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040-400-082
040-400-082 rrnr,i.+ WIDELL INDUSTRIES Chico 3053 Southgate Ln., Cont: Slater & Sons Add/Manufacturing 040-400-082 0, H.L.S., 3053 SOUTHGATE LN, CHI Cont: LEISURE SUPPLY STG SHELVINGICOMM 040-400-O82 04-2898 HLS 3053 SOUTHGATE LN: CHo Cont: OWNER USAGE CHANGE 1 �y a, PERMIT NO. I / ,' •PERMIT EXPIRES �. OWNER CONTR. Modern Steel ASSESSOR PARCEL 40-40-41 LOCATION 3053 South Gate Ln, Chico r. FI Address GAS Meter By Date ELECTRIC Meter By a Temp. Power Pole ` Called PG&E Temp. Elec. Servi Called PG&E * Temp. Gas Servic im Cal led PG&E J08 FINALED (D-1 Signature A ff P- 1/ V = OK Os= N*CVK w Nv.Applichle REMIENfIAL'(Single and Duplex) = Not Ready D to UNDERFLOOR Plan OKexce tN's Date FRAMING (Continued) 1 g requ' ments—Setbacks—Ease s 48. Property Line Firewall & Openings — Ittq M&irt-Sg615=St —Elec. Grn ,— /' Ftg. Depth 49. Ext. Doors—One 3'—Check Garage -3rd story, 2 exit / /" Ftg. Depth 50. Stairs; Width—Headroom—Rise—Run—Landing—Fir rot t 4. tg., Porches & Decks; Soils—Steel— / /" Ftg. Depth 51. Plywood on Roof Overhang—Attic Vents—Rafter rs Mrta a s, Mt r,—Stbef-BlodkoUts—Wra<apet�S*Ar— 52. Siding—Nailing—Veneer emwa —Slab 53. Stucco Mesh—Drip Screed—F Ve — n erflr. Access — .—S I54. Glazing Area—Glass rote Skylights—Plastic F i gs—T — way C/ O—Sewer Test 55. Shp! Walls; N ' s — os 1 ateLPipe; — Service Test �. 1 Ieatrh5; Und6ground s & Uucts; — e — ppanTmMs. Anc olts es Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date — and -BI Date Date fdWL (Plans) OK except H's Card -BI 46LDate ��ard-BI Date Date PLUMBING (Permit) OK except q's 5 Ext. Steps—Door & Sidelight Protection Landings a er Ht.; Vent—Access—Combustion Airurnace; Vents—Clearance—Comb. Air—Connector— '3 Wat pe; TEsrx—A ors—Nail rotecti '9 .; T�Ftt4w-K-An s—Na' rotection xi ing -4;6 648wor Pan I loor—T s oor— u ccess lec. Trim & Subpanel; Breaker Sizes—Labels 19. Gas Pipe; Size & Anchors Stairs & Rails Elec. Outlets at Wood Panel; Int. & Ext. Card -BIO bate and -BI Datenq earance Card -BI !JreI Date FJ.QCTRICAL $ Card -BI Date Permit OK except p's A"8 A.C. Duct -in ixtu & Transformer Clearance—Ins. Protection M—Wfr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— In Garage; Above Floor—Mech. Protection ec. Receptacles Spacing—Lights &Switches at Doors 2 Size Boxes & No. of Conductors—Stapled 7 „ Elec. & Mech. Equip. Listed for Location 2 mex Installed Close to Edge of Studs & C.J.Insulation Equip. Ground made up w/Mech. Fasteners—Bond Gas &Water 49'7 c Yes r Size ward Rails & Deck Construct ion—Poek-eaps feed Wire Size / / ga. Cu or Al—A.C. Wire Size / / ga. Cu or Al 74' a oor—rainage ood-Earth Clearance er oor Yes a. u o — ° 7sJ!Following instld.. Drive s E]No, Walks es o, Planters ❑Yes ❑No vice—Riser Conductors & Ground—Main Disconnect Equip. Clearances; Panels—Motors—Mech. Equip. C. Unit; Disconnect—Cirnces—Brkr. & Cond. Size -115V Outlet ig t 7 ents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. Card B -I and -BI Date Ventilation throughout House lass Protection Card B -I Gate Card -BI Date Date HANICAL (Permit) OK except q's —Meters gged; freTEl c C. Ducts; Insulation & Support WitET Sewer nec ed—C/O to Gr —HD Approval Z�mj Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade nermpliance Certific to—Othe ertificates �� _ urn a—Vent; Access -Comb. Air—Return Air Vent -115V outlet ttic Access & Platform if Furnace in Attic d -BI Date Card-BIWle Card -BI BI Date Card -BI Card -BI Date Comments at Final: Card -BI to 'Eard-BI Date Card -BI J` /(/ I Date Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs—Nailing, Spacing & Braci.ng—Plates—Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings—Stairs—Chases—Tub 41. Header & Beam—Size & Bearing 42. Hangers—Post Caps—Anchors—Connectors 43. 44. Cing. Joist—Rftr. Ties—Purlin—Roof Brac.—Truss—Sh_thnp_,—Rfn_g_,_ _ Fireplace Ties or Type A Flue—Fireplace Throat 45. Attic Access; Size & Romex Protection—Draft Stop—Ins. Baffles 46. Bdrm. Windows or Exiting Doors—Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) OK O = Not OK r A ' •' ` 3e = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Depth -Spacing -Connectors 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.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; LocatiorrTest-Wrap:/ /"L"ft./ /,,Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except H's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date COUNTYFOF_BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 3167-84 for the following: Use Classification Office & Warehouse Address or Location 3053 South Gate Ln. , Chico Group B-2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. Date 2/14/85 Director of Public W rks 0 By POST IN A CONSPICUOUS PL CE (Uver) M ES°SANG E F . G � • TO 1666 M OF DATE/ ` TIME PHON2E � 4—�� ❑ T lephoned ❑ Please Call ❑ Was In ❑ Returned Call ❑ Will Call Again ❑ Wants to See You ❑ Information Note and ❑ Reply ❑ Comment ❑ Re-route ❑ Signature ❑ Investigate ❑ Return ❑ Approval ❑ Contact Me ❑ File ❑ Forwarded Per Request MESSAGE ki By r N O N- R E S I D E N T I A L B U I L D I N G S E N ERG Y CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE I HEREBY CERTIFY, BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR J 67- (Building Permit Number) �- (UBC Occupancy Type) (Location) - Signer's Name a Gi ot✓ �' " Ey �i3 �'�J ��1�� sr/ tihrlease print) Signature Wf, Date Job Capac i4—�(confractor, ,(��/i engineer, owner, etc.) 1 Chapter 6 of the Energy Conservation Design Manual reads in part ...."must be signed by:the building owner, or the general building contractor, the de8ign architect, design engineer, or an approved inspector or inspection agency ..... The certificate.presumes a personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent site visits and reports from others engaged on the site.'.' Doa7Fff fDQLI2fLYL�i2e. 9 , 6090 LUCKY JOHN ROAD — PARADISE, CALIFORNIA 95969 (916)877-2862 — 877-0587 License #419301 Feb. 8, 1985 Butte County Building Inspection c/o Bob Hanson 695 Oleander Ave. Chico, Ca. 95926 Re: Hawkins Building -bath finish Material applied on walls in bath, on above project as noted. Kelly -Moore #1770 part #1 and part #2 epoxy. Container was left in bath room. Sincerely, c� r - Jerry Powell Sr. sip COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS n,' - 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICAT10K AND PERMIT PERMIT NO. .n . ASSESSOR PARCEL NUMBER 4 �.. 4b-1+0TELEPHONE ZONI � .. BUILDING PERMIT OWNER r Q. FT. OCC. BUILDING VALUATION OWNER'S MA ING AMR SS (a r Odor CON RACT •S AMEELEP NE l -L s'-3 C NTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ITECT OR ENGIN ER �S r LICENSE NO. Plan Checking Fee $ Penalty y $ A HITECT OR ENGIN ER'S MAILIN DD S S C t Permit fee $ BUILDI G ADR SS PLUMBING PERMIT Filing Fee 10.00 0J b �4 Each Trap 2.00 cy Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PA CEL MAP — 4 J Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTtJRJE SF ❑ Dulex C1 (A) bS P ❑ Mobilehome ❑ Other C�cP � SPECIFY Building sewer 5.00 ^ Mobile Home I S I G W 10.00e TYPE OF WORK New Eg� Addition Remodelfj Utilities stallation❑ Other ❑ Describe work:, -a-", 7 h Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR SLESS 10.00 Main service EA. ADD -L too AMP 2.50 NEW CONST. ( DWELLING OCCUP.&` OR ADDNS. C ACC. BLDGS. / 21hQSgft 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 ❑ 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) L/J 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 CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea ^, NEW CONSTR POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. Ex. Occu zoesoa P TB OR FIXTURES BAL®30 ED FXAPP LNS. OR EX. OCCUp. FIXED OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor C 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. 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. MECHANICAL PERMIT FiIingFee 10.0olt Heating"V;i u Cooling C Hood 3.00 Ventilation 00 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 County of 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 said County in consequence f the granting of this permit. X Date I o Z Signature of Applicant — Owner® n r oactor [:]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 $ TOTAL PERMIT FEE . — OCC P. GROUP ' —2 TIP Ao'R CONST. V fv PARC yagainst PD ZI ssu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOF PUBLIC BY PE IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. ol_ >? /.5— WHITE-D.P.W., YELLOW-ASSeSSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, q? IVFORNIA.95965-.- TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET OWNER �t Proposed Building Use- Permit se_Permit Fee Based Upon Building Inspector Complete Contract Price Other (Explain) Permit No. ». A. P. No. q Q - q 0 r4 l DPW Valuation Date At time of permit application, I wvs advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . Complete engineered plans and calcs. . . . . . . . . . Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. . . . . 8. Fees of $ . . . . . . . . 9 Letter of signature authorization. ,. . . . . . . . . P51 -Sanitation approval from _ Health Dept. Planning approval for (A) Use: � (B) Parking: 12, Certificate of Workmen's Compensation Insurance. . . . . . i 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to ownerEl) M. 15 Improvements may be required. ,Ly x c-cQ „�_ , o�,s.1;P /�- �l . �2 0 - 2 %e' 6. Mobi lehome Installation Data. . . /�. •Pre-Inspec. request to 17� Pre-Insp\e'c`fion for !, Required. Building Inspector (Date) When you issue the permit, process as follows: Mail to owner. Mail to contractor`. 2•- �� Telephone Wf- 4- 3 and hold for pickup at � i?) office. Deliver w/inspector. Other A p p I i c a n t GA-� A I -!" Date 'Copy of plans sent Health Dept., Fire Dept., Other ...............—Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at ime f p icat circle item.) / 1. Index permit for above Items No. SEE �(J 2. Additional items required: -ontra t , Desi ner n r w s advi ed of above requi ed b elephone Mail ___76thAr By Date Plans checked by I Date 0 /9 Plans approved by Date -49-Ir Other: �'1 — XCopy–DPW i R - TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance L, Owndr Location AP Plann approved for;. sewage disposal water supply �— Hold final for:,. water supply Final clearance O.A. for: J'n water supply Clearance for bedroom mobile home. Other c'-rf7ce trG g.f 41 Note*,** an Date ' p.. ra- 4 P14- Mw� - r P, C C r s cYS'r, C7. /D 9ki G. D. A. Engineers - Surveyors - Planning 220 Grand Avenue Oroville, California 95965- (916) 533-2068 Pvgm 3 of Form. e Dual -duct or multizone systems — give reference specifications page or drawing number which will show compliance with the following: REFERENCE o Not 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. o Controls must automatically reset the temperature of heated supply air to the lowest 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. MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE ,,'/ Bldg. Permit # OWNER I..&. A.P. e A. GENERAL 1. Zoning requirements (sideyards, parking, special conditions). �! Valuation. 3. Signature by R.C.E. or Architect (if required). Calculations. Improvements and drainage -- Land Dev.,DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other pertinent data. 6. See previous permits and plans in file for expired permits, change of use, etc. B. OCCUPANCY REQUIRIIMENTS 1. Building use / /SSE /A%SIIL/tTlOAJ 2. Occupancy Class - Z Type of Constr. 3. Building floor area 6500SF sq.ft. Occupant Load 4. Total allowable floor area sq.ft. Basic allowable floor area OO sq.ft. Basis for increase 11VA16 ,-E-QfZ11 Q Additions, alterations, and repairs exceeding 50% (Sec. 104). �! Compliance with occupancy group requirements (Chapters 5-13). .7: Occupancy separations (Sec. 503). .8� Area separations (Sec. 505). A" Firewalls due to location on property (Sec. 504). .W. Maximum height requirements (Sec. 507). JA--. Attic separations (Sec. 3025). 1.2! Ventilation and special hazards requirements (Chapters 6-13). j3'.'� Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). )*'. Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). )f. Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. Smoke detection system. .K'. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). C. TYPES OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). .,31. Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716) . 87004E ARE* -4P-01/E 'OFF/GE ,ice Detailed types of construction requirements (Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). A! Roof drainage (Sec. 3207). ,Wo.' Skylights (Chapters 34 & 52). j.Y Stages and platforms (Chapter 39). ,1-2: Interior wall and ceiling finish (Chapter 42). ,3.' Fire resistive requirements (Chapter 43). , Wall and ceiling coverings (Chapter 47). Glass and glazing (Chapter 54). Human Impact (Sec. 5406). r16! Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int. -- Example: (Glu -lam Beams w/ certif. 24F ext.grade). MULTIPLE FAMILY AND COMMERCIAcL,PLAN CHECKING GUIDE (continued) D. ST�TBS� ITS. AND OCCUPANT LOADS 1. General Exit Requirements (Sec. 3301) (Post occ. load, etc.). i2. Number of exits, width and locations (Sec. 3302). Al.' Doors (Sec. 3303). f� Corridors and exterior exit balconies (Sec. 3304). 4 5 Stairways, rise & run, width, winders, and construction (Sec. 3305). 0E0 n SfG. 14A AK' Horizontal exit (Sec. 3307) .I�,goVC-ate/cL ��Exit and smokeproof enclosures (Sec. 3308 & 3309). •., A'.'7 -Exit signs and illumination (Sec. 3312). Aisles & seating (Sec. 3313). ,191' Exits for occupancy groups A -B (Sec. 3315-3319). E. ENGINEERING REGULATIONS DESIGNQUALITY, 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, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). T+. Chimneys and fireplaces (Chapter 37). Engineered plans if required. -S! Plastics (Chapter 52). -&'. Excavation and grading (Chapter 70). X Continuous or Special Inspection (Sec. 305). &41. Factory or other certification.' -� Soils or compaction data. .e6:' Noise regulations. xl� Footing reinf. Min. Two #4 bars (cont.). j.21.' Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: 1: Roof Diaphram. 2. Shear Walls. 3. Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT 84-40024 t " ' OFFICIAL RECORDS Section 26-8.1 of the Butte County Code requires this acknowledgemer be recorded prior to issuance of a building permit.nriiE COUN`Y'�At.l The property described herein is adjacent to land or included �CT 25 48 PH within an area zoned for agricultural purposes,'and residents of th s property may be subject to, inconveniences or discomfort arising frMVANGii Fd, EsEEK R .the use of agricultural chemicals, including, but not limited to hI4W td P1*a-0tc 's, and fertilizers; and from the pursuit of agricultural operations including, but'•"no�� .;mited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 2, as shown on that certain Parcel Map entitled,."Being a portion of Section 5, T.2IN., R2E., M.D..B. and M.", said Parcel Map*was filed in the Office of the Recorder of the County of Butte, State of California, on. November 24, 1981, in Book 86 of Parcel Maps, at Pag.es'94 and 95. Date: 7- S V C, -T— S;1 Lf - NOT COMPARED Wrr" GMINAI DOC6N6Mf' PROPERTY OWNERS: 69 1 State of C40-11— ) On this the oW— day of vC 19(—VL1, before SS. me,.the undersigned Notary Public, personally appeared County of V 7"%�� Personally known to me. L/ Proved to me on the basis �ttutenetunnuuuuuunnntutiptltutttttntlt� of satisfactory evidence. OFFiCtAL.S£AL to be the persons) whose names)_ subscribed to WARREN D. GAYLORD the within instrument and acknowledged that E' � NOTARY PUBL— CALIFORNIA executed the same for the purposes therein contained. COUNTY uNn of surra. = IN WITNESS WHEREOF, I hereunto set my hand and official seal. Comm. Exp. May 13, 1983 i ®t11t0iCC1ELJt[tlY6[eVltfAA?C.1'70F!!!tAF00tOPt0lttitYt{{� ' a ry Pu is Present A.P. No.©'-r�/ I ++i .1 9 1 Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping T ran sp. Land Dev. Drng. /S.I. Sub. & PCI. Maps Permits . Addr. 1 August 29, 1989 ;.:7 .. L. G. Chrysler RE: Special'Inspection $51-89 P.O. Box 1945 A..P. #40-40-06 Chico, CA 95927 Dear Mr. Chrysler: With reference to the above subject and your request for inspection for the proposed conversion of your warehouse (B-2) to a steel tap factory (B-2), the inspection was made on August 23, 1989. A reasonable visual inspection was made without going on the roof, under the floor or in the attic and found that the conversion appears to conform to the intent of code requirements. This inspection by the County of Butte does not act as a guarantee or warranty,as to the internal soundness of this structure. Any electrical or interior building changes will require permits and inspec- tions from this office. Should you have any questions concerning this matter; please call Rod Taylor at (916) 538-7541: Yours very truly, William Cheff Director of Public Works 9 J. F. Glander JFG:daj Chief Building Inspector THu 1 120 20 r•1 e_,UERF4 B tL_D I NC C 0 Building Gompony P.O. (30X,772 Gonorn! Contractors Chico, CA 05927 ,h iu 891.4533 PAX TRANSMXTTAL NAME OF COMPANY: DATE: / FACES: A-... _ - � TO FOLLOW If you do not receive the total pages stated above, please call' (9].6)091--11533. Our FAX number is• (,916) 09X,-G83i6 , Additional instructions: t 34 Dj� Liconso No. a1-205006 A 24— ='D 7f -1U 1 0 = 2 1 rl C,DEF'H F. I_I I L.D I 1••4 G C �_� _ F' _ 0 puC �� - 1 a 17 777 7 W iCtl4wl 1 Fl Or idaL 2 i-�> �'%—�$7— 1 5r i P- 1 FLORIDA DIVISION MICHIGAN DIVISION COLORADO DIVISION NEW HAMPSHIRE 01VISION 6622 industrial Avenue Hwy. M-32, K0. Box 487 895 Noft 5th Avenue 350 Rt. 16, Unitt 7A Port Richey, Fiorlds 34668 Hillman, Michigan 46746 Brighton Colorado 80601 Somnrwworth, Now Hem*h-e 03878 (813) 846.1811 ($17) 742-4526 (343) 6WO15S (803) 692-00 FACSIMILE TRAIN$XISSION FORM FAX TO: Nc4lern Building C n ��+I✓' � 4 �`" . �j d ATTN t Lou CIV -V-3) er. JIW . PAGE: OVEEA,TOR: in'k:iAl sau��:r�ne 1:Isti;AGE/(;OA1�9RN'1'So Widell Industries, InC. t(k' nufactio 'ing process at Ch1Coi California Division to snake special threading tools called taps! !tatting withr� nufactured and pre-atocked tap blanks of hardened, hi. gh $peed steel, we will grind threads, flut~ea and leader iLsing various grinding "machines to cmplete the naki ng of the _ .ti42• Taps will then be Cleaned, marked and packagOd for snipPing i Y.. UPS. SPEOAL & STANDIAAD: TABS -- DIES GACCES • BLUE PRINT 3PECIALS • METRIC . ACME • SOUARF. • arU"fTfiESS • TRAPUCIDAL • LEFT HAND . COnALT . TAPER PIPE • SPECIAL PIPE + FINE A COURSE PITCH • OVERSIZE. • MACHINE SCREW 31ZF.S - ACORN DIES w MULTIPLE LEAD 4 MICHOMINIATUAE + ')A l.1rl,lo rCfJiF!/'i r'aA, 'rAtai fit.) tri o^ 1i1Amgir cn . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042898 LICENSED CONTRACTORS 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 Issued Date: 10/05/2004 APN: 040-400-082-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3053 SOUTHGATE LN CHI Date: Contractor: Map Index: Description: CHANGE IN CHARACTER OF USE -OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HLS permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ' 250 VALLOMBROSA AVE STE 266 signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926-3976 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ISS 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 (Sec. 7044, Business and Professions Applicant: HLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). %' G ❑ I, as owner of the property, am exclusively contracting with l licensed contractors to construct the project (Sec. 7044, Business and Professions Cade. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for - workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit /is issued. Engineer: W I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Caner L/ 1 %�YL1y `fh14[U/!•c_ Total Square Ft: 0 S. F. Policy #: 6 ` 00 i L 2-t Valuation: $0.00 Census Code: O 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: o$ fo , nrL /ll Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ✓� hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 4- r7 2XI17& CONSTRUCTION LENDING AGENCY— This permit is hereby issued under the appMpble provisions of the Butte County Cods ?nwor I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.j!� Resolu 'ons to d work indicate abov for nich fees have been paid. 4 Name: BY Date: v 7777 PERMIT EXPIRES ON: V Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: (iI ' (TJYY1/� Signature: f/`�% �` f dYI`i✓ Date: � 0 Owner ❑ Contractor WA- gent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DF-VEL6PMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042898 LICENSED CONTRACTORS 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 Issued Date: 10/05/2004 APN: 040-400-082-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 3053 SOUTHGATE LN CHI Date: Contractor: Map Index: Description: CHANGE IN CHARACTER OF USE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HLS permit to construct, alter, improve, demolish, or repair any structure, prior • to its issuance, also requires the applicant for such permit to file a 250 VALLOMBROSA AVE STE 266 signed statement that he or she is licensed pursuant to the provisions of CHICO, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95926-3976 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): fd 1, 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 (Sec. 7044, Business and Professions Applicant: HLS Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: License #: 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 Architect: —/is issued. Engineer: Ul I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance and policy number are: /carrier 0-7ra Carrier: Z��✓ AL, Total Square Ft: 0 S.F. Valuation: $0.00 Census Code: / ,`!f%14%ai Policy #: 6 6 ` 00 [ L Lp O 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 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. OS r Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the a pl able provisions of the Butte County Coda ancVor I hereby affirm'that there is a construction lending agency for the Resolu onsto d work indicated abov for hich fee `have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) //��� '7 Name: By: - Date: sy PERMIT EXPIRES Address: ON: , tJ Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives o;�fof��Butte County to enter upon the above mentioned property for inspection purposes. 44r �fZ.,4-r Print Name: f Signature: Date: � ❑ Owner ❑ Contractor <9.nt for Owner 0 Agent for Contractor 10/06/1997 13:55 8418410910 WIIiELL INDUSTRIES PAGE 01 2VON- T,A L A RCY CONSERv S Staz�bnz f ertC N st�Ha d arndit I WAYNE- A. WI�E;LL Au n F3ut�p, �6 gp p�n.t) ' 4vr'Qr of Chw baildine to �Iw con�kr�:etad a.q e STEEL Pt�puc.t-toN �- �'g►t�� P� 'DIJISIoN �- udar �? - Z1 At T,17. I �jcj53 SovT C-,�.-�-1 (b .pn�it na.) NE (looBCtOt1) do net ineaQd to heat or cool, thin buildln-"""'' hereby cRrtify ChaC Y g is such m manner �a to ba h, �,thjac.to ocher thaw C:�w 3A'3d;tor.�, 60"taaa of th® Stata $n'xgy Rsquixgmonta x uadmrrkand t.�at jo g do heat or cool chi$ building to the future w441Z be subject to •the V,14rr/ rsgviztm®nts i'n effacr at that time. that x X understand that d J ` ch"CO th* use or oocupaucT Of this bui ldiaQ 7Crt C`t4 guturs, t:ietC Z vile, ba »ubleGt to the •uerry xequirameUts int ai'tsat at that time for that apeaid'C oacspnacy. x, a1" unde:atand that If i beavrne subs+az to tht tnetzY rmqui.remont:n is the i`ut,ura, it meq be necess:4r,to rtdesigrx and/or alter ('1) ' Che building envalope, (2) Lha inaulatzicn reequr.»ents Oe the hent'zg, v%nCjlaCitg' and air conditioaing egatems, (3) the heaci:tg, ventilating, and etir oonditwon -ng equipment, (4) th4 serviat voce: heating, a.zd (S) the lighting of the building to oomply with the t'dgulationa. I understand t 4t any of Cita above changes will require a+'e to obCatn the neaes�rnr~r perssit9, �napeetions, and approve,ls ir= the Butte County Building Aepartmsrt. 6- Sig^aacure of Duxlding ownerxh . Mei!4:n& �.ddraso fic,22 INNIATPTAT. hirpmpp RI EY, FL 34668 7elephvne No. 813-848-1811 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot PLn Anachad Y2 I Floor Plan Attnchad _ } ¢j Scot to B.D. _ 11-17 — 9 7 r Wide -it Ind. 305'3 SOt.t f e a'te, i Q c�o 40 - 40 - 062. Owner Location AP# Plan Approved for: Sewage Disposal_ Water Supply: Public Private Well_ Clearance for Other 70.v- 60, kK j -,0L ( bide. Hold final for: Final clearance O.K. for: NOTE: 6H3 11-17-97 Environmental Health Specialist Date 8/92 MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLSOccu anc Area Property) Gypsum Board e 1st Layer 2nd Layer Walls Ceilings G�v7P2 COMMERCIAL 040-400-08P PERMIT#97-2136 WIDELL INDUSTRIES 3053 Southgate Ln., Chico Cont: Slater & Sons Add/Manufacturing 1Z/el9 e L. \rl -L-L+ rv; > a A2. V = OK �fi} p= Not OK� - = Not Applicable COMME = Aot Ready Date UNDERFLOOR Plans OK except #'s t-arg-0g-Setbacks- Ease men ts-Flood-Slope-Soil Report tg.,Soils-Ufer Ground.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Stee -Grade-Placement %a ; 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 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- it Protection 18. D.W.V.; Test -Fittings & chor-Nail Protection 19. Sinks-Floor-Greas rap 20. Hand icap-W/C acking '21. Gas Pipe e & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except N's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of ConductcrsSfapied 25. Romex Installed Close to a of Studs & C.J. 26. Equip. Ground made w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Prole d -Color Coded 28. Subfeed Wire ze / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Res' ive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Sei -Riser Conductors & Ground -Main Disconnect 31.E ip. 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 insulation t 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. 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. (NOTE• An entr must be made each RCIAL Date FRAMING(Continued) st 46. Hang ers=P6Caps-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. GI m cert.: Place ment-Support Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. 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 AL (Plans) OK except #'s 63. Ext eps-Door & Sidelight Protection -Landings ` xits-Size-Number-Placement ,_�6br%Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection --- X4. -Sprinklers -Placement -Test r -87 -Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. --�e'8"Efec. Trim & Subpanel; Breaker Sizes & Labels Stairs & Rails 70. andicap-Door Levers -Fin. Floor .x-74 Elec. Outlets at Wood Panel; Int. & Ext. c?2.7Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection tea -91b., Elec. & Mech. Equip. Listed for Location -;L-"sulation-Foam-Looked in Attic 13 Yes ;5.Quard Rails & Deck Construction -Post Caps �..6Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes -_7-•.Stucco; Brown -Finish C. Unit; Disconnect, Electrical, Plumbing ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings �"'�R/ater Well; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground Off Site -Parking -Handicap `--ES-Glass Protection - Corrections from Previous Inspections a--95r-Gas Test -Meters Tagged; Gas -Electric -86 -Water & Sewer Connected -C/O to Grade -HD Approval �BT.�nergy Compliance Certificate -Other Certificates --ee-ftofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J Certificate of Occupancy 1 time ou visit the 'ob site) • Y Y ry COUNTY OF BUTTE ` BUILDING DIVISION sti DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 f CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. y, l;w G2' �'4 Date /2' -Il' i Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (91.6) 891-2751 7 County Center Drive, Oroville, CA'- (916) 538-7541 Al CORRECTION NOTICE WiOAi G /1,64v571ZI irs Z/3� OWNER / PERMIT NO. A routine inspection indicates that the following violations of Butte County Ord nances exist at the above address and should be corrected. Please notify this office when correction of work aj is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i >a a��0� Gnu �d•�,o��s �— f.9��.�rc� 4 ��lo ut Ah Aeonla fc 3 e0c�15 iJk 2 M -MMA 13� .41 ; Date -Z-&-90 Inspector REV 10192 �' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE GU r p&z c� 2�3 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 contact this office immediately. Ale Rhe r Date ?j 2"f�� Inspector REV 10/92 IR a COUNTY OF BUTTE- DEPARTMENT OF DEV—ELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754,1 JPM�T NO. (Rev. 12/96) APPLICATION AND PERMIT % ASSESSOR PARCEL NUMBER I 040-400�f,? ZONINQ _-2 BUILDING PERMIT OWNER WIDELL INDUSTRIES TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3053 SOUTHGATE LN. CHICO 4200 142800 CONTRACTOR'S NAME SLATER & SONS TELEPHONE ' 893-3333 CONTRACTORS MAIUJMJESS MOREHEAD AVE. CHICO CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 142800 ARCHITECT OR ENGINEER JIM EMAMI LICENSE NO. C38096 Filing Fee $ 20.00 Permit Fee $ 790.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1026 MIWOK DR. LODI CA 95240 Plan Checking Fee $ BUILDING ADDRESS 3053 SOUTHGATE LN. Energy Plan Checking Fee $ CHICO CA 95928 $ PERMIT FEE $ LOT NO. SUBONISIONS NAME PARCEL MAP ;7f PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehometr OtherMANHPACTY&MG � Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1 5-0c Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 00 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONSTRUCT A 70 x 60 x 20 PRE ENGINEERED METAL BUILDING 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 Fling Fee 20.00 800V OR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.2 License Class Lic. No. S 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. Blas. SO 3.5QFT: NON -RES D. ANLCNEW CONST. MU TI C`RL� @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES 20 00 BAL @':50 Ex. Occup. OUTELETs a SE o)ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp ensation insurance carrier and policy number are: Carrier r-roWP4 i-" CnMtgi=L Policy Number f u-3 C (21 1 i (Thea o e sections need not a completed if the permit is for work of a valuation of o h dred dollars ($10 r less.) ❑ 1 cer Ify th t in the Performa e f the work for which this permit is issued, I shall no pl y any4iiin any manner so as to become subject to workers' ns tion laia, and agree that if I should become subject to the wo rs' omI esi ns of section 3700 of the Labor Code, I shallo with complyro Isions. '7of Date'_3(/ l�j Signature of Applicant r Contractor ❑ AgentAn OSHA permit is requc&vati s 5'0" eep and demolition or constructionyof structures over 3 stot. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ oc co T. PE TOTAL FE $ 1358.50 HAZ. 0. FEES IMP s FLO COFpgRC� s Ppp This permit is hereby issued under the Butte County Code and/or indiees have B /lN PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ $ JF8 (Date Receipt No. lA 2 �' QS WHITE•D.D.S.•B.D. CANARY-ESSOR PI INSPECTOR GO ENROD•APPLICANT `t ,k '� ^"T.ri -f _.; :ilir' �" 1• s � ti:.j'r -, rCOUNTY OF BUTTE.::, DEPARTMENT OFDE` LOPMENT SERVICES -BUILDING DI ON / 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 V a PERMIT APPLICATION DATA SHEET JZProOWNER: :Z Aipigs77Ji1v- ASSESSOR PARCEL ER: /7 CI(j --Cjod -,)JZ- Proposed posed Building Ise: (Z2 Building Inspector: Date: - 16 At time of �ermit application,11 was advised the following data must be submitted prior to permit processin and/or issuance: Date Received By ❑ 1. All items have been submitted .-=---------------------------------------------------------- ------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. -----------------------`-` ----------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans, ------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------- ------------------------------------ tatement of Iriient for Non -Heated and A/C Buildings. ------------------- -----------------------------------=- 66 . Hazardous Material Form. -----------------------------------f9!_------- -- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 0 0. Fees of $ 05--� ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.-----------------------------=----------------------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- oodelevation certificate. --------------------------------------------" ;�Fl anitation and plot plan approval r,,QHealth Department. ❑ 15. City of Chico plumbing permit. ------------------------------------ -- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------%- -------------- --- If &Z7i'piannin-g approval for (A) Use: ' ✓ (B) Par g: ✓Q=-_�E 1 iS�V�,Contact Land Development aboutImprovements; ` ` rainage, ❑ Legal Parcel. ----------------------- =/2=39 n /f ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------------------- -------- ❑20. Pre -inspection for required Request to Building Inspector on _ ❑ tractor's license information. (Number, Name Style, Classification), -------------------------------- --- `fZ" "orkers' Compensation carver and poli6y numb er. 1��-------------------------------------------------==-- ❑23 Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ----------------------------------++'' 02'4. Letter of signature authorization.---------------------------------------------------------------------------�_ �! ❑25. Recorded copy of Agricultural Acknowledgment Statement, -------------------------------------------------- (Date) 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------- 7------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ------------ El 3 6. -----------❑30. Other:A --------- When you issue the permit, process as follows ❑ Mail to owner, fi6ail to con o . ❑Telephone and hold for pickup at ffi . Av inspector. Applicant: Date: Olt C/9', opy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution D By: Copy of plans sent 1:1 Health Department; 0 Fire Departure , ❑ D 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, ❑ mail, ❑ Building Division counter, by " Mqe: t Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date Contractor, designer, owner, was advised of the above required data by 6 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' g Div)''sion counter, by Date: "P,t ns reviewed by: Date: Plans approved by: 6�� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Nam Address Nature of Contact F BUILDING PERMIT NUMBER T7 /'��� APN Oyd - 7 � Okz- 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO BYES 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? ❑ NO ''YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916KMR7,>L1) 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 s�chgol site? 11 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? ❑ NO UKES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative ie, 0,1L /Z - (Signature) (Dare) 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. The Above Regigations Do Not Apply To This Facility. - A�4_ BCEHD Signature eate ikBCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. COUNTY OF BUTTE -DEPARTMENT OD' EVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: fit/ 1 [7CLG 2 /yDe-cS77Le- ASSESSOR PARC ER: © -01:� Z Proposed Building Use: ;Sl -fpm Building Inspector:Date: 0 -� At time of permit applicat o1 o I was advised the following data must be submitted prior to permit processing and/or issuance: 111. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! W nergy Design Compliance and supporting documentation. tatement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. A10. Fees of $ (505 � ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees. u�t3. lood elevation certificate. 4. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. . Plot plan and business license approval from the City of Biggs. 7. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. / ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 4 tractor's license information. (Number, Name Style, Classification). kers' Compensation carrier and policy number. vl®40— 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 1:125. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 1:127. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, Wail to ❑Telephone and hold for pickup at 0!D iv th inspector. Applicant: Date tot EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitationIne ye r. fter date of application. In order to renew action on an application after expiration, a new application, plans and es will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant ELEVATION CERTIFICATE O.M.B. No. 3067.0077 • FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTEN`nON: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- viab elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I BUILDING OWNER'S NAME STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) A.P. No. 040-400-082 — CITY +• STATE ZIP CODE Chico CA 95928 _ SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) 060017 '0205 {B 09/29/89 A 7. Indicate the elevation datum system used on the FIRM for Baie Flood Elevations (BFE): ® NGVD'29 U Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:1 1 1212101.0 feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of LJU feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I .0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L A.0 feet above M,or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is w.L feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ail NGVD '29 ❑ Other (describe urider Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see'Section B, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes M No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction M construction drawings . (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I I 12121 61.0 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1; N, If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 .; is not the "lowest floor" as defined in the community's floodplain management ordinance, the an o 5e jhd St floor" as defined by the ordinance is: I I I I I I.0 feet NGVD (or other FIRM data sp Secti n�B; Ite 77 2. Date of the start of construction or substantial improvement _ FEMA Form 81-31, MAR 97. REPLACES ALL PREVIOUS EDITIONS ,TION SECTION E CERTIFICATION 1 Tliis certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information -in Sections B this certificate represents my best efforts to interpret the data available. 1 understand that any false statement �g 9;�. e by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME �c ti v LICENSE NUMBER (or Affix Seal) Bruce A. Nash ° ,I 1 RCE 33381 Expires 06/30/98 TITLE C#MPANY NAME Civil Engineer �� '•. oeo * Rol 1 s , Anderson & Rolls ADDRES115SYellowstone Drive �IgTFOFC** 14\ cChico K STATE zIP CA 95973 SIGNATURE fDATE PHONE �. /,y�_ . ' iVIIAI97 ( 916) 895-1422 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: Sub ect•E.par-Gel is located in Zone A with no base flood elevation determined on FIRM Community -Panel No. 060017 0205 B and Zone X (areas determined to be outside 500 - year floodplain) on preliminary FIRM Map No. 06007CO510 C dated December 27, 1996. _Community's BFE was determined by interpolation of the 100 - year WSEL between cross sections 11 and 12 and accompanying data from a copy of the modified Hec-2 computer model for Butte Creek which FEMA provide to Butte County DPW in November, 1989. Page 2 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES . REFERENCE REFERENCE BASE LEVEL LEVELFA FLOOD REFERENCE LEVEL ELEVATION V ,•ADJACENT: BASE BASE REFERENCE FLOOD GRADE LEVEL ELEVATION REFERENCE ADJACENT - FLOOD ELEVATION LEVEL GRADE ADJACENT:;: :•1`r}:. r: r .:.,• ri y:::9 :: GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Y Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. I . Page 2 Feb -20-98 02:51P ROLLS ANDERSON & ROLLS 530 895 1409-,t• r- P.02 ELEVATION CERTIFICATE O.M.B. No. 3067.0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation Information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insuranco premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER Wayne Widell STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY MAIC NUMBER 3053 Southgate Lane OTHER DESCRIPTION (Lot and Block Numbers, etc.) A.P. No. 040-400-082 CITY STATE ZIP CODE Chico CA 95928 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): d` NGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: L I 121 210 .0 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones At -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of ( I I I I j ,U feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L10j.L4JJ feet above M or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is t I I .L feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: LX NGVD'29 ❑ Other (describe under Comments on,Page 2). (,'DOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see' Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes EE No (See Instructions on Page 4) 5. The reference level elevation is based on: EXI actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-const(uction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: l 1 12121 61.(5 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible toy verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance Is: j 1 1 1 1 1.LJ feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial Improvement FEMA Form 61-31, MAR 97 REPLACES All PREVIOUS EDITIONS SEE REVERSE 51DE FOR CONTINUATION 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones. use doFth) 060017 0205 B 09/29/89 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): d` NGVD'29 ❑Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: L I 121 210 .0 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones At -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of ( I I I I j ,U feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L10j.L4JJ feet above M or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is t I I .L feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: LX NGVD'29 ❑ Other (describe under Comments on,Page 2). (,'DOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see' Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes EE No (See Instructions on Page 4) 5. The reference level elevation is based on: EXI actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-const(uction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: l 1 12121 61.(5 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible toy verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance Is: j 1 1 1 1 1.LJ feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial Improvement FEMA Form 61-31, MAR 97 REPLACES All PREVIOUS EDITIONS SEE REVERSE 51DE FOR CONTINUATION Feb -20-98 02:51P ROLLS ANDERSON & ROLLS 530 895 1409 P.03 SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with BFE),V t-V30,VE, and V (with BFE) is required. Community officials who are authotized by local law of ordinance to provide floodplain management information; may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features -If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Fealure(s) not included in the certification under Comments below. The diagram number, Section C, Item t, must still be entered. 1 certify that the information in Secticns is certificate represents my best efforts to interpret the data available. I understand that any false stateme&&ijy by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAMEI ;� LICENSE NUWBER (or Affix Seal) Bruce A. Nash _ ` : No. 33381 RCE 33381 Expires 06/30/98_---___ _._.....____ TITLE _ MPANY NAME }<" Rolls, Anderson & Rolls Civil Engineer _ _ _—_ r `-.�-t-�--'�Q--� ADDRESs•C1;1�FCITY STATE ZIP _115_ Yellowstone Drive— Chico _ CA 95973 SIGNATURE �.��'--------•-------------DATE-.—._.._._.—._PHONE--------•------------• A. ( 916) 895-1422 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: _...Su.bject;.parcel is located in Zone A with no base flood elevation determined on FIRM Community- Panel. No_ 060017 0205_[3 and Zone X (areas determined to be outside 500 _ year floodplain) on preliminary FIRM Map No._06007CO510 C_dated December 27, 1996_ E__.was.__d_et.ertstried_iay._...i�Lt�tP91_i 4f the.._1.04=y_e�r_tISEL_bettiaee n_ cross...__..._.... sections 11 and 12 and accompanying data frorn a copy of the modified Hec_2 computer Otto_d.e3.__.f.o.r._t3.utt.e...Cr.ee.k_.Yrhi.c.h_...EEMf3 .proyi.de_..o E3utt.e . _Qo.uniy_-.DPW ..n._.tvoyember,-1989 WITH ON PILES, ON SLAB BASEMENT PIERS, OR COLUMNS A V A A v ZONES ZONES ZONES ZONES ZONES nE LfvEL nEF EnENCE FF Er E-VI—CE EASE j•�,r — IEVF.L LC VEL F1000 ELEVAliO4 EASE fiASE AGIACENVA7101? i .EFE'+ENCE FLOOD r100D GRADE LEvEI ft E EIEVAnpN qE FC RE'..E GRA LE':EL GRAOE .� . AOJACENI' Gn.ADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 RECEIVED JAN, 6 1998 1 PA F-NGBVEER, ti6WH SUNRISE GOLD ct CLE CORDOV RANCHO A CA 98742 Slater &Son, Inc, PHONE: 9'16-83t-4465 January 5, 1998 Job Number 97240T 'HIGH-STRENGTH BOLT INSPECTION REPORT REPORT TO: Modell Industnes:3 6622 Industrial Avenue R -ort Richey, 1FL 34668 PROJECT; Widell Industries 3053 Southgate Lane Chico, California =PERMIT NO: IN,SPECTtDATE INaEECTOR TIME II d IA 1-2-98 C. Johnson 6 hours 16 miles Observed tensioning of all high•strength bolts as required by 1994 Uniform Building Code 'Section 1701.5.6. All 'bolts were tensioned as described in U.B.C. Section 2227.4.3. Torque wrench was calibrated with Skidmore -Wilhelm device. Very truly yours, :LRA .J NOWEEERING Laver L. Roper, President _'�-LMkmk - 1ab\M40T cc: Butte County, Department of Public Works Slater & Son 'Sar ,w 910-e��9a6� QW00 916-804-0304 RaeAo QW0va 010.631.4986 Tod WtiSE:TT 866T 90 -u'ef 9955 T29 9T6 'ON '9NOHd . 1'e';uawuo;Ainu3/Sutaaau?6u3 Ui n : WOHj 12/15/97 09:53 FAX 9168931774 AZAR SLATER & 50-N `Environmental Health DEC 15 1997 Chico, Califomia 3753 MOREHEAD AVENUE CHICO, CALIFORNIA 95928 (916) 893-3333 FAX: (916) 893-1774 Q01 To: BUTTE COUNTY BUILDING DEPT. Fax: Attn: ROD TAYLOR Date: December 15, 1997 From: DAN STEPHENS Time: Re: WIDELL INDUSTRIES Pages: 2 INCLUDED COVER ❑ Urgent 0 For Review El Please Comment 0 Please Reply ❑ Please Recycle Notes: AS PER OUR CONVERSATION ON THURSDAY DECEMBER 11TH. HERE IS THE LETTER FROM OUR ENGINEER REGARDING THE TWO POUR SYSTEM AND HAIRPINS FOR THE WIDELL FOUNDATION. THANK YOU DAN STEPHENS . } �!11,:z�_.a.::'t' ;F,_ ";•i�'�r �t'� � „w'J' ML7'�, jii7`,i N•; •��r.', ��{.L.Yi']mv :b�OQ'+. sa.ab :,.:.n:.`(;:r: ' ` 14 •' �a: ire `%� :.,;?nR++„fi= k+'��A;;otik• 7 . �i.'.5,�4'o��nY�6�7'e:k�9L'� W •llidt6S'S�. !i•�;:rf 'y'i�{�' •f' Y� ;.N ..�J;%,d;:... x J31�� ��#} :vr.i', ::G�>3p” ! ;'l?�li+i&�1 °�!'.. �� :+••�! s . . . . . . . . . �;=:t�,g7!�iy,i�i ':%i!''�"�,i%!d!:k',Pi4iiFSi ,k,!�-�S,.u,y�c w0 '�9' �{ •!'/,t�i�t • :, llu�i' 'ti {�•f"` 4::it 1. ', vi.'%?'Vi;µ, Ali,, ...�.•`bnr!. ....1. •. i. t ; 12/15/97 10:00 FAX 9168931774 T SLATER & SON 1002 Environmental Health ' DEC 15 1997 December 11. 1997 Chico, California Jim Emami, P.E. 1026 Miwok Drive Lodi, Ca. 95240 (209)368-4811 Slater & Son Gcnerai Contractor 3753 Morehead Ave. Chim Ca. 95928 Attn.: Dan Stephens , RE: Foundation design for Widell Industries Dear Mr. Stephens. As per our telephone conversation earlier today the following field modifications may be made to the foundation pians for the above referenced project: 1. The hairpin length may be reduced from 12' each side to 9.i' each side for a total length of 20'. 2. Since the design of the footings is controlled by uplift, the footing maybe poured in two pours. The top reinforcing bars should be placed 8" down from the top of the slab, or 2" from the top of the IR pour. The perimeter footings should be 1.0' for the l' pour and should include a comtinuaus 44 i orcing bar. , rni, P.E. '� `�,yJ► - Rat�tJ�91�1?I . ♦ 1 4 .. U &IT�j 6AI���� o d RAR 115 YELLOWSTONE DRIVE CHICO, CALIFORNIA 95973-5811 TELEPHONE 530-895-1422 FAX 530-895-1409 ROLLS ANDERSON & ROLLS CIVIL ENGINEERS M To Butte County Building Department 7 County Center Drive Oroville, CA 95965 Attention: Mr. George Kellogg Plan Check Engineer Subject Widell Industries Permit# 97-2136 Date February 20, 1998 Project No. 97141 We are sending the following: ❑ Transparencies Prints 1-1 Descriptions Letters 1 El Specifications Calculations X1 Other Remarks Enclosed is a post -construction Flood Certificate to indicate that the reference level for the subject building is based upon actual construction (Supplemental Plan Check List, Item #5, dated 11/17/97). - - -- - - — — ROLLS, ANDERSON & ROLLS A BYstuG. cc: Dan' Stevens, Slater & Son RFU.njVED FEB 2 3 1998 Bvxbh�T63 BIW y Ox ELEVATION CERTIFICATE O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community'floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER 1 STREET ADDRESS (Including Apt., Unit, Suite aid/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBERI COMPANY NAIC NUMBER 3053 Snuthoate Lane L OTHER DESCRIPTION (Lot and Block Numbers, etc.) A.P. No. 040-400-082 CITY STATE ZIP CODE Chico CA 95928 _ SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth] 060017 0205 B 09/29/89 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ®NGVD'29 ED Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:1 1 1212101.() feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of L��-1.0 feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of .0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1101.0 feet above M or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from, IILII the selected diagram is . feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: LK NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4) 5. The reference level elevation is based on: EK actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 1212161.0 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is:�1 1 1 1 1 1.0 feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAR W " * -REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ° SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location *of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. l certify that the information in Sections is certificate represents my best efforts to interpret the data available. 1 understand that any false stateme �,�p6&/jy by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME .D e�So LICENSE NUMBER (or Affix Seal) Bruce A. Nash T4s No. 33381 0 ; RCE 33381 Expires 06/30/98 TITLEMPANY NAME Civil Engineer 4w Rolls, Anderson & Rolls ADDRESS 9 • ••°°•• CITY STATE ZIP 115 Yellowstone Drive lfO11 CA11;j Chico CA 95973 SIGNATURE DATE PHONE z/=0/5710 ( 916) 895-1422 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: Subaeet Dareel_ is located in Zone A with no base flood elevation determined on FIRM Community -Panel No. 060017 0205 B and Zone X (areas determined to be outside 500 - year floodplain) on preliminary FIRM Map No. 0600700510 C dated December 27, 1996. —Community's BFE was determined by interpolation of the 100 - year WSEL between cross sections 11 and 12 and accompanying data from a copy of the modified Hec-2 computer model forBu.tte Creels which FEMA_.-rovide to Butte County DPW in November, 1989. ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A A v ZONES ZONES ZONES ZONES ZONES ' REFERENCE FREFE-RENCEI BASE LEVEL LEVEL - FLOOD REFERENCE LEVEL ELEVATION BASE '''""DJACENT: 3" FERENCE ADJACENT GRADE RELEVEL ELEVATION REFERENCE ADJACENT - BASE FLOOD ELEVATION LEVEL GRADE ;::�:!:: :':::'t`;C:•: : •':; •",',. :•:;:! -' y 1 �I r"'. �•'� �.J: F'° .. .."::::•..::..:::1.,�.:Y�;,; .:':�• ADJACENT GRADE The diagrams above illustratelthe points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. 3 Page 2 RECEIVED FEB 2 3 1998 BUTTE COUNTY BUILDING DIVISION January 5, 1998 Job Number 97240T LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 HIGH-STRENGTH BOLT INSPECTION REPORT REPORT TO: Widell Industries 6622 Industrial Avenue Port Richey, FL 34668 PROJECT: in/del Industries- 3053 ndustries3053 Southgate Lane Chico, California PERMIT NO: INSPECTION DATE INSPECTOR TIME MILEAGE 1-2-98 C. Johnson 6 hours 16 miles Observed tensioning of all high-strength bolts as required by 1994 Uniform Building Code Section 1701.5.6. All bolts were tensioned as described in U.B.C. Section 2227.4.3. Torque wrench was calibrated with Skidmore -Wilhelm device. Very truly yours, LRA ENGINEERING Laver L. Roper, President LLR:kmk Iab\97240T cc: Butte County, Department of Public Works Slater & Son sac arowto 916-929-9267 Chico 916-891-6304 Rancho Cordova 916-631-4455 Widell Industries 3053 Southgate Lane Chico, CA Re: Metal Building 70 x 60 Addition A.P. No. 040-400-182 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Date: 11/17/97 Permit #97-2136 With reference to the above subject, attached, is: [x] Plan Check List [x] Other: - Butte County Special Inspection Policy sheet. - California State Accessibility Requirements, Nonresidential ( w I OE d-+•-1 Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Resubmit calculations with revisions as requested Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, George R. Kellogg Plan Check Engineer cc: Slater & Sons Attn: Dan 3753 Morehead Avenue Chico, CA 95928 Jim Emami 1026 Miwok Drive Lodi, CA 95240 Francois Rambau Star Building Systems P.O. Box 830 Lockeforde, CA 95237 Greg Peitz 1907 Mangrove Avenue Chico, CA 95926 1 t r SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Widell Industries Date: 11/17/97 Permit #97-2136 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Check and revise scale of plan sheet A-1 to match dimensions. Special inspection is required as indicated on the attached Special Inspection Policy sheet. Please provide the name of your special inspector. The inspector must be approved by Butte County Building Division prior to the building permit being issued. L 9A Meet the requirements of Section 2202.2 of the UBC for steel furnished for structural load -carrying purposes. Provide a description of the identifications system to be used. Please indicate the location of the required exit for the existing portion of the building. The exit and exit travel paths are to meet the requirements of Chapter 10 of the Uniform Building Code (UBC). If the corridor though the office area is to be used as a required exit, show the minimum corridor width on the plans. Revise the flood certification to indicate that the reference level elevation is based on the construction / drawings. A post -construction elevation certificate will be required once construction is complete. Show connections for braced rods, for Star Building System building, on the plans. Butte County soils maps show that soils in the project area have the potential for being moderately expansive. With this in mind, please have project engineer or his representative identify the foundations subgrade soil type (per classifications system used in Table 18 -I -A of the UBC) for the proposed building. If the soil could be potentially expansive, as determined from site observation, have the material tested. The foundation and building design should account for the actual site conditions. Please check controlling lateral loads for footings lA , 1F, 2A and 2F on pages 3 and 5 of the foundations calculations. The values given by Star Building appear to be higher than those used in the foundation calculations. L IP -79 145 1 �Q -917 2 11/11/97 WIDELL INDUSTRIES 3053 SOUTHGATE LN CHICO, CA 95926 Re: B.P.#97-2136 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 A.P.# 040-400-082 With reference to the above subject, attached is: [XI Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [XI Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, LINDA SEXTON WIDELL• INDUSTRIES PE.WQT APPLICANT ASSESSOR PARCEL NO. 40-400-082 97-2136 PERMIT NO. DATE 11/11/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans,. specifications, and calculations as follows: YOUR PLANS HAVE BEEN ROUTED TO OUR PLAN CHECK ENGINEER FOR A STRUCTURAL PLAN CHECK. .IN THE MEANTIME, YOUR DATA SHEET ITEMS ARE STILL OUTSTANDING. �1. FEES OF $805.00 FLOOD ELEVATION CERTIFICATE FROM LICENSED ENGINEER. HEALTH DEPARTMENT CLEARANCE.jp--H AVE THE PLANNING DIVISION STAMP A SITE PLAN TO APPROVE PARKING AND USE. HAVE LAND DEVELOPMENT SIGN OFF ON ANY IMPROVEMENTS OR DRAINAGE REQ'S THEY MAY HAVE. LINDA SEXTON - PLAN CHECKER If you wish to discuss any requirements, you may contact. me at (916) 538-7541 between 1:OOp.m. and 4:d0 p.m., Monday through Thursday. COMMERCIAL PLAN CHECKING GUIDE (1994) U.B. C. OWNER: �Q/&& I BUILDING PERMIT NUMBER: PLAN CHECKER: A.P. NUMBER: -_vO_ -ji� `'�rl Ate_ GENERAL: Zoning requirements, Planning approval. d _ ? 4Valuation. Plans signed by an engineer or architect. Proper description or work on application. Existing violations on property. 05,; 0 Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). piw 9LOTPLAN. Improvements or drainage, Land Development approval. �B. +fi Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. �j' Grading, fills, drainage. (96 5.: Flood hazard. Special conditions on creatiLQn map (nois�D.F., sprinklers, foundations, etc. �?! F.A.U. & F.A.S. r o a set back) 'j Building or utilities across lot lines (Lot Merger). G OCCUPANCY REQUIREMENTS. Building use:-��/y�, Occupancy Group: Type of Construction: Building floor area: U OccupantLoad: / Basic allowable floor area: /,Zge sq. ft. Total allowable floor area: 6rt ci or increase: ;05-1 Compliance with specific occupancy requirement. Occupancy separations (Section 302). Area separations (Section 504.6). _,—A—' Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). '7 Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. ,1,2-- Smoke detection system. C.D.F. or State Fire Marshal plan review. It PC -1-15—; 51� Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). ATA- *T, Physical Disability Requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYP F CONSTRUCTION REQUIREMENTS: Roof covering requirements (Section 1503). Parapet walls (Section 709.4). Toilet room floors and walls (Section 807). Guardrails (Section 509). June 1997 1 3.4 Detailed types of construction requirements. Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). N v" Roof drainage (Section 1506). Skylights Section (2409 & 2603). tages and platforms (Section 405). Interior wall and ceiling finish (Section 801). ire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). Foam Plastic (Section 1715). E. TA RS, EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 100 1. 4 & 1006.3). t Nhmber of exits, width and locations (Section 1003). �- Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). '�- Exit signs and illuminations (Section 1013). Aisles and seating (Section 1014 & 1015). Exits for occupancy groups (Sections 1016 - 1019). Floor level exit signs (Title 24 & Section 1013). F. SCELLANEO US REQUIREMENTS. --Masonry chimney (Section 3102). eneer (Section 1403). 3. S ecial Inspection per U.B.C. Section 1701). a. High Strength Bolting. Field Welding. Tir- W*kou-pi-- ,.e'' Masonry (full stress). Concrete (f'c>2500psi). , Special Certifications - Mill Certificates. t , Expansive soil - Special design.F�; -1 /�('�,_ ��- wLa/�Y�/?• 1 eCut/Fill slopes, compaction tests, grading. ljlKp s`j"j> 1G''(1`t Grp W1`^� Noise requirements (Planning, Appendix Section 1208). 08. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: I. ForIPa¢ection Jacket: %o Flood Hazard/Elevation Certificate Requirements Special Inspection Requirements , Automatic Fire Sprinklers June 1997 3.5 10/15/97 WIDELL.INDUSTRIES 3053 SOUTHGATE LN CHICO, CA 95926 Re: B.P.#97-2136 fount u to LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 536-7541 FAX: 1916) 533-2140 A.P.# 040-400=081 With reference to the above subject, attached is: [xA Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [xA * Comply with Plan Check List (] Resubmit Plans with Revisions As Required (] Return All Original Materials and Revised Plans to the [ ] Other s Should you have any c uesdons, please contact this office at the ad( listed above. Sincerely, LINDA SEXTON - P'. CC: SLATER & SONS JIM E MANI g Department or phone number CHECKER PtRMIT APPLICANT WIDELL INDUSTRIES PST NO. 97-2136 ASSESSOR PARCEL N0. 040-400-081 DATE 10/15/97 l The above referenced building plans were reviewed by th's office. Provide additional. information and/or make appropriate revisions to plans, specifications, and calculations as follows: C A CODE ANALYSIS IS REQUIRED TO BE DONE BY A LICENSED ARTH TECT OR ENGINEER. PROVIDE A FLOOR PLAN OF THE EXISTING BUILDING AND THE NEW ADDITION. SHOW ALL / DOORS, WINDOWS, OFFICES, RESTROOMS, ETC;. FOR ENTIRE BUILDING. SHOW DISTANCE TO PROPERTY LINES FROM BUILDING. 4G PLEASE PROVIDE EVERYTHING IN TRIPLICATE. NCE HEAT PUMPLED if9$5— � I LINDA SEXTON - PLAN CHECKER CC: SLATER & SONS JIM E MANI If you wish to discuss any requirements, you may contact me at'(916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. L�.�.... utteCount �. LAND OF NATURAL W EALTH AND BEAUTY 7 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 • FAX: 1916) 533-2140 WIDELL INDUSTRIES OCTOBER 7, 1997 3053 SOUTHGATE LAN CHICO CA 95926 Re: 97-2136 A.P.# 040-48-0-082 3053 SOUTHGA E LANE- With ANEWith reference to the,above subject, attached is: [ XJ Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [ ] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required. [ ] Return All Original Materials and Revised Plans to the Build ng Department [ ] Other Should you have any questions, please contact this office at thea dress or phone number listed above. Sincerely, A SEXTON PLAN CHECKER 11 CC: SLATER & SONS 3753 MOREHEAD AVENUE, CHICO 95926 JIM EMAMI 1026 MIWOK DR, LODI CA 95240 PERMIT APPLICANT WIDELL INDUSTRIES ASSESSOR PARCEL N0. 040-40-0-082 PERMIT NO. 97-2136 DATE 10/7/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate re sions to plans, specifications, and -calculations as.follows: PLEASE PROVIDE A COMPLETE CODE ANALYSIS FOR THIS BUILDING. C OCCUPANCY GROUP, TYPE OF CONSTRUCTION, OCCUPANT LOAD, EXITING SHOW DISTANCE TO PROPERTY LINES FROM THE BUILDING AND ANALYZE EXISTING BUILDING. SHOW FIRE SEPARATIONS IF REQUIRED. PROVIDE A FLOOR PLAN OF THE BUILDING SHOWING DOORS AND WINDOW PROVIDE A DETAILED STATEMENT AS TO THE INTENDED USE OF THE BU A PLAN CHECK HAS NOT BEEN SARTED PENDING THE ABOVE ITEMS. I 0 kSSIFY THE BUILDING FOR ETC PER THE 1994 U.B.C. IT IN RELATION TO THE RESTROOMS, ETC. If .you wish to discuss, any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. I . LIDA SEXTON RAR 115 YELLOWSTONE DRIVE • CHICO, CALIFORNIA 95973-5811 • TELEPHONE 916-895-1422 • FAX 916-895-1409 ROLLS ANDERSON & ROLLS CIVIL ENGINEERS BEGIN e; e. R�(1U 2 0'1997 BUTTE COUNTY BUILDING DIVISION To Butte County Building Department Date November 18, 1997 7 County Center Drive Oroville, CA 95965 Attention: Mr. George Kellogg Subject Widell Industries Permit #97-2136 Project No. 97141 We are sending the following: Transparencies Prints Descriptions F-1 Letters ElSpecifications Calculations q Other Remarks Enclosed is a revised Hood Certificate to indicate th-nt the referee --e !evel for the subject building is based upon construction drawings (Supplemental Plan Check List, Item #5). ROLLS, ANDERSON & ROLLS __/ r By cc: Dan Stevens `� PLAN REVISION Please complete the following information in order to process your submittal..If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: i a Q -Q � �'l FReceived By: Date: 1 t A.P. #: -- c�- )n --° Permit #:27-0/3(o Time: aj ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup. at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: Slater& Son caGENERAL CONTRACTOR a Nevada Licenseense 4 a53735 License a 26751 November 20,1997 ATTN: George Kellogg Butte County Building Department 7 County Center Drive Oroville, Ca. 95965-3397 r RE: SUPPLEMENTAL PLAN CHECK LIST WIDELL INDUSTRIES #97-2136 1. PLEASE SEE SHEET A-1 FOR REVISION 2. THE OWNER WILL EMPLOY LRA ENGINEERING AS THEIR SPECIAL INSPECTOR. 3. PLEASE SEE ATTACHED STAR BUILDING SYSTEM POLICY 4. EXISTING WALL TO BE REMOVED WHERE 70 x 60 EXPANSION OCCURS. WALL TO BE REMOVED BY OWNER. SEE PLAN SHEET A-1 5. FLOOD ELEVATION CERTIFICATE REVISED BY ROLLS, ANDERSON & ROLLS. COPY HAS BEEN MAILED TO YOUR OFFICE. A COPY IS ATTACHED. 6. SEE STAR DETAIL PAGE (ATTACHED). 7. SEE REPORT FROM LRA. LAVER ROPER IS MAILING YOU A COPY. 8. AS PER MY CONVERSATION WITH JIM EMAMI, EMAMI SAID THAT THE FOUNDATION CALCULATIONS WERE CORRECT. HE SAID HE CONTACTED YOU AND EVERYTHING WAS CLEARED. SINCERELY, DAN STEPHENS 3753 Morehead Ave. • Chico, CA 95928 • (916) 893-3333 1-800-363-1335 Fax: 916-893-1774 .M RECEIVED SEP 12 1997 Slater & Son, Inc. SHEET JOB NO. --U-" I _ DATE o COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions 2. List of load combinations used for design SPECIAL NOTES: NOTE#1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation determined by foundation engineer. NOTE#2: Earthquake load includes 3Rw/8 factor unless noted. SEP 111997 0 r x q% Owner x i Owner : WIDELL INDUSTRIES, CHICO, CAL P.O. 9664 Z -1-IUM30 I S J UJ A 'A N•--------- ....--•---.i ------------ O i----- -----------------•--------- 0 N 0 m o m O O C 0 m 0 m 21 � Pun L N� d irjs • •------------------- O /40 o--------•-I...............................N �- 4!0 31 '0 29'0 60'0 SIDEWALL 1 Builder . D H SLATER SON, INC Job No. 91661a runOl Date Mon Au9 2S 13:24:S2 iT1 i ��•I I =���1 � - ..................• 12 5 ................. 4.;:-:: 51 t i i •: rri _1 �.................. _ 1 c r i_1 ................. - 3-1 -� r ri L•� LrI 1� � 7 `4 "•.i rrt _ -Ti S.i µ r� I Y . .. ..� — �: �,,,� r T .-., . ............. Cm- ,_f i r. _., ^ M Cl r .. m rrlAl Ln •:. •:. ,� .................. L rl Z:• rlro r:i iii �.. ,•--' ,—., r rl PO ifs r , .................. LrI i n r_, -n ::.:: t:. ,- r Lh :: _ •_ j,� X ,,�•..:.: :: ........ .................. rT1 e—, •• rrl f i , m € >T m . = i Ln • � C ._. 111 .................. 1T7 :: = til y _C71 Irl ... ' .� .............. 1, r-I In J r o 4+ � •�_ fTl "T:I M ? cc, M L ro r. ,-n ro fT1 -[:• C: N:o (i ° a . . ° a ('NI) HIM l+_I D 000218 u N f 3ONV i"l r00 * f ^• __ " ° (" N ! i Hl _:510 N N Il t —I .+ r' 000 " � 1 l:._ � h. -f? �r ` ° • Pali.. u ? I -111 3SHs:T NWn1ra:73 wrimc3S S' ' I S uC•- 0009"s " ... " . " ( •ND HIM c�7�-509p _ ` NI mnd " " . ,... a IH 1 S 7a N 7'"!`,J!"1 "hII i 000 " :T " ' ("NI) H1d3a VSd MMAUM 0000"S-'' ..:1-,I- .. ("NI) H1530 33NN W..l..A:;: U " =SNWM03 HDIUMNI 10 "!-n : 000 =c -7S LI . ° ..... a " n . _ "1S) SOAS ..M 000000"0 " (°10) _! :WAS N?`mi 080i --I. 00::70 � a a . a . ti W 3^ 3, S(^. :at ._7i_.7i} t lW _ _. 1....: 1f -::=I13{^ Giil-1E. ._ , ri r: " " "_S: HIM Mums H: IWWW•A a .. ,.. a " ° 1. a ..... a adv s _trlMA Srt y 3}I !�: )rt !;! 1r{ aL sri !;t SIi .•,}: i'r: W Sri � 7}: }).< }r{ !;: 3(t ?;: )r: }}! 3;{ }it ir{ ,W )}: };: >I{ 1;: SI:.•,)C >li }:: Sri };: 3r{ !� }',-: 1:t )Ii !}t St: );: !rt }L }i: SJt Sri }}: Srt ><:. 3{; � S:i }:: )ri }!t Si: };. iri }: I— i a IZOM c c° aw BIT, `.i—r 9 a BIwl)• N o.. PI asf-i !1t !;: � };: !:t 7" Jr .3. }r: }✓ }:: W }4 }Sr !rt W aL av !}: Y }I: y }i' Y,: !r: };: },t !;! }� }�: }� }:' it w !;i };' 1 W };t }',: 7!: }:' }:: W !;:.J. y Y ::{ !: }i' ,air• }}: W ab aL � v. W }� };�n.:r ' " 1NBWEAB VIVO "IVi3C 7AW C33DLS Acte1?Dw `e"n OSM N IWSS HHV z L6/SZ/BO MW N9IS30 :a0 3101 STAR Lei. ILUING SYSTEMS Y600 S. 1-35 OKLAHOMA CITY, OK •J05 91661a. SRL..O 70 12/17.3S 20/17.5 ' CL 1 FILE 91 6W. tra OI N T REACTION PND LOAD SCHEMATIC DATE: S/25/97 PAGE '7 r=ii_L. REACTIONS ARE IN K ' P". � _ _-------------- JR K fP—FEE': i ........... ......... _ ..................... W I NT NUMBERING Liy...................... ............................ 7.3 7.4 2) Live Load fLL) ie �•� - 3.5 3.5 4V Lona Earth Quake (LEP3 ........................&....................... 1e1 1.1 ._. 1=1 � e C► 1 1 Dead Load WL) i ................................................. _ ......................!;:L... ie 1 a pie 1 1.8 1.10. 3) Collateral Load (1 OLL ) 1 ...... ... _. ... ...... ... ......._ ... ...... 4 0.31 U..' j LATERAL SEI _ P1 I C: ►: '=;E I ) 'ST�R BiL.JlLDING EYSTEMS 8600 S. I-35 SRLO 70 12/17.33 20/17.5 WOINT REACTION AND LOAD SCHEMATIC ___________________ �ALL REACTIONS ARE lN KIPS OR KIP -FEET ~ ' '-'--'-'-'-'--`--`--`-`. ` . �-- -'~~ 9.7 i , ! 1.4 9.6 � 7.1 6) Wind Arrav 1 ^NA1) BASIC LOAD DATA DEAD LOAD 1.97 PSF COLATERAL 3.00 PSF LIVE LOAD 12.00 PSF OKLAHOMA CITY; OK JOB CL l FILE DATE: 8/25/97 PAGE USER SUPPLIED LCADS XL ------------------ ------------------- k0. --------------------------------------- I J '----------- 7YPE DIST __-___-_ LOAD XL 1-SE! 2 1 'CONC 0.0 1.2 0.0 3-WA2 1 2 CONC 0.0 9.1 0.0 5-WA2 4 5 CONC 0.0 9.1 0.0 7-LEQ 1 2 CONC, 0'0 5.4 0.0 9 -LB] 4 5 CONC 0�0 5.4 0.0 LOADUSEDFOR FRAME DESIG'..'i l) DL 2) LL 3) C[&L 4) DL+LL+COLL 5) DL+LEQ ' 6) DL+COLL+LE� 7) 0.G5 D|-+LEQ 8) DL+LATERAL SEISMIC 9) DL+WA1 10> DL+WA2 11> D&COLL+WPI . 11661 966la2.fra ............... ~~_ --`~ 9.5 � � 9.5 15.1 15.1 7} Wind Arrav 2 (NA2) -_-_________.__-___ NO. 1 i TYPE 2-WA2 1 2 CONC 4-WA2 4 5 CONC 6-LEQ 1 2 CONC 8-LEQ 4 5 CONC ------------------ DIST LOAD XL ------------------ 0.0 6.7 0.0 0'0 6.7 0.10 0'0 3.5 U.� 0'0 3.5 0.0 I u D 1. tj in lit f .:T L.0 cri LLL 1:-:: CL Li LA.' D i fl Cl Lj 77 IJ Irj i.Z F. - i i7 C, Ing U., LLJ 1:h: :m1'..] CJ ii J 0 MR ............ ti 1:0 Li LL - Li O 0-4 dd LLJ CL Iil LAJ lii LAJ ...........:esti J C:lf Ld U-1 ti 1-1 -:3: MR � . FRAME DESIGN 1 FRAME DETAIL INPUT EXPANSION [ATE OF DESIGN SUN: 08/25/97 14HR 34MIN 18SEC User: mcaffrey . ' STORED rRAME DETAIL DATA ELEMENT: �e�port/home,'wcaff�e�//�obs�91661a/x01L'3 User Id ... onaffrey Run Name '.,. Job Name .. 91661a File Name ... x(}1L.3 FRAME SHAPE ........,.....SYMMETRICAL FRAME WIDTH (FT.) '.'.'... 35.()00000 L5 EAVE HEIGHT (FT') .'.'. 20.000000 HS B4VE HEIGHT (FT') .'.'. 0.000000 ROOF SLOPE (IN'1 1.0000 HORZ. PURLIN SPACE (FT.) . ().000000 BAY SPACE XT.) '.....'... 34.380001 'NUM. OF INTERIOR COLUMNS.. 0 RAFTERT RAFTER KNEE DEP|H (IN.) .. 34.0*00 RAFTER PEAK DEPTH (IN.) .. 14.0000 PURLIN DISTANCE (IN.) .... 8.5000 PURLIN DEPTH (IN.) .,.,.". 8.5000 LOW SIDE COLUMQ.- COLUMN BASE DEPTH (IN.> .. 12.0000 COLUMN KNEE DEPTH (IN. 36.0000 GIRT DISTANCE (IN.) ...... 2.5000 GIRT DEPTH (IN.) .......'. G.5000 NOTES: D I a C_t 00 0 p 1; , r• m 1 14 T ;J n ''' .7_ .z..._::.....:.y._. ••.,a...............: .a.. ............._. - — ; —1 I �_.• 1 D ,-a r- a C•J n ,- f, ? LSI .. ui lJ 1 --1 U) I o �,J G. _ I••1 i - CO f►1 it ILI _ r 1 rrI r i1 _ 1 r- - C•� ! r_-) w Ui U) I V) W(1) u1i C. 1 1 m C.- ..•........... --'�... ............ ....._..;_ ... .......... 1T1 I �•: r� • . . m I Lei _ I r1: I r•� ; 1-9 .�......... .................. 4� ....._.. . .......................... Lit �— ....._..� ........... .._......... rl I. i, _ m o`J n e`J r-i I m —i LhVICOI a� I t•• ti ILI r I LQ r-, I ••U H I -U 71 C., - r i D0 - I m m 1 i =10 10 :. s Q; ......................... ........ o............................ R r•: � r• % r-� , rr. R•• I —h I at f � STAR BUILDING SYSTEMS 8600 S. 1-35 SRLO 70 12/17.32 20/34.38 JOINT REACTION AND LOAD SCHEMATIC � ALL REACTIONS ARE IN KIPS OR KIP -BB - � . ~ '--'-'-'-'-'--`--`--`-`. � ^ � � -'`~ 19-~_.6 ! � i 3.1 18.9 � 14.O ^ , 6) Nind Arrau 1 ^WA1.) BASIC LOAD DAT� DEAD LOAD 1.97 PSF COLATERAL 3.00 PSF LIVE LOAD 12.00 PSF . USER SUPPLIED LEADS OKLAHOMA CITY, OK JOB 9166la CL 2 FILE 9166Ial.fra DATE� 8/25/97 PAGE NO. I ------------ J TYPE DIST LOAD XL 1 -SEI 2 1 CONC ___________________ 0'0 2.4 0.0 3-WA2 i -2 CONC 0.0 9.1 0.0 5-WA2 4 5 CONC 0.0 9.1 0.0 7-LEQ 1 2 {]]NC0.0 5.4 0.0 9-LEQ 4 5 CONC ' 0'0 5.4 0.0 LOAD�]�IN���RF��E�SIG� --------------------------------------- 1) ___________________l) DL Z) LL .3) COLL ' 4> DL+LL+COLL 5> DL+ -EQ 6> DL+COLL+LEQ 7) 0.85 DL+LE;'..*-.. 8) DL+LATERAL SEISMIC . 9) DL+WA1 ' 10) DL+WA2 11> DL+COLL+WA� 12) DW+COLL+WA2 ~-- 18.8 10. s. 23.2 23.2 7) Wind Arrav 2 (NA2) -------------------------------------- ___________________NO. NO. ___________________ 1 J TYPE DIST LOAD XL 2-WA2 1 2 CONC 0.0 6.7 0.0 4-WA2 4 5 CONC 0.0 6.7 0.0 6-LEQ 1 2 CONC 0.0 3.5 on, 8-LEQ 4 5 CONC 0.0 3.5 0.0 ' Star Building Systems, OKC, OK User: mcaffrey Page: 1S Shell Design Program -.Version V23 S Job Number: 91661a Design Summary Report. run01 Date: 08/25/97 Manufacturing Plant - Lockeford, CA Start Time: 15:26:04 y---------------------------------------------------------- _ ----------------- ***** MAIN BUILDING SIDE 4 ENDWALL COLUMN DESIGN ***** (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP NUM ---• D ------ L ------ C ------ W+ W- E+ E- 1 0.424 1.433 0.268 ------ -2.193 ------ -2.193 ------ 0.000 ------ 0.000 V 0.004 0.024 0.005 -0.037 -0.037 0.000 0.000 HX 10.00'0 0.000 0.000 0.000 0.000 0.000 0.000 HY 2 0.739 3.069 0.575 -10.517 -10.517 -4.416 -4.416 V 0.000 0.000 0.000 -2.081 2.243 0.000 0.000 HX 0.000 0.000 0.000 -3.610 3.610 -2.590 2.590 HY 3 0.885 3.897 0.730 -11.393 -11.393 -4.200 -4.200 V 0.000 0.000 0.000 -2.618 2.816 0.000 0.000 HX 0.000 0.00U 0.000 -3.610 3.610 -2.590 2'590 HY 4 0.885 3.897 0.730 -5.538 -5.538 0.000 0.000 V 0.000 0.000 0.000' -2.618 2.816 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _ HY 5 0.739 3.069 0.575 -4.361 -4.361 0.000 0.000 V 0.000 0.000 0.000 -2.081 2.243 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY 6 0.424 1.433 0.268 -2.193 -2.193 0.000 0.000 V 0.004 0.024 0.005 -0.037 -0.037 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY V=VERTICAL HX=HORIZONTAL MAJOR AXIS HY=HORIZONTAL MINOR AXIS IN KIPS November 19, 1997 To: SLATER & SON INC. CHICO ,CA. Re: Widell Industries Star Job # 97-1661 Answers to plan check comments received 11/18/97 STAR BUILDING SYSTEMS P.O. Box 830 Lockeford, CA 95237-0830 209-727-5504 FAX 209-727-5820 - Item 1 : Not by STAR - Item 2 : As noted on the drawings and the calculations the special inspections are per Local Agency and / or UBC. Inspections are not by STAR. - Item 3 : As shown on the letter of certification all fabrication is performed in an ICBO approved fabricator shop (#FA -277) and there is only one grade of steel available for each part fabricated as shown on sheet E1 of the drawings. Therefore there is no need for special identification. Note : The letter of certification acts as our certificate of compliance. - Items 4 & 5 : Not by STAR. - Item 6 : See attached standard detail drawing for braced rod connection. . Note : Detail is similar for connection to columns. - Items 7 & 8: Not by STAR. ® QgtOVESSIp ,! LOIS Yours truly, No coo swmn G �E, Franc 's AU, ' `y tEp lil,C i 12101 East Brandt Road, Lockeford, CA 95237 `'lFGpp.'.Ma ROO BRACE ROD BRACE ROD BRAG ANCHOR (REFER TO ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT SIZE AND LOCA PON) ROD BRACE ANCHOR DETAIL FLANGE BRACE NEB SNFfrNER CL204 ANN -ROLL CLIP CC 203 MIEN REOUMM BY OESIo.. SEE ROOT FRAMING PLAN FOR LOG NON. r DETAIL "A' DETAIL 9" P BGL TS MUsf VSTALLED NOTE ZEE LAPS MAY VARY °"" e" °"` IN Lamm ANO MAY NOF PURLIN FRAMING '7-11.03 NEC£SSAR2Y BE TH£ SAME cwe. o.�e ON £AON SIO£ OF WE FRAME' 1-7-74 UNLI / BOrnw J HOLE BOI.NNG UP GE BRACE ALF—MOON WA5IIER AT WASHER BRAC H 'X NUT BURR THREADS AFTER FINAL ITGHTENING ROD BRACE CONNECTION DETAIL AT PURUN LAP NOTES I. PURUN STRUTS HAVE SAME LAP AND SAME CAGE AS ROOF PURLINS. 2. FLANGE BRACES MAY BE R£OUIRED ON BOIL/ SIDES OF FRAME COLUMNS OR RAFTERS. BOLTING RECOMMENDATIONS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS" THE "TURN OF THE NUT" METHOD OF TIGHTENING IS STAR STANDARD. WHEN REQUESTED BY THE CUSTOMER, 'CALIBRATED INPENCH WITH IVASHER UNDER THE TURNED ELEMENT" AVAY BE UTILIZED. 1T To SALE °"" e" °"` STAR BUILDING SYSTEMS �. e Robertson Coco company PURLIN FRAMING '7-11.03 WITH INSET COLUMNS cwe. o.�e 7116"o THRU 1'"o ROD BRACE 1-7-74 W W W W W W 4nvivi uoo �r aaa N N N C4 C N 0 � /17 /17 I FA -6C, j OF 1 0 OR 2.2 1997. VC,/ - -- Q . 'Sod L AI l.bPrss, 5 00 'P5� N0. C 98EVM098 �o�r�JGS IA (F 5/i? 4p civi% Of U S S ` X 5 o-ri G 3/4 X 16`.W/6�Nrok `1 ;45••(wL 3 x 3 h �i. 9NLo4G 3= (y c)Lfz-p Fool- G f560A6 '�- Faa���s U USS. s �2� 3�y CP, x1(� USS 2. Y., x I DCS fz)10-1� — N, A vj/6" Hvvk AS� N (sdt coMpul-�giti) L3x3x 'lt x� Be4lz(,JG W W W srx N N h "Co �r vc_o city° nrr W I DELL 10DO5-1 X -c 4-' -c am; `1/1.7171 F1L,+^15FZA S#Z,4fZ Ta CDAJCAC*r- e3' 115/E of 6cm-,jG ACJ(xLz 2 - PES16J AoLT- For-7USiy4 a,, c-F{2cyc ibJcl�o2 �o1_T L��GStt L 12 ci 1 Z` (M 14. ) b, C►+r-c k I4oz)L LENGE/ T/2 Lh V .I_V > 7= AjFt Ft=-3'Y�t ru-5Sf`S� 2_S k sa T_ 8.46 k(Ps n SS •?-v2.5-v.75 US£ : , 6" //ooK S1��LAYZ T.tsiA/SrAEA L_ _ At _ 3 %1 _ 27 � Z pU - 0-7 *o•05 Z.S 40°16 Spread Footing Spread Footing Design BAG � 3 Dead Load: uplift: Loadinq Data Live Load: Lateral Footing Data ; kips :7. � I Soil Data Basic Allowable Soil Searing Pressure: ............ [Depth Below Soil: Qi in .....Soil Bearing Pressure Increases...... Per Ft of De th :::::::....:...:..... _.-.. >:Elisf When Below: in Per Ft of Width xQ# psfWhen Wider than: ft Calculation Downward Forces DeadLoad+ Live Load..........................................................................., Max. Soils Pressure................................................................................ Allowable Soils Pressure......................................................................... Check Punching Shear ....................... d (Bottom Steel).. ....................................... bo=[w+(d/2)(2)14.................................................................................... Pu=1.4DL+1.7LL..................................................................................... Qu=Pu/D^2................................................. Page 1 s 11..2�kips � 560 psi U ( ! `�' �✓i + ` 1500 psf Pass ....... 38.06 in ....... 184.25 in ....... 18.44 kips ....... 922.00 psf Spread Footing FAG9, y - Vu= Qu[D^2-((w+(d/2)2)/12)^2j......................................................................... 4.85 kips pc=L/D............................................................................................................. 1.25 Vc=((2+4/a)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1402.60 kips ....................................................................................................................... 0.85 Vu<=+Vc...................................................................................:...................... 1192.21 kips Pass ...........Check Beam Shear One Way Action............ Qu.................................................................................................................... 922.00 Vu=Qu*(D-colwidth-2d)/2(D)............................................................................. -5.55 kips bw=colwidth+d................................................................................................. 46.06 Vc=2(fc)^0.5(bwd)........................................................................................... 175.33 kips �Vc>=Vu............................................................................................ 149.03 kips Pass .......:...Check Bottom Reinforcement............ Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 1280.6 ft-Ib/ft width Ku=Mu/(bd^2)................................................................................................... 1.33 psi p= (0.85f c((1-(1-2Ku/0.85f q)^0.5))/Fy............................................................. 3E-05 As(required)=4/3pbd......................................................................................... 0.04 in2 Asactual............................................................ 1.5 in2 Pass Uplift Forces DLof footing.................................................................................................... 10.50 kips skin friction to resist uplift................................................................................. 0.00 kips PartialSlab DL.................................................................................................. 2.40 kips PartialGrade beam DL..................:.................................................................. 1.50 kips Resisting Downward force-Uplift....................................................................... 14.40 kips Pass ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)................................................................................... 21.43 kips Qu=Pu/D^2...................................................................................................... 1071.50 psf Mu=Qu((D/2)^2)/2............................................................................................. 2143.00 ft-Ib/ft d(Top Steel)..................................................................................................... 38.06 in Ku=Mu/(bd^2)................................................................................................... 2.22 psi p=(0.85f c((1-(1-2Ku/0.85fq)^0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................................................... 0.07 in2 As(actual)......................................................................................................... 1.5 in2 Pass As(min)=0.002bh.:............................................................................................ 2.69 in2 Asto +Bottom....................................................................... 3.1 in2 Pass HairPin Design LateralLoad into Hair pin................................................................................. 6.8 kips Lateral Capacity of Hai rPi ns=N*As*fs*COS(Alfa) .............................................. 13.32 kips Pass Devel. Length of Hairpins................................................................................. 12 ft Page 2 Spread Footing Spread Footing Design PA -G IF, s Loadinq Data Dead Load: s 11 kis Live Load: UjMkips U lift: 0E1E' kips Lateral Footing Data 111) A& hr I Calculation Downward Forces Dead Load+ Live Load..................................................................................... Max. Soils Pressure 21.411k .,� 713.33)psf VIS ir✓ ........................................................................................ Allowable Soils Pressure................................................................................. 11 "1'500 psf Pass) E ...................Check Punching Shear....................... d(Bottom Steel)............................................................................................... 38.06 in bo=[w+(d/2)(2)14.............................................................................................. 184.25 in Pu=1.4DL+1.7LL.............................................................................................. 35.30 kips Qu=Pu/D^2............................... :...................................................................... 1176.67 psf Page 1 Spread Footing Vu= Qu[D^2-((w+(d/2)2)/12)^2]......................................................................... 17.96 kips 0c=L/D............................................................................................................. 1.20 Vc=((2+4/P)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1402.60 kips ....................................................................................................................... 0.85 Vu<4vc.......................................................................................................... 1192.21 kips Pass ...........Check Beam Shear One Way Action............ Qu.................................................................................................................... 1176.67 Vu=Qu*(D-colwidth-2d)/2(D)................................. :........................................... -5.91 kips bw=colwidth+d................................................................................................. 46.06 Vc=2(fc)^0.5(bwd)..................................... :..................................................... 175.33 kips �Vc>=Vu............................................................................................ 149.03 kips Pass ...........Check Bottom Reinforcement............ Mu=QL"2/2=Q(((D-colwidth)/2)^2)/2................................................................. 2761.9 ft-Ib/ft width Ku=Mu/(bd^2)......................... ............. ............................................................. 2.86 psi p=(0.85fc((1-(1-2Ku/0.85f 4)^0.5))/Fy.............................................................. 6E-05 As(required)=4/3pbd......................................................................................... 0.11 in2 As actual ....................... 1.8 in2 Pass Uplift Forces DLof footing....................................................................................... skin friction to resist uplift................................................................... PartialSlab DL................................................................................... Partial Grade beam DL.................................................................... Resisting Downward force-Uplift......................................................... ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)..................................................................... Qu=Pu/D^2......................................................................................... Mu=Qu((D/2)^2)/2............................................................................... d(Top Steel)....................................................................................... Ku=Mu/(bd^2)..................................................................................... p=(0.85fc((1-(1-2Ku/0.85fq)^0.5))/Fy................................................ As(req u i red)=4/3pbd........................................................................... As(actual)........................................................................................... As(min)=0.002bh........................ :....................................................... As(top+Bottom).................................................................................. HairPin Design Lateral Load into Hair pin ........................................ Lateral Capacity of Hai rPi ns=N*As*fs*COS(Alfa) .... Devel. Length of Hairpins ........................................ Page 2 ............. 15.75 kips ............. 0.00 kips ............. 2.40 kips .............. 1.50 kips ............. 19.65 kips ............ 33.40 kips ........... 1113.33 psf ............ 3479.17 ft-Ib/ft ............ 38.06 in ............ 3.60 psi ............ 7E-05 ............ 0.14 in2 ............ 1.8 in2 ............ 3.36 in2 ............ 3.7 in2 ............... 13.8 kips ................ 20.82 kips ................ 12 ft Pass Pass Pass Pass Spread Footing Spread Footing Design IrA-Gif- "7 Loading Data Dead Ga—d.-"" " :>�:...>:...: i s Live Load: :':<:<`� ki s Uplift: >>l#i; kips Lateral MAWkip s Footing Data Soil Data ::::::::::.......... . asic Allowable Soil BearingPressure:........... :::.::: >:'�3>psf ............................................:::::::. De th Below Soil: 3#? in .....Soil Bearing Pressure Increases...... Per Ft of De th psf When Below:41IMin Per Ft of Width " ' > #[Fx# ## psf I When Wider than: A ft Calculation Downward Forces DeadLoad+ Live Load............................................................................ Max. Soils Pressure................................................................................ Allowable Soils Pressure......................................................................... ...................Check Punching Shear....................... d(Bottom Steel)...................................................................................... bo=[w+(d/2)(2)14.................................................................................... Pu=1.4DL+1.7LL..................................................................................... Qu=Pu/D^2..................................................................... Page 1 4.38 kips 273.75 psf 1500 psf Pass 32.06 in 160.25 in 7.22 kips 451.50 psf Spread Footing 1A-676 8 Vu= Qu[D^2-((w+(d/2)2)/12)^21 ......................................................................... 2.19 kips 0c=L/D............................................................................................................. 1.00 Vc=((2+4/P)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1027.60 kips ....................................................................................................................... 0.85 Vu<4vc.......................................................................................................... 873.46 kips Pass ...........Check Beam Shear One Way Action, Qu.......................................................................................... Vu=Qu*(D-colwidth-2d)/2(D)................................................... bw=colwidth+d....................................................................... Vc=2(f c)^0.5(bwd)................................................................. �Vc>=Vu................................................................................ ...........Check Bottom Reinforcement...... M u=QL^2/2=Q (((D-colwidth)/2)^2)/2....................................... Ku= M u/(bd^2)......................................................................... p=(0.85fc((1-(1-2Ku/0.85f`4)^0.5))/Fy.................................... As (req u i red) =4/3 pbd............................................................... As(actual)............................................................................... Uplift Forces DLof footing..................................................................... skin friction to resist uplift .................................................. Partial Slab DL................................................................... Partial Grade beam DL ...................................................... Resisting Downward force -Uplift ........................................ ...........Check Bottom Reinforcement. Pu=0.9DL+1.3WL(uplift).................................................... Qu=Pu/D"2....................................................................... Mu=Qu((D/2)^2)/2...........:................................................. d(Top Steel)...:.................................................................. Ku=Mu/(bd^2).................................................................... p=(0.85f c((1-(1-2Ku/0.85f`4)^0.5))/Fy ............................... As(req uired)=4/3pbd.......................................................... As(actual).......................................................................... As(min)=0.002bh ................. 451.50 ................. -1.82 kips ................ 40.06 ................ 128.45 kips 109.18 kips Pass .................. 627.1 ft-Ib/ft width .................. 0.92 psi .................. 3E-05 .................. 0.04 in2 .................. 1.2 in2 Pass .......................... 7.20 kips .......................... 0.00 kips .......................... 2.40 kips 1.50 kips .......................... 11.10 kips .. ........................................................................ As(top+Bottom)............................................................................ HairPin Design Lateral Load into Hair pin ...................................... Lateral Capacity of Hai rPi ns= N*As*fs*COS(Alfa).. Devel. Length of Hairpins ..................................... Page 2 15.29 kips ................. 955.69 psf ................. 1911.38 ft-Ib/ft ................. 32.06 in .................. 2.79 psi .................. 8E-05 I ................. 0.11 in2 1.2 in2 ................. 2.30 in2 ................. 2.5 in2 ... 4.6 kips .... 6.66 kips .... 12 ft Pass Pass Pass Pass Spread Footing FA-G�, 9 Spread Footing Design Loading Data Dead Load: >>s;Z' kips Live Load: kips Uplift: <'''< ki s Lateral gAWkip s Footing Data Soil Data ::............. Basic Allowable Soil Bearing Pressure:........... = Deth Below Soil: <}#<in .....Soil Bearing Pressure Increases...... Ker Ft of De th psf When Below: :::::: in Per Ft of Width #xQ# sf When Wider than: ft Calculation Downward Forces DeadLoad+ Live Load..................................................................................... 4.06 kips Max. Soils Pressure......................................................................................... 1015 psf Allowable Soils Pressure.................................................................................. 1500 psf Pass ..................Check Punching Shear....................... d(Bottom Steel)............................................................................................... 20.25 in _ bo=[w+(d/2)(2)]4.............................................................................................. Pu=1.4DL+1.7LL 113.00 in .............................................................................................. Qu=Pu/D^2 6.78 kips ...................................................................................................... 1694.00 psf Page 1 Spread Footing FA" c 1O • Vu= Qu[D^2-((w+(d/2)2)/12)112]......................................................................... -2.61 kips Pc=UD............................................................................................................. 1.00 Vc=((2+4/P)(fc)^0.5)bod<=4((f c)^0.5)bod........................................................ 457.65 kips ....................................................................................................................... 0.85 Vu<4Vc... :...................................................................................................... 389.00 kips Pass ...........Check Beam Shear One Way Action............ Qu.................................................................................................................... 1694.00 Vu=Qu*(D-colwidth-2d)/2(D)............................................................................. -3.46 kips bw=colwidth+d.................................................................................................. 28.25 Vc=2(fc)^0.5(bwd)........................................................................................... 57.21 kips �Vc>=Vu............................................................................................ 48.625 kips Pass ...........Check Bottom Reinforcement............ Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 376.4 ft-Ib/ft width Ku=Mu/(bd^2)' ...........................................................I ....................... 1.38 psi P=(0.85f c((1-(1-2Ku/0.85f 4)^0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................:.................................. 0.02 in2 As(actual)......................................................................................................... 0.4 in2 Pass Uolift Forces DLof footing..................................................................................................... 1.20 kips skin friction to resist uplift........:........................................................................ 0.00 kips Partial Slab DL................................................................................................. 2.40 kips Partial Grade beam DL..................................................................................... 1.50 kips Resisting Downward force-Uplift....................................................................... 5.10 kips Pass ...........Check Bottom Reinforcement.:.......... Pu=0.9DL+1.3WL(uplift)..................:................................................................ 3.23 kips Qu=Pu/D^2...................................................................................................... 806.25 psf Mu=Qu((D/2)12)/2.:.......................................................................................... 403.13 ft-Ib/ft d(Top Steel)..................................................................................................... 20.25 in Ku=Mu/(bd^2)................................................................................................... 1.47 psi p=(0.85fc((1-(1-2Ku/0.85fc+)^0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................................................... 0.02 in2 As(actual)......................................................................................................... 0.4 in2 Pass As(min)=0.002bh.:............................................................................................ 0.77 in2 As(top+Bottom)..................................... :.......................................................... 0.8 in2 Pass HairPin Design Lateral Load into Hair pin................................................................................. 0.1 kips Lateral Capacity of HairPins=N*As*fs*COS(Alfa).............................................. 6.66 kips Pass Devel. Length of Hairpins................................................................................. 12 ft Page 2 I U, W WW W W W x _' 0 in V1 000 inoo ^r Ci a vav AAA NhCI a rot Irl /17 f of 10 1 f L ,�LLovi.: P2F,SS, 'PSS 'F-o(A, SIF USS �-�X 5� x 'DGS FooTl r,) C USf o (41 3/4 >C 16�W/6'�N�ok:.r�.s..vV/L 3 x 3 k RECEIVED SEP 2 2 1991 T;zTticS 02Ak2r- oc�i�cli- 3�y � 16 W 6 `Ffoalc Z3x3x� x U.S JE e X 3 Dr-Ep fba- C F, 3 F- ust ; 2�XZ`XZ 'PUP fD-DTfjU 104 G &14'1446 k R � a,rS 'w �L3x3x 9 ,Wtj) � �N (5dt ro M pul-i2 gjtjj L3X3x '%, xq I Flo- WN 'W I DELL 1D05' (y JG C, PARC 2 1 l 7-1Z+�J5FeX Si CME TD CDA1CKf,1-C aY USJE -oF /3ea2,,jG A-,J6tz 2- D,ESl G J 6oLT- For, -jT-ojS i vAJ C-t{2CK Arl C"OK Po LT- LEACTIt L _ t2 cd IZ" 4- b. cl+Fc k Rflz)k L - T/Z Ft Ft_ - Ic j. } T 8 96 k1Ps. 8.46 HOOK S1�ZA� T A✓SflfA U's. L3X3x q9 45w.4c AAGL-q. �~ / J / At = 3-:9 - 27 14Z .6 -Fu - o -i 0,05. 9 s4 21 -- �oa16 k ips Spread Footing Spread Footinq Design AC' , f- 3 Loading Data Dead Load: �<'>t kis Live Load: ki s Uplift: '1'fi kips Lateral kips Footinq Data Soil Data Basic Allowable Soil Bearing Pressure: ................. Depth Below Soil: E[i in .....moi! Bearing Pressure increases...... Per Ft of Depth psf When Below: in Per Ft of Width x#<psf lWhen Wider than: Q'ft Calculation Downward Forces DeadLoad+ Live Load.............................................................................. Max. Soils Pressure.................................................................................. Allowable Soils Pressure........................................................................... ...................Check Punching Shear....................... d(Bottom Steel)........................................................................................ bo=[w+(d/2)(2)14....................................................................................... Pu=1.4DL+1.7LL....................................................................................... Qu=Pu/D^2............................................................................................... Page 1 11.2 kips 560 psf 1500 psf Pass 38.06 in 184.25 in 18.44 kips 922.00 psf Spread Footing FA Vu= Qu[D^2-((w+(d/2)2)/12)^2]......................................................................... 4.85 kips pc=L/D............................................................. :...................... I ........................ 1.25 Vc=((2+4/0)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1402.60 kips ....................................................................................................................... 0.85 Vu<=$Vc.......................................................................................................... 1192.21 kips Pass ...........Check Beam Shear One Way Action ............. Qu..................................:................................................................................. 922.00 Vu=Qu*(D-colwidth-2d)/2(D).......................................:..................................... -5.55 kips bw=colwidth+d.................................................................................................. 46.06 Vc=2(fc)^0.5(bwd)........................................................................................... 175.33 kips' �Vc>=Vu............................................................................................ 149.03 kips Pass ...........Check Bottom Reinforcement............ Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 1280.6 ft-Ib/ft width Ku=Mu/(bd^2)................................................................................................... 1.33 psi p=(0.85f c((1-(1-2Ku/0.85f 4)^0.5))/Fy............................................................. 3E-05 As(required)=4/3pbd......................................................................................... 0.04 in2 As(actual)......................................................................................................... 1.5 in2 Pass Uplift Forces DLof footing.................................................................................................... 10.50 kips skin friction to resist uplift........................................................:........................ 0.00 kips PartialSlab DL...........................................................................................:..... 2.40 kips PartialGrade beam DL..................................................................................... 1.50 kips Resisting Downward force-Uplift....................................................................... 14.40 kips Pass ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)................................................................................... 21.43 kips Qu=Pu/D^2...................................................................................................... 1071.50 psf Mu=Qu((D/2)^2)/2............................................................................................ 2143.00 ft-Ib/ft d(Top Steel)..................................................................................................... 38.06 in Ku=Mu/(bd^2).........................:......................................................................... 2.22 psi P=(0.85f c((1-(1-2Ku/0.85fq)^0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................................................... 0.07 in2 As(actual)......................................................................................................... 1.5 in2 Pass As(min)=0.002bh.:............................................................................................ 2.69 in2 As(top+Bottom)................................................................................................ 3.1 in2 Pass HairPin Design LateralLoad into Hair pin................................................................................. 6.8 kips Lateral Capacity of HairPins=N*As*fs*COS(Alfa).............................................. 13.32 kips Pass Devel. Length of Hairpins................................................................................. 12 ft Page 2 Spread Footing Spread Footing Design PA -,G IF, s Loading Data Dead Load:#>EI'ki s Live Load: kips Uplift: I€;'iQf':. kips Lateral '< kips Fogg Data Soil Data ::::. Basic Allowable Soil Bearing Pressure: .......................................................::::::»>::>: psf ..... .............. ...................... Depth Below Soil: '}QEIE" in .....you Bearing Pressure increases...... Per Ft of De th lmpsf lWhen Below: SAW in Per Ft of Width m psf lWhen Wider than: <€;##tom:: ft Calculation Downward Forces Dead Load+ Live Load ................................................... Max. Soils Pressure....................................................... Allowable Soils Pressure ................................................ ...................Check Punching Shear.... d (Bottom Steel)............................................................. bo=[w+(d/2)(2))4........................................................... Pu=1.4DL+1.7LL............................................................ Qu=Pu/D^2.................................................................... ........I ........................ 21.4 kips ................................ 713.33 psf ................................. 1500 psf Pass ................. ................................. 38.06 in ................................. 184.25 in ................................. 35.30 kips ................................ 1176.67 psf Page 1 Uplift Forces DLof footing.................................................................................................... 15.75 kips skin friction to resist uplift................................................................................. Spread Footing PartialSlab DL ........................... ....................................................................... 2.40 kips Vu= Qu[D^2-((w+(d/2)2)/12)^2]......................................................................... 17.96 kips Resisting Downward force-Uplift..............:........................................................ Pc=UD............................................................................................................. 1.20 Vc=((2+4/0)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1402.60 kips Qu=Pu/D^2...................................................................................................... ....................................................................................................................... 0.85 3479.17 ft-Ib/ft Vu<4vc.......................................................................................................... 1192.21 kips Pass ...........Check Beam Shear One Way Action............ p=(0.85fc((1-(1-2Ku/0.85fq)^0.5))/Fy.............................................................. 7E-05 Qu.................................................................................................................... 1176.67 Asactual............................................................................... Vu=Qu*(D-colwidth-2d)/2(D)..... :....................................................................... -5.91 kips 3.36 in2 bw=colwidth+d................................................................................................. 46.06 Vc=2(fc)^0.5(bwd)........................................................................................... 175.33 kips �Vc>=Vu....... :...... ............................................................................... 149.03 kips Pass ...........Check Bottom Reinforcement............ Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 2761.9 ft-Ib/ft width Ku=Mu/(bd^2)................................................................................................... 2.86 psi p=(0.85fc((1-(1-2Ku/0.85f4)^0.5))/Fy.......................................... ................. 6E-05 " As(required)=4/3pbd......................................................................................... 0.11 in2 As(actual)......................................................................................................... 1.8 in2 Pass Uplift Forces DLof footing.................................................................................................... 15.75 kips skin friction to resist uplift................................................................................. 0.00 kips PartialSlab DL ........................... ....................................................................... 2.40 kips PartialGrade beam DL.............:....................................................................... 1.50 kips Resisting Downward force-Uplift..............:........................................................ 19.65 kips Pass ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)................................................................................... '33.40 kips Qu=Pu/D^2...................................................................................................... 1113.33 psf Mu=Qu((D/2)12)/2............................................................................................ 3479.17 ft-Ib/ft d(Top Steel)..................................................................................................... 38.06 in Ku=Mu/(bd^2)................................................................................................... 3.60 psi p=(0.85fc((1-(1-2Ku/0.85fq)^0.5))/Fy.............................................................. 7E-05 As(required)=4/3pbd......................................................................................... 0.14 in2 Asactual............................................................................... 1.8 in2 Pass As(min)=0.002bh.............................................................................................. 3.36 in2 As(top+Bottom)................................................................................................ 3.7 in2 Pass HairPin Design Lateral Load into Hair pin ..................................................... *.......... ............... 13.8 kips Lateral Capacity of Hai rPins=N*As*fs*COS(Alfa)............................................... 20.82 kips Pass Devel. Length of Hairpins................................................................................. 12 ft Page 2 Spread Footing FA -GIS Spread Footing Design Loading Data Dead Load: +( ki s Live Load: >;;$ ki s Uplift: EI kips Lateral '..'.kips Footing Data Soil Data Basic Allowable Soil Bearing Pressure: ....................................................... Depth Below Soil: 011M in .....aon Bearing Pressure increases...... ::......:.. Per Ft of De th <''��Q�'psf When Below: <€� in Per Ft of Width '<x####; psf When Wider than: ># ft Calculation Downward Forces DeadLoad+ Live Load ......................................................... Max. Soils Pressure.............................................................. Allowable Soils Pressure...................................................... ...................Check Punching Shear........... d(Bottom Steel)................................................................... bo=[w+(d/2)(2)14.................................................................. Pu=1.4DL+1.7LL.................................................................. Qu=Pu/D^2........................................................................... Page 1 ............. 4.38 kips ............. 273.75 psf ............. 1500 psf ............. 32.06 in .............. 160.25 in ............. 7.22 kips ............. 451.50 psf Pass Spread Footing Vu= Qu[D^2-((w+(d/2)2)/12)^2j......................................................................... 2.19 kips pc=UD............................................................................................................. 1.00 Vc=((2+4/0)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 1027.60 kips ......'................................................................................................................. 0.85 Vu<4Vc.......................................................................................................... 873.46 kips ...........Check Beam Shear One Way Action............ Qu.................................................................................................................... 451.50 Vu=Qu*(D-colwidth-2d)/2(D)............................................................................. -1.82 kips bw=colwidth+d.................................................................................................. 40.06 Vc=2(fc)^0.5(bwd)........................................................................................... 128.45 kips �Vc>=Vu............................................................................................ 109.18 kips ...........Check Bottom Reinforcement............ 8E-05 Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 627.1 ft-Ib/ft widtt Ku=Mu/(bd^2)................................................................................................... 0.92 psi p=(0.85fc((1-(1-2Ku/0.85fq)^0.5))/Fy.............................................................. 3E-05 As(required)=4/3pbd......................................................................................... 0.04 in2 As(actual)...............................:......................................................................... 1.2 in2 Uplift Forces DLof footing...............................................................:.................................... 7.20 kips skin friction to resist uplift................................................................................. 0.00 kips PartialSlab DL ................. ...... :......................................................................... 2.40 kips PartialGrade beam DL..................................................................................... 1.50 kips Resisting Downward force-Uplift....................................................................... 11.10 kips ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)........................................................:.......................... 15.29 kips Qu=Pu/D^2...................................................................................................... 955.69 psf Mu=Qu((D/2)12)/2............................................................................................ 1911.38 ft-Ib/ft d(Top Steel)..................................................................................................... 32.06 in Ku=Mu/(bd^2)................................................................................................... 2.79 psi p=(0.85f c((1-(1-2Ku/0.85f o)^0.5))/Fy.............................................................. 8E-05 As(required)=4/3pbd.......................................................................................... 0.11 in2 As(actual)......................................................................................................... 1.2 in2 As(min)=0.002bh.............................................................................................. 2.30 in2 As(top+Bottom)................................................................................................ 2.5 in2 HairPin Design LateralLoad into Hair pin................................................................................. 4.6 kips ,Lateral Capacity of HairPins=N*As*fs*COS(Alfa).............................................. 6.66 kips Devel. Length of Hairpins................................................................................. 12 ft Page 2 Pass Pass Pass Pass Pass Pass Pass Spread Footing 'PA -G C 9 Spread Footing Design Loadinq Data Dead Load: kki sLLive Load: $4kips U lif:'.**-*."--.'-!.--.T.--. kis kips � Footing Data Soil Data Basic Allowable Soil Bearing Pressure:............ Depth Below Soil: <><><€##01 in .....Soil Bearing Pressure Increases...... Ker Ft of Depth jjmpsf lWhen Below: `< in Per Ft of Width pQpsf lWhen Wider than: `##$ ft Downward Forces Dead Load+ Live Load....... Max. Soils Pressure........... Allowable Soils Pressure.... d (Bottom Steel).. bo= [w+(d/2)(2)14................ Pu=1.4DL+1.7LL................ Qu=Pu/D^2......................... Calculation .......................................................................... 4.06 kips .......................................................................... 1015 psf .......................................................................... 1500 psf Check Punching Shear....................... .......................................................................... 20.25 in ........................................................................... 113.00 in ........................................................... I.............. 6.78 kips .......................................................................... 1694.00 psf Page 1 Pass I % Spread Footing Vu= Qu[D^2-((w+(d/2)2)/12)^2]......................................................................... -2.61 kips Pc=UD............................................................................................................. 1.00 Vc=((2+4/0)(fc)^0.5)bod<=4((fc)^0.5)bod........................................................ 457.65 kips ....................................................................................................................... 0.85 Vu<4vc.......................................................................................................... 389.00 kips Pass ...........Check Beam Shear One Way Action............ Qu.................................................................................................................... 1694.00 Vu=Qu*(D-colwidth-2d)/2(D)............................................................................. -3.46 kips bw=colwidth+d................................................................................................. 28.25 Vc=2(fc)^0.5(bwd)........................................................................................... 57.21 kips �Vc>=Vu................................:........................................................... 48.625 kips Pass ...........Check Bottom Reinforcement......:..... Mu=QL^2/2=Q(((D-colwidth)/2)^2)/2................................................................. 376.4 ft-Ib/ft width Ku=Mu/(bd^2)........................................................................:.......................... 1.38 psi p=(0.85fc((1-(1-2Ku/0.85f 4)"0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................................................... 0.02 in2 As(actual).....................................................................•.................................... 0.4 in2 Pass Uplift Forces DLof footing .......................................... :........................................................... 1.20 kips skin friction to resist uplift................................................................................. 0.00 kips Partial Slab DL................................................................................................. 2.40 kips Partial Grade beam DL ..................................................... :................................ 1.50 kips Resisting Downward force-Uplift....................................................................... 5.10 kips Pass ...........Check Bottom Reinforcement............ Pu=0.9DL+1.3WL(uplift)...:............................................................................... 3.23 kips Qu=Pu/D^2...................................................................................................... 806.25 psf Mu=Qu((D/2)^2)/2.:.......................................................................................... 403.13 ft-Ib/ft d(Top Steel)..................................................................................................... 20.25 in Ku=Mu/(bd^2)................................................................................................... 1.47 psi p=(0.85fc((1-(1-2Ku/0.85fO)^0.5))/Fy.............................................................. 4E-05 As(required)=4/3pbd......................................................................................... 0.02 in2 As actual........:................................................................................................ 0.4 in2 Pass As(min)=0.002bh............... ................................................................................ 0.77 in2 As(top+Bottom)................................................................................................ 0.8 in2 Pass HairPin Design Lateral Load into Hair pin................................................................................. 0.1 kips Lateral Capacity of HairPins=N*As*fs*COS(Alfa)..............:............................... 6.66 kips Pass Devel. Length of Hairpins................................................................................. 12 ft Page 2 ENGINEERING AND PRODUCT DATA 0 STAR BUILDING SYSTEMS � � - "�•.• roti .. 4. . • • oil i' a o. >1- Y: , S 1 � i 1 AT - r- At .BUILDIN'- �o QWO ss►®��� � syffmws 9G r+ No. 70 MSM -99 � Crlv%V OF SEP 0 81997 -STRUCTURAL CALCULATIONS CUSTOMER WiD EZz s N Dusgp,�s S JOB NO. L TDEX PAGE NO. DATA SHEET DESIGN SUMMARY REPORT BUILDING SKETCH FRAME PROFILES AND REACTIONS _ - 1 �- SPECIAL DETAILS N $ SEISMIC C?.LCULATIONS SHADOW LOAD CALCULATIONS MEZZANINE CALCULATIONS RUNWAY BEAM CALCULATIONS SPECIAL CALCULATIONS COMPUTER GENERATED REPORTS R TECHNICAL DATA SEP 101997 $LATER & SON INC SEPTEMBER 8, 1997 D H SLATER & SON INC. 3753 MOREHEAD AVENUE CHICO, CA. 95928 (916) 893-3333 Gentlemen: STAR BUn DING SYSTEMS P.O. Box 830 Lockeford, CA 95237-0830 209-727-5504 FAX 209-727-5820 Subject:WIDELL INDUSTRIES INC. CHICO, CALIFORNIA JOB# 11661 This is to certify that material for the subject type structure has been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. This building is designed in general accordance with the 9th edition, AISC Steel Construction Manual and 1986 AISI Cold Formed Steel Design Manual with 1989 addendum. Star Building Systems is approved as a fabricator of steel buildings and their components by the International Conference of Building Officials Report No. FA -277 (Montecello, IA. Facility Report No FA -175). Approval is also granted as a Type 1 fabricator, License No. 1183, by the Department of Building and Safety of the City of Los Angeles, and as a certified plant by the City of Seattle, AISC-MB Quality Certified, and Canadian Welding Bureau Certification No. Y43. The fabricated metal building structural components for this building have been designed at the Lockeford, CA. Facility, and detailed at Lockeford, CA., or Sanluis Sonora, Mexico, and will be fabricated at Lockeford, CA., or Montecello, IA. (except structural components for L.A. City, or City of Seattle will be fabricated at Lockeford, CA.) This material, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. Cordially, STAR BUILDING SYSTEMS A, Robertson Ceco Company pi - [[[c n4i®i LJSIBAa _ 630-99 `v CFarrr,,, 12101 East Brandt Road, Lockeford, CA 95237 �`'NoR �' i • I Job No 97-1661 Star Building Systems Job No 97-1661 Engineering Services Engineer ADM ENGINEERING DESIGN CRITERIA Building Code Building End Use Dead Load Roof Collateral Load Fixed Service Equipment Designed Roof Live Load Ground Snow Load (Pg) Wind Load Classification of Building Wand Exposure Building Wind Seismic Load Seismic Zone Occupancy Import. Factor (I) Transverse Rw Longitudinal Rw Soil Site S3 Zone Factor Z Load Combinations THE UNIFORM BUILDING CODE 1994 Edition Machine Shop 3.50 psf Star Material 3.0 psf Ceiling None 20.0 psf (Purlins) 12.0 psf (Frames) 0.0 psf V = 80.0 mph Category V C All buildings designed as ENCLOSED [ [ZIC] /Rw) W 3 1.0 6.0 8.0 1.5 0.3 DEAD + FLOOR LIVE + ROOF LIVE (OR SNOW) DEAD + FLOOR LIVE + WIND (OR SEISMIC) DEAD + FLOOR LIVE + WIND + 1/2 SNOW DEAD + FLOOR LIVE + SNOW + 1/2 WIND DEAD + FLOOR LIVE + SNOW + SEISMIC DEAD + SEISMIC High Strength Bolt Tightening In accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" the turn of the nut method of tightening is recommended. i i _- - - - _________________________________________________________________ CDS:_ V23 ON: Fri Sep 5 AT 16:52:27 PAGE JOB: 11661a run01 BY: frambau' FOR:- STAR-Lockeford, CA ------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T BUILDING DATA SRLO 70-0 x 57-0 x 20-0 20-0 1-0:12 Bays: 28-0 29-0 Live Load: 12.00 psf Tributary Check: YES Building Code: UBC 1994 Roof Snow Load: 0.00 psf Wind Exposure Category: C Wind Load: 80.00 mph Seismic Zone: 3 Dead Load: 1.90 psf ------------------------------ Collateral ----------------- Load: 3.00 psf PANELS ----- Roof: SDR 26GA GALM ------- Wall: SDW 26GA WHITE ------- ------ --------- (DURA -RIB) (DURA -RIB) Elev. Length Member PURLINS ---- Side 1 & 2 :2@4.4044 5@5-0 1.1912 Bay Side Length Member Size Brace L Lap R Lap Bear # -----------------------------------------7--------------------------- (ft) Identification Locations Exten Exten Stiff 1 1 & 2 30.667 8.5Z80 PURLIN None S 0.000 3.188 C 2 1 & 2_ 29.000 8.5Z80 PURLIN None C 3.188 0.000 S Side 1 & 2 Anti -Roll Hdwe @ 8 STRUTS• SIDES 1 & 2 ---- 8.5E75 ES 1/12 @ Bays 1 & 2 BRACING ---- Roof: 1 bays rods Side 1: 1 bays rods Side 2: 1 bays rods (ft) (ft) (ft) Side 3:Frame Side 4: 1 bays rods SIDEWALL GIRTS --� SIDES 1 & 2 --- ( 8.5" Inset columns ) SEP Right: Type -I MEP Bay Elev. Length Member Size Brace L Lap R Lap # --------- (ft -in) --- -------------------------------7-------------------------- (ft) Identification Locations Exten Exten 1 7-4 30.667 8.5Z64 GIRT' None S 0.000 2.083 C 2' 7-4 29.000 8.5Z72 GIRT None C 3.188 0.000 S 1 13-4 30.667 8.5Z64 GIRT None S 0.000 2.083 C 2 13-4 29.000 8.5Z72 GIRT None C 3.188 0.000 S ENDWALL SIDE 3 ---- Non -Expandable Frame SRLO ENDWALL SIDE 4 ---- Bearing Frame (BF) SIDE 4 RAFTERS Mem Description Length Start End # ------------------------------------------------------------- Member Size Identification (ft) (ft) (ft) 1 W6X9 33.913 0.000 33.913 connections... Left: Type -II SEP Right: Type -I MEP 2 W6X9 33.913 33.913 67.826 connections... Left: Type -I MEP Right: Type -II SEP Type -I MEP = ( 8)-1/2" A325N bolts w/ 3/8" Moment End Plate Type -II SEP = ( 4)-1/2" A325N bolts w/ 3/8" Shear End Plate COLUMNS ----- ( 8.5" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts ---------------------------------------------------------------------- 1 W8X10 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 2 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 3 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33, 16.00 elev. 4 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33,16.00 elev. 5 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 6 W8X10 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. FRAMES ----- Type Span Live Wind Eave Bay Frame Lines SRLO 70.000 12.00/ 80.00 20.00/ 28.50 2, SRLO 70.000 12.00/ 80.00 20.00/ 14.00 1, FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 14-0 x 15-0 8.5C75 Ptd 4 3 2-0 t ---------------------------------------------------------------- • • CDS: V23 ON: Fri Sep 5 AT 16:52:27 PAGE 3 JOB: 11661a run01 BY: frambau FOR: STAR-Lockeford,CA ------------------------------------------------------------------------------- GIRTS ----- ( BYPASS ) Bay Elev. Length Member Size Brace L Lap R Lap # --------------------------------------------------------------------- (ft-in) (ft) Identification Locations Exten Exten 1 7-4 13.000 8.5Z57 GIRT None S 0.000 1.083 C 2 7-4 13.000 8.5Z57 GIRT None C 1.083 1.083 C 3 7-4 .18.000 8.5Z57 GIRT None C 1.083 1.083 C 4 7-4 13.000 8.5Z57 GIRT None C 1.083 1.083 C ,5 7-4 13.000 8.5Z57 GIRT None C 1.083 0.000 S 1 .13-4 13.000 8.5Z57 GIRT None S 0.000 1.083 C 2 13-4 13.000 8.5Z57 GIRT None C 1.083 1.083 C 3 13-4 18.000 8.5Z57 GIRT None C 1.083 1.083 C 4 13-4 13.000 8.5257 GIRT None C 1.083 1.083 C 5 13-4. 13.000 8.5Z57 GIRT None C 1.083 0.000 S 1 17-0 13.000 8.5Z57 GIRT None S 0.000 1.083 C 2 17-0 13.000 8.5Z57 GIRT None C 1.083 3.083 C 3 17-0 18.000 8.5Z64 GIRT None C 2.083 2.083 C 4 17-0 13.000 8.5Z57 GIRT None C 3.083 1.083 C 5 17-0 13.000 8.5Z57 GIRT None C 1.083 0.000 S COLUMNS ----- ( 8.5" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts ---------------------------------------------------------------------- 1 W8X10 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 2 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 3 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33, 16.00 elev. 4 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33,16.00 elev. 5 WlOX12 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. 6 W8X10 0.375" BP thk w/(2)-0.750" A307 Flange Brace @ 7.33, 13.33 elev. FRAMES ----- Type Span Live Wind Eave Bay Frame Lines SRLO 70.000 12.00/ 80.00 20.00/ 28.50 2, SRLO 70.000 12.00/ 80.00 20.00/ 14.00 1, FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 14-0 x 15-0 8.5C75 Ptd 4 3 2-0 t i SHEET 4 JOB NO. 11 C I DATE o COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions 2. List of load combinations used for design SPECIAL NOTES: NOTE#1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation determined by foundation engineer. NOTE#2: Earthquake load includes 3Rw/8 factor unless noted. 13'4 7'4 cn 0 m A V 71UMON3 0. OL Ole[ 0181 0,61 0,61- "J w t7 L inZ u L CT) 0 M fl - V-% m O 12 U) U) 1.0 -6 Vl% co Of LO 3 Ex I uj CE Of Ln c L —1 0 0 Q) U) 0 E -0 z u 0 ENDWALL 3 3: 3 Q) — X -Q +, :5 0 d m 0 --) 0 13'4 7'4 cn 0 m A V 71UMON3 0. OL Ole[ 0181 0,61 0,61- "J w A t7 L L CT) fl - V-% m 12 IL 1.0 A s t7 L L fl - V-% 12 1.0 Vl% Ex I Of Ln 0 cr 70'0 U LO fo L w Q) 0 u 0 ENDWALL 3 3: 3 0 CL s rn Lzl CJI 1- J W li :i I-•� = U7, J Li W u \i —1 1�1 Uj LJ Ld 2 '••l CL 1 LLI = - i l � F-- ,•-� I I I 111 :- irl U-1,1 ' J -� I El 17 - LLI .�LLJ I.•J U-1 1 :{ II LL Q) ................... , •LAJ W I "•.. '•. 1 L's LL: Lj ................... {•J i ri U71LLJ ................... Lij J r,1 ., is-1 M�i ''43 L.1..1 ill LI.I ,J i r : i.l' : � ,.. '. •.. :: :: Ili _'` —1 ............. It i —LLJ W u W_ _I ... _... 3 _... Y.............. . ... ..... F— LL u _ IJ Ii _ ..........::.................................._........ . .... :::.................. ................. .. `W lij IT i•• CL J 1 `fit .= W17, i .•�1 i � rl 1--1 •:;t- I::L':: �r. �� . I, .,J -.: .,.:... ................. [I : .................�•; �•. :T LL ~. (TJ i ... ...... ... �.. -------------- -------- DATE OF DESIGN RUN: 08/25l���� 14HR 58MIN 47SEC User: mcaf4rey STORED FRAME DETAIL DATA ELEMENT: /export/home/mcaffrey/jobs/91661a/x02L.2 User Id ... mcaffrey Run Name =..� job Name 11661a File Name x02L.2 **************************************************************** FRAME SHAPE ...'.,...,.w..SYMMETRICAL FRAME WIDTH (FT.) ........ 35. 000000 LS EAVE HEIGHT (FT.) ,.,.. 20.000000 HS EAVE HEIGHT (FT.) 0.000000 ROOF SLOPE (IN.) ........, 1.0000 HORZ. PURLIN SPACE (FT.) . ().000000 GAY SPACE (FT.) .....,.'.' 17.500000 NUM. OF INTERIOR COLUMNS.. 0 RPF -TER - RAFTER KNEE DEPTH !IN.) .. 25.0000 RAFTER PEAK DEPTH (IN.) .. 11.0000 PURLIN DISTANCE (IN.) '.'. 8.5000 PURLIN DEPTH (IN.) 8.5000 .'.-... LOW SI --,!E COLUMN. CnLLMN.BASE DEPTH (IN,) .. 12.0000 COLUMN KNEE DEPT�' (IN.) .. () 27.NJ0 , STAR Bi.3-ILDING BYSTEMS S. 1-35 OKLAHOMA C'-i..v.,� •�Oii 11661 SRL.O 70 1'2/ 17.-x,-0 5 20/17.CL i FILE 91661aL. #ra .:iOINT REACTION AND LOAD SCHEMATIC DATE; 8/25/97 PAGE ALL. REACTIONS ARE i N KIPS OR KIP—FEET r N�----- 3 ........... ] 4 •. DINT NUMBERING ................ ............... ................ 21 Lwe Load fL!) 3.5 5 ....................... ................ 1. 1 071 2.0 _.0 1) Dead Load (DL) .......................................... ....................... !-:L i Dollateral Load t C:OLL i .......... 1 1. 0.3 0. :::i. Lona Earth Quake CLEW 5) WERAL SEISMIC is E I ) STAR BUILDING SYSTEMS �O S. I-35 SRLO 70 12/17.38 20/17.5 INT REACTION AND LOAD SCHEMATIC ___________________ � ALL REACTIONS ARE IN KIPS OR KIP -FEET '-'--'-'-'-'--`--`--`-`. , 9.7 ~-- 4 � � 1. . 9.6 ' (. 6) Wind Arrav } WA1) BASIC LOAD DAT,-) OEAD LOAD 1.97 PSF COLATERAL 3.00.PSF LIVE LOAD a2.00 PSF OKLAHOMA JOB 9166la CL l FILE i66la2.fra DATE: 8,25/97 PAGE USER SUPPLIED LCADS I J TYPE DIST LOAD XL _---'_________--____--____-______-___-- NO. --------------------- I J T`/PE DIST LOAD XL l-SE! 2 1 6-LEQ 0.0 1.2 0.0 3-WA2 1 2 CONC 0,0. 9.1 0.0 5-WA2 4 5 CONC 0.0 9.1 0.0 7-LEQ 1 `2 CONC 0.0 5.4 0.0 9 -LB] 4 . 5 CONC 0-0 . '5.4 ' 0.13 L�D�111ElNATIONS USED FOR FRAME DESIG"...'.. ------------ _____________ l) DL ' 2) LL 3) COLL 4) DL+LL+COLL , 5> DL+LEQ 6) DL+COLL+L0-.i 7) 0.85 DL+LE� . ' 8) DL+LATERAL SEISMIC 9) DL+WA1 10) DL+WA2 11) DLfCOLL+WAS,12) DL+CCLL+WA2 ^ 7) Mind Arrav 2 (WAY -------------------------------------- __________________NO. NO. I J TYPE DIST LOAD XL �___________________ 2-WA2 1 2 CONC 0.0 6.7 0.0 4-WA2 4 5 0'0 6.�� 0.0 6-LEQ 1 2 CONC 0'0 3.5 0.0 8-LEQ 4 5 CONC 0.0 3.5 0.0 I .:T 71: cl: Ld Lo LL- :ae: LJ 1,� L j7,j� f-1 0 CD L.L LLJ L.Li ................. I .................. E: ....................... St I * .................. ...................... :x: U-) X SA' ti ti............... V. V. . .......... . . . . . . . . . . . HT LLJ L.Li ................. I .................. E: ....................... St I * .................. FRAME DESISN 1 FRAME DETAIL INFUT WFANSION DA w OF DESIGN FUN: :8125/'9: _ HR 34hiIN 18SEC a r ^ ��se:,r� rnc�,T � rey STORED FhAP1c DETAIL DATA E.L_EI`'iEhlT. :i:.. r W � :.. r :• :n :;::}t .;t tr; :.... ,i; " yt :r r r � `t< r' :T:.;: > :•i::� y:. :it . , ':• ri; .y::it :;: ;it ;: tk W rit :;• ;{t •�' :�; �; :{t ;:; 'ti W T •..' s• L � _ r _ - . i . tii':: �-L.'f• .. /f IlJ{tlt. 11iL <_iT ..0"l_'. I.rLJ S. rj . r •- r �tJC: ... ca! .. i.1�L. J User id y Run Name job Name. `!66 a` File lt_ "1ie .. x01L. Z i' .. , r )ii :: `�• w )if .w � .v Jr .. r r ir i . r . ii i . r . dr w .ls .. r .: � :. e . r : Jr w ,L .:. ,4 w Jr .r fir W J..r Ih w .L .� yk w Jr +. � W FR ^ W IDT^ ) 5.00;010 35.000000 FRAMESHAPE..--..........SYMMETRICAL r ........ 'rlElriHT (FT.) 20.000000 HS E=;VE HEIGHT (FT.) 0.000000 __. E:;V::: ...... ROOF SLSFE (r N.) 1.0000 ^Qrt . r Lr _y rSrA:E (F T.) 0.000000 DAY SPACE (FT.) 34.380001 `•li. M . OF INTERIOR COLUMNS. o 0 ......... RAFTER _i ER <<: NEE DE `; i (IN.) 34 ..ii: 00 RAFTER PEAK DEPTH (IN.) 00 14.0000 PURL IN Di STAIi•dCE i IN. Y 8.5000 PURLIN DEPTH (IN.) 8.5000 L M SIDE CJLU1' .N .: - C'DL.,_ MN BASE DEPIN (IN.) .. 12.0000 C OLUIMIN 041EE DEPTH . I N .. .. W 0000 GIRT DISTANCE A`•.f. S.5000 GIRT DEPTH (IN.) 8.500,C) r 4L.7 •. L_J n NOTES' 4 STAR BUILDING SvSTEMSS. I-35 OKLAHOMA CITY, JOB 91661a SRLO 70 12/17.38 20/34. CL 2 FILE 91661a1.fra JOINT REACTION AND LOAD SCHEMATIC DATE� If =/97 PAGE U ALL REACTIONS ARE IN KIPS OR KIP -FEET .-..'-'''3-`-. 2---'- -`'--`-'.5 � ! 1 4 JOINT NUMBERING '--'--'--'-'--`--`--`--`. � 9.4 � | ^ 14.4 104 2) Live Load (LL) '''--'................ ................ `-................ ! � 5.4 � ^ � + 3.5 ' 3.5 4) Lona Earth Quake (LED) ''''''''--'1i.'--''----''- ��'''� �����.�..........'..'..'''..... .............................. ! � -'`~ ~-- 2.1 � 2.1 3.6 �3.6 11 Dead Load (OL)' �...'..'.`.''. ..�i.'��'''��'��'''�' ���'��'��'''���.'..'''..'..'..'. ! � | -'--'--'-'--`--`--� � '- � -'~~ �-- 2.3 � 2.3 � �: 3.6 3.6 3) Collateral Load (COLL) / `+ / ` ' . _-'~-'--``-` 1 '---.--`--`. � !| 5) LATERAL SEISMIC (SEI) STAR BUILDING SYSTEMS SiS Sm. 1'"-35 OKLAHOMA C. T'�1�7 � 30B 9166la SRL O 70 12/17.32 17..=x2 20/34. � '_o CL � FILE 91663ai ria 30I NT REACTION AND LOAD SCHEMATIC ATE: 8/5/9 7 PAGE l?j ALL REACTIONS ARE IN KIPS OR KIP—FEET —~--~�----- 1 ' . r, _ . 1 18. 9 14. +_+ 63 Wield Arr-'a1.:1 1 (haul) BASIC LOAD DAK.',- .. _.iiiD LOAD 1.97 r.SF COLATERAL 3.00 PSF LIVE LOAD .12.00 r L:; r USER SUPPLIED LEADS NO.. --------------------------------------- 1 J TYPE D:I:ST LOAD, XL ?_ WA2 1 2 J*.:',Oj\lC i:;. +_i 9.1 0.0 5-WA2 4 J ..,ONC 0.0 9.1 0.0 7. LE'... 1 2 ..:0NC 0.0 5.4 0.0 9—LEQ 4 5 .:CONC 0.0 5.4 0.0 IPSA' IDNE USED FOR FRAME D=`.^:_i •. ----------------- _. Ji. _;) LL. °) ,DL_ LL+COL'.. DLLE •; I_ L+L '+-C OU--+- I___ Q :,) L+L.+L_ATE RA .. SEISMIC ) DL.+WA i 10) DL+WA2 _.. DL+COLL+WRi 12) DL. COLL-+-WA . c -•a- 1 C+.:_ + 1 10. s 23.2 23.2 4 Y ------------------ NO. 1 J TYPE —WA2 _ 2 CONC —WA2 4 C CO PLIC Cul C rr, 5 CONC ---- DIST LOAD Xi_ -------------------- 0.0 6.7 0.0 6.7 0.10 0.0 J.J 0. tf .0 0 — - J . ,J ti , ;,i ***** MAIN BUILDING SIDE 4 ENDWALL COLUMN DESIGN ***** (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP NUM --- D ------ L C Star Building Systems, OKC, OK User: mcaffrey Page: 13 Shell Design Program -.Version V23 S Job Number: 91661a Design Summary Report run01 Date: 08/25/97 Manufacturing Plant - ------------------------------------------------------------------------------- Lockeford, CA Start Time:. 15:26:04 ***** MAIN BUILDING SIDE 4 ENDWALL COLUMN DESIGN ***** (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP NUM --- D ------ L C W+ W- E+ E- 1 0.424 ------ 1.433 ------ 0.268 ------ -2.193 ------ -2.193 ------ 0.000 ------ 0:000 V 0.004 0.024 0.005 -0.037 -0.037 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY 2 0.739 3.069 0.575 -10.517 -10.517 -4.416 -4.416 V 0.000 0.000 0.000 -2.081 2.243 0.000 0.000 HX 0.000 0.000 0.000 -3.610 3.610 -2.590 2.590 HY 3 0.885 3.897 0.730 -11.393 -11.393 -4.200 -4.200 V 0.000 0.000 0.000 -2.618- 2.816 0,.000 0.000 HX 0.000 0.000 0.000 -3.610 3.610 -2.590 2.590 HY 4 0.885 3.897 0.730 -5.538 -5.538 0.000 0.000 V 0.000 0.000 0.000 -2.618 2.816 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY 5 0.739 3.069 0.575 -4.361 -4.361 0.000 0.000 V 0.000 0.0.00 0.000 -2.081 2.243 0.000 0.000 HX 0.000 0.000 0.000' 0.000 0.000 0.000 0.000 HY 6 0.424 1.433 0.268 -2.193 72.193 0.000 0.000 V 0.004 0.024 0.005 -0.037 -0.037 0.000 0.000 HX 0.000 0.000 0.000 0.000 0.000 0.000 0.000 HY V=VERTICAL HX=HORIZONTAL MAJOR AXIS HY=HORIZONTAL MINOR AXIS IN KIPS Star Building Systems Job No 97-1661a Engineering Services -Engineer ADM Date 8/25/97 ---Building -a----------------- SEISMIC -LOADS ---------------Page --------��------- Building Code: UBC 94 EXP C Seismic Zone 3 Z = 0.30 I = 1.00 ------------- LATERAL DIRECTION S = 1.50 Rw= 6.0 Calculation of Seismic Weight (W) COLLATERAL LOAD ( 3.Opsf)( 70.Oft)(37.6ft)/1000. = 7.9 Kips ROOF PANEL ( l.Opsf)( 70.Oft)(37.6ft)/1000. = 2.8 Kips WALL .PANEL ( 1.0psf) ( 37.6ft) (20.Oft) /1000. = 0.8 Kips SECONDARY FRAMING = 3.3 Kips FRAME = 2.9 Kips TOTAL WEIGHT (W) = 17.6 Kips Calculation of Period (T) and Shear Coefficient (C) T = 0.035 * (h)�.75 = 0.035 *( 21.5) 75 = 0.349 sec C = 1.25 * S / (T�.667). = 3.78 > 2.75 C=2.75 Calculation of Shear (V) : -------------------------- V = ZICW/R = (0.30 )(1.0)(2.75)(17.6)/( 6.0) = 2.42 Kips Design connections for 3Rw/8 times base shear Vc = (3.0)*(6.0)/(8.0) * 2.42 = 5.46 Kips Which is less than the total wind force P = 7.02 Kips LONGITUDINAL DIRECTION S = 1.50 Rw= 8.0 Calculation of Seismic Weight (W) --------------------------------- COLLATERAL LOAD ( 3.Opsf)( 70 -.Oft)( 60.Oft)/1000. = 12.6 Kips BUILDING WEIGHT = 21.3 Kips TOTAL WEIGHT (W) = 33.9 Kips Calculation of Period (T) and Shear Coefficient (C) --------------------------------------------------- T = 0.020 * (h)�.75 = 0.035 *( 21.5).1.75 = 0.199 sec C = 1.25 * S-/ (T�.667) = 5.49 > 2.75 C=2.75 Calculation of Shear (V) : ---------------- --------- V = ZICW/R = (0.30 )(1.0)(2.75)(33.9)/( 8.0) = 3.49 Kips Design braced frames (vertical bracing) for 3Rw/8 times base shear Vc = (3.0)*(8.0)/(8.0) * 3.49 = 10.47 Kips Which is less than the total wind force P = 14.00 Kips • • Star Building Systems, OKC, OK User: frambau Page: Shell Design Program - Version V23 Job Number: 11661a Design Summary Report- run01 Date: 09/05/97 Manufacturing Plant - Lockeford, CA Start Time: 16:51.36 ----------------------------------------------------------------- ***** MAIN BUILDING ROOF STRUCTURE DESIGN ***** ROOF STRUCTURE DESIGN SUMMARY Main Code Requirements Per : Uniform Building Code 1994 Edition Secondary Windforce-resisting system per Uniform Building Code 1994 Edition Supporting Design Manuals: Allowable Stress Design AISC ninth edition 1989 Cold -Formed Steel Design AISI 1986 edition with 1989 Addendum Endframe inset side 3 : 1.000 ft Endframe inset side 4 : 1.000 ft Clear overhang side 3 : 3.000 ft Clear overhang side 4 : 0.000 ft Eave height (feet)..." Highest point on this slope (feet) 20.000 ............................... Horizontal distance to highest point (feet).............. ... 22.917 35.000 Slope(rise:12)..................................................... Purlin depth (inches) 1.000 ......................................... ...... Roofpanel type ...................................................... 8.500 Roof system option. SDR26 ................................... Superimposed dead load to secondary (psf) STANDARD ............................ Collateral load to secondary (psf)...................... 1.000 3.000 Snow exposure factor (Ce) -- Normal snow exposure ................... 0.700 Importance factor snow (I) -- Normal Building Category .............. 1.000 Snow slope factor (Cs) -- Slippery roof surface .............. 1.000 Sloped roof snow load Ps = Cs*Pf (psf)...................... 0.000 Design roof snow load used (psf)............................. 0.000 Roof live load entered (psf) w/ tributary area check requested...... 12.000 Design roof live load used (psf)............................ 20.000 Roof purlin deflection limit for Live loading conditions............ L/150 Roof purlin deflection limit for Snow loading conditions............ L/150 Roof purlin deflection limit for Wind loading conditions.:.......... L/120 Roof purlin deflection limit for Gravity loading conditions......... L/150 Roof purlin deflection limit for Uplift loading conditions.......... L/120 Roof panel deflection limit for Live loading conditions ............. L/150 Roof panel deflection limit for Snow loading conditions ............. L/150 Roof panel deflection limit for Wind loading conditions ............. L/120 Roof panel deflection limit for Gravity loading conditions.......... L/150 Roof panel deflection limit for Uplift loading conditions........... L/120 Design wind load for cladding and secondary (mph) ................... 80.000 Importance factor wind (I) -- Normal Building Category .............. 1.000 Reference height for roof°wind design (feet) ........................ 21.458 Edge strip Z distance at eave (feet) ............................ 5.700 Edge strip Z distance at rake (feet) ............................... 5.700 Edge strip Z distance at peak (feet) ................................ 5.700 Fully Enclosed Building, Normal Building Category, EXPOSURE C Representative wind loading to roof structure using A 100 sq.ft. loaded area individual member loads may vary according to actual tributary loaded areas Suction. ................. Cq= -1.00 P= -18.819 psf Suction at eave edge strip.......... Cq= -1.50 P= -28.229 psf Suction at peak edge strip......... Cq= -1.50 P= -28.229 psf Suction at rake edge.strip......... at Cq= -1.50 P= -28.229 psf Suction at peak edge in end zone... Cq= -1.50 P= -28.229 psf Suction in corner region at eave... Cq= -1.50 P= -28.229 psf Suction in corner region at peak... Cq= -1.50 P= -28.229 psf Fully Enclosed Building, Normal Building Category, EXPOSURE C Representative wind loading.to roof cladding using A 1 sq.ft. loaded area Suction ............................ Cq= -1.30 P= -24.465 psf In overhang, Nornial Building Category, EXPOSURE C Representative wind loading to roof structure using A 10 sq.ft. loaded area individual member loads may vary according to actual tributary loaded areas Suction at eave edge strip......... Cq= -2.30 P= -43.284 psf Suction at peak edge strip......... Cq= -2.30 P= -43.284 psf Suction at rake edge strip......... Cq= -2.30 P= -43.284 psf Suction at peak edge in end zone.... Cq= -2.30 P= -43.284 psf Suction in corner region at eave... Cq= -2.30 P= -43.284 psf Suction in corner region at peak... Cq= -2.30 P= -43.284 psf Suction. ................. Cq= -1.30 P= -24.465 psf Suction at eave edge strip......... Cq= -2.80 P= -52.693 psf Suction at peak edge strip.....:.... Cq= -2.80 P= -52.693 psf Suction at rake edge strip......... Cq= -2.80 P= -52.693 psf Suction at peak edge in end zone... Cq= -2.80 P= -52.693 psf Suction in corner region at eave... Cq= -2.80 P= -52.693 psf Suction in corner region at peak... Cq= -2.80 P= -52.693 psf In overhang, Normal Building Category, EXPOSURE C Representative wind loading to roof cladding using A 1 sq.ft. loaded area Suction ............................ Cq= -1.30 P= -24.465 psf Suction at eave edge strip......... Cq= -2.80 P= -52.693 psf Suction at peak edge strip........ Cq= -2.80 P= -52.693 psf Suction at rake edge strip......... Cq= -2.80 P= -52.693 psf Suction at peak edge in end zone... Cq= -2.80 P= -52.693 psf Suction in corner region at eave... Cq= -2.80 P= -52.693 psf Suction in corner region at peak... Cq= -2.80 P= -52.693 psf Star Building Systems, 0 OK User: Shell Design Program - Von V23 rambau Page: Job Number: 11661a. Design Summary Report run01 - Date: 09/05/97 Manufacturing Plant.- Lockeford, CA ----------------------------------------------------------------------- Start Time: 16:51:36 ***** MAIN BUILDING ROOF STRUCTURE DESIGN ***** (CONTINUED) P A N E L A N A L Y S I S LOAD COMBINATIONS 1) D + L 2) D + W- WHERE D = DEAD LOAD L = LIVE LOAD W- = WIND LOAD AS AN OUTWARD ACTING SUCTION ** CONTROLLING ** ----------------------------------------------------------- PANEL CROSS-SECTION COMB CHECK RATIO ROOF PANEL INTERIOR ZONE THRU-OUT BEGINNING AT EAVE ----------------- TO PEAK 2 DEFLECT 0.632 ** CONTROLLING ** ----------------------------------------------------------- • PANEL CROSS-SECTION COMB CHECK RATIO ROOF PANEL IN EDGE STRIP THRU-OUT BEGINNING AT EAVE ----------------- TO PEAK 2 BENDING 0.649 S E C O N D A R Y D E S I G N LOAD COMBINATIONS 1) D + C + L 2) D + W- WHERE D = DEAD LOAD C = COLLATERAL LOAD L = LIVE LOAD W- = WIND LOAD AS AN OUTWARD ACTING SUCTION TYPICAL ROOF PURLIN DESIGN (LEVEL 4) Span Length Member, avg spacing Bearing Controlling Conditions No. ---- (feet) & Lap Lengths (feet) StifReq ------------------------.------ Combination & Check Ratio L_E - ---------- 3.667 8.5Z80 5.000 ------------------------- 1 0.563 crippling 1 L/ 77 deflection 1 27.000 8.5Z80 5.000 2.8958 1 0.972 shear+bending 1 L/ 285 deflection 2 28.000 8.5Z80 5.000 2.8958 1 0.951 shear+bending 1 L/ 193 deflection RE 1.000 8.5Z80 5.000 1 0.794 crippling 1 L/ 49 deflection Total line design weight is. 268.3 lbs. 0 Star Building Systems,, OKC, OK User: frambau Page: Shell Design Program -.Version V23 Job Number: 11661a Design Summary Report run01 Date: 09/05/97 Manufacturing ------------------------------------------------------------------------------- Plant - Lockeford, CA Start Time: 16:51:37 ***** MAIN BUILDING ROOF STRUCTURE DESIGN ***** (CONTINUED) S E C O N D A R Y D E S I G N LOAD COMBINATIONS : 1) D + C + L 2) D + W- WHERE : D = DEAD LOAD C = COLLATERAL LOAD L = LIVE LOAD + W- = WIND LOAD AS AN OUTWARD ACTING SUCTION PURLIN IN EDGE STRIP AT EAVE (LEVEL 2) Span Length Member, avg spacing Bearing Controlling Conditions No. ---- (feet) & Lap Lengths (feet) StifReq ---------------------------------- Combination & Check Ratio LE ------- -4---2S0— 8.5Z80 4.404 �6b ------------------------- 1 0.498 crippling 1 L/ 87 deflection 1 27.000 8.5Z80 4.404 2.8958 1 0.860 shear+bending 1 L/ 322 deflection 2 28.000 8.5280 4: 404 2.8958 1 0.841 shear+bending 2 L/ 198 deflection RE 1.000 8.5Z80 4.404 1 0.703 crippling 2 L/ 51 deflection Total line design weight is 268.3 lbs. PURLIN IN EDGE STRIP AT PEAK (LEVEL 8) Span Length Member, avg spacing Bearing Controlling Conditions No. ---- (feet) & Lap Lengths (feet) StifReq ---------------------------------- Combination & Check Ratio LE LE ------- 4---215"0 8.5Z80 3.691 ------------------------- ------------------------- 1 0.420 crippling 3,66 1 1 L/ 103 deflection 1 27.000 8.5Z80 3.691 2.8958 1 0.726 shear+bending 1 L/ 382 deflection 2 28.000 8.5280 3.691 2.8958 1 0.710 shear+bending 2 L/ 238 deflection RE 1.000 8.5Z80 3.691 1 0.593 crippling 2 L/ 61 deflection_ Total line design weight is 268.3 lbs. PURLIN SPACING : 2@ 4.404'1 5@ 5.0001, 1@ 1.191' PANEL SUPPORTS : 8 INCLUDING EAVE STRUT PANEL ENDLAPS @ 1 8 ANTI -ROLL HDWE @ 8 PONDING PURLINS --- NOT REQUIRED Star Building Systems, OKC, OK • User: frambau Page: Shell Design Program - Version V23 Job Number: 11661a Design Summary Report run01 Date: 09/05/97 Manufacturing Plant - Lockeford, CA Start Time: 16:51:41 ------------------------------------------------------------------------------- ***** MAIN BUILDING SIDEWALL STRUCTURE DESIGN ***** SIDEWALL STRUCTURE DESIGN SUMMARY Main Code Requirements Per : Uniform Building Code 1994 Edition Secondary Windforce-resisting system per Uniform Building Code 1994 Edition Supporting Design Manuals: Allowable Stress Design AISC ninth edition 1989 Cold -Formed Steel Design AISI 1986 edition with 1989 Addendum Eave height (feet) ................................................... Girt depth (inches) 20.000 ................................................. Frame column inset (inches) ......................................... 8.500 8.500 Wallpanel type ..................................................... SDW26 Girt type option .................................................... Base.type option BYPASS .................................................... Wall girt deflection limit for Wind loading conditions .............. STANDARD L/ 90 Wall panel deflection limit for Wind loading conditions ............. L/ 90 Design wind load for cladding and secondary (mph) ................... 80.000 Importance factor wind (I) -- Normal Building Category .............. 1.000 Edge strip Z distance at corners (feet) ............................. 5.700 Fully Enclosed Building, Normal Building Category, EXPOSURE C Representative wind loading to wall structure using A 100 sq.ft. loaded area individual member loads may vary according to actual tributary loaded areas Pressure ............................ Cq= 0.90 P= 15.646 psf to 15.000' P= 16.679 psf to 20.000' P= 17.564 psf to 25.000' Suction. ..... .............. Cq= -0.90 P= -16.937 psf Suction at wall corner region...... Cq= -1.20 P= -22.583 psf Fully Enclosed Building, Normal Building Category, EXPOSURE C Representative wind loading to wall cladding using A 1 sq.ft. loaded area Pressure.... ............. ........ Cq= 1.20 P= 20.861 psf to 15.000, P= 22.238 psf to 20.000' P= 23.419 psf to 25.000' Suction ........Cq= -1.20 P= -22.583 psf Suction at wall corner region...:.. Cq= -1.50 P= -28.229 psf P A N E L A N A L Y S I S LOAD COMBINATIONS 1) W+ 2) W - WHERE : W+ = WIND LOAD AS AN INWARD ACTING PRESSURE W = WIND LOAD AS AN OUTWARD ACTING SUCTION ** CONTROLLING ** PANEL CROSS-SECTION COMB CHECK RATIO --------------------------------------------- ----------------- PANEL WITHIN CORNER EDGE REGION ELEVATION 0.000' TO 20.000' 2 DEFLECT 0.958 ** CONTROLLING ** PANEL CROSS-SECTION COMB CHECK RATIO ---------------------------------------------------------- ----------------- PANEL IN INTERIOR ZONE THRU-OUT ELEVATION 0.000' TO 20.000' 2 DEFLECT 0.767 Star Building Systems, OKC, OK User: frambau Page: Shell Design Program - Version V23 Job Number: 11661a Design Summary Report run01 Date: 09/05/97 Manufacturing Plant - Lockeford, CA ------------------------------------------------------------------------------- Start Time: 16:51:41 ***** MAIN BUILDING SIDEWALL STRUCTURE DESIGN ***** (CONTINUED) S E C O N D A R Y D E S I G N LOAD COMBINATIONS : 1) W+ 2) W - WHERE : W+ = WIND LOAD AS AN INWARD ACTING PRESSURE W- = WIND LOAD AS AN OUTWARD ACTING SUCTION GIRT LEVEL 1 (TEMPLATE) ELEVATION 7.333' Span Length Member, avg spacing Bearing Controlling Conditions No. ---- -(feet) . . & Lap Lengths (feet) ---------------------------------- StifReq Combination & Check Ratio LE 3.66 8.5Z64 6.667 ------- ----=-------------------- 1 0.766 crippling 2 L/ 52 deflection 1 27.000 8.5Z64 6.667 2.8958 2 0.992 shear+bending 2 L/ 209 deflection 2 28.000 8.5Z72 6.667 2.0000 2 0.953 shear+bending 2 L/ 194 deflection RE .1.000 8.5Z72 6.667 1 0.653 crippling 2 L/ 49 deflection Total line design weight is 212.1 lbs. GIRT LEVEL 2 (TEMPLATE) ELEVATION 13.333' Span ' Length Member, avg spacing Bearing Controlling Conditions No. ---- (feet) & Lap Lengths (feet) ---------------------------------- StifReq Combination & Check Ratio LE 3.66 8.5Z64 6.250 ------- ------------------------- 1 0.723 crippling 2 L/ 54 deflection 1 27.000 8.5Z64 6.250 2.5000 2 0.988 shear+bending ' 2 L/ 218 deflection 2 28.000 8.5272 6.250 .1.5000 2 0.966 shear+bending 2 L/ 203 deflection RE 1.000 8.5Z72 6.250 1 0.615 crippling 2 L/ 52 deflection Total line design weight is 209.1 lbs. TEMPLATE AVERAGE PRESSURE SUCTION HIGHEST LEVEL ----- GIRT LEVEL ELEVATION SPACING -------------------------- MAX LOADING MAX LOADING CK.RATIO 1 use# 1 7.333ft 6.667ft ----------------------------- 15.646 psf -16.937 psf 0.992 2 use# 2 13.333ft 6.250ft 15.646 psf -16.937 psf 0.988 Star Building L Systems. 01162%23 ^ er. ffr=y p ages ._ Shell resign Program - 9lbbla IIIjob Number: Design 'Summary Report run0l Laren 08/25/97 Manufacturing Plant - Lockaford, CA Start Time: 13:3:55 ------------------------------------------------------------------------------- RTxj* MAIN BUILDING LONGITUDINAL BRACING DESIGN STRUT LOADING AND FORCE TRANS.IISSION Main-Windforce--resist ing system per". Uniform Building Code !T94 Edition .....50"�- _tt'i~ ...•ilk E r.i'i.:.,ii (Side 3 endw ll is windward endwall 80 mph ~lain framing wind load and coefficients Fully Enclosed Building, Normal Building Category, EXPOSURE C Windward wall . _ ........ „.... , ...... Cg•= 0.80 r= 13.907 to 15. G00� psf " ^= � n rr��1r 1'i'. O�.t.7 psf 1:..: 20. 0001 F= 15.613 psf to 25.0001 Leeward wa:1........ ............. Cg= -0.50 ^= -9.758 psf ^r•tF:..:--6 •;::of Panel nas a unit diaphragm capacity of 160 r1 Loral:... External loading '•lira via'la a'•:• a 1 b_e strut no. spans applied to strut line R.bracing diaphragm diaphragm SIDE _aa 1 1.564 TOTAL X 1.00 - 1.564 _ 0.930 @ FRAME .E ...lNL 0.63 @ FRAME _INE 3 _ 3. i;c.; ..'" Transfered = 7.492 7.492 0.000 -. 3.3V TOTAL .l 1.00 = 3.31;�) 1.97' 0 FRAME LINE _ 1.337 t:J rnryMC _lia•IE J4.176 q i i3.0001 1 ransfered = 4. 1 f b 4:176 0.600 0.000 3 4.176 TOTAL. X 1.00 = 4. i 70 2.500 @ FRAME LINE i 1.676 @ FRAME LINE 3 18.0009 Transfered = 0.000 0.006 0.00.,-) 4 4.176 TOTAL ; 1.00 = 4.176 r'.:.E Iw 1 1 2.500 @ FRAME 1.671 @ FRAME LINE 33' I ransferec = 4.176 4.176 0.000 0.000 1.97=' @ FRAME LINE 1 1.337 @ FRAME LINE 3 13.0009 Tr,ansfered = 7.492 7.492 0-000 0.00-01 s 1 E 1. _.. 1.564 TOTAL .a 1.00 = 1.564 0.930 '.--`. FRAME _INE _ 0.634 @ FRAME LI`•iE 3 5DW26 Wall E=.i^'ei has c unit diaphragm capacity o f 16o p if Br tea..... External loading ,via via available 1 l_ strut no. spans applied to strut line Kbracing diaphragm diaphragm 20.000, Transfered = 9.057 9.057 i _ 00 0.00:-.. kips kips kip= kips Bract_: External loading via via available J_ ,,.a o strut 1 1 �/ . spans r• t-1 ,. i cit 1. �, strut l:C J. i i . c applied ��i. F r•. a:' .... �^! � .. .v... ^ ..... r} � n F va ---- M . !rn _�J.^t 1 O 20. Ooo, TAW+ered 9. 057 5. A 0. tDOC) 0. 00t) kips kips kips k ips V. Shell D sign Pr; gram - Ver n V-..7:,Lies gr,ummar:- ;report run0l Manufacturing Plant - Lackeford, CA 911f'f rey• Page! .. 16 Job dumber: 91661a Late: Oa/25/Y7 Start T imei 13:23955 ikme:m IMAIN BUILDING LONGITUDINAL BRACING DESIGN *T*T k STRUT LOADING AND FORCE TRANSMISSION Main windforce-nesisting system per. Uniform Building Code 1994 Edition ....__New i..,__...Ivr•iL W; ND .__r-,T.•...fZt:r CASE _ CSide 4 endi::l 1 1 is Windward endwail)- l St � mph Main *raming wind load and coeK is ient s Enclosed r-. n Fully Building, Normal Building Category, EXPOSURE C Windward wall .......... . ........... Cq= 0.80 P= i3.907 psf to i5.000i 14.8=b psf to '20.0001 15.613 psf to 25.0009 Leeward, Wall............ •............ Cq= -0.50 P= -9.753 psf SLR26 Roof Panel bas a unit diaphragm capacity of 160 plf BrAca External loading via , strut no.r'c1.ns applied •rt-_,' s•l,"I1: line R.br'dL•: 1g ..J .: i.1 �._ 1C}�t yw i � J r:!l) TOTAL •'\ , f_ _ 1.56 0.634 @ FRAME :..INE _ 0.930 @ FRAME LINE 3 13.00c, Transfered = 7.49. 7.492 2 3.316 TOTAL X 1.00 = 3.316 1.337 @ FRAME LINE E _ i.979 L ^moIE ._.INE 3 13.0003 Tr,ansfered = 4.176 4.176 3 4.1/6 TOTAL X 1.00 = 4.176 1.676 v FRAME LINE i 2.50P v FRAME LINE 3 i•8. c_005 Transfered = 0000 0.000 4 4. 176 TOTAL X 1.00 0 = 4... / ) 1.671 @ FRAME LINE 1 2.500 .z FRAME _INE 2 13.0001 2'ran is f Bred = 4.176 4.176 ' C 3.316 T OT L X ., 1 0 = 3.316 1.3,.37 @ FRAME _INE 1 1.979 @ FRAME LINE 3 - 13.0001 cans Bred = 7.492 7.49C SIDE 1: 6 1.564 TOTAL ::. 1 .. 00 = 1.564 03.63=; @ FRAME LINE 1 • _. _... _.. _ Wall I a f 1 � : i. h ^ s _.. unit 1 _ d__.p!! ^.U: i i capacity 160 v _r .L bra;..._. External loading • - a strut no. -p- _ applied to strut line W.bra_ ng SIDE 2: i 20.0001 via available diaphragm diaphragrn --------- 0.000 0.0010-1 I0-. 0.000 0.000 0.000 0.00.0 0.000 0. 0010 0.000 0.00-01 available diaphragm diaphragm Tr_.ns : er_ d = 9.057 9.057 u. 0.000 kips kips kips Brace External loading via via out no. spans eAppl led to strut limp W_ iir^n^ i..m H': _-....- _ . 00.0 k ips available 1`_ 6 ''0. 0 ;.. � -- i ra.*er_e d-`---9_057- 9.- Q. Oho 0.000) k=ips kids kips kips Star Building Systems, OI On User: .r ffrey Fuge: 17 Shell Design Pr cgram - Ve�on V�3 � Job Number: 91661a Design Summary Report run0l Pate' ' .08125:/9? Manufacturing Plant -• Lockeford, CA Start Time: 13:23:55 *t*** MAID BUILDSNG LONGITUDINAL BRACING DESIGN *•"*ri* STRUT RUT LOAM ING AND FORCE_ TRANSMISSION Main Soismicfo"Ace-resisting system per: Uniform Building Code 1194 Edition LANOITUDINAL SEISMIC LOADING CASE 1 (S1:.IC 3 eil dwci i, to opposite Eii 1d'rS r_li .L is force direction) _one force fact mr "Z" for Seismic ZONE ..o...o�e...o.e. 0.3 Building use importance factor "I" for standard occupancy structures 1 Lateral force _.,_efficient IIC........................................ 2.75 Roof dead load includes! in Seismic force 11W11 (rsf).................. 4.97 Roof collateral load included in Seismic force 'IW" (psf )............ 3.000 S[:ii-K26 Roof' Panel has a unit diaphragm capacity of 160 plf BraCE External loading via via available strut no. spars applied to str qt line R. br acing diaphragm diaphragm SIDE 21 1 3.170 TOTAL X 1.00 3.170 1.606 6 @ BA'! 1 0.061 @ FRAME LINE E 3 c_;1.%1:.:' Transfered '- 1 4. 156 1.486 0. 1.00 0,000 - 6.410 i OTAL .. 1.00 - •ti X V-) 0.664 @ FRAME LINE 1 0.128 @ FRAME LINE 3 3.005 @ BAY 2 13.0007 Transfered 7.746 0.613 0.000 0.000 3 7.735 TOTAL X i w i 0- w 1 y��P�l1 E LINE 1, 3.831 @ BAY 1 3..58.3 @ BAY y 18.000, Transfered 0.012 0.001 0.000 0.00-1 7.735 TOTAL X 1.00 7.735 3031 @ BA.y 1 Transfered 7.723 0.811 0.000 1.00:; 5 6.474 TOTAL X 1.00 6.474 0.128 = FRAME _INE _, 3 3. 213 @ L'NS L 3.005 @ BAY 2 13.000, Transfered = 14.117 1.491 0.000 0.00-0 =TIDE 1. o 3.2.30 TOTAL X 1.00 - 3.23:J 0.061 @ FRAME - T. NE' 3 1.606 @ BAY 1 . 35Z! I 0.35ZIW \...y.I26 ra +-1� rl Wall Panel has a '..I -it diapnragm capacity of 16 1. J Brae:_': External loading . via via available strut no. spans applied to strut line Kbracing diaphragm diaphragm �- __�__ ___ _ ..... W -,^~-. 3ZI `'`-` ZICW/�� .... .-.... .... kips __ k�-s kips kips Brace External loading Via via available strut no. spans applied to strut line W.brac1ng diaphragm diaphragm ______________ SIDE 1� 6 _____ _____ --------- ' 20.000' �ransf-red = 17.427 5.391 0.000 0.000 W 3ZICW/8 ZICW/7 ' - kips _____ kips _____ kips _____ kips Slcat•` Building Shell Design Systems, , Fr�ram - Ve n V23 USC'. T 7TrCy Page: you Number: is alobla1 Design Summary Report run -31 Date: 08!.-.�.5r9 7 .s Manufacturing ----------------------------------------------------------------------- Plant - Lockeford, CA Start Time: 13:23:55 *: >� MAIN BUILDING LONIGITUDINAL BRACING DESIGN STRUT LrlLT•r AND FORCE TRANSMISSION RnfrICSiGi Main Sr: smlcfor•ce-r'esisting system per: Uniform Building Cod 1594 Edition LONGITUDINAL SEISMIC LOADING CASE _.. External loading via via a`Jai 1.-_.bl (Side 4 endwali to opposite endwall is force direction) diCph•.-'L'T(1 ZOM force C1 .'r !_ '!`lir oei'/SIiL iVl`L._ �J. v v . . n . . v . n v . n . . . .0.3 Building use importance factor "I" for standard occupancy structures 1 Lateral force _....^ IS l iL i�:ii5. "C 1.., LI v n . _ ., n . a , o n n . _ n n n a . n . n . _ n . . n . n , _ n s . _ . n . O 2 -. .�^:.J Roof dead load included in Seismic_ force "W" ips-,') .. , ... n ... n ....... 4.972 r;,_;c;= collateral load included in Seismic for=ce "W" cps; ............. 3.000 _:DR26 ;goof Pine! has a Kit diaphragm capacity of 160 pif rac:e Brace E:rerExternal loading via via available strut no. spares applied to strut line R. br a=litg diaphragm diaphragm SIDE _' _ 21 1 TOTAL X 1.00 - 1.606 ; j SAY 1 0.061 @ FRAME LINE •3 1.503 @ BAY 2 13.000, Transfered .- 14.156 1.486 0. _00 0.000 �. 6.410 TOTAL .. 1.00 _ =.41=� 0.064 @ FRAME LINE 1 3.213 @ BA, 1 0.156 @ FRAME _INE _ 3.005 _ BAY 2 13.0001 Trransfered - 7.746 0.813 0.000 0.00-; 3 7.735 35 TOt t L .. 1..00 7.735 i FRAMELINE 3.831 @ BAY 1 3.583 @ BAY 2 18.000 Trans4ered 0012 0.001 0.000 7.735 TOTAL .. 1.00 _ . 35 0. _ 60 @ FRAME -INE _, 3 3.831 : BAY 1 3.583 @ BAY y 13.000, T rans fere d = 7.723 0.611 0. 000 0.000 5 6.474 TOTAL X 1.00 6.474 0.12B @ FRAME -.INE _, 3 3.213 :_, BAY 1 3.005 _ BA's Tr'an_ fere d - 14.197 1.'.9_ 0.000 ; ';c_; ; _IDE 1: 7 3.230 TOTAL AL X 1.00 _ 3.230 , 0..061 @ FRAME -INE _, 3 1.606 ail BAY 1 .. 0_35ZIW 0.35_I .=T_W2& Wall Panel has a ,_tr_i diaphragm capacity of 16i_ pl. Br'al:c:. External loading via via a`Jai 1.-_.bl strut .:1:.. sCCin't.. •_4•ipl'I`% to si,'tlt ,.11".c W.b'aL_ g diaphragm diCph•.-'L'T(1 F kips kips kips kips Br -ac::., r External loading via via avai lable strut no. spans ctPpl ied to strut line Wbpacing diaphragm :r SIDE _ . O '. �. --------- --------- .. 20.000i Transfered - 17.427 5.191 t 0. LSV i_) 0.000 0.000 W 3ZICW/B ZICW/7 kips kips kips kips F Star Building Systeme, Star Design Prcgram - V -11160V23 Design Summary Report runOI Manufacturing Plant - Lockeford, CA --------------------------------------- ROOF BRACING: user: TO+ =—y mage:, 19 Bob Number: o1661a Date: 02Z25Z97 Start Time: 13:23:57 ---------------------------------- *e+** MAIN BUILDING LONGITUDINAL BRACING DESIGN **%* LONGITUDINAL BRACING DESIGN SUMMARY . BRACE BAY I BAY 2 `STRUT NO. SPANS 31.000 FEET . .29.000 FEET SIDE 2: 1 S.5E92 8.5E75 13-000' 0.62509 ROD 2 . 8,513/58, B.SZGB 13.000` 0.5000` ROD. 3 &5Z88 8.5Z88 18,000` 0.5000" ROD 3 8.5288 8,5Z88 . 13-0007 0.5000" ROD . S -.. 6.5OZ88 . G,5Z88 13-00W '0.6250" ROD SIDE 1: 6 S.SC72 8.5E75 SIDEWALL BRAEI\E: ' BRATS BAY 1 SAY 2 . STRUT NO. SPANS 31,000 FEET 29.000 FEET SIDE 2. 1 8.5E92 ------------- 8.5E75 20.0007 0,7500" ROD SIDE 1: 6 S. 5E92 E.5E75 WOW 0.7300" ROD :_itar Building Systems, —K—OK User: iii--tTr ey Page: 20 `: h g gram - u:Wn V23� job NLmber: 91661a Design Summary Report run01 Date: 08/25197 Manufacturing Plant 7 Lackword, CA Start Time: 13:23:57 TRANSVERSE BRACING DESIGN STABILITY BRACING AT MAIN BUILDING ENDWALL SIDE 4 SDW26 WALL PANEL. HAS A UNIT DIAPHRAGi i CAPACITY OF 160 PLF TOTAL AVAILABLE RESISTING DIAPHRAGM CAPACITY IS G KIPS LOAD TO LOAD TO LOAD TO 4ds.B;::(-rCIi•ar _:[Fri=HRAGM X-Bn°ACING 1..'• CASE 1 OF TRANSVERSE WIND LOAD ON SIDE 1 3.610 0.000 3. 610 .._. CASE 1 OF TRANSVERSE AND LOAD ON SIDE 2 3.610 0.000 3.610 3) TRANSVERSE SEISMIC F1tubi SIDE 1 TO SIDE 8.371 0.000 _9 ._ 0 W 3 ICW/e 4) TRANSVERSE SEISMIis FROM SIDE .._ TO SIDE 1 8.371 0.000 2.590 W 3ZICW/8 KIPS KIPS KIPS WIDTH= TH= I3.0 0 FEET LEFT HEIGHT= 21.083 FEET RIGHT HEIGHT= 22.167 FEET L-C'AD 11ORZ. DE=:::.GN F,tf::=.E TO ACTIVE ROD DESIGN TENSILE FORCE TEN5ILE FORCE COND THIS SET OF ..-BRACING VERT. RISE LENGTH APPLIED CAPACITY 1.. 3, bl610'2_.' b; 25,61; ------------- v _3J ----- 8-o774 --_ .._. 31610 21.083 24.761 6.•B7S 8.774 4) 2.590 nime 21.083 24.769 4.934 7 8.774 KIPS FEET FEET KIPS P= KI='S Star Building Systems, Design Program - C1O� Ve����'n .User: fr=y Page; Job Number: 21Shell =�1��6la Design Summary Report run01 -- Date: 05/25/97 Manufacturing Plant " Lockeford, CA Start Tianei 13:24132 ***** MAIN BUILDING SIDE 3 ENDWALL STRUCTURE DESIGN ***** ENDWALL STRUCTURE DESIGN SUMMARY Main Code Requirements Per : Uniform Building Code 1994 Edition Secondary Windfcrce-resisting system per � Cg= 1.20 Uniform Building Code psf to 15.000- 1194 Edition ' Supporting Design Manuals., psf to 20.0007 Allowable Stress Design AISC ninth edition 1f8c� ' Cold -Formed Steel Design AISI l9E6 edition with 1959 Addendum Girt depth (in'�hes)..,..............`...,.,.............,......,..... 8"500 Endwaly column inset (inches�.............".........�.,."........... 1.000 Wall panel type ' `,............,.........,...................,........ SDW26 Girt type option.'.....,.,.....'.....'.,...~..............~........' 1^ INSET Base type opti.,.,.'...'.,.'...'.............................. STANDARD Peak height (feet).'...'.............,.'...................."......' Z2.917 Eave height (feet) SIDE 1........'...,.'...'...............'........ 20.000 'Eave height (fest) SIDE 2 `^^^^^^`^^^^^^-^^^^^^"^..^^...^............ Z0,000 Wall /girt deflection limit for Wind loading cond1tions.............. L/ 90 Wall panel deflection limit for Wind loading conditions............. L/ 90 Design wind load for cladding and secondary imph)................... 50.000 importance factor wind (1) -- Normal Building Category.............. 1.000 Edge strip Z distance at cormars 6.00.0 Fully Ehclosed Building, Normal Building Category, EXPOSURE C Representative wind loading to wall structure using A lNJ sq.ft, loaded area Individual member loads may vary according to actual tributary loaded areas rressure�................'.~......... Cq= 0'90 P= 15.646 psf to 15.000` .. P= 16.679 psf to 20.000` F= 17.564 psf to 25,0001 Suction'......''...,.'.'.'.'....... Cq= -0.90 F= -16.937 psf Fully Enclosed Building, Normal Building Category, EXPOSURE C Representative wind loading to wall cladding using A 1 sq.ft, loaded area rressure............ �..,........... Cg= 1.20 F= 20.861 psf to 15.000- P= 22.238 psf to 20.0007 F= 23.419 psf to 25.000` Suction..................,.~....... Cq= -1.20 P= -22.553 psf �t' rBuilding Systems., Shell Resign Fr :"gram - �^C u!r Ver n V23 User: r�ff-ey rage: Job Number: '=' 91661a Design Summary Report run0l ?aye: 08/25/97 Manufacturing Plant - L.ockeford. CA Start Time: 13:24:34 MAIN I=UILDING SIDE 4 aNDWALL RAFTER DESIGN BEARING FRAME RAFTER DESIGN SUMMARY Main Code Requirements Per . Uniform Building Cute 1T94 Edition Secondary WindYarce-rasisting system per Uniform Building Cod= 1194 LJ1t ion Supporting Des! gn Manuals." Allowable Stress Design A1SC ninth edition 1959 Ccid-Formed. Steel Design AISI 1986 edition with 1989 Addendum End bay size {%et End frame me i,set dimension Peak =4i =LeVation t Superimposed de. -::d load to rafter ir,��)............... .. .. .. �. Collateral load Roof live load entered .;ref) S'1: tributary , ar'.ea c`:eck requested..._ Roof l:.'•re load to rafter used :psf: .. .. .. .. .. .. .. .. .. .. .. .. . . . . .. .. . ,.:;now exposure .:actor li..& -- Normal Snow exposure...._____ TPOrtanc_ fac..- snow (1) Normal Building Category.,____ Snow slope factor fac ..lr` ,CS, --• Cl. p er°�% root 7llf'l`ct L. Sloped roof snow load Ps = Cs*Pf Designsnow load to rafter. ............................... Bear_n;; rafter deflection limit fi r'' ._;.'•:'e loading conditions......... Bearing rafter deflection limit for snow loading conditions......... Bearing rafter deflection limit for Wind loading conditions......... Bearing rafter deflection limit for Sra'vity loading conditions . .. .. . Bearing i g raf tereflec _ io l limit for Uplift loading conditions....... Design wind load for rafter design fiif�.`,. . ... ...... . ..... .... . importance factor wind (1) -- Normal Building Ca'•: � 'u.. . . . . . . Y .. E�or l Edge strip L distance at rakes i eCd'� i .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . 29. 000 1-000- 22.917 .C0C2_.917 1.972 3. 0001 2. n0r,• 6. 000 0.700 1.000 0.000 n. 000 L/ 180 L/180 L/ 150 L/8 1 0 L/ 150 S0.0001 .t? 6. ,,V PullY Enclosed Tuilding, Normal Building Category, EXPOSURE C ,..•_r: esen. a i'•:'e wind le.., z:..inf .o endwall rafter using fiA eq. f:.. ed area _1 ` - individual memberloadsMyvary.-.cC�i' i-:'3 to c:ctL'e,ltributary i.oa:e:j areas Suction.roof side Cq= -1.:.0 P= -18.819 f _coon roof 5:.._.c 2 in edge strip,, Cq= -1.50 P= -25.225 psf L..i: AD CO B 1 NAT 1 ll!'•G . 1. D T C C = COLLATERAL LOAD i. D T W_ - Map Building S' -stew. OI OK Shell Design Fr• grarfi - ';e li on V23 Design Surfimar~y Report rung 1 i''anu+acz_uring Plant - Lockeford, CA User: :�ffrey Page: 23 JOU Number: 91661a Date: 08/25/97 Start Time 13:24:34 ---------------------------------- MAIN BUILDING ViL'l_ ENDWALL RAFTER LLSI'JI� *t***i C. N I'NUE D ) EAVE HEIGHT ( FEET) SIDS: 20.00-C-) - ROOF r fjF' --E: 12) SIDE 1. .................................... 1. 00.) HORIZONTAL :RrsOTA_ Lr S -" CG TO PEAK (FEET) SI LE ! ......... ... . . . . . . . . . . . . .. . 35.000 r• U L_I N DISTANCES ON SLP2 PROM E, y— (FEET) Wr r Ln NGE BRACE LOCATIONS n nTrGNS W 1- 0.000 0t as;,i ...- 4.838 + - 9.676 4- 14.526 5- 19.370 6- 24.226 29.076 EAVE HEIGHT (FEET) SIDE 20.000 ROOF- SLOPE - SID .- .- - . ^........................ 1.00C, HO _ - HO iI-Oi•iTAL DISTANCE .'O PEAK ( FEET) SIDE = . 1 . _ . - , - . � 35 PURLIN DISTANCES ON SLOPE FROM EAVE .:-cET, w/ = LANSF BRACE LOCATIONS W 1- 0.000 4.838 3- -9,676 4- 14.526 19.37.6 6- 24.226 -- 29.076 33.926 6 SPAN MEIM MEMBER LOAD CRITICAL CRITICAL CHECK SPAN LENGTH IF. R RAFTER DESIGNATION LENGTH COMB CHECK DISTANCE RATIO SHEAR c cnn w/( 43-1/2" A325N, 3/2"PL @ 0. OFT on raf span- 1 .. 11.8331 .. t%6A9 .2KS._ �:1 110337BENDING ti�� DING 11. B33' 0..,918 -. n c; :i :: 13.0451 1 BENDING 13.0459 0.624 3 9.0311 1 9.031' i BENDING 0.000i 000 0. 684 TYPE I* ..._;nn w/( 4)-1/2" A325% 3/2"rL @ 9.OFT on raf span 3 '0.684 .`--i 13.0451 -_ 11 13.0451 1 SENDING 0.0005 005 0. 684 6 11.8331 .._ 11.8331 1 BENDING 0.00 05 0.398 SHEAR c_::nn w/( 4)-1/2" A.325N7 3/ ^o"PL @ 11. 8FT on raf span 6 EAVE HEIGHT ( FEET) SIDS: 20.00-C-) - ROOF r fjF' --E: 12) SIDE 1. .................................... 1. 00.) HORIZONTAL :RrsOTA_ Lr S -" CG TO PEAK (FEET) SI LE ! ......... ... . . . . . . . . . . . . .. . 35.000 r• U L_I N DISTANCES ON SLP2 PROM E, y— (FEET) Wr r Ln NGE BRACE LOCATIONS n nTrGNS W 1- 0.000 0t as;,i ...- 4.838 + - 9.676 4- 14.526 5- 19.370 6- 24.226 29.076 EAVE HEIGHT (FEET) SIDE 20.000 ROOF- SLOPE - SID .- .- - . ^........................ 1.00C, HO _ - HO iI-Oi•iTAL DISTANCE .'O PEAK ( FEET) SIDE = . 1 . _ . - , - . � 35 PURLIN DISTANCES ON SLOPE FROM EAVE .:-cET, w/ = LANSF BRACE LOCATIONS W 1- 0.000 4.838 3- -9,676 4- 14.526 19.37.6 6- 24.226 -- 29.076 33.926 6 r-- H t-� i-1 r -t F 9) J:1 I::: rfl ..-I CO H C: i _) 7) z rn IIIIIIIIII-M r v H +r Z t) D H r =� r �m m; t_1 £ nr- M r-- t,'T) Ui U7 �] Mn -i D C_ T i tj U) G) z a A G! U C't• r5 r j 4b Cn 9, -P ■. r,• ca -o Cr• ••.I I) C'.'• f+. ;t! -f! 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I— w. -4-0 w -0W -0 "n Cit "a CA !1 ()I -0 :) 'T 3`. 1-K H ys CL -1 n 7 CL 7 C1 7 C1 �r + r Rt N N N N 1•1 ri 1'1 11 I'1 rt rt rt rt rt Im rn 0 0 O q O 1> 1% ii T� T T+ 1:+ Ell 1> 1> Z s:. 13 � + � 1> .',.'+ ;U X 1> H cn I•': rrI C; I c' L m C Ul m i 11 n 3) S.' 3c .1. rr': Ul 3`. 1-K H ys ! + �r + r �= 1:+ tj ' `- Im rn 1> 1% r r•) 1__+ n T+ 1:+ O 4t U) r. z1 m :r> 1 i H -r is -.. %r 0 D c F C:) +--+ m 1> c=_ r r1r •••I :z r ] -i.'• (j) r` Cn -i U1 ;11 l} f) H m--; ri cn —� ...I F.+ C: i7 G) :Em I -r) t? C0 m c Fri U) C7 !1i H -1 Cr) G) H C: z Y m �c C Ul m i Star Building Qstams., 0 4 L_^r ifray Page: 26 iieii Design Program - Ver�i V23 job Y'lbel, 91Jbla Design OE1fFinary Report run01 Date' 00/25/97 Manufacturing giant - Lockeford, CA Start Time: 13:4:39 xT a;t MAIN BUILDING SIDE 4 EP:iDWALL COLUMN DESIGN STANDARD BEARING FRAME ENLiW►ALL COLUMN DESIGN 'SUMMAR = Main Code Requirements Per . Uniform Building Code 994 Edition ............tom. .... ... r.. ing system '_;._.... Lira form Building Code 1594 Edition Supporting Design Manuals: Ailowavlc Stress Designl AISC ninth edition 1959 Cold -Formed Steel. Design Ai Sl 1986 edition with 1999 Addendum End oa_; size End frame inset dimension Superimposed de ad load to rafter (psf ) . .. .. .. .. .. . a .. .. .. .. .. .. .. .. . 1 t 1 1 r Collateral lc�-atr_F'=•al load Roof live load .=:nrt.c•red (P sf) W/ tributary area check rcgu2s't.2dv «. . v . ;;._.__,• live load to rafter UsedSnOW `Iosurs f\:_C:f Normal snow 2Xposure,. a n a n . .. a a . . . . a v importance fac. _:r snow .l % -- Normal Building Category.....___ _ii_.w sIOrr2 factor CC& •--- Slippery roof surface .... n ................ =d 1 ' - t.._._ .'�,:�.^� sn:.. 1:���:� _. _ C � 1{t •=1 f �.._ 1 u= load t t r Design snow ri i:i a. _rafter used( j•= sT ) a n a . , n , , , . , n _ n a n - „ . n _ n a n , . , ,. .ti;dwall ;girt type option ., . . _ .. .. . .. , . . . .. .. . . . . .. . . . . .. . . .. .. . . .. . 1`.i'ii..w al_ column cuflect.ionr limit for Wind loading conditions___ Design wind load d o columns r importance factor wind ;I? -- Normal Building Edge distance .... at corners 29.000 1.000 1.972 3. 050 12.000 16. 00 0. 700 1.000 1.000 BYPASS L/ 90, 50.000 1. 0001 6. '� %0 Fully ly ....:1c losed Bui l di'n Normal Building Cateeor" i EXPOSURE Representative `.'aJind loading to enldwall columns using A 250 SQ.r-T. loaded area individual member loads,may vary according to al.'i..:cal tributary loaded areas Pr Iessur2. . . . _ . _ . . . _ .. •. . • . . _ .. . a . _ _ _ C9= 0. 90, = 15.646 ^ �S'T Jt l' to � -Jalit - i = 16.679 sf to 20.000-, P=17.564 rto 25.000- 5000-t C9= -- .TO _= -' •L Suction ion ..at: columns in: edge region,.. Cg= -1.20 P= -22.553 psf — i . .1 _ W'r W- 5) D W-- 6) _' -. 1 _+ .y: _i C -- WHERE D DEAD LOAD LIVE LOAD, C a- COLLATERAL LOAD vi+ WIND L�.:i("-ai AS AN INWARD RD A TIh` G PRESSURE 'W� _ WIND LOAD AS All OUTWARD ACTING SUCTION Ef _EARTHQUAKE r. FORCE ACTING INWARD E- EARTHQUAKE FORCE ACTING OUTWARD Star Building Systems, Shell Design Program - O OK Ve n V23 User: m"- -1 ffrey Page, uJo� Nmber: IN 27 9I661a Design 5ummary Report --run01 Date: 08/25/97 Manufacturing Plant 7 ------------------------------------------------------------------------------ Lockeford, CA Start Time: 13:24:33 ***** MAIN BUILDING SIDE 4 ENDWALL COLUMN DESIGN ***** (CONTINUED) - COL NOMINAL ' NUM SPACING ------- REQUIRED ENDWALL COLUMN AND BASE DESIGN _-_ 1 -____'-_______________-_______-_________ R{]LLED I SECTION'42 KSI X 19.348' DESIGN LENGTH W9X10 8" X 8" X 0.375" BASE PLATE (2) 0.75" DIAMETER ANCHOR BOLTS 0.117 A+Mx CHECK RATIO IN COMBINATION 1 AT 19'348! PROM BASE 13.000' 2 R�]-LED I SECTION 42 KSI X 20.373''DESIGN LENGTH W!0X12 . 8" X 9'875" X 0'375" BASE PLATE (2) 0.75" DIAMETER ANCHOR BOLTS 0'935 A+Mx CHECK RATIO IN COMBINATION 4 AT '10'1WI PROM BASE 1_.;' ^ 3 ^ R-OlLLED I -SECTION 42 NSI X 21.456' DESIGN LENGTH W|OX12 8" X 9'875" X 0.375" BASE PLATE ' �2) 0.75" DIAMETER ANCHOR BOLTS 1.004 A+Mx CHECK RATIO IN COMBINATION 4 AT 10.728' FROM BASE 18.00U' 4 I SECTION 42 KSI X 21.456' DESIGN LENGTH =X12 ' 8" X 9'875" X 0.375" BASE PLATE (2) 0.75" DIAMETER ANCHOR BOLTS 1.004 A+Mx CHECK RATIO IN COMBINATION 4 AT 10'7285 PROM BASE 5 �<�LLED I.SECTION 42 KSI X 20.373' DESIGN LENGTH W|0X12 �- 3" X 9-875" X 0.375" BASE PLATE (2) 0.75" DIAMETER ANCHOR BOLTS 0.935 A+Mx CHECK RATIO IN COMBINATION 4 AT 10.186' PROM BASE _ 13.00�' e, ROLLED l SECTION 42 kSI X 19.342' DESIGN LENGTH w8X10 D" X 8" X 0.375" BASE PLATE /2) 0.75" DIAMETER ANCHOR BOLTS 0.117 A+Mx CHECK RATIO IN COMBINATION 1 AT 19.3489 PROM BASE CUL COLUMN BRACE ELEVATl.ONS NUM --- INNER FLANGE BRACES REQUIRED AT LOCATIONS WITH ASTERISK -----------------------------------------------------�� 1 7.3331 11.333A FEET 2 7.3331 13.333* FEET 3 7.333* l3.3331 1 .K��7* FEET ' 4 7.333* !J.333A 11.007+ FEET 5 7.3339 12.3331 FEET 6 7.333V. 12.333w FEET WLaP Building ck User: ---ffrey Page: 28 Shell Design Pi'i•;yF'am - Vevt 1 V27 0 ob Number: .Lei'': 9166:4 Design Summary Report run0i Date: 08/25/97 1_1UTClL .rtl ----------------------------------------------------------------------- g Piant - L)L1 C¢J "J7 CA Start Time: 13:24:37 ilAIiii BUILDING SIDE 4 ENDWALL COLUMN DESIGN * "'k• i ENDWALL_ COLUMN ^EAC T IONS ) 0 _uMN C,-.C,-..',L. . 0 EHTI4Nr 2AE REACTIONS GAr an u BY LOAD r D <.. C W+ W- E+ E- 1 0.424 i.433 0.262 -2.193 -2.193 0.000 0.000 .! 0.004 i.: . 024 0.005 -0.037 -0.037 _.000 _0.000 t t 0. CV(_?C) t.?. 000 0.000 0.000 0.000 0 .'..?(_ 0 0.000 HY - 0..739 3.069 0.575 -10.517-10.517 -4.416 -4,416 v 0.000 01000 0.000 -2.081 2.243 0.000 0.000 Hx 0.000 01000 1l_)t_ l l.(t0 1 -3.610 3.610 --.590 2.590 59:. � iY 3 0.885 0 ..:., 09:' 0.730 -11.393 -11.393 -4.200 -4.20P !. 0.000 000 ..:+ .. JiA_?0 0.000 -2. 618 2.816 U.000 0.000 H X 0. U� %U ...::.It_ 0 01000 -3.610 3.610 -2.590 2.590 Hy 4 0.885 l..\89 0.730 -5.538 -5.538 0.000 - . 0 � � = ;y 0.000 01000 1 0.000 0.000 0.000 0.000 0.000 Hy .cam_ 14._, Q. J(,?;.' J...:O HX _ 0.424 433 0.268 -2.193 -2.193 0.000 0.000 ;Y 0.004 0.024 • .1.00 _t -0.037 -0.037 0.000 11.11/111 HX 0.000 W000 0.000 0.000 0.000 0.000 0.000 HY . _...`Y L`_R mai!_ iiA::: HGft s:. i..^r`•1T rEL MH AXIS -! AL MINOR tC ..turf f"{ ! !tJWS LuNI AXIS IN KIPS Star Building 'SVsterns, 0 CK Shell Design Program - Ver n V23 Design Summary Report r un :l Manufacturing Fiant - Locke+ord, CA User: m- Ffr•�ey Page: 29 �Job Number: 91661a Late: 08/5/97 Start Time: 13:24:39 MAIN BUILDING SIDE ITE 4 EvwLL COLUMN DESIGN nInN ENDWALL COLUMN BRIDGE CHANNEL ENDWALL... COLUMN ,O BRiD•_If:: CHANNEL ...\.,N;:1Eti..l IO,•,..,. STRUT TOLCOL MN CLIP COL. . NO. ENWALL PRAMP l TI:.IFI-; CL_... x W/(2)-1/2" A325N W/washers S.5 C .092 _ipp_d bridge channel jL2mm W) -1 / " A325N W/washers 8.5 C .092 lipped bridge channel L.. .;..::C 1%J.•' W -i. 2 A325N W/washers 8.5 C .092lipped br 1Gg=-il%tnil2i W/{2%--1/ " A3.5N W/washers 8.5 C ..J?2 lipped bridge cannel Ci_.0 xx INDICATES C .. 9 r C 2 J r•1 2 1 + OR C •\r APPLICABLE PP C r., r l:. L.��^ L.�.i s VL�:.12. v 1_in L.1_w.1� HCI H�'1"'L. .I t..Hn LG 1 r Star Building Systems, Design Program 4 CK u,V23 User: rf T,cy rage: Number: 30 91obiaiie1i Design Summary Report run0l Date: 08/25/97 C' Ian:u+acturing Plant - ----------------------------------------------------------------------- Lockefor d, CA Stant Time: 13:24:3q MAIN BUILDING FRAMED OPENING DESIGN FRAMED OPENING DESIGN SUMMARY .iA;MB A;".iii HEADER DESISNS BAY SPACE WIDTH HEIGHT F .O. LOCATION (FEET) (FEET) (FEET; =AMB & HEADER SIZE ii' J. SIDE 4 BAY 3 @ 2.0001 18.000 1y.,000 15-000 S. 5C 5 Star Building Systems. -K- OK Shell i ices i gn Program - Vet -on V23 Design summary Report - run01 Manufacturing Plant 7 Lackeford, CA User: _.. _ Cr': Itft.,r=l'T'Tr'Cy Page: 31 Job Number: 16611 Date: 08/25/97 Start Time: 13:24:40 ---------------------------------- MAIN BUILDING FRAMED OPENING DESIGN ANALYSIS OF GIRT LINE WITH FRAMED OPENING LOAD CONTRIBUTIONS S E C 0 N D A R Y D E S I G N _OAA. COM= INATIDN _ 1. „,+ WHERE ER_ /' — LJ -D AS ANINWARD -CTING PRESSURE 1.1 = WIND ,"J— •-• W lt`•:1_� 1V' 1 OAD L'J I-I1J HJ Ht`a uU S N 'OUTWARD CT INS SUCTION : WHI"lLt ACt lt`•fl� „7tJ (� : 1LiN I6,,ev =i IRT LEVEL 3 SIDE 4 ELEVATION %' Span Length. Nembery avg spacing Bearing Controlling Conditions No. fleet, U Lap Lengths (feet) St i f Rey Combination _. Check Ratio 1 12.292 3.5L57 4.70G 1.00do 1 0.1303 crippling 1 L/1462deflection _ 0.000 S , Js6i1 4.70S 1.P000 yu V«`C1 1 �.582 crippling 1 L/2891 deflection 0 0 3.5411 a .•7 S 73.000011,000o 1 .3.594 shear fbentding // 1 L 933 deflection . �. 000 4 5Z �. 70S � i x:00 . 1 ::}i �0o 1 1.58-' crippling 1 L/2891 deflection `.f 12. 292 3..52574..708 —1.0000 t'_y000 1 0.3013 crippling - 1 L/1462 deflection Total line des: o 1 weight is 217.1 lbs. Rigid Input Frame Des::.en Frioora Version V23 Data Echo 1 File: 9166140 Fra;.: 91661a 100.0 , Date: 8/25/9:' SRLO ::.' 12/17.38 20/17.5 Start Time: 10=47 �� Jl10 o LL S[d� it l:._G 'i- 1 r,^�•J 1VC.w CA��. S 1,� �'•'_-'1'f_❑ .�0 12/17.58 20/17.5 .r.1 �1. v DESIGN SU DA BE FO WE DE 6OPT BM WANML CO BA *CL 1 DEFAULTS * ITF_":/O *Ct7_ NC .../'2.50 *FL:=:/ � �..8 *PRC C; 0 *EST MTC 1 DEFAULTS *MANUf'= LKF ': DTYPE WEB wKCON VERT *NFRAME DEFAULTS *RAFT R DRACE 1 4.821 1 4.821 1 4.833 _ •T. SM 1 4033 0 Jf 833 1 _.533 _ SRLO 70. EXT. COL. *KEYS BRAC` IDIM 20. 8.5 *CONN 4/6 SD WC 50 ri:LG_P T HS 8.5 602 FS 1.5. B ii„ 7.333 1 6.000 .N.A':ER *K}TE��,.�S C.-D'IN JY!! •!DSM s,5 1: ... ._•1. xDEPTHS E.5 60=•5B 0. 5D 10. / 5Lt 10= LJ_ / WA 0. / 11. WA 10, / -1 ,. / WA 10, _ 1. 5C. 0. . 5B 10. . 5B 10= 1. 4E4E o bE *4 4E4E 6 6E LOAD WIDTH 17,59 17.50 DEAD LOAD 1.97 LIVE L_IAIi 12.00 17.38 19.52 15 00 1S.53 1.9.5 20.00 _;0 .. _I.NE, AL+:)SAY_ 19.52 0.0 - .?(;'! ' -0.700 -0.700 -0.70o •w ALL 1.000 *DEFL 120. !SO. *DL *ALL 1.000 *DEFL 120. 180. *LL *ALL 1.000 *DEF L 120. 18 +. ski ;OLL *ALL 1.000 *DEFL 120. 180. *DL+LL+COL *ALL 1.333 *DEFL 120. 180. *DLfLEQ WALL 1.333 *'TEFL 120. 180. *CIL+COL=_+L *ALL 1.333 *DEFL 120. M. *0.85 DLfL *ALL 1.700 *DEFL 60. 150. *DLfLATERP *ALL 1.333 *DEFL 60. 150. *DL +WA1 *ALL 1.3.33 *DEFL 60. 150. *DLfWA2 *ALL 1.333 *DEF L 60. 150. *_ILfCOLLf,--J 1.246 0.0 -LATERAL ,SEISMIC _:.,If) 100.0 DL --9. _ihii 0.00 100.0 L. LL . *LONGITUDINAL WIND 1=0 OLL ILONSITYOINAL WIND 3.460 _, 0 :;,LONG EAR- TH QUAKE -5.360 0.00 100.0 DL 100.0 LEO *LONG EARTH QUAKE 100.0 DL. I00.: 100,0 a_i 85.0 DL. 100.n LEO 100.0 DL 225.0 SEI 100.0 0.0 DL 100.0 WA 1 I -100.0 100M DL 100.v --, : 100.0 ; 1=0 _L 100.0 L'I-'LL 1=0 13.1(-12 LOAD DESCRIPTIONS -L_ *Live Load ";OLL- hColla ar al Loa, --I LEQ $Long Earth Quake _..._! _ $LATERte.._. SEISMIC' °.:,AI *Wind Array - WA2 *Wind Array 2 LOADS 2 1 SEI SLOB X CONC: 0.01 2 GLOB L'CONC 0.01 4 5 WA21 1 IiL _ t•.. .Y COA : 0.01 -. 5 WA2 SLOB L CON: ; 0.01 _ 2 LEO SLOB L CONS; 0.01 . 5 LEO 3LMB N' CI= NC 0. 0 1 -. 5 LEO ISLgU L_ CONI::; � I.0 1 `N •w ALL 1.000 *DEFL 120. !SO. *DL *ALL 1.000 *DEFL 120. 180. *LL *ALL 1.000 *DEF L 120. 18 +. ski ;OLL *ALL 1.000 *DEFL 120. 180. *DL+LL+COL *ALL 1.333 *DEFL 120. 180. *DLfLEQ WALL 1.333 *'TEFL 120. 180. *CIL+COL=_+L *ALL 1.333 *DEFL 120. M. *0.85 DLfL *ALL 1.700 *DEFL 60. 150. *DLfLATERP *ALL 1.333 *DEFL 60. 150. *DL +WA1 *ALL 1.3.33 *DEFL 60. 150. *DLfWA2 *ALL 1.333 *DEF L 60. 150. *_ILfCOLLf,--J 1.246 0.0 -LATERAL ,SEISMIC _:.,If) 0.00 <LONG ITUDINA WIND --9. _ihii 0.00 *gONICITUDI SAL WIND_.. 6.710 0.00 *LONGITUDINAL WIND -9.060 0.00 ILONSITYOINAL WIND 3.460 _, 0 :;,LONG EAR- TH QUAKE -5.360 0.00 *LUNK EARTH CIU14KE 3.480 0.00 *LONG EARTH QUAKE -5.390 0.00 *LONSvrARTH QUAKE V23 ,23 C�.. of a O 1• L I�+.�,t�•u Frame cu (lc i�c'.:>Ayll 1 / C�_��i"cuOrame 1've i�'sivii 'va::J 1 t 5JI o o rv5�r.a =;.Actions and joint oex.leins File*. L � r J.LIU�.a3� Date. v/2Ji 9r SRL..O 70 12/ 17 . = & 20/17.5 # __ Start Time: 14:58147 LO:' D CONDITION _ - DLTTMI •. ,'MINT ;REACTION NUMBER (KIPS) i 4 2.040 5 LOAD CONDITION 2 - LL'' jOI ..140 jOI NT NUMBER 4 5 VERTICAL. REACTION (KIPS) '7.350 ERNIE HORIZONTAL REACTION fi1�H't, i .i. (KIPS) 1.082 -1.082 HORIZONTAL ORIZYTIL REACTION (KIPS) 4.571 LOAD CONDITION 3 CULL VERTICAL LH, O •: I _ IFIL .30INT REACTION REACTION NUMBER (KIPS) (KIPS) 1.83: 1.143 1. 83B -1.143 5, _DDr'OND IT ON -_ D1._ "•S _--FCO `L 1 A 'II 1�'�i�Fly 1 i. O N (K IPS 1 ' -6.795 MONIi_NT WDINT SIGN) (KIP -FT) 0.00 :JC;INT SIGN) (KIP -FT) 0.00 NNW MOMENT (30I•.iT SIGN) . 'r(1 P -FT) 0.00 0.00 ,ul _ .1^ M�," N (30 yN (KIP -FT) 0.00 VERTICAL DEFLECTION (INCHES) C- �1 0�;,ro 03 000 -0.760 0.000 (j3 000 VERTICAL DEFLECTION (I NPHES ) 1 0.000 0.000 -3.229 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0.000 0.000 -0.807 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0.000 0.000 -4.796 0.0 00 0.000 HORIZONTAL DEFLECTION (INCHES) rya0.0 -0. -074 0.000 0.074 HORIZONTAL DEFLECTION (INCHES) -i7A31� t 1„ t 0 1 ?, J16 'T -S HO iI ZONTAL DEFLECTION (INCHES) 0.000 -.11.: 1%y 0-00-C-) 0. 000 0. 07`7 HORIZONTAL DEFLECTION ( INCHES) 0. 000 -0.469 0e000 0. i00 0.469 i\ 1. R i. LJ Frame L' C ... :. ; j l l f v t i 1v C s IJ iV23 VERTICAL. v a s 9 i V O i a ic%%liia ciu •_Llfd U_wa21 is — 1a2o � 9auuaas Date: 3/25/97 SRLO 70 12117.3 20/17.5 Frame #k 2 -1.42-0 Start Time: 14:58147 4 ----------- ---•--------------------------------------- -1.012 --------------- LOW .CONDITIONni - DL+LEi? CONDITION 6 - Vii!_ . C0LL+LES: c MOMENT (JOINT SIGN) (KIF'-FT) 0. 00 0. 010 IME 1�r,l— I .0 MEN i (JOINT SIGN) (KIP -FT) 0.00 NOMENT a_ii 1_.NT (JOINT SIGN ) (KIF'-FT) 1"E-MENT .: OI'd T SIGN) (KIP -FT) 0.00 XMIR VERTICAL DEFLECTION (INCHES) 0. 000 0. 000 —0.760 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0. 000 0.000 -1.567 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0. 000 0.000 -0=846 0.000 0.000 VERTICAL DEFLECTION (INCHES) ii_r:t_0 —0.061 —Oz 6_C) G. -,,0 0.060 HORIZONTAL DEFLECTION ( INCHES) ..000 -0.074 0. 000 1 0. 000 0.074 HORIZONTAL v i Lvl,i I AL DEFLECTION CINCHES) 0. 000 ,0.157-- 0. i._5_0. ooi—j _. jO' 1.1S HORIZONTAL DEFLECTION (INCHES) _ . 00.0 -0.06-' 0. 00-0 0. Pon 0.06.; HORIZONTAL DEFLECTION •.i CINCHES) _.71_ 1.761 0.-00-0 1.823 VERTICAL. HORIZONTAL JOINT REACTION REACTION . NUMBER (KIPS) (KIPS) 1 z -1.42-0 1.082 4 -1.440 -1.012 C LO.A0 CONDITION 6 - Vii!_ . C0LL+LES: VERTICAL sitJi\i:.OivTril_ JOINT REACTION REACTION NUMBER (KIPS) (KIPS) 1 0.417 2.225 .h . 0.397 —2..__._i 5 VERTICAL, ! iD i I _ i.IN T iii_ _i OI NT REACTION REACTION NUMBER (KIPS) (KIPS) �a Y -1.746 -0. 920 `I •. ter\ 1. i..AL H%.II , a Z_:.•.i 1 �=ii_ Will REACTION REACTION NUMBER (KIPS) (KIPS) 1.2S9 -0.442 c MOMENT (JOINT SIGN) (KIF'-FT) 0. 00 0. 010 IME 1�r,l— I .0 MEN i (JOINT SIGN) (KIP -FT) 0.00 NOMENT a_ii 1_.NT (JOINT SIGN ) (KIF'-FT) 1"E-MENT .: OI'd T SIGN) (KIP -FT) 0.00 XMIR VERTICAL DEFLECTION (INCHES) 0. 000 0. 000 —0.760 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0. 000 0.000 -1.567 0.000 0.000 VERTICAL DEFLECTION (INCHES) 0. 000 0.000 -0=846 0.000 0.000 VERTICAL DEFLECTION (INCHES) ii_r:t_0 —0.061 —Oz 6_C) G. -,,0 0.060 HORIZONTAL DEFLECTION ( INCHES) ..000 -0.074 0. 000 1 0. 000 0.074 HORIZONTAL v i Lvl,i I AL DEFLECTION CINCHES) 0. 000 ,0.157-- 0. i._5_0. ooi—j _. jO' 1.1S HORIZONTAL DEFLECTION (INCHES) _ . 00.0 -0.06-' 0. 00-0 0. Pon 0.06.; HORIZONTAL DEFLECTION •.i CINCHES) _.71_ 1.761 0.-00-0 1.823 Rigid Frame ame Design P og c^.ii .%er's .�1...� 'J_'� Reactions and J;: int De; le ns File: 91661a.� Proj .: 11661a Date: � -,-, �/�5.97 2 •, SRS.. .._ 12/17.3S :fit•, `• : / 17. , , ame 0 � Start _ Time: 1" T -S 3 47 -------------------- . v 3 LOAD CONDITION 9 - DL+WA 1 VERTICAL HORIZONTAL I O 11. N I VERTICAL HORIZONTAL jOI NT REACTION ON REA;=TI ON (JOINT SIGN) DEFLECTION DEFLECTION NUMBER (KIPS) :KIPS). =:KIP -F-) (_NCS) CINCHES) —7.578 57` —9. 647 c_2. ie 03 000 `i. 000 2 —02080 2.504 3 2.019 2.299 4 -5.081 0.284 0.00 03 000 0.00-1-) `' 0.079 -. _QcF LOAD CONDITION 10 - DLfWA2 - VERTICAL _R � � CAL � iOR I ZONTAL MOMENT VERTICAL HORIZONTAL 30I NT REACTION REACTION ON QO I1NT SIGN) DEFLECTIOC+ DEFLECTION NUMBER % (KIPS) (KIPS) i� _ F' -F ( T) (= N� •HE S ) CINCHES) - -13.:239 -1.683 0.00 --0.000 0,000 - 0.001 0.15:3 `- 1.649 0.000 -. —13.031 1.683 0.00 0.000 _.':0.0 -s 0.001 —0-153 _..f::.�. C:31DITION 11 - OL+CCL.L+WAI VERTICAL.Z 1 A iL.l LNT VERTICAL HORIZONTAL :.i OINi" REACTION REACTION ION ...:DINT SIGN) DEFLECTION LECTzON DEFLECTION`rL>=EC Tlc�•� NUMBER (KIPS) (KIPS) (KIP—FT) (INCHES) (INCHES) 3 1.._. - 2 — . _ 9'7 -3.243 _ 5 0.079 2. 18.5 VERTICAL 1v�v.dci.J- VERTICAL LR`1LH— H 'irL1HL REACTION REACTION (JOINT = GN) DEFLECTION DEFLECTION NUMBER (K WS) (KIPS) (KIP—F-•) (INCHES) (INCHES) - 0.001 0.074 3 0.842 0-000 -. -11:202 0..:. 4 1 Cl. S 2 _ 0.000 0. 000 5 0. 00 1 —0.074 Rigid Frame Design Progra Version V23 Design Summary Report-11 File: 91661a.0' ' Ppoi.: 91661a Date: 8/25/97 SRLO 70 12117.38 20/17'5 Frame # 2 . �- Start Time: 14:58:47 'iENDER 1- 2 LENGTH = 15.34 FT KX = 1.86 WEIGHT = 335. L5 SECT LENGTH WEB DEPTHS AT OUTER FLANGE WEB INNER FLANGE NO. (FT) START(IN) END (IN) THICKNESS i 15.0() 12'00 24.92 5.00 X 0.2500 , 0'1250 5'00 X 0.3125 2 2.41 24.92 27.00 5.00 X 0.2500 0.1489 5'00 X {).3125 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT SECT� FORCE MEPIENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (KIP-FT) (KSI) (KSI) (KSI) (OF) (IF) UC kFT) COND 1 �1.1B -95.8 ,l7.23 30.�0 28.17 0.06 0.95 0.77 g 15.g 4 2 ---------------_---------------------------------------------------------------- 11.13 -111.2 18.01 30.00 28.36 0.05 0.93 0.79 071 17.4 4 MEMBER 2- 3 LENGTH = 33.27 FT KX = 1.24 WEIGHT = 496. LB SECT LENGTH WEB DEPTHS AT OUTER FLANGE WEB INNER FLANGE NO. (FT) �TART(IN) END (IN) . THICKNESS 1 12.17 25.00 11.00 5.00 X 0.2500 0.1250 5.00 X 0.3125 2 10.00 11.00 11'00 5.00 X 0.2500 0.1250 5,00 X 0.2500 3 10.00 11.00 11.00 5;00 X 0.2500 0,1250 5,00 X 0.2500 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECl' FORCE MOMENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. !KIP) (klP-FT) (KSI) (KSI) (KSI). (OF) (IF) UC (FT) COND 1 8'07 -07'5 13'8& 30.00 28'14 0'05 1'06 0'82 1'015 i.1 4 2 -4'48 37'2 39'99 39.55 39'99 0'03 0'72 0'80 0.8'1 13.3 9 3 --_______-____--_-_-_-___-___-_-_-___-_'_________________-___ 6.80 20.1 14'36 19.67 30'00 0'12 0'75 0.87 0.2 ' -7----------------- 32.3 4 ME�BER 3- 5 LENGTH= 33.27 FT KX = 1.24 WEIGHT = 496. LB SECT. LENGTH WEB DEPTHS AT OUTER FLANGE AB INNER FLANGE NO. (FT) START(IN)°END (IN) THICKNESS 1 10.00 11.00 11.00 5.00 X 0.2500 0'1250 5'00 X 0.2500 2 10'00 11.00 11.00 5.00 X 0.2500 0'1250 5'00 X 0.2500 3 12.17 11.00 25.00 5.00 X 0.2500 0.1250 5.00 X 0.3125 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE M[}MENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. 4KIP) (KIP-FT) 4KSI) (KSI) fKSI� (OF) (IF) UC (90 COND 1 2 6.80 7.30 30.1 -20.6 14.36 29.67 14.36 30.00 0.12 0.75 0.87 0.8 .0 4 30.00 29.67 0.13 0.59 0.52 0.�� .0 4 3 ------------------------------------------ 8.07 -107.5 13.86 30.00 28.14 0.05 2 ------------------------------------- 1.06 0.86 1.01=/ 32.2 4 / Rigid Frame =Sign Program Version V23 Proj.: 91661a Design Summary ReportF lie: 91661a. � L1 t 5/25197 SR70_2 17. ;� 20/ 17_ � tame 8 Sta, t Time: 14:58:47 "iE''UER-` n LENGTH = 1S.3 FT KX = 1.86 . WEIGHT = 338. LB SECT C LL.t,`I �_.I t H WEB DEPTHS AT OUTER FLANGE WE 1f NER FLANGE NO. i=T) START(IN) END :IN) THICKNESS 1 15.00 12.00 24.92 5.00 „ 0.2500 0.1250 5.00 f. 0.3125 __ 2.41 24.92 27.00 5.00 X 0.2500 0.1489 5.00 X 0.3125 AXIAL -ALLOWABLE STRESS- -:.NIT=' CHECK- MAX AT SECT FORCE MOMENT FA - rO FBI AXIAL rrND LEND rLMr DIST LOADD 7 (IF) Uc • 1 !!-IS -95.S S 1 7. 23 30.00 28.17 0.06 0.95 0.77 :) SS6 15.0 4 .._ � -� .. 11.13 c.1 � i 18.01 30.003028.36�0.05 ..: _ 0.93 •- «./9-�tJ.O/1 17.4 4 TOTAL FRAME WEIGHT = '1667. _BS . ----.__----------._ Rigid Frame Design Progra Version V23 Proj.: Web Stiffener Report 1111 File: 91661a. Date: 91661a 8/25/97 SRLO 70 12/17.3E 20/17-5 Frame # 2 Start Time: --------------- 14:M8:47 MEM�Ef,' �ECTO� LENGTHDIMANCE TO STIFFENER FROM SECTION CHAN5E (FT� ------------------ C�LUMN I- 2 l 15.00 NONE REQUIRED 2 2'41 NONE REQUIRED RAFTER '2- 3 1 12.17 NONE REQUIRED 2' 10.00 NONE REQUIRED _________________________________________ 3 10.00 NONE REQUIRED BEARING STIFFENERS .............. SIZE JOINT 2 AND 5 ' USE (2) 2 2/8 X 0.3125 X 27.00 INCHES BEARING STIFFENERS ` KNEE WEBS SIZE MINT 2 AND 5 --______-__-_______'_______-_________-_-_____-___-________________ USE 0,14M INCH THICK WEB Rigid Frame Design Progra Version V23 Proj.: 91661aBracin8 Report File: 91661a.���' Date: 8/25/97 SRLO 70 12117.3E'20/17.5 ��rame # 2 ' Start Time: 14:5E9:47 __________---------------------- -____--- ___________________ MEMBER-DISTANCE TO BRACE POINTS FROM LEFT JOINT (FT) C � OLUMN 1- Z 7.3 13.3 1 4 . . RAFTER 2- 33.0 7.9 12.7' 17.6 22.4 27.3 32.1 PURLIN LOCATIOIG MEASURED HORIZONTALLY PROM LEFT STEEL LINE . 4'8 9.6 14.5 19.3 24.1 29.0 33.8 1 1 1 1 1 1 INDICATES THAT ONE STANDARD FLANGE BRACE IS LOCATED AT THE BRACE POINT 4 INDICeTES THAT ONE HEAVY FLANGE BRACE IS LOCATED AT THE BRACE POINT - MOW Frame 4E=ig"-pl_�Version v_J Pro;.: ? 1 6si a Anchor Bolt and Base Flatlv't F i i eo a 1661 a. Dote' 3/25/97 SRLD 70 12/17.33 20/17.5 Fn able 0 2 Stant Time: 14:58:47 Vector Sum of i3i:rz force of 1.1 and fang force of -5.4 is 5.5 kiPs---- - 'vei.:+.or 'Suis of Mn z force o -1.1 and long force C7 -5.4 is 5.5 kips QGctor sum 07 ho z force v7 2.2 and long force a7 -5.4 i5 5.8 kips Vector .]UI/1 VI I1m1 v IVlryt.. L': of n_ Ct11J 1t.J11g force of -•JnT is 5.8 1'1ir_ Vector Sum of ..::na_ force of 0.9 and long force of -5.4 is 5.4 i _F Vectorsum of io z force of -_.9 anlong tvre aT -ti.T is cvc kips %edit swill vi ei:.:n z force of -1.7 and long force of -i._ is 9.2 kips :•c..•.t..t' sum of horz Ivr__. i:,•"•^ _ and ivi'%g force of -9,1 is 9.2kips Vector Sum of iio z force o -0.5 and long 'force of -9.1 is 9.1 kips _O - h Vector =;%.i S�!1 iJ i ....:i' ._ force c.` i.., i 0.5 cti 1�� :. i..ii i 5 force iJ `; -9,1 .._� 9.1 kips ANCHOR BOLTS FEN? CO1.__MN i- - AT SUPPORT _ GrUMiA n �.• T r w DEPS - 12.56 2.O6 E S USE 8 x iJ .. 1/16 Mt`.ri I BASE PLATE i E Wi•iH 4,- 6:8 ZACn A-307 -3i7 naCHC R BOLTS OLT ACTUALS AL.:;_OWALLES LOAD CONDITION _n�- r•� CRITICAL FORCE_: (KIPS) (KIPS) - - ------------___-- CNEC)r. BOLT SHEAR 9.2223.7r j.ii-iL�WAii,. 391 SHEAR -• TENS_ ON 9.22 - 13.04 44.67 10 - DL+WA2 0.292 . :,=-. 9a 'L�-L.+O.OLi_ 0.204 USE 8 x iJ .. 1/16 Mt`.ri I BASE PLATE i E Wi•iH 4,- 6:8 ZACn A-307 -3i7 naCHC R BOLTS OLT I,i.:,iv i"i"Holt• Desian i -'r i.igi'c,ii�, "S JA on 1'0_•3 Pr of .: 916611 Connect ions Rept" r t File: 9166la.Ilk Date: 8/25197 SRLO •• Start .me. 14.58a47 CONNECTION TYPE; 4E4E MEMBER < - 3- DE PTH 1 AND 3 - 5, DEPTH 4 CONNECTION DAT•.. RI3ID CONNECTION MOMENTS-; A325 H. S. BOLTS,, t - - L- ) '.71 7) O.G5 DL+LEtD, Unreduced Moments (KIP -FT) (Q. S.) 4 - 3/4 IN. DIA. 8) Load Conditions: Member ( 2 - 3) ( 3 - 5) ( l:. S.) 4 - 3/4 IN. DIA. DL+WA1 1) 1L -17.03 -17.03 -ie.0 • 1.S. -• 5.00 X 0.2500 2: LL -72.35 -72.35 PLATE:PLATEr 6.000 X 0..5000 TN. 3) COLL -18.09 -15.09 4) UL+LL+COLI_ -107.47 -107.47 5: UL-+LEQ -17.07 -17.03 6) L;L+COLL+LES. -35.11 -35.1: DESIGN DATA: 7) 0.85 DL+LEE: -14.47 -14.47 -....--..-..---.-.-------_-..----•--•-------•-- 8) DL+LATE AI- SEISMIC 9.45 -38.63 Planoes: 9: T:L+WA1 105.50 25.61 O.S. - 5.00 ;: 0.3125 IN. 10) i1L+WA2 60.70 60.70 1.S. - 5.00 X 0.3125 IN. 1 1) DL+COLL+WA1 87.41 7.52 Web i.sf=pth -- 25.. ti?E i;. 1 W, 12) DL+COLL+WA .• 42.61 42.61 61 :verb Thickness 0.1250 1N. Sage_ -... 3.000 IN. Center of Solt to Flange: i top (out)- 1..16 IN. P, __ .:.Jr ,ill•'..]!-�� .r .:J�:1...% T1� :. f`tw F - bo- !out)- 1.215 1N. . . (rain.) - 50.00 K51 FT (C.S.) - 44,00 . bot (ins)- 1.557 1N. FU(plate) - 65.00 ::SI F-(I.S.) - .`SI 44.00 ::S Connect ion Desi on Summary* Bolt Dia. Req: d (O.S ..) - 0.7251 1N. (C) Plate Re ld (C.S.) = 0.4662 I`•3. (C) B1_iLl Dia. r. eq °u(I.S. = 0.6707 IN. Plate '-'Ly'u(i.S.) _ 0.4169 Iiv. CONNECTION TYPE: 4E4E CONNECTION DATA' . A325 H.S.BOLT`::: 40-S.) 4 - 3/4 IN. n - ;f IN. MEMBER `. 2 - 3! Dr' PI H 4 AND J - •J ] QEF• I 1 } 1I. RIGID CONNECTION MOMENTS; Unreduced 'Moments (KIP -FT) DIA. DIA. PLATE: 6.000 X 0.5000 j:N. Load Conditions: 1. DL 2. -L 3) LOLL 4) DL+LL+COLL 6) DL+COOL+LE+.:.: DESIGN DATA: t - - L- ) '.71 7) O.G5 DL+LEtD, --------- ------------------ 8) UL+LATERAL SEISMIC - r lan les; Flanges; 4.71 9.71 9) DL+WA1 3.03 3.03 -1G.04 -ie.0 • 1.S. -• 5.00 X 0.2500 IN. 1 1) UL+C:OI_L+WAI Web Depth - 11.000 IN. 12) LCL;-cOLL+Wti- Web Thickness 0.1250 1N. Ease -•• 3.000 0 I N. Center of Boit to Flange: P? bot 8 N y. r i •r P n bot (ins)- 1.666 IN. DesignEnnnection Bolt 01a. Regi(. (O.S.. ) = 0.4135 Bolt Dia. Req l d - 0,5559 Member ( 2 - 3)ti t - - L- ) '.71 4.7- 29.72 29.72 •. • 1 4.71 9.71 9.71 3.03 3.03 -1G.04 -ie.0 • -13.75 -13.7 -13.04 -13.04 -e. r'4. -8.74 FY min. ) - 50. 00 ..61 F (O. - )- 44:00 Vim .. S:. FU,�.:.l-.te: - 65.00 KSI F (1.S.. - 44.00 VSI 1N. data ^C d:O.S.. = 0.2754 1S3. 1N. ..v. Plate ^:e' (_ . S.) = 0.3719 IN. CC) Rigid input Frame ame L.•esian Program og am� VCr=icn V23 •- Data Eche File: 91661a. Vj e . Date: 91661a =/25f9 ? SRLL -z4= 3� 70 12/17.33 y0/ Start Time: 14:34115 __ 1 SEI 6D 15. :m:_affre _ 9166:... 9166..x:1. ; ra *SRLO 70 12/17.3a 20/34.38 DESIGN *SU CA SE FO WE DE *OPT BH *ANAL CO PA *CL DEFAULTS *ITEC:/O *CONC.! 50 *FLG/U.^O *PRC 0 0 *EST MTC 1 r•.1 -r- i 1 n l 1: T�; P r 1, VERT 1 �II_rAcJL�*♦..• TI`lr'{NL:F� Lr.F -L*I71 ,rE WcL-+ *KCG{J •:ERT TPIrCAi`1c DEFAULTS 4*RAF";•r:R_BRACE 1 4.821-5 4.321 4 4.833 7 4.833 1 4.833 1 4.S33 0 4.333 1 SIF -1-0 1 r E:.X? CCL_. *KEY'S BRACE *DIM 20. 8.5 *CONN 4/6 80 WO 62 *DEPTHS 8.5 30. 6B 15. / 6B 0. .2. / W9 15. / -1. / W`:• 0, / 36. __ 1 SEI 6D 15. / 6D 0. CONC O . y 1 2.420 0.00 7.333 1 6.000 00 1. _ %A2 GLOB ` CONC RAFTER tvf *K E•T S CONN jYM `DIM 1 b.5 1 . JJ. ^`D�C.:'`11'S 2.5 60. 1 6B 0. . 6B 10. 62 8. L CONC 101 --3.::60 34. / WY c_?. / ». / W9 10. / 1. / WA S. i 14. SLOE 'i 6D 0. . 6B 10. 6B S.. 6.710 .,;.00 *LONGITUDINAL WIND D 4 *1 6E6E 6 6E *4 4E4E 6 6E L CONC 0.01 -9._?ti;:'_? L.0==;D WIDTH 34,38 24. LSE; 1 2 LEO GLOB Y DEAD LuAD 1.97 3.460 ::?.0 *LONG EARTH QUAKE 1 LIVE LOAD L CONI. 0.01 -5.360 E"OL-L. LOAD 00 4 5 LEL.: GLOB Y CONE] 0.01 3.480 0.00 *LONG EARTH QUAKE 5 LEO 17.jS- 19.52 15.00 CONC: 0.01 -5.390 0.00 i = r� 1..52 20. 0C, WIND ARRAY2 40.52 0.0 -0.700 -0.700 00 0,;'c i;; -0.700 _..C: MDCOME) 100.0 DL *ALL 1.000 *DEFL 100.00.0 .. *ALL 1.000 *LLE:- L, 100.0 COLL TALL 1.000 0 *DEFL .. ; . ;_;::.. DL- 1:0.. LL 100. � .-.I.JLL COLL TALL 1.000 *DEFL 100.0 DL • 100.0 LEL_ *ALL 1.333 *DEFL 100..0 DL 1:0.0 COLL ...("?r:'.:? LEO *ALL 1.333 *DEFL 85:.0 DL 100.0 LEL=! *ALL 1.333 *0ERL 100.0 Tw 22� SEI *ALL 1.:00 :L:LLEFi 100.,0 ::!L. 100.0 WAI *ALL 1.333 *DEF' L 100.0 ::.'•L. 100,5 WA:-. • ALL 1.333 *DEFL 00..0 ,..L! 100 .0 . rlOL_L. 106.0 WAI ' *ALL 1 333 1..._J� F{ *DEFL ..i:;(:... _ ,..i... :L.• _?0 . .,- .. COLL (•� ...... WA2 -•; *`_-EEL LOAD DESCRIPTIONS ..ii._ *Dead L&ad LL *Live ....ad COLL *Collat mr-al Load L1._Q *Long Earth Quake SET ERA ETA-. *LATERAL MIC WAI *Windrr��-��•� 1 - *Wind 120. 180. *LLL 120. 180. *LL 120. 180. *COLL 120. 180. *DL+LL+COL. 120. 180. *LLL+LEI! 120. 180. *LLL+COLL+:. 120. 180. *`?.05 LLL+L 60. 150. *LLL+LATH 60. 150. *OL+WA1 60. 150. *LLL+WA2 60. 150. *LLL+LOLL+:. 60. 150. *ALL+C•.^_•LL+:=. __ 1 SEI GLC; X CONC O . y 1 2.420 0.00 * irTti_ SEISMIC C 1 _ %A2 GLOB ` CONC 0.01 6.710 0.0 7LONa IT DIw,L -W I dr1 1 WA2 GLOE5 L CONC 101 --3.::60 0.00 TLONGITUDiNAL WIND . 5 WA2 SLOE 'i CONC 0101 6.710 .,;.00 *LONGITUDINAL WIND D 4 5 WA2 SLOE L CONC 0.01 -9._?ti;:'_? 0.00 *LONGITUDINAL W IND 1 2 LEO GLOB Y CONC: 0.01 3.460 ::?.0 *LONG EARTH QUAKE 1 i LEO GLOB L CONI. 0.01 -5.360 0.00 *LONG EARTH QUAKE 4 5 LEL.: GLOB Y CONE] 0.01 3.480 0.00 *LONG EARTH QUAKE 5 LEO GLOB L CONC: 0.01 -5.390 0.00 *LONG EARTH QUAKE END Rigid Frame Design Progra Version V23 Proj.: 91661a Reactions and Joint Defle ns File: 9l661a��� Date: 8/25y97 SRLO 70 12/17.3G 20/34.38 -Frame # 1 �� Start Time: 14:34:18 LOAD -CONDITION 1 - DL ^ VERTICAL JOINT REACTION NUMBER (KIPS) ` . 1 3.553 2 4 3.553 5 LOAD CONDITION 2 - LL VERTICAL JOINT REACTION ` NUMBER (KIPS) 1 ^4.440 3 4 14.440 ' 5 LOAD CONDITION 3 - COLL ' VERTIC �ORIZONTAL MOMENT VERTICAL REACTION (OINT SIGN) DEFLECTION (KIPS) (KIP -FT) (INCHES) 2'053 0'00 0'000 . 4 . 3.61O 0'000 5 -3'598 -0'532 -2'053 0.00 0'000 VERTICAL 0'0U0 HORIZONTAL MOMENT VERTICAL REACTION (JOINT SIGN) DEFLECTION (KIPS) -------- CKIP-FT) -------- (INCHES) 9'387 0.00 -------- 0'000 . 4 . 3.61O 0.000 5 -3'598 -2-452 -9'327 0'00 0'000 VERTICAL 0.000 JOINT REACTION REACTION NUMBER (KIPS) (KIPS) 1 2 3.610 2.347 3 -0'613 . 4 . 3.61O -2'347 5 -3'598 0.00U LPill:! CC',"-,1-DITI0--,N 0.000 0.000 VERTICAL HORIZONTAL JOINT REACTION REACTION NUMBER (KIPS) (KIPS) 1 21.602 ' 13'787 ' 2 . 3 4 5' 21.602 -13'787 u MOMENT VERTICAL (JOINT SIGN) DEFLECTION (KIP -FT) (INCHES) 0.00 0.000 CINCHES) 0'000 0.000 -0'613 0.00 0.000 -0.37d 0.0i)0 HORIZONTAL DEFLECTION ?INCHES) -0.055 0.000 0. 000 0.055 HORIZONTAL DEFLECTION CINCHES) �.D0.0 -0.252 0.001D 0.00� 0.252 HORIZONTAL DEFLECTION (INCHES) 0.U0{) -0.063 0.000 0.000 0.063 MOMENT VERTICAL HORIZONTAL (JOINT SIGN) DEFLECTION DEFLECTION (KIP -FT) (INCHES) CINCHES) 0.00 0.000 -0'001 -0.37d -3'598 0.00U 0.00 0.000 0.000 -0'001 0.370 `, io 1 u Framel FrameDesign 'til Fr'' ogr"a Version V23 CONDITION Fi' � Os .. 91661a Reactions and joint De;• Ie�ne rile: 91o6ia.� Date: 0/ 5/9' rl nn . •-,, -, -,� �' rr SRL O / J 1 i! 1 ! . 3.7 20 / 34. 38 r i' ci �()C rh 1 :_INT Start Time: 14:34: is _OAD CONDITION - - DL+LEO VERTICAL FRICrL nORIZNTr_ :_INT REACTION EAL I h REACTION NUMBER (KIPS) (KIPS) 2. 05: 3 4 �3 . ,) i ..J -2.053 5 J "'IT ION - - _II_ . O I c•:-1 I ERTICA : 1_.^, f : L�1 L_ HORI^ OINT,�+ .^ftJ.^. J. l.. S.Jt ••t I �It_ .. eJ 1 N { REACTION RErf:-. 1 1Ot•1 NUMBER (KIPS) (KIPS) - '3.703 4.399 LOAD CONDITION 7 -0-8n DL+LE-,-A VERTICAL. Htrfjr'. i L t_�1 `a � HI_ .� 0I NT REACTION REACTION I ION NUMBER (KIPS) : K I PS ) q -0.440 .745 3 J 4 10.460 -1.745 J 30INT IT .J t..11`I I NUMBER J n 'r J S - DY -LATERAL SEISMIC VERTICAL e rt -^ r `1VIS, i iC fi__ REACTION (K 1PS . _ 0! 1 1^r' ^)h l'^/�; n10R 1-0I`•I REACTION (K1FS) -0). 9G5 MOMENT (JOINT SIGN) (KIP -FT) 0. C:j 0.00 MOMENT ( JOINT SIGN) (KIPOFT) 0.00 MOMENT (JOINT SIGN) (KIP -FT) 0.00 0.00 IL'�iCiy: 110 ENT (JOINT SIGN) :KIP -FT) 0. 0131 0. Cr•_^3 VERTICAL )E `�R I J.LML DEFLECTION (INCHES) 0.100 0.000 -0.532 0.000 0.000 (VERTICAL_ DEFLECTION (INCHES) 0.000 0.000 -1.145 0. 0_30 0.000 VERTICAL DEFLECTION (INCHES) 0.000 0.000 3 -0.453 0.000 0.000 i VERTICAL DEFLECTION (INCHES) 0. 000 -0.075 -0.414 4 0.000 0 0.072 c_)7 HORIZONTAL DEFLECTION (INCHES) -0.055 0. 000 0.:.355 HORIZONTAL DEFLECTION (INCHES) ) 3 . '000 -O.ito i. S0j ...:)r: ) 0.11e HORIZONTAL ORI^•i^+1• T 1 DEFLECTION CINCHES) 0. DOC) -0.047 0.001) ... 000 0.047 HORIZONTAL DEFLECTION CINCHES) 1.256 . 28-4 0. 000 1.327 1:3 C n C: C: C- L4 .2! :K 0 :9 0. z - LQ W I Uj 63 LO 41 GJ W I Uj U LO 41 GJ 10 1 03 so tj LQ 41 LJ W I Di F, rtj ri ! 1 ...I 1 r r, !-I I m? I mz ...I I X --A i I ;n Di -C K) Ml P-1 i ► i- M M, I — 'M M 1= 1= I M M I L11 LO I T. :11 1 01. 1 X D :13 1 4) 1 7z :0 '11 1 C', L11 X I I Mi -i i - q -1 a i -' .--) -i ...I -j LO 1 T -4 -9 t J CO 1 rj,. CO Cf) 11 I— C •:11 4. iD 0 D, U 1 + + 3: I Ti C. :D I Ili x 1,..j I I ., IllP3 .-. LQ 1 7:: 7" Gl GI 1 17 1-4 1 (71 1-4 r) t-4 I n r-4 LR 1 "A -4 0 N) I'D ro i T n cli ! T ---i 0 ED CFJ :"f LO Lq I ED Z W 1 01 - Z 1 0 -1 010 --f co ED 1 0 -1 1 - 0 --1 2f :11, L4 0 L4 0 C-4 --q :41 A _2 CD 0 1 -U --q 3 --A 2 . I I In 0 1 Zj 03 z C) 1 71 Ul z C, 1 -1 --1 C. 1 -4 C". 0 1 -1 -1 -4 I I Z 1�j ry V <in < I -.M< I M < 1101 TI Ill I pq "I Ill I 1 -11 Ill r- xj C-1 CD C. 0 1 Z r- 13 0 p p ! r x 00- 00 1 Z F ;ij I ri A -1 . . . . . 1 0 In A . . . 1 -Z 11 In -1 . . . . . I r3 In -4 •i I rc� c. c'. 2: r. �--i I In -4 ri C-1 .') -,0 0 C, .0 R -o- Z 5 i 1: ,.-1 t --i 1 Ill ri 0 0 I.J 'D 0 i C, C. Lq C. C. I M CI " Ill -i r) C, "-') U1 0 -0 i .0 cy of .6 o I T- n i If -4 H N) 0 r -q t...) C) 1 03 — 11 Co C) *--I Gj M- GI C) I co D M 0 0 -0 0 1 M " D I - 0 r - z 1:i 2: I In 0 1 Ill o Ill 0 C, C. C. C. C. I Zf r- C. 1 -11 a i zr r- I 1 C. (:> I -11 X Z I'- I.., I , c., p i -n X 2r r- o i n m 'r I nmt.{ i n F-11 r --j . . . . . I n m r4 I o o c, i rj ci 1 3: f -i 0 1 3: D 0 LO 0 *,,1 0) C- 1 3: r) 0 I f..q -0 0 U 0 1 M -i Z Gj 0 f-1) GI 0 1 m -A z 00-0 1 M -A z D- 0 t•) -�o 0 1 Ill -q z I 4b o C, 41, C" I ED t. -I --j - C., C. C, I [j) 1-1 -.1 .j C." C", 1-j C) U) -' -1 0) 0 C." 4b C- 1 0) -, --4 0 7.) 1 - 0 1) 0 D I -017 D z r- R ,. • id i rams i-•Csign r'1 t -J -j .,amversion V23 P of . u 91661ar• 'Design 7UPllfiarV Report` 7W.Filet 91661cln 1 Date: 8/25197 ^ Jrr7'L. r) li% 17. .. •-: �-0 �J'�•. �+�1 I i•��I�e rhr 1 Start T_tn_e 14:34: 153 MEMBER _-2 LEI\16+1-i F 17.96 FT KX = i.44 WET_GHT =46M. L.-• __ECT LENGTH WEB DEPTHS AT OUTER FLANGE WEB Ii••ir•IER FLANGE 1`O. (FT) ;TART (IN) END (IN) THICKNESS 15.00 i.2.00 33.51 6.00 „ 0.2500 0. 1489 6.00 .. 0.3750 `_' 1.74 33.51 36.00 6.00 ^ 0.2500 0. 1780" :, , 6 n jai , ;, 3750 AXIAL XTAL ^ -ALLOWABLE ST cSS- -UNITY CHECK- cCr- MIV AT .E:. FORCE i1•E FA -rO -BI nvjnLBEND SEND COMB DISTT LJrL ,'!( 1 P) (KIP-FT)(KSI) (KSI) (KSI) (Oh (IF) UC (FT) '- ri -16.38 194.3t. 99 29.48 39.99 0.05 0,98 0.66 0.9s;/15. J 9 -- 21.91 2081 .. .• � ,.SU 30.00 27.h5 0.12 12 C7. 91 0.75 Q . c fl 10.7 =+ ... --..----'•--------.--..--•--.......--.-------'-----••--...----------------------'•--------•---7 ---------•----- ;=i;__i-ir:E.R . 2- 3 i..i'.NGTH = 32. S6 FT KX = 1.27 WEIGHT = 717. LB SEC TLENGTH WEB Lrr1HS• AT OUTER FLANGE ANGr WEB INNER FLANGE (r T) `:• A R T T h END ( T F I T I T C i/ p 1� f• 1•� i�di:.i. �.•� rin 1 (11d >=1�I1, • ll•!) : r{11_,r.lv��a 0.44 34.00 14.00 6. 0 0.25:0 0.1780 6.00 : 0.3750 2 10.00 14.00 14.00 6.00 X 0.2500 0.1489 6.00 ; 0.2500 -.. C;t; i�?. C's_i '14.00 6. 00 X x;.2500 0.1250 6.00 X 0.2500 =i:,iNL "'•t-1i_.L_OiJJrlBi-E .`..iii*-la=•rirCHECK- Kirin AT SECT FCRCE :i_!,'1EN �AF BO FBI AXIAL BEND BEND =ND C`rE DIS T LOAD NO. 'KI P' ('.1-!T) KS} (KSI) (KEI) (JF) •_F, Jc (FT) CON_ 2 -9.40 b:.5 39.99 36.^te39.99 0. 05 0.81 0, U i 0.856 14.9 9 1 3. 81 46.7 % 1 .Y_ 27.22 30.00 0.17 O, Q•_ ( i n S4 0.991 31.5 4 :BER -- 5 ....=.NGTH - 32.86 FT K - 1.27 WEIGHT = :' 17. LB' IL. SECT 1 L_.E ••IG I l l WEB DEPTHS S A I OUTER ER 1 _n(_LWEB INNER FLANGE AN - 4::(FT) START(IN) r:--. i• (IN) ., ,00' 14.00 a4.00 Ent 0 ,• 0.2500 0.1250 6a0 i .. 0.2500 I0 2 10.00 14.00 j4.00 r 6.00 ;, 0.2500 Jc; c7. 1=•89 6.00 .. 0.250o AXIAL .._ ':-.'.TRESS- -UNITY - r v- MAX AT SECT r:R_r ..:=- BD FBI AXIAL BEND BEND r COMB L -C- LOAD NO. ?KIP) (K:F-FT) (KSI) 4KS_) (KSI. (OF) (IF) i 13.B1 46. i 17.42 27.2.,._ 30.00 0.17 0.62 17. C••'+1• 0.991 1.J `t . n L- _1J5. 35.B ... . c9 27.68 ..'f.;. nC;+ ('. i�f L4_; C;. tea. 0.758 8.0 •^r :> 11.46 -200.7 15.73 30.00 0 ._7 .`9 0.06 O. T6 0.79 . S9;,. 31.4 4 ... --.--_--'•-'-•-----..-_....._...----------'•-._-••--_._-...------._-.-----------------_'-------------.----- ------------- Rigid Frame Design Prog Versic�n V23 Summary Report File: 91661a.��� Prcj.: 91661aDesiSn Date: 8/25/97 SRLO -------------------- 7() 12/17.3G 20/34.38 0 --Frame ---- -_______'_-___-_____________-_____-____________________ # 1 �m� Start Time: 14:34:18 MEMBER 4- 5 ' 17.96 FT KX = 1.44 WEIGHT = 465. LB SECT LENGTH WEB DEPTHS AT OUTER FLANGE WEB INNER FLANGE NO. (FT) START(IN) END (IN) THICKNESS 1 15.00 12.00 33.51 6.00 X 0.2500 0.14% 6.0{) X 0.3750 2 1.74 33.51 36.00 6.00 X 0.2500 0.178{) 6.00 X 0.3750 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (XIP -FT) (KSI) (KSI) (KSI,. (OF) (IF) UC (FT) CONE 1 22.00 -186.7 16.35 30.00 26.91 0.15 0.98 0.79 O.T47V 15.0 4 2 21.91 -208.1 17.30 30.00 27.25 0.12 0.91 0.75 () 16.7 4 TOTAL FRAME WEIGHT = 2364. LBS. � ' KNEE WEBS SIZE ________________-____________ ^ 30INT 2 pMD L5E 0.1780 INCH THICK WEB ______________________________________ ~ Rigid Frame Design ProgrcT Version V23 Proj.: 91661a Web Stiffener Report File: 9166la. Date: 8/25197� SHLO 70 12/17.32 20/34.38 ----------------------- ���rame _______________________________________________________ 4 1 ��Start ' Time: 14:34:15, ^ MEMBER S�CTION LENGTH DISTANCE TO STIFFENER FROM SECTION CHANGE (FT) ` COLUMN 1- 2 l 15.00 NONE REQUIRED .2 1.74 NONE REQUIRED RAFTER 2- 3 1 13.44 NONE REQUIRED 2 10.00 NONE REQUIRED 3 ........... .... _________________________________ 8.00 NONE REQUIRED BEARING STIFFENERS SIZE JOINT 2 AND 5 . . USE (2) 2 6/8 X 0.3750 X 36.00 INCHES BEARING STIFFENERS KNEE WEBS SIZE ________________-____________ ^ 30INT 2 pMD L5E 0.1780 INCH THICK WEB ______________________________________ ~ `~�. '-~. Rigid Frame Design ProSra Version V23 Proi.: 91661a Bracing Report File: 9l661a.��� Date^ 8/25/97 SRLO 70 12/17.3G 20/��4.38��-rame 4 1 Start T1me� 14:34:18 -------------------- ---- ________------------------------ _______________________ MFMBER DISTANCE TO BRACE POINTS FROM LEFT JOINT (FT) ---------------'''--------------------------------------------------------------- ' C01LUMN I- 2 7.3 13.4 1 4 RAFTER 2- 3 2.6 7.5 12.3 17.2 22.0 26.T 31.7 5 4 1 1 1 �RLINLOCATIURGMEASURED HORIZONTALLY FROM LEFT STEEL LINE K8 9.6 14.5 19.3 24.1 29.0 33.8 5 4 1 1 1 ' 1 1NDICATBTHAT ONE STANDARD FLANGE BRACE IS LOCATED AT THE BRACE POINT 4 INDICATES THAT ONE HEAVY FLANGE BRACE IS LOCATED AT THE' RACE POINT 5INDICATBTHAT TWO HEAVY FLANGE BRACES ARE LOCATED AT'TBRACE POINT � ° / !•1 is 4A dwa Anchor f !•ai11C Dem i 11 P1 Version Vgr0 Bolt and Base Plat`port ALLOWAB'LES VLFile! 91661a1 UNITY Maj.: Date: S4G 70 12117.3S ="/34338f L:L:LI" SHEAR 13.79. Frame # ; -----•-------� o -- - , 8: SHEAR - TENSION 9.85 - 19.60 37.99 Start Time: actor sqm of horz force of 2 .1 and long force of -5.4 - is 5.7 kips ::.:!_ i. L'i -3 •J m 01 t `t z force LC V ! -2.1 and long force of, -5.4 is vs 8 kips V2Ctor sum of h rz force of 4.4 and long force of -50 is 639 kips Vector sum of h=,r.. force orce of -4.4 and long forC2 of -5.4 is 7.0 kip= .:�1.. {:or _>u::� of ;;e:; ... force of "_.7 an�d.1 ;.orlg ' orC2 Of " -5,T � c �isb kip= ect:or sure of hor . farce of -1.7 and ion force of -1.4 is 5.7 kips Vector =lure of hor z force of -3.9 and long fork: of -9.1 is 9.8 kips ;;:.._tor Vector sum ^ o� • �..:::r� force _ of - �.9 �,n� � long force ^ of -9.1 is � 8 .3 kips i•ectoi sum of i`em z forco of -1.5 and long force of -9.1 -is 9.2 kir^., . _.: _ .ort sum m _! f . ... r z force o f 1.5 _. I _ long 1or_.-. of -9,1 is 9.2 k_p_ ANCHOR BUTS FOR COLUMN 1- - AT Si_ir`PORT _ C:.:L.1 UMI N ` E^ ... IO I DEPTH - 12.62 1NCHEC ! 1 V 6 l a 8/25/97 14:34= 183 ACTUALS ALLOWAB'LES LOAD CONDITION UNITY CRITICAL Fe,F.CE`: (KIPS) :KIPS) CHECn L:L:LI" SHEAR 13.79. 17-67 4 -- LiL'-LL+i ;CLL -----•-------� o -- - , 8: SHEAR - TENSION 9.85 - 19.60 37.99 9 - CONC: BEARING ING _'1360; 66-28 4 - 1L+LL+,LOLL 0.3 .6 i= 2 ` : 13:/ 10 INCH BM E PLATE -TE WITH " - 6:8 INCH NC H -3I7 PO'BO TS ANCHOR 1:0 0 -fl —f! -!1 _!, c Ci) :S" T•- :--1 0 71 3m, w "I'll '=r1 I I Cf. 01 IA C:* ° u u:l Lfi 1••1 I••1 m r -r rurrn I--• F-• ill _I CD I:,[• 1Ill co 0 rtrtn CrUrtr-trtfD t1 Q + + �n •i• + l7. ,.r. 1) r r- r-• 0 DD rm01 r I rrI !J -0 Ul ° Fri rt '•t 1,_: ° _) I i ° ° ,� T I U) 0 .-: ff n :0 X1 11) U1 i• ul -1' rp 11) rD f[I Li'l `' '+ 1 L.1 U1 1•'• 11 UI I D 0•• 0• Cf- • I 4r rD I 27- (DQ. -1 .�. .. -• •-. 0 Cl. El. I G n . M :t Q. !--! C:J Cfl !-...,... ,... ,-•' Q 1.1 :�-` .�, � ° •,I -•J I 10 t••a Cl• L11 L11 -,•1 -,•1 �J 3 �! LJ Cf` t••, •ta 4:= C11 0` 'C' 0 0` 0- Cf) Cf) i:). 0_ r ; L•!1 ,.., 71 0 h.! C:} Ul 01 u i rt UI r-, I --I w, I--► I:O I , ,.., a•, ... ,.-, Z i ZZ ro i z G Z 7 :1 r 11 11v (A 01 3m, w "I'll '=r1 I I Cf. 01 IA C:* ° u u:l Lfi 1••1 I••1 m . ! -h 00 t••? Q• Lf! �J Ln J -J 4 ,-• -J 71 1 1 '4 I:.1 Cr PJ -P •Ja 01 G- C) •,0 0- Cf• Cn -1 1 I • l V I I I I r -r rurrn .I. + _t. + _I. 1:0 .I. + -I, I-' 0 nCIEE:r;ii)i r r :11uI_iDDD 0r1l1•• t1 + + �n •i• + l7. ,.r. 1) r r- r-• 0 DD rm01 r I rrI !J U1 U) ° Fri rt '•t 1,_: ° _) I i ° ° ,� T I U) 0 .-: ff n C: �mmI �: ►- 0 1•'• 11 UI I D 0•• 0• Cf- • I 4r rD I 27- (DQ. -1 .�. .. -• •-. 0 r= G n . M I I I I Q. N) '':} a) GI C?1 J=) 0- CII '•4 Cr - •,I -•J I 10 t••a Cl• L11 L11 -,•1 -,•1 �J 3 �! LJ Cf` t••, •ta 4:= C11 0` 'C' 0 0` 0- W f6 Q u i rt UI . ! -h 00 t••? Q• Lf! �J Ln J -J 4 ,-• -J 71 1 1 '4 I:.1 Cr PJ -P •Ja 01 G- C) •,0 0- Cf• Cn -1 1 I • l V I I I I D i h LJ i CA B rt0C I. - 4u CO `0 C.! tJ Cr• ' -P U Cr CO 4 1:3 U 17) -h -, -), -h fJ a; M ir. ° ,.- ! F; i L!I co L!1 I +' I rrI I-• 1•+ ([I ''1 w Cr R U) U) a' I 0 m ° I M 1 n rt '•t n o' crrt rt rt rD ° _) I i ° ° ,� T I n 0 .-: ff I o �: ►- 0 1•'• 11 UI I D 0•• 0• Cf- • I 0 I 27- E1) !b -1 .�. .. -• •-. 0 n rt ° I -i ° i G . , :. t:; ,.:. CI •1- ;r =r 0` 0` 1 D C' I 1 a) I 7) •)) r[i N rt [fl ftt)J QI Cr .:) I C' r'• 1 1) 11) i1) u i in ..' 6 1 ! rQ U) U) _ 4 t•• 0.. ,.. '11 C' •J C': �J Ln S •,i fel C^ G^ -0 03 0 C11 0 i � ! .:. .J I rr1 II II ).; t -i 1.1 1-i 1-i u:i 1--1 F1 ►--I ►-i hi I f -T 3) 1) 1 1 v c Z 2 ZZ.. M Z L L -, SZ._ { c a a ! r; ° `J I'••.l t. Cil IJ• r•.; . Q`0 CO -J G" f_.!1 -P W t•J !-• 0 1 !-+ �. ., ,.. .. ._. ... .. •., ti. A) I Cil ►-1 1-1 TI it ry ry rt r 1 Ls Cr r•1 o h n r !_) r z C: r-r-rrrr° rrr=orrn I • •1• + •1- •1• + O) •i• ! + r 0 1 0 nng:zrun -rr a 1 0 m ),1' 00I1DD 0mr CL 1 21 I rt° r mrI—n ''t I m _� .. ++ X++ 0 N 1 n z_I-E Drr- r 0 1 -•1 •r- D D r- m m r :3 1 -: a, z to 0` Ln n1 i frl fil I .11 ' .. U) 01 11):3! CO ! -?1 1 0 111) Q. I r,l ° ° ' -U u) W - n T) Ti 07 0` 0 t••1 t•:) Cr r.i 0 Gj CA t•7 t••) I ' II II )1 C) •,)LOWC•.'LnW ,)0*.0•• 0 2: 1 .I 1-4 t•., 0) -1 a 00 K, `0 t•) Ln 0- t .• 1 LO ►. W ,.... W fD I LrQ, C' I I UI I CA A •J' - - O) r- ►•. 4n 0` t•:i 0` 1...) 0 W GJ tJ (.J t) 1 C. 'J -LO Ln `0 `0 UI W-11 0 •p 0` 0 T I I t _t Q• -Pa CO Cr- t•:) ••a -I -1 t•.) m J 11 1 O) 0 •,) ►.. ►.. 01 t: i 1-.. Ln - W I-• U -1 ! 1 •� U7 r-rl .� �, i I /-i ►•i I I I I D i h LJ i CA B rt0C I. - 4u CO `0 C.! tJ Cr• ' -P U Cr CO 4 COLD FORM Z SECTIONS-.'—-_ 1986 AIS1 Properties of Section Ix Ix OEFL Sf SQ rx ry Iyc 1xy SECTION (d x b) L THK. R AREA WTJFT Y� (IN) UNI (IN) 11N21 (LBS.) (IN`) (IN') (IN') (IN) (IN) (IN) (IN") (IN') 8.5 x Z5 Z .057 .769 .057 .219 .83 2.84 8.94 8.94 210 1.70 3.27 1.19 .59 2.35 8S x 2S Z A64 .781 .064 119 .94 3.18 10.02 10.02 2.36 206 3.27 1.19 .67 2.65 . 8.5 x ZS Z M2 .951 .072 .219 1.08 3.66 11.53 1153 2.71 2.48 3.27 1.26 .85 3.22 d X_ _x 8.5 x 2.5 Z.080 .965 .080 119 110 4.07 12.78 1278 3.01 L92 3.27 1.26 .95 3.58 X R -y r 1 Y 8S x -5 Z.088 .978 AN 119 1.31 4.47 14.03 KM 3.30 3.30 3.27 1.27 1.05 3.95 10 x 275 Z.075 1.02 .075 .219 1.28 4.34 18.70 18.70 3.74 3.39 3.83 1.35 1.17 4.75 10 x2.75 Z .084 1.03 .084 119 1.43 4.86 20.95 20.95 4.19 3.91 3.82 1.35 1.31 532 10 x 2.75 2.100 1.06 .100 119 1.71 5.80 24.86 24.86 4.97 4.97 3.82 1.36 1.57 T6.35 • 5. -,�. :'Tt"�t�•r:'...: wv ruesaR+'r�'!z.-yr �'^� .,�.<:-,--.=.:=:•" } ;ygt -�- COLDORIV G SEGTIONS;,1.986 AfSt . b Properties of Section IxFOEFL IIN') Sf (W) Se (IN') . rx (IN) ry (IN) ro IIN) Cw (IN') SECTION Id x b) L (IN) THK (IN) R (IN) AREA (N=) WT./FT (LBS•) 8.5 x 3.25 C.075 .750 .075 119 1.18 4.02 13.19 1Z52 3.10 257 3.34 1.16 415 23.20 d xEorR' x 125 C 2 85 A9 1.00 092 119 1.49 5.06 165 3 16.53 3.89 3.43 3.33 1 10 4.34 33.31 10 x 2.75 C .075 1.15 .075 119 1.28 4.34 18.42 18.42 3.68 3.53 3.79 1.02 4.43 2950 10 x 275 C.084 1.17 .084 119 1.43 1 4.86 2058 20.58 4.12 4.05 3.79 1.02 4.42 33.13 Y 10 x 275 C.100 111 .100 1 119 1.71 1 5.80 1. 24.38 1 24.38 4.88 4.88 3.78 1.02 4.42 3955 i kr-.. OLD FORM EAVE STRUT SECTIONS A986 AISI b I Properties of Section Ix (INS) Ix OEFL (INS) Sf (IN) Se (INS) tx (INI ly (IN) (IN) Cw (IN') YSECTION (d x b) L (IN) TH K. (IN) R (IN) AREA IIN=) WTJFT (LBS.) d CR 8.5 x 3.25 ES .075 ..750 .075 119 1.18 4.02. 13.19 12.52 3.10 L57 3.34 1.16 415 2310 8.5 x 3.25 ES .092 1.00 .092 119 1.49 5.06 16.53 16.53 3.89 13.43 3.33 1.20 4.34 33.31 9.625 ES .084 1.00 r$ .084 119 1.60 5.43 22.55 20.74 4.28 3.77 3.78 1.51 511 56.25 125 b * 10 x 3.25ES .084 1.204 .084 119 1.52 5.18 2-72 22.72 4.54 4.22 3.86 112 4.75 49.45 • Monticello, Iowa Plant Only we Io` •..• N' /I"mrin/'7 1C'-�rl."� IAi rR ,wl'Ir iA+nt . r ! naMr' _ PMMf aw.Q rM MAX n -r �' a0O - • A yll R1fIRD IMM PR ISp( W .. ff •f R.W IIKM a � In a/f iaof Ln6—AAnurf /A f1 Ip- dt Y>7 /4-rJl IROI . 1 A I/rl Ir -1 RR llwrll w'" /CI "S• AJp• rl•lrll sl -!m N JA MP fa lou[ m smnw o RUNWAY BEAM I/Or ROLLEO BEAM OR CHANNEL SPLICE � � enl«r rr Ralf r/11 1 1 I �r IUOr! orraaa ww rlll.r 1 NI I Nl� I 1 1 Ca/Ml lTnar ;nr J^r PaUAL rRAME BRACKETS IMT 1 visas a /lrrnol I /ANGINC BRACKET - CRUC/FO?M FLANGE CLIPS h HEB CLIPS f ru 10r ralafr rel rM nn mr1 t.. ro rna n aRrs - =r.Iwe Me f 1A rff 1/rl W M11 Mc J _au/• a LNIl� — !(!I rl•I IAO J,c—,c M/Vf I N DR `— ENO ?AF/ER a am Ia SOI ".4ut ",r Jn II.rAI carer n -t rraa a HANGING BRACKET - /I SIMPE END PLA IF CONN£CRON Ar �P� LEAN-TO C1? END RAPIER A sXwm- •I rARaf aur RAl CdtW /aCwC iOr 9Rf1 H-1 CCCUAIN/CRANE BRACKET r e� ���...CCC •I/ srr I �Il_.fl w.(a Rca Inns p feI o fat?•J-1 V `IM(I •AR -4 �N T PIPE scour A 1 Mgt Mrs • aJ-I"°I r fer'a'l R+oml a aLL a4R Rf A na.Rr Ia•1 on 0r/AArJPAx R /aL Fe e •orAr our In ► aar a Rwr a /RR sw UMYaular /r1lr 8001 /ONRf /and •°Vw.a� a a alf Jun ns Iia ,yr. Q.IPJR Tic a JW01IMfOMJR rus J.Orr/f Is.1alft Js f1 nK (I `I `v/I. t RIN 1 =rte• - JYI Nf JV(R Ir= flf-IIl 41.I RIfR Vi !1 -IR 11r -I IMP !I NII •f -I •AR A l W /APAP Af RwI1I1 RR Mrf�ra'4 ffY IO ry .A 1 O Ifwa I V � —11 BRACE R00 CONNECRON VOCMAr snnrraa PRM R[GIARO KRµ CQWI In01Q rArrf 1 RR 9[LI r7-1 rAar t !IA•Rr Miff sm FIl onflw marl. DIACONAL SR/TFNER/syr •110 RAW IIrf1 Mf /u/1 BRACKET M ' /Ir1 W �rR N 11a01 W !/Ir W N 41 Mr Nov Ipr_RLr W {AI ff—T, NI 1/r1 RRr Inl wort$ Ed rff r/aitr• �„ ,�,�„• STAR BUILDING SYSTEMS, VELDING E1IGINEERING R RDIC1112M crco cfwwr �` SIANDARDS FWS OIlf ` >nf Nt Nf I Mill'. 11111111 p N tR�1 —� u! l _ —/ Wf 1 �� !O[afRi yp lnr Lrt +.'• V {At I} 11 '�"` uwr f rAwf I }—.•� wt .,-P nett s , ✓ � IMI l P� rtwt • ' V Wr I w! 1 CORNER COLUMN ENDWALL COLUAIN ENDWALL COLUMN ENDWALL COLUMN ENDWALL COLUMN At bfAo "AL[ Ie lr•ASs imp (emAll ORI - In UPI p wRr 04') fv'Atft V v V 1fI 1Qp/I I RIRf1/ V$ V at/A1 1- JAI!E: �t tfetrRrl - Iffl q -r girt I rp - Nt yf�y DIX •A� ► Nf �/ N ���I�t (AI EA W) £AI•£ CANOPY`SR�A.FIER ,`R V. MANSARD FACADE a ' �rA msm Nt IaR tR7 w b ant 1/11 �f 440 RMIt1 ' �• V [A XT t a- tllo )? IRt/ R -I (At CAW) SAYE CANOPY RAFTER V fM 7' )AtrI .I•I rAwf J - QMRA( NDRJ l ml -ft r—CIpA—SAW [A.VIIMP/mrRROI ftll//p1fpv)O Ill1•Y tfAtf 1C -a /Ot tIRIyI I4R ![lOI) It[n1 p YIIItAI Wl1 f11 -IRI.! -1 �I tMf l a ORMAN l/ UI Xf AM tsrulA Np [lift It eitll.In AM tmfo• tr [.ft/ YAY YArr Nt AA JaItf stat e W s tag' SO nRAv w' IAt. wl�w tulr bfr rtwto N Na A [ale. Anntpl.A9 lftOwo trtor/t� f A" Nl Nb{ trw NI I A011 fl snf•IIa d.l nlrQ vl[ wl.t.a LIyy '�l l�rl a.11 � l fM IAS/1 M //IV 141 /4 AnrMI1Q /{p�1 If11 b [III O liNl on �_I MAI IAeI[ 1 YER KCAL FACADEa W f � a n saw" MCI mol fw MI[ M R[Ot I flrt fl -1 Iwll I4Or tuft ItOe.D air (b[I/1Y CA K) umn(/t Nf FACADE COLUAINSV• Q1 FLUSH CANOPY RAPIERS one ve tat IIINfllyq tr etR NOBS fall R N W MI I e! (� J/17/�f • ' ' STAR DUILDING SYSTEMS A. WELDING ENGINEERING J GMWAL R[Ny01 r+l1 D�QL nn Inset „' STANDARDS a aolca1r111 ttm GPfMII WS -4 � Lr ir,� v • ,J �.'.:.+:��w.w• ``mar. t�� r.. ��3 r.� - n , ,•, ' � V V - r... ab ura-Ri a anelr2roper7re '"'q` STAR BUILDING COMPONENTS t` STAR allILOING =mpnmL- 1GTA2 01111 "1k11-- '7 nktr- �+.,..cn.��..w.. I 1113 I a I . 41, 13: i ' as 4e 13 I 4a I 4e (3: ( 48 36 PANEL PROFILE •1. Sec ow prcperdes have been -lad ed in ==lance with the 1986 AISI Cold -Farmed Slee! Spedfi afion with 1£•89 Addendumt. 2. Steel Wdmess was rued in determining secdon properties Coated Ihirktess incudes pknbd or anc.ahaaicuan radn9- ALLOWABLE LOAD (PSF) FOR NOMINAL ENGINEERING PROPERTIES OF STEL DURA -RIB WALL PANEL , I SPAN CZNOMON I LOAD CONOMON GIRT SPACING 5'-0 I 6'-0 7'-0 OUTSIDE IN I DMOE IN PRESSURE I 47.06 54.78 S; �? COATD SUC7i0N 1 56 6 COMPRESSION I 18.68 COMPRESSION I 24'-0 GAUGE Tw. THK FY WEIGHT 2 -SPAN IX' St T31.98 Sx SUCTION ON.) Mf•) (KSq (fes i ;V.66 I 1 i Fo 124.33 127M PRESSURE I I 40.22 (IN.I.) Wur,-) (� a (110,, (KEn 26 I .018 1 .0198 I 50 I 931 10.01917 1 0.04421 1 401665 I 0.041x2 I 30 24 I ,022 � ,0Zw' • � 50 I 1.128 � O.007� � 0.05614 I O.Od518 I 0.054 � 30 •1. Sec ow prcperdes have been -lad ed in ==lance with the 1986 AISI Cold -Farmed Slee! Spedfi afion with 1£•89 Addendumt. 2. Steel Wdmess was rued in determining secdon properties Coated Ihirktess incudes pknbd or anc.ahaaicuan radn9- ALLOWABLE LOAD (PSF) FOR NOMINAL GIRT SPACING GAUGE I SPAN CZNOMON I LOAD CONOMON GIRT SPACING 5'-0 I 6'-0 7'-0 LOAD SIMPLEC PRESSURE I 47.06 54.78 I 32.68 l- 11.70 I 24.01 is a6 SUC7i0N 1 56 6 1 29.66 I 18.68 ( 20'-0 I 24'-0 PRESSURE 112i� 17 I �'t i 26 2 -SPAN I W -c T31.98 16 59 SUCTION I I I 246.01 i ;V.66 130.E 1247-06 7.84 U 128.63 124.33 127M PRESSURE I I 40.22 I 20.53 3•S?AN 30.:6 157.91 57.90 36.46 SUC710N 58.83 I 100.05 40.85 57.90 30.01 I 36.46 29.46 143:2 3308 138..09 PRESSURE I 59J6 ( 41.!0 10.49 37.V SIMPLE 66.46 38.46 24.22 SUCTION I 57.00 ( 39.58 29.08 34.13 138.89 = 1 36.15 ( 6219 36.57 2103 2 -SPAN PRESSURE 57M i56..A 39.38 90.46 29.08 56_06 24 SUCTION $9.76 1'630 I 4150 90.46 30.49 •5696 3 SPAN PRESSURE 71.24 122M 49.48 70.79 I 36.5 4458 SUCTION 1 74.70 122.33 S1.b8 70.79 38.11 4458 ALLOWABLE LOAD (PSF) FOR STANDARD t GIRT SPACING LOAD EiVE HEG7m 10'-0 I, 1Z -0 I 14'-0 I IT -0 ( 20'-0 I 24'-0 GAUGE CONOITION P� 126 I V I =60 I W -c 20L 3096 i ;V.66 130.E SUCTION 128.22 128.63 124.33 127M 130.13 128.47 30.96 30.:6 35.0'0 31.81 .29.46 30.75 PRESSURE 34.17 34.73 29.46 143:2 3308 138..09 36.49 116.01 34.48 137:9 24 37.V 37.36 SUCTION I n T X42 11736 30M 34.13 138.89 = 1 36.15 ( 4352 16.01 37_9 1. Tap values are based an stress ltd for wind load a irshded 2. Bodom valvas are based am defier on of 1.1120 for 10 year wind (Us0 for 50 year wind). 3. Standard fagmer pW[mw allowable a = bs hcL-KArrsg 113 kcmm far wind (812 fastener wbW washer). T JIAN BUILDINU 1UaMWNENT5 17 STAR BUILDING GaMPONENTS t? STAR BUILDING COMPoNFIJTC � g � I � r 4a 3: I 48 I 48 of 3: I 418 I 48 37 I 48 36 PANEL PROFILE ENGINEERING PROPERTIES OF STEEL DURA -RIB ROOF PANEL ( PURUN SPACING 3'-0 OUTSIDE IN INSIDE IN 6•-0 GAUGE STE_=L COATED SIMPLE COMPRESSION I COMPRESSION 64.78 I 64.07 41.46 32.80 28.79 I 16.98 UPLIFT 152,E 17424 GAUGE I 54.85 37.64 I 38M 21.78 2 -SPAN GRAVITY ( 11428 351.13 (IN•) (IK) OM 1M 153.54 I I 55 94.81 I 38.3943891 54.86 26 3 -SPAN GRAVITY 142.85 274.80 I 80:5 115.93 51.43 59.26 I 35.71 34.35 (IN°1F`T.) MLS:) iIN°-a (KSq 26 1 .018 I .0198 I eo 933 I0.o39a9I0.04327 O.o3588I0.042941 36 24 1 .022 i .0239 50 1.128 1 0.04752 0.05614 0.04518 0.05354 1 30 I. 5eclim properties have Dean diad in aocardam with the 1986 AM COId•formed Spun with 1989 AddendimL 2. Sled hciotess was used in dete mrwq sedon properties. Coated ftdmess indWes gaNanaed or �rtc•alurttiruart coacng. ALLOWABLE LOAD (PSF) FOR NOMINAL PURLIN SPACING ( PURUN SPACING 3'-0 I r -O 5'-0 6•-0 GAUGE COSEAMON CONDITION SIMPLE GRAVITY 115.16 151.87 64.78 I 64.07 41.46 32.80 28.79 I 16.98 UPLIFT 152,E 17424 85.71 73.51: I 54.85 37.64 I 38M 21.78 2 -SPAN GRAVITY ( 11428 351.13 6426 148.13 41.14 75.84 I 2857 43.89 UPUF7 153.54 I K-1128 7 185.17 I 55 94.81 I 38.3943891 54.86 26 3 -SPAN GRAVITY 142.85 274.80 I 80:5 115.93 51.43 59.26 I 35.71 34.35 UPUFT 19193 343.50 107.96 I 144.91 69.0947.98 7420 I 2.94 4 -SPAN GRAVITY 133m75 291.71 03 12306 I 48.02 63.01 I 3334 36.46 UPUFT '17920 IMM64-5144.80 I I I 364.61 153.83 78.76 4558 SIMPLE GRAVITY ( 184.51 70-03 I 77.88 44.82 I 39.98 ( 31.13 23.08 UPUFT ( 219..4411 I 9256 I 47.3 - I57M 27.43 2 -SPAN GRAVITY 118.74 434.17 66.79 1IM17 42.7529.69 93.78 I 5417 UPUFT 166.01 54271 93.38 228.96 59.76 11713 41.50. I 67.84 24 3 -SPAN GRAYiTY148.43 I 339.79 8349 143.15 5343 73.39 37.11 ( 42.47 UPL1F T 207.51 424.73 116.72 I 179.18 74.70 91.74 51.88` I 53.09 4 -SPAN GRAVITY I 13859 360.70 7795 15217 I 49.89 7791 34.65 45.09 UPUFT 193.75 T-10"9 I 60.75 I 48.44 450.87 19021 9739 56.36 1. Top values am based an stress. Uplift values kkode 14 inaease for wind 2. Bottom values are based On dsllecdon of 0150 for gravity and 0120 for upfdt 3. Slardard lastsner uplift allowable Is 267 lbs. per lastertidr krdtxEstg to baaase. (Pullover for 112 fastener with 12' da. washer.) cPFECTIVE MARCH 31. 1995 PAGE T -I MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Proper4 Gypsum Board 1st Layer 2nd Layer Walls Ceilings COMMERCIAL 040-400-082 PERMIT#95-0267 STOTT OUTDOOR ADVERTISING 3053 Southgate Ln., Chico New Sign JOB FINALED (Dat /r 6 Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. 1 JOB FINALED (Dat /r 6 Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. V=OK O=Not OK - = Not Applicable Not Rudy COMMERCIAL ' = Date RFLOOR Plans OK except #'s 1. ng- etbacks-Easements-Flood-Slope-Soil Report . Ftg., ain; Soils-Ufer Ground.-Ftg. Depth 3. d Downs -B raps -Embedment -Hair Pins Concrete -P 1-2e - P. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. 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 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 Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; 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. Fi Transformer Clearance -Ins. Protection ArS-Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Rome ..Installed Close to Edge of Studs & C.J. Equip. 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 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 insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. Fi.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. 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 & Bearina-Su000rt 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 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. 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 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mach. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protectio - 84. Cor ns from Previous Inspections . Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date"C 1 `Gard B-1\ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) 1 COUNTY OF BUTTE -DEPARTMENT OF.DEVEL,6PMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION -AND PERMIT 95~n�� ASSESSOR PARCEL NUMBER 040-400-082 ZONING X-2 BUILDING PERMIT OWNER Stott Outdoor Advertising342-3235 TELEPHONE SO. FT. OCC. BUILDING VALUATION —cont. 24000. OWNERS MAILING ADDRESS PO Box 7209 Chico CA 95927-7209 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIWOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 243.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 157 95 Plan Checking Fee $ECT " ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3053 Southgate Ln. Chico PERMITFEE $ 420.95 • PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT �O. L SUBDN510N'S NAME PA 8 Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sign ' SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 1 .00 Building sewer 1 .00 TYPE OF WORK New I:f Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I G W I @2 ,p0 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service / OOOV OR LESS \ zooA OR LESS J 23.00 23-00 Main Service ( 200A TO 1000A ) 46.00 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License La_wJ.or 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 NEW CONST. / DWELLING OCCUR SO. OR ADDNS. \ 8 ACC. BLOS. ) 3.50 FT. NEW CONST. TI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( a POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FUTURES ) 20 a 1.50 BAL .00 Ex. Occup. OUTLETS APPLINIS (RES16 ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 50.50 Contractor 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. 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 r and/��5olicy number are: Carrier % r [�JL�/Ltlf !�yG per` MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number — G — (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall fd\thJP comply with those provisions. _ Date � -,�14 caner ❑ Contractor ❑ AgentA requi d excavations over 5'0" deep and demolition or construction o3 stories XOstrues-�inheight. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. rvPE TOTAL FEE $ 471.45% HAZ. X I D. FEES X IMP FLOOD X X CDF X I PARCEL PD X x I HD X,viIV 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.Slicant BYete/- l7 PERMITEXPIRESON 3�F' !bs (Date) Receipt No. 170812 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OFsBU•TT-E BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES' -- --- ._.:.:.,J 469 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{ �S7'd 7'7i �S 24-7 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, r I ' z Date R Inspector REV 10/9 S COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE(916)538-75541 PERMIT APPLICATION DATA SHEET r� cc n r� OWNER Jro rr D_jd-'CJr o ,-% n- ��✓.e/z.�lSiN A. P. No. 3 • ySZ _ Z S� Proposed Building Use 571 5 / Building Inspector C. Date 7,11 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........ ............................... . X16. Plot plan and business license approvalkrom City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: µI� 18. Contact Land Development.a bout (A) Improvements (B) Drainage. .......... .19. Driveway permit (construction approval required prior to occupancy). ... Pre-Inspection.req.uest 20. Pre -inspection for required. . to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter 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 requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. . ....................................... 34. Wheiy4ou issue the permit, process as follows: Mail to owner. Mail to contractor. // Telephoney 4/2 - 3 2 wand hold for pickup at H l L office. Deliver with in sp ctor. Other Parcel Creation _ Acreage Applican 6'' fit+' Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date c Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Court er by _ Date Plans checked by Date Plans approved by Dat0 5 F Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. / 5—O ,;-' 6`7 NAME: Y_ i 11 t't dnbY __UQ� I ISl Yl4 NUMBER: (J�� TVV ^yU a PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: M Z FLOOD ZONE:. FLOOD MAP: Z®S 13 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO PARCEL CREATION BY MAP DATE OF RECORDING- LOT Z BOOK 113 PAGE GN/ZyfG6"n 4/�•rL - COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES W NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. M 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a building setback from right-of-way/centerline of 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 1 1. Deer Mitigation fees a- a to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12. CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12/94 - C:1WP511F08MS.K1f3LDGPERM.CLH 03/15/1995 1.1:55 6022442916 S.E. CONSULTANTS PAGE 03 ROBERT UZURB MEANT X08 TITLE 1' I1�1ww' • doe No. 9NT OF �4 f� CALCULATED 9Y DATE 3q 11� Ventures Inc. oop CMECKED BY ---- VA? E-----� A SCALE REFERENCE 14 X 48 6 UPRIGHTS CONN. CMl FF. -. DF' GN CRITERIA - 14 X 48 TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN UNBRACED LENGTH COMPRESSION FLANGE LENGTH 14'-0" jACK To BACK CATWALKS TO CONNECT BOTH UPRIGHTS Morax - C( 30 FWIWIND X 8 14 1 2 - 23.521-t- 2 - 15.674 PRIGHT (40 PSF WIND) 8' 9' O' 1' .» 1991 '4 19.591 (50 PSF WIND) 13.3 .5 _ (60 PS: WIND) 3/16 - 7.841-x` (20 PSF WIND) 16.7 32 15.3 88.71 J25.3 S ING E FACE OR "V" BUILD Mmax - (30 PSF WIND) X 8 X 14 �'/2 - 23.52'"� /UPRIGHT SEE MIN. FLANGE THICK. (40 (50 PSF WIND) PSF WIND) 31.346-w' 39.181"- IN CONN. BELOW OR (60 PSF WIND) 47,041-x• 1/4" GUSSETS (20 PSF WIND) 15.681 -1 - u�w T . 1 rM"�• 4 + s W v x BRACED S 4' S' WEB 8' 9' O' 1' W13 LENGTH W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 3/16 30 PS2:4 W8 X 10 21 X 18 16.7 32 15.3 88.71 J25.3 10 14 - 12 18 X 1.33 50 PSF W12 6 89.7 89.3 3 7 81.7 81.7 3 0 7 4.7 CONNECTION 5/16 CENTER MOUNT, FULL FLAG, DOUBLE FACE 12 - 2T (20") + 2T (24") -MDL + M me. DESIGN FOR CONNECTED UPRIGHTS Mmax X ONMmax SHEAR/BOLT - 3.6/8 - .454 NEGLIBLE TOTAL C'17o nrcTCM .TSC WEB STI 'A u�w T . 1 rM"�• 4 + s W v x r WELD TORSION VDL-- 1,9K V W I t4D- 56" 1.94+ 56' - 57.94 / 2 X 3.71 - 7.8" - 1/4" WELD W CONNECTION 60 PSF BOLTS A307 YY FLANGE W/ WEB T W13 3INC r. " 4 X -1 J3 1 4 1/4 3/16 30 PS2:4 X 1.33 0 PSF 3.1 X 1.33 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 00, X 1.33 5/16 r WELD TORSION VDL-- 1,9K V W I t4D- 56" 1.94+ 56' - 57.94 / 2 X 3.71 - 7.8" - 1/4" WELD W CONNECTION 60 PSF 03/15/1995 11:55 6022442916 S.E. CONSULTANTS PAGE 01 S.E. CONSULTANTS, INC. 426 North W Street, Suite 100 Phoenix, Arizona 85008 (602) 275-2605 FAX: (602) 275-4331 FAX TRANSMITTAL DATE:Q NO. OF PAGES: TO: COMPANY: '-7t�v rTLL C-OOAA Y FAX NO.: Q ((o— C--5�5 -2 t deo PHONE NO.: FROM: EF -FF PROJECT: F W e,2% lZx2 7= ^ T`L�f�3 OBJ fi p �L s.'Z'pTT O, A , PROJECT NO.: DESCRIPTION: a'x-PL IJ a T- You FZ com ►� Rx&,A-40—b 7 x)t-- -7-9 Ak f,* PJ ^ L) p Y Cr- fi- C.0 tiYN , REMARKS, COMMENTS, INSTRUCTIONS: M Ic-W t S Ol Vt d a tJ /•L $`I' 7J /�-R-� cr/�1-C- c� S 7�0 +'L L A^ 3 v�' .o �� s (� SQ'C�A'� 0 P rc L't S M.A-4,7 7.49 c/ "`'4 51e7A - 3O DO CU & r /8'P P L- `f -r-O 2 3)a t G-nl A-� S �t-e- � D n1 0,0.5 0 37-- Ca,p �� `1`NA S /V -G ! Gr (,/ r ft.c cy -9 UC~) f %w -r If you have any questions or do not receive the entire transmission, please call us at (602) 275-2605. A-rr, /ice Sro !.r/�t. �✓�►"� b t �r�.J D c '�`iat tr f=O.Z A� GROUND LEASE AGREEMENT 1. This agreement is made this / g �2� day of /�.�{� by and between Wayne A. Widell, Widell Industries, hereinafter called ".Lessor" and Stott Outdoor Advertising, hereinafter called "Lessee." 2. Lessor hereby leases a portion of the property hereinafter described for the purpose of erecting a back to back sign structure and grants exclusive use of the property for advertising purposes. Property and location of sign structure described as: Butte County AP # 40-40-82; sign to be located in extreme north west,portion of property in the city of - --, county of Butte, state of California. 3. The term of this lease will be fifteen (15) years from the date of completion of sign construction. 4. -In consideration of this ground lease, Lessee shall pay to LessorJ per year in advance commencing upon completion of the sign structure. The annual payment shall be increased every three years beginning with the commencement date by a percentage that is equal to the percentage increase in the consumer price index for all goods and services as published by the Bureau of Labor Statistics for the same three year period. In no case will the annual payment be reduced. If the Bureau of Labor Statistics were to discontinue publishing the index the annual payment increase shall be based upon comparable data published by a responsible financial periodical.of recognized authority. 5. Lessee shall save Lessor harmless from all damage to persons or property by reason of accidents resulting from the negligent acts of its agents, employees or others employed in the construction, maintenance, repair or removal of its signs on the property.. 6. Lessor agrees that he, his tenants, agents or employees will not place or maintain any object on the property which would obstruct the view of Lessee's sign faces. 7. This lease shall continue in full force and effect for its term and thereafter for subsequent successive like terms unless terminated at the end of such term, or any successive like term upon written notice by either party served not more than ninety (90) days nor less than thirty (30) days prior to the end of such term or subsequent like term. 8. It is agreed between the parties that lessee or its assigns shall remain the owner of the advertising sign structure at all times. 9. This lease shall constitute the sole agreement of the parties relating to the lease of the above described property. The Lessor represents that he is the owner of the above described real property and has the authority to grant the leasehold estate and to execute this lease for the term hereof. 10. The word "Lessor" as used herein shall include Lessors. This lease is binding upon and inures to the benefit of the heirs, executors, successors, and assigns of Lessee and Lessor. Acc pted by: StotZtdoor Advertising Jim Iravec Gene1 Manager !Z Z3 G4- Date V � N �, M/ I Wayne A. Widell Date Widell Rental Properties 6622 Industrial. Ave Port Richey, FL 34668 SoaTN ' > L,QNIE- D2rvc DRIVE a 03AOIddd Z �2- IN3aLr,d3a fmaiine A1NnW 3LMS --799-,os N r � N .0 0 w +� xs u N a 0 0 � 3 lb O 11 0 vz � J ao Q x o F ID ?- s L i ,70, 0 w +� xs u N a 0 0 � 3 lb O 11 0 vz � J W �1 A +LA� � x V s Tj p 0Jt 0 3 0 R' a 1,- � � n 157,p >/S D2r'vc- pi2�'VE 0 -70 116 j STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION OUTDOOR ADVERTISING PERMIT ODA-0013 {J (� U �J EFFECTIVE JANUARY 1, 1995 PURSUANT TO THE TERMS OF CHAPTER 32, STATUTES OF 1.939 RENEW BEFORE AND AS AMENDED, PERMISSION IS GRANTED TO PLACE AND EXPIRATION DATE DATE MAINTAIN AN ADVERTISING DISPLAY. DECEMBER 5 i PERMIT 44558 OWNER NUMBER DISPLAY N t FEE PAID $20.00 t DISTRICT 03 COUNTY BUT POST MILE___2924R ROUTE 99 D a APPLICATION 600 PROPERTY D OWNER WIDEL I PERMITOWNER STOTT OUTDOOR ADVERTISING TOTAL PAID $3;0 ADDREss P. O, BOX 7209 DATE ISSUED 02/08/95 i CHICO, CA 95927-7209 SIZE 14X48 THE PERMIT OWNER IS RESPONSIBLE FOR ITS RENEWAL BYJANUARY 1, 1996 AND FOR REPORTING ANY CHANGE OF OWNER'S NAME OR ADDRESS. THIS PERMIT IS NOT VALID IF THERE ISA CHANGE IN THE LOCATION, CONFIGURATION OR SIZE OF .DISPLAY, AND DOES NOTAUTHORIZEA VIOLATION OFANYZONING ORDINANCE. x G92 0171 Is ! f � r f ' 1 ♦ } ti V , - r f r • f I • I � r f + i r 1 r 's i ! f � r - 1 } .f f • f I • I � r f + i r Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538.2140 B U T T E C 0 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 Ll>4Ega 15, 5q5 TO:- R L V alar ARES FAX NUMBER: ATTENTION: ;3',SFF ( _l4"kl,43 f REGARDING: A.P. NO. 40- Z/0- F2 PERMIT NO. 95 - DZ(p7 SUBJECT: ' &/ 61,/ SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFOORRM�ATION ONLY [/OTHER: _ CA•u, d/JE ieEC�A�t7/nI� s '%D1eS/On/ r QA/AJ SINCERELY, III METAL -WELD MSPECIALTIES..Li PATE: COMPANY NAME: 1 M ATTENTION: ^J ZM ! ' Q R A Ve-C FAX NUMBER: FROM.- WE ROM: WE ARE TRANSMITTING ' 7 PAGES (INCLUDING THIS COVER SHEET). IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE TELEPHONE US IMMEDIATELY. COMMENTS: 0137 NORTH 83RD AVENUE PEOPIIA, ARIZO"A 81340 • (602) 979-1117 • fAX (602) 979 9722 04i 1341199E. 11: 31 5029790537 o»-? n1n0-ru o9dn a%JCKjf fc . pv:M01A, AR17f FIJA RR9AR DATE: NAME: no annuFcc. PHONE# &e PAGE 02 1i��C1�Mi�v Vr�: r:di µi,�,.Y..f..�...a!t ...ir jJ • •.r,..:' :'7.; +�:. 22645:' :/IrivokbNo Date.,_...-2��-r] .;. certiflgs that ��*'Jild Nir las" ti • i:•/r,t.1�« ;Ilvl: evil. Ji�+.w:*�,'<uJjt4i'v � .0 p+ra�,vur�c. yaJ;r',,:s'?;•f;iq'c•��r, lias'succHifulfy passed the'requirefttanb for welder perfoimantr In � r�< atsordanit with _ •i � Dl ' %-i3 �' _• •: • .• . .:p b.. Jt l',��}, t`�� :\.+'.1:1• .-Ciu'n��1 r'...� ,- MITAL' ,, •,� �� •71�Y iTi welding. Extent o1 tZuallficetion �.�:.. ,..• `:;.. :�J. �' Pbl�elons cs+'u;'F' �1� VMlul Pro�reaelon,_ PiWUleriteiai '�' �� ,+�.--•---Thli:Rr*si�irrge-•��-.U�-1Tlll�C uMpr.r•,v t'+r��r ,etr32:,S111Qh' F4• •+ o_.Y�S or., .6010•-R 6t other: Welder's Signature 527-11-7582 'Welder's Social Security No. Weld coupons were prepared a t sted accordance with the tat code •.' under the supervision of �- pow as d n • _ . . ' . .. - i . ,' +;fix• : +�VMTWM,Tmemoumal woe.. . DATE OF BIRTH %-Jl-f�r— AGE -T SS# MARRIED: # DEPENDENTS: POSITION APPLYING FOR: nvuatux. t�'rr,: li�/U -0 C v1f'I't '76 Cis �•ti��,i--i PAST EXPERIENCE: aO tl/o '' COMPANY NAME: /p L!!r f ve PHONE# 7 C CONTACT: `�`/ COMPANY NAME: ADDRESS:__ PHONE#: COMPANY NAME: CONTACT: ADDRESS: ,/ a L/, � Inc_ 1 Yric�N�:l : CONTACT:* IF APPLYING FOR WELDER POSITION, ARE YOU CERTIFIED? ,-; v tJ 8 (o W lgc-, n='c `3 1 s Aic Tv= 91 1t,: DE. (° • -L 4 "� VEE- B(p L -IVrj,5 1b r1 f —......—..._......_--_--_._-------------^------- --- --- --- ---- ------.r..��_I__���.r._...�_...�...�� 04,104/1996 11:31 6029790587 'ABC WELDING SCHOOL -C • 2103/2121 EAST BUQKEYE-JROA0 PHOENIX, AFIIZ(jNA CERTIFICATION X22-76-3441•'kLL �ts U 6.$. No - ate This Certifies that - hatj successfully passed the requirements forwalder performance In arc*rdenre with AWS j)1 -.V-86':' E=xtent :04.Qualification Plato or t peF1 rp -/Pipe Djam6ter N/A Thickness Rainosmaxi_314.11. 'r. :... - .1 74 ; - �3 8 Electrode ouping 1: .. 4 .sacit'6g is Other -- – ----- – --- Welder's Slgnstur.��_� .a wale coupons were prepared end t�V w he stated code under the supervision representliig: Welding Soh Test Rs'zraphad.by 3 rig 4t PAGE 03 ELDER CC 1'iI6AYJ' RT ON 2 88 7 Invoice No.. Date has successfully passed the requirements for Wder performance in Accordance with --AWS D1.1; .i! i. F CAW::,'- • for —welding. F -. 27" 9. r� .4 lsward �i AWE Mater of a e. 4 ac oug, Elect, A Mns U - r , Welder's Sighat6 -3441 Welder's Social Security 9..- Weld coupons were pre)ared and In danc pit� code VrIVQi \f if /VVo, ..,. -, , *: , "i . ; Doug. as_ MID 0 oil_. Segother side for Positions VISTWO1 Tac""Okoom PM ?c qc qv _TV AA7 q Z. 4 cc - ,.)v 93 rig 4t PAGE 03 ELDER CC 1'iI6AYJ' RT ON 2 88 7 Invoice No.. Date has successfully passed the requirements for Wder performance in Accordance with --AWS D1.1; .i! i. F CAW::,'- • for —welding. F -. 27" 9. r� .4 lsward �i AWE Mater of a e. 4 ac oug, Elect, A Mns U - r , Welder's Sighat6 -3441 Welder's Social Security 9..- Weld coupons were pre)ared and In danc pit� code VrIVQi \f if /VVo, ..,. -, , *: , "i . ; Doug. as_ MID 0 oil_. Segother side for Positions VISTWO1 Tac""Okoom PM I%$ C14/04/1995 11:31 6029790587 westem 3737 East Broadway Road Technologies Phoenix, Arizona 8SO40 C) 0--- 1(;021.4.37-3737 • fax 470-1341 The QuA y People Since 1955 RADIOGRAPHic FEST Client Metal -Weld Specialties, Inc. 8137 N. 83rd Avenue PAGE 04 LABORATORY REPORT lob No. 2242NDT 1 1 Lab/ invoice No. 22424811 Peoria, Az 0S345 11-18-92 . Report Na. Date ...._ Reviewed By Welder Certification Project Client P.O. No. i.rr / Viinar, i Y lr iknirian WT/Maxwell ASNT level I I Procedure AWS D 1 . 1 Acceptance Standard AWS D 1 . 1 Percentage Inspected 100`1 Fabricator John Va r i eu r Source BALTO 300 Source Size N/A _ Focal Size 3mm X 3mm Curies N/A KV 235 _ S.F.D./F.F.D. — FiImToObjectDistance Contact Penetrameter Shim . 12 filmLoad: e5ingle []Double Film View: Single Wall Q Double.Wall Pb Front _ 01 Pb Back _r,.]` PART Serial No. or Part No. weld No. Film No. 01SCONTINW 77i"L SSS I T Film Quality Code COMMENTS DISCONTINCOOF 11 Code C -Crack IF - IncompleteFusion SL - Slag Line(s) SI - Slag Inclusion(s) IP - Incomplete. Penetration P - Porosity' UC - Undercut TI - Tungsten Inclusion(s) RCC- Root Concavity RCV- Root Convexity SD - Surface Defect O - C►dw 1" PL FCAW 1G 1 X X John Varieur _ FILM QUALJTY CODE — — I - Acceptable PD - Penetrameter Density OP - Oversized Penetranw4er MP- Missing Penetrameter PL - Penetrameter location FD - Density Light/ Dark SM - Station Marks ID - Film Identification UG- Geometric Unsharp FA - Film Artifact O - Other _ — '—`— Copies To: Addre5 ee - (3) IV (Ve 77i"L SSS Pte' • c-74 3 04/04/1996 11:31 6029790587 PAGE 85 =STERN 3737 East Broadway Road TECHMMO GMS P.O. Box 21387 LABORATORY R E P d a 7 INC. Phoenix, Arizona; 85036 (602) 437-3737, WELDER/WELDING OPERATOR QUALIFICATION TEST Client Deer Valley Enterprises Job No. 2052 North 27th Avenue Lab./invoice N 2266021.1, PhoenIx, Arizona 85009 nvoceo. 02/1B/86 Date of Report Reviewed By welder's Name Chuck Lindsey—__ , _ Soc. Security No. -527-62- ' 0 3 86 Examination By ^ / .� vuya"cab,�ca. v <, �, - _ --- ---. ......—Date of Test Welding Process Flux Coxed Ard Weld (FLAW) AWS D1.1 _ .........._ -r.._..... _,._ Code --- Remarks: TEST INFORMAT" Positions ...__._ _ _ 3G —_-_ Vertical Progression _.Upward - Base Metal A-36 _.. Electrode— lectrode__.Plate E70T-G PlateorPioe _. te NA Thirien�.as Pipe Diameter. —. _ / Backing . Yes - Shielding Cas or Flux --N/A�..-- + -- _ .... _......._.. _� _... Other N/A TEST Aesuurs Position Spedmen No. Type of Test Results 3G 1 X -Ray Acceptable XXTQNT OR QUALIFICATION Positions_. . , . 1F, 2F, 3F, lG, 2G, 3G Vertical Prnaression a Upward east Metal .. _ _� �- AWti __ MaterxC&13— - plate Pipe _— Plate Pipe Diameter_-. .. , .N�A _.._..__.... Thickness Range..._,_.._._ .Unlimited Eletuode Croupin8 F9 Backing Yes . Or Back Gouge Other .� N/p` _.N/A Remarks: 04;"04/1996 11:31 6029790587 PAGE 06 VIESTOM P.O. Box 21387 85036 LABORATORY REPORT "MCHWILOOM 3737 East Broadway Road Phoenix, Arizona 85040 �r.. (602) 437-3737 • 470-1341 FAX WCLOMAWE>LOINC OrertATort QVAt.sroCATtOPa T=r Clitnt Metal-Weld Specialties, Inc. )ob No, 8137 N. 83rd Avenue s 22601045 Peoria, AZ 85345 LabAnvoice No. _ paW of Report 7/16/90 Reviewed By Welder's Name Joe Bypas Sok Security No. 527-23-4716 Examination By WT/Maxwell Date of Test 7/16/90 a CAAJU rcac P1.1 Copies to: Client (3) TEST INFORMATIQN Positions 1G Vertical Progression N/A Base Metal A36 Electrode E70T--11 -- Plate or Pt Plate � Thickness 1" 1 Pipe Diameter N/A Backing Yes �..� Shielding Gas or Flux N/A Other N/A TEST RESULTS Position imet No. Type d Test Results . 1G 1 RT Acceptable INTENT OF QUAWICATION ! Positions 1F, 2F,1G Vertical Progression N/A — --I Base Metal All AWS Material Plate or Pipe Plate Pipe Diameter Over 24" Thickness Range Urllimited j Electrode Grouping E)=-'Xx, Backing Yes or Back Gouge Other N/A Copies to: Client (3) 04/04/1996 11:31 6029790587 PAGE 137 TEC P.O. Box 21387 MC. Phoenix, Arizona 85036 LABORATORY REPORT (602)437-3737 WELDER/WELDING OPERATOR gUALIFIGATION TEST Client Metal Weld Specialties Inc, lob No. - 5134 North 51st Avenue 22660406 Glendale, Arizona 85301 Lab./Invoice No. _ ... Date of Report _. 03/27/86 Reviewed By . U.i^��✓'•`=.� - Welder's Name Joe Riecrer _ _ -r-4 7- 6 34 - -- Soc. Security No. - 52 .. . Examination B WT/Barton By _ -- _-•Date of Test_ 03/25/86 Welding Process _ Shielded Metal Arc Wel. ---- Coded (SMAW) AWS D1_. 1 . .--..... Positions .___. 3G "... I— , .. . nzr Plate or Pipe Plate Pipe Diameter N/A Shielding Cas or Flux _. N/A Other _-. _ N/A TEST INFORMATION _....... Vertical Progression _..—Upward ^. 1,7 ... .I Thickness- __ Backing 1 TEST RESULTS Posmon 3G Specimen No, 1 Type of Test _ RT __Upward I Results accent -.ah 1 EXTENT OF QUALIFICATION Positions -_._.: __.. All Vertical Progression __Upward o.___-. I.. A 1 1 n[TC dAe Mate or rl Pipe Diameter ... N/A --... Thickness Range. Unlimited Electrode Grou in Grouping ��.....__ F1 through F4 .._.__— Backing •_ ._—__Yes or Back Gouge Other N/A Remarks: Copies to: Client (3 ) v �o 00 - C• OU___D TDOOR ADVERTISING P.O. Box 7209 • Chico, CA 95927.7209 Phone (916) 342-3235 April 9, 1.996 Mr. Bart League Department of Development Services 7 County Center Drive Oroville, CA 95965 Dear Mr. League, Included please find welding certificates from the company that did the fabrication on our sign covered by permit # 95-267. Please contact me at your convenience should you require - additional information. Sin Vr I I Jim M ravec Gener 1 Manager JM/bjw Enclosures APR` 1 o. 1996 9661 0 1 ddV entuAes, Inc 8137 North 83rd Avenue • Peoria. AZ 85345 OVER SHEET SIZE OF SIGN: X HAGL: S -C 7"�tRy 1 t�0-O WIND LOAD: 3 O S ALLOWABLE SOIL PRESSURE: STRUCTURE DESIGN: ✓ CENTER MOUNT PARTIAL FLAG (col. loc. ) FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE 0'R FEET (MAX. OPENING) BACK TO BACK DRESUMVEMPEn I 1 FOOTING DESIGN: ROUND SQUARE CDLu SPREAD * No. 284 SPECIAL CONDITIONS: 31Iq�5—' r crJgr CI 1111- . O` F OF A��F t-2--o-:Lg,g 157 TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - HEAD DESIGN - - - - - - - - - - - - - - --- - I,LL-3 TORSION DESIGN - - - - - - - - - - - - - - - - T , COLUMN DESIGN - - - - - - - - - - - - - - - - -B �%` LME COUNTY FOUNDATION DESIGN- - - - - - - - - - - - - -mom )EP:) PIPE MOMENT CAPACITY CHART - - - - - - - - - -�M=- EIVT APPROVED • .... Juo iu�t `G r r _ JOB NO. SMT / OF CALCULATED BY _- OAl �3 o, VcnL res Inc. CHECKED BY DATE l�Ijr f 1. 1.L111.J 1111. SCALE REFERENCE , CRITERIA SPECIFICATION CODE: Iq _ L) rl-. c__ , STEEL: ASTM A-36 FY - 36 KSI PIPE SECTIONS: ASTM A-535, A 252 GR, OR API -51_X tfD WELDING ROD - ASTM E-70 SERIES -LOW HYDROGEN BOLTS ' -.A 307 OR 325 TYPE "N" CONCRETE - MIN. COMPRESSIVE STENGTH FIC - 3000 (150 PCF) AT 28 DAYS REBP.l't - ASTM A 615 GRADE 40 OR G .E 60 -0 BASED ON 2000 PSI) WOOD - DOUGLAS FIR LARCH - 2st WITH FB (REP.) 'A50 PSI . FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING•PRESSURE SEE SOIL REPORT OF' UBC TABLE NO. 29 B ROUND OR SQUARE CAISSON.FTG. ALLOWING LATERAL BEARING PRESSURE t SEE SOIL REPORT OR D UBC TABLE NO, 29 B �2o-OP -�t W/ FA.&7 (Z- � L) DESIGN LOADING WIND - 'PSF LIVE - FRONT CATWALK - 20 PSF OR (4) 200# MEN. e, ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN, qY ANY POINT DEAD - SIGN FACE WT. 5/16 DURAPLY .9375 PSF 2X4 (6 TOTAL HORIZ.) - .5691 PSF 2X.6 - (1 TOAL VERT.) - *.575 PSF. 7 LAYERS -PAPER AND CLUE _,416 PSF t 2,49 PSF - 2.5 PSF WIND LOAD FOR U.B.C.• EXPOSURE C (OPEN COUNTRY) p. - Ce Cq cls p - DESING U '!D PRESSURE Ce - COMBINED HEIGHT, EXPOSURE AND GUST FACTOR. Cq - PRESSURE COEFFICIENT (1.4 FOR SIGNS) c;s WIND STAGNATION PRESSURE AT.30'-0" I - IMPORTA.NCE FACTOR (1.0 FOR SIGNS) OVERALL HEIGHT WIND VELOCITY Ce 70 75 1 '80 90 100 110 r2.G 14-.9 IG,d- 20,E 25.a 31,0 ' p -Is I.OG 1Q, 7 21.s 24.3 3o,g 38.0 4-G.0 2.0 1.13 Iq.g 72.g 25.9 32.9 4-0.15 ¢q•0 25 1.19 'L1.0 '3 42.6 151•(, 30 1 Z3 Zi.l 25.0 26.2 35.13 4'1-,I 5S - 4- A Ol• b l 23. l 2G.G ? o. I 33, 1 4-1.0 5 G•9 O 50 1,43 1,53 25.2 27.0 2q.0 31.1 32.Q, 35.1 4l Co lA,G 51.2 51 8 G2.0 66.4-. ROBERT LAIZURE PRESIDENT (602) 978-2461 & Ventures Inc. 4125 R Banff, Phx. Arizona 85203 REFERENCE HEAD DESIGN FRONT W-WAY1 \\�y FRONT W=WAY JOB TITLE �v &q t Joe NO. SHSHT/1.4 OF CALCULATED BY Jf `-- DATE / 9 CHECKED BY DATE SCALE DESIGN LOAD L.L. 20 PSF X 2 X 12 (MAX TRIG) - 400# (4 MEN) AT 200 # - 800# D.L. STRINGERS - 5.8 X 2 - 11.6 PLF 041- z GRATING - 2.0 X 2=�3-��xz e ?�0- PLF (e, ff CONN. AND MISC. - 10% 1.5 PLF p_19.-38 ` '�� _ USE AMICO EXPANDED METAL GRATI 2.0#/FT � 3. t�i psi ,�- CAP. - CONC. LD AT CENTER OF SP - #/FOOT OF WIDTH STRINGERS: /9,38 Mmax - LYYX 14� + 800 X 14 - -3-2+8-.9-5-/2 - 1609.481' /STRINGER Q l0 3 -7, 5/7 4 3 Z 71f, F/ , co 3 7, q1 fb = 1609-4.8-X 12 = 19 314" PS I 1.0 Caws s,Now 2' wa�Kw�+✓ WI- Fb - 21.6 X 1.33 > 19.3 KSI ` l-,4,.Js SHDtj 3'- /Yy --z.USE L 4 X 3 X 1/44' = 2F , 73 ok / ? ?? I, 033 LEDGER: P = }.�r3 X '1Q+ 800 = S 005.2# -_1-00-5-)9 d,s 37 w= M - 1.005 X (1.5 +�'+ .009 X 2.549/2 - �54'= 3, �5 -iA BS G W 6 X 9 Mcap - 0" )UNBRACED LENGTH 4' - 0" FLANG NDTNG /,;, =1��11wX12X-3-5 3 +800X= �3=518 = X84 R/2 = -1-,4-2-k /PER BOLT 7 1.24 3,ws ►,�2 t X4`2'/3 - 0 >47iZ/IN Ft : 2/. to IGs -�-3 3/16 FLANGE o'tp°7 07 CLIP ANGLE: DESIGN PER AISC HANGER TYPE CONN. T = -1-1; 2X /, -F -Z, r . P 2.375, d' _ .5625 a' - 1..78" ,.b' _ .969, tf = .2511, Fy - 36 d = 1 - .5625 - 7.65" 2.375 M 2.375 X .252 X 36/8 - .668 oC (1.42 X. 969 - 1) / .765 - 1.385 > 1 = 1.0 .668 Bc = 1.42 [ 1 + .765 X 1)(.969 ] 1.76 1 + .765 '1.78 tf_ F!l4v75 1.76 X 1.78 X .969 J 0.27" X 36 [1.78 + .765 (.178/+ .969) -�► 11/2" GA OK L3 X3 X4 X43/4,/ (BOLTS T = 1.42 - 0.19 = 7.47 KSI < 20 KSI USE (2) 1/2IjDIAMETER A307 BOLTS EACH SIDE OF UPRIGHT `� i >�• JOB TITLE �c j JOB NO. ++—SHT. JOF p Qq ` CALCULATED BY ZIA G DATE 8 6 a 1 { & Ventures Inc.. CHECKED BY DATE lJ� SCALE I j REFERENCE HEAD DESIGN REAR CATWALK REAR CATWALK GRATING 7 Cvrc?. DESIGN LOAD L.L. - 20 PSF X2' 12 (MAX TRIB) 480# ( 2 MEN) < :20 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 11.6 PLF GRATE 2 X 2 - (ACT 1.87) 4.0 PLF MISC. - 1.6 PLF 17.2 PL� SPAN 2' - 0" USE AMICO 1.87# GRIPMESH EXPANDED -M—ET—AL-1- CAP ETAL -CAP - CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX - 17.2 X 10 a + 20 X 2X1 - 1230' - #/2 v 630 /STRINGER 8 Fb - .630 X12/.577 - 13.10 KSI < 21.e SE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) -pLL XDlp�)LEDGER P - (17.2 X 12)• + (20 X —� �,K ' M - 45'(1.0 + 5) + .009 (2.5 /2) - - - I. C) (D o. ln9 p.l a7 w�r;f . US -E W6X9 SUP_ LGHT 2'-6" M 11 K > .7 `- K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Morax. --[_._02 (2) 12 + .0172 X 12) X 2.5 + .009 X 2.5� /2 - 1.7441-w zk-. (12' TRIB)) K P - 1.744 X 12/9.375 2.23 WP - 2.23/4.7547 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE 1<3X 3 X 1/4 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS PER AISC HANGER CONNECTION 2:23'/ 2 BOLT / 3" — .37' / INCH.' USE 3/16" FLANGE CAPS .61K /IN /IN 0 AVOLK1 LAILUK6 PRESIDENT & Ventures Inc. 1 n REFERENCE 4 X 48 6 UPRIGHTS CONN. CMS FF.- -. DF JOBTITLE (,/U 144574.1 JOB N0. SHT. _�; OF CALCULATED BY G DATE v Q 16 5C? CHECKED BY DATE SCALE DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACE COMPRESSION FLANGE CANT. LE TH 14'-0"f&- X7.5 I BACK TO BA CATWALKS TO CONNECT BOTH UPRIGHTS Mmax s (30 PSF WIND) X 8 X 142 2 = 23.521-K 2X11.761 -K PRIGHT -• (40 PSF WIND) � 15-671 (50 PSF WIND) = 19.591-K (60 PS: WIND) - 23.521-9 = 7 841- K (20 PSF WIND) BOLTS A307 FLANGE W/ yWEB IND p THIO " 4 X l 33 33/16 X 1.33 1 4 X 1.33 1/4 SINGLE FACE OR "V" BUILD- Mmax v (30 PSF WIND) X 8 X 14 2 /2 3�5 - /UPRIGHT Q' � (40 PSF WIND) 50 PSF 4.0 _31-34SEE MIN. FLANGE THICK. yz�ci$�1�� ��3,d3 = (50 PSF WI 60 PSF 4.7 39.18-" IN CONN. BELOW OR (60 WIND) 47.041-k- 1/4" GUSSETS = 21,25.+. 21, 0 PSF WIND) 15.681'1`Old �` •��' UNVRACED LENGTH UPRIGHTS 4' 5' 6' 7'. 8' 9, 101-P 101- 11' f w' 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8 s STRESS W8 X 10 21 18 16.7 15.3 14 - 12 10=5 INCREASE s= N 9_ W12 X 1 36.7 34.3 32 28.7 25.3 22 18 s � S` W12 X 26 89.3 89.3 89.3 81.781.7 81.7 75.3 70.7 12- CONNECTION 7 (�o r,g� = 35.7 k-' CENTER MOUNT, FULL FLAG, DOUBLE FACE 4. 1/6 J DESIGN FOR CONNECTED UPRIGHTS'- Mmax X 12 = 2T (20") + 2T (24") Mmax MDL + M�IIt�ID TENSION = 1776 2.14 SHEAR/BOLT s 3.6/8 .45-' NEG TOTAL F -% GER DESIGN c-AISC WEB STIFF y W ci x 4- 1 -Aes I 80 LTS 2%'' &44,F, Mme• 101 II ��LD TORSION VDL 1 3K V 1,.11 q�'5.6 K 1.9"+ 56" - 57.9'- / 2 X 3.7 --7_.8" - 1/4" WELD MAX CONNECTION 60 PSF oM 1 T 5 BOLTS A307 FLANGE W/ yWEB IND T W 1 3 INCR 1 3 INCR THIO " 4 X l 33 33/16 X 1.33 1 4 X 1.33 1/4 30 PSF 2':4 0 PSF 3.1 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 y X 1.33 5/16 101 II ��LD TORSION VDL 1 3K V 1,.11 q�'5.6 K 1.9"+ 56" - 57.9'- / 2 X 3.7 --7_.8" - 1/4" WELD MAX CONNECTION 60 PSF oM 1 T 5 AUDC,nl 1,fuGvlu, PRESIDENT I Ventures Inc. I i REFERENCE L 3 X 3 X 1/4 STRINGER JOB TITLE JOB NO. SMT.�+d _4 OF ''j'y CALCULATED BY V ADATE �b 8 CHECKED BY DATE SCALE 20 PSF WIND 40 PSF WIND 60 PSF WIND . SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING' FT TRIB AREA DESIGN CRITERIA TRIB AREA SPACING FT = 1,37(Z) = o ?15 � (7,57 8 F max - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE " �'7y ✓ 12 '.,ALLOW STRESS 36 KSI 9 6.82 9 0,06 k -,p- w s Mmax a 8 MAX SPACING - W / WIND LOAD _ o i8 kap . - �' p -7(o . 10 SPAN A`- (FEET) 2.87 11 4.56 D . / S pur- WI�I 11 X x 3.83 BIAXIAL BENDING - AND D.L. DEAD LOAD IS NEGLIGIBLE. 2.87 13 3.26 13 2.28 13 2.87 14 L3X3X1/4 S-.577IN3 WT-4.9�PLF 2.28 14 2.87 20 PSF WIND 40 PSF WIND 60 PSF WIND . SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING' FT TRIB AREA SPACING FT TRIB AREA SPACING FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 11 4.56 11 2.28 11 2.87 12 3.83 12 .2.28 12 2.87 13 3.26 13 2.28 13 2.87 14 2.8 14 2.28 14 2.87 30 PSF WIND 50 PSF WIND s / '5.75 ✓ 8 .45-9 3.45- 9 4.54 9 2.73 10 3.68 10 2.73 11 3.04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 14 1 3.04 14 2.73 4' L7Atjrj M 6 cap M+ ca -f _rf)D T " nl7 T rrTT(1N TWAT) TflAT) PSF WIND "d" ROBERT IMM 7 1a145 3 - -- - Ler9tr M --- PRESIDENT JOB TITLE JOB NO. SMT. 7 I OF FLANGE 20 0 CALCULATED BY DATE 469 & VentllresInc. CHECKED BY GATE 1 1/4 SCALE REFERENCE J TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 495 C�� 19823 2O�`Ilf�p 14 X 48 - BACK TO BACKKLF KLA 7/8 U f— ppm HEAD WT CM. .406 F.F. .463 10 1 233 1 290 (INCLUDES m (INCLUDES TORSION) 17' - 6" 11316 d' dQ To(Zs�ptl Pj - WIND LOAD (PSF) 2 X HEIGHT 3/4 Mow - POL. (KLF) [ (d- (d, + COLO ) ] /2 Mb- Mwl + MAI- AI2 211 273 80 2 Mw -. Pw (KL -F) [ (d- (di+ COL )]9' /2 Mb- Mwa + MPS 7/8 Or4 c;, 2 I -s=- 4%2 I i MT, - (HEIGHT -1 1/2) (Pw X (d-(d,+COLD)) 191 d=4 — 2 2 jr 1 3/4, 5/8 COMBINDED LOADING M� + (Mt )a < 1 ° ° ° o '�- M 6 cap M+ ca -f _rf)D T " nl7 T rrTT(1N TWAT) TflAT) PSF WIND "d" Mw Mw M - -- - Ler9tr M --- n. ino QF X179- 1Ou IN' BOLT CAP PL FLANGE 20 0 354 469 589 114 27814 1 1/4 15/16 J 5 301 393 495 105 19823 1 1/8 7/8 10 1 233 1 290 372- 93 11316 1 3/4 15 1 174 1 211 273 80 — 7/8 11/16 I 20 123 1 146 191 67 — 3/4 1 3/4, 5/8 24 89 103 1 136 57 — 1/2 1 3/8 1/2 0 0 531 14691 708 171 27814 1 3/8 15/16 I 5 452 393 599 158 19823 1 1/4 7/8 10 350 290 455 140 11316 1 1/8 13/16 15 1 261 •211 :336 120 — 1 3/4 20 b185 146 236 101 — 1 ll / -1 T4-11-3 4 103 169 86 — S 8 1 5/8 C9216 40 0 708 469 '849 228 27814 5 1 602 393 719 210 19823 1 1/2 15/16 10 1 466 290 549 186 11316 1 1/4 7/8 15 1 348 211 407 160 — 1 1/8 13/16 20 1 246 146 286 134 — 1 3/4 24 1 178 103 206 114 — 5/8 1 3/4 5/8 50 0 1 885 469 1002 285 27814 1 5 1 753 1 3931 849 2631 19823 I 10 1 583 290 1 651 233 11316 1 3/8 7/8- 15 435 211 483 200 — 1 1/4 7/8 20 308 146 341 168 — 1 1/8 13/16 24 223 103 246 143 — 3/4 2 11/16 60 0 11062 1 469 1161 342 27814 1 5 904 393 986 3161 19823 10 700 290 1 758 280 1 11316 1 1/2 15/16, 15 522 211 563 240 — 1 3/8 7/8 / 20 370 146 24__2-6-81 103 287 172 — 3/4 3 A / A n i ff *D g A 'u 'R.• ca'S T ccA-p 00 00 d2.2 SLSDDLG --) rTo R--,io 9 e�ot,-rs C 0 BOLTS (D- MAX )T-(MAL,/dz.X 6)+MT/d,X 6 V (Mwl /dj /2 X 12)+P,)X d/12 2 T-Mwy ( MAX) +MDL / dxX 6 V-PwaX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" wioT?# ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE viz I gS �4-3D7 �dt.� S A -3o7 s.7 ROBERT WZURE PRESIDENT & Ventures Inc. JOB TITLE CC JOB NO. SHT. J -4 OF CALCULATED BY S�. C DATE I� CHECKED BY DATE SCALE BOLT, REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) - T X 2"/W - REQ (-7s 27 X 1.33 STif=FNF-(L yGa�l La\ Laval a.a CAP BOLT, TEN. CAP STIFFNER IND BOLT TEN. THK WELD PLATE STIFFNER 20 IND 38 1 2 S 44 SO THK WELD THK WELD 20 10- 91; 1 2 3/8 1/2X8 1/4" 0 1413 43 1 1/8 450 V 1/ 2X8 1 •40 17 15 3/4 3/8 1/2X8 1/4" 50 20 19 1 718 1 3/8 1/2X8 1/4" 60 24 22 1 7/8 13/8 1 1/2X8 1/4" � mifq 4D JLyrc, M (PLATE) T X 4.5/6 COL. M /W 11-K/INCH - t REQ M X 6 C 0 L, -T -i- C D ,iC � P P 7� 27 X 1.33 ° FULL FLAG N riliv CAP BOLT, TEN. PLATE STIFFNER IND 38 1/2 SO THK WELD THK WELD 20 40' 36 1 i 450 V 1/2X8 5/16 30 1 43 40 450 V 1/2X8 5/16 40 46 43 1 1/8 450 V 1/ 2X8 5/16 50 50 1 46 1 1/4 45°,V 1/2X8 3/8 60 53 50 1 1/4 45° V 1/2X8 1 3/8 N riliv ROBERT LALLURE JOB TITLE G I dLl.a,4 �4- PRESIDENT JOB NO. SHT.` - I OF CALCULATED BY �^` DATE i & Ventures Inc. CHECKED BY DATE • --' SCALE REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl s W X WIND X HEIGHT Mwl v Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2. G'O(„ MDL - Pdl X TORSION LENGTH/2 wliO (AT GROUND LEVEL) imw l�+ MDL OR Mw2 + MDL '�-ro(ZSIo�J (GREATER NUMBER) P=24 �. NTE O L,4+t4p Mt - Mwl - SHT T-1 Mb + (Mt ) < 1 VOIJ Pl T Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL - HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION - m®®mss®. , ( %6 5A17- M- ( ROBERT MURE 1 PRESIDENT JOB TITLE fIR JOB N0. /S�HTT..I OF I CALCULATED BY V DATE !V VeI1tul,es Inc. CHECKED BY DATEq i iSCALE REFERENCE COLUMN 55-100' HAGL 14 X 48 BACK TO BACK Pwl – Pw2 – HAGL W X WIND V X WIND = HEIGHT X HEIGHT 17'-6" X HEIGHT 17'-6" ABOVE GROUND (AT GROUND LEVEL) Mwl – Pw2 X (HAGL + (AT GROUND LEVEL) Mwl Pwl X (HAGL +/MDL MDL – Pdl X TORSION (AT GROUND LEVEL)O Mb Mwl + MDL OR MwoU (GREATER Mt = Mwl - SHT T-11Mb + Mb CAP AIXAL LOAD - NEGLECTED LEVEL I4 OL. O w1N D ..�_ D,24 �To(�51oN K �I� D t'I l (Mt )2 < 1 Mt CAP FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL DL Mb Mt DEFLDL I4 WIND I HAGL d Mwl Mw2 MDL DEF Mb Mt I4 20 55 24 1071 0 52 1072 0 / 40 1 80 24 2983 0 1 52 2983 0 60 11551 0 1 1156 1 I 1 85 1 1 3151 0 1 I 3151 65 12391 0 1240 I 90 1 1 3319 0 3319 70 13231 0 1 11324 I 95 X3487 0 3487 75 1 14071.0 1 11402' r' 100 3655 0 3655 1 80 1491 0 1 1 1-149h,50 55 1 12678 0 2679 1 85 I 1575 0 I 1 115N 1 I 1 60 1 1 2888 0 2888 90 1659 0 1 1 11,660 1 1 65 1 3098 0 3098- 1 95 1 1743 0 1 IA744 1 70 1 3308 0 3308 I 100 1 18271 0 1 li828 1 75 3518 0 13518 30 55 1 1607 0 16081 80 3728 0 13728 I 60 1733 0 1734 i 85 1 3938 0 1 1 3938 65 1 1859' 0 1860 1 1 90 1 4148 0 4148 I 70 1985 0 1 1986 I I 95 1 4358 0 4358 75 1 21111 0 2112 1 100 1 4568 0 4568 I 80 1 2237 Y 1 1 2238 1 1 60 55 3214 0 1 13214 85 1 2363 0 1 12364 1 1 1 60 1 3466 0 3466 I 90 1 2489 0 1 1 12490 1 65 1 3718 0 11 3718 95 2615 0 I 1 2616 I 70 1 1 39701 0 1 39704-- i 100 1 1 274f 0 1 12741 1 75 114222 0 1 4222 I 40 55 1 21 4(3 0 i 2144 1 I 80 I 4474 0 1 14474 60 1 2 1 0 2312 i 85 I 4726 0 14726 I 65 1 79 0 1 1 24801 1 I 90 I 4978 0 4978 I 70 1 -7c 647 1)Q1c 0 n 1 1 I ✓ 1 26481 I 1 I ')ASS I --�- I 1 --�, 95 100 1 --!' 1 52301 0 1 54821 0 `' 5230 I 5482 G 41 i ROBERT LAIZURE PRESIDENT & Ventures Inc. REFERENCE CUBE FTG WITH REINF. 14 X 48 CM JOB TITLE ^y I 1 4,4bzA JOB NO. SHT. I OF CALCULATED BY '26 DATE �(0 �e CHECKED BY DATE SCALE ^w' 1 SIGN 14 X 48 CM BACK TO BACK TO (30' V MAX.) i\ LATERAL SOIL BEARING PALL- 400 PSF/FT (SANDY GRAVEL) FORMULA - d - A (1 + 1+ 4.36h WHERE A - 2.34P �� ( PER UBC) 2 A S1. b �i-� JJ `' � P Cry P) P2. 1� 30y 25.2 _-- O�SION (40) 33.6 (60) 42 `1 t N 6oTN J Al , LENGTH X WIDTH X DEPTH . 6 \11� V7 n's x 30 P.1 15.75 21 26.25 RA GL 20 PSF �- 40 PSF 50 PSF 60 PSF 5 *8X4X10 8X4Xll 8X4X12 0 10 1/2 8X4X12 9X4 1/2 X 12 1/2 5 11 9X4 1 2 X 12 10 1/2X5 1/3X12 1/2 0 12 10 1 2X5' -3"X12 10 1 2X5' -3"X13 1/2 5 E0 9X4 1/2X12 10 1 2X5' -3"X12 1/2 11X5 1/2X14 1OX5X12_ 10 1 2X5'-3"XZ3 1/2 15 - 5—..-. lM5X12 11X5 1/2X14; 15 1/2- 40 0 10 1 2X5'- •"X12 1 "2 1X5 1/2X14 1/2 16 1/2 5 r 10 1 2X5'- 11X5 1/2X15 17 0 10 1 2X5' -3"X14 11X5 1/2X15'1/2 17 1/2 5 11 X5 1/2X13 1/2 11X5 1/2X16 18 1/2 0 14 11X5 1/2X16 1/2 11X 5 1/2X19 5 14 1/2 12X6X16 1/2 0 15 17 5 1512 1712 0 1 16 18 5 1612 1812 0 17 5 1712 00 18 1/2 r� Y,,,� ' mom"` cl 3LVentw i s, InG, 8137 Norlh 83rd AToIIUY • 1'ooria, AZ 85345 REFERENCE KoM 5. Tr(D,4-DZ ) 3Z D, G I t (.6 S I=o TZ 'P I P'5 S WHERS DI:0.0. JOB TITLE JOB NO._ SHT. M-1 OF CALCULATED l;Y S L� DATE CHECKED BY. DATE SCALE • I- Sp Fb = •�2 F� (I F o/r .< 3300/F�) F b - 6 +.4F� jr- 13oa0 °/r > 3300/,�� ' �9TRE59 INCftEASE� MbCAa - SxFbx1.33 I . Fv - (TFtE LARGER o�) 23 800 �4 ORD3/2 ll boo _ CSF p F 46575 49 4 1 �41UD /T /S CLID)Yr D�i L/ i ) Mt Fy (2I)-CSiF�E55 IN GREASE) CAP X 1.33 DIA WALL Fy S I Fb Mb CAP Fv Mt CAP L max WT/FT in in ksi in3 in4 ksi ft W ksi ft k ft #/ft . 20 0.188 35 57.4 574 20.2 128.7 14.0 178.2 40.9 39.8 X20 0.203 35 61.9 619 2*0.7 142.1 14.0 192.0 49.5 43.0 20 0.219 35 66.6 666 25.2 185.9" 14.0 206.6 UNLTD 46.3 20 0. 9 35 72 .4 724 5 .2 _2.0�-_ _ 4 . 0 0.250 '35 75.6 756 25.2 211.3 4.0 234. �NLD D �9. .20 20 0.281 .35 84.6 846 25.2 14.0 20 0.312 35 93.5 935 25.2 261.2 ?4.0 290.2 UNLTD 65.7 20 0.344 35 102.6 1026 25.2 286.6 14.0 318.5 UNLTD 72.3 20 0.375 35 111.3 1113 25.2 311.0 14.0 34`.5 UNLTD 78.7 20 0.406 35 120.0 1200 25.2 335.1 14.0 372.4 UNLTD 85.1 20 0.438 35 128.8 1288 25.2 359.8 24.0 399.8 UNLTD 91.6, 20 0.469 35 137.3 1373 25.2 383.5 34.0 426.1 UNLTD 97.9 20 0.500 35 145.7 1457 25.2 406.9 4.0 452.1 UNLTD 104.2 20 0.562 35 162.2 1622 25.2 453.1 24.0 503.4 UNLTD 116.8 20 0.625 35 178.7 1787 25.2 499.1 1.4.0 554.6 UNLTD 129.5 20 0.688 35 194.8 1948 25.2 544.2 1.4.0 604.7 UNLTD 142.1 20 0.750 35 210.4 2104 25.2 587.7 14.0 653.0 UNLTD 154.4 Ventui(i's, InG, .;Dl37Norlh 03rd Avonue • l'oorfc, AZ 05345 FIEFESENCC 'FO TL P1 PES JOB TITLE ~ 1 r Ci `~ �- ~ ✓� �� JOB N0. SMT. 1''I -1 OF '14 - CALCULATED IIY DATE CHECKED BYDATE SCALE I ' 23 �c3 ° . 1070 42 .4-5(o _10- GICs 12$4! 3�.2. 2385,% 2¢ . 46�i G T 2ao. I Z 40l '+G-5_ 103'1• g 2G.0 1 1 S3. 1 .50 I 1,&, o '34- -330 52 342.1 58i5 2$,4 0-1 G. ?a.r3 1517.1 4-4- I4 -0.I ► dk- LLi J0, •'S: 71'(D,4-Dz ) WHERE DI - 0.0. ... 3Z D, 0 :_- �FFb .'72 F� - Fb=..fir +.+Fy 1300%a.°fir > 330o/F�� D G • ' � sTREss I/JCf�ENSE) • ,Mb CAp - S x Fb x t.33� 6575 9q oo Il boo!. <7H5 LARGER orl 238 a % OR D/T�3/2 ..l ( 6575 qq.4_ `IF D/T AND F�z/�J ;MtCAP z Fy (2.1) X 1.33 f(ST1iE55 IN GREASE) °/z) 12 DIA WALL' Fy s I Fb' Mb CAP FV DIA in4 ksi- ft k ksi Mt CAP L max WT/FT : ft_ k ft /ft in in ksi . in 30 '2 382q 252 -713.0 424' o ' d2 s 3 35 � 16�Irl s•S 23 �c3 ° . 1070 42 .4-5(o _10- GICs 12$4! 3�.2. 2385,% 2¢ . 46�i G T 2ao. I Z 40l '+G-5_ 103'1• g 2G.0 1 1 S3. 1 .50 I 1,&, o '34- -330 52 342.1 58i5 2$,4 0-1 G. ?a.r3 1517.1 4-4- I4 -0.I ► dk- U I N L. G. CHRYSLER JR. "--h--Gate.Ln-j- Chico Co ntr:Modern Steel Aj, PermitIP3167-84B,P,E,M(new office & whse for insulation contr) h's `NO e -KIT DI::rall- -STEEL- STRUCTUREs Contr: Landscape Bldrs Permit#430-85P(install lawn spri/71 whse) '4U -4U! 3041-89E 3041-89E . 0 CHRYSLER, Lo� > 0 3653 -Southgate. Lane, C Electric 'C8nt'r.i-'--Chico Electric /c omm'� (upgrade'.ele/comm), 4911/ - Con' '�Widell Inc • P -Err it#3070-89E(add'1 elec ser) III go C 14 •4 C BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* Phone: (530) 538-7601 Fax (530) 538-2140 711141 NO: 5— FORM NO Mailing Address BIN NO: Website: www.buffecounty.net/dds Payment of Fees Required at Time of Application PLEASE PRINT CLEARLY OWNER INFORMATION PROJECT LOCATION First-NaAPN L 09 J omX%UH ��//Property Address ,V ✓� J —) UL" CI Fax Cell CONTRACTOR_ Name D �J VUnn—ICnn—Iel VUv Mailing Address City State Zip Phone Fax Email Cell, License No. Class APPLICANT ARCHITECTIENGINEER Name Mailing Address Mailing Address State City Phone State Zip Phone Q Fax Email Cell CA State License No. APPLICANT Last N e ftffLC First Name V\J YA 12 Mailing Address City State Zip Phone Fax Email Cell City Location must not be in the city limits ofpi;&!Gridley, Oroville or I l Paradise, dick below for parcel information http://sk.chicomai)works.com/ WORKER'S COMPENSATION Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance LENDING AGENCY Name Mailing Address City State Zip DESCRIPTION OR SCOPE OF WORK D Mobile Home permits (other than installation, foundation, utilities 8 non-attached 1101 Z structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: http:/twww.hed.ca.gov/codesimhp/HCD Phone: (9 16) 255-2501 Q AT:C o P JOB VALUATION:, (Enter value of labor, including C) $ non -contracted, plus materials charge) �(� V Square Feet Detail Living Area: Garage: O Open Area: Covered Area: ❑ Structure Built without permits TOTAL SQ: Proposed change of Occupancy/Use - Note previous/current use below: FOR OFFICE USE ONLY ) Zoning: — Flood Zone: SRA: DYES EXo NPDES ES LJ NO Code Enf: Legal Lot: NO Occupancy Type Construction /(f Permit T 9 c` . Date: Print Name: ' ' `When filed, this application and all suXorting material becomes subject to the CalifomiaVilbVRI All public information related to thistapplicabi n is subject to public inspection and will be posted o the County's website for electronic access K:/Forms/Building Forms/Building Permit Application 1109 �Q`ec, 11- t3 ♦�TtF Butte County Department of Development Services PERMIT CENTER ^�, y• 7 County Center Drive, Oroville, CA 95965 GUNS Main Phone (530) 538-7601 Permit Center Phone (530) 538-6861 Fax(530)538-2140 NAME: GONZALEZ, ERNESTO LOCATION: 3053 SOUTHGATE LN SITE APN: 040-400-082 BUILDING PERMIT NUMBER: B12-1887 1. 3 copies site plan 2. 3, sets building plans 3. 1 set energy calcs (if applicable) +--- 4. 1 set truss calcs (if applicable) ✓5. 1 set structural calcs (if applicable) ✓6. Intake Packet ✓ a. signed permit application b. owner builder (if applicable) c. notice to builders d. fee summary e. fire handout f. NPDES form g. data sheet h. PW Notification for 26-12 i. Hazardous Material Form (commercial) 40 j. Accessibility Worksheet (commercial) k. Plan Check.Sq Ftg Verification 7. Flood Certificates (if applicable) 8. 9. 10. Completed by: Date: 1 d1 2-- CACRW\Temp_ Ies\DDS BLDG PERMIT CHECKLIST 2.2.12.doe FORM NO DBP -132 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET** Reference Number: B12-1887 Date: 11/14/2012 Location: 3053 SOUTHGATE LN Parcel Number: 040-400-082 Owner Name: GONZALEZ, ERNESTO By: AAM Sub Type: O OTHER TENANT Phone: (530) 892-9258 Description: INSTALL PAINT BOOTH FOR AUTO BODY SHOP The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Clark Road, Paradise CA 95969 - (530) 872-6393 13 ❑ Other: "*When filed, this applicatiorfAnd all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and ill be posted on the County's website for electronic access. Signature of Applicant: FILE Date: 11/14/2012 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901- (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ ❑ FEMA Flood Elevation Certificate (req u' ed wit in 48 hours or permit will be placed on hold until received) 13 ❑ Other: "*When filed, this applicatiorfAnd all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and ill be posted on the County's website for electronic access. Signature of Applicant: FILE Date: 11/14/2012 BUTTE COUNTY FEE SUMMARY Printed: 11/14/2012 7 County Center Drive 8:22 am Oroville; CA 95965 Department of Development Services Phone (530) 538-7601 Fax (530) 538-2140 Permit Number: B12-1887 Job Address: 3053 SOUTHGATE LN Contractor: OWNER Job Description: INSTALL PAINT BOOTH FOR AUTO BODY SHOP Fee Description Account Number Fee Amount Paid Date Pmt Amt DB CA SB1473 100% 1001-0-280-1011473 $1.00 DBEH BUILDING REVIEW FEE 0021-540011-4614901-101001 $105.0011/14/2012 $105.00 DBFIRE PLN CK COMM LO/MED HZRD 09 0010-14001-4617237-101001 $228.0011/14/2012 $228.00 DBMSC GEN'L PLAN MAINT FEE O OCC 09 0010-0-4610311-10113311 $36.7711/14/2012 $36.77 DB O OTHR TNNT IMPR DBF O OTHR TNNT IMPR B TYPES 1 0010-440001-4210502-101001 $490.20 DBF O OTHR TNNT IMPR B TYPES 1 0010-440001-4210501-101001 $326.80 11/14/2012 $326.80 DP PLANNING CLEARANCE FOR PERMITS 0010-440001-4210900-101001 $81.5011/14/2012 $81.50 DBMSC TECH INVST FEE O OCC 09 0010-440001-4610312-101001 $8.1711/14/2012 $8.17 19277.44 $786.24 Printed By: Alice Mefford Balance Due: $491.20 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 11/14/2012 I would like to defer the required impact fees as noted within this fee summary until prior to Final Inspection. I further understand that I am required to pay the requested deferred impact fees as noted within this fee summary, before I am allowed to schedule a Final Inspection. I will not be allowed to occupy the permitted structure until a final inspection has been performed and approved after all fees ha enp id. Signature* Date: 11/14/2012 Pursuant to Government code Section 66020, you a ereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from $K.0impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code ction 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www. buttecounty. netldd s IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at 3053 SOUTHGATE LN. CHICO. We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. - 1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. L2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. 3. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect yself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. 1 understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on ermits and contracts. 4/1 5. 1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer' under state and federal law. f 6. 1 understand if I am considered an "employer' under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. 7. 1 understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential st uctures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. 8. 1 understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. 9. 1 understand I may obtain more information regarding my obligations as an "employer' from the Internal Revenue t_eWice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 3053 SOUTHGATE LN, CHICO . . ,q(11. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. h*12. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I aeha a provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Description: INSTALL PAINT BOOTH FOR AUTO BODY SHOP Reference Number: B12-1887 Applicant Name: GONZALEZ, ERNESTO XOwner's Name: GONZALE rEFESTO AP # : 040-400-082 Signature of Property O Date: Z�IZ�Zh Z-7_ Note: The following Authorization Fo m is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file.the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: Butte County Department of Development Services TIM SNEL• LINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division. during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B12-1887 Location: 3053 SOUTHGATE LN Parcel Number: 040-400-082 Date: 11/14/2012 Owner Name: GONZALEZ, ERNESTO Phone: (530) 892-9258 Description: INSTALL PAINT BOOTH FOR AUTO BODY SHOP Signature of Applicant: Date: 11/14/2012 FILE ❑ Complaint -Date ❑ Other -Date BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT ZONING Owner: L A.P. # qb-4l?-Ok� Address: t CVWj Date of Inspect ion 2�i Tenant: (iVc n&GL ltirAvSTfLj&S AInspector :i,L92 Building Location: �U�'3 �'pv%�iCt,CC� •�J �-1Z/f7 Type of Inspection requested: 1. Housing ".2. 2. Financing r L_L 3. Change of Occupancy to LZ 4. Work W/0 Permit , / / 5. Other (specify) Present use of building:y A. Sanitation (Housing) MSV L-�'L'i'-Z•� °`-4 C -d' "�/�.¢-,�Y/ 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space -requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14.. Stairs:(Rise, Run, Headroom, 1HR, Tolerances,Handrails) 15. Comments: B. Structural 1. Piers and footings. V 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: -'I 5. Fireplaces: ( " 6. Comments: C. Electrical i. 2. 3. 4. Service and ground: Receptacles: Fusing: Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: E. 4. Comments: Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Energy; 7. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description): 2. What action taken (give complete description); 3. What action recommended f� A. Information only - file. B. Hold for ten days, then write letter. C. Write letter. D. Other: TO IBuildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4wn Lo ation T— AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for _ bedroom mobile home. NOTE *** Water Supply Water Supply Other &9" of // Sanitarian Date S6Z�-q3y 26 3 oho..gn-a 7Y8Z 3oS3 S• G� ' .' � - Caum �r;�t��c- 91��1� 9 4 COUNTY OF BUTTE - DEPARTMENTfOF PUBLIC WORKS,'PERMIT RQ: 7 County Center Drive - Oroville, California 95965 - Telephone 916/534:4541 ��� -7 APPLICATION AND PERMIT I � ASSESSOR PARCEL NUMBER, y(- 4f("1 ./V ZONING BUILDiNG•PERMIT OWNER - TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS �. S�.) il7,7, .4 J A. (f%� CONTRACTOR'S NAME TELEPHONE 1 x6 J CONTRACTOR(S MAILING ADDRESS �^ f% Fireplace CONSTRUCTION LENDER A4 _41 g UNKNOWN Total Valuation $ FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER /v`� Cf f LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 �� � `�✓�J �� �£ /� J G►/ y,l Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE / SF ❑ Duplex ❑ Mobi lehome ❑ Other ir1 /- 11Z14, tr U/0C.,f � i SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e y%I�l TYPE OF WORK New❑ Addition0- Remodel[:], Utilities❑ Installation❑ Other Describe work: %ti'S ✓ �� /60 1-1 u - r��2�N��f�J _ Jr Permit Fee $ /:, , (� "Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS100 AMP OR LESS 10,00 - Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.& OR AODNS. C ACC. BLDGS. , 2/20sgft - CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): r 01 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. 7 4112 License No. 5 1 2-51 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW cONSTR U TI.OuTLET 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. I POWER APPARATUS & NON•RESID. %SINGLE OUTLET CIR. Ex. Occu 20®50e P�o XE OR FIXTURES BALO 301r_^ FIXED A PPLNSOR D Ex. Occup. OUTLETS (RESI,D.) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �O'l 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. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 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. 1 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 .x 1 , "''` -i' :� • ! �3 ' C.:_ 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 $ TOTAL PERMIT FEE $ J OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ssuE This This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC Byh/L7Liy (.�/� PERMIT-EXPIRES~Date the applicable provi- resolutions to do fees have been paid. WORKS Date Z Receipt No. . o?'� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT, OF PUBLIC WORKS PERMIT 1% ; it .7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 0 ' APPLICATIO6- ND' -PERMIT ASSE SOR PARCEL NUMBER 0 � ZONING BUILDING PERMIT owN TELEPHONE SQ. FT. OCC. BUILDING VALUATION O NER'S MAILING DDRESS C CO .RAC R'S NAME IYELEPHONE C ,,ACTZMAIVINIG ADDRESS Fireplace C ON_S�vTjRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ' Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 C Water piping 5.00 LOT NO. SUBDIVISION NAME , PARCEL MAP Each Qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Oth2_0 � L� �_- ' SPECI FY Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Additio Re odeI ❑ Utilities ❑ Installation ❑ Other Describe work f — Permit F $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 000V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2/4sgft CONTRACTORS LICENSE LAW I de la 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."45 �Classification 19 Z �_1 ❑ 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 CONSTR U TI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea NEW CONSTR. ( POWER APPARATUS &) NON -RESID. SINGLE OUTLET CIR. z0es0e Ex. Occup(o FIXTURES 9AL®ao FIXED A POR EX. Occup. OUTLETS (RESID )REA•1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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. ❑ 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 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 liabili j ts, costs, and expens ich may in any way accrue again aid my in co uence ofd• an Inof this permit. Date !z . Imp' �� Signature of Applicant — Owner g pp Contractor Agent ❑ An OSHA permit is required for excavations over 5' " deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE of CONST. I PARCEL OD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRECTOR OF PUBLIC PERMIT ate — the applicable provi- resolutions to do fees have been aid. p WORKS Date Receipt No. ti�.J29 y WHITE-D.P.W., YELLOW-ASSFSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT m _.. .,.:.. +h"c+'.r,.. ..,",,. •t.:••., r.....: _ ..-.�r.T.4. •'</'ea3,s�•a ,s a {y -.^ •:r•s. .. 1t% K^r`h+ry....:�`.zn a a.. 40-40-65 3041-89E CHRYSLER, Lou 3053 Southgate Lane, Chico Contr: Chico Electric " (upgrade ele/comm) . .. •fie , , :�-... - JZ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS r.PERMIT NO. ' 7 County Center Drive - Oroville. California 95965 -Telephone: 916/538-751 APPLICATI®NAND PERMIT 7 - ASSESSOR PARCEL NUMBER WO - YOJ D °" 0 or,It.nl off' ZONIN wt.. BUILDiNG`P�RMIT OWNERl' 0,J/ CA•/DDRESTS TELEPHONE SO. FT. OOC. BUILDING VALUATION OWNER'S MAILING G CONT? CTOR'S NAMET Y 16 � /" L_ Pre It -a i L PHONE W- iy3� ... CONTRACTOF MAILING ADDRESS (�JXS PI -el- Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. _ Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 30 � 53..�G`/�,g fy �a Each Trap 2.00 G/,// e v 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 STRUCTURE - SF ❑ Duplex❑ Mobilehome❑ Other ��oC /� /�iM��!— SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W .00 ea TYPE OF WORK I . j,, New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: _e le.,— r4 16 4 It— S 6o o2, oo Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS X 10.00 /o '' Main service EA. ADO'L 100 AMP 2.50 /Z S� CONTRACTORS LICENSE LAW I declare under penalty of perjury ) p y p I y (check one): r_ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions %a d y license is in full force and effect. License No. Classification i��( F-1 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 NEW CONST. DWELLING OCCUPM OR ACDNS. ( ACC, SLOGS. I , h¢sgft NEWCONSTR MULTI -OUTLET NON. R ESI D• BRANCH CRC" 2,50 ea /POWER APPARATUS & -SINGLE OUTLET CIR. ) Ex. Occup( OR FIXTURES 2AL SOC BAL030 FIXED APLNS. Ex. Occup. OUTLETS PR (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ �2 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. ❑ 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,Nr this'pe ha I be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify th have reAdghls pplication and sKe that the above information is correagree t comply to all County Ordinances and State Laws relating to buildE construc ion, and hereby authorize rkpresentatives of the Countyot pon t e above-mentioned property for inspection purposes. Butte tLee I also save, indemnify and keep harmless the County of Butte againstJ liajudg ents, osts, and expenses which may in any way accrueHAz again tun y co equence of the granting of this permit. (/].► (2_j X Date I ff JJ ! I Signature of 1ppiicant — Owner LJ Contractor Agent ❑ An OSHA permit is required for excavations over 50 deep and demolition or.construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $all cuA PARK SCHL FLD PAR PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have begn paid. DIRECTOR OF PUBLIC WORKS ��}y� By �"� It a Date �3 PERMIT EXPIRES Date - Receipt No. WNITC-D.P.W., TELLO W-ASeC390R, PINK -INSPECTOR, GOLDENROD -APPLICANT ,yw..�,-...... .. -. .., -., .. �..+^ryt.T�.r+,--ii--'"FiVA't+s.oy7�TMC,•�"'�^�'s,....r'�,y,.,,.z�v�._; � .�.:...ti rr-"1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538 -754T- 747 38 -754T 747 Elliott Road, Paradise— Phone: 872-6307 rt CORRECTION NOTICE OWNER VPERMIT N0. 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 matt r, or need additional explanation, please contact this office immediately. //, 41� IV f f i { Inspector (i6Z COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ERMIT NO. ASSESSOR PARCEL NUMBER `�O - �OtO - b (, on�t�.l o �-• ZONING" T'� `L BUILDING PERMIT OWNER 0.. TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS R e, /-?o l �`�51 CONTR CTOR'S NAME � 1/ 1 G 2��c t C_ T EPHONE ��/ CONTRACTO S MAILING ADDRESS x5v- f4P-ZX0 - Fireplace CONSTRUCTION LENDER VN KNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 3o 53 so Jry /s_I _ Each Trap 2.00 � ! G 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 STRUCTURE / SF ❑ Duplex❑ Mobilehome❑ Other �eOL 1! �i/�G /%.a��l�Y SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherY Describe work: U C— G-_tAI tel_ 1-0 60 0, Q -f, O� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V DR LESS 100 AMP OR LESS 10.00 �o Main service EA. ADD'L 100 AMP 2.50 /2 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 Profess s d a y license is in full force and effect. License No. Classification �� J 0 ❑ 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. DWELLING OCCUP.&OR ACDNS. ACC. BLOGS. ) 2hQsgft NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS o- SINGLE OUTLET CIR. ) Ex. OCCup�OUTLETS OR FIXTURES 2AL@ eL030 FIXED APPINIS Ex. Occup. OUTLETS IIRESID IKEA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bVirin 9 15.00 Permit Fee $ jZ 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. ❑ 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 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correc . I agree t comply to all County Ordinances and State Laws relating to build i construc on, and hereby authorize representatives of the Countyot Butte to nter upon ie above-mentioned property for inspection purposes. I also ag ee to save indemnify and keep harmless the County of Butte against all liabil ties, judgr ents, posts, and expenses which may in any way accrue agai t id Cou y n co equence of the granting of this permit. X Date — Signature of Applicant — Owner LJContractorAgent F) An OSHA permit is required for excavations over 50 deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ °°�� Z ✓HD I.{AZ I CUA PARK I SCHL I FLD I PAR PD IssuE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRE TOR OF PUBLIC WORKS �^ Byt � 7 PERMIT EXPIRES Date 131:1 Receipt No. y'�/ u-6 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT + i a a r moi. �s r j :< s> tttr `moi t " i r; kr`''',' ,K; c� �, ► .. rs' o . • : r-l��w.-��.',•:i7�;,f''-r i.. I \:�}-C+'.rI j°y, 7 ! '� . M1� `i�;i''� � fi"rf'`l�'T^ �"� ,.� . ,1 +�...'l.. � "�' ' ,r„" COUNTY OF BUTTE- DEPARTMENVOF PUBLIC WORKS PERMIT NO�,J/,1 " !� -�,! 7 County Center Drive - Oroville,l GraI fornia 95965 -Telephone: 916/53 -541. l APPLICATION AND PERMIT ASSES OR PARCEL NUMBER ZONING "G ' BUILDING PERMIT OWNER- I TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME ITELEP..NE Qw"4-4, CONTRACTOR'S MAILING ADDRESSr,,..l,wl.� - f, Fireplace CONSTRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS �II'' Total Valuation $ Filing Fee $ 10,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS , Penalty $ BUILDING ADDRESS f/� IQ,&�� L L 1A0i J(�''`, i, Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ���� � � Each Trap 2.00 i .. 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 STRUCTURE �� ��pf ��fj� O1.A,v. SF❑ Duplex❑ Mobilehome❑ her SPECIFY I Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W [10-00e, TYPE OF WORK ,. j` New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Instal lation❑ Other 0 Describe work: A Cog {/1 rS rbA- _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 ' L1G i 1 _ f 600V OR LESS Main service 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW t 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 ❑ I am exempt under Sec. , Business and Professions Code for this reason r ' S. OCCUP.81\ oR CONST WELBLDGI ADDNS 2'/20sgft NEW CONSTR.MULTI-OUTLET NON•RESID BRANCH CIRC ITS f-% 2.50 ea r..,.. POWER APPARATUS a (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 20 ® 50s eAL030 FIXED APPLNS. OR Ex. OCCUp. OUTLETS IRESIO.I EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 85` Contractor WORKMEN'S COMPENSATION INSURANCE ! I declare under penalty of perjury (check one): i ❑ The permit is for $100.00 (valuation) or less. 3 l� I have placed on file with the County of Butte Building Department J%� 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. ,\ I 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. ° MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 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,�ifidemnify and keep harmless the County of Butte against all liabili s, judgi�'iiients,,.cosjs, and expenses which may in any way accrue against✓ aid Coufit �conse•uence of the granting of this permit. Date / I —�� ° e� � S,'ig ature of Applicant — OwnContractor ❑ AgenX An OSHA permit is required for excavations over 5'0" deep and demolition, or construct- ion of structures ovetr'3 stories in height. 1 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE fJt+ TOTAL FEE $ HAz CUA PARK SCHL FLD PAR JPDJHDJ Issu This permit is hereby issued under Bions of the Butte County. Code and/or indicated above for which fees worcaov1 IARECT& OF) OUBLIC By~� PERMIT EXPIRES Date the applicable provi- resolutions to do have been aid. pk WORKS 1 O Date{(y'rVj�{I' /v/���'/) / 4 e � ' / `- Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT, II ��•'_� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER RMI 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. T7 � Inspector Date J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ` 7 County Center Lrive - QroviIIe, e2lifornid 95965 - Telephone: 916/538-7541 APPLICATION -AND PERMIT PE MIT NO. gi �-�5 ASSES OR PARCEL NUMBER 6 ZONING /L/ -L BUILDING PERMIT OWNER] - p L J TELEPHONE S0. FT. OCC. BUILDING VALU ION OWNERS) M9A�ILINy'0O/GJ ADDRESS �j /r 0I :J/41r CONTRACTOR'S NAME "HONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ PLUMBING PERMIT Filing Fee 10.00 33 Each Trap 2,00 t Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEP ARC EL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE ,f �y, SF ❑ Duplex[]Mobilehome❑ V �� �7 �f�i I"L.r, SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e . TYPE OF WORK New Addition ❑��ft Remodel❑ Utilities❑ Installation❑ Other Describe work: 40,0 r Irl 0) 4'3 iF'yet— _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service jp0 AMP ORV OR LESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.ed) OR ADDNS. I ACC. BLDGS. / ,/zQsgft NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH .CIRC ITS 2,50 ea POWER APPARATUS b SINGLE OUTLET CIR. I Ex. OCcup�OUTLETS OR FIXTURES eLe 2ALO 30 FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 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 (ya_ tlua� or less. I have placed on file with the County of Butte Building Department v� 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 10.00 Heating Cooling g Hood 3,00 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. 1 also agree to save demnify and keep harmless the County of Butte against all liabili ' s, ju t• s, and expenses which may in any way accrue again id C cons uence of the granting of this permit. Gl Date gnature of Applicant Owner Contractor C]Agen' An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures ove/r�3 stories in height. Mobile Home Installation Fee = $ Energy Inspection Fee $ occ CONST TYPE 'TOTAL rob FEE $ �5. HqZ ,J CUA PARK SCHL FLD PAR PD HD ISSU This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for 'which fees =R0BLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. `7 WNITC-D.P.W., YELLOW-A88(930R, PINK•INBPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTT..- Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "ownek-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 mgLterials for construction of the proposed property.improvement (yes or no) 2. I (have/have not) /�%i �� 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 Owne Social Security Number Date 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. COUNTY OF BUTTE - QEPARTMENT.OF,PtJBLIC WORKS - BUILDING DIVISION 1. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET / Permit No. OWNER I�t nop/7 U, A. P. No. Proposed Building Use /yl -L Building Inspector 4/0, �c� 0_ Date G - At time of 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 been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ - 3. Complete plans in duplicate/triplicate, signed by preparer of -plans—. . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. School District fees paid ................. 13. Sanitation approval from Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ..... Pre-Inspec. request to Building Inspector (Date) 0. 21. Contractor's license information (No., Name Style, Classification) ....... Certificate of Workmans Compensation Insurance .................... 22 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. _ Telephone "01 N- 7-1 S41and hold for pickup at office. Deliver w/inspector. Other Appl i t Date -- Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Uff— Contractor, designer, owner, was advlsed ofabove req red data by_phone�nail—counter by date Contractor, designer, owner, was advised of above rej ed d7ta by—phone —mal l—counter by date Plans checked by Date Plans approved by Date _ Sets of plans on hold in File cabinet AP folder Copy—DPW '�' r• M4'71'rh".''s! `1r'ir'}+^,i!}y.r►Tiii"*"r'� i'(� >t'T' ••.i✓", 'Y '•.r • Y Y: r -, _';f r ' BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building,Permit cannot be approved without this completed form.) Firm Narr 'Address Nature of Contact F D 003D -'foo -082 BUILDING PERMIT NUMBER t APN Does your business or that of your tennants handle, store, or transport hazardous materials? O NO '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..1 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.? O NO -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. 7 -"3. Is the business/facility/operation to be located within 1000 feet or the outer, ,b.oundry of..a school. -or school site? ` aNO1 ❑ 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? D N�, C3 YES IF YES, contact the Butte County Air Pollution Control District (9167891-2882) for permit requirements. -t. Owner or Authorized Company Representative F' I (Signa re) (Date, BC EHD BCAPCD �•• The applicant has met or is meeting the applicable requirements of Section„25505,a''' 25533, and 25534 of the Health and Safety. Code and the requirements for a permit from the Butte County Air Pollution Control District. o [E]"— The Above Regulations Do -Not pply To This Facility.- BCEHD Signature � � , Date -�-� may. BCAPCD Signature c ' t Date WHITE - Building Dept , ❑ YELLOW - Env. Health ❑ ,. PINK - APCD O GOLDENROD - Fire Dept.f? 1 r � r F�•,,,.t.,,�r� ._ _ •—'V.,7•MPS•r••�T-•�c�q",.,•,.•",„,w'i"�iif'li+�i"yr+�il"k'�t��'°P'wxs-...v. p rarS4;. ev^1�'f�i�++`ti:a'�+"`"r.'r`^���" BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER Q !�''� "'� APN - r 60 Firm Name b k -f t I V1 V1 / 64y. Address 0 5:3 : t;fo 1 I -y4r, a Nature of Business `Q S Q✓7 Contact Person neo1111 Phone # � �• y 6 23 1. Does your business or that of your tennants handle, store, or transport hazardous materials? :<,,. ❑ NO %,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, J 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? 0, NO $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. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a -school or school site? I,NO ❑ YES �y IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumesvapors, or other volatile compounds? . C3No, 1:1YES N IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signal rel Q (Datel BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section,25505,"- _ 4 f Health f and the requirements for a permit �. � ❑ 25533, and 2553 o the Heat and Safety Code eq o ` from the Butte County Air Pollution Control District. 4. ©'r The Above Regulations %Do -:Not Apply To This Facility` BCEHD Signature �''c;� i -_('c: /%'� r4-t,,.1`.A Date BCAPCDSignature -^ at Date C-� —.� v` WHITE- Building Dept O YELLOW- Env. Health ❑ PINK -tAPCD ❑ GOLDENROD- Fire Dept. �{F { Environmental Health FEB 2 0 2004 Chico, CA COUNTY'OF`BUTTE 44930 F I IAL RECEIPT / OFFICE OR DEPARTMENT ISSUING RECEIPT Received from The Sum of N�i Z—Tf r' �11�io4j eS AA1Y) For ;::i Received: CASH CHECK go -Bv uhvw 0UWNt55 rUHM5 • (815) 743-8511 Z. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, California 95965 Telephone: 538-7541 APPLICATION FOR SPECIAL INSPECTION .:51-, Y � Owner Mr. & Mr's. L. G. Chrysler, Jr. (Lessor) A.P. No. 49-40-065 Mailing Address P 0 Box 1945 'Telephone No. 916-8914533 Chico, CA 95927 G ' /j'%� ' Applicant Widell Industries, Inc. (Lessee) Telephone No. 813-848-1811 Mailing Address 6622 Industrial Avenue, Port Richey, FL 34668 Bj.dg unoc ro a will occupi . Buil:din� Location_ --.....305.3 .,�outhgate;.Lane. 4ys,..to-. bldg.. located at,.Modern Bl.dg_Company , @ 3083 Southgate Lane, Chico, CA. Chico, CA 95927 I hereby request a special inspection of the following building: 1. Dwelling (if only a portion, specify) ' 0 2. Apartment House (if only a portion, specify) U 3. Commercial (specify present occupancy) Previously insulation storage 0 4. Other (specify) I am requesting a special inspection for the purpose of: 1. Moving the building. 0 2. Financing (specify agency) Case No. 0 3. Change of occupancy to Light Manufacturing - Taps & Dies 4. Other Necif,y) I -hereby certify that I will obtain the necessary permits and make any necessary correc- tions, alterations, or repairs required by the County of Butte, as a result of this inspec- tion, to comply 'with building and housing code requirements. I also certify that prior to the use or occupancy of this building, I will complete the above required corrections, alterations, or repairs, or, if the building is presently occupied, I will complete the above required corrections, alterations, or repairs within 30 days. I certify that I have read this application and state the above information is correct and hereb authorize representatives of the County of Butte to enter upon the above- mentionpropert,,y for inspection purposes. ig Fee Paid $ 50.00 e o f WJM Lessee lst-DPW/2nd-Inspector/3rd-Applicant Date Receipt No. , mia Co u .. _ fie u n 1 _ nt W Y... ,. .... .,. _.. ..Ili .. a , ,.r to . r y „ v Sheet Title FLOOR �I PLAN /11111011/ �aJ lu LU n ww� JE C5 sw U Li Orrawri Uy CHAD fI BVH project 9GG4 bake p6ritdd 11/05/97 Date created 10/20/9 Sci�P� Sheet Title FLOOR �I PLAN 10/01/2004 15:33 5308714278 BUILDERS PA PAGE 02 V October 1r2R94 Mr. Michael C. Vieira, C.B.O. BuMlirtq Division. . DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTF_R DRV OROVILLE, CALIFORYNA 95965 Mr. Vieirap Builders Supply will just primarily carry supplies in this location for framing contractors- Belo�w is a brief last by category of pradur we (latent to.carry_: LUMBER -dimensional lumber (i.e. Doug Fir, Him Fir, and pressure treated). Lumber will be stored on -.stickers well under 12 -feet in heigbta_ Atso.we-wcilI carry Wooden stakes. PLYWOOD ,AJLRD SH EETGQGDS- plywooA and- OSS stored on.stickers under 12- to-� In height. Simp$OU RA WA-€ypi€al- dw e hangers stra-ps, HOUSEW RAP- Tyvek. NAILS AVD "SCREWS®These items wtill. he Mored_tay thp--h-ox on pall lets.. STEEL- rebar. WINDOW FLASHING HARARDOUS MATERIALS -Stripe florescent paint, Copper green spray, SET€'AC Epoxy, ET Epoxy, -Terrain -8,_ and OSI su-b- floor adhesive- We dhesiveWe will also be carrying some gloves and tape measures. I hopethis list is satisfa ±oryr if y-ou- Ka-�-%e-- -y ens calf=.. Builders Supply Chesivr Builders Supply Paradise Builders Supply Oroville Builders 5upVIV VWr Shap 5a0_Maln sueel 70].5 �jkywaV_ 256Q Feather River OIvd. Z55,0 Feitnq R(ver PW. Cneh?Cr, CA 96620 Paradise, CA 95959 Oroville, CA 95965 Oroville, CA 95965 S30-256-2:131 53.877.4475 530-534-1275 877.366-7749 (Roll free) 530-2SR-303:1 (fa)) 530-877-4278 (fax) 530534.0735 (fax) 5 3U 534 0Sa9 (fiatt) \\ Web Site: www.collinsco.com/builderssupplY/ @i r 16/01/2064 15:33 5308774278 BUILDERS PA PAGE 01 FACSIMILE TRANSMITTAL SHEET `1'O: FROM: L1_/'nom- coMPANY: ,SATE: FAX NUMBr-.R: TOTAL NO. Or PAGES INCLUDING COVER: C.- 2(J S ,3,f-- Zf Yom. PJ40Nr.--- xVMnr.-.R: sp-NOPIR°s REFERENCE. NUMBER': RE: YOUR REFERP_NCF... NUNMER: ® URGENT ® FOR RL;V18 W ® Pr_r-A;T. COMMENT EJ PLEASE REPLY ® PLEASE RFCYCLAE NOT.US/COMMENTS: rsr� r cmc FA 7915 SKYWAY, PO BOX 2377, PARADISE, CA 95469 PHONE (530)877-4475,, FAX (530)B77-4.278 M 41 (, , I , 0 in CIO -,# �r , 11 , � L Y 1 46 j PI -12,24 r 11170 ". mead I' z� r to - E, A "'A -'o ®r' Lo, r Fe TWII,�-') PLA�,[ 16 FC)R AF,1,'E-A AN4 Y'rc�1�5OfR 0"r,4L`r' FOR. bULOXER6 SUPT L`r' l-,E,46E 01C THE E31J1L,.1D1Ne---r VFRro ;p 7. 9-r >1?w s� BUILDERS SWIPLUAM.,"A ANALYiIS Scpk�mber 27,200/1 PE'N- SECTtON 504.3 N97 U.B.C. Y-PJ44" SN(ILF, HUTIJ) 11',K] T YPF'14R� CONST - AREA 0(-,'CtJPANC'Y ACTUAL ALLOWABLE, At,,'[ -"A ACTUAL E-z� I 11T I's NAND Typd, ANP,A ARE'A PERT"3LE,, DWIDE11) 13Y ISI OD/ BUTTE (3,C)UN"I"y 5-13 1997 (J13C ALL,0WED PRO V. OFFI(M (11CP) B 932 4):-5=2— 1 3671-336" (113URDING All.-4?"A 2)! Swo 3.8 gal 10 gal 60 It I -C 1 I I- I SA SITOP 956"' -u4)004iT. 1 36"/3 ) - 36" BURI)INGAREA 1) -13 Gat() IDTAL ESC TUAIJALLO W1 D 584 ACTUAUMI(Mi'D TOTALL1,"ISST11A Aj-, Lf 0 WF -" I A V E, J �, I N I I CJ Z l A S 1 5 (7 % F 0 1 VW 0 YJ�I � DS 0 V J-,, 1 2 0' zvd;w *r H.M.,MPT AM0 U N'F,,) OF I LAZARD 0 t J S TMAI'l MALS A114. Al Z -15 L 0 F A K i T C J"Ll K -f --'- L N (,--:j I N I:-, F", FIN, I ki C-3 C 0 1',J 5,U I I N 5130 -892- 8008 10 DECLARAI KV4 DR., STE. D Cl flCO, CA 95973 FfAu',' `'.10-892-0392 E -MMI, AFf �(L--R�)t)P�eA�kii,')�q,CC)�VI j . Z 07"O I.ARR f 1j r ("19cin WMIMPM AFWAI, . V Vie mocis, Drawunw; and dosiuu,3 d.opiulcd huioin we HIE! 0AALISiVO I)IOp'-ffly of AEC Gioupaml C. V'V-rmcu, AirdRo(A and shall riot b", lx,pAod, 10jpHAfLV;W Or US(.d roe agcy oLholl pullpose, pruYed oT sib, cllwlhaa the i'll"MEM jjroj�-(A vliihuufvadlmn p-mnrs�orl or Af-HU Ggmqj� and L.J. Ifilumcm AidhRcwL CGIMSLYLI ANITS Al",Z�Elk ANALYSIS 01�fl Y ANI E J0arw 113 (11[11,'-. "Ibl ('1_ "11G() . , ( A j r G LIEN"J' BUILDERS SUPPLY [�`Af�Al.)ISE, GA 0 VV N E F1 IMPH )I, I ?S "L) P P I Y CA REVISICNIS tn. 1 Date I Desrription s ad GIL4111:1.1. Lh %%AL, [TE FIL. A, N Alf',111—D FL-OC)R F71LAI,1114 OMMMSITURMWR�-MQM r11r2N---1&Mww Plan No. u I rQj . N c). D�avjn By: Jw Dvig. File Printed Dac T YPE", WNW tB f-C/P�r SGWe AJIXC—D eee a e4,ce Stripe Morescerit pa i. Copp x Grecil � prq 4.8 gal 1.3 gal BUTTE (3,C)UN"I"y "a BUILDING DIVISION SF�`TPAC 10 Epoxy f CA APPRUVED A-- Gb OMMS''MOMMMEM� —.4 ScHEE I" M! 11Joxy Terinin R Wood Pry sea v, 0,',l SF Sub- Vlm)r Adhesive T YPE", OT Y CL,ASS Allowed AJIXC—D eee a e4,ce Stripe Morescerit pa i. Copp x Grecil � prq 4.8 gal 1.3 gal Llk IA 30 gal 30 gal 4ell SF�`TPAC 10 Epoxy I gal 11 120 gal M! 11Joxy Terinin R Wood Pry sea v, 0,',l SF Sub- Vlm)r Adhesive 3.8 gal 10 gal 60 It I -C 1 120 g, ul 90 galA-6. 60 -565 gal -13 Gat() M mi Ail! d7l, i <k Al 1 i i , r i I I I I, I LENGTHW X WIDTH ' DEPTH . 5 l h x. i _ - -ten - mrrFa_` w" i _ _ .� —� *• _._.:_, : L _ I�I€ }} 25 v - 1 a S' � 1 AUTHORIZATION FROM _ R Ivi R & L i�11`IJRE INC. VENTURES N i 1 .406 i 10 X 5 X _12 0 469 I _ „ 10 X. 2 50 4_562 55 40"r 11 x51zX1312' , _562 --------- 65 2 70 .625 15 757.•�� _ 1 m..t 80 16 I M0 'SO 90 0 95.875 _oa _ 17 1/2 N : NOT FOR: CONSTRUCTION s7 - 1.18_J/2 r i <k Al 1 -wlu, t I -t 1 : __ _ ,.�_. _ IG 1 LDA / _..... DES N L YE D (3'- WIDE FRONT WALK 2 WIDE FiFAR WALK) 20 PSF - L'�ETA I' L f 4 arvY OTHER a o� f7EPR©DUCTION I SIGN FACES - 2 6 PSF r� 1 1 - AL Y d k L T O P f'" C — �i l { I ` I I t )"F'r2_1C"4> 77 j ' . COLUMN" LENGTHW X WIDTH ' DEPTH . 5 l h x. i _ - -ten - mrrFa_` w" i _ _ .� —� *• _._.:_, : 1 1��•rpto�� _ I�I€ L D SECTIONS-- ASTM R 4 F S Q S S A-36 25 v - 1 a S' � 1 -wlu, t I -t 1 : __ _ ,.�_. _ IG 1 LDA / _..... DES N L YE D (3'- WIDE FRONT WALK 2 WIDE FiFAR WALK) 20 PSF - L'�ETA I' L f 4 arvY OTHER a o� f7EPR©DUCTION I SIGN FACES - 2 6 PSF r� 1 1 - AL Y d k L T O P f'" C — �i l { I ` I -. CUBE FTG iAGL ' . COLUMN" LENGTHW X WIDTH ' DEPTH . 5 l h x. "p ! t .x 15 I _ ai2� r ; 20 Tao �� '344: L D SECTIONS-- ASTM R 4 F S Q S S A-36 25 v - 1 a S' � 1 AUTHORIZATION FROM _ R Ivi R & L i�11`IJRE INC. VENTURES N 35 .406 i 10 X 5 X _12 0 469 I _ „ 10 X. 2 50 4_562 55 40"r 11 x51zX1312' 60 _562 65 2 70 .625 15 757.•�� _ 1 m..t 80 16 85 'SO 90 0 95.875 _oa _ 17 1/2 N : NOT FOR: CONSTRUCTION s7 - 1.18_J/2 -. R H T ESI. ED "p Tao �� L D SECTIONS-- ASTM R 4 F S Q S S A-36 t - 1 a S' � 1 AUTHORIZATION FROM _ R Ivi R & L i�11`IJRE INC. VENTURES N -A T A53BQR 2 p�;pE SEC S � A s2 GR O API - e;Lx .T 2 R k ALL STRUCTURAL_R L ST�EL SHALL BE FABRICATED AND ERECTED ACCORDING '70AEST . RISC SP�CIrCATIONSAND STANDARD PRACTICE ..,._ N : NOT FOR: CONSTRUCTION CHECKED AND: CONCRETE MIN. COMPRESSIVE STRENGTH OF F, C. 3000 PSI @28 DAYS ` 50 PCF 4UNLESS M XS L -DESIGN i . , _ - ---•— -- - - - - S E'i�-�a ®ni �l� �r�T ter' P UM t A) (FOOTING BASED ON 2600 PS!CO CR ; N ETE} REGISTERED 5 AND A 305 GRADE � � IN �ING ASTM A.1 0 DEFORMED" E , U.N.O' )PLPLACE f REINFORCING PER AC 3 8•'6 a R I D t� AN s s rAN aRa 1 C S, LAP SPLICES g C S 30 AR DIA M TERS F , ASTM •61 6GRADE 60 DEFORMED (AS RFCUIRFD ) i 'a - < --- ,-- 1^ - LDIN1 RODS S 2 ASTM .33E 70 SERIES LOW HYDROGEN. COMPLY WITH A ME WELDING' SOCIETY STANDARDSL -lt-._ 4 4:� / ._.._....-.•--" - O- -- --- I p - L T 8 1 M OL S 7 /2 D T R N A O F DIAMETER F U. .O. AND AL 4. SH L CDN OR � F. M "O � � ENO i -F•8 ��SkIAL - . � H -Fr P T 4kT L CC3N .A 3 t w . , _ N N W H�Ar-R () �-�k'��Jl Y-� E _ I „ _ 4 4 Y FF+F-Skt f,P KLAN OFi->K'YORKI�J�i Itt-=FEAJd1 }It 3N iREGT10N RFi1F}Fi 7.£) -E3 = U 1N _ l R D R , , LLAT3 - IL - ' T -BE REa +f�E - _ _ A W 1 N U D 36H L P � 4 .. 1'EN�-BO 'iF�- 6R A15 'FU N � Gm RN O , THIr ;. _ P N T , , _ _ db D 1 , E 0 3QF T N 7 U , A R PA&- SN Ca--°F1�H- c u T C NDl�rl -A o I Q Q t,- ARSONFtr. _ DO N T APPLY' ECROU D CUA FM8EDNT FPTHS FQ FOOTINGS T-OLOC TIO S W L_ 0 NOT STAND 11H 'HO'LE tLLN HP l. U S LEFRFYA5THF MENTA _ _ _:. t _ PiLP 0 RT -,_9R. WHERE U_N, C PA_ T D FILL OR ORGANIC C FILL FXI TS. DE SIGNLA_TA , sS OU A S t. PE�,JO 1Ff2 FF C Solt. ALLOWABLE < , D , PRESSURE NAS A,FAGTOR OF 2) L G -c _1�`T R /F1tPER.UBCTABL�2 ._. _8 -. ... u LL WAB !: N , 2 ; , 0 0 1FT FT Y A _ L 0 i S C , .. A G.,.A NDY LAY P ALLOWABLE 300.. /F1' 2/Fr SANDSILTY SAND P L ALE ..400x1 /F'f 5 ND Y GRAPE =_ ---r : I k . T T 1 S *,X ET0FC LMPF TO TT 0 FOOTI N . -QUGH. WN OLU $A D GLAS EIR R A C N�,: N WITH FB REP YF 4 P 11.f . � f`I f, ,Q