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HomeMy WebLinkAboutB16-2632 055-350-041ENGINEERING 1574 Lilac Way, Paradise CA 95969 Cell (530) 966-6849 November 29, 2016 Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE: Larry Knifong 3200 Fawnridge Ct. Paradise, CA 95969 Assessor Parcel Number: 055-350-041 The 75' by 40' Liberty Steel building that was constructed in 2007 on this piece of property has been reviewed by LAW Engineering and found to be in built as per plan and in structurally sound condition. The building and foundations are capable of handling the proposed solar panels which weigh less than 3psf. If you have any questions regarding this letter please call me at (530) 966-6849. Thanks, Luke A. Wentland, PE License: C74597 -'sZOE BUTTE C'OUNTY NOV 30 2016 DEVELOPMENT SERVICES BUTTE COUNTY BUILDING DIVISION APPROVED 1241'ri1lc P'4 Butte County Department of Development Services. PERMIT CENTER "7 County Center Drive, Oroville, CA 95965 -Main Phone (530)538-7601 Pennit Center Phone (530)538-6861 Fax(530)538-2140 SITE PLA U Assessorls-, Parcel Number 0 91— El E'El — F31' R. Ul Permit #: V f . ............ ...... ... . ... ........ ....... ....... ....... .......... Jr - +7 Chi '' r .. PERMIT#_ -7,6 BUTTE It CUUNTY DEVELOPMENT SERVICES REVIEWED FOR CO ECOM DATE PLIANCE 13Y ........... ..... ........ .. .... WMICI IM011lc. L_f )l _­ k V_' 1 1­0scaie 11, mo7 16 Up"i U, 0 0 60 Address/Phone: a:�>o 6 6 7,5 _.11 Site Location: TZ -1 a Contact -Name: Phone: 6,90 6' a 3j Page 1 of 1 ■ t 1'-0" 50'-0" ; 3" CLEAR Fd ' .. a p•° I.r tti N ° � o to e p O m o 4" O 2'-0- 3" CLEAR e . O O v, to ° D D D ° c � Z r �: I .„ 4 D ' m m � � •la i0sm- r-qx, jo � I 15'-0" 20'-0" 15'-0" 'A' • � fir___—�_ 1 1 1 - b 1 N y Ecr o 10 3/4" y J • 48'-2 1/2" C/C OUTSIDE A.B. HOLD I 1 i 1 , 1 1 1 I 1 1 1 Z + 1 1 1 1 1 , 3" n 1 1 I t0,o3/4' O H o 1 o z --------7------------- 1 O rn m 3" CLEAR c � d p z 2'-6 1/4" 1 I N 1 I 1--1- i7! Ato 15'-0" 20'-D" w 1'-0" 7YP. - RADE BEAM 10 3/4" m \a V w `N `\ ,� 'A' • � fir___—�_ rnrA - b 1. CD + Ecr o J • eo D CT1 Z R7 3" n 1 1 I t0,o3/4' r H o m R le --------7------------- o rn m 3" CLEAR c � d p z 2'-6 1/4" 5 3/4" N j� ; Ato a to "` 50'x75' BLDG. FOUNDATION PRECISION DRAFTING „�,. FABR.I STEEL TEST PLAN 9340 HDYLETON WAY PHONE (916) 684-1446 S6 EA Ezi PARADISE, CA ELK -GROVE, CA. 95758 FAX (916>--684-1446 rnrA b J • eo D CT1 Z n e° e H o mm o �v� N j� ; c d _ Z N N `� ^ , f V --� M _ N m f O wtll rn I i 0-4 I w i 140, zm O I I I1f 1 4 A x --a n zr a 7p 9 tC 1 -3l4 c s 4" 4 I Lam -1'-0' =o �. .� n Ci. MC. 9 �.,c a to "` 50'x75' BLDG. FOUNDATION PRECISION DRAFTING „�,. FABR.I STEEL TEST PLAN 9340 HDYLETON WAY PHONE (916) 684-1446 S6 EA Ezi PARADISE, CA ELK -GROVE, CA. 95758 FAX (916>--684-1446 BUILDING SPECIFICATIONS : The manufacturer is not responsible for the concrete foundation design. L iET v STEEL , The structure under this contract has been designed and detailed for d the loads and conditions stipulated in the contract and shown on these _ drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be. done under the advice and direction of a registered architect, civil DESIGN LOADING DRAW_ 1 N G INDEX or structural engineer., The manufacturer will assume no responsibility for CS -1 Drawings Cover Sheet any loads not indicated. This structure is designed utilizing the loads indicated and applied by the This manufactured building is designed with the manufacturer's standard design CBC 01 CS -2 Fastener Schedule practices which are based on pertinent procedures and recommendations E1 Anchor Bolt Plan of the following organizations and codes :" It is the contractor's responsibility -'to confirm that these loads E2 Anchor Bolt Details & Notes —American Institute of Steel Construction ,Specification for the design n epar comply with the requirements of the local building department. .fabrication and erection of structural steel for buildings 9th edition. "Specification E3 Rigid Frame Elevation —American Iron and Steel Institute for the design of cold Specific loads : (See structural calculations and foundation reactions.) Sidewall Framing formed steel structural members" 2001 edition. E4 —American Welding Society "Structural Welding Code" AWS D1.1-04 Chapter 20 PSF Live Load E5 Endwall Framing 2 relating to prequalified complete joint penetration groove welds and chapter. LL Reduction Allowed X Yes ElNo E6 Roof Framing 8 part B relation to allowable stresses, —Metal Building Manufacturers Association "Specification for the design 0 PSF Ground Snow Load E7 Sidewall Sheeting fabrication and erection of the structural system" most current edition. 85 MPH Wind Load. Exposure C (If applicable) E8 Endwall Sheeting Material properties of steel plate and sheet used in fabrication of primary rigid frames and all primary structural framing members (other than 2.2 PSF Dead Load (Metal Bldg. Weight — Purlins, Panels, Etc.) E9. Detail Drawings cold—formed sections) conform to ASTM A-529 or A-572 all with a 1 PSF Collateral Load E10 Detail Drawings minimum yield point of 55 KSI. Material properties of cold formed, light gage steel members conform to the 4 Use Category ( Iv= 1.00 Is= 1.00 ) Ell Trim Drawings requirements of ASTM .A-653, with a minimum yield point of 60 KSI SEISMIC DATA These Drawings are for (55 KSI minimum for 16 gage' cold—formed members). High strength bolts and their installation shall conform to ASTM specification A-325 and are designed as bearing type connections with threads included in X Construction the shear plane. Tightening of these bolts is recommended by the . SEISMIC ZONE : 4 ❑ Not for Construction Turn—of—the—nut method, per "AISC Specification for Structural Joints." 1) Seismic. Zone Factor Z= 0.40 El Permit Only All primary structural members except bolts and fasteners shall receive one 2) Frames:" R 4.5 coat of Iron Oxide inhibitive primer. = ❑ Approval-* - Shop and field inspections and associated fees are the responsibility of the f 3) Braces: R - 5.6 ❑Other contractor; unless stipulated otherwise. 4) Seismic Importance Factor = 1.00 * Approval orders must be released CONTRACTOR RESPONSIBILITIES for fabrication within thirty, (30) The contractor must secure all required approvals and permits from the q pp p 5) Soil Profile Type = Sd calendar days after the submittal drawings are issued or they will be appropriate agency as required. 6) Seismic Coefficient Cd = 0.57 subject to any current price increases. Approval of the manufacturer's drawings and calculations indicate that 7) Analysis Procedure = Static Force Special attention should be given in the manufacturer has correctly interpreted and applied the requirements approving dimensions and/or details. of the contract drawings and specifications. (Sec. 4.2.1 AISC Code of Please verify requested dimensions by 'OK'. Standard Practice, 9th edition.) indicating Where discrepancies exist between the manufacturer's structural steel plansDSN� MQZ DWN• MGK REV• and the plans for other trades, the structural steel plans shall govern. DRAWINGS COVER SHEET (Sec. 3..3 AISC Code of Standard Practice, 9th edition.) DET: VSR CHK: VK REVISIONS:_ Design considerations of any materials in the structure which are not NO. DATE CUSTOMER furnished by the manufacturer, are the responsibility of the contractor and LARRY K N I FO N G . engineers other than the manufacturer's engineering, unless specifically indicated. Engineering Seal PARADISE, CA The contractor is responsible for all erection of steel and associated work BtJTTE n in compliance with the manufacturer's For Construction" drawings. This certification covers('O[JNTY BUTTE COU rTY DEVELOPMENT SERVICBVTTE COUNTY Temporary supports, such as guys, braces, flashwork or other elements parts manufactured and ^—• "�' '�'�•` �^' � �I� v r� "^"— �P�,IAI�LBE-QTY STEEL �(� required for the erection will be determined and furnished and installed by the delivered by the NOV 3 2016 t1t; manufacturer only, and °"� erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.) J It is the contractors responsibility to apply or observe all pertinent safety excludes parts such as doors,. windows, foundation DEVELOPMENT DATt 343=9 -4 -T -k -AVENUE SO, STE. E rules and regulations, as per OSHA standards as applicable. design and erection of SERV[CES FARGO, ND The Contractor is responsible for the verification of all shipments received. the building. Any "external" damage or shortages must be noted on all copies of the bill �� ' Ul(/ � SCALE: DATE: JOB NO: SHIT. NO: ' of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. NO EXCEPTIONSIII PROFESSIONAL ENGINEER NOT TO SCALE 3/12/07 10796 CS -1 • Be advised that, all shipments are via outside trucking companies and are sined. 9 for in good condition and completeness at the pick-up, location by the driver. "No claim will be honored" unless the following procedures have been followed: EXTERNAL: At the delivery point, the driver is required to provide you with a bill of lading which 'lists and illustrates all bulk items to be received. Any ."external" damage or shortage must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. NO EXCEPTIONSM SPECIAL NOTE: INTERNAL: 0 D WC 03 -U r- c MzM 000 mFz ®off z Overhead, doors and service doors are shipped in cardboard boxes. It is required that they be opened to insure that the trucker's chains have not damaged the edges. If so,, it MUSt be noted on the bill of lading. Before the driver leaves, it is also required that you receive a Shipper Report (packing list) that specifies all internal • quantities of individual parts. However, ' the Roof and Wall Sheeting must be counted prior to releasing the driver. Valid concealed shortages must be reported to the factory within Valid 30 calendar days NO EXCEPTIONSM The. driver does not have to be present for the internal inventory. i' Be advised that, all shipments are via outside trucking companies and are sined. 9 for in good condition and completeness at the pick-up, location by the driver. "No claim will be honored" unless the following procedures have been followed: EXTERNAL: At the delivery point, the driver is required to provide you with a bill of lading which 'lists and illustrates all bulk items to be received. Any ."external" damage or shortage must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so will make it impossible for the factory to honor any claim. NO EXCEPTIONSM SPECIAL NOTE: INTERNAL: 0 D WC 03 -U r- c MzM 000 mFz ®off z Overhead, doors and service doors are shipped in cardboard boxes. It is required that they be opened to insure that the trucker's chains have not damaged the edges. If so,, it MUSt be noted on the bill of lading. Before the driver leaves, it is also required that you receive a Shipper Report (packing list) that specifies all internal • quantities of individual parts. However, ' the Roof and Wall Sheeting must be counted prior to releasing the driver. Valid concealed shortages must be reported to the factory within Valid 30 calendar days NO EXCEPTIONSM The. driver does not have to be present for the internal inventory. I SE. ONE HALF INSIDE CLOSURE E TRIM t. PANEL RIB 4AG' INSTALLATION OF SAVE STRUT WALL PANEL THE FIRST ROOF PANE L (UNLESS NOTED ON DRAWINGS) FASTENER SCHEDULE SAMPLE BUILDING BELOW ROOF PANEL INSULATION -\ DIE FORMED RIDGE RIDGE CAP 1 ROOF FASTENERS SEE BUILDING ERECTION DRAWINGS FOR ACTUAL DIMENSION. INTERMEDIATE GIRT O BASE ANGLE I GABLE INTERMEDIAT GIRT O C r C �Z� DOOR JAMB 0 qjA `DOOR HEADER WC'ORNOER O v FRAME OPENING TRIM C C Z BASE TRIM m Fn ZTRIM DETAIL. A PURLIN -/ RAFTER IE ROOF PANEL AS REQUIRED ON ERECT RAWINGS EAVE STRUT EAVE, TRIM DOUBLE SIDED. TAPE A (BY OTHERS) OUTSIDE CLOSURE WALL PANEL EAVE STRUT , SECTION AT EAVE INTERMEDIATE "PURLIN EAVE , STRUT I 0 1 INTERMEDIATE PURLIN T� JD `SIDEWALL PANEL EAVE TRIM 't., `- WINDOW JAMB WINDOW SILL BASE ANGLE 1" '-- RAKE ANGLE OUTSIDE CLOSURE GABLE TRIM EAVE STRUT 0 INTERMEDIATE GIRT EAVE T STRUT NTERMEDIATE GIRT, BASE TRIM (OPTIONAL) • #14 SELF -DRILLING ROOF FASTENERS DETAIL: B #14 SELF -DRILLING ROOF FASTENERS DETAIL: C 30" O.C. AT SIDE LAP 30" O.C. AT SIDE LAP #12 SELF -DRILL ROOF FASTENERS 6" O.C. #12 SELF -DRILL ROOF FASTENERS 1'-0" O.C. © STITCH FASTENER #14x7/8" 12" ON CENTER DATE: 1/10/05 A FASTENER PATTERN © FASTENER PATTERN DWG NO: AT BASE ANGLE, EAVE STRUT, RIDGE CAP AT INTERMEDIATE PURLIN OR GIRT OR LINER PANEL & INTERMEDIATE PANEL LAPS _ i 00 Located Walkdoor 25'—( v - 25-0" 25'-0" 4 ANCHOR BOLT PLAN . TEEL -NOTE: All Base Plates ® 100'-0" (U.N.) JNE F.F. LIBERTY dd A Do BSE COUNTY BUILDING DIVISION APPROVE® Dia= 3/4" Dia= 3/4" 8" f N 3" 3" 9p t • m 0. -T- r- -1 , e 711 L_ - 2" 2" 8„ DETAIL A Dia= 3/4" ' 31 1 1 r� LJ. 2" 2" See Plan DETAIL B Dia= 1/2" 2 1/2 2 3/4 p mi I Illi I4" d r I IN ^ .' 4" _ 8 - EW 2. .:2 See Plan DETAIL C' Dia= 1/2" 3" T- r 1 4" 1 EW EW/ See . Plan DETAIL D 2" 3'-4"- •NOTES FOR REACTIONS COLUMN LINE'. - Building reactions are based on., the following building data: Width (ft) 40 ff Length fjt) _ .75 Eove Height (ft) = 17 / 17 - Importance - Wind = 1.00 Importance -• Seismic = 1.00 Seismic Zone = 4 s Load Combinations H - H -- DL+CL+LL+(LLr or SL) a f V f V., DL+LL+(WL or SEIS/1.4) 'FRAME LINE 0.9DL+SEIS/1.4 . 2 1/2" ",:,.:,,,RIGID FRAME: ANCHOR BOLTS.& -BASE PLATES - GENERAL NOTES - 2 3/4" i r ---------------------------------- 2" 2 1/2" 2 3/4" DETAIL AT FIELD LOCATED FRAMED OPENING 1 -FOUNDATION DESIGN AND CONSTRUCTION ARE Roof Slope rise/12 0) = 1.0 / 1.0 Dead Load psf) Frm Col Anc. Bglt Base Plate (in) Grout Collateral Load -NOT THE RESPONSIBILITY OF THE BUILDING No D(m) ' . Roof Live Load �pssf _ • 20 _ - 'MANUFACTURER. Roof Snow Load (psf) = 0 Wind Speed(mp) = 85 2 • D 4 0.750 8.000 12.00 0.500 0.0 Wind Code = CBC Ot LOADS WHICH THIS • BUILDING PLACES ON THE sw 2 ` A Wind Exposure = C 12.00 0.500 0.0 - Closed/Open = Closed Importance - Wind = 1.00 Importance -• Seismic = 1.00 Seismic Zone = 4 s Load Combinations H - H -- DL+CL+LL+(LLr or SL) a f V f V., DL+LL+(WL or SEIS/1.4) 'FRAME LINE 0.9DL+SEIS/1.4 . 2 1/2" ",:,.:,,,RIGID FRAME: ANCHOR BOLTS.& -BASE PLATES - GENERAL NOTES - 2 3/4" i r ---------------------------------- 2" 2 1/2" 2 3/4" DETAIL AT FIELD LOCATED FRAMED OPENING LAW 1 D ;C 2.8 4.5 1.0 1.6 F_SW A 2 ,3 4.7 2.9 2.5 1.5 R -EW 4 C ,D 2.8 4.5 1.0 1.6 B SW D 3 2 4.7 2.9 2.5 1.5 BUTTE COUNTY BUILDING DIVISION APPROVED LIBERTY STEEL Customer. LARRY KNIFONG City: FARGO State -ND C"y: PARADISE.; State:CA Designer. MQZ Date: 2/19/07 Drafter. MGK „u Date: 2/27/07 Detaller. VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 ANCHOR BOLT DETAILS & NOTES Sht. E2 of I 1 -FOUNDATION DESIGN AND CONSTRUCTION ARE '° Frm Col Anc. Bglt Base Plate (in) Grout -NOT THE RESPONSIBILITY OF THE BUILDING Line Line No D(m) Wid Len Thk (in) 'MANUFACTURER. ----------=------------------- 2: THE BUILDING REACTION DATA, REPORTS THE 2 • D 4 0.750 8.000 12.00 0.500 0.0 r� LOADS WHICH THIS • BUILDING PLACES ON THE 2 ` A 4 0.750 8.000 12.00 0.500 0.0 FOUNDATION. 3. COLUMN BASE PLATES ARE DESIGNED NOT TO 2 ' Frame lines: 2 1 3 EXCEED A BEARING PRESSURE OF 2500 RIGID FRAME: BASIC COLUMN REACTIONS (k ) _. POUNDS PER SQUARE INCH. _ 4. ALL ANCHOR BOLTS SHALL BE ASTM:::A307 OR Frame Column ----Dead---- -Collateral-----Live---- -----Snow---- --WInd_L1--- --Wind R1--- EQUAL IN ORDER TO CONFORM TO THE BUILDING Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert MANUFACTURER. DESIGN ASSUMPTIONS BASED 2 • D 0.45 1.62 0.16 0.50. `1.95 6.00 0.00 0.00 -8.51 -9.65 2.73 -4.59 ON THE ALLOWABLE STRESSES GIVEN IN THE 2 • A. -0.45 1.62 -0.16 0.50 -1.95 6.00 0.00 0.00 -2.73 _ .-4.59 8.51 -9.65 AISC MANUAL OF STEEL CONSTRUCTION. Frame Column--Wind_L2-----Wind_22 --- --LnWind_1-- --Ln Wind_2-- -Seismic-L-- -Seismic-R-- 5. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE 2 + D -8.51 -9.65 2.73 -4.59 0.48 -9.99 0.48 -9.99 -0.97 -0.80 0.97 0.80 TO BE DESIGNED BY OTHERS. 2 + A -2.73 -4.59 8.51 -9.65 -0.48 -9.99 -0.48 -9.99 -0.97 0.80 0.97 -0.80 6. ANCHOR BOLT PROJECTION ABOVE CONCRETE Frame Column --- LnSeis--- ' FINISHED SURFACE TO BE 3" UNLESS OTHERWISE..;.Line Line Horiz •Vert NOTED BY FOUNDATION DESIGNER. :: 2 + D 0.00 -3.39 .. ,_ .. 2 • A 0.00 -3.39 7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO - A ..TOLERANCE OF +/- 1/8" IN ELEVATION 2 ; Frame lines: 2 3 AND LOCATION. r IF THIS PROJECT HAS BYPASS GIRTS, IT WILL ENDWALL COLUMN REACTIONS(k ) ``� • ' • ''. " "REQUIRE THE SIDEWALL COLUMN BASES TO BE _ rr- SET BACK FROM SIDEWALL STEEL LINE BY THE DEPTH OF THE. GIRT SYSTEM (8" or 10"). MAXIMUM VERTICAL DL+CL+LL = 5.4 THIS MAY REQUIRE THE SIDEWALL FOOTINGS MAXIMUM VERTICAL DL+WL = -6.3 -TO INCREASE IN DEPTH. MAXIMUM HORIZONTAL DL+WL = 2.2 w9. MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO • ' BRACING REACTIONS, PANEL SHEAR'. ENSURE PROPER FIT. SUCH WORK IS CONSIDERED • •;;:- .• - A NORMAL PART OF METAL BUILDING ERECTION. � f Reactions k Panel ( ) WE WILL NOT HONOR BACKCHARGES FOR MINOR '. ---Wall-- Col --Wind----Seismic- Shear . `'' • Loc Line Line Harz Vert Harz Vert (lb /ft) LAW 1 D ;C 2.8 4.5 1.0 1.6 F_SW A 2 ,3 4.7 2.9 2.5 1.5 R -EW 4 C ,D 2.8 4.5 1.0 1.6 B SW D 3 2 4.7 2.9 2.5 1.5 BUTTE COUNTY BUILDING DIVISION APPROVED LIBERTY STEEL Customer. LARRY KNIFONG City: FARGO State -ND C"y: PARADISE.; State:CA Designer. MQZ Date: 2/19/07 Drafter. MGK „u Date: 2/27/07 Detaller. VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 ANCHOR BOLT DETAILS & NOTES Sht. E2 of I '-4 1/2' 35-11" CLEAR + - 40'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LINE 2 3 r 10 p" 1'-4 1/2" BUTTE COUNTY BUILDING DIVISION APPROVED -. • SPECIAL BOLTS O ID IQUAN TYPE DIA LENGTH WASH { 1 1 6 A325 1/2" 1 3/4" 0 MEMBER TABLE 1 y - 75'-0"• OUT -TO -OUT OF STEEL 4 _ FRAME LINE A & D s h 2 MARK PART LENGTH 3 DJ -5 8x25C16 7 -1 1/2- 25'-0" r 25'-0" 25'-0" DH -2' 8x25C16 3'-3 1/2" 8'-0" go—on, ._ ._ " , » ._ 24'-11 1/4" " ._ " E-1 1030E15 " - •, E -2- 1030E15 24'-11 1/2" ~ E-3 1030E15 24'-11 1/4" ,------ _ • E-1' i E-2 E-3 - G-6 8x25Z13 25'-11 1/2n G-7FI G-9 I G-11 < •I �e�9 I �0_9 G-8 991 1 - RF1-1 _ Rl G-6 I G-8 G-10 8x25Z16 HJ2 Mq Q G-10 8x25Z13 25'-11 AG ANGLE, TR340 - �� CB • G-11 8x25Z16 - 25'-11 to N SIDEWALL FRAMING: C' .3 0.63—ROD Q n i - CB -9 EJ-- 20'-0" r I State: C; MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. MQZ $A CONNECTION — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — u. Field - F 2 I U RF1-1 . RF1-1 EC -5 SIDEWALL FRAMING: FRAME LINE A 75'-0" OUT -TO -OUT OF STEEL f 1 25'-0" 25'-0" 25'-0" " . " 1- E-1 E-2 E-3 FL G-7 I G-7 8x25Z16 25 —11 1 /2 I I �0_9 G-8 8x25Z14 25'-0- - RF1-1 _ G-6 I G-8 G-9 8x25Z16 27'-0" Q G-10 8x25Z13 25'-11 1/2" �� CB • G-11 8x25Z16 - 25'-11 1/2" SIDEWALL FRAMING: CB -3 0.63—ROD 9'-9" GENERAL " NOTES: CB -9 0.63—ROD 20'-0" r I State: C; MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. MQZ Date: 2/19/07 Drafter. MGK CONNECTION PLATES AND 'PANEL/TRIM ITEMS MAY BE NECESSARY TO FRAME LINE A & D , ` DID MARK PART Checker. VK Date: 3/13/07, Office: MT 10796 1 CL154 ' ' ` SIDEWALL FRAMING Sht. E4 of 11 2 CL002 3 CL020 4 CL025 — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — u. Field - F 2 I U RF1-1 . RF1-1 EC -5 SIDEWALL FRAMING: FRAME LINE A 75'-0" OUT -TO -OUT OF STEEL f 1 25'-0" 25'-0" 25'-0" " . " 1- E-1 E-2 E-3 FL G-7 I G-9 I G-11 I ,I ----------------- I �cl I I �0_9 I 1 RF1-1 - RF1-1 _ G-6 I G-8 I G-10le:I GIRTLAPS Q AG ANGLE, TR340 . �� CB • , SIDEWALL FRAMING: BA LIBERTY STEEL Customer. LARRY KNIFONG BUTTE COUNTY BUILDING DIVISION ------------------ •. '. ------------------ ----------------- I /�®pp `/ AI RoU'ED _ EC -8 - _ RF1-1 - RF1-1 _ EC -1 ' _ r ..� GIRTLAPS . —o' 1-0 1 —0' , SIDEWALL FRAMING: FRAME LINE D LIBERTY STEEL Customer. LARRY KNIFONG GENERAL " NOTES: City: FARGO State:ND City: PARADISE r I State: C; MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. MQZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 AND 'PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer. VSR Date: 3/12/07 Office: MT Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker. VK Date: 3/13/07, Office: MT 10796 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ' ' ` SIDEWALL FRAMING Sht. E4 of 11 I CB 2 0 5 R 17' BOLT TABLE CLO81 FRAME LINE 1 & 4 LOCATION CL020 I QUAN TYPE DIA 'LENGTH '- ER-1/ER-2 4 A325 1/2 1 3 4 DA - ER-3/ER-4 ' 7 4 A325 1/2" 1, 3/4" BUTTE COUNTY 40'-0" OUT=TO-OUT OF'STEEL ' Columns 9 10 A325 .1/2" 41 3/4" APPROVED 101 S Jamb . 6 A325 1/2 1 3 4" LIBERTY STEEL Customer. LARRY KNIFONG City: FARGO State:ND 10'-0" 15-0" f . 15'-0" - 4 MEMBER. TABLE _ - Office: MT Job No.: - FRAME LINE 1 & 4 �6 • RA ENDWALL FRAMING Sht. E5 of i1 MARK PART LENGTH EC -1 1Ox25C15 15'-3 5/8" 12 ER -1 ® ERC 2 12 EC -2 10x25C13 16'-0 15/16 B _ _ — — — — — - EC -3 10x25C13 16'-5 15/16" Is — — EC -4 10x25C15 15-3 5/8" o ® EC -5 10x25C15 15-3 5/8" ® EC -6 10x25C13 16'-5 15/16n G-1 1111 G- UL G-3 M EC -7 10x25C13 16-0 15/16" DH -1 DH -1 �] EC -8 10x25C15 15'-3 5 8" ER -1 10x25C13 19'-11 /8" I I ER -2 1Ox25C13 19'-11 7/8" tO ER -3 1Ox25C13 19'-11 7/8" 1 ER -4 10x25C13 19'-11 7/8" F - © I DJ -1 8x25C16 16'-2 7/16" G-1 G-2- o G-2 o o DJ -2 8x25C16 16�-7 7/16" i 1 N 1 — 1 DJ -3 8x25C16 16'-4 15/16n o o DJ -4 8x25C16 15'-4 15/16" DH -1 8x25C16 11'-11 1 2" 0� m` I G-1 8x25Z16 8'-7" G-2 8x25Z16 I G-3 8x25Z16 7" 2 1 j G-4 8x25Z16 13'-7 ", BA G-5 8x25Z16 CB 14'-11 " — -1 0.50 17 -10 -ROD 2" EC -1 EC -2 �EC_3'_"' Cwt' EC -4 - FLANGE BRACE TABLE I I 12'-0" I I 12'-0" I N ■� �. - • ENDWALL FRAMING: FRAME LINE 1 ' A 40'-0" OUT -TO -OUT OF STEEL D 15'-0" B 15'-0" C 10'-0" n 7'-Q' n 13'-0' - { Q1" RA12 . ER -3 G g 1 4 ER -4 _ 1"� C — ® — C GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO. ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR. BACKCHARGES FOR MINOR FIELD WORK. EC -5 EC -6 EC -7 -i ENDWALL FRAMING: FRAME LINE 4 2 CLO81 3 CLO83 4 CL020 5 CL050 6 CL122 ROD TO PASS-THRU. 7 CL002 BUTTE COUNTY 8 CL025 I BUILDING DIVISION ; 9 CL244 APPROVED 101 S ROD NOTES: FIELD SLOT GIRTS FOR I ROD TO PASS-THRU. BUTTE COUNTY I BUILDING DIVISION ; APPROVED EC -8 LIBERTY STEEL Customer. LARRY KNIFONG City: FARGO State:ND City: PARADISE State: CA Y Designer. MQZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 Detaller. VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 ENDWALL FRAMING Sht. E5 of i1 12'-0" 13'-0" n �_z Q RF1-1 N Q r 3 75'-0" OUT -TO -OUT OF STEEL 4 3 , 25'-0" 25'-0" -0" - 13'-0" 13'-0" 12'-0" Q RFI -1 F-1 I I _ M , P-1 T w P-3 T _ 1 a I N N r -4 0 I -2 I 0 m M I I I A ` r 3 75'-0" OUT -TO -OUT OF STEEL 4 3 , 25'-0" 25'-0" -0" - 13'-0" 13'-0" 12'-0" Q RFI -1 F-1 I I _ .I 8 I P-1 T P-2 T P-3 T -4 I ER -1 I -2 I RF1-2 I ER -4 I I I I ` S ce " • I I � I , .. I � I I - P-2(Typ)t1 _ 8 g I CB -6 P-3 Typ LI P-1 Typ ' CB -6 I CB -8 LRF1-3 I G I I ER -2 G�,$ I �e8 RF1-3 ER -3 I • E-1 RF1-1 E-2 RF1-1 PURLIN _ LAP2•-0"�-2-0— 2-0 ROOF FRAMING PLAN GENERAL NOTES: _ MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO t— 3 SAG ANGLE TR340 (TYP.) ' � o 0 N O ~ N O a O O 3'-0" x 11'-0" FIELD LOCATED SKY LIGHT (4 REQ'D) ERECTOR TO FIELD CUT ROOF PANELS AS,REQ'D RS100 SKY LIGHT iv ROOF PANEL TR300 N ERECTOR NOTE: USE TR300 AS BACK-UP FOR cci 14x7/8" LAP SCREWS AT SKY LIGHT SIDE LAPS. (TYP) BUTTE COUNTY BUILDING DIVISION ROOF APPROVED SHEETING PANELS: 26 Go. PBR Galvalume/Plain TR104L TIM 0❑5L (Gutter with 4 downspouts & elbows) - TR120. TR067. TR124., TR125. TR140. -TR142 TR104R .. TR10�5R TR042 @ 3'-10' TR041 @ 3'-7' N N rlm_39 N .�. .�+ N (h N cj I, . ' csi I I I I .I I I I I• I I I I I I I' I I I I I I I I jTO.—,N N ml au N I� I, I, 1, I, I- 1, I, I, r, 1� n 1� i_ r� i� I� I� I- n I� •tom f� - 1� 1� - d vo0 00 CD TRIM DETAIL LAYOUT FOR 3'x7' WALKD❑❑R (I REQ'D) (4) TRO01 @ 191-0" i - -. SIDEWALL SHEETING & TRIM: FRAME LINE A - PANELS: 26 Go. GBR - Light Stone _ Ic . i TR104L (Gutter with 4 downspouts & elbows) ~ .TR104R TR10�5L TR120 TR067 TR124 TR125 TR140 TR142 TR100 5R (4) TRO01 @ 19 -0" SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. GBR - Light Stone LIBERTY S GENERAL NOTES: City:FARG MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer.) AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detaller. ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A kt^Ml I A I - A -- -- . I!••T A, n. .., �..� .��r�w�. w• • • /.L..1... BUTTE COUNTY BUILDING DIVISION 'APPROVED 1 I I I I I 1 I I I I I ( I I I II I I I I I 11. i_ • 9 • (4) TRO01 @ 19 -0" SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. GBR - Light Stone LIBERTY S GENERAL NOTES: City:FARG MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer.) AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detaller. ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A kt^Ml I A I - A -- -- . I!••T A, n. .., �..� .��r�w�. w• • • /.L..1... BUTTE COUNTY BUILDING DIVISION 'APPROVED 0IN NI z 1 I I I II w Imo I I I� �IGoII - io of io of F �I f�I Trim_t i i I - - o 0 TRO01 ® 11'-7 1/2" TRO01 ® 2'-6" TRO01 ® 2'-1 1/2" ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. GBR — Light Stone DECAL TR101 i E TR080 TR080 0co inl 0co co Ll (2) TRO01 ®20'-3' I 2'-0' N _ yj LAP , ENDWALL SHEETING & TRIM: FRAME LINE 4 GENERAL NOTES: PANELS: 26 Go.- GBR - Light Stone ; MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO , ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT. HONOR BACKCHARGES FOR MINOR FIELD WORK. i BUTTE COUNTY BUILDING DIVISION ,APPROVED f (2) /12 X 1 1/4' PURLIN 2' W/ B' PURUN SO.S URU 1 Y (a1RE0b•) 4' W/10' PURLIN 1/2.0 X 1 1/4' SIDEWALL GIRT PURUN RA _ _ A307 BOLTS ►- 4153 (SEE rO -`,1 - - - - - - - - - - A30 sOLTs/4 4 (TYP•)(cxozo + 3 I II 2' W/ 8' GIRT o ROOF FRAMING 1 1/2-0 X 1 1/4' (TYP.)(U.N-) 2' 2' W B' GIRT ENDWALL COLUMN 2' 1 4' 4' W/ 10' GIRT �\ CORNER COLUMN , LOCATIONS 1 I (TYPLAN FOR R)(UX _ - _ = - - - _ 4 W/10- GIRT 4020 I I1 CLO20 N a (325/BOLTS 1 3/4 r _ IF REQUIRED) - - ------ - -- CL020 1 11 -ad 1 2- F� ENOWA =- _=- O O - C----- 021gRT I =___- _ N� F.S.) RAFTEas W/10' GIRT ( s CLZ4083 �ES; 4' - - - _ - - - - - a I O O o I O O I 1 v (NCHO/R4•BOLTS FLANGE BRACE SEE ENDWALL FRAMING -- ----- -- - - -- I I ----- - 4' ELEVATIONS FOR I 1 6) 1/2'0 x 1 3/4' 11 0 SIZE AND LOCATIONS ENDWALL RAFTER A325 BOLTS a .� a ENDWALL s 11 (6) 1/� 1 3/4' CLO83 I I CL0g1 VENDWALL GIRT ENDWALL GIRT CORNER COLUMN _ 71/2.0 X 1 1/4' 2 2' • II 0, A307 BOLTS B' ENDWALL COLUMN (BEYOND) ' \ 4050 (TYP.)(U.N.) (SI2- ORWELDED CEE. MEMBER) R�ENDWALL CEL DOUBLE CEE " ENDWALL GIRT (SINGLOR WELDED MEMBER) Al PURLIN TO ENDWALL RAFTER - SENDWALL COLUMN TO ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION D1 CORNER COLUMN GIRT CONNECTION E1 ,CORNER COLUMN BASE SECTION _ SEE ROOF PLAN SEE ROOF PLAN ANTI-ROLL 5 PURLIN PURLIN 1/2.0 X 1 1/4' (TYP-) QIP 4156 (TYP.) DOOR JAMB ' A307 BOLTS } 1/2'0 x 1 1/4' 2' W 11 PI IRI SEE RIGID FRAME (TYP.)(U.N.) _ A307 BOLTS I 4' Wf 10' PURLIN CROSS SECTION ENDWALL COLUMN • I (TYP.) (U.N.) I FOR LOCATION (SINGLE CEE) (2) (2) 1/2'0 CL12Z - AND DIRECTION) ANCHOR BOLTS ANCHOR BOLTS O I O O I _ (4) 1/2-0 x 1 3/4' 2 1/2' (2) 1/2'0 x 1 1/4' _ _ _ O 0 - - - _ A325 BOLTS A307 FIN NECK BOLTS L = O O O O v 23/4' 4153 ' (IF REQ'D.) IPURLIN I/2-0X11/4' ENDWALL RAFTER (4) 1/2.0 X 1 3/4' FLANGE A307 BOLTS A325 BOLTS RIGID FRAME BRACE (TYP.)(U.N.) RIGID FRAME RAFTER (IF REWD.) VARY) MAY E2 ENDWALL COLUMN BASE SECTION E6 DOOR JAMB BASE SECTION F4 ENDWALL RAFTER PEAK CONNECTION G1 FLANGE BRACE AT PURLIN LAP G5 ANTI—ROLL CLIP DETAIL EAVE STRUT PURLIN BRIDGING PURLIN ANGLE (SEE ROOF RIGID FRAME BRAS FRAMOIG PLAN FOR COLUMN (IF REObJ , PIECE MARK AND LOCATION) ;:PUR ENDWALL RAFTER 2' Wl 8' GIRT GIRT 4' WJ 10' GIRT EAVE STRUT ENDWALL GIRT(S) j (OUANTITY OF • + GIRTS VARY) (QUANTITY IR _ R)0 2 N )1/4' S.D.S. O -a O 1 SIDEWALL GIRT(S) (l • ; GIRTS VARY) O O O 1 - PURLIN (TYP.) ------- - - - - -- - - -- - (2)/12 x 1 1/4' S.D.S. SAG ANGLE TR340 I it (2)/12 x 1 1/4' TYP.)(U.N.) (FIELD CUT AND S.D.S. (TYP-) (U.N.) i BEND AS REQ D.) 11/2'0 x 1 1/4- I a A307 BOLTS • � � a (TYP.) (U.N.) . • SAG ANGLE TR340 SAG ANGLE 18340 (TYP) 'SEE SIDEWALL ELEv I SEE SIDEWALL ELEV. BEND I • (SEE ROOF FRAMING i CUT AND BEND AS REO 0.) r T � PLAN FOR LOCATION) ' G6 PURLIN BRIDGING AND SAG ANGLE G7 SIDEWALL GIRT SAG ANGLE CG 8) ENDWALL GIRT SAG ANGLE H1 FLANGE BRACE AT GIRT LAP BUTTE COUNTY _ BUILDING DIVISION - APPROVED LIBERTY STEEL Customer. LARRY KNIFONG City: FARGO State:ND City: PARADISE State:CA Designer. MQZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 Detaller. VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 DETAIL DRAWINGS Sht. E9 of 11 EAVE STRUT w (1) 1/2'0 X 1 3/4' A325 BOLTS • r J45 EAVE STRUT l 2" ENDWALL a (TYP•) _7 RAFTER _ _ _ —_ • ----------------- (6) ----- --- ----(6) 1/Yr X 1 3/4• CLI54 Yi1TH CLO83 I A325 BOLTS (6) 1/2'0 X 1 3/4' CLO81 A325 BOLTS AT GIRT DEPTH I CORNER RIGID FRAME COLUMN COLUMN 14— 16 CORNER COLUMN TO ENDWALL RAFTER J4 EAVE STRUT TO RIGID FRAME + . • -BUTTE COUNTY ` BUILDING DIVISION 'APPROVE® - LIBERTY STEEL Customer. LARRY KNIFONG Ct y- FARGO State: ND City: PARADISE State:CA Designer. MQZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 ' Detailerr VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 DETAIL DRAWINGS Sht. E10 of 11 27 WZr- GIRT COLUMN OR CL244 tO RAFTER WEB IF REO-D.)XBRACE (SEE FRAMING ELEVATIONS t/YrxFIEID LOCATE R DRILL 9/16.0 HOLES AS REOb(TYP) FOR LOCATIONS) WALL PANEL BASE ANGLE A307 BOLTS (U.N.) GIRT CABLE HILLSIDE/t2 X 1 1/4'WASHERS.D.S. CL02 FIELD COPE HEADER STRAND GRIP FLAT (F�REO'D)DE �RE10FLANGE (AS REND) WASHER LOL02 II-- WALKDOOR HEADER EYEBOLT (4) 1/2'0�4�SLOT IN WEB TO INSERT NUT a • a A307.FINNECK 6oL HILLSIDE WASHER . I I WALKDOOR JAMB AND EYEBOLT IFREQ'D) FOUNDATION - I (BY OTHERS) BY OTHERS, MUST BE ADEOUATE • TO SAFELY RESIST THE LOADS ' IN THE REACTION REPORT - (IF APPLICABLE) L9 WALKDOOR JAMB TO GIRT Q3 DIAGONAL CABLE BRACE CONNECTION' (0). ROD BRACE SPLICE' Tt BASE TRIM SECTION + . • -BUTTE COUNTY ` BUILDING DIVISION 'APPROVE® - LIBERTY STEEL Customer. LARRY KNIFONG Ct y- FARGO State: ND City: PARADISE State:CA Designer. MQZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 ' Detailerr VSR Date: 3/12/07 Office: MT Job No.: Checker. VK Date: 3/13/07 Office: MT 10796 DETAIL DRAWINGS Sht. E10 of 11 2 X 1 1/4• SD.S "+ O.C.) INSIDE CLOSURE(RS875D Typ.) b j12 X 1.1/2• SD.S w/ ROPE SEAL ON /12 X 1.1/4' S.D.S TOP OF CLOSURE RAKE ANGLE 4 X 7/8' S.D.S. _ P-6' O.c.) d DOOR JAMB _ TRIM TR140 w/(2) TRIM TROBO ROPE SEAL (RS100) //340 7 SD.S r ROOF PANEL PANELLL F s TR042 O 8• JAMB ` ' ) • WALL PANEL TRO43 O 10 JAMB - HEADER WALL PANEL - _ (IFREO'D) —— — — — TRIM TR120 ROOF PANEL I f SO.S 1 1/4• SDS 1 1/4' OUTSIDE CLOSURE I4.RE-. TRIM TRO40 (1'-v QC•) 1RIM TRO67 /12 X 1 1/4• /12 X 1 1/4• &D.S S.D.S I i INSIDE_ I L_-------- 4X7/8-SD.S � /8' SD.S 4 X 7/8• SD.S CORNER (�'-6' O.C.) + • CLOSURE t' 4 0. O.C.) 4 (1'-0 O.C.) I TRIM TRO20 TRO42 O W HEADER TRIM TRO41 j14 X 7/8• S.D.S. EAVE STRUT I /12 X 1 1/4 S.D.S. TRO43 O 10 HEADER (1'-0. O.C.) I WALL PANEL ter+ (IF REO'D) OUTSIDE CLOSURE WALL PANEL _ . � SIDEWALL PANEL Trim_1 DOOR JAMB TRIM Trim_2 HEADER TRIM Tnm_16 'GUTTER TRIM SECTION Trim_35 RAKE TRIM SECTION Trim_39 CORNER TRIM SECTION 7• AT MOM SKYLIGHT PANEL Y VAIN. _ 1 ' MIN � � ROOF PANEL 1• TR080 02 x 1 1/Y TRO67 S.D.S (TYP) _ ROOF PANEL OR jR1 2p Y' CUTTER STRAP y 5• _ _ _ _ RIDGE CAP - (EAVE GUTTER) o s'—o' O.C.) . 78120. . 1• MIN. _ — _ — ROPE SEAL(RS100) 4 x 7/8' SD.S (EAVE GUTTER) _ Pop 1'-0 0.C.) ROOF PANEL + /14 x 7/8' e - l S.D.S (TV.) ROPE SEAL(RS100) ` ROOF PURUN • TR10 ROOF PANEL (TYp•) L TR124 OP RIVET POP ENDWALL SIDEWALL �(TrP.)MVET� '00' {DOWNSPOUT) (TYP.) PANEL PANEL _ TRIO4ER eOX) TR020 _ SICA KKASII (GULK UTTER - (GUTTER END CAP) _ Trim_40 SKYLIGHT LAP DETAIL AT INTERMEDIATE PURLINS ' BUILDING CORNER DETAIL GUTTER END CAP DETAIL GUTTER/DOWNSPOUT ASSEMBLY RIDGE CAP TR101 TR080 ECAL — BUTTE COUNTY PEAK DETAIL' BUILDING DIVISION t - = APPROVE® LIBERTY EEL Customer. LARRY KNIFONG State: City: PARADISE CC4: FARGOState:CA t� • g � � a ,. = � Designer. MOZ Date: 2/19/07 Drafter. MGK Date: 2/27/07 1c Detailer. VSR Date: 3/12/07 Office: MT Job No.: 1Checker. VK Date: 3/13/07 Office: MT 10796 `�� TRIM DRAWINGS Sht. E11 of 11 d