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Home My WebLink About066-450-004T-11 -ktv -4- - A, Overhead Door Co., Inc s` 11070 S }sway, Magalia Permit 95$ 7B(new door shop) s� 66-45-4- .y Permit 3026-78B ,(1'st Renewal/door shop) jD, Permit 9, -80B( -2nd. 3r + 4l new^ X33. -77) _ r 66-45-4 `. •Contr: Brimhall: Bldg Co a< +.n.. �83��(aqfdition/ '�6,6`) i ". �u. r" .1 U 1 - A. 1 a � /j J r :1 T-11 -ktv -4- - A, Overhead Door Co., Inc s` 11070 S }sway, Magalia Permit 95$ 7B(new door shop) s� 66-45-4- .y Permit 3026-78B ,(1'st Renewal/door shop) jD, Permit 9, -80B( -2nd. 3r + 4l new^ X33. -77) _ r 66-45-4 `. •Contr: Brimhall: Bldg Co a< +.n.. �83��(aqfdition/ '�6,6`) i ". �u. r" .1 U 1 - A. 1 a � /j J r m lun[03 Lo 11, a Complaint Date �r C( Other Date BUTTE COUNTY COMPLAINT FORM OWNER Addre Compl VIOLA COMPLAINT: r U 2 L� r -2n . B PERMIT HISTORY ON FILE Q NONE ]gj AS FOLLOWS: 2(L SC-ho-:�j 6(/;92MHOU�L FIELD INFORMATION TENANT: Name-" _ Address ;- Description of Violation bLk, CS b�acecY wi-�-. Z��fs� OTHER COMMENTS: Approx. Bldg./MH Size Approx. Bldg./MH Age Under Construction Built By./For-�= Present Owner Q Previous Owner Occupied �;a Has Power a Has Gas Q Has Sanitation Facilities Q Written Notice Given & Attached ' Person Contacted CDw 1��r1 TKl Describe Action Taken: T1d o /,0.5 /v (n �-� z a�J . �%e S� � he l u s i F !� ads n/u7 c? o -Na.. U..�•o w�X �v � f U e -�- s ACTION RECOMMENDED: Information only, file Letter Other_ BY: Day Letter Hold fo v Days DATE COMPLAINANT ADDRESS: PHONE NUMBER: OTHER CO M4ENTS : 0 COUNTY OF'BUTTE - DEPARTMENT OF PUBLIC WORKS •— - 7 County`:,enter`6rive - Orovilbe, California 95965- Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT/NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWN R _ TELEPHONE wi---5619 S0. FT. OCC. BUILDING VALUATION O N '((S��yyMAIMING ADDRESS ^ p �/ j \J� i l� ryY' rr CONIP CTOR'S AM TELEPHONE CONT ACTOR'S ING AD .rjESS l j r-1peq L4A 0Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT O ENGINEER LICENSE No. � Plan Checking Fee $ SSW Penalty $ ARCHITECT OR ENGINEER'S MAILING D R SS s Z Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME ARCEL MAP IT Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUC, UR WA_ (( E$ ? ! SF [IDuplex❑ Mobilehome❑ Other 9PECI�FJY Building sewer 5.00 Mobile Home S FG7W 10.00 e TYPE OF WORK New ❑ Addition Q Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: O(/CP._ EA -0 YWZ_ 030UPPAU&I/s Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ACDNS. ( AGC. BLDGS. 1 2/20sgft 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.(��ZI_4 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 NON -CONSTRESID, (R (/ SINGLE OUTLET CIRPOWER APPARATUS &' . Ex. Occup(o TS DR FIXTURES BAL®30 BAL@30 FIXED EX. OCCUp. OUTLETS (RESID )REA.) 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 FiIingFee 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�0 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 liabil'ties, judgments, costs, and expenses which may in any way accrue against aid County in equen of the ranting of this permit. Date Gtr --/ C%.o�� ig�notureof Ap . ant - 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 $ ^ OCCuP. GROUP I T E OF CONST. PARC L P ND ISS E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY 4 PJWMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date_«- ��//� Receipt No. C) r) !21 Y WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF E 7 COUNTY CEN OWNER Proposed Building Ude/ Permit Fee Based Upon: _ Building Inspector `. ?hk 3UTTE i- DEPARTMENT OF FUE3L-IC WORKS - BUILDING DIVISION TER DR�VE - OROVIL'LL, CALIFORNIA -95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET i ` n I ('\ Permit No. Complete C (Explain) A. P. No. (2 Price t/ DPW Valuation Date � -- / (r,— 2 � At time of permit application, I was advise 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. . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. Statement of Intent for Non -Heated and AC Buildings. Z9^8�3 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . �1O�Sanitation approval from Health De t.�� Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to ownerE]) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . Pre-Inspec. request to . 17. Pre -Inspection for Required. Building Ins (Date) Other `7/1,�� 'lp ((e s I 5 During the plan checking process, the following data must be submitted prior to permit issuance: y1 (For required items not checked _ abo lication, circle item.)j] 1. Index permit for above Items No 2. Additional items required: When you .issue the permit, process as follows: Mai tner. _ t Telephone7;:,t and hold for pickup atl� off ice. Mail to contractor. _Deliver w/inspector. (Contractor, Designe ,Ow was advised of above required :ja' yti Telephone Mail Other By Date c t. &3 Plans checked by - Plans aDDroved by Date e aft 4 no Date Copy—DPW W n WC,%ZT aA p kS Got, T too S1.1ou1 �� 1oa IST. FKIS'T�C'�, DoT p�pe1 C1� f o0�1 �J eco ccs' SLE g yes E �IF. To: Building Department From: Environmental Health Subject: .Sanitation Clearance Owner I D -)(D SizqLk)A l Co (o—`4S Oq Location . AP## Plans approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final Clearance O.K. for: Water`Supply. Clearance for bedroom mobile home. Other / t Clearance for addition of el x Sul S �cc�f (t (A 1� �CI ani tar an Date �.`Z. Page 1 MULTIPLE FAMILY ANDfCOMMERCIAL PLAN>�CHECKING GUIDE ® � ` VaPf �0�� C9 �t�Q Bldg. Permit # OWNER , A. P. # A. GENERAL Zoning requirements (sideyards, arkin special conditions). „�'`' Valuation. 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. See previous permits and plans in file for expired permits, change of use, etc. B. OCCUPANCY REQUIREMENTS 1. Building use 3)0109.- V" COAT. , s9ap Occupancy Class 4 Type of Constr. %/ Building floor area ;3 O%$i4 lovw 13c."3sq. ft. Occupant Load 4. Total allowable floor area sq.ft. Basic allowable floor area sq.ft. Basis for increase Additions, alterations, and repairs exceeding 50% -(Sec. 104). 6 Compliance with occupancy group requirements (Chapters 5-13). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). ]� Maximum height requirements (Sec. 507). 1 Attic separations (Sec. 3025). Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems (Chapter 38); Fire alarm systems (Sec. 809 & 909). Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). • Health Dept. Plan Review -(a) Restaurant Act; (b) Commercial Pool. Smoke detection system. 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). Toilet room floors and walls (Sec. 1711). hysically handicapped (Sec. 1711 & Table 33A). .6/ Guardrails (Sec. 1716). jam Detailed types of construction requirements'(Chapters 17-22). Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). 9<. -Roof drainage (Sec. 3207). 190.�' Skylights (Chapters 34 & 52). Stages and platforms (Chapter 39).' Interior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). 71-_.',Glass Wall and ceiling coverings (Chapter 47). and glazing (Chapter 54). Human Impact (Sec. 5406). Building Materials - Check: Grade, Species, Allowable Stresses, Ext. or Int. -- Example: (Glu -lam Beams w/ certif. 24F ext.grade). Page 2 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. RS EXITS AND OCCUPANT LOADS f . General Exit Requirements (Sec. -3301) (Post occ. load, etc.). Number of exits, width and locations (Sec. 3302). Doors (Sec. 3303). Corridors and exterior exit balconies (Sec. 3304). S� Stairways, rise & run, width, winders, and construction (Sec. 3305). .�., Horizontal exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). Exit signs and illumination (Sec. 3312). Aisles & seating (Sec. 3313). Exits for occupancy groups A-E.(Sec. 3315-3319). E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details.' Energy design, calcs, and necessary details (State law). jVeneer (Chapter 30). Chimneys and fireplaces (Chapter 37). Engineered plans if required. astics (Chapter 52) . Excavation and grading (Chapter 70). 7: Continuous or Special Inspection (Sec. 305). Factory or other certification. Soils or compaction data. ]� Noise regulations. ] Footing reinf. Min. Two #4 bars (cont.). 12. 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. I NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS %Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, X1/}( 6 !, N , owner.of the,building to be constructed as a (please print) d�x ou s z under 4 3 at �,;;1 �6 s60, (bldg.permit no.) (location) �, 9S-9 , hereby certify that I do not intend to heat or cool this building in such a manner as to be subject.to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will -be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in -the future, that I will be subject to the energy -requirements in effect at that time for that specific occupancy. I also understand that if I become subject;to the energy requirements in the future, it may be necessary to redesign and/or.alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that*any of -the above changes will require me to obtain the. necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner Mailing Address Telephone No. pr2.:F— 9Q 90 e - v Liu Ilk . � r"'. -tom` .r • �„a ". r -> A. J. OVERHEAD D0OR,inc. 384 CIRCLMOOD -- 1VE • PARADISE, CA 9569d" PH. (916) 877-5639 DATE 8 June 1983 Cuck'er' ANALYSIS NUMBER 4916-25U-42 y dgwc ®YIlO1fIG SV STHTS ANALYSIS AND DESIGN OPEN- WEB RIGID FRAME LEAR SIEGLER, INC,, - ! CUCKLER DIVISION -- PONTICELLO, IOWA PREPARED FOR: , BRIMHALL'BLDG CO INC CHICO CA JOB NUMBER T-31503 CONTENTS PAGE 1 PAGE i LOGIC OF COMPUTER ANALYSIS 2 TKRU. 4 FRAME SPECIFICATIONS 5 COMPUTER ANALYSIS SUMMARY SHEETS WORK POINT DIMENSIONS 6 FRAME MEMBER STRESSES FOR EACH LOADING T MEMBER DESIGN -STRESSES FOR COMBINED LOADING g= FRAME MEMBER DESIGN SUMMARY 9 THRU114 PURLINS DESIGN 15:' GIRT DESIGN ENDWALL CALCULATIONS LL tUTTE COUNTY BRACING CALCULATIONS 18 COVERING UILDINC PA PT�lENT ANCHOR BOLT PLAN 20 ERECTION DRAWING APPROVED I CERTIFY THAT THE FOLLOWING COMPUTER ANALYSIS SUMMARY SHEETS ARE THE SPECIFIC RESULTS OF A. COMPUTER ANALYSIS PROGRAM DEVELOPED. FOR OPEN. WEB RIGID FRAMES AND BASED ON VIRTUAL WORK -CONCEPTS. ALL COMPUTER. PROGRAMMING; INPUT DATA, PROGRAM OPERATION AND OUTPUT DATA HAVE BEEN REVIEWED AND*Vll,�FOR CORRECT OPERATION. THE FRAME MEMBERS AND CONNECTIONS HAVE BEEN Dso/ ERLY WITHSTAND ALL STRESSES AS SET FORTH ON THE COMPUTER ANALYSI ,6RY°s�L O o .0 o° Philip c larr(n nn � 000®000000° t 9TF DF C 71q • ANALYSIS NO. ��l6-ZSG(,-NZ' 265 SERIES FOR UPLIFT DESIGN BASED ON: 1980 AISC SPECIFICATIONS A36 STEEL A325 BOLTS A307 ANCHOR BOLTS ANCHOR BOLTS AND BASE PLATE Stiff %4 OUTSIDE HAUNCH CONNECTION = 0 H C INSIDE HAUNCH CONNECTION = I H C :) L'V S L/ PAGE NO. 9 Horizontal Force = 5-3)3 k Vertical Force = /Z. Z so k ZA-9 k For Anchor Bolts, Use 2 - 3/4"0 Allowable Shear = 2 (4.42) = 8.84k >S.313 k: For Base Plate, Use 5-1/2" x 3/8" x 0'-7" Allowable Bearing = (5.5)(3.875)(1.05) = 22.3k > IZ.ZS(a k' Allowable Uplift - AISC Page 4-88, b = 1-3/8" = (1.84)(3.5) a 6.44k ' S.10 k Maximum Tension = I7,?wo k Maximum Comp. = 9.i7o k Use 1"0 A325 Bolt Allowable Tension in D.S. = 33.0k Use 3-1/2" x 3/4" Tongue Net Area = 2.375 (.75). = 1.78" Allowable Tension _=_(1:78)(22.0)::•=-39.2k Compression Not Critical BUTTE COUNTY BUILDING DEPARTME�i' Maximum Tension = /2.06YA P P R O V E D Maximum Comp. = X9.7&8 k^, Use 2 -"'5/8" 0 A325 Bolts Allowable Tension = 2 (13.5) = 27.0k k .-A Use 1/2" Clampi.ng.T , AISC Page 4-88, b = 15/16" Allowable Tension-;; 4.8 (4). - 19.2k k APING .k Compression Not Critical ANALYSIS NO. q9/(9-25u_qz 265 SERIES PAGE N0. lo. of TOP RIDGE CONNECTION = T R C, Maximum Tension = 5.577 k Maximum Comp. a8.,.mq k - + Use- 2 - 1/2"0 A325 Bolts Allowable Tension = 2(8.64) = 17.28k Compression Not Critical BOTTOM RIDGE CONNECTION = B R C, Maximum Tension = Q-3.4co( k Maximum Comp. = Lt. 331S k Use (3) 5/8"O A325 Bolts Allowable Tension = (3)(13.5).= 40.5k Use 5/8" Clamping F .,. AISG.-Page-4-88 , : b - = -1-1/8 `ts , Allowable-Tension =`(6.25)(5):=`31.25k 4011 CLAMPING HAUNCH DIAGONAL, MEMBER # 2S ,. 7L( Maximum Tension = 15.536 k Maximum Comp. = 3o. os6 k �1-1/2"x3/4" Bar Use .1-1/2 x 3/4 Bar & 5 x 1/4 PL,,,� A=2.37 i L = 22 _ _ 42 FA,_= .19..03k R 53 �511xt/411 Allow.Com . on 2 bars & 2 = 2.(2.37)'(19.03)=90..2k Allow tension on 2 bars & 2 P =2 (2 06)(22 01= 90 8h., RIDGE_VERTICAL,�t�MBE.R # by s I - Maximum Tension = i.$Zo ! k Maximum Comp.. .= 1•yuS-- k Tension and Compression Not Critical By Comparison With Haunch, BUTTE COUNTY BUILDING DEPARTMENT, ;APPROVED �9 ANALYSIS NO. 4916 -250 -42 -13 -PAGE 11 OUTSIDE CHORD - MEMBER 1 TO 7 MEMBER SC TO 55 FY =42.0 2L' S 2-1/2 X 2 X 3/16 % OS FAC. = 0..954 GR. A = 1.617 RX = 0.793 RY = 1.073 RZ = 0.427 mEm_.__7- LOAD. -1 AT -=-_.34..8------. _ - MT = _22..3 MEM 7 LOAD 3 MC = -18.1 LX = 22.00 LX/RX = 27.74 FA 22.2 AC = -36.0 - LZ = 22.00 LZ/RZ = 51.49 FA = 20.0 AC _ -32.3. IINSIDE CHORD. MEMBER 8 TO 13 MEMBER 57 TO 62 42.-02L'_.S--2-1-/.-2_.X )_=_l!2_X._3/_1.4-H.I_C__5--X._-.6- 7 RED. A = 3.378 GR. A = 3.378 RX 0.700 RY = 1..579 MEM 8 LOAD 3 AT = 85.1 MT = 21.5 MESS- 13 _ ------LOAD -_--1.. _-. ----____-. __ . ___-- -._ MC = -34.9 LX =.22.28 LX/RX = 31.83 FA = 22.9 AC = -77.3 LY =135.70 LY/RY = 85.92 FA = 16.2 AC = -54.7 COLUMN WES MM3ER 14 TO 24 FY =36.0 MEMBER 63 TO 73 _iE.1-_-14.___6.3 _BAR. 3/4..IN . ROUNDAREA = 0.44 LENGTH 13.98 L/RX = 74.55 LD 3 MC = -0.9 AC = -7..0 LD 3 MT 0.5 AT = 9.7 MEM 15 64 BAR 3/4 IN ROUND AREA = 0.44 LENGTH = 13.98 L/RX = 74.55 ' L_D_3__MC = -0._3^AC-- =7_.Qo_--LD 4--- MT._=_..0..5.__ AT MEM 16 65 BAR 3/4 IN ROUND: AREA ---- = 0_..x•4_.-- L£NGTH _ =- 16.0 9 _. L/RX _= .86.3.E.._..- _., ....-. - LD 4 MC = -0.9 AC = -6.5 LD 3 MT = 0.6 AT -- 9.7 ME -M 1.7_ 66_ -OAR.-_3/..4._ IN.-.R.OUND AREA = 0.44 LENGTH = 16.19 L/RX 86.33 LD 3 MC = -0.4 AC = -6.5 LD 4 MT = 0.7 AT = 9.7 18 67 BAR 3/4 IN ROUND AREA = 0.44 LENGTH = 18.87 L/RX =100.62 1...-l-- A C«3...7-LD'3--M-T. �0-. 7 A_T= 9� 7 19 68 BAR 3/4 IN ROUND AREA=_0.4.4 -LENGTH .=._.1.8.87-_,.L/.R X_=.1.00_..6.2 LD 3 MC = -0.5 AC = -5.7 LD 4 MT = 0.8 AT BUTTE COUNT �� i�� ; ►�, Dr -P RTMENT A?PROVE iANALYSIS NO. 4916-25U-42 COLUMN -WEB -(CONT.) 13 -PAGE 12 MEM 20 69 BAR 3/4 IN ROUND AREA 0..._64 __LENuTN=--21.84_URX _=116.50 LD 4 MC = -1.2 AC = -4.3 LD 3 MT = 0.8 AT =�9.7 ME14-21-7-0 $AR-3/_4-IN_R0UND-.---- RI_D.GE_ -_ RY_=. 1.073.- RZ.._=_._0.427 MEM. 26 LOAD AREA = AREA 0.44 LENGTH = 21.84 L/RX _116.50 MEM. 79 LOAD 1 LD 3 MC = -0.6 AC = -4.8 LD 4 MT = 1.0. AT = 9.7 4 E 22 71 BAR 3/4 IN ROUND ~' LY = 48.00 LY/RY = 44.74 FA = 20.7 AREA = 0.44 LENGTH = 25.01 L/RX =133.40 12.41 AG, _ 4--A _. - 3.•_t_ -L D-3Tl�i = o.,B-A T = 9.� LZ/RZ =130.83 FA = 8.7 AC = MEM 23 72 BAR 3/4 IN ROUND' Z = 55-._4.4.T.E A = .18-. 4 . A C = _ -AREA-=--0.44 -,--.LEN GT. f---= _25..01-..._L/RX.-=l 33°40-------___-_----.._._ __...--------.---. _ LD 3 MC = -0.7 AC = -3.7 LD 4 MT = 1.1 AT = 9.7 MEM 2_4_-73__ SAR_.3!-_.4.._..i.N-RD.U.ND f . :..-�-- AREA = 0.44 LENGTH- L�N6TN- 24.76 L/RX =132.04 LD 4 MC = -1.4 AC _ -3.3 LD 3 MT = -0.9 AT = 9.7 _T-0.° CKORD.- MEM3ER-.26_1'0__.30__ _MEMBER__7.5-TO_.--79 FY =42.0 2L'S 2-1/2 X 2 X'3/16 e s kNEL--jiT RI_D.GE_ MEM3.E.RS RY_=. 1.073.- RZ.._=_._0.427 MEM. 26 LOAD 1 AT = 40.8 MT = 23.2 MEM. 79 LOAD 1 MT = 6.4 MC = -26.4 LOAD 1 MC = -28.8. �..X = ~' LY = 48.00 LY/RY = 44.74 FA = 20.7 AC = -33.5 LZ = 46.00 LZ/RZ =107.65 FA = 12.41 AG, _ -20.1- .'-- LZ = 55.92 LZ/RZ =130.83 FA = 8.7 e s kNEL--jiT RI_D.GE_ MEM3.E.RS 3.1 80.-_ --.------� MEM. 80 LOAD 3 AT = 40.8'. MT = 6.4 DIEM. 31 LOAD 1 MC = -28.8. �..X = S 5.9_2-L.X../_R._ 7_0. S 2f A - 1 ? ._8 :: _ A C = -2 8_.�. LY = 6.06 LY/RY = 5.64 FA = 23.8 AC = -38.4 LZ = 55.92 LZ/RZ =130.83 FA = 8.7 AC = -14.1 -.LZ_ = 2.7. 9 6-LZ.LR Z = 55-._4.4.T.E A = .18-. 4 . A C = -29-.7 - SPACERS R£QUIRED,MEMSERS 0 79 _ r -=------------------=oo=====__-____-______________________________-_ BUTTE COUNTY BUILDING D!-P:ARTMENT ANALYSIS NO.. 4916-25U-42 13 -PAGE 13 .30T.T0M.-C403D------.--MEM3ER- .32 TO 37-- - - M E IM 3 -:: R Ql TO -86 FY=42.0 2L4S 2-112 X 2 X 3/16 -6.1 .2S--FJkt.= 0--9.54 -R,Y-,=-1.073,---RZ-=- 0. 427-' MEM 86 LOAD 3 AT = 40.8 MT = 23.8 MEM 32 LOAD 1 -5.8 MC = -19.2 - =- 48464 L -X t R 4 LX -=-4 -F-A----r� 18" 97�A C -=--n3 0.5- LZ=48.64 LZ/RZ =113--84 FA = '11.4 AC = -18.5 LZ = 24.32 LZIRZ = 56.92 FA = 19.4 AC = -31.4 SPACERS REaUIRED MEM3ERS 32 81. 38 87 CHE tK --F-0-R---LATE-RA R A X 3/16 M E M 32 LD -1 MC -19.2 A -C., 0---G-R,A--= 1.430- LY =.74.64 LY/RY = 69.58 FA = 17.9 AC = -28.9 t m -3 y- 5 IMEM 34 LD 31 MC = -6.1 M E M. 35 L D 3 m C = -6.2 -M E M .36 - LD 3 MC = -5.8 LY =144.00 LY/ RY =134.23 FA = 8.3 AC = -13.4 MEM -36 -L -D -L3 -.m C = M E M 37 LD 3 MC = .-4.4 LY =107.71 LY/RY =1000*40 FA = 13.6. AC = -22.0. MEN 4-1----9-D -A.R-3 /-4-1 N..--S-Q... :AREA 0056 LEN'TH = 29.38 135.71 = L/RX =135.71 L/RY L/RZ =135.71u • L -D-1 WILDING 'DEPARTMENT, . ..... . .... . . . . LATERAL SUPPORT AT PURLINS .2 5 BEAM" WEB MEMBER 38 TO 48- MEMBER 87 TO 97 MEM 38 87 2L4 S 2 X 2 X 3/16 A -C., 0---G-R,A--= 1.430- L E-N.G.T_H„=31,0.1-4./R Z.=7,-3 .7.6 LD I MC -15.2 AC = -22.1 LD 3. MT 4.1 AT = 31.5 AREA = 0.56 LENGTH = 29.38 L/RX =135.71 L/RY =135.71. L/RZ =135.71 40-3-ftc -=-3-...3--A-C M E M 40. 89`: 2L' S:'. 2 X .2 3/16 :... -L EN G jtL- LD 1 MC = -11.6 AC = -22.3 LD 3 MT = 3.3 AT = 31.5 MEN 4-1----9-D -A.R-3 /-4-1 N..--S-Q... :AREA 0056 LEN'TH = 29.38 135.71 = L/RX =135.71 L/RY L/RZ =135.71u • L -D-1 WILDING 'DEPARTMENT, . ..... . .... . . . . ANALYSIS NO. 4916-25U-42 .13 -P -AGE 14 .3--- AM --W EE_.( CONT.)_ MEM 42 91 205.1-112.X 1-1/2 X 1/8 --_QS_FAt.=_ 7..DDD.-.G d..�A_- _G..7.]_9_ -LENGTH._.= 24.38:_ L/R7_ _=. 9 ?.20.___r- I LD 1 MC = -8.9 AC. _ -9.4 LD 3 MT = 2.7 AT = 15.3 .( MEM 4.3-92-3AR_3l_4_IN._SQ.__ AREA '= 0.56 LENGTH = 29.38 L/RX =135.71 L/RY =135.71 L/RZ =135.71 _LD_.3._MC_=...... AC MEM 44 93 2L'S 1-1/2 X 1-1/2.X 1/8' :( Q.S_fAC..-_.1...0O.Q_: G.Rs._A = _0...7.1.9 _: _L E N G LH = 29._..3 8__._L./_R7__= 9.9.. 2 A..� LD 1 `MC = ,-6.2 AC = -9.4 LD 3 MT - 2.1 AT = 15.3 :GEM^_4:5___9.4_-__8AR_3/4__IN..__SQ.. AREA = 0.56 LENGTH = 29.38 L/RX =135.71 L/RY =135.71 L/RZ =135.71 D_3_AC MEM 46 95 20S.1-1/2 X 1-1/2 X 1/8 __.. QS .FAC. 1.000 GR. A = 0.719 LENGTH = 29.38 L/RZ. = 99.20 LD 2 MC = -3.6 AC = -9.4 LD 3 MT = 1.5 AT = 15.3 1 .4EM 47 --9b-_-.3.AR_3/4-IN.__SQ..- AREA = 0.56 LENGTH = 29.38 L/RX =135.71 L/RY =135.71 L/RZ =135.71 _4.6_____LD_2 _._.MT = _3.0._AT__..= TZ.4_ MEM 48 97 2L'S.1-1/2 X 1-1/2 X 1/8 3 QS__.FAC.__9...DOOv_GR._A_=_.0..7_19.._-_LENGTH._=-_35..37_-L/,RZ__=_i 21._1.0 LD 2 MC = -3.6 AC = -7.3LD 2 MT = 3.0 AT = 15.8 BUTTE COUNTY I �uE;'k P- r. PUPLIN DESIGN .�� su��o�na ws�ims - 5 LL = 20 WL - 20 8 Z 16 qa, D = 8 in. Iy = 1.55 in.4, Fy = Sxeff. = 1.99 in.3, Sxc = 2.20 in.3, JOB NO. BY DATE FAGS 1S 50 KS I Bay Space = 20 ft. Purlin Spacing = 4'-0" ft. W = (D.L. + L.L.) x Purlin Spacing = ( 2,5 + 20 ) x ( 4':) = 90 -PLF fb = 1.5 WL 2/ Sxeff. =h1.5 C 90 .)( 20 )2/C 1.99 ) 27.14 KSI Iyc Iy/2 = C 1.55 )/2 '_ .775 in..4 _ .With purlins supported every 12" by covering: L2 Sxc/ DIyc = ( 12 )2(2.20 )/( 8 )(.775 ) _ 51.1 • IF. L2 Sxc/D Iyc 0.18 "T 2 ECb/Fy ( 51.1 ) ( 1048- ) THEN Fb = (El.21-.00034(h/t) �f-Fy] .6Fy } D/h �E .GFY; Fb = 27.236 (3:4:2-1)* fb/Fb = 27.14)/(27.236) _ .997. C 1.0 Spacing] - EC 20. x .75 )=2.5][ 4 J = 50 PLF 5l = �W.L.)(Uplift) - Dill Purlin fb =.75(1.5) '►IL2/ Sx eff. _.75(1.5)( 50 )( 20 )2/(1.99 ) = 11.31 KSI With purlins supported every 120" by sag rods: i L2Sxc/ DIyc = ( 120 ) 2C 2.20)/( 8 ) C .775 _ . 5109 ` 0.18 'T( 2 E Cb/Fy = 0.18 7r 2(29,500)(1.75)/(50) = 1834 0.9 `ll- Z E Cb/Fy = 0.9 .'.Tt 2.(29,500) (1.75)/C50) = 9171 IF 0.18 -rr2 E Cb/Fy�L2 Sxc/- D I c <0.9 2E Cb/Fy ( 1834 ) < ( < ( 9171 ) , THEN Fb = (2/3) FY - I(Fy212.7 V 2 E Cb) (L2Sxc/ D Iyc) C3,3-,31* Fb.= (2/3)(50) - [(502 'T/2.7 .. (291500)(1.75 )) ( 5109 )� = 24.05 KSI IF L2 Sxc/ D Iyc ;->0.9 'W 2 E C6/Fy BUTTE COUNTY THEN BUILDING DEPARTM-4NT Fb = 0.3 7f E Cb- (D Iyc/L2 Sxc) - A P P R O 'V -1� • Fb = 0.3 `TY 2 (29,500)C )C ) = KSL fb/Fb < 1.0 (11.31)/(24.05) _ .470 1.0 `REFEREtICES: "COLD-FOPLMEO STEEL OESIGNMANUAL", AMERICAN IRON AND STEEL .INSTITUTE, 193n -DITIOtl, P. 1-20,21. CITATION II -X AND XT JOB NO. _ UL.�cklp-r ..DES 121 i3IRTS BY L 1.1 = 20 BS = 0 DATE C x 14 9a. D = �_ in. ; Sxc = 1.68 in.3; Iy = 0.755. in.4 j2AGE Fy = 50 KSI; Iyc = Iy/2 = 0.3775 in.4; Sxeff = 1.68 in. Wind Load = 20 . PSF: Bay Space = _20 Ft. t = _In. Windward Load - With Girts supported every 12 in. by covering: L2Sxc/D (Iy,.) _ (12)2 ( 1.68)/( 6 )(.3775) = 106.8 0.36 'Tr 2E Cb/Fy = 0.36 V 2(29,500)( 1.0 )/(50) = 2096 1.8 Tr- 2E Cb/Fy = 1.8 '11. 2(29,500)( 1.0 )/(50) 10482 IF L2Sxc/D (Iyc) C .36 Ir 2E Cb/Fy ( 106.8 ) < ( 2096 ) THEN: 11 Fb2=[ 1.21- .00034(D�2t)] .6 Fy} �D2t = 31.5 C .6FY 30.0 Max. Mom. = Sxeff (Fb2 y.75 = ( 1.68 )(30000)/ .75 = 67200 (increased 1/3 for wind) W = M/1.5L? = (67200)/1.5( 20 )2 = 112 PLF Max. Girt Load = W / Wind Load = ( 112 )/( 20 } = 5.6' = 5'-7" Lee,.qard Load Suction W = W.L (Suction Factor)(Girt Load) _ ( 20 )( 0.5 )(5.583) = 55.83 PLF fb = .75(1.5) WL2/Sxeff = (.75)(1.5)(55.83 )( 20 )2/(1.68) = 41 .95 KSI •, With Girts supported every 120 by sao rod L2Sxc/DIyc = ( 120 )2( 1.68)/( 6 )(.3775) = 10681 0.36 'JF 2E Cb/Fy = 0.36 'rr 2(29,500)( 1.75 )/(50) = 3669 1.8 'rr 2E Cb/Fy = 1.8 7r 2(29,500) ( 1.75 )/(50) = 18343 IF 0.36 '7r 2E CUFy G L2Sxc/D Iyc <1.8 7. r. 2E Cb/Fy ( 3669 ) < ( 10681 ) ( 18343 ) , THEN: Fb = 2/3 Fy - EFY2/5.4 art- 2E Cb] "[L2 Sxc/D Iyc' (3.3a)* Fb = (2/3)(50) - [(50)2/5.4 .: *tr 2(29,500)( 1.75) (10681) 23.63 KSI IF Fb _> Fb ; USE Fb2 BUTTE COUNTY 2 22BUILDING DEPARTMENT IF LSxc/D Iyc � 1.8 'W E Cb/Fy � .• ( ) ( ), THEN: APPR®` i9 Fb = 0.6 Ir' 2E. Cb (D Iyc/L2Sxc) 3, a9* - Fb = 0.6 'n- 2 (29,500)( )( ) _ KSI /pf` yG Fb ? Fb2; USE Fb2 fb/Fb<1.0; (14.95)/(23.63) 0:63 X1.0 (3,7,1)* REFERENCES: "COLD FORKED STEEL DESIGN MANUAL", MERICAN IRON & STEEL INSTITUTE 1980 EDITION, P. 1-17,.- 1-23. .� .= n , CITATION II -X AND XT JOB NO, DESIGN- GIRTS• BY _ ��J` ,.•,.�" 1!L = 20# BS = DATE 6 C x -16 ga. D = 6 in.; Sxc = 1.34 in.3; Iy = .583 in. Fy = 50 .KSI; Iyc = Iy/2 = .292 in.4; Sxeff = 1.28 in.3 Wind Load = 20 PSF: Bay Space = 15 Ft. t = 0.06 In. Windward Load - With Girts supported every 12 in. by covering: L2Sxc/D (Iyc) _ (12)2 ( 1.34)/( 6 )( .292) 110.1 0.36 'n- 2E Cb/Fy = 0.36 7r 2(29:,500)(1.0 )/(50) = 2096 1.8 Tr 2E Cb/Fy = 1.8 'n' 2(29,500)( 1.0 )/(50) 10482 IF L2Sxc/D (Iyc) 14 .36 Ir 2E Cb/Fy ( 110.1) < ( 2096 ) THEN: Fb2= cc 1.21- .00034(D�2t) -.f -Fy] .6 Fy) DD2t = 29.828 :S .6Fy Fay I(D,2 Max. Mom. = Sxeff (Fb2)/.75 = ( 1.28)(29.,828)/;75 = 50906 (increased 1/3 for wind) W 11/1.5L2 = (50906)/1.5( 15 )2 = 150.83 TLF Max. Girt Load = W / Wind Load =(150.83)/( 20 ) = 7.54' = 7'-6-1/2" Leeward Load Suction W = W.L (Suction Factor)(Girt Load) _ ( 20 )( .5 )( 7.54) = 75.42 PLF fb = .75(1.5) WL2/Sxeff = (.75)(1.5)(75.42)( 15 )?/( 1.28) = 14.91 KSI With Girts supported every- 90 by sac+ rod L2Sxc/DIyc = ( 90 )2( 1.34 )/( 6 )(.292) = 6195 0.36 7r 2E Cb/Fy = 0.36 'rr 2(29,500) ( 1.75 )/(50) = 3,669 1.8 -rr 2E Cb/Fy = 1.8 7r 2(29,500)( 1.75 )/(50) 18,343 IF 0.36 ?r 2E Cb/Fy G 1_2Sxc/DIyc <1.8 'r 2E Cb/Fy ( 3669 ) < ( 6195 ) ( 18,343) , THEN: Fb = 2/3 Fy - [FY2 /5.4 _ r 2E Cb] [L2 Sxc/D Iyc] (3.3a)* Fb (2/3)(50) - L(50)2/5'.4 rrr 2(29,500)( 1.75)] (6195) = 27.70 KSI IF Fb _> Fb2; USE Fb2 2 IF LSxc/D Iyc > 1.8 'rr 2BUTTE COUNTY E Cb/Fy THEN: BUILDING [DEPARTMENT Fb = 0.6 7r• 2E Cb (D Iyc/L2Sxc) p P R O V 3-a V Fb = 0.6 ?r 2 (29,500).( )( ) _ As r IF Fb ? Fb2; USE Fb2 fb/Fb<1.0; (14:91)/(27.70) _ .538 <1,0 REFERENCES: "COLD FORMED STEEL DESIGN MANUAL", 1980 EDITION, P. 1-17, - 1-23. (3,1.1)* 1) AMERICAN IRON & STEEL INSTITUTE ,.-r-+,.on-<19-�..•�c"% cz-,.,-----.-:.-.r•rL:.::-^�rv�.'ZC'�w'3'^?7?&4:..,...:..-niw'.-'"T'r-Or. _ . _ _ "' _ _.,. _. _ _r..l-_». H'+ _. SUBJECT_____ SO ri I � ______ PAGE 17.1 ----------------------- STEEL END WALL ---------------- /j.;---- I T c H 7 (G4'$/FT TOTAL VERTICAL LOAD ,2 W IND LOAD 2.0PSF 2 I I L� - 86 CrYv) I - I 0 I N i Lx- Imo• i Lx. 210" C2 CZ I i L -- = o -- - 2 BEAM DESIGN BEAM 9 1 CRITICAL MEMBER IS 1 W 8 X 9.48 SX= 7.973 FY= 42.0 CB=1.0 MAX. M.=1.5(d)L(L)=1.5( 364.557)(15.000)(15.000)=. 123038.OIN-LB SX RECD=(.I/FB)= ( 123038.0/ 25200.0)=.4.882< 7.973 BEAM B 2 -CRITICAL MEMEER IS 2 W 10 X 12 : SX= 10.911 FY= 42.0 CB=1.0 MAX. M.=1.5(d)L(L)=1.5( 364.557)(20.000)(20.000)= 218734.2IN—La SVREQ'D=Oi/FB)= ( 218736.2/ 25200.0)= 8.680<10.911 BUTTE COUNTY BUILDING DEPARTMENT. APPROVED L� i' COLUMN DESIGN COLUMN C 1' l PAGE 1-7,-,;'- W -7,-Z W 6 X 7.1 : A= 2.094; RX= 2.515: RY= 0.928; RT= 1.052 i SX= 4.485; C8= 1.0; FY='42.0: D/AF= 8.466 K P= 2734.177 L9S; FA1= P/A= 2.734/ 2.094= 1.30.5 KSI LX/RX=180./ 2.5146= 71.53; LY/RY= 86./0.9278= 92.69: LT/RT= 36./1.0521= 81.74 �FA= 15.123 KSI: FA1lFA= 0.086: FEX= 29.145 KSI 'A= 150.000 PLF; F81= .75(1.5)( 0.150)(15.000)(15.000)/( 40485)= 8.455 KSI FB=( 2/3 - (42.0( 81.741)( 81.741))/1530000(1))42.0=20.296 KSI (1.5-6A). >' ( 1.305/15.123) +-( 8.465/20.296)= 0.503 0.0 (1.6-2) COLUMN .C.. 2.... . W 8 X 9.48 A= 2.792: RX .3.353; RY= 0.923; RT= 1.052 SX= 7.973: C8= 1.0: FY= 42.0: D/AF= 8.467 P= 6379.747 LBS; FA1= P/A= 6.380/ 2.792= 2.285 KSI LX/RX=195./ 3.3528= 58.16; LY/RY= 86./0.9278= 92.69; LT/RT= 86./1.0521= 81.74 FA= 15.123 KSI.;- FA1 /FA= 0.151; FEX= 44.148 KSI BUTTE COUNTY 8UILC!NG° ;3�RT�#��d '� KSI W= 35.0.00.0 PLF: F81= .75(1.5)( 0.350)(16.250)(16.2500)®)/( 7.9 `) F8=( 2/3 - (42.0C 81.741)C 81.741))/1530000(1))42.o --A 2P6PQ V ED1.5-6A) ( 2. -8 15.123) + (.85(13.040)/(1-.2.285/ 44.15)20.296)= 0.727 0.0 (1.6-1A) ( 2.285/25.200) + (13.040/20.296)= 0.733 0.0 (1.6-13) 13 r...cklErEN0 aT.T al.a c I6 Al Al rA2 A2 4 SO g.0�1- 10.0Y3 ROOF BRACING JOB N0. WIND BRACING BY fP 5D x.G(o ` DATE 29 34&j`Y—Z- PA ( PA(3 w 16 WIND LOAD=W= 20 PSF P1=A1(W)(.75)=( 90('Z+ lo.o83)( 12.8)( ZO)(.75)= /.993 K P2=A2(W)(.75)=( ° 29.012)( (Z.S)( 20 )(.75)= /.596 K KIPS IN ROD=(P1)( HYPOT. BASE (1,7Y3) ( 1c�..7 o' ) 00 - KIPS BOLTS USE -tZ°0 MAX. ALLOWABLE SHEAR=( I )( U. IZ )_( N.17- )K >( 2.I/Lt )K RODS USE. -12'� MAX. ALLOWABLE AXIAL LOAD= (.33 Fu)(Area.) (19.1)(.tN, ( 3•-)S )K > ( Z.Iiq )K WALL BRACING xx0A 1 y 1 2� I 20 20 20 N N I 20 I 20 —1 —so —L ZO KIPS IN ROD=(P1)( HYPOT. BASE (1,7Y3) ( 1c�..7 o' ) 00 - KIPS BOLTS USE -tZ°0 MAX. ALLOWABLE SHEAR=( I )( U. IZ )_( N.17- )K >( 2.I/Lt )K RODS USE. -12'� MAX. ALLOWABLE AXIAL LOAD= (.33 Fu)(Area.) (19.1)(.tN, ( 3•-)S )K > ( Z.Iiq )K WALL BRACING KIPS IN ROD=(P1 + P2)( HYPOT. ) BASE, _( 3.39/ )( 7 ) ay.o y,2gWTf gPUNTY BUILDINGr. "TR�N� BOLTS USE -t_ � MAX. ALLOWABLE SHEAR=( 2 8,Z9)K,\,6( -FR ' V E D RODS USE 9-12,0 MAX. ALL0WABLE AXIAL LOAD= ('.33 Fu)(Area) _ (19.1)(.ICIG) (. �I ( r).SO) K > .( LI,23S)K xx0A 1 y 1 2� I 20 20 20 KIPS IN ROD=(P1 + P2)( HYPOT. ) BASE, _( 3.39/ )( 7 ) ay.o y,2gWTf gPUNTY BUILDINGr. "TR�N� BOLTS USE -t_ � MAX. ALLOWABLE SHEAR=( 2 8,Z9)K,\,6( -FR ' V E D RODS USE 9-12,0 MAX. ALL0WABLE AXIAL LOAD= ('.33 Fu)(Area) _ (19.1)(.ICIG) (. �I ( r).SO) K > .( LI,23S)K �J 1. SIPHON BREAK. Special air pocket interrupts capillary action of water & relieves suction forces. 2. DRAIN CHANNEL. Collects and rapidly drains away any water forced through the siphon break by high wind or extreme pressure. 3. DRIP GROOVE. A collection point for any water attempting to follow the underside of the top lap. Water forms into drops which fall into the drain channel. 4. PURLIN BEARING LAP. Bottom sheet is purl in -supported, assuring tight, uniform side lap seal. Technical ®ata 19 COLORSEAL ARCHITECTURAL PANEL A deep -fluted covering with narrow, concave ribs every nine inches that create a shadowy, sculptured effect. 2 1,:2•• 47/8" .21/4" 47!8" COLORSEAL STANDARD PANEL Major ribs every twelve inches, with two minor ribs --all curved for optimum rigidity and a pleasinge OiE COUNTY BUILDING DEP,ARTWNTi' ENGINEERING PROPERTIES APPROVED STANDARD PANEL ARCHITECTURAL PANEL THICKNESS 26 GA. 26 GA. Minimum Yield Stress 50,000 PSI 50,000 PSI 91, 30_000 PSI 30,000 PSI Section Modulus - Simple Span - Continuous .0269 In.3 per ft. .0288 In.3 per ft. .0240 In.3 per ft. .0262 In.3 per ft. Moment of Inertia COLORSEAL ARCHITECTURAL PANEL A deep -fluted covering with narrow, concave ribs every nine inches that create a shadowy, sculptured effect. 2 1,:2•• 47/8" .21/4" 47!8" COLORSEAL STANDARD PANEL Major ribs every twelve inches, with two minor ribs --all curved for optimum rigidity and a pleasinge OiE COUNTY BUILDING DEP,ARTWNTi' ENGINEERING PROPERTIES APPROVED ALLOWABLE UNIFORM TOTAL LOAD (PSF) STANDARD PANEL ARCHITECTURAL PANEL THICKNESS 26 GA. 26 GA. Minimum Yield Stress 50,000 PSI 50,000 PSI Allowable Working Stress 30_000 PSI 30,000 PSI Section Modulus - Simple Span - Continuous .0269 In.3 per ft. .0288 In.3 per ft. .0240 In.3 per ft. .0262 In.3 per ft. Moment of Inertia .0180 In.4 per ft. .0160 In.4 per ft. Resisting Moment - Simple Span - Continuous 807 In. Lbs. 864 In. Lbs. 720 In. Lbs. 786 In. Lbs. ALLOWABLE UNIFORM TOTAL LOAD (PSF) ALLOWABLE UNIFORM WIND LOAD (PSF) STANDARD ROOF PANEL STANDARD WALL PANEL ARCHITECTURAL WALL PANEL 'Span (Ft.) Simple Continuous Span Span Simple Span Continuous Span Simple Span Continuous Span 2.0 134.5 180.0 179.3 240.0 160.0 218.3 3.0 59.8 80.0 79.7 106.7 71.1 97.1 45.0 44.8 60.0 40.0 54.5 28.8 28.7 38.4 25.6 34.9 M4.O33*06 20.0 19.9 26.7 17.7 24.3 14.7 14.6 19.6 13.1 17.9 11.3 15.0 13.7 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. ► ! LEARSIEGLER,INC. YONI9 CUCKLER BUILDING SYSTEMS DIVI FORM NO. CS/M-81 �- J i t, •-PERMIT NO. PERMIT EXPIRES OWNER A — OUB' 1� .�9fl�t CONTR. Bri.mhall Bldg ASSESSOR PARCEL 66-45-4 LOCATION 11070 Skyway, 1952 •3B GA ��TG i Co: Magalia ' :y .c A��J�%/ WAN � �`� V/ ✓�/'� V 4C n z.- -yrs is //P� 1 11, 1 7, r: f 4' Temp. Power Pole n • Called PG&E Temp. Elec. Service ( i Called PG&E h - -' Temp. Gas Service Cal led PG&E P JOB FINALED (Date) Signature ��77\ r c With reference to the above.subject, our records indicate that your Building Permit d- on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for.1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The••renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and .all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning. this matter, please contact the Paradise office. For your convenience, we are enclosing a renewal application form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for -your prompt attention concerning this matter. JFG:aj Attachments: Permit Application Yours very truly, William Cheff Director, of Public Works .F. Glander Chief Building Inspector cc: Buiad:ing— In c °spetor---W Paradise._' Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd/872-2961, Ext. 57 • ti. =;�..,:�- -. 2� • ....: �t a dun . 'OF LAND NATURAL'. WEALTH AND BEAUTY �s - a DEPARTMENT OF PUBLIC WORKS VD 'x,••+' .` + T>z 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534.4541 WILLIAM( .II) CHEFF -. tirector December 18, 1984 Brimhall Bldg, Co. RE: Building Permit No. 1952-83 3895 Ord Ferry Rd. Expire,`d 7-11-84 Chico, CA 95926 .(A.P. No. 66-45-4 ) Owner: A.J. Overhead Door Co. Gentlemen: With reference to the above.subject, our records indicate that your Building Permit d- on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for.1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The••renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and .all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning. this matter, please contact the Paradise office. For your convenience, we are enclosing a renewal application form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for -your prompt attention concerning this matter. JFG:aj Attachments: Permit Application Yours very truly, William Cheff Director, of Public Works .F. Glander Chief Building Inspector cc: Buiad:ing— In c °spetor---W Paradise._' Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd/872-2961, Ext. 57 _ 66 -40 PT SEC. 36 T 23 N. R. 3E. A "SEC 3/ T23 N. -R 4 E M. D. B & M Tax Arse Cod. ,93 _.l8/ f' lal 3o,5v/ i/a 47 atccu.on j £meq CLOVER n M ` L - 00 'LO - •. - C • w - - - •' f h r•�4 r, % ND M N DRI VE.i 7! 75 Ll.12 90 .. -Iz.is_ •. M t �' /moi • - 11 r1 . • /d . 11 •, .. •. ..._.. .ra JO'75 MTI" '4. :l - - _ . .. DOW r _ 411 L ... -s i0 tel, `tl ..J tl. _ts - - ... .„ 1 - - -J 'fir. .��'• ,.i.. i.. .. ._.. _- s' Q AC. �3. _ .. - u � o - to :�• - -- .. wo 42 3 9 ilk Z82. 4 /N lAi/ ME O VON - 0.5 r _ r _ _ ... :� ,. '` •�� - - ' �-`3.'264 _ •. J = OK 0 = Not OK - = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC: (Plans) OK except*s 1, Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -..,,Rails 4. Water; Location -Test -Easement Needed (Sketch) _ 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 k's 1, Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except q's r 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. Waier and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. 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 0 t"y i t"y 1. J = OK 0 = Not OK - = Not Applicable :{� - Not Ready RESIDENTIAL -(Single and Duplex) Date UNDERF R Plans OK except #'S Date FRAMING (Continued) 1.,&tning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2 g., Main; Soils- -Elec. Grnd.- / / ' Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ft ., Porches & cks• Soils -Steel- / /" Ftg. Depth 51. Plywood on Roo( Overhang -Attic Vents -Rafter Outriggers temwalls, Main;Deel-Blockouts-Wrapped-Slab 52. Siding -Nailing -'Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access _ 7. 8. Piers -Fireplace Ftg.-Steel D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. Glazing Area -Glass Protection -Skylights -Plastic 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date y� Card -BI ate - and -BI Date Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Car Date _ ' Date Card -BI Date PLUMBING (Permit) OK except #'s 14. Water Ht.: Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting _ 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels Gas Pipe; Size & Anchors 62. Stairs & Rails _ ___19_. 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper - 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.-R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. -__ _- - 24. 25. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 72. Insulation -Foam -Looked in Attic L] Yes 72. 74. Guard Rails &Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral `Yes El No 75, Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes EJ No - 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish - -- 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - _ 30. Clothes Closet Light -Shower Light - 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. -------------------- Card B-1 ----- _Date_ Card -BI Date ---- 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House Card B -I Date Card -BI Date 82. 83. Glass Protection _ Corrections from Previous Inspections Date _ MECHANICAL (Permit) OK except #'s 31. A.C-.-Ducts: Insulation & Support 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan_ Exhaust above Insulation Condensate Drain _& Overilow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access &Platform if Furnace in Attic Card -BI Card -BI Date -Card-BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s _36. Sills; Proper Material & Anchors_ 37. Walls: Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. _Fire Stops; Furred Ceilings -Stairs -Chases -Tub Comments at Final: 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rfir. Ties-Purlin-Roof Brac.-Truss-Shthnp.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size &Romex Protection -Draft Stop -Ins. Baffles Bdrm. Win_do_ws or Exiting Doors -Sill Hgt. &_Dimensions__ Garage Fire Protection Framing _ (NOTE: Anentrymust be made each time you visit jobsite) GUUNTY OF UU I I L - ULt�AH I MtN I Ut-.rut3LIL; wUHKJ PERMIT .NO. r- 7 County Center Drive- Oroville, California 95965 - Telephone 916/534-4541 - APPLICATION AND PERMIT ASSESSORPARCELNUMBER 66-45-4 ZONING C7_2 BUILDING PERMIT OWN.E:R A.J. Overhead Door Co., Inc. TELEPHONE - SQ.. FT. OCC.. - BUILDING VALUATION '$'t.. kinewal OWNER'S MAILING ADDRESS' 11070 Skyway,Ma alia CONTRACTOR'S NAME- -TELEPHONE Brimhall Bldg Co. 342:95'04 CONTRACTOR'S MAILING ADDRESS 3895 Ord Ferry Rd. Chico Fireplace CONSTRUCTION -LENDER - None UNKNOWN• ,.'Total Valuation" $ Fixing Fee. $ 10.00 LENDER-S'MAI LING ADDRESS .Permit Fe6l(k of Original) $ 55.00' ARCHITECT OR ENGINEER, .A. Thyro . LICENSE ND. P1an.0hecking Fee $ Penalty. $ ARCHITECT *OR ENGINEER'S. MAILING ADDRESS Permtt fee , $ 65.00 BUILDING ADDRESS" 11070 Sk w . ay PLUMBINGPERMIT. Filing Fee. 10.00 Each Trap 2:00 Solar Water Heater 20.00 Magalia Water piping 5.00 LOT NO. SUBDIVISIOPN 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❑ Other Warehouse SPECIFY. Building sewer 5.00 Mobile Home I S' G: W 1 10-00e TYPE OF WORK 1, New❑ Addition[:] Remodel❑ Utilities Installation❑ Other.® Describe work: 1st Renewal of Permit #1952-.83 Permit Fee $ Contractor ELECTRICAL PERMIT' Filing Fee 10:00 600V OR LESS Main service 100 AMP OR LESS 10.00 Main "serviice* EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP,&` OR AD.DNS. \"ACC. BLDGS. / t ' hosgft . . CONTRACTORS LICENSE LAW declare -under penalty of perjury (check One): ❑ I am licensed under. provisions of Chapt. 9, Div. 3 of the Business and 'Professions Code and m 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) El 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 CON5TR. ULTI�OUTLET. 2:50 ea NON.RV 51.D. BRANCH CIRC U ITS NEW CONST R. \POWER APPARATUS.&I NON.RESI"CIR. O zDesoe Ex. Occup(D OR FIXTURES t1AL090 FIXED FIXED ASPENS, OR ' Ex. OCCUp. OUTLETS (RESID.1. 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 $106.00 (valuation) or less. F1I 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 I certify that 1 have read this application and state that the above information is correct. I agree to -comply to all County Ordinances and. State Laws relating to bu•ildi,ng 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 against said County in consequence of the granting of this permit. X Date_ Signature of Applicant'— Owner ❑ Contractor -E] Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition a� canstrucr- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 65.00 occuP. GROUP = TYPE OF CONST. PARCEL PO MO ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which 'DIRECTOR OF PUBLIC By s` PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been .paid. WORKS Date p Receipt No. WMI.TE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT' COUNTY OF BUTTE, DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY 1' wilding has been constructed and completed in accordw-W the requirements of the Uniform Building Code under permit number // for the following: Use Classification Door= Address or Location 1.1070 Skyway, Maf, r r� Group F— occupancy; Type t — construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Work Date June ?.5 T 19Sf} By POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or oc upancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. 1 ino ': � ��,t;.. ;� 4o 741B— 6 w—rra— PERMIT NO �: 95 - PERMIT PERMIT EXPIRES ` OWNER A. $+ overhead Door Co., Inc. CONTR. owner LOCATION (A.P. 66-45-4 11670 Skyway, Magalia Td' k a Temp. Power Pole Called PG&E�,4 Temp. Elec. erv.—� Called G&E Temp. Grr s Serv. Ca led PG&E JO FI, ALED (Date) (Signature) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 1 • , BUILDING, INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms ✓ i Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor i Footin s & —2-T— f Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water PipingJ 7 Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwa l l Insulation Heaters Slab Prov. for ph sically Appliances Carport handica ed p Conformance of ex Gas Piping & Test Footings structure I IT Temp. Gas Slab Final Sanitation Patio FI EPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h a� I. Reinf. Steel Final Fixtures l/ Bond Beam 4 FbqE PRINKLERS Motors 'Framing Test Water Htr. 'Stucco Final Subpanels Mesh ME ANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under round Interior Lath Ventilation Permanent 'Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping M961LEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 9 c�e7L (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DERARTN9ENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT) PER IT NO ASSE SOR PARCEL NUM ER i ZONING ^ w BUILDING PERMIT O WNE M I TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING DRESS !`` - Wl CONT CTOR'S NAME TELEPHONE CONTRACTOR'S AILING ADDRESS CONSTRUCTION LENDER UNKNOWN f-' Fireplace Total Valuatio $ LENDER'S MAILING ADDRESS Permit Fee �. �Q,l� S $ td ARCHIT CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ a BUILDING ADDRESS PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO. SUBDI VISION NAME PARCEL MAP Each qas water heater Or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other � SPE IFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: 3 ZUA u,, 334s -'J7 Permit Fee $ Contractor ELECTRICAL PERMIT ,Main service 610000' OR LESS 100 OROR LESS Filing Fee 3.00 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONS. DWELING O OR ADDNST ( ACCLBLDGS.CCVP.&) 20sgft 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 �Q 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 MULTI -OUTLET 2,50 ea NON.RESID. BRANCH CIRC ITS APPARATUS &) NEW CONSTR (SINGLE NON-RESID. SINGLE OUTLET CIR, 500@25C Ex. Occup(o Ts OR FIXTURES SAL@1 (FIXED Ex. Occup.FIXED TS (REAPPLS. OR (DUTLETS (RESID,) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 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 7A 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 3.00 Heating Cooling Hood 2.00 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. I also agree to save, indemnify and keep harmless the County of Butte against all LiQbilities, judgments, costs, a expenses which may in any way accrue against id C ty cons ue c f the granting of this permit. (�� X Date [n�f ��"Y Q yyyppp Signature o Applicant — Owner l� Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD 59UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IREMOROF PUBLIC BY PERMIT EXPIRES a the applicable provi- resolutions to do fees have been paid. WORKS D Date �J a �� Receipt No. 2,3--V77 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF -BUTTE — DEPARTMENT OF PUBLIC W,RKS 7 County Center Drive - Oroville, California 95965 � Telephone: 534-4541 / APPLICATION AND PERMIT !/ £ d O BUIL ING Owner �/ �' SO. FT. OCC. BUILDING VALUATION G^% Mailing Address a Telephone N .7 d Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee a7, Building AddressQ s' Plan Checking Fee&/or Penalty Permit Fee ,lj d U PLUMBING No. @ FEE It PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 T S = / A. P. o. 7 7 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 prb/s Sertite Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 QIdg. Pla"*-Road I Parcel Approval Pions Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 800V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100 AMP 2.50 GC Q /O Main service OVER s O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONSDWELING OOR ADDNST (ACCLBLOGSCCVP. 51) 22 sq ft i CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RES, T BRANCH CIR T NEW CO ID � BRANCH CIRCUITS 2.50ea NEW CONSTR (POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTI1PES 50@250 BAL@109 FIXED ALNS Ex. Occup. ( OUTLETS P(RES(D )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this Permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X x 11A Dates Land Development Fee $ TOTAL PERMIT FEE $ 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 p DIRECTOR 0 rU LIC WORKS Sign\ture o%Permia or Agent % BY �' Date ' l Receipt No./77J72—Z-; _ �j _ �%' White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant B tiding permit expires Date 6C, / / - COUNTY OF BUTTE — DEPARTMENT OF PUBLIC,WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms ✓ Parapets 1st Floor Main -Bldg'. Restroom Finish 2nd Floor Footings & `' Windows _ 3rd Floor Stemwall.- Siding _ To out Slab Roof Sheathing _ Water Piping_ Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Mesh MECHANICAL Grid. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer a Final Final MOBILEHOME UTILITIES - - - - - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE 4 REMARKS OR CORRECTIONS ` (NOTE: An :ntry mu be made on this iorni each th - you visit the job site.) J.. L COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT auuwncc rrrNresentauves of the t,ounty of t3une to enter upon the above-mentioned property for inspion purposes. O x Date 3z �L Signa re of Pe/`r'AN-gen- /, Agent P/ Qp�/�O Receipt No. /V� () X60924 Wh This permit is hereby issued under the applicable provri(dwof—`— the Butte County Code and/or resolutions to do work indpa�'7 .— above for which fees have bee paid. / ' / DIRECTOR UBLIC WORKS By Date q-7-7-7? BI�d/ing'permit expires Date (4-17-7 E BUILDING Owner SQ. FT. OCC. BUILDING VALUATION IL( 00 10 Mailing Address ' Telephq72one Fireplace Contractor Total Valuation Mailing Address ' Permit Fee /® Ian Checking Fee -Penalty Telephone Telephone No. Permit Fee $ (oZ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 //070 S i�, V&J /Q- Each Trap 1.50 �'� Repair drainage or vent piping 1.50 Water piping 1.50 Zoning VerMca tollonfil Each gas water heater or vent 1.50 A. P. No. �6 ^ S� Z I Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeEkJ W.C. Sa ' o Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans ParcelIm Declaration Parcel Ma P 60' R/W f ents Lawn sprinkler system 2.00 Parcel Approval Ions Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 8011 oR LESS 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others OVR 600V EAMP OR LESS 25.00 Main service 100E Main service EA. ADD'L 100 AMP 1.00 1 NEW OR ADDNS. ( ACCLBLDGS.DWELINGCCUP. &) 22 sq ft NEW CONSTR. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea • NEW CONSTR. (POWER APPARATUS .&) NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business& Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BAL@1 FIXED ALN Ex. Occup. ( OUTLETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 KI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. (�► I certify that in the performance of the work for which this —Npermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby <i n TOTAL PERMIT FEE $ auuwncc rrrNresentauves of the t,ounty of t3une to enter upon the above-mentioned property for inspion purposes. O x Date 3z �L Signa re of Pe/`r'AN-gen- /, Agent P/ Qp�/�O Receipt No. /V� () X60924 Wh This permit is hereby issued under the applicable provri(dwof—`— the Butte County Code and/or resolutions to do work indpa�'7 .— above for which fees have bee paid. / ' / DIRECTOR UBLIC WORKS By Date q-7-7-7? BI�d/ing'permit expires Date (4-17-7 E COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 53474541 APPLICATION AND PERMIT ,33G� - 77 ,AUL//y BUILDING Owner okityL,otow0 0a, SQ. FT. OCC. BUILDING VALUATION Mailing Address 13 31t,19 L4T--Iff� .04-- /b+ 1+19 (s- , Q T l /h� Nr�o3 /p • Fireplace Contractor 0 UJ ty oZ Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building AddressPLUMBING No. @ FEE PERMIT FILING FEE $3.00 '- .1/070 t,/ Each Trap 1.50 — Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. (p — �% — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F f�� 1 Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg.-P+w,,* r-tr Parcel Approval Plans Approval Permit Fee $ Q $ SS� NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 01 01 L Main service 100 AMP ORSLESS • 5.00 _ 7' S4 Main service EA. ADD'L too AMP 2.50 ff Main service OVER s O 25.00 100 AMP OR LESS Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD•L too AMP 1.00 NEW OR ADDNS. ( ACCLBLDGS LING OCOUP. &) 22 sq ft NEW CONSTR. MUL.TI.OUTLET NON.RESID. ( BRANCH CIRCUITS) 2.50ea -� NEW CONSTR. (POWER APPARATUS .&) NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) G295IC09 FIXED APP LNS. OR Ex. Occup. (OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ / $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. j� I certify that in the performance of the work for which this y�`permit is issued_ I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation — Hood 2.00 Permit Fee $ — $ L — J 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 ab e -mentioned property for i spection purposes. 0above X , TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated for which fees have been paid. DI C OR OF PUBLIC WORKS Date Signa re of Pe mit r Agent � (0 -0/-VF%_ By _ Date 12 2 Receipt No. Ci4-0 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant lui'lding permit expires Date // OO CLic � MULTIPLE FAMILY AND COMMERC IAI- PLAN CHECKING GUIDE Bldg. Permit # , /P_ - %7 OWNER Otom".Lea -3 / �_` '� A.P. # 'g;�6 - li A. GENERAL .-ir-.—Zoning requirements (sideyards, parking, special conditions') - Valuation. Signature by R.C.E. or Architect (if required). Calculations. Improvements anda.d, na�' vS—Complete plot plan with dimensions, easements, other buildings, and other pertinent data.. B. OCCUPANCY REQUIREMENTS 1. Building use S%4oV> 2. Type of construction M/J 3. Building floor area ��Z00 sq.ft. 4. Total allowable floor area sq.ft. Basic allowable floor area 4 /,o sq.ft. Bemis for increase != Occupancy Class Fire Zone 3 Occupant load :11Z -5�: Additions, alterations, and repairs exceeding 50% (Sec. 104).x y" ..Q?�-Compiiance with occupancy group requirements (Chapters 5-13). --I "- Occupancy separations (Sec. 503)." Area separations (Sec. 505) )� —9-' Firewalls due to location on property (Sec. .504).A -4-0- Maximum height requirements (Sec. 507).'' .74-, Attic separations (Sec. 3205)X, ,'<; Ventilation and special hazards requirements (Chapters 6-13).' Fire extinguishing systems (Chapter 38).X ,1-41 'Mechanical code requirements. .1�5 Restaurant Act requirements.X -=6 Smoke detection system. t�1 a�C�. S�OWIa C. TYPES OF CONSTRUCTION REQUIREMENTS -Fire retardant roof coverings (Sec. 1704):x Parapet walls (Sec. 1709).AToilet room floors and walls (Sec. 1711), v 'u-47." Physically handicapped (Sec. 1711 & Table.33A). -6r- Guardrails (Sec. 1716).X - -677 Detailed types of construction requirements (Chapters 18-22).- t 8-22).fitProper roof pitch for roof covering (Chapter 32)." --8--- Attic access and ventilation (Sec. 3204).x Roof drainage (Sec. 3207). 10.. Skylights (Chapter 34). -k'r- Stages and platforms (Chapter 39).X —Interior wall and ceiling finish (Chapter 42) . NoAiV_ zee o+T. Fire resistive requirements (Chapter 43)..X_ Wall and ceiling coverings (Chapter-47).t�o�►t� S.I�oW�► Glass and glazing (Chapter 54).x Human Impact (Sec. 5406). YHIJL L r✓ MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. STAIRS EXITS AND OCCUPANT LOADS .. ber of exits, width and locations (Seca 3302) ..�- Doors (Sec. 3303).V –,3,-. Corridors and exterior exit. balconies (Sec. 3304)." 7F. ''Stairways, rise & run, width, winders, and.construction .(Sec. 3305).k �-- Horizontal exit (Sec. 330.7)."'- 6-- Exit and smokeproof enclosures (Sec. 3308 &.3309).X --7— Exit signs and illumination (Sec. 3312). -2-w–'Exits for occupancy groups A-E (Sec. 3315-3319). E. EZINEERING REGULATIONS DESIGN UALITY MATERIALS AND DETAILED RE U IREMENTS 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. N O �L-- Energy design, calcs, and necessary details(State law). --13--Veneer (Chapter 30)?' 'Chimneys and fireplaces (Chapter 37) x Engineered plans if required'. —. Plastics (Chapter 52). <6 ---Excavation and grading (Chapter 70) - not adopted. \ .7. Continuous or Special Inspection (Sec. 305). ��S C �c. L -Vt ) o--87 Factory or other certification. CJuc..a Ow�S, 9-r—Soils or compaction data. ? r• '• ., �� Q � �. I �_� _ rvc��ur�*' ��a��c � �� , ' �1 .�¢,✓.S�.A-N� � `a0 Vit mai-��-,-r��3•_ f . �o ' � . �`. LJ f. • i , � � - ., I . . *..F A. .._ { _ ' I � � ;. r` _ -. � _ f' 1 � � , �. I , �. :; -,.. .. S'LCuckler BUILDIPIG SYSTEMS DATE I MAR 4 1977 Vcu I r ANALYSIS NUMBER f 1 ® BUILDING oroToma >� ANALYSIS AND DS96N PAGE 1 O LEAR - SIEGLER, INC. CUCKLER DIVSION MONTICELLO, IOWA PREPARED FOR: BRIMHALL BLDG. CO INC. DURHAM,, CALIFORNIA JOB"NUMBER-70779 J CONTENTS LOGIC OF COMPUTER ANALYSIS PAGE 2 THRU 4 FRAME SPECIFICATIONS COMPUTER ANALYSIS SUMMARY SHEETS WORK POINT DIMENSIONS y FRAME MEMBER STRESSES FOR EACH LOADING 7 MEMBER DESIGN STRESSES FOR COMBINED LOADING g: FRAME MEMBER DESIGN SUMMARY 9 THRU• PURLINS DESIGN f� GIRT DES I GV ENDWALL CALCULATIONS BRACING CALCULATIONS CROSS SECTION ANCHOR BOLT PLAN ERECTION DRAWING I CERTIFY THAT THE FOLLOWING COMPUTER ANALYSIS SUMMARY SHEETS ARE THE SPECIFIC" RESULTS OF A COMPUTER ANALYSIS PROGRAM DEVELOPED -FOR OPEN.WEB RIGID FRAMES AND BASED ON VIRTUAL WORK CONCEPTS. ALL COMPUTER PROGRAMMING, INPUT DATA, PROGRAM OPERATION AND OUTPUT DATA HAVE BEEN REVIEWED AND VERIFIED FOR CORRECT OPERATION. THE FRAME MEMBERS AND CONNECTIONS HAVE BEEN DESIGNED TO PERLY WITHSTAND ALL STRESSES AS SET FORTH ON THE COMPUTER ANALYSIS SUMN ;,, [� YO 11 I O 0. o IIL HMO _ KUUM t o ° s � 0 0 CIVIL° ' �9TF OF °C A�\�� LEAR SIEGLER, INC DIVISION DATE MAR ' 4 1911 , 1. INTRODUCTION ANALYSIS NUMBER a?/ 2 - a 7C. LOGIC OF COMPUTER ANALYSIS PAGE 2 THE STRUCTURE TO BE ANALYZED IS INDETERMINATE TO THE FIRST DEGREE, AND IS SYMMETRIC ABOUT A VERTICAL AXIS THRU THE CENTERLINE. THE STATICALLY DETERMINATE PRIMARY STRUCTURE USED IS SHOWN BELOW. FRAME MEMBER STRESSES THAT ARE COMPUTED FOR THE PRIMARY STRUCTURE ARE CORRECTED FOR STATICAL INDETERMINACY. 2. PRIMARY STRUCTURE AND DEFINITIONS 3. nj = NUMBER OF JOINTS IN PRIMARY STRUCTURE. nb = NUMBER OF BARS IN PRIMARY STRUCTURE. x1, y11' = CORDINATES OF JOINTS. K = LOADING CONDITION INDEX. Li, Ai = LENGTH AND AREA OF BAR. Hjk, V'k = JOINT LOADS ON JOINT 1 DUE TO THE (STH LOADING CONDITION. (POSITIVE DIRECTIONS SHOWN.) Fik = FORCE IN BAR i OF PRIMARY STRUCTURE DUE TO (STH LOADING CONDITION. Gik = FORCE IN BAR i OF THE ACTUAL STRUCTURE DUE TO hTH LOADING CONDITION. Cik = INDETERMINATE HORIZONTAL THRUST. LOADING 1 LOADING 2 LOADING 3 LOADING 4 LOADING 1 FULL SPAN DEAD LOAD .. LOADING 2 FULL SPAN LIVE LOAD LOADING 3 HALF SPAN LIVE LOAD LOADING 4 WIND LOAD FROM LEFT THE ABOVE UNIFORM LOADS ARE RESOLVED TO POINT LOADS AND APPLIED TO THE PROPER JOINTS. STRESSES ARE TABULATED FOR EACH LOADING CONDITION ON EVERY BAR. MAXIMUM STRESS COMBINATIONS ARE ALSO TABULATED. LEAR SIEGLER, INC./ CUCKLER DIVISION., i DATE AJAR 41977 4. COMPUTATION OF BAR STRESSES ANALYSIS NUMBER �� q �a - -7 G PAGE 3 THE COMPUTATION OF BAR FORCES, IN THE DETERMINATE STRUCTURE, DUE TO THE APPLIED JOINT LOADS CAN BE PERFORMED BY THE METHOD OF JOINTS. THE FIGURE BELOW SHOWS A TYPICAL JOINT j, THE APPLIED LOADS Hj, AND Vj, THE TWO BARS it AND i2 FOR WHICH THE FORCES Fil AND Fi2 ARE TO BE COMPUTED, AND THE TWO JOINTS j.1 AND j2 AT THE FAR ENDS OF BARS it AND i2. THE LAYOUT OF THE FRAMES IS SUCH THAT THE FOUR SUBSCRIPTS il, i2, jl, j2, CAN ALWAYS BE DETERMINED FROM JOINT NUMBER j: BAR•JOINT jl Si 1 O<i l Cl 1'^ Fit Fi2 JOINT j Vj Cl = COSO(il C2 = COSoC i2 JOINT -2 BAR j2.--'�/ 1�S2 CC22 llo(i2 S1 = SING it S2 = SINOU2 THE EQUILIBRIUM EQUATIONS FOR JOINT j ARE: Hj+C1 Fil +C2 Fi2 =0 Vj + Sl Fil + S2 Fj2 = 0 SOLVE FOR BAR FORCES AS FOLLOWS: Cl _ S2 Fil = H1 VTV1 Fi2 = Vi � Hj S1 - Cl S2 C2 - S2 Cl THE JOINTS ARE ANALYZED IN A SEQUENCE WHICH PERMITS THE USE OF THE ABOVE PROCEDURE FOR ALL JOINTS, SINCE Hj AND Vj ARE UPDATED TO CONTAIN THE STRESS CONTRIBUTIONS OF ALL PREVIOUSLY DETERMINED BARS. ELABORATE BOOKKEEPING PROCEEDURES ARE REQUIRED TO PERMIT THE ACCUMULATION OF EACH INDIVIDUAL BAR STRESS FOR EACH CONDITION OF LOADING. 5. SUMMARY THE FOLLOWING COMPUTER ANALYSIS SUMMARY SHEETS ARE ATTACHED FOR YOUR CONVENIENCE IN CHECKING OR COMPARING BAR STRESSES. THE REPETITION OF INPUT INFORMATION HAS BEEN PURPOSELY PROGRAMMED TO ASSURE THAT THE COMPUTER PRINTOUT INFORMATION IS.FOR THE SPECIFIC FRAME REQUESTED. y LEAR STEGLER, INC/ -, CUCKLER DIVISION DATE LIAR 4 1977 - - ANALYSIS NUMBER .3 9/2 -2 7G PAGE 4 6. APPLICATION OF VIRTUAL WORK METHOD THE FIRST LOADING CONDITION, (K = 1), IS A UNIT HORIZONTAL LOAD APPLIED AT JOINT 1. THE CORRESPONDING BAR FORCES Fil CAN BE COMPUTED BY THE METHOD GIVEN IN PARAGRAPH 4. THE HORIZONTAL DISPLACEMENT IS GIVEN BY THE METHOD OF "VIRTUAL WORK." Fi 1 Fi 1 • Li H111 =l I _ '� �/ - E i = 1 Q i O s THE SECOND LOADING CONDITION, (K = 2) IS THE UNIFORM VERTICAL LOAD RESOLVED TO THE JOINTS OF THE TOP FRAME MEMBER. BECAUSE OF THE CHOICE OF THE PRIMARY STRUCTURE, THE BAR FORCES Fi2 CAN BE USED -TO COMPUTE THE HORIZONTAL DISPLACEMENT Q 2 . �blll bldl . 13 i nb pk= p2= 1 Fi 2. ' Fi 1 ' Lc- E = 1 Ai THE INDETERMINATE HORIZONTAL THRUST (C12) IS OBTAINED FROM AN EQUATION OF CONSISTENT DISPLACEMENTS. Le�2+C12 S= 0 0 C12 = -Q 2s THEN, BY SUPERPOSITION THE BAR FORCES IN THE ACTUAL STRUCTURE (G12) ARE OBTAINED AS: G.L2 = Fj2 + .C12 • Fil = Fi2-�2 F,i,l i = nb Fi 1 Fi 1 • Li H111 =l I _ '� �/ - E i = 1 Q i O s THE SECOND LOADING CONDITION, (K = 2) IS THE UNIFORM VERTICAL LOAD RESOLVED TO THE JOINTS OF THE TOP FRAME MEMBER. BECAUSE OF THE CHOICE OF THE PRIMARY STRUCTURE, THE BAR FORCES Fi2 CAN BE USED -TO COMPUTE THE HORIZONTAL DISPLACEMENT Q 2 . �blll bldl . 13 i nb pk= p2= 1 Fi 2. ' Fi 1 ' Lc- E = 1 Ai THE INDETERMINATE HORIZONTAL THRUST (C12) IS OBTAINED FROM AN EQUATION OF CONSISTENT DISPLACEMENTS. Le�2+C12 S= 0 0 C12 = -Q 2s THEN, BY SUPERPOSITION THE BAR FORCES IN THE ACTUAL STRUCTURE (G12) ARE OBTAINED AS: G.L2 = Fj2 + .C12 • Fil = Fi2-�2 F,i,l J CUCKLER STEEL SPAN COMPANY DATE P-2 M4V 9%2 1. GENERAL DESCRIPTION 2. LOADINGS ANALYSIS NUMBER 39/9 - 2~7 C PAGE 5 FRAME SPECIFICATIONS /'_10 PANEL POINTS = n DEPTH = 'z0 BAY SPACE= SPAN= 39%O E '- I _ J. PURLIN SPACE = Ll PITCH = 2/12 DEAD LOAD = PSF x 20 FT - 100 PLF L I VE LOAD = C3 PSF x 2 0 FT 600 PLF TOTAL VERTICAL LOAD = 700 PLF WIND LOAD, HORIZONTAL= 20 PSF x 1-0 FT = 400 PLF WIND LOAD, UPLIFT= (.75) 20 PSF x 20 FT = 3000 PLF (OPTIONAL) 3. FRAME MEMBER IDENTIFICATION NUMBERS ;r . ANALYSIS NO. 3912-27C 05/19/72 PAGE 6 i WORK POINT DIMENSIONS RF FRAME SERIES 265 U -LOADING ...... -- - .. FT. IN. SPAN -_ - 39. 0.00000. ...-- _.----....... _.. - ..._..... - HEIGHT 12. i 0.00000 1 FRAME DEPTH 26.00000 PITCH 2.00000/F00T. _.. - . _..:_...._..._ . _.- . PANEL PT SPACING 4. 0.00000 PURLIN SPACING 4. 0.00000 S =HALF SPAN 19. 6.00000 s OC=COLUMN OUTSIDE CHORD 11. 4.00000 IC=COLUMN INSIDE CHORD 9. 8.37215 TC=BEAM TOP CHORD 19. 9.22775 BC=BEAM BOTTOM CHORD 17. 6.86911 R =RISE 3. 2.99998 H =CLEAR HEIGHT_. _ .9. 5.97469 ODD PURLIN SPACE 3. 9.22775 DV=DEPTH VERTICAL 26.35864 ANGLE NO. DEGREES _ 0. _.._ 9.46231 1 11.65032' 2 49.73116 -- 3 -- -- 118.61853- _ __- --- - _ ..._�...----- _ ._._.-------- _ 4 130.26886 5 99.46232 .. _..... 6 . .._.._..... 80. 53768- __._.. 7 101.65032 DEAD- LOAD =, - 5.00 _ PSF. _----_,.,__ __- -__..--" LIVE LOAD = 30.00 PSF TVL=(DL+LL) X BAY SPACE= 35.00 X 20.00 = 700.00 WIND LOAD = 20.00 PSF THL=WL X BAY SPACE= 20.00 X 20.00 = 400.00 UPLIFT FACTOR = 0.75 U -LOADING ...... -- - .. ANALYSIS NO. 3912-27C 05/19/72 COLUMN LOADING CONSIDERED -1- DEAD LOAD -6- -7- -2.773 -2- FULL SPAN LIVE LOAD -2.916 -3- HALF SPAN LIVE LOAD (LOADED SIDE) -47 HALF SPAN LIVE LOAD (UNLOADED SIDE) -5- WIND LOAD FROM SIDE (LOADED SIDE) -6- WIND LOAD FROM SIDE (UNLOADED SIDE) -7- WIND LOAD UPLIFT 4.238 FRAME MEMBER STRESS IN KIPS MEMBER. -1- -2- HA -0.924 -5._547 VA -1.948 -11.6.93 IHC -3.909 -23.457 OHC 1.974 11.847 TRC -3.577 -21.465 BRC 2.653 15.918 OUTSIDE CHORD 1 2.390 14.343 2 2.390 14.343 3 2.390 14.343 4 2.390 14.343 5 2.390 14.343 6 2.390 14.343 INSIDE CHORD 7 -4.437 -26.627 8 -4.437 -26.627 9 -4.437 -26.627 10 -4.437 -26.627 11 -4.43'7 -26.627 COLUMN WEB 12 0.000 0.000 13 0.000 0.000 14 -0.000 -0.000 15 0.000 0.000 16 -0.000 -0.000 17 0.000 0.000 18 -0.000 -0.000 19 0.000 0.000 20 -0.000 -0.000 21 -3.345 -20.072 TOP CHORD 22 2.587 15.526 23 -0.235 -1.410 24 -2.122 -12.733 2'13 -3.244 -19.466 26 -3.615 -21.690 _BOTTOM CHORD 27 -2.067 -12.404 28 0.267 1.602 29 1.836 11.019 30 2.641 15.846 PAGE 7 -3- -4- -5- -6- -7- -2.773 -2.773 _3.770 -1.986 2.766 -8.776 -2.916 1.169 -1.169 5.846 -11.728 -11.728 7.854 -8.398 11.698 4.137 7.710 -6.846 6.222 -5.910 -10.732 -10.732 0.975 0.975 10.983 7.959 7.959 -2.961 -2.961 -7.242 4.238 10.104 -16.530 8.155 -7.138 4.238 10.104 -15.848 8.155 -7.138 4.238 10.104 -13.959 8.155 -7.138 4.238 10.104 -12.153 8.155 -7.138 4.238 10.104 -10.312 8.155 -7.138 4.238 10.104 -9.112 8.155 -7.138 -13.313 -13.313 18.096 -9.534 13.279 -13.313 -13.313 16.656 -9.534 13.279 -13.313 -13.313 14.736 -9.534 13.279 13.313 -13.313 12.816 -9.534 13.279 -13.313 -13.313 10.896 -9.534 13.279 0.000 0.000 -0.936 0.000 0.000 0.000 0.000 0.803 0.000 -0.000 -0.000 -0.000 -1.561 -0.000 0.000 0.000 0.000 0.962 0.000 -0.000` -0.000 -0.000 -1.808 -0.000 0.000 0.000 0.000 1.307 0.000 -0.000 -0.000 -0.000 -2.122 -0.000 0.000 0.000 0.000 1.661 0.000 -0.000 -0.000 -0.000 -2.286 -0.000 0.000 -7.009 -13.062 11.600 -10.543 10.014 5.422 10.104 -9.817 8.155 -7.646 -6.494 5.083 -7.363 6.440 0.953 -13.058 0.324 -4.964 4.815 6.684 -15.032 -40434 -2.479 3.190 10.056 -12.497 -9.192 0.096 1.565 11.105 -1.726 -10.678 7.797 -9.405 6.192 7.522 -5.919 5.180 -7.779 -0.717 12.180 -1.160 2.479 -6.154 -5.269 12.248 3.598 -0.307 -4.529 -7.462 P f - -ANALYSIS r N0. 3912-27C 05/19/72 PAGE 7A MEMBER _._.._1__.. -2- -3- -4- -5- -6- -7- 31 2.700 16.200 8.131 8.069 -3.002 -3.002 -7.373 BEAM WEB 32 -2.333 -14.002 -10.419 -3.583 1.906 -1.223 6.979 j 33 1.665 9.991 6.596 3.394 -1.866 1.159 -4.929 34 -1.665 -9.991- -6.596 -3.394 1.866 -1.159 4.929 35 1.119 6.717 3.322 3.394 -1.927 1.159 -3.246 36 -1.119 -6.717 -3.322 -3.394 1.927 -1.159 3.246 37 0.573 3.443 0.048 3.394 -1.987 1.159 -1.564 38 -0.573 -3.443 -0.048 -3.394 1.987 -1.159 1.564 39 0.044 0.268 -3.126 3.394 -2.046 1.159 0.067 40 -0.042 _ 2.946 -3.199. - ..1.928 -1.092 -0.063 _ 41 0.443 ,-0.252 2.663 1.336 1.326 -0.493 -0.493 -1.212 ANALYSIS NO. 3912-27C 05/19/72 PAGE 8 (X-) LOADING COMBINATION USED (1) DEAD LOAD(1)+LIVE LOAD(2) (2) DEAD LOAD(1)+LIVE LOAD(3) (3) DEAD LOAD(1)+LIVE LOAD(4) (4) (DEAD LOAD(1)+UPLIFT(7)+WIND LOAD(5))*0.75 (5) (DEAD LOAD(1)+UPLIFT(7)+WIND LOAD(6))*0.75 _ MEMBER•DESIGN STRESS (KIPS) . MAXIMUM STRESS COMBINATION AREA MEMBER (X) TENS (X) COMP SQ IN HA 4 4.209 1 -6.471 VA 4 3.800 1 -13.642 IHC 4 11.732 1 -27.366 OHC 1 13.821 4 -8.087 TRC 4 6.285 1 -25.043 BRC 1 18.571 4 -5.663 OUTSIDE CHORD 1 1 16.733 4 -15..958 1.617- 2 1 16.733 4 -15.447 1.617 3 1 16.733 4 -14.030 1.617 4 1 16.733 4 -12.676 1.617 5 1 16.733 4 -11.295 1.617 6 1 16.733 4 -10.394 1.617 INSIDE CHORD 7 4 20.203 1 -31.065 2.617_ 8 4 19.123 1 -31.065 2.617 9 4 17.683 1 -31.065 2.617 _ 10, 4 16.243 1 -31.005 2.617 11 4 14.803 1 -31.065 2.617 COLUMN WEB .,..12 0 0.000 4 -0.702 0.442 _ 13 4 0.602 0 0.000 0.442 14 0 0.000 4 -1.170 0.442 _ 15 4 0.721 0 0.000 0.442 16 0 0.000 4 -1.356 0.442 17 4 0.980 0 0.000 0.442 18 0 0.000 4 -1.591 0.442 19 4 1.246 0 0.000 0.442 20 0 0.000 4 -1.714 0.442 21 4 13.701 1 -23.417 4.740 TOP CHORD _.... 22 1 18.114 4 -11.157 1.617 _-• ____ 23 _ 5 5.369 2 -6.729- 1.617 24 5 7.033 2 -15.180 1.617 25 5 7.501 1 -22.710 .1.617 26 5 6.791__ 1 -25.305 1.617 BOTTOM CHORD 27 4 8.941 1 -14.472 1.617 28 2 7.789 5 -6.172 1.617 29 2 14.017 5 -7.190 1.617 30 1 18.487 5 -7.012 1.617 18.900 4 -5.756 1.617 s ` ANALYSIS NO*' 3912-27C 05/19/72 | ^ PAGE QA ' MAXIMUM STRESS COMBINATION AREA ' | MEMBER (X) TENS (X) COMP SQ IN � BEAM WEB ' 32 4 4^913 l -16.336 1°429 33 l 11.656 4 -3°847 0°562 ' 34 4 3°847 I -11 .656 1.429 _ 35 l 7°837 4 -3°040 0°562 � 36 4 3°040 l -7°837 0°718 | 37 1 4°017 4 _2°233 � 0°582_ 38 4 2°233 1 -4.017 0°718 39 3 3.439 2 -3°081 0°562 4O'' 3 . 2°904 _ 3 -3°241 0.718 41 l 3°107 4 -0°946 1°.640 ` , ` / ----'----'---------------'------�--'--�- -------,-�--- �-�---�' ------ --- --- ---'-- - / . / � -` . � � ANALYSIS NO. 3912- 29c 265 SERIES FOR UPLIFT DESIGN BASED ON:___ 1763 AISC SPECIFICATIONS A30 STEEL A325 BOLTS A7 ANCHOR BOLTS ANCHOR BOLTS AND BASE. PLATE " Stiff SHEET NO. OF Horizontal Force = (o. -T k Vertical Force = /3,7 k 3g k I For Anchor Bolts, Use�2 —3/4,10 Allowable Shear = 2 (4.42) = 8.84k > s k / For Base Plate Use U) — R S" x 3/8 1 1 x o' -7" Allowable Bearing = 112;1�m r., (5.5)(3.875)(•750) = 16.ok > 13.'7 k F-1 Allowable Uplift - AISC Page 4-67, e _ (1.85)(4.25). = 7.85k> ,3. g k4 7" .� OUTSIDE HAUNCH CONNECTION = 0 H C. Maximum Tension = 13.13 k Maximum Comp. = S•1 Use 1"_A325 Bolt_ Allowable Tension in D.S. = 34.56k Use 3-1/2" —x3/ Ton Sue Net Area = 2.375 (.75) = 1.78 " Allowable Tension = (1.78)(22.0) =:39.2k Compression Not Critical INSIDE HAUNCH CONNECTION = I H C, Maximum Tension = 11 7 k Maximum Comp. = Z7 y k .At ALTS. ✓PtNG FL Use 2 - 5/8"0 A325 Bolts Allowable Tension = 2 (12.27) 24.54k > #17 k Use 1/2"Clamping- , AISC Page 4-67, e = 3/4" Allowable Tension = 4.89 (4) = 19.5k 11.r7 k. Compression Not Critical , ANALYSIS NO. ��^�/��~��'J�� 26 ^ SERIES SHEET NO. 110 ' 0| �/� TOP RIDGE CONNECTION T R C^ Maximum Tension = ��'�� k �- Maximum Comp. =Z-6'_0 k / ' Use 4 A325 Bolts' k ' , A41owabla Tension .85\ 31°5 >��.�� Compression Not Critical ' ' BOTTOM RIDGE CONNECTIONk Maximum Tension = !�8.<� � Maximum Comp. = |',7' k � ' Use—Q) � = �6Qlk^~ 'Allowable Tension__ (3).(12027) . / ' ' U * AI3C Page 4-67, e c 7/8/� Allowable Tension � (6./0\ �5� = ��.�� ^�l��<�w ' ',^ � L� ' ZC-LAMF"wG --�-----'-- -------------' i HAUNCH DIAGONAL, MEMBER # 21 , Maximum Tension' 1.3.7 h . Maximum Comp. .= ��l4 m ` �-- 1-l/2/'xx/�'/ Bar.* | ~ . — � ^ o,se / / A^37o" L -R = 22 42, FA =2 � Allnw.Comp. on Bars &2 R^ = 3(2,�7)/lg,U�1= 9U�~ ,~= k > �k�SAllow.Tension on 2 Bars & Z PL= 2(2.06)(22.0)= 908 /Z3�[''74 *' q (i ` RIDGE -VMBER #141^ Maximum Tension = 3.1 k Maximum Comp, �.o k ' \ 5/8n1r8ar � ] � 5x]. -l/4// PL ' Tension and Compression Not Critical By Comparison With Haunch ^ ' . ` ANALYSIS NO. 3912-27C 05/19/72 PAGE 11 .OUTSIDE CHORD MEMBER 1 TO 6 FY =36.0 2 ANGLES 2-1/2 X 2 X 3/16 RED. A = 1.570 GF. A = 1.617 RX = 0.749 RY = 1.085 RZ = 0.421 MEM 6 LOAD 1 AT = 30.4 MT = 16.7 MEM 1 LOAD 4 . MC = -15.4 LX = 22.00 LX/RX = 29.35 FA = 19.9 AC = -31.3 LY = 86.00 LY/RY = 79.21 FA = 15.4 AC = -24.2. LZ = 22.00 LZ/RZ = 52.17 FA = 18.1 AC = -28.5 INSIDE CHORD MEMBER 7 TO 11 FY =36.0 2 ANGLES 2-1/2 X 2 X 5/16 RED. A = 2.617 GR. A = 2.617 RX = 0.775 RY = 1.101 RZ = 0.421 MEM 7 LOAD 4 AT = 57.5 MT = 20.2 MEM 9 LOAD 1 MC = -31.0 LX = 22.53 LX/RX = 29.04 FA = 20.0 AC = -520- LY =105.21 LY/RY = 95.49 FA = 13.5 AC = -35.4 LZ = 22.53 LZ/RZ = 53.44 FA = 18.0 AC = -47.2 COLUMN WEB' MEMBER 12 TO 20 FY =36.0 MEM 12 3/4 IN. ROUND AREA = 0.44 LENGTH = 8.24 L/RX = 43.99 LD 4 MC = -0.7 AC = -8.3 LD 0 MT = 0.0 AT = 9.7 MEM 13 3/4 IN. ROUND AREA = 0.44 LENGTH = 13.26 L/RX = 76.76 LD 0 MC =. 0.0 AC.= -7.2 LD 4 MT = 0.6 AT = 9.7 MEM 14 3/4 IN. ROUND _ AREA = 0.44 LENGTH = 16.12- L/RX = 86.00 LD 4 MC = -1.1 AC = -6.4 LD 0 MT = 0.0 AT = 9.7 ...... MEM_ 15 3/4 IN. ROUND AREA = 0.44 LENGTH = 16.12 L/RX = 86.00 LO 0 MC = 0.0 AC = -6.4 LD 4 MT = 0.7 AT = 9.7 MEM 16 3/4 IN. ROUND AREA = 0.44 LENGTH = 19.90 L/RX =106.17 LD -.4 -..MC = -1.3 AC = -5.3 LD 0 MT = 0.0, AT = 9.7 MEM 17 3/4 IN. ROUND AREA = 0.46 LENGTH = 19.90 L/RX =106.17 LD 0 MC = 0.0 AC = -5.3 LD 4 MT = 0.9 AT = 9.7 ANALYSIS NO. 3912-27C 05/19/72 PAGE 12 t COLUMN -WEB (CONT.) MEMBER 22 TO 26 MEM 18 3/4 IN. ROUND 2 ANGLES FY =36.0 ; 2 ANGLES .. AREA = 0.44 LENGTH = 24.18 L/RX =128.98 A = 1.570 LD 4 MC = -1.5 AC = -3.9 LD 0 MT = 0.0 AT = 9.7 MEM 19 3/4 IN. ROUND AT = 35..5... .. MT =_ 18.1 AREA = 0.44 LENGTH = 24.18 L/RX =128.98 MC = LO 0. MC = 0.0 AC = -3.9..- LD 4 MT =. 1.2 AT _ - -9_.7 MEM 20 3/4 IN. ROUND LY = 48.00 LY/RY = 44.21 j AREA = 0.44 LENGTH,= 24.75 L/RX =132.03 _..._._ ...._ __. _.__.. :..__.._.._.... _ i LO 4 MC = -1.7 AC = -3.7 LD 0 MT = 0.0 AT = 9.7 TOP CHORD MEMBER 27 TO MEMBER 22 TO 26 FY=36.0 2 ANGLES FY =36.0 ; 2 ANGLES .. 2-1/2..X. 2 X 3 / 16.- RX = 0.749 RED. A = 1.570 GR. A = 1.617 - LOAD._..1.. RX = 0.749 RY = .1.085 RZ = 0.421 MEM. 22 ._ . LOAD ,1 . __. AT = 35..5... .. MT =_ 18.1 MEM. 26 LOAD 1 16.6 AC MC = -25.3 LX'= 46.00 LX/RX = 61.38 FA = 17.2 AC = -27.1 LY = 48.00 LY/RY = 44.21 FA ._._._ .18..8 - _. _ AC = -29.5.- .-.------_......____._...:.__._... . _ LZ = 46.00 LZ/RZ =109.09 FA = 11.7 AC = -18.5 LZ = 23.00 LZ/RZ = 54.54 FA =. 17.9 AC = -28.1 SPACERS REQUIRED MEMBERS 25 26 BOTTOM CHORD MEMBER 27 TO 31 FY=36.0 2 ANGLES 2-1/2 X 2 X. 3/16 RED. A = 1.570 GR. A = 1.617 RX = 0.749 RZ = 0.421 MEM 31. - LOAD._..1.. AT = 35..5 MT - MEM 27 ----- LOAD 1 MC = -14.4 LX = 50.64 LX/RX = 67.58 FA = 16.6 AC = -26.1 LZ .= 50.64 _ LZ/RZ =120.11 FA =_... 10.2 AC =... -16.1 CHECK FOR LATERAL BRACING MEM 27 LD 1 MC 14.4 MEM 28 LD 5 MC = -6.1 _._LY = _ 74.64 „ LY/RY = 68075. FA 16.5 AC. - 26.0 _.. _ANALYSIS NO. 3912-27C 05/19/72 PAGE 13 CHECK FOR LATERAL BRACING (CONT.) MEM 28 LD 5 MC = -6.1 MEM 29 LD 5 MC = -7.1 MEM 30 LD 5 MC = -7.0 LY = 96.00 LY/RY = 88.43 FA = 14.3 AC = -22.5 MEM 30 LD 5 MC = -7.0 MEM 31 LD 4 MC =, -5.7. LY = 82.05 LY/RY = 75.58 FA = 15.8 AC = -24.8 LATERAL SUPPORT AT PURLINS 2 4 BEAM WEB MEMBER 32 TO 40 FY =36.0 MEM 32 2 ANGLES 2 X 2 X 3/16 RED. A = 1.429 GR. A = 1.429w LENGTH = 31.01 L/RZ = 78.75 LD 1 MC = -16.3 AC = -22.1 LD 4 MT = 4.9 AT = 31.4 MEM 33 3/4 IN. SQ. BAR AREA = 0.56 LENGTH = 29.38 L/RX =135.70 L/RY =135.70 L/RZ =135.70 LD 4 MC = -3.8 AC -4.5 LD 1 MT = 11.6 AT = 12.3 MEM 34 2 ANGLES 2 X.2 X 3/_1_6. RED. A = 1.429 GR. A = 1.429 LENGTH = 29.38 L/RZ = 74.61 LD 1 MC = -11.6 AC = -22.7 LD 4 MT = 3.8 AT = 31.4 .....MEM 35 3/4 IN. SQ. BAR AREA = 0.56 LENGTH = 29.38 L/RX =135.70 L/RY =135.70 L/RZ =135.70 LD 4 MC = -3.0 AC = -4.5 LD 1 MT = 7.8 AT = 12.3 MEM 36 2 ANGLES 1-1/2 X 1-1/2 X.1/8 _..__.,. RED. A = 0.718 GR. A = 0.718 LENGTH = 29.38 L/RZ = 99.19 LD 1 MC = -7.8 AC = -9.4 LD 4 MT = 3.0 AT = 15.8 MEM .37 3/4 IN. SQ. BAR' AREA = 0.56 LENGTH = 29.38 L/RX =135.70 L/RY =135.70 L/RZ =135.70 _4 MC =_ -2.2 AC = -4.5 LD 1. .MT 4.0 AT = 12.3 „ _. i • ANALYSIS N0. 3912-27C 05/19/72 PAGE 14 ' BEAM WEB (CONT.) A .; MEM 38 2 ANGLES 1-1/2 X 1-1/2 X 1/8 RED. A = 0.718 GR. A = 0.718 LENGTH = 29.38 L/RZ = 99.19 LD 1 MC = -4..0 AC = -9.4 LD 4 MT = 2.2 AT = 15.8 MEM 39 3/4 IN. S9. BAR AREA = 0.56 LENGTH = 29.38 L/RX =135.70 L/RY =135.70 L/RZ =135.70 LD 2 MC = -3.0 AC = -4.5 LO 3 MT = 3.4 AT = 12.3 MEM 40 2 ANGLES 1-1/2 X 1-1/2 X 1/8 RED. A = 0.718 GR. A = 0.718 LENGTH = 27.69 L/RZ 93.49 LD 3 MC = -3.2 AC = -9.9 LD 2 MT = 2.9 AT = 15.8 c 1 i } i ,3 I r • li � s. 0 t s Purl a:,F And Glrts JOB NO. @� Citation II BY DATE DFSIGN PURLINS Use 8"Z x 14 Gage Purlins 4' - 0" O.C.;.L a 20' - 011; Sx = 2.62 in3 DEAD LOAD .= 2.5 PSF LIVE LOAD = 30.0 PSF. 32.5 PSF x.4-1 - 0" = 130 PLF ! MMT = 1.5 WL2 = 1.5(130)(20)2 = 78,000 in -lb Sx REQ'D = M/fb = 78,000/30,000 = 2.60 in3 < 2.62 id i .. i DESIG14 GIRTS WIND LOAD = 20 PSF 2.,i1n akgc TTQr Orr X 14 SAGE ; 7. 2n' - Ou ; Sx- 1.65 in 3 i ALLOW LOAD W = Sx fb / 1.5 L2 (.75) = 1.65( 30,000)/l .5(20)2( .75) = 110 PLF MX. LOAD Olt GIRT = W/W .L . = 110/20 5.5' = 5' - _6'► FNDWALL RAYS 15'0" OR LESS USE 6" C x 16 GAGE Sx = 1 .26 in3 ' ALLOW LOAD W Sx fb / 1 .5.12 ( .75) = 1.2600,000/1-505)2 (.75) 149 PLF MAX. LOAD ON GIRT = WAd.L. = 149/20 = 7.46' = 7' S" 1 " GIRT SPACING LItriITED TO 612" DUE TO STRE14GTH OF COLOR SEAL COVERING 3 I { L�GA1�str� nu��CINO eYHT 011 L1 40 x 12 ENDWALL _ JOB NO. CITATION II -X BY 3#L.T.': _ I DATE _ 350 lb./ft TOTAL VERTICAL LOAD t 2/12 PITCH 20 PSF WIND LOAD L91-6" 201-0" 9'-6n 1J.- DESIGN BEAMS Beam B1 Use.W 8 x 10, Sx = 7.80 in. 3, M = 1 .5 WL2 = (1 .5)(350)(9.5)2 = 7,381 Sx = M/fb = 47,381/22,000.= 2.15.<7.8o in.3 O.K. Beam B2 Use W 10 x 11 -5,' Sx = 10.5.in.3 M7 1.5 WL2 = (1.5)(350)(20)2 = 210,000 Sx = M/fb = 210,000/22,000 = .9.55C10.5 in.3: O.K. DESIGN COLUMNS Use W 6 x 8.5, A = 2.51 in. Sx = 5.08 in.3 rx = 2.43 in., ry = 0.889 in., rt = 1.04 in*:, Fy = 36 KSI, Cb = 1.0, d/Af =:7.63 z P =.(350)(14.75) = 5,162; fa = PA = 5,162/2.51 = 2.06 KSI 3 Lx/rx =.155/2'.43 = 63:79; Ly/ry = 86/0.889 =.96.74; ..L/rt 86/1.04 = 82.69 Fa = 13.35 KSI; F'e. = 36.46 KSI R W =(20)(14.75) _ 295.0 lb./ft.; ...fb = (1.5)(0.75)(295.0)(12.92)2/5.08 10.9k1 KSI Fb '= 1'2, 000(1' )/(86) (7.63) 18.28 'KSI*' .. 0 .5't--- 7 ) ' 2 Fb = . �2/3 - (36)( 82.69) /1 , 530, 000(1 , [6� = 18.21 KSI (1.5. fa/Fa 2.06/1-3-35.= 0.1543 c 0:154- + (0.85)(10'.91 1''' 2.06/36.46)(18.28) = 0.69 <1 :.0 ... ., � 1..: 6. - 1.a )...• } 2:06/22.0 + 10.91%18.28 = ,0.69 <1.0 t (.1.6'-:1b) • �' - ••+•-�--• �* ` '•'9 •S•r+c :7 "� �p rt{e�7j ..p� �i�s' ., Y - h� r t • ... -�, � " _t :.. mid.$ y=� _t ,y♦ 4' t � � � 'p� r�. - � } • . , ` ^ � � T•�i '-i'�Fiy.�.•t•�*.., «.•f �., ; tic :jyr 5•� .1 yj -� ri�;• - • - .k r S "E'C ., � ..-t. '�' �W �- .3.0 � + �.X�'" �i-�'*; � 7 !<4• tiiY - r .•ri.�+' s..,* d.•� `, 16".�-`' 'err i�f � � �_,, s ... O i+l.. Sew+ _w•.r+ � <:.•L ;•e9++� .. _... � ... _ — - - - . � - �. . � � «_ - . Wk 'Fite taki.k. 1. wtAlde•" •� ��— %' /C'/ \(F i/� A set c o from t►� % g 1�Ow1 �� X•- ? �' / property lines and a b K1 K. S �} setback fromthe road j 1�'tbM centerlin .'� : •r a shall be clear of structures or N `=�. { r �' yr , Al for a 2 ft. env o p+nent except e {aVt K 9i' �U •�t x �, �`; u; 2',, k # �A//� ( r BUTTE COUNTY WyY =Y i• 1T l+X •~1 x #tw 1 y � � ar - ' ; . BUILDING DEPARTmrk4i iv APPROVED f : � r .. r � ^S i t� 3• � µ ZAa' � i�' W - ♦ _ �.- �i 'tea , /, � � • '� s� `, P,rovide'/s",�x,10':,anehorb�olts��,,? -' �, �; *�•'� J�,t �b,F�.� .� �''�'�� ,•�:�: �S✓^}�' - ♦ S., , P ',X - ' r .r,♦ wr ti, - ;� + -� +1 1 / �l© ��' /"t J • f ! f y" w`+ �"^� C.A 7"Z ,- - �C =6. Q�Cmax ;and `within V. F ALL -SITE IMP OVEMENTS TO BE ]2�yof joints:~�,"� xr�� l%Ek-'':�� ,E ;. r'��,�>/ �,-, AS PER D.P. . RE UIREME /� G �• r�-•� � / /� {� 4. NTS. "F . '" •.� ` .�:,r-> �. �° `•-', '�zti.'�T� "e: / f ,� 1 s`-� 4.3 UI �:,PI'/'G 'j, ANa 1 tkOAQ To Ittmkila fZR_ 4,W,LNt � - : i'• `, �< :-AR . �^ I ' f !. , r - • .;^. i:i'c.::: , ,fir.-": • �` i t Ott atvi��r r / 1 J � x L. • •its T�r�1TRAae to This set of plans and specifications MUST be p O CG .. ` ' kept on the ioy rat all times and it is unlawful to ••"�! �"� r �, "' ^ =��'f` rr' + anY changes or al#erations on same without T 64 written poi -mission from the Department of Public Cod r� ¢< J�'r :`; ► Works, County of Butte. ��.• � r : A♦ lel - .!I ^v'•�C ��,� y � �<' � ''�•. t H ti, , J1, �"' +.� Z= _ Y � ��` '=< ;a 3�". ; • ' - NOTE:—All Materials & Workmanship %all. Be iA- c:• '� �°'► d d`'• I Accordance with Reco ized Good Practices ane f ��z,ta of a quality prescribed for the Specified users Uniform Building, Plumbing A�Mecharwcal Codec aW the National Electrical Code. �E { �:.�c a '"�-' ��'•: • gam.=':�c +•r•�� A _ _ �: z» BOLT LOCATION, BOLT SIZE DIM R DIM B OURN. ENDWRLL v DBL 2�" 3 8 FRAME y" OBL 21" 3" 4 -HNCHOH BOLT SETTING PLH� N T I"" I°" RH BH !HIS DRAWING. DESIGN, AND DEME IS INE PiIIER1i. OF �Q'� l', SIE LLE,, INC. IT IS LOANED NUN THE UNDERSTANDING 11 _ V� LEC AGER CLER. I.'G SISIEMS DI VISIBx I •II - AH14710 IS NOT ID BE P.EPRGDULF.D GR USEB IN NIIBLE IN PAR; IN AN+ ANI Ix IURi BUS (B IXE INI EXESi LE EE,R SIEGI FA, 'NL. j pN(' M •' II• RV I2250 a tI-I�-I-I I •YRAIES• ty�j� Lu[n LEP BUIL[I\L 515 (ENS B!v151Gx a1!- Tay i_ , , By 4170 C B iO/iD r" —�9 RE V I S 1 QNS oHaWr, er: OPIE 3H' 5310 j v URIMH6tL SLOG. SrSiEHS e \/ -T•-LE 'II�'_t-f"`- LL TtiR-,IJGH'-M' 4 r ( UM JOG -08 CHICU. i.ii 3552 V _ •li"- I -.£- J T.1 i L00%: 1 11 CHK Or: _ r (31 CO'I'RRC i OR) 11RGL != R : NC TT -COLUMN FORCCS CUChl El -s 'U I LO i (.;G 5'i S i E H 3 OAIE 155. ' COPIES ' NOTE: CCNTRRCiOR 15. RESPONSIB(E 1/`�jl� � % HoltI ICE' T U If3l" T E..- I + .URLUCh, ,CALIFON•:Ir. i I ANCHOR BOLT SCHEDULE (BOLTS BY CUCKLER) FOR FOUNORTION DESIGN RDEOURTE _ REFER TO EACH GPENI%G —A iGB i Li, pRRHINv Pa IL_ TO RESIST FORCES SHOWN ABOVE. Fua •"AR:LSr DIHEnSIZI, 3 0.2400 oe-oe-a3 31503 IR OF IR `d j >a ^•I r Oh �2 1 r py '2 7 r' Oy gyp' N �9 ��' Oy �1• 1� n. a 2658 `C, 2658 8300 8300 8300 6500` 1t 1 n U 6500 N N L N N N i„ n n o m d r m Z�S. N 6500 " 6500,�'a ry d 6300 8300 NOTE, PURLIN STRUTS AND SAG RODS ARE TYPICAL IN ALL BAYS. 4 '-O- 3'-9 1/2- ,o 4'-O No 3 '-2" 8300 8300 ROOF FRAMING PLAN 6300 4 8303 EXPANDABLE ENDWALL OR FRAME IN ENDWALL 8300 6046 8304 4'-0- RAKE EXTENSION n >a ^•I r Oh �2 1 r py '2 7 r' Oy gyp' N �9 ��' Oy �1• 1� n. a 2658 `C, 2658 8300 8300 8300 8300 NOTE, PURLIN STRUTS AND SAG RODS ARE TYPICAL IN ALL BAYS. 4 '-O- 3'-9 1/2- ,o 4'-O No 3 '-2" 8300 8300 ROOF FRAMING PLAN 6300 4 8303 EXPANDABLE ENDWALL OR FRAME IN ENDWALL 8300 6046 8304 4'-0- RAKE EXTENSION n >a ^•I r Oh �2 1 r py '2 7 r' Oy gyp' N �9 ��' Oy �1• 1� n. a 2658 `C, 2658 ' 2658 b S00 6500` 6500`. n U 6500 N N L N N N N n n o m d r m Z�S. N 6500 " 6500,�'a ry d TURNBUCKLE d 6601 a 623.1 - Nn 6200 N n N .....6' l4 GA. C GIRT ' 6193 6200 N 6193 O n �� O 10106 ..... WBXtOx BEA R O 6601 o m N JI_ 14'-3' o m 20'-0" I 14'-3" I� O m STANDARD DWALL ELEVATION ..... 1/2 -.DIAMETER n a 2658 w Z'y 2658 WIOX12 W I OX I Z WBXIOx `S6 2658. 8007 8058 8300 8303 8304 .....8" .....B" ... ..8- .....8' .....8- 16 14 14 14 la N Z PURLIN ,2 PURLIN C SAVE PURLIN C SAVE PURLIN C EAVE PURLIN 6171 6193 .....6' 14 GA. C GIRT .....6" 14 GA. C GIRT .....6' 14 GA. C GIRT ..-..6" 16 GA. C GIRT .....6- 16 GA. C GIRT 7204 7205 2178 2177 2182 ......<2X2X1/B HAUNCH BRACE .....12XGA 1 /8 HAUNCH BRACE .....14 GA. EAVE PURLIN STRUT .....14 GA. PURLIN STRUT .....14 GA. PURLIN STRUT �. 2366 � _.6601...1 2366 DIAMETER DIAMETER DIAMETER -1'/6X14 GA. ROD ROD ROD BASE ANGLE 1 ,..°, ,e °..c•.veeece e. vxe ,. v. ,...,, :..., e.. .,e.w�. ,e ,.< .,c.... v. �r.,t:'"{;: `............... - -- 4 f r REVISIONS va.., v.• GEM wN• OS -27 CITATION 2X 20" LIVE LOAD • 50 X BD.X 16 RF 265 SERIES. n. W6X9xx COLUMN COLUMN 8046 6061 .....8' .....8- 14 14 GA. GA. C CAVE PURLIN C EAVE PUP.LIN N � .....6- I6 GA. C GIRT ..... 6"•16 'GA'. C'GIRT - _ 2163 .....14 GA. PURLIN-STRUT .....14 GA. PURLIN STRUT 6602 ... 6603...18 6- C 14 GA. GA. BASE GALVANIZED n r q — 2658 �`�275 06-29 2658 `�j6,�' 10323 ..... 2658 COLUMN 3062 .....8' la GA. C CAVE PURLIN 2120 ....:1/2" DIAMETER ROD BRACE n n N o 0 -5/8x2 N O 0 RAKE ANGLE N 0 0 - . ".-_=[UCKLER BUILDING SYS?.MS DIVISION N 0 0 , c., 11 °. c iswm ,v N m m .....8- m Ga. m 2149 .I/L" DIAMETER ROD BRACE rn .....la Ga. PURLIN STRUT `275 rn MONTICELLO, IOWA IURLOCK, CALIFUF.11A X92-' 01 a xx.OR..W6X7 x..OR..W8X9.48 .1 n N - .....8"14 .....0- 2658 GA. GA. 2658 2152 2156 2658 BRACE BRACE m` J L 2�n �� J L a 8300 NOTE, PURLIN STRUTS AND SAG RODS ARE TYPICAL IN ALL BAYS. 4 '-O- 3'-9 1/2- ,o 4'-O No 3 '-2" 8300 8300 ROOF FRAMING PLAN 6300 4 8303 EXPANDABLE ENDWALL OR FRAME IN ENDWALL 8300 6046 8304 4'-0- RAKE EXTENSION n r : i 10106 � `C, 10106 ' N b S00 6500` 6500`. 6500 _ 6500 N m ' N 6500 6500 6500 >; n N N N m n o 0 0 ^ N 6500 " 6500,�'a 6500,-' 0 6500 TURNBUCKLE �� 6601 6193 623.1 - 16 6200 N 20'-0- 20 ' -0 - SlDEWALL ELEVATION NOTE, BRACING (SHOWN IN -SlDEWALL ELEVATION-) 15 REQUIRED IN BOTH 51DEWALL5. 20'-0- 8300 8046 8300 8062 V1 m Ln m - Ip107 10107 1010 10106 � 2201 2•-6- 10106 ' `6, 231 2 6200 2206 62311' NOTE, FRAME IN ENDWALL. ELEVATION SIMILAR TO EXPANDABLE ENDWALL ELEVATION EXCEPT NO INTERIOR COLUMNS OR'GIRT 44902 .....SEE 1N �a 6193 6200 N 6193 m m MEMBER SIZE Z PURLIN 6231 m ^ 6200 .N 4' -IO" 6231 N DIAMETER TURNBUCKLE �� 6193 - 6200 6193 623.1 - 16 6200 N n 6231 .....6' l4 GA. C GIRT ' 6193 6200 N 6193 ..1/2- 3'-2" �� / 10106 ..... WBXtOx BEA R 8006 6601 16 GA. JI_ 14'-3' 20'-0" I 14'-3" I� el STANDARD DWALL ELEVATION ..... 1/2 -.DIAMETER 4'-10 4 '-0' 3 '-2' 10113 1011'3 joloo N O a o 1010 6200 N « 6200 N ' `6, 231 6200 2206 6200 2206 62311' NOTE, FRAME IN ENDWALL. ELEVATION SIMILAR TO EXPANDABLE ENDWALL ELEVATION EXCEPT NO INTERIOR COLUMNS OR'GIRT 44902 .....SEE 1N �a m m O m m m MEMBER SIZE Z PURLIN 6231 6200 N ^ 6200 .N ..... <I-I/2X1-1/2X1/B DIAGONAL BRACE 6231 ..I/2" DIAMETER TURNBUCKLE SYSTEM. ENDWALL MATERIALS SUPPLIED BY THE CONTRACTOR. yy 1 41602.....SEE ANALYSIS 623.1 ' 6200 N 16 6200 N Z PURLIN• 6231 .....6' l4 GA. C GIRT ' 6601 6601 ..... <I-1/2x1-I/2x1/8 DIAGONAL BRACE FRAME IN ENDWALL WITH " I -T 20 '-0- I 20 '-0- 4=3tr 9 4 '-0" RAKE EXTENSION--i- I; a CENTER COLUMN ENDWALL ELEVATION j 1 1`. 6168—NOTE• GIRT'61'68 AT 10'-11 1/2 - TO BE MOVED TO 12'-0- ON EXPANDABLE ENDWALL.(ATTACH W/'2050, 2298 6500 6168 AND 1/2" X 4- BOLTS) - 1 6500 6168 I m 2201 z •-6- 0 6200 0 ----------- -- m n m _ o 0 o 6171 6200 N 6171 � � I 6500' a 6168 Ii m 4'-10- . I ^ i " - 6171 6200 N 6171 _ 6601 - n ' 6171 6200 .a 6171 ii 3'-2- ' '-6- 6601 ' Wv E 014 15-0" 20'-D- 15 •-0" TYPICAL SlDEWALL ELEVATION BUILDING DEPART FOR EXPANDABLE ENDWALL EXPANDABLE ENDWALL ELEVATION OR FRAME IN ENDWALL ARP OV E N �l NOTE, FRAME IN ENDWALL. ELEVATION SIMILAR TO EXPANDABLE ENDWALL ELEVATION EXCEPT NO INTERIOR COLUMNS OR'GIRT 44902 .....SEE ANALYSIS 8002 .....8" 16 GA. MEMBER SIZE Z PURLIN LEGEND 6168 .....6- 12 GA. C GIRT 2653 ..... <I-I/2X1-1/2X1/B DIAGONAL BRACE 2078 ..I/2" DIAMETER TURNBUCKLE SYSTEM. ENDWALL MATERIALS SUPPLIED BY THE CONTRACTOR. yy 1 41602.....SEE ANALYSIS 8003. .....8' 16 GA. Z PURLIN• 6200 .....6' l4 GA. C GIRT 2655 ..... <I-1/2x1-I/2x1/8 DIAGONAL BRACE 2195 ..1/2- DIAMETER R00 / 10106 ..... WBXtOx BEA R 8006 .....8" 16 GA. Z PURLIN 6500 ......6" 14 GA. C GIRT 2658 ..... <1-I/2X1-1/2X1/8 DIAGONAL BRACE 2201 ..... 1/2 -.DIAMETER ROD w IOIO7..... 1 01 13 ..... IOIOO..... 10216.....W6X9xx WIOX12 W I OX I Z WBXIOx BEAM BEAM BEAM COLUMN 8007 8058 8300 8303 8304 .....8" .....B" ... ..8- .....8' .....8- 16 14 14 14 la GA. GA. GA. GA. GA. Z PURLIN ,2 PURLIN C SAVE PURLIN C SAVE PURLIN C EAVE PURLIN 6171 6193 .....6' 14 GA. C GIRT .....6" 14 GA. C GIRT .....6' 14 GA. C GIRT ..-..6" 16 GA. C GIRT .....6- 16 GA. C GIRT 7204 7205 2178 2177 2182 ......<2X2X1/B HAUNCH BRACE .....12XGA 1 /8 HAUNCH BRACE .....14 GA. EAVE PURLIN STRUT .....14 GA. PURLIN STRUT .....14 GA. PURLIN STRUT �. 2366 � _.6601...1 .....1/2- ..... T /2- ••• ..1 /2" -1/2X3 DIAMETER DIAMETER DIAMETER -1'/6X14 GA. ROD ROD ROD BASE ANGLE 1 ,..°, ,e °..c•.veeece e. vxe ,. v. ,...,, :..., e.. .,e.w�. ,e ,.< .,c.... v. �r.,t:'"{;: `............... - -- 4 f r REVISIONS va.., v.• GEM wN• OS -27 CITATION 2X 20" LIVE LOAD • 50 X BD.X 16 RF 265 SERIES. 10309.....WBX10: 10321..... W6X9xx COLUMN COLUMN 8046 6061 .....8' .....8- 14 14 GA. GA. C CAVE PURLIN C EAVE PUP.LIN 6231 - .....6- I6 GA. C GIRT ..... 6"•16 'GA'. C'GIRT - _ 2163 .....14 GA. PURLIN-STRUT .....14 GA. PURLIN STRUT 6602 ... 6603...18 6- C 14 GA. GA. BASE GALVANIZED CHANNEL BASE TRIM r q — c TUEL 06-29 W = BLEAR SIEGLER INCORPORATED 10323 ..... u10x12 COLUMN 3062 .....8' la GA. C CAVE PURLIN 2120 ....:1/2" DIAMETER ROD BRACE .....14 GA. PURLIN STRUT 6610...3 -5/8x2 -'1/2X14 GA. RAKE ANGLE - . ".-_=[UCKLER BUILDING SYS?.MS DIVISION v , c., 11 °. c iswm ,v • - - 8154 .....8- 14 Ga. C FASCIA CHANNEL 2149 .I/L" DIAMETER ROD BRACE .....la Ga. PURLIN STRUT MONTICELLO, IOWA IURLOCK, CALIFUF.11A 8155 .....8' 14 GA. C FASCIA CHANNEL 2154 .....I/2- DIAMETER ROD BRACE xx.OR..W6X7 x..OR..W8X9.48 .1 - .....8"14 .....0- 14 GA. GA. C FASCIA CHANNEL C FASCIA CHANNEL 2152 2156 ,....1/2- DIAMETER ROD .....I/2" O'.AMEiER ROD BRACE BRACE ' on re roe N0. DRA4ING NU. 05-27-82 2X 138 OF _ 0 . 1 251 E�� ..,. ._.-. _. -. ___..._.-.._.._.,._.__. _-.-.___.a__� � _......_. _a_. +._.. _._..»_--...._..�. _ a_._..+++- •-.-_...,. ........r_ r_._.... ____ .__...••!-..., _• a--. _._.a____. _._...._�_.... F-,-•.+.._._-._...}. _•._-_ _.._..--..- r .� _ '.>.f.—._. _... .. ._ _... ' .+_-. .... - . - _—. i.«.. - _ ~— _--.• - y=. ._ ...__.-�.-.-^—... T -«-.' _ _ _ .'. R-_ • .- ` _ _. __. -- _ - ---•--�---� ---�- - _-�. -�-• _ - --- --_- : _�.---� :�:.. _. _. _.. _ - - ,-- -.-:-.,_, r -:�_, : �~-•-----:=_::...� j::35 s X:24-x �o :— �_ 2 �-o.. �(o s .:_ ---:_-_.: -. ---_ � - � -- �.. _ •- -. Slab W[fh. 6 /6Aw.Mts�_. _ __ _..__ r`_ _ _` __-_Z_ _ - --- _,_ -- _ y __'- t _ • .-- 13:2 -2,2-3 13-2. /2J0:- 3.55 Z _ .57 �_e PT 6 Favn d/a ;n yvr`=�2- S q 20. l h s L USP 266h j. f . OP - �Q Cel �'�- c, 11 i _X / 2 _�&/e w p r1,q /x'10 n, #. _ _ _ • --- - 0 . // q 7 /6s _r7 POC _ - ---- - _. . _ ....... �►v.�C to � . - :- . Ix./,33 _ _ ..._---•--. . _ . • -- ----__ __-_ ..._ _ ._ _. _._ _..__. __� _ _ ._--. /�c�r/� �o tin � - .r v .y y� - -- - - -NO. 160 .3 m .... _._. _ ..._•_ __ ..__ _ _- _ �__ __._ _. _—_. .. __ _ ...v ..._ ._.---•-_ �_. _. _ .. _ _.. - ._ _. - _ ... _ ..._ __ ._. -..___ ._.._. .. a ..'_ - •_'__ ' II, ._.__. - _ ___- -_ , _ ._.. ��.._ _-. ._ - �._-.--•-_�_. - - __ .._ _ .. _ .. _. . _ _ _ _ _ _ 4 (y��3 BUTTE CO �-- UNTY —-BUILDING._.. -._ - ED +.svv2. max- - v�rF.r••, aw•.��n v.s.- riF•?q• -r•• �»�fm. •.^y�..>•..-y.«. - .-+•c. ++!*n.. .-.:pec •^-r..a.-, ...w,.ryo,, r«+ o•rA F'c °'wo r l.-:.c^-c*,v-.-x^. ro,.. _ . .-- - .. -.,_ ...- _..,.y. _...-,.�.�..,, ..,...-•ei-.,.�+se,r.+a-..:...r.-�,_.rv:r-x+-+-�.�re_.Y '.M....r.._..•..._•:w+_-.•+..o,�e+.r•e.mr'.7'.+�^5,a.<•:xs...u..wy-e .w.,4-v ._ '-`.'� ".,.e<`s,'.sP" J, :S ,_ ..`Tr4: .-; h'°v"�'. -�aa-=F•j.. N�,:�:'�zP +C?�: -e•• .r. rt ,.•:_-•y..r•.. .'•+^sw• �T".=>•'7P::'..'.!-N!! .Y' .. _. F - M"+'.a ;i . _. ..;?�;>=,