:000 58.643 26 Total Section is in Compression 1.248 27.992 0.000 58.593 27 Total Section is in Compression 0.476 27.992 0.000 58.643 . 28 0.042 0.042 0.023 27.992 0.138 58.651 29 0.042 0.042 0.023 27.992 0.138 58.651 30 Total Section is in Compression .0.632 27.992 0.000 58.637 31 Total Section-is in Compression ;__0.632 27.992 0:000 58.637 32• Total Section is in Compression 1.344 27.992 0.000 58.584 . 33 Total Section is in Compression 1.344 27.992 0:,000. 58.584 -- -- - - _ - -S`P' L I C E D E S I. -G N---- - L"A-.. Y -O UIT-'. SK E T C:H' F- DATE- 07/03/00 CADDS TIME: 01:09 PM PAGE:S 27 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR'PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE.). DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 04 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Interior Col to Roof Bm SUBTYPE : EW Post Top Clip w/o Stif ROOF BEAM BOLTS: 0.625" DIA A325 NO WASHERS USE EXIST. FLG.: 5.000" X 0.188" TOP CLIP DETAIL: E137 +- 2.750"-+ A A 1.500" W W -+--- 0 W o W W - W W W W W W W W W W W W W W W MAIN WEB' 3.000" W 0.120 W W W W W W W W . W W W W W W W I"1 W -+--- o W o 1.500" W W -+------------- ------- A v -------------v ------- S P L I C 'E'- D -E- S- I G "N _= .' F 'L A N 'G E- -•A-N' D -W E B' P_ LA T E _ -I N "FO R MA T' I' O N DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 28 ------------------------------------------------------------------------------------------------------7---------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12- 2-SPLICE SPLICE# 04 ------------------------------------------------------------=---------------------------------------------=------------------------ TYPE Interior Col to Roof Bm SUBTYPE EW Post Top Clip w/o Stif W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE Main Web 0.120 2.40 22.00 3.70.43.99 14.40 49.50 0.291 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------=------------------ -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD _ Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Inner Flange 6.000" 1/8" 1/8" 0.44 0.07 7.37 0.061 2 S P L I C E D E S I G•N - A P P L I E D L O A D S S U M: M A R Y DATE: 07/03/00 CADDS' ' TIME: 01:09 PM PAGE:S -43 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530=345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86'MPH UBC 97 2.000 TO 12 SPLICE -------------------------------------------------------------------------------------=--------------------------------------------= # 07 TYPE : Intermediate Roof Beam SUBTYPE : 0/I Extens - Comp Beam LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) (in -k) --------------- FACTOR STRENGTH ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -220.69 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 220.69 1.00 N 1 DL + SL Std Des 0.06 -1.98 -9.75 1.00 N 2 DL + WLL Std Des -0.17 -0.14 38.64 1.33 N 3 DL + WLR Std Des 0.01 1.21 -30.43 1.33 N 4 DL + SL + .5WLL Std Des -0.03 -1.96 9.76 1.33 N 5 DL + .5SL + WLL Std Des -0.14 -1.04 33.93 .1.33 N 6 DL + SL + .5WLR Std Des 0.07 -1.31 -24.80 1.33 N 7 DL + .5SL + WLR Std Des 0.04 0.31 -35.14 1.33 N 8. DL + EQL/1.4 Std Des -0.06 -0.54 21.55 1.33 N 9 DL + EQR/1.4 Std Des 0.07 0.24 -22.19 1.33 N 10 DL + .25SL+ EQL/1.4 Std ries -0.05 -0.99 19.20 1.33 N 11 DL + .25SL+ EQR/1.4 Std Des 0.08 -0.26 -24.54 1.33 N 12 DL + SLL + .5SLR Std Des 0.01 -1.78 33.99 1.00 N 13 DL + .5SLL + SLR Std Des 0.09 -1.27 -48.74 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 0.02. -0.44 3.90 1.33 N 15 DL+.5SLL+SLR+WLL Std Des -0.08 -1.24 -9.81 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 21 DL + .25SL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 22 DL + EWP Std Des -1.51 0.40 6.03 1.33 N 23 DL + EWS Std Des -1.51 0.40 6.03 1.33 N 24 DL + SL + .5EWP Std Des -0.70 -1.71 -6.59 1.33 N 25 DL + .5SL + EWP Std Des -1.48 -0.54 1.33 1.33 N 26 DL + SL + .5EWS Std Des =0.70 -1.71 -6.59 1.33 N 27 DL + .5SL + EWS St'd.De's -1.48 -0.54 1.33 1.33 N 28 DL+WLL-IP -Std Des -0.14 -1.20 95.61 1.33 N 29 DL+WLR=IS Std Des 0.49 1.26 -94.69 1.33 N 30 DL+.5SL+WLL-IP Std Des -0.11 -2.10 90.91 1.33 N 31 DL+.5SL+WLR-IS .Std Des 0.52 0.36 -99.40 1.33 N 32 DL+SL+.5WLL-.5IP Std Des. .-0.01 -2.49 38.25 1.33 N 33 DL+SL+.5WLR-.5IS Std Des: 0.31 -1.28' -56.93 1.33 N S-p_•L: I`C -E --D E S' -I G N - - P'A R T^ _ D •I M E N S�I O -N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGES 44 --------------=------------------------------------------------------------------------------------------------=------------------- ORDER # 063080 BUILDER —NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86.MPH UBC 97 2.000 TO 12 SPLICE # 07 TYPE ----------------------------------------------------------------------------------=--------------------------------=--------------- Intermediate Roof Beam SUBTYPE 0/I Extens - Comp Beam P A R T D I M E N S I O N S Lower Upper Roof Beam Roof Beam Dimensions at Connection. Flg. to Flg. Dimension 11.876" 12.000" Adjacent Depth Change Information Distance to Depth Change 131- 0.000" 51- 0.000" Flg. to Flg. Dimension 11.876" 21.837" Adj. P1. Angle (Degrees) 0.000 0.000 --•S••P L -I _C -E . -D. E, -S -I -G• N-- --Y- B O L 'T 'S / S P L I C E P L A T E DATE -',07/03%00 CADDS TIME: 01:09 PM PAGE:S 45 ------------------------------------------=---------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) . (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME #. 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF. 86 MPH UBC 97 2.000 TO 12 SPLICE # 07 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam S P L I C E P L A T E 4L BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042866 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN•STRESS RATIO 0.971 CONTROLLING COND. +50% CONTROLLING LOCATION Side 1 Inner Flg 2 B 0 L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 1 2 1.125" --- S P -L-, I'.0 -E' -D E S I G N - `B•O L T L O A D S / A L L O W A B L E S DATE: 01/03/00 CADDS TIME: 01:09 PM PAGE:S 46 . -----------------------------------------------------------------------------------------------------------------7----------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE -----------------------------------------------------------------------------------------------------------------------------7------ # 07 TYPE : Intermediate Roof Beam SUBTYPE : 0/I Extens - Comp Beam B O L T L O A D S /. A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 • INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) -------=---------------------- (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE -50% 8.684 0.000 0.000 21.000 28.307 44.000 +50% 0.000 8.604 0.000 21.000 28.044 44.000 1 0.370 0.000 1.609 21.000 1.208 43.870 2 0.000 1.540 0.112 27.992 5.020 58.651 3 1.194 0.000 0.985 27.992 3.894 58.615 4 0.000 0.385 1.595 27.992 1.257 58.556 5 0.000 1.350 0.847 27.992 4.402 58.625 6 0.961 0.000 1.064. 27.992 3.135 58.609 7 1.374 0.000 0.251 27.992 4.478 58.649 8 0.000 0.852 0.437 27.992 2.779 58.644 9 0.859 0.000 0.192 27.992 2.801 58.650 10 0.000 0.758 0.805 27.992 2.470 58.627 11 0.949 0.000 0.210 27.992 3.093 58.650 12 0.000 1.323 1.448 21.000 4.314 43.895 13 1.899 0.000 1.036 21.000 6.191 43.946 14 0.000 0.148 0.357 27.992 0.485 58.647 15 0.402 0.000 1.008 27.992 1.311 58.613 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category2 Load Combination - Does not apply to this Splice Type. 22 0.172 0.581 0.327 27.992 1.896 58.647 23 0:172 0.581 0.327 27.992 1.896 58.647 24 0.408 0.000 1.394 27.992 1.332' 58.579 25 0.326 0.412 0.443 27.992 1.343 58.644 26 0..408 0.000 1.394 27.992 1.332 58.579 27 0.326 0.412 0.443 27.992 1.343 58.644 28 0.000 3.756 0.974 27.992 12.243: 58.616 29 3.626 0.000 1.025 27.992 11.819 58.612 30 0.000 3.566 1.709 27.992 11.626 58.542 31 3.805 0.000 0.290 27.992 12.403, 58.648 32 0.000 1.493 2.026 27.992 4.868' 58.498 " 33 2:177 0.000 1.044 27.992 7.097: 58.611 S P L'I 'C EY " DE S I G N =-----:B O L T L-O-A•-D-S---/-_A_L_L. O W A B L E S DATE: 07/03/00 - - - `-.-CADDS- - TIME: 01:09 PM PAGE:S.- 47 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 07 TYPE : Intermediate Roof Beam SUBTYPE : 0/I Extens - Comp Beam B 0 L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) --------------- (Ksi) (Ksi) (Ksi) (Ksi) UPPER ROOF BEAM SIDE -50% 8.604 0.000 0.000 21.000 28.044 44.000 +50% 0.000 8.604 0.000 21.000 28.044 44.000 1 0.367 0.000 1.609 21.000 1.196 43.870 2 0.000 1.540 0.112 27.992 5.021 58.651 3 1.183 0.000 0.985 27.992 3.858 58.615 4 0.000 0.385 1.595 27.992 1.257 58.556 5 0.000 1.351 0.847 27.992 4.403 58.625 6 0.952 0.000 1.064 27.992 3.105 58:609 7 71.361 0.000 0.251 27.992 4.437 58.649 8 0.000 0.852 0.437 27.992 2.780 58.644 9 0.851 0.000 0.192 27.992 2.775 58.650 10 0.000 0.758 0.805 27.992 2.471 58.627 11 0.940 0.000 0.210 27.992 3.064 58.650 12 0.000 1.323 1.448 21.000 4.314 43.895 13 1.881 0.000 1.036 21.000 6.133 43.946 14 0.000 0.148 0.357 27.992 0.485 58.647 15 0.398 0.000 1.008 27.992 1.299 58.613 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 0.166 0.585 0.327 27.992 1.906 58.647 23 0.168 0.585 0.327 27.992 1.906 58.647` 24 0.406 0.000 1.394 27.992 1.325 58.579 25 0.323. 0.415 0.443 27.992 1.354 58.644 26 0.406 0.000 1.394 27.992 1.325 58.579,- 27 0.323 0.415 0.443 27.992 1.354 58.644 28 0:000 3.756 0.974 27.992 12.244 58.616 . 29 3..591 0.000 1.025 27.992 11 11.705 58.612 . 30 0.000 3.567 1.709 27.992 11.627 58.542 31 3.768 0.000 0.290 27.992 12.284 58.648 32 0:000 1.493 2.026 27.992 4.869• 58.498 33 2.156 0.000 1.044 27.992 7.029 58.611 OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 1.125" 2.375" 11.876" 14.500" 1 1.125" -+------------- 0 0 FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF 12.E )00" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 48 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia _(TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC. 97 2.000 TO 12 SPLICE # 07 ------------------------------------------------------------------------------------=---------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : O/I Extens - Comp Beam SPLICE PLATE 0042866 LOWER ROOF BEAM SIDE --> <-- UPPER ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" +- 2.750"-+ -+---------+--- ----------------------------- ---+'- OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 1.125" 2.375" 11.876" 14.500" 1 1.125" -+------------- 0 0 FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF 12.E )00" OUTSIDE FLANGE 0.188 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.188 X 5.000 OUTER 2 Main Flange Flange to Splice Plate YES 3/16". 3/16" 3.55 6.21 0.573 -50W INNER 2 Main Flange Flange to Splice Plate.. YES 3/16" 3/16" 3.52 6.21 10. 568 +5096 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/03/00 CADDS TIME: 01:09 PM PAGES 49 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 .BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN .SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 07 ------------------------------------------------------------= TYPE : Intermediate Roof Beam ---------------------------------------------------------------------- SUBTYPE : 0/I Extens - Comp Beam F L A N G E P L A. T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.)' (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE OUTER 2 Main Flange 0.188 X 5.000 2.375 18.48 33.00 14.38 49.50 0.560 -50% INNER 2 Main Flange 0.188 X 5.000 2.499 18.31 33.00 14.54 49.50 0.555 +50% UPPER ROOF BEAM SIDE OUTER 2 Main Flange 0.188 X 5.000 2.375 18.31 33.00 14.38 49.50 0.555 -50% INNER 2 Main Flange 0.188 X 5.000 2.375. 18.31 33.00 14.38 49.50 0.555 +50% W E B P L A T E S- ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) LOWER ROOF BEAM SIDE Main Web 0.120 1.39 22.00 0.00 33.00 14.24 49.50 0.287 -50% UPPER ROOF BEAM SIDE Main Web 0.120 1.37 22.00 0.00 33.00 14.08 49.50 0.284 +50% W E L D I N F O R M A T I O N LOWER ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION.' FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES = ---=--- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD • Out Face In Face Out Face In Face (k/in) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16". 3/16" 3.55 6.21 0.573 -50W INNER 2 Main Flange Flange to Splice Plate.. YES 3/16" 3/16" 3.52 6.21 10. 568 +5096 Main Web Web to Splice Plate 1/8" 0.17 1.86 .0.090 1 W E L D I N F O R M A T I O N UPPER ROOF BEAM SIDE F L A N G E P L A TE S DESCRIPTION FULL ---------------- .--- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 -Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.52 6.21 0.568 -50W INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 07/03/00 L D I N F O R M A T I O N CADDS TIME: 01:09 PM PAGE:S 50 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia -------- (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) LENGTH- ---- FILLET ---=-------- PENETRATION --------- LENGTH-- DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 07 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Intermediate Roof Beam SUBTYPE : (k/in) (k/in) 0/I Extens - Comp Beam COND Main Web W E L D I•'N F 0 R M A T I 0 N LOWER ROOF BEAM SIDE Web to Splice Plate 1/8" 0.16 1.86 0.089 W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- . LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.17 1.86 .0.090 1 W E L D I N F O R M A T I O N UPPER ROOF BEAM SIDE F L A N G E P L A TE S DESCRIPTION FULL ---------------- .--- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 -Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.52 6.21 0.568 -50W INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 3.52 6.21 0.568 +50% W E L D I N F O R M A T I O N UPPER ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES ------- -------- LENGTH- ---- FILLET ---=-------- PENETRATION --------- LENGTH-- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Splice Plate 1/8" 0.16 1.86 0.089 1 ,,. • ... •�..-i....._. STT_ S P L I C E D E S I G N DATE: 07/03/00CADDS TIME: 01:09 PM PAGE:'S•, 59 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE'# 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2. DESCRIPTION LRF 36'-0". 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 PF SPLICES SELECTED S P'L-I C E D E S I G N - C -O V•E RY--S H E E T -- DATE: 07/03/00 CADDS " TIME: 01:09 PM SEQ Connection PAGE:S. 60 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia Descri tion (TYPE) (WIDTH) (HEIGHT) •(SNOW) (WIND) (CODE/YEAR) (SLOPE) NUM DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 Weld Opt ----------------------------------------------------------------------------------------------------------------------------------- RUN OPTIONS AND INFORMATION --- --- -------------------- SOURCING PLANT 04 - VISALIA + ------- -- QUANTITY OF LIKE FRAMES 01 ------------------------ STRESS RATIO LIMIT 1.030 01 1 Pinned Base Plate 11 REPORTS SELECTED OV64314 01 COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Descri tion I NUM Connection Plate O Pt I NUM Stiffener Opt Weld Opt --- --- --- -------------------- + ---- --------------------------- + ------- -- ----------------- ------------------------ 1 01 1 Pinned Base Plate 11 Analysis Only OV64314 01 Full Optimization Design w/ Combined Welds 2 01 2 Knee Splice 12 Optimization w/ Std Plates OV64314 02 Full Optimization Design w/ Combined Welds OV64316 01 Full Optimization Design w/ Combined Welds 3 04 1 Pinned Base Plate 11 Analysis Only OV64314 01 Full Optimization Design w/ Combined Welds 4 04 2 Knee Splice 12 Optimization w/ Std Plates' OV64314 02 Full Optimization Design w/ Combined Welds OV64316 01 Full Optimization Design w/ Combined Welds 5 02 1 Ridge 13 Optimization w/ Std Plates OV64316 02 Full Optimization Design w/ Combined Welds OV64316 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 07/03/00 CADDS TIME: 01:09 PM - ..PAGE: S: 61 ----------------------------==----------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ------------------------------------------------------------------------------------------------------------------------------------ # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) ------- (kips) ------- FACTOR STRENGTH ------ -------- 1 DL + SL Std Des 22.37 -7.65 0.00 1.00 N 2 DL + WLL Std Des -7.42 5.87 0.00 1.33 N 3 DL'+ WLR Std Des -3.85 -1.16 0.00 1.33 N 4 DL + SL + .5WLL Std Des 17.85 -5.06 0.00 1.33 N 5 DL + .5SL + WLL Std Des 3.00 2.31 0.00 1.33 N 6 DL + SL + .5WLR Std Des 19.65 -7.97 0.00 1.33 N 7 DL + .5SL + WLR Std Des 6.55 -4.73 0.00 1.33 N 8 DL + EQL/1.4 Std Des 0.77 0.65 0.00 1.33 N 9 DL + EQR/1.4 Std Des 2.50 -1.69 0.00 1.33 N 10 DL,+ .25SL+ EQL/1.4 Std Des 5.95 -1.14 0.00 1.33 N 11 DL + .25SL+ EQR/1,4 Std Des 7.69 -3.48 0.00 1.33 N 12 DL + SLL + .5SLR Std Des 19.85 -5.87 0.00 1.00 N 13 DL + .5SLL + SLR Std Des 14.52 -5.87 0.00 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 14.40 -6.51 0.00 1.33 N 15 DL+.5SLL+SLR+WLL Std..Des 5.52 0.52 0.00 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 21 DL + .25SL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 22 DL + EWP Std Des -4.72 0.86 0.00 1.33 N 23 DL + SL + .5EWP Std Des 19.20 -7.49 0.00 .1.33 N 24 DL + .5SL + EWP Std Des 5.65 -3.76 0.00 1.33 N 25 DL+WLL-IP Std Des 0.07 4.92 0.00 1.33 N 26 DL+WLR-IS Std Des -0.44 -3.93 0.00 1.33 N 27 DL+.5SL+WLL-IP Std Des '10.49 1.35 0.00 1.33 N 28 DL+.5SL+WLR-IS' Std Des 9.96 -7.50 0.00 1.33 N 29 DL+SL+.5WLL-.5IP. Std Des 21.59 -5.54 0.00 1.33 N 30 DL+SL+.5WLR-.5IS Std'Des 21.35 -9.36 0.00 1:33 N - S P L -I C E D E S I G N - P A R T D I M E N -S I O N S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 62 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER — NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) . (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE ----------------------------------------------------------------------------------------------------------------------------------- Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts P A R T D I M E N S I O N S Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 1.000" Adjacent Depth Change Information Distance to Depth Change 111- 9.599" Flg. to Flg. Dimension 20.000" Adj. P1. Angle (Degrees) 0.000 � ^i � ._ � . • "fid . -. ' . .. .. '' •��_ S P L I C -E - -D._E S -I -G -N..- "-' B O L T S /- S P -L I C E P L-A T*E -- - DATE: 07%03%00 �- - ` CADDS TIME: 01:09 PM ----- PAGES 63 ----------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY --------------------------------------------=---------------------- MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) .(HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 TYPE Pinned Base ----------------------------------------------------------------------------------------------------------------------------------- Plate SUBTYPE No Ext SW Pin - S Nuts S P L I C E_ P L A T E PLATE TYPE STANDARD PART NUMBER 0042358 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH 8.437" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.375" DESIGN STRESS RATIO 0.377 CONTROLLING COND. 1 CONTROLLING LOCATION.: Cat. 2 Compression B O LST I N F O R M A T I O N BOLT DIAMETER 1.000" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 2.375" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 114.807 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.472 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.881 KSI CONCRETE STRESS RATIO 0.251 S. P4 h I CT E D�-E S I G' N-- - B O L T L O A D -S %- A •L :L O- W K B L E. -S DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 64 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007790 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM.FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF' 86 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts B O L T L 0 A D S / A L L 0 W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1. OUTER 2 OUTER 3. OUTER 4 INNER 4 INNER .3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 .0.000 20.000 2 3.709 3.739 13.329 4.722 26.659 3 1.924 0.738 13.329 2.450 •26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.513 13.329 0.000 26.659 6 Total Section is in Compression 0.000 13.329 0.000 26.659 7 Total Section is in Compression 0.923 13.329 0.000 26.659 8 Total Section is in Compression 0.168 13.329 0.000 26.659 9 Total Section is in Compression 0.281 13.329 0.000 26.659 10 Total Section is in Compression 0.000 13.329 0.000 26.659 it Total Section is in Compression 0.000 13.329 0.000 26.659 12 Total Section is in Compression 0.000 10.000 0.000 20.000 13 Total Section is in Compression 0.000 10.000 0.000 20.000 14 Total Section is in Compression 0.000 13.329 0.000 26.659 15 Total Section is in Compression 0.000 13.329 0.000 26.659 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination.- Does not apply to Splice Design. 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 2.358 0.546 13.329 3.003 26.659 23 Total Section is in Compression 0.000 13.329 0.000 26.659 24. Total Section is in Compression 0.597 13.329 0.000 26.659 25 Total Section is in Compression 3.108 13.329 0.000 26.659 26 0.222 2.503 13.329 0.282 26.659 27 Total Section is in Compression 0.000 13.329 0.000 26.659 28. Total Section is in Compression 1.604 13.329 0.000 26.659 29 Total Section is in Compression 0.000 13.329 0.000 26.659 30 Total Section is in Compression 0.000 13.329 0.000 26.659 0.375" OUTSIDE FLANGE 0.250 X 6.000 MAIN WEB 0.120 INSIDE FLANGE 0.313 X 6.000 ----+7--------- 2.375" 8.375" 6.062" +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W W W W W W W W W W W W W W W W W W W W W. FI W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF --------------- ----------------------------- - S P L I C E--D-E-S I.G N. - -_.L.A.Y.O U T ..S_K E_T C H DATE: 07/03/00 - _ - CADDS TIME: 01:09 PM PAGE' -S '.'..65 ---------------------------------------------7----------------------7-------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts SPLICE PLATE 0042358 COLUMN BOLTS: 1.000" DIA A307 NO WASHERS 9.000" X 8.437" X 0.500" 0.375" OUTSIDE FLANGE 0.250 X 6.000 MAIN WEB 0.120 INSIDE FLANGE 0.313 X 6.000 ----+7--------- 2.375" 8.375" 6.062" +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W W W W W W W W W W W W W W W W W W W W W. FI W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF --------------- ----------------------------- COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice.Plate 0.120 8.16 22.00 5.77 43.99 5.24 49.50 0.371 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR. LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND 1/8" 0.67 3.71 0.183 2 0.02 5.57 0.004 2 -------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in). COND 0.98:' 3.71 0.264 1 S P L I C E D E.S I G N. -._ F"L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 07/03/00 CADDS TIME: 01:09 PM. PAGES 66 ------------------------------------------------------------------------------------------------------------ ORDER # 063080 BUILDER NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE)' DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Pinned Base Plate SUBTYPE No Ext SW Pin - S Nuts F LA N G E. P L A T E S ----------- MAXIMUM STRESSES -----_----- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 6.000 0.375 2.66 43.99 5.24 49.50 0.105 1 INNER 1 Main Flange 0.313 X 6.000 0.062 0.07 43.99 5.24 49.50 0.105 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW 'ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web COLUMN SIDE DESCRIPTION OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice.Plate 0.120 8.16 22.00 5.77 43.99 5.24 49.50 0.371 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR. LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND 1/8" 0.67 3.71 0.183 2 0.02 5.57 0.004 2 -------- MAXIMUM STRESSES -------- TENSION SHEAR ALLOW CSR LOAD (k/in) (k/in) (k/in). COND 0.98:' 3.71 0.264 1 S P' L. I C E D E S A. - A P P_•L .I E_D L O A D S S U M M A R Y DATE: -07/03/00- .I _G _N - _ - CADDS - TIME: 01:09 PM PAGE.:S'. 67 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB.PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR)' (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE --------------------- # 02 -------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) ------- (in -k) -------- FACTOR STRENGTH ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -593.95 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 593.95 1.00 N 1 DL + SL Std Des 22.25 -7.66 -942.32 1.00 N 2 DL + WLL Std Des -7.63 2.42 497.18 1.33 N 3 DL + WLR Std Des -4.03 1.01 -8.82 1.33 N 4 DL + SL + .5WLL Std Des 17.73 -6.19 -661.74 1.33 N 5 DL + .SSL +.WLL Std Des 2.83 -1.16 58.01 1.33 N 6 DL + SL + .5WLR Std Des 19.53 -6.89 -914.74 1.33 N 7 DL + .5SL + WLR Std Des 6.43 -2.56 -447.99 1.33 N 8 DL + EQL/1.4 Std Des 0.65 0.62 93.89 1.33 N 9 DL + EQR/1.4 Std Des 2.38 -1.67 -221.85 1.33 N 10 DL + .25SL+ EQL/1.4 Std Des 5.83 -1.17 -125.69 1.33 N it DL + .25SL+ EQR/1.4 Std Des 7.57 -3.45 -441.44 1.33 N 12 DL + SLL + .5SLR Std Des 19.73 -5.87 -705.92 1.00 N 13 DL + .5SLL + SLR' Std Des 14.40 -5.87 -739.54 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 14.28 -4.34 -650.76 1.33 N 15 DL+.5SLL+SLR+WLL Std Des 5.35 -2.94 -178.38 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL.+ 2.80EQR Axial T Category 4 Load Combination- Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns 4.29 0.87 154.97 1.70 Y 21 DL + .25SL +2.80EQR Conns 9.11 -5.48 -722.10 1.70 Y 22 DL +'EWP Std Des -4.93 2.84 193.08 1.33 N 23 DL + SL + .5EWP Std Des 19.08 -5.98 -813.79 1.33 N 24 DL + .5SL + EWP Std Des 5.53 -0.74 -246.09 1.33 N 25 DL+WLL-IP Std Des -0.15 1.46 408.91 1.33 N 26 DL+WLR-IS Std Des -0.63 -1.76 -379.71 1.33 N 27 DL+.5SL+WLL-IP Std Des 10.32 -2.11 -30.26 1.33 N 28 DL+.5SL+WLR-IS Std Des 9.83 -5.33 -818.88 1.33 N 29 DL+SL+.5WLL-.SIP Std Des. 21.47 -6.67 -705.87 1.33 N 30 DL+SL+.5WLR-.5IS 'Std Des' 21.23 -8.28 -1100.18 1.33 N S P L I C E D E S I G N. - P A R T D I M E N S I O N S DATE: 07/03/00 - -'. __, -_ _ _ _ - -_ --CADDS'.-----, - TIME: 01:09 PM PAGES. 68 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE -------------------------------------------------------------------------------------------------------------------------------=--- Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF P A R T D I M E N S I O N S Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 20.000" 20.000" Part Slope 2.000 TO 12 Conn. Plate Angle (Degrees) 0.000 0.000 Offset from Structure Line 1.000" 0.125" Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.250" Inner Flange Width 5.000" Thickness 0.250" Adjacent Depth Change Information Distance to Depth Change- 9.599" 16'- 6.288" Flg. to Flg. Dimension 8.000" 20.000" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B 0 L T S / S P L I C E P L A T E DATE: 07/03/00 ... ---_ -_- - --• __ _ _,--...' -- -' -- - - - - --- -CADDS: - -- TIME: 01:09 -PM _ PAGE:S 69 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) '(SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC' 97 2.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF S P L I C E P L A T E. BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042917 ORIENTATION NORMAL PLATE WIDTH 8.000" PLATE LENGTH 20.875" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.875" DESIGN STRESS RATIO 0.663 CONTROLLING COND? 1 CONTROLLING LOCATION Side 2 Outer Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 3.250" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.875" INNER 2 2 5.500" 3.500" OUTER 2 2 6.375" 3.500" INNER 1 2 2.000" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR i F/- S P L I C E D E S I G N B O L T L O A D S / A L L O W A B L E S DATE: 07/03/00 CADDS _TIME: 01:09 PM_. 7: : - _ PAGE:S `70 -------------=-----------------------------=------------------------------------------------------------------------------------ --------------- ORDER ORDER ------------------------------ # 063080 BUILDER -'NORTH ---------------------- VALLEY READY MIX ----------------------------------------------------------------- BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia ,1' (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ----------=------------------------------------------------------------------------------------------------------------------------ # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE -50% 11.071 7.489 0.000 0.000 0.000 21.000 25.059 44.000 +50% 0.000 0.000 7.412 11.285 0.000 21.000 25.543 44.000 1 14.241 8.935 0.000 0.000 2.165 21.000 32.235 43.765 2 0.000 0.000 7.232 10.582 0.683 27.992 23.953 58.634 3 0.713 0.621 0.386 0.294 0.286 27.992 1.614 58.648 4 9.693 6.002 0.000 0.000 1.750 27.992 21.939 58.537 5 0.000 0.000 0.360 0.698 0.327 27.992 1.581 58.647 6 14.130 8.944 0.000 0.000 1.949 27.992 31.984 58.509 7 7.384 4.792 0.000 0.000 0.724 27.992 16.715 58.632 8 0.000 0.000 1.085 1.688 0.175 27.992 3.821 58.650 9 3.776 2.479 0.000 0.000 0.471 27.992 8.548 58.643 10 1.485 0.825 0.000 0.000 0.330 27.992 3.363 58.647' 11 7.093 4.559 0.000 0.000 0.976 27.992 16.056 58.616 12 10.219 6.296 0.000 0.000 1.661 21.000 23.131 43.862 13 11.628 7.412 0.000 0.000 1.661 21.000 26.320 43.862 14 9.995 6:312 0.000 0.000 1.228 27.992 22.624 58.595 15 2.529 1.544 0.000 0.000 0.831 27.992 5.725 58.626 16 Category 3 Load Combination- Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 0.000 0.000 1.372 2.322 . 0.244 23.204 5.255 56.097 21 12.090 7.890 0.000 0.000 1.550 23.204 27.366 56.005 22 0.000 0.000 3.077 4.406 0.802 27.992 9.974 58.627 23 12.319 7.735 0.000 0.000 1.691 27.992 27.885 58.544 24 3..760 2.370 0.000 0.000 0.208 27.992 8.511 58.650 25 0.000 0.000 5.122 7.790 0.412 27.992 17.634 58.645 26 7.172 4.8720.000 0.000 0.498 27.992 16.235 58.642 27 Total Section.is in Compression 0.597 27.992 0.000 58.638 28 13.784 9.013 0.000 0.000 1.508 27.992 31.201 58.566 29 9.965 6:071 0.000 0.000 1.886 27.992 22.556 58.518 30 17.328 • 11.053 0.000 0.000 2.341 27.992 39.222 58.446 } S .P L. I C. E, D E S I� N_ _ - B O L T_ -.L O A -D. S _. .� A L ,L O W A B L E S DATE: 07/03/00' TIME: 01:09 PM PAGES 71 ------------------------------------ ORDER # 063080 - BUILDER - NORTH ------- -------------------------------------------------------------------------------------- VALL-6Y READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS `BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02TYPE : Ext Col - Roof Beam Knee SUBTYPE : No Extens - Horiz w/EndF B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE - INNER EDGE SHEAR . TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE -50% 10.900 7.703 0.000 0.000 0.000 21.000 24.672 44.000 +50% 0.000 0.000 7.370 10.344 0.000 21.000 23.415 44.000 1 13.914 9.313 0.000• 0.000 2.165 21.000 31.495 43.765 2 0.000 0.349 7.164 9.814 0.683 27.992 22.214 58.634 3 0.713 0.621 0.386 0.294 0.286 27.992 1.614 58.648 4 9.458 6.271 0.000 0.000 1.750 27.992 21.409 58.537 5 0.000 0.000 0.349 0.581 0.327 27.992 1.316 58.647 6 13.818 9.307 0.000 0.000 1.949 27.992 31.277 58.509 7 7.239 4:964 0.000 0.000 0.724 27.992 16.386 58.632 8 0.000 0.000 1.076 1.533 0.175 27.992 3.470 58.650 9 3.706 2.563 0.000 0.000 0.471 27.992 8.390 58.643 10 1.436 0.881 0.000 0.000 0.330 27.992 3.251 58.647 11 6.947 4.731 0.000 0.000 0.976 27.992 15.725 58.616 12 9.967 6.584 0.000 0.000 1.661 21.000 22.561 43.862 13 11.379 7.703 0.000 0.000 1.661 21.000 25.756 43.862 14 9.772 6.571 0.000 0.000 1.228 27.992 22.119 58.595 15 2.465 1.617 0.000 0.000 0.831 27.992 5.579 58.626 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to.Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. 20 0.000 0.000 1.349 2.035 0.244 23.204 4.607 56.097 21 11.-859 8.165 0.000' 0.000 1.550 23.204 26.843. 56.005 22 0.000 0.279 3.032 4.103 0.802 27.992 9.287 58,627- 23 12.038 8.060 0.000 0.000 1.691 27.992 27.247 58.544 24 3.675 2.468 0.000 0.000 0.208 27.992 8.320 58.650' 25 0.000 0.000 5.094 7.144 0.412 27.992 16.172 58.645 26 7.065 5.008 0.000 0.000 0.498 27.992 15.991 58.642 27. Total Section is in Compression 0.597 27.992 0.000 58.638 28 13.524 9.324 0.000 0.000 1.508 27.992 30.611 58.566 29 9.709 6.363 0.000 0.000 1.886 27.992 21.977 58.518 . 30 16.958 11.485 0.000. 0.000 2.341 27.992 38.385 58.446 . � ... .fir• .. - S P L I C F. _D-E. DES-I_G•N- L_A.-Y_0 U -T-- _S K E -T C H DATE: 07/03/00'- _ —_v A.. - _ - - - '_ _ CADDS TIME: 01:09 PM PAGE:S 72 ------------------------------------------=-------------------7-------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF --------------------I-------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042917 . COLUMN SIDE -->I<-- ROOF BEAM SIDE BOLTS: 0.750" DIA A325 NO WASHERS 8.000"-X 20.875" X 0.500" 0.875" OUTSIDE FLANGE 0.250 X 6.000 GUSSET STIFFENER 0030877 0.250 X 3.000 X 6.000 NS/FS MAIN WEB 0.120 ----+---------+--- 2.875" 4.375" 3.500" 9.000" 1 16.500" 3.500" 2.000" -+---------- +- 3.250"-+ ----------------------------- FFFFFFFFFFFEFEFEFEFEFEF W o W o W GSGSGSGSGSGW W o W o W W W W W W W W W W W W W W W W W' W W W W W W W W W • •W O .W p W W W o W'' o W FFFFFFFFFFFFMSMSMSMSMSM ------------------- 411M 375" END FLANGE 0.375 X 6.000 X 16.500 MAIN WEB 0.188 MAIN STIFFENER 0.500 X 2.500 X 19.375. NS/FS S P L I C E D E S I G N `' F L A N G E A N D -W E B P.L A T E I N F O R M A T I O N DATE: 07/03/00-:- - i� - " ._. _ . _.R_:_ - - - - CADDS _ TIME: 01:09 PM ' PAGE:S 73 ------------- ----------- =---------------- ORDER # 063080 BUILDER ------------------------------------------------------------------------ - NORTH VALLEY READY MIX BLDR ORDER # 00-49 -------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB.PARSONS. BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP -.Visalia r (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 r 1� -------------------=-------------7--------------------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF F L A N G E P L A T E S --=-------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 6.000 0.875 4.66 33.00 19.22 49.50 0.388 +50% OUTER 2 Gusset Stiffener 0030877 0.250 X 3.000 X 6.000 4.375 11.83 33.00 10.46* 49.50 0.359 1 INNER 1 Main Flange 0.313 X 6.000 0.000 4.87 33.00 28.99 49.50 0.586 1 ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 16.500 0.000 2.24 33.00 12.53 49.50 0.252 +50% INNER 1 Main Stiffener 0.500 X 2.500 X 19.375 0.000 3.68 33.00 21.33 49.50 0.430 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 3.93 22.00 33.45 33.00 28.46 49.50 1.014 +50% ROOF BEAM SIDE Main Web 0.188 15.34 17.16 28.80 33.00 22.07 49.50 0.894 1 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------.-.WELD SIZE ------------ .------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET,---- --------- PENETRATION - -------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) Win)* GOND OUTER 1 Main Flange " Flange to Splice Plate YES 3/16" 3/16" 1.18 8.25 0.144 1 OUTER 2 Gusset'Stiffener Stiffener to Splice P1 1/8" 1/8" 2.95 5.57 0.531 1 Stiffener to'Web Plate 1/8" 1.54 1.86 '0.832 1 INNER 1 Main Flange.. ; Flange to Splice Plate,.. YES. 5/161' U 3/16" 1.55 10.33. 0.150 +50% OUTER 1 End Flange End Flg to Splice P1 End Flg to Outer Flg INNER 1 Main Stiffener Stiffener to Splice P1 Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION. Main Web . Web to Splice Plate Web to End -Flange 3/16" 1/8" 0.86 4.18 0.208 1 0.00 1.86 0.000 1 3/16" 1.84 4.18 0.441 +50% 1/8" 1.37 1.86 0.741 1 - - -- - S .P L I C E D E S IG N- - W E L D I N F_ O R M. A T I O N DATE: 07/03/00 W E B P L A T E S - - _ _ _ - - CADDS TIME: 01:09 PM --- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- PAGE:S 74 -------------------------------------------------------------------------------------------------------------,---------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (k/in) (k/in) (k/in) (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) 5.41 DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 02 ------------------------------------------=---------------------------------------------------------------------------------------- TYPE Ext Col - Roof Beam Knee SUBTYPE No Extens - Horiz w/EndF W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) (k' /in)* COND Main Web Web to Splice Plate 1/8" 1/8" 4.01 5.57 0.721 +50% W E L D I N F O R M A T I O N ROOF BEAM•SIDE F L A N G .E . P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES --------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 End Flange End Flg to Splice P1 End Flg to Outer Flg INNER 1 Main Stiffener Stiffener to Splice P1 Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION. Main Web . Web to Splice Plate Web to End -Flange 3/16" 1/8" 0.86 4.18 0.208 1 0.00 1.86 0.000 1 3/16" 1.84 4.18 0.441 +50% 1/8" 1.37 1.86 0.741 1 W E L D I N F O R M A T I O N W E B P L A T E S ----------------------- --- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- --- ------ PENETRATION ---------TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND 3/16" 3/16" 5.41 2.95 7.86 0.784 1 S P L I- C E D E S .I .G-14 - A P P L I E. D. L 0 A D_ S S U M M A R Y DATE: 01/03/00 - = -_CADDS TIME: 01:09 PM {'..'PAGE:S 89 --------------------------------------------------------------------------------------------------------------------=-------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) ' DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF '16'-0" 14'-2 3/8" 40 PSF 86 MPH UBC. 97 2.000 TO 12 SPLICE -------------------------------------------------------------------------------------------------------------------=--------------- # 05 TYPE Ridge SUBTYPE 0/I Extens - Comp Bm LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) --------------- (in -k) FACTOR STRENGTH ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -593.95 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 593.95 1.00 N 1 DL + SL Std Des 7.55 -1.26 869.28 1.00 N 2 DL + WLL Std Des -2.84 -0.44 -226.21 1.33 N 3 DL + WLR Std Des -2.54 1.35 -226.21 1.33 N 4 DL + SL + .5WLL Std Des 5.87 -1.43 725.91 1.33 N 5 DL + .5SL + WLL Std Des 0.68 -1.03 178.18 1.33 N 6 DL + SL + .5WLR Std Des 6.02 -0.55 725.91 1.33 N 7 DL + .5SL + WLR Std Des 0.98 0.77 178.18 1.33• N 8 DL + EQL/1.4 Std Des 0.38 -0.94 60.57 1.33 N 9 DL + EQR/1.4 Std Des 0.66 0.79 60.57 1.33 N 10 DL + .25SL+ EQL/1.4 Std Des 2.13 -1.23 262.75 1.33 N 11 DL + .25SL+ EQR/1.4 Std Des 2.42 0.49 262.75 1.33 N 12 DL + SLL + .5SLR Std Des 5.38 -3.45 667.10 1.00 N 13 DL + .5SLL + SLR Std Des 6.21 1.54 667.10 1.00 N 14 DL+SLL+.5SLR+WLR Std Des 2.32 -2.03 380.36 1.33 N 15 DL+.5SLL+SLR+WLL Std Des 2.86 1.18 380.36 1.33 N 16 PDL+ 2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 17 PDL+ 2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 18 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 19 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 20 DL + .25SL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 21 DL + .25SL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 22 DL + EWP Std Des -4.74 0.81 -126.14 •1.33 N 23 DL + SL + .5EWP' Std Des 4.92 -0.82 775.94 1.33 N 24 DL + .5SL +.EWP- Std Des -1.23 0.22 278.24 1.33 N 25 DL+WLL-IP Std Des -0.66 -4.25. -19.65 1.33 N . 26-: DL+WLR-IS. Std Des 0.76 4.26 -19.65 1.33' N 27, DL+.5SL+WLL-IP Std Des .2:86 -4.84 384.74 1.33 N 28, DL+.5SL+WLR-IS � Std Des' 4.27 3.67 384.74 1.33 N 29.. DL+SL+:5WLL-.5IP Std Des 6.96 -3.34 829.19 1`.33 N 30 DL+SL+,5WLR-..5IS, Std Des 7.67 0.92 829.19 1.33 N -S P L I C E D E S I G N - P A R T' D I M E N S I O N S DATE:' -07/03/00 - CADDS ' ., PAGE:S 90 TIME: 01:09 PM -------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 - PROJ NAME GOLDEN FEATHER FIRE ENGR GRP — Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 TYPE ,: Ridge -------------------------------------------------------- ----------------------------------------------------------------------- SUBTYPE : O/I Extens - Comp Bm P A R T D I M E N S I O N S Lef t Right Roof Beam Roof Beam Dimensions at Connection Flg. to Flg. Dimension 20.000" 20.000" Part Slope 2.000 TO 12 2.000 TO 12 Conn. Plate Angle (Degrees) 9.462 9.462 Adjacent Depth Change Information Distance to Depth Change 181- 0.000" 181- 0.000" Flg. to Flg. Dimension 20.000" 20.000" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B 0 L T S / S P L I C E. P L A T E DATE: 07/03/00 CADDS TIME: 01:09 PM PAGE:S 91 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) .(CODE/YEAR) (SLOPE) " DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 ---------------------=------------------ TYPE Ridge ------------------------------------------------------------------------------------------- SUBTYPE 0/I Extens - Comp Bm. S P L I C E P L A T E BOTH SIDES PLATE TYPE CUSTOM PART NUMBER OV64316-02 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 25.125" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.735 CONTROLLING GOND. 1 CONTROLLING LOCATION Side 1 Inner Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE . PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 2 2 4.125" 3.000" OUTER 2 2. 4.125" 3.000" INNER 1 2 1.125" S P L I'C E. D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 01/03/00 CADDS TIME: 01:09 PM PAGE:S 92 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 ----------------------------------------------=-------------------------------------=---------------------------------------------- TYPE Ridge SUBTYPE O/I Extens - Comp Bm B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4. INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE -50% 8.712 6.806 0.000 0.000 0.000 21.000 28.398 44.000 +50% 0.000 0.000 6.779 8.665 0.000 21.000 28.245 44.000 1 0.000 0.000 9.129 11.834 0.000 21.000 38.575 44.000 2 3.629 2.883 0.000 0.000 0.366 27.992 11.831 58.646 3 3.630 2.884 0.000 0.000 0.373 27.992 11.832 58.646 4 0.000 0.000 7.660 9.922 0.183 27.992• 32.342 58.650 5 0.000 0.000 1.946 2.505 0.366 27.992 8.167 58.646 6 0.000 0.000 7.660 9.922 0.183 27.992 32.342 58.650 7 0.000 0.000 1.946 2.506 0.374 27.992 8.168 58.646 8 0.000 0.000 0.636 0..825 0.353 27.992 2.690 58.647 9 0.000 0.000 0.637 0.825 0.360 27.992 2.691 58.647 10 0.000 0.000 2.760 3.577 0.353 27.992 11.661 58.647 11 0.000 0.000 2.760 3.578 0.360 27.992 11.662 58.647 12 0.000 0.000 7.006 9.082 1.025 21.000 29.604 43.947 ' 13 0.000 0.000 7.006 9.082 1.033 21.000 29.605 43.946 14 0.000 0.000 4.068 5.257 0.659 27.992 17.138 58.635 15 0.000 0.000 4.069 5.258 0.666 27.992 17.139 58.635 16 Category 3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category 4 Load Combination - Does not apply to Splice Design. . 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 2.415 1.975. 0.00.0 0.000 0.007 27.992 7.872 58.651 23 0.000 0.000 8.338 10.766 0.000 27.992 35.093 58.651 24 0.000 6.000 3.307 4.199 0.007 27.992 13.689 58.651 25 0.282 0.220, 0.000 0.000 1.753 27.992 0.922 58.536 26 0.282 .0.220 0.000 0.000 1.761 27.992 0.922 58.535 27 0.000 0.000' 4.017 5.213 1.753 27.992 16.992. 58.536 28 0.000 0.000-1. 4.017 5.213 1.761 27.992 16.993_ 58.535 29 0.000 0.000:'. 8.696.= 11.276 0.876 27.992 36.755 58.623 30 0.000 0.000"8.691 11.276• 0.884 27.992 36.756 58.622 �_.S..P L •I -C -E ---D E -S- I G -N._-'---_ B O' L'T L O A D S /' A I hO W A B L E S - .DATE:- _ 07%03%00--•-- - -- - - - -- - CADDS TIME: 01:09 PM PAGE:S 93 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 --------------------------------- TYPE : -------------------------------------------------------------------------------------------------- Ridge SUBTYPE : O/I Extens - Comp Bm B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft A11. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi)' RIGHT ROOF BEAM SIDE -50% 8.712 6.806 0.000 0.000 0.000 21.000 28.398 44.000 +50% 0.000 0.000 6.779 8.665 0.000 21.000 28.245 44.000 1 0.000 0.000 9.129 11.834 0.000 21.000 38.575 44.000' 2 3.629 2.883 0.000 0.000 0.366 27.992 11.831 58.646 3 3.630 2.884 0.000 0.000 0.373 27.992 11.832 58.646 4 0.000 0.000 7.660 9.922 0.183 27.992 32.342 58.650 5 0.000 0.000 1.946 2.505 0.366 27.992 8.167 58.646 6 0.000 0.000 7.660 9.922 0.183 27.992 32.342 58.650 7 0.000 0.000 1.946 2.506 0.374 27.992 8.168 58.646 8 0.000 0.000 0.636 0.825 0.353 27.992 2.690 58.647 9 0.000 0.000 0.637 0.825 0.360 27.992 2.691 58.647 10 0.000 0.000 2.760 3.577 0.353 27.992 11.661 58.647 11 0.000 0.000 2.760 3.578 0.360 27.992 11.662 58.647 12 0.000 0.000 7.006 9.082 1.025 21.000 29.604 43.947 13 0.000 0.000 7.006 9.082 1.033 21.000 29.605 43.946 14 0.000 0.000 4.068 5.257 0.659 27.992 17.138 58.635 15 0.000 0.000 4.069 5.258 0.666 27.992 17.139 58.635 16 Category'3 Load Combination - Does not apply to Splice Design. 17 Category 3 Load Combination - Does not apply to Splice Design. 18 Category 4 Load Combination - Does not apply to Splice Design. 19 Category.4 Load Combination - Does not apply to Splice Design. 20 Category 2 Load Combination - Does not apply to this Splice Type. 21 Category 2 Load Combination - Does not apply to this Splice Type. 22 2.415 1:975 0.000 0.000 0.007 27.992 7.872 58.651 23 0.000 0.000 8.338 10.766 0.000 27.992 35.093 58.651 24 0:000 3.307 4.199 0.007 27.992 13.689'-:. '58.651 25 0.282 .0.000 .0.220 0.000 0.000 1.753 27.992 0.922 58.536 ' 26 0.282 0.220 0.000 0.000.' 1.761 27.992 0.922 58.535 27. 0.000 0.000.. 4.017 5.213' 1.753 27.992' 16.992- 58.536 28 0.000 0:000 4.017'. 5.213 1.761 27.992 16.993 58.535 29 0.000 0.000 8.696 11.276 0.876 27.992 36.755' 58.623 30 0.000• 0:000 8.697 11.276 0.884 27.992 36:756 58.622' T. S P,L I C E D E S I G N - L A Y-0 U T _ S K E .T C H DATE: 07/03/00 _ - - CADDS TIME: 01:09 PM -- ':" PAGE:S 94 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia • (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : 0/I Extens.- Comp Bm SPLICE PLATE OV64316-02 6.000" X 25.125" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.188 LEFT ROOF BEAM SIDE -->I<-- RIGHT ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS- -+---------+--- 1.125" 2.375" 3.000" 20.276" 16.875" +- 2.750"-+ ----------------------------- 0 0 FFFFFFFFFFFFFFFFFFFFFFF W o W o W W W W W W W W W W W W W W W W W W W W W W W W W W W :. 0 W, .. o W. FPFFFFFFFFFFFFFFFFFFFFF 2.375" 20, r, eX :76" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.188 LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE Main Web LEFT ROOF -BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange, Flange to -Splice Plate 0.188 0.188 FULL STRENGTH YES YES . 1.17 29.33 16.18 33.00 24.25 49.50 0.490 1 1.17 29.33 16.18 33.00 24.25 49.50 0.490 1 W E L D I N F O R M A T I O N - ----FL, A N G E P L A T E S -------- -- ----_----- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- ---- FILLET ----------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In.Face Out Face In Face Win) Win) Win) COND 3/16" 3/16" 4.75 8.25 0.576 -50W 3/16" 3/16" 6.61 8.25 0.801 1 S P L I C E D E,S I G N - F L A N G E A N D W E _-P-L,A.T.E.---I-N.F-O R -M -A -T 10 N _ �." ----` DATE:. 07/03/0 _ .. -rB. - CADDS TIME: -01:09 PM PAGE:S 95 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE- ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT). (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 ------------------------------------------------------------------------------=---------------------------------------------------- TYPE : Ridge SUBTYPE 0/I Extens - Comp Bm F L A N G E P L A T E S ----------- MAXIMUM STRESSES L ---------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW GOND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 18.30 33.00 24.96 49.50 0.555 -50% INNER 2 Main Flange 0.250 X 5.000 2.474 25.46 33.00 16.14 49.50 0.772 1 RIGHT ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 18.30 33.00 .24.96 49.50 0.555 -50% INNER 2 Main Flange 0.250 X 5.000 2.474 25.46 33.00 16.14 49.50 0.772 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) -(Ksi) (Ksi) LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE Main Web LEFT ROOF -BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange, Flange to -Splice Plate 0.188 0.188 FULL STRENGTH YES YES . 1.17 29.33 16.18 33.00 24.25 49.50 0.490 1 1.17 29.33 16.18 33.00 24.25 49.50 0.490 1 W E L D I N F O R M A T I O N - ----FL, A N G E P L A T E S -------- -- ----_----- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- ---- FILLET ----------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In.Face Out Face In Face Win) Win) Win) COND 3/16" 3/16" 4.75 8.25 0.576 -50W 3/16" 3/16" 6.61 8.25 0.801 1 77 S P L I C E D E S I G N - W -E L D I N F O R M A T I O N DATE:'07/03/00 CADDS TIME: 01:09 PM -.PAGE:S 96 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 063080 BUILDER - NORTH VALLEY READY MIX BLDR ORDER # 00-49 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - BOB PARSONS BLDR PHONE # 530-345-7296 PROJ NAME - GOLDEN FEATHER FIRE ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 36'-0" 14'-2 3/8" 40 PSF 86 MPH UBC 97 2.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ----------------------- - - -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 1/8" 3.04 5.57 0.546 1 W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION -SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) (k/in) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.75 8.25 0.576 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 6.61 8.25 0.801 1 W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- _.LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S.• Far S...Near Side Far Side (k/in) (k/in) '(k/in) COND Main Web. 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