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MAINTAIN THE GRADE LEVELS AROUND THE BUILDING FLOOR PUN. CONCRETE WORK THE CONCRETE WORK SHALL CONSIST OF ALL NECESSARY PRECAST OR POUR-IN-PLACE CONCRETE AS PER BUILDING PUNS AND SECTIONS. THE CONCRETE SHALL MEET A MINIMUM COMPRESSNE STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH ACI STANDARDS. PRIMARY FRAMING COMPONENTS TRUSSES: WOOD TRUSSES ARE SHOP/PUNT FABRICATED WITH CONNECTOR PLATES PER SPECIFlCATIONS AND CONFORM WITH DESIGN CRITERIA ESTABLISHED BY THE TRUSS PUTE INSTITUTE (TPI) AND THE AMERICAN FOREST AND PAPER ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD (NOS). DC_ DETAILS. RAFTERS: RAFTER SIZES AND TYPE ARE SHOWN PER BUILDING DRAWINGS, COLUMNS: WOOD COLUMNS FOR ROOF, WALL AND FLOOR SUPPORT SHALL BE MULTI-PLY NAIL-UMINATED ~i SOUTHERN YELLOW PINE OR BETTER. EACH PLY OF UPPER AND LOWER PORTIONS (IF REQUIRED) SHALL BE FACTORY JOINED BY CLUED STRUCTURAL FINGER JOINTS BEFORE COLUMN PLIES ARE NAILED TOGETHER. IF PUCED IN GROUND, LOWER PORTION OF COLUMN FOR 12 INCHES MINIMUM ABOVE GROUND SHALL BE PRESERVATIVE TREATED TO .6PCF RETENTION OF CHROMATED COPPER ARSENATE (CCA) TYPE C (OXIDE BASIS). SEE FLOOR PUN AND CROSS SECTIONS FOR CORRECT SIZES. WOOD STUDS: ALL STUD FRAMING SHALL BE ~2 GRADE MINIMUM, PRIMARY FRAMING IS FACTORY CUT TO LENGTHS REQUIRED. STUDS MAY BE A SINGLE PLY/DOUBLE PLY 2X4, 2X6, OR 2X8 MATERIAL. LOCATE STUDS AT 16", 24" OR 48"~O.C. AS SHOWN ON BUILDING DRAWINGS. SECONDARY FRAMING WOOD FRAMING: -ALL WOOD FRAMING SHALL BE #2 GRADE MINIMUM. THE SPECIES WILL VARY PER AVAIUBILIIY AND PUNT LOCATION. THE SPECIES MAY BE #2 MC-19 DOUG FIR URCH UNLESS SPECIFICALLY NOTED OTHERWISE ON BUILDING DRAWINGS. HEADERS: HEADER SIZES AND TYPE ARE SHOWN PER BUILDING DRAWINGS. PANELS ROOF AND WALL PANELS: METAL ROOF AND WAIL PANELS. IF SHOWN ON DRAWING. SHALL BE LESTER 29 GA. (NOMINAL) UNI-RIB. THE PRIMARY RIBS ARE 7/8" HIGH SPACED 12~~ O.C. WITH A 36~~ WIDE PANEL. THERE ARE 3 LOW RIBS BETWEEN THE PRIMARY RIBS AT 3" O.C. FOR ADDITIONAL STIFFENING. THE UNI-RIB PANEL IS MANUFACTURED TO AISI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE BUILDING DRAWINGS AND/OR ORDER FORM FOR SPECIFIC TYPE OF FlNISH REQUIRED. LINER PANEL: LINER PANEL,. FOR INTERIOR USE ONLY, IF SHOWN ON DRAWINGS, SHAH BE (ESTER 30 GA. (NOMINAL) UNI-RIB, THE PRIMARY RIBS ARE 7/8" HIGH SPACED 12" O.C. WRH A 36" WIDE PANEL. THERE ARE 3 LOW RIBS BETWEEN THE PRIMARY RIBS AT 1" O.C. FDR ADDITIONAL STIFFENING. THE UNI-RIB PANEL IS MANUFACTURED TO AISI/ASTM SPECS, WITH AN 80,000 PSI MIN. YIELD POINT AND 82,000 PSI MIN. TENSILE STRENGTH. SEE BUILDING DRAWINGS FOR SPECIFIC LOCATION(S) REQUIRED OTHER METAL CONNECTORS: ALL LIGHT GAUGE METAL CONNECTORS ARE GALVANIZED STEEL TO MEET OR EXCEED REQUIRED DESIGN STANDARDS. WOOD: ALL NON PRESERVATIVE TREATED W000 SHALL BE PUCED A MINIMUM OF 6 INCHES ABOVE FINISHED GRADE UNLESS SPECIFICALLY SHOWN HIGHER ON CROSS SECTION(S). FASTENERS: ALL FASTENERS SHALL BE PER BUILDING DRAWINGS AND DETAILS. 0 S• SEE BUILDING DRAWINGS FOR OTHER SPECIFC MATERIALS REQUIRED FOR SPECIFIC JOB THAT MAY NOT BE INDICATED WITHIN THIS SECTION. AA4 1 0 3 43 ~ VAVRINA~~NCOWN ED BUCHARDTCODE I pRE LESTER LESTER ~U~LDI~G SYSTEMS A DIVISION OF BUTLER MANUFACTURING COMPANY VAVRINA, INC, CLARKSON, NE 68629 PH:402-892-3444 FAX:402-892-3448 owNER: ED BUCHARD Q BLAIR, NE 6l w emLDINC usE: STOAGE Z W CONSTRUCTION ttPE: \~-N C7 AREA: 1320 SO. FIFI ROOF LNE LOAD ~ ROOF DEAD LOAD 0 O CEILING DEAD LOAD J FLOOR DEAD LOAD ~ WIND LOPD _ W EXPOSURE D SOIL BEARING ABBREVIATIONS AND SYMBOLS E - - CENTERLINE plA OR ~ - - DIAMETER SF OR ~ - - SQUARE FEET BLDG - - BUILDING HIM - - BOTTOM CC - - CEMENT COATED COL - - COLUMN CONC - - CONCRETE DF - - DOUGLAS FIR 21 PSF IX'B - - DIAC. CABLE BRACE m - - ExH ucer 3 PSF ® FBO -'- FIRE EXTINGUISHER - - FURNISHED BY OTHEAS (NOT BY LESTER BLOC SYS) 5 PSF FDN - - FOUNDATION fIN - - FINISH NA PSF FL - -FLOOR(ING) Fi - - FOOT OR FEET 8 ~ PSF FO - - FlNISH OPENING GA - - GAUGE B CPLV - - CALVANRED HOR - - HEADER 3000 PSF(PRESUMED) INS - - IIN51LA710NTE LB(S) - - POUNDS REFERENCES UBC-97 ASCE-88 LF - - LINEAR FOOT MO - - CONAETE OPENING MSR - - MACHINE STAESS RATm LUMBER MPH - - MILES PER HOUR O.C. - - ON CENTER OVHO - - OVERHEAD ovxc - - ovERHANc OPG - - OPENING PB - - POLE BARN NAIL (RING BHANX) RO - - ROUGH OPENING P51 - -POUNDS PER SQUARE IN PSF - - POUNDS PER SWAAE F RS - - PoNG SHANK (NHL ) SO - - SOVAAE SYP - - SOUTHERN YELLOW PINE TtcC - - TONGUE AND GROOVE TYP - - TYPICAL TRTD - - TREATED VB - -VAPOR BARRIER WOD - - WINDOW W/ - - WITH w/o - - wlrH our IMPORTANT SAFETY INFORMATION THESE WARNINGS AND SAFETY INS?RUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SPFETY INSTRUCTIONS AND MAY VARY FROM APPLICABLE LAWS AND_REGULANONS. ALL LOCAL, STATE, AND OSHA SAFETY REGULATIONS MUST BE FOLLOWED AT ALL TIMES. THE ERECTION CONTRACTOR HAS ULTIMATE RESPONSIBILItt FOR WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFEfY REGULATIONS. PURLINS, GIRTS AidD BRACING WOOD M`?ABEN$ MAY BREAK UNDER YDUN Ws1GHT CAUSING YOU TO FALL AND 6F. C!lE0 OR SERIOUSLY INJURED, ~~~ IF YOU MUST WPLK ON W000 MEMBERS, STAY WITHIN 1 FOOT OF TRUSS OR COLUMN. ALWAYS USE FALL PROTECTgN. CET AND REPO 'ERECTION SAFEtt INSTRIICTIONS° FROM SUPERWSOR. DIAPHRAGM DESIGN INFORMATION THE BUILDING IS DESIGNED USING THE ROOF AS A DIAPHRAGM (DEEP THIN BEAM) TO TRANSFER SIDEWALL ENDWALL, AND ROOF LOADS TO THE SHEAR WALLS WHICH THEN CARRY THE LOADS TO THE FOUNDATION. STEEL PANELS ARE AN INTEGRAL PART OF THE BUILDING STRUCTURE AND ANY FUTURE FIELD MODIFICATIONS OF LESTER STEEL PANELS MAY BE DETRIMENTAL TO TILE BUILDING'S STRUCTURAL PERFORMANCE. BUILDING DESIGN IS BASED ON THE NUMBER, SIZE AND LOCATION OF OPENINGS ON THE DRAWINGS. LESTERS ASSUMES NO RESPONSIBILItt FOR THE STRUCTURAL INTEGRITY OF THE BUILDING iF ADDITIONAL OPENINGS, NOT SHOWN ON THE DRAWINGS OR CHANGES IN LOCATION OR SIZE OF OPENINGS ARE UNDERTAKEN WITHOUT WRITTEN PERMISSION FROM A LESTEP, REPRESENTATNE. SEE PAGE __ FOR CRITICAL REFERENCE OF DIAPHRAGM FASTENING DETAILS YOU MAY FALL FROM ROOF AND BE KI LLED OR SERIOUSLY INJURED. I PANELS PRE SLIPPERY. USE FNL PRO7ECTOfI ~ PLAY PPNEL CAN COLIPPSE. 00 07 SRP O 005E P E S \ V X N 1 IN L . 00 NO7 SRP ON OR 'NFNY DxE OF PLAID. m xm srtP mnax 3 FEII a Nun Fro. 1005E PPNELS MAY SDOE OUT ' FROU UNDER YOU. -I I II ~ Pmt QV 1005E PNIFIS OR APCxS REVISIONS SYM. PAGE DATE DESCRIPTION BY PAGE INDEX REFERENCE O1 COVU~R Sy~FF,L------------- 02 OOR P'~-------------- Oz SIDEWALL CROSS SECTION -----__-- 04 ENDWALL CROSS SECTION --_-----_ 05 PANEL ELEVATION------__---- 06 ° ~--------------- 07 `~--------------- OS ""~-------------- 09 ~--------------- 10 A'"~--------------- 11 ----------------- 12 ----------------- 13 ----------------- 14 ----------------- 15 ----------------- 16 ----------------- 17 ----------------- 18 ----------------- 19 ----------------- 20 ----------------- 21 ----------------- 22 ----------------- 23 ----------------- 24 ----------------- 25 ----------------- 26 ----------------- 27 ----------------- 28 ----------------- 29 ----------------- 30 ----------------- 31 ----------------- 32 ----------------- 33 ----------------- ~~ / >Tay~~i~ (.,!lit: ~:a_! I f;F ~Er ~ti r~ THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. DA003 I STRUCTURALTOESIGN ONLY FULL o ~ o Q I N rl M ~ o m s ~ H m QQ o ~ tY 3 V J w o Y O m ~ z rc t~ ~ o r~ 00 VN ~W Z¢ ~~ 0 o rO a ON U )C Z ~ XU o ~~ 0 O~ ~~ a ~o~ =az w j= o m.-0: ~ ON~ U WNm m N ro m 3Z U Z O IZOiI Y w FMK o >~U 0 2 U N 2 > N ~ N I W m ~ ~ a o I ~ ~ N W U Ml N r N D ~ ~ °o W Z_ ~~ ~ ~ °LL W ~ E~ ~ ~ a m ¢w J r R1 m ' °wN 0 ~ ~ 0 o m ~" ~ ~ Iw- m ~ o ~ ¢ GUTTER AND 2 OOWNSPOUT(S) TWO SIDEWALL(S) JF272 JF282 JF285 a E1 ' M S2 44'-0" Iz'-D" 12'-D^ 1D'-o^ la'-D^ I o o 1 I I I I I I I I I ' I 2-PLY 2X6 2X6 JAMB COLUMN METAL TO BE SCREW APPLIED F044 ROOF ~---------------- MF044 WALLS ; ~'~ ;~ I kk ~ I I I b I n I I I I I I I ~ ~ k I I kk\ /' 24" X 24k 24' I k ~ I I I k OUPOIA TYP.) I i ~ I o I I I _ O.A062 I k RIDGE LINE i~ ~i i 16'X10' I j a . I ______ -------------- +~+----------+---~E~HEAD--- I .I ° I i__~i I DOOR I m 2X6 JAMB I i k / ~ j I I I 2X2 NAILER 1-PLY 2%6 COLUMN I i kk ,/ ~ ~ ' kkk FG640 STANDARD I ~ I I ' k ~ ; FRAMING I / ~~ FG644 ~ k I ' I I I --'--- ----~~ It k F~ ------ -iT F~ --------'- I ~~ i i i~ i i JAMB TAIM c_________________ ~ LK424 ~ I ' I I I ~~ I I ~ I I I LK464 HEAD TRIM ' \` ``` I I o i ~ X 8Y Y!: X 8y I I I ~ OVERHEAD ~ I OVERHEAD I I I I I I I I DOOR I I DDOR I I I I I I I I I I I I I I I I i ~ I ~ I I I I 12' SIDE & END ~ OVERHANG g'-O" IF450 2'-0" 0 I a M BASIC BUILDING SIZE U J W O CORNER COLUMN I ~ U N ~ a U VNI CORNER COLUMN ~ Y i m Z ~ ~ O o Z > I~N F~~ pp~- zur pp~ z~r I~IA ~~~ rc ° WC d~ lil z °z°~ I I I i t i t l i ic~i~ I l NOTCH COLUMNS I'A TO FACE ENDWALL } f- I rc I I~ I ~~ I I~ W/ OVERHEAD Z r r r I r DOOR OPENING I ~ ~ I I (THIS END) U 2 `~ w ZQ 00 o r I- a O~ x N _Z o ~_ XU ~ M~ E2 9'-0" ~ 10'-0° 10'-0" TRIM CONFIC. ®EAVEIINE 2^T12"- 2'-OT , MF511 CORNER MF566 coR ~® S1 Al FLOOR PLAN SCALE: 3/16" = 1'-0" CORNER TRIM 10 FT FAVE i/2 OF 23' CORNER 7RIM (276") RAKE TRIM 30 FT WIDE 1 - 23' RAKE TRIM (276") MITER CUT ENDWALL PANELS • THE ENDWALL PANELS HAVE BEEN MITER CUT TO MATCH THE ROOF SLOPE OF THE BUILDING (3/12 ). ' OVERHEAD-DOOR OPENINGS IN THE ENDWALLS ALSO HAVE ENDWALL PANELS CUT TD FIT ARCUND THE OPENINGS. ' LAY OUT THE.PANEIS AND MEASURE FOR LENGTH BEFORE FASTENING THE X190 BOTTOM CLOSURE INTO PLACE. THIS WILL HELP ENSURE PROPER FIT NOTES (6) 3 PlY TREATED 2 X 6 - I6' SIOEWALL COLUMNS (4) 2 PLY TREATED 2 X 6 - i6' CORNER COLUMNS (4) 2 PLY TREATED 2 X 6 - 18' ENDWALL COLUMNS (4) 1 PLY TREATED 2 X 6 - 16' SIDEWALL COLUMNS BUILDING COLORS FASTENERS DIMENSIONS ARE BASED ON LAYOUT OF MASONLINE PERIMETER (NOT TO SCALE!) AP410343 VAVRINA~OINC.WN ED BUCHARDT COOS pRE ROOF METAL - ST WWNSCOAT ST CUPOLA BASE - ST WALK DOOR TRIM- ST FASTENER TYPE; L SE N E RRO Rb SIDEWALL - WS ACCENT PANEL - GUTTER - ST WINDOW WA L S OF WAL ENJ ENDWALL - WS GABLE ACCENT - DOWNSPOUT - ST WINDOW TRIM - ST STANDARD NAILS: ^ ^ ^ ^ GABLES WS GABLE NUVER - SLDC DR. PANEL- VENT DOOR - BASE Si INS-WL BATTN - SLDC DR. VERT. - DUTCH DR.FRAME- PASLODE CUN NWLS: ^ ^ ^ ^ EAVE% ASCIA - WS RIDGE VENT - ~ SLD.DDRJTRACHR- SH NCCLESR.INSERT- GALVANIZED SCREWS: ^ ^ ^ ^ GABLE/RAKE - ST CUPOLA ROOF - ST ' OVHD DR TRIM - ST BI-FlA DOOR - COLORED SCREWS: ^X Q ^ ^ SOFFIT WS S CUPOLA BODY- W WALK DOOR- MANSARD RF - -- CODES= BW BONE WHITE CB CLASSIC BRONZE SS SATIN SILVER FG FOREST GREEN CL CLAY CF CLEAR FILON CR COLONIAL AED WS WHITE SAND SG STATE GRAY GM GALVALUME 143 VINTAGE BURGANOY ST SAHARA TAN OB QUARRY BLUE CC CHARCOAL (TRIM ONLY) GZ GALVANIZED WF WHITE FlION NOTE: COLORS ARE FOR LESTER ITEMS. EDCO SOFFIT, SHUTTERS, AND NON UNI-RIB STEEL MAY BE DESIGNATED OTHERWISE BY VENDOR. °a O~ ~~ O D-J~ SOZ w U2 ~ m~K OwNm ~'~' ~~ E • .~:,, o e.k ~~ ~)i~"f ~~1`V N m to 3w z a . ~~ M~ ~g 0 ~- U " , 2., i o ° h z U i ~. ,y~' ", f.i . ~r. JGu~ . t I ~.~+ v i Y ~' L.?sEi~.i~S ~ /~ ie W tt w I N N ~ m w n-~ a o I N z a THIS CERTIFICATION IS LINKED TO THE STRUCTURAL DESIGN U1 `o~ OF THE FRAMING ANO COVERING PARTS MANUFACTURED BY LESTER ~ ~ o BUILDING SYSTEMS (BUTLER MFC CO), ALL OTHER ITEMS SUCH AS ~ Z ~u EQUIPMEM, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, ~ ~ aLL DOORS, FlRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE W J o ~ FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. ~' 0] ¢w DA003 J STRUCTURAL DESIGN ONLY FULL R1 m D: r 0 Z FIELD VERIFY DIRECTION 44'-0" S3" ~3 ~ %s.. 12 3 SLOPE 5 1~2 15' ROOF PURLIN ` TRUSS TO COLUMN CONNECTION FG546 1 JF705 ROOF PURLIN SPACING JF714 ROOF LIVE DAY rP~'K HEEL PURLINS NAILERS JF717 LOAD LENGTH ` PURLIN SPACING PER/BAY PER/BAY 20 12' 7" - 7 SPACES ®24" - 10 1 2" 14 2 ALL TRUSSES HAVE A NOMINAL 10" TRUSS HEEL i 6' , ROOF PURU 5 9/1s" 5 1!A" 5 1/4"° N SPgCING $Ff CHaa97 9/16) ~ Q Z 1Z J/8" J ROOF TO WALL j INTERSECTIDN~ W 9 3/4' m -HEEL o N CHO OOBRACE ®1D' D.c. OPTIONAL OVERHANG JF154 IF658 z I TRUSS BEARING iv ON COLUMN ` ~ G_ ~ SIOEWALI COLUMN LENGTH FAVE coL. Hi LENGTH 10 FT 16' ~ 15' - 0" TRUSS FUdF WIDTH BTM OF PUWH 5 1/2^ (FlNISH GRADE ,o• OD = scL ~ GA172 Iz' oc = ~' ~ FG620 MF724 IF218 FG573 'a _- ca~`TL o WAINSCOAT GIRT MF342 Z d PURLINS W/12" OVERHANG ROOF PURLIN LENGTHS W/ENO OHS 2X6 KD-19 LEFT END BAY INTM BAYS RIGHT ENO BAY BAY A B C 10 FT 118 3/16" 129 11/16" x'702347 12 Ff 156 5/8' 142 3/16" ~ #702351 BEVEL NAILER LENGTHS 2X6 ~ 2 SYP KD-19 LEFT END BAY INTM BAYS RIGHT END BAY BAY D E F 115 7/16" 114 11/16" 10 Fi ~{7D2371 ~` 138 11/16" 139 7/16" 12 Ff ~ X702374 WALL GIRT LENGTHS 2X6 KD-19 LEFT END BAY INTM BAYS RIGHT END BAY BAY C H J 10 Fi 115 3/16" 114 7 16" 12 Fr tae 7/1 s' 13s 3/1s^ CCA PLANK LENGTHS 2X6 CCA .60 KD-19 LEFT END BAY INTM BAYS RIGHT END BAY BAY K L M 10 FT 115 7/16" 114 11/16° 12 Ff 138 11/16" 139 7/16" ` x~ FG480 I <~ ° ~~ BTM OF PLANK o e ~ ROOF SYSTEM ~ V- LLI 7 FG453 ~ w FG640 OPTIONAL CROSS SECTION FOOTINGSCONCRETE OVERHANG - 30 Fi WIDE SIDEWALL: 20"0X8' THICK IG246 IG313 ENDwa.L: le"0XB" THICK NOTE: END INT. TRUSS ° w i`') O I ~ 0 O m M ~ s z Q IW- m Q o ~ ^ ~ ~' K 3 U J w O Y O m m o z o z v ~ ~ ON ~W zQ O~ o rO ON U x W w w XU O ~~ JF346 IG460 IS DROPPED 5 5/B GA122 GA152 2X6 DIAGONAL BRACE FIELD CUi WALL GIRT PRE BUILT IG301 ®ENDWALL O.R. FG522 FG534 ,D' o.D. cDT To Frc ~~ DOOR HEADER Q 1 " ® LEFT ROOF PURLIN ©INTM PURLIN ©RIGHT ROOF PURLIN FG535 12' O.C. a~ ~ ~Q MF566 M F550 ~ ROOF SYSTEM ~ ROOF SYSTEM I I ROOF SYSTEM ~ ~~ ~ I ~ ~\ / BTM. CHORD BRACE BLOCKING W/DROPPED ~ LEFT BEVEL NAILER E INTM BEVEL F RIGHT BEVEL NAILER INT. TRUS$ FG619 FG512 FG512 PRE-BUILT SIDEWPLL COLUMN © LEFT WALL GIRT ~ OINTM GIRT 0 RIGHT WALL GIRT E1 FG478 2X6 TREATED PLANK AT GRADE - ENDWALL METAL PRE-CUT TO FR AT ROOF LEFT CCA PLANK K ~ INTM CCA ~( RIGHT CC4 PLANK SLOPE AND FOR DOOR OPNC$ I . N1 1 BC410343 VAVRIN0.01NCOWN ED BU H0.ROTCODE pRE 1 ~ ~s~r1 Jit I Q 4 ~. ...~ . .~'_r~ i, 2 U 4~ J j ~i', *r~. 7 z > N N N ~ I r~.,-. LI_~:~ ~i~' w 6E w m n ', j a s N o 'J ~"i~ ~ Y "^ Fl ~~> ~ ~~ w ~ ~ U N ~ 4 ~~ f ~ ~, ~r~,: THIS CERTIFlCATION IS LIMBED TO THE SR2UCTURAL DESIGN E E V1 ~ ~ z a a~ o OF THE FRAMING AND COVERING PARTS MANUFACTUR D BY LEST R BUILDING SYSTEMS (SURER MFG CO), PLl OTHER ITEMS SUCH AS ~ ? ~~ EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, (O ~ a4 DOORS, FlRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE J ~ aE FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. m ¢ w DA003 N m RUCTURAL DESIGN ONLY FULL R1 S COL. COL. 10' - 0` END BAY OPTIONAL 10'-D" INTM BAYS 10' - D° END BAY 20' - 0" PLUS INTM BAYS ®1D'-0" EACH COL COL. 12' - 0' END BAY OPTIONAL 12'-0" INTM BAYS 12' - D" END BAY 24' - 0" PLUS INTM BAYS ®12'-0` EACH SIDEWALL ELEVATION SON TREATED 2X6 ~- o x WALL GIRT ~ ~ DOOR FRAME om CUT TO FIT 2 O Z w ~_ m~~ ~ "' 3 ~ O I ~_w ~ ~ U W Nm N w K O jH0 e V' ~ _ 2X6 BEVELED NAILER EMBED 2X6 AT EAYE INTO GROUND E2 TYPICAL SIDEWALL OVERHEAD DOOR OPENING DETAIL 3W 70 WL HAS PRE CAST CONCRETE FOOTINGS w ~ M ~ 80 WL REQUIRE POUR IN PLACE CONC. FTGS. ~ Q p g a ~~-U FELD CUT ENDWALL COLUMN 3 ~ TO FIT BELOW TRUSS TOP CHORD r OPTIONAL / OVERHAANG 2X6 - 112 11/16" GIRTS 2%6 - 11fi 11/16" GIRTS 2X6 - 112 11/16" GIRTS cOL.Q coL.Q3 coL. 30 cOLQ1 2X6 - 112 11/16" GIRTS 2Xfi - 116 11/16" GIRTS 2X6 - 112 11/16" GIRTS 2-PlY TREATED 2X6 PRE-BUILT ENDWALL COLUMN I/ 2X6 - 112 15/16" CCA PLANK 2%6 - 116 15/16" CCA PUNK 2%6 - 112 15/16" CCA PUNK NP _~ ~. :u 9 4 10' - 0" COL. 10' - 0" COL 10' - 0' 30'-0" (OUT TO OUT OF COLUMNS) SOLID PANELED ENDWALL ENDWALL COLUMN LENGTHS FIELD CUT ENDWALL COLUMN I? TO FIT BELOW TRUSS TOP CHORD 3 2%4-6'~ ~ ~ ~ , STIFFENER = _ w N WALL GIRT ~ ~ COLA COL. 30 0 o COL.Q3 o~ o z u= II ~' ~ N ~~ ~ WALL GIRT ~ J ~. J iV N ~ 2-PlY TREATED 2%6 m ~ ~ F~ PRE-BUILT ENDWALL COLUMN ,8 ? `8 z Ill ma ~a ~ ^ ~ CCA PLANK Y W U 9 f =~ N ~O i, Q V LL B ~ Q (CLEAR OPENING) ~ 8 30'-0" (OUT TO OUT OF COLUMNS) ENDWALL W/ CENTERLINE OVERHEAD DOOR OPENING A B DR WIDTH DIMENSION WALL GIRT CCA PUNK 16' - 0° 7' - 0" 75 3/16" 75 7/16" ~ I M w ~ Q I ~ OPTIONAL O ~ m SIDEWALL ~ OVERHANG i ~~ o a U J W O Y O m m o z rc i ~ o w ~ rc ~a 00 U= to `~ w ZQ 3~ a Op a O~ N xZ a- x m ~~ 0 BUILDING HEIGHT SIDE & END COLUMN LENGTHS O1 02 03 10' - 0" 16' - 0" 16' - 0" 18' - 0" 20' - 0" NOTES: 1. SEE CROSS SECTION DRAWING FOR GIRT & PURIIN SPACINGS. 2. THE OVERHEAD DOOR OPNG HEIGHT IS 1 fT lESS THAN FAVE HT FOR 8' AND 9' HIGH BUILDINGS. J. THE OVERHEAD DOOR OPNG HEIGHT IS 2 FT lESS THAN EAVE HT FOR 10' AND 12' HIGH BUILDINGS. BD410343 VAVRINA~OINCOWN &EOO BUCRY~-IDT ODE PRE O a o~ ~~ a ~o~ =oz w j= o m °- D; ~ "' g ~ WNm U Ol N ~ N ~ N 3w Z U ?QZ ZOO w Y ~~~ ~ ~ ` U o > f ~ U ~ 'L ' '~ r ~ ., •, ^ o , r~ , L ,. i v m L, ^n~ LtM ; ~ w ~ " - i / ~ ~ d o I ~ ,~ U~ N W ~ " "' ~~ ~j ~h ~ ~r i~C~ z THIS CERTIFICATION IS UNITED TO THE STRUCTURAL DESIGN ESTER B N a ~ ~ ° o OF THE FRAMING ANO COVERING PARTS MANUFACNRED Y L IT M H A Z ~ BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER S SUC S E ~ h C] EQUIPMENT, VENTIU110N, PLUMBING, ELECTRICAL, ERECTION, aLL (~ J o DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE ~ Lu FLOORS, ETC. IS THE RESPONSIBILffY OF OTHERS. J m ¢w D 003 J A STRUCNRAL DESIGN ONLY FULL RI m NOTE: START GABLE PANEL LAYOUT AT PEAK AND WORK BOTH WAYS El Panel Table ID Color Len A ST 3'-6" 8 WS 7'-6 3/8" C WS 8'-3 3/8" D WS 9'-0 3/8" E WS 9'-9 3/8" F WS 10'-6 3/8" G WS 10'-6 3/8" H WS 9'-9 3/8" I WS 9'-0 3/8" J WS 8'-3 3/8" K WS 7'-6 3/8" B C D E F G H I J K A A A A A A A A A A E1 S1 Panel Toble ID Color Len A ST 3'-6" 8 WS 6'-6 3/4" C WS 2'-0 3/4" C C C C I r I B p 2 ~ I BI r I IB ~ 3 ~ I IB B B B B B B I I BI AI AI IA I A A A A A A AI S1 S2 Panel Table ID Color Len A ST 3'-6" B WS 6'-6 3/4" B B B B B B B B B B B B B B I I I BI A A A A A A A A A A A A A A AI S2 30%44X10 TOWN kCOUNTRY-I CODE 4 CA41O343 VAVRINA, INC. ED BUCHARDT PRE NOTE: START GABLE PANEL LAYOUT AT PEAK AND WORK BOTH WAYS E2 Panel Table ID Color Len A ST 3'-6" B WS 7'-6 3/8" C W5 8'-3 3/8" D WS 9'-0 3/8" E W5 5'-3 3/8" F WS 6'-0 3/8" G WS 6'-0 3/8" H WS 5'-3 3/8" I WS 9'-0 3/8" J WS 8`-3 3/8" K WS 7'-6 3/8" E2 p w Ln O O I ~ M I ~ ~ M w ~y p m V ~ ~ Z O o g U J W p Y O m io z o o v a ro a ON ~ X _Z o ~_ XU 0 of . 0 0 ~~ 0 D=JU w =oz U= w o m'~~ ~ "3 ~ W N O] m N c0 3w Z U z ~'o" w Y ~° o 5 >~ U ~y, ail ,~^~; t C ~~U ... ~;a V r~{ m m z v vi i` V •~; j ,~ ` ' z ~ N ~ r JOSEPH H. : r`~; ~ °" ~~ W ~ N LiE~'E~i w E-C1J' 'p ~/ ~ a ~ I ~' o : r 1!~ •' ~ J U ~ '^1' ~ ~..,. .i ~l~I`s~~~~i ~~~ r - THIS CERTIFICATION IS LINKED TO THE STRUCTURAL DESIGN MA C U BY LESTER T F E z ~ a`f ~ ~ o OF THE FRAMING AND COVERING PAR S NU A T R D F A TH R I M H AS U Z ~ BUILDING SYSTEMS (BUTLER M G CO), LL O TE S S C E ~ ~ ~ EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, tq ^~ J DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECTION, CONCAEEE LU °~ FLOORS, ETC. IS THE RESPONSIBIIn"Y OF OTHERS. J m aw J OO3 D T m A OESIGN ONLY FULL R1 STRUCTURAL 1., DRILL _' DIAMETER HOLES AS PER LOCATIONS ON F100R PLAN. 2 X 6 CCA TREATED SPASH BOARD AT GRADE LINE SPLICE UNI-RIB ,-.~ WAIL PANEL , O O I ~ O `~ 2. REMOVE ALL LOOSE DIRT FROM BOTTOM OF HOLE, ' " ~ #190 BOTTOM 2-PLY CORNER ~ BOTTOM OF HOLE WELL. TAMP 3. POUR CONCRETE INTO THE AUGERED HOLE. (2) 1fid GALV. CLOSURE 1, ~ COLUMN 2X6 WAL L ~ O w 4. LET CONCRETE "SET" OVER NIGHT. i N TS GIRT j 0E-NNL ® EA 5. POSITION WOOD COLUMN IN THE HOLE. 6. BACKFILL HOLE WITH DIRT OR GRAVEL. ENO OF SPLASH - (040140) ~ - 4d GALV. BO% NAIL AT 5' O.C. ° 3-PLY w ~ ? Q ° ~ COLUMN ~ \ FINISH FLOOR FINISH \ _ GRADE 1 ~ ~ 1/2 SADDLE HANGER ~ WOOD COLUMN ~ n Q t ~ w%(s ~~od9cc 4 ~ O 7 LL ) NAILS. (TYPICPL) ° ° U J OUTSIDE EDGE d GRADE UNE ~ IrJ O I I OF 2 (OR 3) \~\~ ~ ~~ X A W 1/Z" SADDLE HANGER O _ - -I _ I_ I _I _ PLY COLUMN 1-RO 2 6 CC \\ ~ \ ~ TREATED PUNK P/N: #045997 W /~6) 10d CC NAILS. i m r m o z I T Z o I X ~K TI NNE I ( FG478 2 2LY COL' CT LLTE R1 FG48O 1 5 TRYZI WALL SYS C AO C q FG5 12 C I N1 T&C WA CON ECT ONS RO m ~ ~ - I I - I CONNE IONS T&G WA . TOWN & CO N LL N I U _ TOENAIL THRU I _ HORIZONTAL BOTTOM CHOAO ~ E ~ BRACE AT ONE SIDE DF COL. FAC OF TRUSS E > II z 0 k DIAGONAL TRUSS BRACE AT ~ w ~ OTHER SIDE OF COLUMN. TRUSS IN SOLID ENOWALLS Z _ m WHERE BTM CHORD ~ a ~ BRACE CONNECTS U = m ¢ Ai COLUMN, OMIT METAL HANGER (Z) 10d NAILS w FROM THIS SIDE D IL - w `~ w w ~ OFO L. ~ SIDE O O BRACE ZQ ~ F m (i) 10d NAIL W/ (J) 10d HrF ~ ~ POURED IN PUCE COMMON NAILS R,yFO FROM THIS o r ~ CONCRETE FOOTING - !q~ SIDE OF a O ~ BRACE rc •-w _ TOE NAIL GABLE OSS BRACE TO TOP T ~ ~Z ~ --- ---- Oa o d~ S CHORD W/ (J) 10d. 0 ~' m X U i a < v i ORO ~ CEMENT COATED NAILS o M ~ , - - TOP VIEW OF ENDWALL COLUMN W/ NOTCH UNDISTURBED 2X6 DIAGONAL TRUSS BRACES - FIEU7 CUT SOIL BELOW FROM PIECES IN THE % FOOTING DIAMETER FLASHING PALLET ;L FG453 F E GS & COUNTRY S YSTEM UM-I 1/2 ft0 TOWN _ - _ o _ _ 10' ON CENTER BUILDINGS ~ ~ro O FIELD NOTCH = _ _ HAVE A SINGLE 2 % 4 HORIZ. ~0 3 ~ Of° L BOTTOM CHORD BRACE SET COLUMN FOR - = IN METAL HANGER Ai INTM Q J w _ TAU55 AND NE%T TO COLUMN rc _ ~ = Z TRUSS - - = AT SOLID ENDWALL 2 X fi DIAGONAL END E ~ - BAY BRACE FROM INTM O] ~ _ - = - TRUSS TOP CHORD TO ENDWALL GABLE TRUSS ~ n ~ N m = _ BOTTOM CHORD ~ - A - NAIL TO SIDE OF COLUMN - KX - W/ (J) IOd CC NWLS - 12' ON CENTER _ = BUILDINGS HAVE - A 2X4 "T" HORIZ. BTM CHORD 'T" BRACE BOTTOM CHORD W/ METAL HANGER BRACE ~ AT TRUSS BTM N CHORD ~ o) W 3 Z 2 PLY (2) 10 CC U ENDWALL - NA1L5 THRU COLUMN ~ BRACE INTO ~ O "I" FRAME u i z FG522 E L 550 T ~ >m~ T&C FASTEN NG CONNECTIONS TRU PAE o ~ U > CONNECTING THE 1W0 POINTS ON THE FRAMING SQUARE ACROSS CONNECTING THE 7W0 POINTS ON THE FRAMING SQUARE ACROSS THE DAGONAL WILL SHOW SLIGHTLY OVER 10 1/4" THE DIAGONAL WILL SHOW SLIGHTLY OVER 10 1/B' CONVERT THIS TO FEET AND INCHES -WILL GIVE YOU A 1 ` I rj A+ ~ a CONVERT THIS TO FEET ANO INCHES -WILL CNE YOU A DIMENSION OF 10' - 3 1/4" LONG POINT TO SHORT POINT DIMENSION OF 10' - 1 3/4" SHORT POINT TO LONG POINT SHORT POINT AT SHORT POINT AT TRUSS HT. MINUS 2X6 HIGHER END HIGHER END ( ~ ~ ~Fh~J ~ ~~~ji'~,,....., ~,T; ,?, ~J''• ~ ~s4i ~~~ ~`' ~ 1L • ';,`•1`( ~ o - N ? > ~ w I ~ ~ PLUMB CUT (6") OF BRACE OF BRACE ww ww w 'y. m=Q ' JCS~"'Fi~ :f'-'.~ ~ T -~ Y.~ ~ w '" g W m " = mr~ a \ ro a 0-' ) 4~'-'O~ ~ n ooN rn 1 m a~u 3`a? I , 3 1I4~.rt POINT \ SN 0 1 I 3az _lV \E \~ N D' SNOTd n ORT p~4" ~a~ LONG TO N r0 l NG POINT ~w~ ~ - ` fl ~J~ ~• /~ .•' ~~,' w ~ N ~ U n " LONG POINT AT THIS WOULD BE 11 7/6" THIS WOULD BE 9 3/4 LONG POINT AT ~ ~~1w~ } LOWER END ON THE FRMIING SQUARE DN THE FRAMING SQUARE LOWER END OF BRACE CF BRACE THIS CERTIFlCATION IS UNITED TD THE STRUCNRAL DESIGN ~ ~ o NOTE.... ONCE YOU FIGURE OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTEft ~ ~ o Z m //~~ONE BRACE, THE OTHER WILL " BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS ~ ~ ~ LONGER JO FT WIDE 10' HEEL 9 7/8" ~ ALWAYS BE 1 1/2 EQUIPMENT, VENTIUTION, PLUMBING, ELECTRICAL, ERECTION, C T PECT ETE o~ V1 ° ~ 10' 0/C BRACE AT 10-10-10 AND 10 1/8" = 10' - 1 /.T" (OR SNORTER). DOORS, FIRE RESISTIVE AEOVIREMEN S, INS ION, CON R R F T R ~ ~ a `. 9 3/4' AND FLOORS, E1C. IS THE RESPONSIBIL Y O O HE S. m ¢w FG534 TRUSS DAGONAL BRACE ANGLE CUTS ip. 10 1/4" = 10' - 3 1/4' DAOO3 ENGINEER STAMP FOR T I N N F R1 'J- m TOWN & COUNTRY RF SYSTEM 3/8 AD STRUC URAL DES G O LY ULL CONNECTING THE TWO PDINTS ON THE FRAMING SQUARE ACROSS CONNECTING THE TWO POINTS ON THE FRAMING SQUARE ACROSS ° " ~ ~ O ~+ THE DIACONAL WILL SHOW SIICHRY OVER 12 1/4 THE DIAGONAL WILL SHOW SLICHFLY UNDER 12 1/8 TRUSS 2%6 ~2 SYP/DFL BEV. W O i m CONVERT THIS TO FEET AND INCHES -WILL GNE YOU A CONVERT THIS TO FEET AND INCHES -WILL GIVE YOU A DIMENSION DF 12' - 2 1/2" LONG ~POINi TO SHORT POINT DIMENSION OF 12' - 1" SHORT POINT TO LONG POINT / (3) tOd CC NAILS TOE-NAIL ®EA END ~ rTRUSS HT. SHORT POIM AT SHORT POINT AT I MINUS 2x6 HIGHER END CIGHER END 11 OF BRACE OF BRACE w ww PLUMB CUT (6") m SAVE FRAMING SEE FG552 . FG552 SET TOP OF BEVEL EVEN WITH TOP OF~ FACE CUT f L TOP CHORD ' Q w ~ w ~ ~ I`~ ? O ~~ a ~ ~ m~o ~o~' "~ m SON - 1 `\``~`~~\~`~ 2x6 ~2 SYP/DFL BEV. ¢ U o ~. ~ 3 z POINT ~ " O ~ 1 ~ d CC NA1L5 / A3) N~~ n 12' , 2 SHORT NG TD \ i N SH RT "~ TO ION m-"^~ ~ ~~ ~ ® F END ------------ I rH~ LO 11' - 10 12" LONG POINT AT THIS WOULD BE 11 7/8' LOWER END ON THE FRAMING SQUARE C a PO/NT rNw 11' - 9" THIS WOULD BE 11 3/4' ~LDNG POINT AT ON THE FRAMING SQUARE LOWER END \ 1 MID-BAY STIFFENER SEE: IF2 ~ H COLUMN ~ U OF BRACE OF BRACE NOTE,... ONCE YOU FIGURE ~ TRUSS TO CO U N 13 1/2° SOFFIT J 30 FT WIDE 10" HEEL 11 7/8"~ ONE BRACE, THE OTHER WILL ALWAYS BE 1 1/z' LONGER L M W/(5) tOd CC NAILS. UAUOFUBEVNNAILER NAILER Y O 12' 0/C BRACE AT 10-10-1D AND 12 1/8" = 12' - 1° (OR SHORTER). ° COLUMN m m $ z 11 3/4 " ~ FG535 TOW S&ICOUMRY RFC SYSTE 12 1/4 2 - 2 1/2 FG546 S O NG " FG573 SOFFIT HANG, AlUM: SHA y EZ ~ ~ p N M 3/8 RO TkC TRUSS CONNECTIONS 1.5 RO S FLU NON NSET) 10d COM ENDWALL TRUSS OR SIOEWALL BEV 2X6 SYP/OFl ~2 - BLOCKING. FIELD CUT '~ ~`~ ~ TD ATTACH BOTTOM (2) 1 1/4" SHEAR NAILS INTO TRUSS "f' N (IF REO . AILER NAILER UIRED~ } ~ ~ hr i ~ \ ,~ CHORD BRACES. _ 1 ``` \ ~\`` ` ~ EACH FLANGE 4 NAILS TOTAL CHORD BOTTOM BTM. CHORD BRACE a U U U2 i l ~` I 7 I ~ \ w I i I i I I BOTTOM CHORD BRACE. FLUSH MOUNT 2 X 4 METAL HANGER NOTCH WALL COLUMN Z U ~ I % I I SIZE MAY VARY. 1 1/2° FOR SPECIFIC 3 ~ i I ~ P/N: 045994 Z CONDITION (BEVEL i ° U o r r i j e o HALER, OR ENOWALL TRU55) ~ a u l O ~ ' ~ - " " lOd CC o ~ N x z N ~ x18 3 PLATE, CUT NAILS ® " _ _ ~ ~ IN HALF (P/N: 0465D7) 16 O.C. w o 2 e PLACED ®EA. SIDE z ~ ~ i Od CC m X U OF TRUSS W/(9) 1 I/4" X 10 GA v PRE-FABRICATED NAILS @ o ~ ~ SHEAR NAILS PER 9" PLATE. KIT ~: 741044 " (2) tOd COMMON NA1L5 z ~ ~ BOX HEADER FG644 12 O.C. PRE-FABRICATED ~ BOX HEADER PLATES EACH BOTTOM CHORD OF (2) 9 END OF BLOCKING TOE NAIL THRU 2X4 - m 2%6 TRACK TO DOOR POST . INT. TRUSS, (4) 9" PLATES TOTAL INTO TRUSS EACH FLANGE (2) 2X4 BOTTOM o NAILER (FILLER) ~ W/(4) 10d CC PER BLOCK. 4 NAILS TOTAL CHORD BRACE _ o r FG644 NAILS @ EA. END. FG619 B R H 1 FG620 B D ON " o YWA1E o 0 DROPPED NT TRUSS (EW OVERHANC) R OWN & COUNTRY ROOF SYSTEM I.S =1 RO a (2) 10 GA % -~ 1 1/4 SHFAR NAILS (2) 10 GA K 1 1/4' FULL SADDLE HANGER 2-PLY TRUSS/RAFTER SHEAR NAILS z z QG• ~ B ~ ~ (TYP.) rr 1 P/N: X045999 (2X6) (TYP.) ~ a Qf ~~Oro 1 o COLUMN ®SIDE OF NSIQE Q O m \` \ OPENING CO GUR T O F I ~ - ~~,,~ GIRT TO 1-PLY x o z U TRUSS r~K \ I I ( N A N MAY vARr) _ ~ -- ~~' DOCR POST ~ (2) 10d CC w ~ ~ 2 ~ m ~ ro cL n ,' DF 2x6 d NAILS. ~ ° N m \ o FULL SADDLE HANGER FULL SADDLE HANGER FULL SADDLE HANGER ~ 1-PLY TRUSS/RAFTER 2-PLY TRUSS/RAFTER 1-PLY TRUSS/RAFTER ~ SLOPE CONCRETE THRU P/N: 045996 (2X4 P/N: 045999 (2%6) ~ ; P/N: 045996 (2X4) OPENING ~ P/N: D45998 (2X6 P/N: 045998 (2X6) y ¢~~:~v°. = ¢'Cv°: 2X4: 2))) ' ~ 10d~ CDI~MON qRICHE (7yP) ° (P/N 04b026) SIDE OF POCKET WITH 'LOWER° TABS MUST FACE o zxa: ~z~ RIDGE ~ S 1/2 A' ~ ~ 1rSl~l u l SADDLE ~ N ~ m m ioa' 4 e A NG 0 5 97 3 z cD 1 MaN ~ H ER P 9 /N: 4 ~ BRICHr NAILS W/ 2-PLY DOOR POST ?QZ KIT: 741194 2X6 741192 2X4 KIT: 741195 (2%6) KIT: 741194 2X6 741192 2x4 kIT: 741195 2X6 (6) 1Od CC NAILS, d°~~ HANCER ON DLE GA122 X I CO R8 GA152 E HANGER A? %4 T U O B? FG640 TID ~ H GO C FG644 R FASTEN R8 F w ~~ S PURUN TD TRUSS NNECTI R N O TTR LER SS CONN CTION WN OUN RY BID SYSTEM 3/4 & Rt 0 TkC OVERHEAD DOOR RAMINC U 1 OR 2 PLY NOM. 2X4 0 > ~ FLUSH MOUNT HANGER P/N: 045994 (2X4) ~ TRU55/RAFTER SIZE LENGTH 12 13 n ~ i V~ ~ ~ P/N: D46000 (2X6) 6 HANGER FOR 2X8 SE 2 24 24 6 'C S~ ' \(a •"' Cj' ~' '•~~'!;O a o (U X BTM CHORD MID 2%4 ~ , ' "'•:1 ~dl m w w ~ HANGER FOR 2x5 BTM f , o •' ',~~',i 1i z ~ n CHORD BRACE CONNECTION) 2X4 STIFFENER 4':. ,)~1~CPTT ~' ''`-~, ~, l ~ w I FIELD-CUT ANO LOCATED Q- % I,~,r~ ~ Lli_~L~ ~~ w m ~ AT MIO-BAY AS SHOWN, (;, ' ~ W/(2) tOd CC NAILS ~ -Q ~ ~ w ~ a F I EA. END. m FASCIA/FAVE \~ - • A ~~ ~ ••''"}\OJ~ C ; ~~ r ~ ~ U N ~ ~ NAILER C ~' ~1~~1 i' COLUMN 10) GA ISHFAR NAILS. THIS CERiIFlCATION IS UNITED TO THE STRUCTURAL DESIGN OF ESTER T E B ~ o ~ ~ ~ o TYP 4 ( ) 0 IF~CAEATER THAN 10' O C BAY THE FRAMING AND COVERING PARTS MANUFAC UR D Y L BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER REMS SUCH AS ~ Z ~U 2X :2 -2X6: ~4; . , SPACING EXISTS: EVENLY SPACE 2X SOFFR NAILER EQUIPMEM, VENTILATION, PLUM8INC, ELECTRICAL, ERECTION, DOORS FlRE RESIST EQUIREMENTS INSPECTION CONCRETE E ~ ~ ULL W J o ~ 10d COMMON KR: 741190 2X4) E ADDITIONAL 2X4 FIAT STIFFENERS . () PLACEMENT AT COLUMN , , , IV R F R I I Y F H R ~ ~ a '~ BRIGHT NAILS KR: 741196 2X6 & 2X8) CONFIGURATION MAY VARY. LOO S, ETC. IS THE RESPONS BIL T O OT S. E ~ m ¢w GA172 HANGER R7 TT M6 H R R H IF218 VE FRAMINGY SOFFR~~IL;R STAN A Z DAOO m BO O C O D B ACES DARD EA EO J STRUCTURAL DESIGN ONLY FULL Rt (2)-3"X6" NAIL PLATE ((CUT FROM 3"XIB" ROOF FASTENERS %° r RT-17 UTCLIP P/N: 046045 6 RAKE BOARD / O ~' P/N ~046501~ W/(3) 1 1/4 X 10 GA N NLS EA HALF E ~ SAVE FRAMING 2 x REQUIRED DN EACH 2%6 BLOCK ~ NAILED TO PURLIN CONNECTION KIT: 741121 ENDS W/2-16d R.S. O I M w = ~ Q L) . 2X6 OVERFANG BLOCK (6 TOTA =~' MF724 ~ ~ X670 "l" TRIM f 1 1 o m ~}' 1 4d GALV. BOX I FASTEN ROOF SHEATHING. TO 4-16d R.S. NAILS ® ^7 NAJlS ®24' O.C. I " ~I 2X6 BLOCKING ~ ('~ BLOCK TO COLUMN ' ~ I I I BETWEEN STANDARD ROOF PUALINS 4j Q ? O o 2X6 BLOCKING ~'/ C g~d ~ , ' i L ----- i --~ " 2X6 BLOCKING ' O ' ~ 1 ~ I ax ° ~ (2) 1 1/4 X ~ BETWEEN PURLINS (2) 1 1/4 X f0 GA. 1 y+= -zc ,~ s ~ i 10 GA SHEAR SHEAR NNLS AT EACH - ,;qx ,, (1) 4d GALV. BOX I NAILS AT EACH FLANGE TO "U" CLIP FLANGE TO THE 2%6 BLOCKING (4 TOTAL) ~ ------- ----------- ~ ~- " ~-- ------- ----~;:_^~'------- ----~-------------------- NAIL AT MIDPOINT AND SPLICE OF E0. PANEL I I PURLIN U X ' I COLUMN TO TRUSS CONNECT SEE FF360 SERIES OF DETAILS. RED METAL TRUSS TOP CHORD (2) 1 1/4 X / A H ~ ~ ~ ~ SOFF ` o NNLS AT EACH i Y O FLANGE TO ~ PURLIN o m m z SCALE: 3/4" ~ • / 3 x IF658 ~RHANG FE T " R2 ROOF VOGKIPU~LINS o Rt~11 o RT-I7 °U" CUP SHEATHING o ~ rc 2X6 RAKE BOARD FRAMNG STANDARD AVE 2 B TOP 2X~ ~1' FS IG246 IG313 TOE-NP1L W/(2) 10d ~ 1 o O TRUSS B~ ~G3~ ~ {{{~~~ ///```~~~12 ~`• " ` 0 U S C 1 I/8 ~ Cy10R ~ I ~ " " ON ONE B ~C A ° pw~ (~ ~`\ 'SUSS tOP Z X6 NAIL PLATE 3 N P R I ~ END ( TOT L ) o o v ~ d (O E E S DE) ~ i O 2X6 BLOCKING ' ~ LOCATOR TAB usm w% xiGHEA U 1/2 SADDLE HANGER AT ONE END OF THE BETWEEN PURLINS A 519 0 .% # 1 Loans ~ ~~ CORNER caLUMN BLOCKING GA142 a 51 NOTES: ~ ~1~ ~ (5) 1 1/4" X 10 GA 1. "U" CLIP SHALL BE INSTALLED BEFORE PURLIN 1S SHEAR NAILS THRU SET W THE RT-17 PURLIN CLIP. Dt z 0 Z ~ 3~ O O r B NA1 R X L NIN - - ~ METAL FANGE INTO RT 17 F W T T ~ O 2X6 OVERHANG BLOCK ROOF PURLIN ~ - L GE O RUSS SHOULD BE LOCATED TRUSS TOP CHORD 2. ON INSIDE OF BUILDING. k 118 3. IF PURLIN IS LOCATED AT COLUMN LOCATION, THE RT-17 SHALL BE INSTALLED ON THE OUTSIDE OF ~ THE BUILDING. USE 16d RING SHANK NA1L5 AT THE 116 COLUMN LOCATION 1 1/4" NAILS MAY FlLL THE a ~ o o ~ X w ~ x U o ~ ~ ' BEV. FASCIA 2X6 BLOCKING W/ (5)-IDd TRUSS TOP . g REMAINDER OF HOLES NOT LOCATED ON COLUMN. NAILER CC NMLS CHORD 4. FIELD VERIFY LOCATION OF RT-II CLIPS RELATNE i i i i i NNL THRU PURLIN TO ENOWALI COLUMNS BEFORE INSTALLATION. ~ INTO BLOCKING W/(2) LOCATOR TABS ON THE Ri-17 ARE USED FOR 5 S 10d CC NAILS ®ONE . PROPER POSTIONING DF THE CLIP AND PURLIN. (2)-16d R.S. NNL END 6 PURLIN MPRKS ON THE CABLE TRUSS MAY BE IF450 O " E G IG301 EfVIEEN PUR LINS L IG246 BABL E Et~D O a A N " I . / AR R N O APPLIED OVHG. CORNER FIELD FRAMINC I Et I OVERHANG CETAI~ END RO O ROOF SYS UNI R 3 OC R NTERMEDIATE TRUSS ( OR 4/ 2 R OF SLOPE). Q FASTEN ROOF PANELS PER INSULATION ENDS Om ~ ~ PRE-FABRICATED ~ „A„ ____ '~ ---- JF042 OR JF044 (STANDARD AT BUILDING LINE. r 3 ro O O' 2X6/2X2 RIOCE NAILER RAKE BOARDS CONNECT AT RIDGE W/(2) 10d f-------- ' END PANEL FASTENING) FOR RIGID INSULATION, ~ PLACE 2" STRIP OF n Q J ACC NAILS. \ X670 FASCM ____ ------- ~ --( ~ ~ ~ ~ ~ I ~ l s INSUL. AT NAILER 3 TO MAINTAIN HEIGHT, ^ •• rc w W =Oz Ux ~ \ 2X6 BOTTOM TRIM - ---- - y ~ ' ° m .- ~ BLOCKING PENS FASTEN WITH 4d ROOF/ENO GALV. BOX NAIL ~ I FRAMING AT 24" O.C. 1 -- ~~ F^ c~i D N g W N m ~ I VERIFY ROOF PURLIN 4d GALV BO% NAIL IG3O1 ' ---- -TT--- I L ORIENTATION ON X-SECTIONS . ~ 5 O.C. ~i `~ ~~ ~ ~ ~ ~ I COLORED METAL SOLID SOFFlT - I I ~ FASTEN WITH (2) 4d I ~ i - FASTEN WITH A 1 1/2" ~ " \ i \ ~ ~ ~ ~ T R \ GALV. BOX NAIL PER PANEL I I I I MEAMEDIATE FASTENING NAIL/SCREW ®12 O.C. i i IF COLORED SCREWS ARE USED I COLOR TO MATCH TRIM. i ~ RAFTE at 2X6 RAKE BOARD FASTEN AT EACH REFER TO 'M" DETAIL SECTION FOR INSIDE - X170 TRIM / i TOP EAVE TRIM J i +-4d NAIL ~ ` N ~p ~ ROOF PURLIN W/ RAKE 1fid R S NAILS 2 CORNER CONNECTION NOMINAL "A" ACNAL PANEL I i - W 3 ( . ) . OVERHANG OVERHANG LENGTH SAVE TRIM/ I z Lj BOARD 12" 13 1 2" 12 3 4" END & SPLICE FASTENING ~ SOFFIT 1" ~ Z Q Z - 24" 24 1/2" 24" Q ~ ~ IG313 L " L IR ~ PP~ IG460 SS FFIT T~C E w%~ uL " ~ R8 ~ 9 X 2" SCREW JF154 TRIM E GP E " E4 W M ~ j E END OVHC DETAI 1 GAB USS S R1 I 67 TRIM / SOFFI L ~ 9 X 1 I/2" SCREW UNI RIB ROOF ANEL -I 2 ~ O i Q O g X871 GUTTER HANGER ~ > " O FASTENED ®2' O.C. UNDER MINOR CORRUGATION W/ WOODCRIP SCREWS. ~~~ ~' ~~ ~~) ! ~ , C~~L,.•~••••.,~( n a ~ INSIDE RUBBER 6" p ~, CLOSURE (36° LONG) -_J~ U ROOF - ~`,• ~ • ~~~ '~ ' '• ~'n w w ro z o n 1 A" ~ ~ 5 p . Oi T~ sIOJC~i (H. : i ~ I ~ ~ I 1 l1~ o ~n -'j ~ ~ ~ 1 ~ .APPLICATION OF UNI-RIB PANELS WITH SCREWS Q.. tCtK-~ I ~1-~~L a w ~ m ~ w n a F I j ' USE ~ 9 X 1 1/2" ttPE i7 MILL POINT HEX HEAD SCREWS W ~ N ROOF FRAMING I WITH EPDM RUBBER WASHER AT 'FLATS" OF PANEL PART NUMBER 041000 W/ SUFFI% RANGE `~jr~ "°' •• • ~ ' • ~• ~ ~ 0 ^ ~ L, {{1 (~ Vr ~~ ~~ I \ I FASTEN GUTTER W/ ' USE ~ 9 X 2° ttPE 17 MILL POINT HE% HEAD SCREWS WRH ' " L m ~9X 11/2° COLOR EPDM RUBBER WASHER AT MAIOR RIB OF PANEL WDODCRIP SCREWS PART NUMBER 041020 W/ SUFFIX RANGE i 8 4' 0.0. ° WITH RIGID INSULATION: UP TO 1" THICK, INCREASE SCREW " THIS CERTIFlCATION IS LIMBED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTUftEO BY LESTER VI o~ ~ ~ o I I X869 TOP TRIM I I FOR GUTTER LENGTH BY 1 2 MORE THAN STANDARD / IF INSUL IS MORE THAN I" THINK, INCREASE LENGTH BY 1" BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER REMS SUCH AS 41 Z_ o h ~ ~ I I X830 LESTER GUTTER i i " " EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, 9LL (n J o P/N 142830 I i WALL SHEATHING 'PRIOR TO PANEL APPLICATION, AVOID WALKING ON MAJOR RIBS DOORS, FIRE RESISTIVE REQUIREMENTS, INSPECNON, CONCRETE W E J TO PREVENT DAMAGE Fl00RS, ETC. IS THE RESPONSIBILITY OF OTHERS. m <w JF272 AG NM L EJ~ 6 JF044 P R F DA003 0 S m SiANDARD UTTER FASTENI G R --RIB R METAL UPDATE-1999 1/2 UNI E2 STRUCTURAL IGN ONLY FULL R1 CUi END OF GUTTER TO MATCH RAKE TRIM n N (J9X11/2" WOODGRIP SCREW TO FRAMING. , ? 'T/4" ` W00 GR USE SILT SEALANT AT END LEFT AND RIGHT ENDCAPS ARE OF SAME CONFIGURATION AND AAE INTERCHANGEABLE. FASTENING LESTER GUTTER TO RARE JF282 STANDARD GUTTER CONNECTION 2"=1 FASTEN WITH A 1 1/2" NAIL/SCREW 0 EACH PURLIN IF COLORED SCREWS ARE USED, COLOR TO MATCH TRIM. NAIL PANEL AT SIOELAP BEAD W/10d CC NAILS BETWEEN PURLINS~ I~`~~ 4P rR X820 RAKE TRIM I FASTEN WRH A 1 1/2° NAIL/SCREW 012" O.C. IF COLORED SCREWS ARE USED, COLOR TO MATCH TRIM. I I L-_----______. x!670 TRIM FASTEN W/4d GALV. BO% NAJL 0 24" O,C. JF346 ALB OVERIHANGS TJNING W/OVERHANG TRIM NOS 1 DOWN CLINCf ~ 141830 SI (TYPICAL) FASTEN INTO FRALIINC W/ STANDARD W/ FASTENER. DOWNSPOUT- ~ 141820 SERIES (TYPICAL) DOWN ELBOW - ~ 141860 SERIES (TYPICAL) _ _ I _ FINISH FLOOR HEIGHT I FOR UNI-I ANO UM-II ' 3^ ovu ounEr ~ 141870 SERIE ESTER GUTTER 142830 SERIE'. DOWN ELBOW ~ 141860 SERIE', ALL CONNECTIONS: (1) ge z 3/4" oARt O w o O I ~ N M ~ O m s ~ z Q ~ ° r } 0: 3 U J ,! Y O IF UNI-RIB WALL METAL: ~ m m o LINE UP DOWNSPOUT HOLE z IN FLATS OF METAL. ~ ~ ~ ~ o ~ rc O ~ I K DETERMINE LOCATION, ~ Z CUi HOLE SMALLER THAN OUTLET, FORCE OUnET O O THROUGH HOLE, AND CAULK U N INSIDE AND OUTSIDE EDGES. ~ w ZQ EAVE GOWN Q ~ HEIGHT BANDS o r ~ 8' 3 a o to 10 4 2" SPLICE m Z K 12' 4 (TYPICAL) o V ~. _ 14' S ~ m O Q I6' S ° n ~ ~ I I 18 7 // i 20' 7 I go n ~7Y uNrtl SCREW IN FIAT. I 64 LESTER DOWNSPOUT CONNECTION 48 R4 JF285 STANDARD GUTTER CONNECTIONS 1.5" E1 DISi. FROM PEAK TO PANEL EDGE FASTENER M~ BE PLACED ON UNI-FRAME 5' REF) I"~~ - - - - ~ 1ST RIB OF RIDGECAP! FRWALL k FRAMELOK 4 1/2 (REI (7" DOWN FROM PEAK) TOWN & COUNTRY VARIES ~~ OF CAULK 11/2" I ~TPoN ENDS 0 ROTH THIS DISTANCE MAY VARY SLIGHTLY Ll ENDS OF BUILDING. RIDCECAP METAL SHOULD BE ALIGNED PER SPECIFlC EAVE DETAILS -SEE OOF PANEL 3" JF SERIES DETAILS FASTEN WITH A 2' NAIL/SCREW 0 6" O.C. ~------ START 0 NIGH RIB. IF COLORED SCREWS ARE USED, COLOR TO MATCH RIOCE CAP. PRE-FORMED RIDGECAP1 (FILON =BONE WHITE) f f f If i 1 i ~ ,~ I i I FINISH_FLOOR HEIGHT FOR UNI-I AND UNI-II - j f `~~ i AG RELATED BUILDINGS CENTER "LARGE° LOGO AT FIRST HORIZONTAL WOOD NAILER FROM PEAK IN GABLE ARFA FASTEN WITH A 2° NAIL/SCREW I ' FASTENER PER JF714 ------- OUTSIDE RUBBER FASJFNF~R PER JF042 IF FILON RIDCECAP: CLOSURE OR JF044 0 EA SIDE RIDGE CA ¢870 PEAK BOX RARE RIDCECAP TO ROOF FASTENING 196 METAL ROOF FASTENING 3" R2 (2) AT FRONT FACE FLAT. FASTEN WITH 1 1/2" NAILS/SCREWS WITH OVERHANG. FASTEN WITH 2" NAILS/SCREWS WITHOUT OVERHANG. (2) 0 TOP THROUGH RIDCECAP FASTEN WITH 2" NA1L5/SCREWS //~~/ / ` 1 X 4 - 12" WOOD ~L,y//// BLOCK NAILED TO PEAK SUPPLY BY ERECTOR JF714 TRIMETOR OOFE FASTENING RIDS/4AP1 E2 USE SIUCCNE SEALANT AT SPLICE ~~ NOTCH UP AND LAP ENDS BY 2". ~P FA) ACE (4 TOTA;T SCREW 0 P 1~T6 ~ . Ij P WP ~i 21'8 t'( 2) THROUGH FROM INTO BLOCKING CODE BLDGS. ADD LOGO FIRST. SEE JF717) FASTEN WITH 2" NA11S/SCREWS of HIGH RIB. COMMERCIAL RELATED BUILDINGS ~ i ~ JF717 " E PLC ATIONS 3/4 =1 AC & CODE AP E1 - IF THERE IS ROLLED WNYL DOOR INSULATION FASTEN STOP (F.B.O.) INSULATION tsl THEN FASTEN W'RH INSTALL TRIM " n ! T~Uli7fJJ vT~;l.•••• ~.,5 ~~ I ~ ` ` • ' C ,r,. ~J . ~1D X 1-1/2 HEX HEAD WOOD i~ ~ • ' ';J.!T ~. ~ •~ ~4~~ ` IF TRIM / B J TS R GRIP SCREW 0 " , ~ r~ . ~ r HI I 8 o.c. Jv~;c~4' 4. ; n , a eENO usr LEC OF "C" TRIM BACK r rc -,~ ;;N L~°.3~~ FOR HI RIB OF = SEE CHART 2 (~H^ ~, UNI-RIB AS SHOWN o ~ FOR JAMB ~ I m ~ TRIM SME ' ~ • ~ NUMBER t,/ti • ~ FASTEN WALL l `•', ••.•••• " i:}• ~~y~ Iw ~ Of ~ U PANEL W/ STANDARD WALL NAIL JAMB TRIM '-' WITH 4d CALV. ..V ~ 1 i FASTENERS 0 NAIL AT 36" O.C. • 12" O.C. ALONG OPENING JAMB DEPTH TRIM STYLE # TRIM LEC DEPTH 5"-6' y520 5" 7"-8" }}510 7" 8,5"-9.5° 550 B.5" THIS CERTIFICATION IS LIMITED TO THE STRUCNRAL DESIGN 1 4° REVEAL OF THE FRAMING AND COVERING PARTS MANUFACNRED BY LESTER BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, X890 "C" TRIM FASTEN WRH p00RS, FlRE RESISTIVE REQUIREMENTS, INSPECTION, CONCRETE 4d GALV. NAILS AT 36" O.C. FLOORS, ETC. IS THE RESPONSIBILITY OF OTHERS. LK424 SoANDARDEOVERH OHDOOR FLASHING 3° R1 DA003 SNRUCTURAITDESIGN ONLY FULL R1 O O tt~ to O ~Ot~o =0Z w j= ~ 0]~0: ~ "' 3 ~ ~ N O) u rn N to 3w U Z ZEN Y w ~ x`10= o >~U 0 2 U N Z $ N ~ N I ~ ~ n a o I ~ ~ N VW~/ U M z N a ~ `o ~ O U W Z u ~ ~ °~ ~ J a~ v ~ a`. 0] a F m RUBBER -.-- ^--CLOSURE ENS N .~ W/(<) ke~X 3/4 DART SCREWS i USE NANUS -CLEAR CAULK AT ALL SPUCE E; JF705 HEAD FR. DEPTH TRIM STYLE ~ TRIM LEG DEPTH IF THERE IS ROLLED BLANKET INSULATION FASTEN THE USE ~9 X 11/2" SCREWS ~ SPLICE 4d GAL. BOX ~ NAIL AT 5' O.C. ~ FASTEN WITH (2) 1 1/2" O ~+ 5"-6" X520 5° , INSULATION FIRST, THEN IN "FLATS" & A ~f9 X 2' SCREW " " NAIL/SCREW ®FACH FRAMING LOCATION O = ' 7"-B" X510 T INSTALL THE FVSHING d,, AT M410R RIB OF PANEL SIDE IF COLORED SCREWS ARE USED, r ~ ~' , I - -. ~ COLOR TO MATCH TRIM l 8.5"-9.5" 550 B.5' I . ( OVE L ` ° " '' r 1 O rc 0 ENIN6 '~j~l I X230 TRIM ,L I Z Imo SHOULD ALWAYS FALL ON "FLAT' f`7 FASTEN TRIMS W/ 4d I '~ . ~ X820 METAL Fw- o m SEE CFV+RT " ° ' D.C. CALV. NAILS AT 36 VERIFY WAIL GIRT 0 ATION ON BEN TRI ~ CORNER TRIM -------- - ---- -- - - -- p r - X-SECTIONS D Z M TO FORM CORNER ~ d y~ X250 WlOREO METAL "J" TRIM ACROSS TOP ~ X820 CORNER TRIM TO BUTT INTO °Z" TRIM ON TOP k BTM. I I } FAS ' TEN WRH A 1 1/2 ~ NNL/SCREW ® 12" O.C. I ~ WALL PANEL U VINYL DOOR STOP (F.B.O.) SEE CHART FOR USE ~ 9 X 1 1/2" SCREWS IN "FLATS" NEXT TO MNOR RIBS CUT OUT IF COLORED SCREWS ARE USED, ~ COLOR TO MATCH WALL PANEL. i ~ w O TRIM STYLE NUMBER {j1D X 1 1/2" HEX HEAD d: A /) 9 X 2" SCREW AT THE MNOR 'RIB" OF PANEL SIDE LdP ~ PIECES Y m O m i WODD GRIP SCREW AT 8' O.C. INTERMEDIATE GIRT FASTENING END & Laa F A ST EN I NG • Z o N . , , ~ . y ~ ~ ~ LK464 STANDARD OVHO DOOR FIASHING 3" R ""'~ ~ ~ r ~1 1 L- OM M F511 R ZCREW M M F N EO o ~ 2 " " CLOSURE BEND WALL ETAL k TRIM FPSTENING TRUSS OVERHANG 5' DEEP FACE TAIL W/ BEVELED ~ ON BEVEL NNLE 9 X 2 DRAIN SCREW SCREW 1 1/2 CHANNEL ~ SEE CROSS SECTION FOR PANEL LENGTH FASTEN WALL PANELS X820 TAIM }f670 TRIM X670 TRIM FULL ~ r NAILER ® FASCIA MAKE A PLUMB f N "PANEL SIDE LAP" WALLS FUT PER MF042 OR MF04 " ' ' LENGTH OF SOFFli SOFFIT / X140 OR ~ Z O THE X1670 COLORED CU FASCI4 TRIM I X670 FLASHING X230 Z TRIM ~ RIP WALL GIRT TO FR +190 BOTTOM / / FJS'122" ] 0. I APPLICATION OF UNI-RIB PANELS CLDSUAE / ~/ ~ TRIM AT a2 METAL SOFFIT AT ~ TH SI WA WITH SCREWS ENDWALL ~ ~ E OE LL " " " 2X_ WAINSCOT MAKE SLOT IN END P N w Z X670 FASCIA • USE ~ 9 X 1 1/2 TYPE A MILL. POINT HEX HEAD SCREWS ' ' NAILER ~I w SOFFR -= A EL. ADO MITER Q 3 MAKE TWO FlELD CUTS WITH EPDM RUBBER WASHER AT MTS .OF PANEL ~I z o -- I z ~ O O BEND THE BOTTOM SNIP THE BACK RETURN . " " ° u w ~ 'w ~ w~ -- &170 == I I I PANEL ABOVE 190 TRIM ~ ° rr LEC ALONG T HE LIP AND THEN .USE # 9 X 2 TYPE A MILL POIM HEX HEAD SCREWS WITH " " m I x ~ u TRIM = = I IF NE ES A a O to 1" SURFACE SNIP THE FRONT FACE EPDM RUBBER WASHER AT MAIOR RIB OF PANEL x z -= I C S RY, w ~ o ~ o °= - CAULK AT TOP ~ X ? \ BACK TO A DETERMINED + AT INTERMEDIATE GIRT CONNECTIONS, LOCATE SCREWS INSIDE " " " w I I w u - I I I OF X190 w ~ POINT f1ATS , AND AT THE MNOR RIB OF PANEL SIDE LAP ~ WAINSCOT I I w oQ I I ~ I ENDWALL ~ m XU AT PANEL LAP SPLICES AND AT THE ENDS, LOCATE SCREWS IN PANEL I I N o3 #140 OR i I I I METAL o M~ FIATS" NEXT TO MAJOR RIBS, ANO ON MAJOR "RIB" OF PANEL #1g0 BOTTOM ~ x ~ TAM T2" ~ I I I /820 CORNER FOLD THE LOWER LEG SO R IS SIDE V,P ~ o I I I I ~ \ PARALLEL WITH THE SIDEWALL + PRIOR TO PANEL APPLICATION. AVOID WALKING ON MAJOR "RIBS" CLOSURE (2 3/4" DOWN m SIDLWALL I I BU TTS UNDER SOFFIT AND LOCATE A 4D CALV IN ORDER TO PREVENT DAMAGE ON 2X8 CCA) I X190 BOTTOM NNL THRU METAL INTO RAKE BOARD - . CLOSURE AND I ~ I II ~ ~1~~ FlTS INTO "F" _ V ~ ~~ WALL METAL TRIM AT SIDEWALL MF550 FR M AN UNIO G 1 1 E " ~ 8 MF044 FASTENISC PATTE 3~ " WALLS I MF342 IDEWALL UNI ~~~ ~ W L E O MF566 C A N GR " O A - Si DARD FLASHING5 1 1 /2 E R 4 UN RIB R1 FLUSH RAAIE UN I C L E4 WALL METpL ANO TR M FASTEN N I/2 R2 Q O ROOF DIMENSIONS 24" X 24" 23 5/8 ~ ~ m X142 -122' FJS TRIM PITCH "A" NOM.SIZE ~ °g" OM.SIZE "C" NOTE: CUPOLA BASE TRIM I- 3 ~ a O m (LOCATION IN RELATION SOFFT PANELS TO NAILER MAY VARY) 3/12 6 3 8 2X8 9 I6" 2X6 10 5 8' MAY NEED TO BE FIELD (OUT-TO-OUT) / " ~ w 2 O (CONFIGURATION MAY VARY) MODIFIED ON 3/12 ROOF 4/12 7 1/4" 2X8 7/8" 2X6 10 7 8" PITCH BUILDINGS " " ~ w Z U= m ~ 4d NNL ®18' O.C. " 5/12 8 1/4 2X10 5 3/16" 2X6 11 3 8" ~ m o j ~ Q N g " ~ 6/12 9 1/4" 2X10 5 1/2" 2X6 11 1/2" u W N07 7/12 10 I/4" 2X12 3/4" 2X8 1 15 16 NAIL THRU STANDARD PURUN SOFFIT NALER ~- OR TOP H R B/12 I1 1/4" 2X12 6" 2X8 12 J 8" INTO END OF 2X4 W/ (2) lOd CC NAILS ++ C O D OF GABLE TRUSS ~~ 9/12 12 3/76 2-2X8 6 1/4' 2X8 11 7/g" FASTENER PER MF042 OR MF044 (STANDARD 10/12 13 3/16 2-2X8 1 16'2X8 13 7/16 / END FASTENING) 11/12 14 3/16 2-2X8 6 9/16" 2X8 14" ~ m N 12/12 15 3/16 2X6,2X106 3 4" 2X8 14 9 16 NNL THRU RIDGE NALER co °~ WAIL PANEL INTO END OF 2X4 W/ `o (2) 10d CC NAILS 3 w U z Z_o . TRUS ~3 SECURELY FASTEN BOX FRAMING S (0 O O Q ~ N M F72 4 k F M L W M~ L ~ 9+ TOA -FOR CUPOLA TO 2Xfi BLOCKING WRH 1 Od CC NNLS TOE-NAILED ~ ~ r7 ~ META ALL T I FASTEN NG J E3 D _ GTE (SEE ABOVE FOR DIMENSIONS) Q Q g _ __ -- \\\ ~ a >~U \\ \ - \\ FASTEN CORNERS (2) tOd \ WITH (2) 10d CC. r L U~I~I ~a ~ ~ a \ NAILS (ttP) CC NAILS I \ ~ C C~ Cj~ ,••, "•.`f ''"~• C ~ o m n j • F VV t w w fl 10d CC NAILS \+ I ~ % r. °• f+~ JO E~N H : ~+ ' ~ w I '^ STANDARD 2X6/2X2 I o . > ~ ~ g ~ w m RIDGE PURUN IN 2X4 FlELD CUT TO S40DLE POCKETS ; ~~~~I:~ • ~ ~ ~ ~ FlT BETWEEN PURLIN 2X6 BLOCKIN (DO NOT CUT PURLIN ~, ~ d ~ I AND RIDGE NAILER FOR FLASHING THROUGH OPENING) LOWERED 1-1/2" TOE-NNL °~,f ~ ~ N w u ,° TO 2 6/2X2 RIDGE PURUN STANDARD ROOF PURLIN WITH (2) 10d •" ~ ~~" ". / T~/"~""°p,"•••, J//w}~ C Vf SL~ ~ IN SADDLE POCKETS CC NNLS I y NOT : 1X2 NAIL THRU STANDARD PURLIN WHEN 12 1/4' MATERIAL RECUESTED THIS CERTIFlCATION IS LIMITED TO THE STRUCNRAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER N d ~ ~ °o , INTO END OF 2X4 W / USE A STANDARD 2X12 AND FIELD BUILDING SYSTEMS (BUTLER MFG CO), All OTHER ITEMS SUCH AS Z u (2) lOd CC NAILS APPLY A 1X2 TD 90' END N EQUIPMENT, VENTILATION, PLUMBING, ELECTRICAL, ERECTION, ~ ~ aLL x DOORS, FIRE RESISTNE REQUIREMENTS, INSPECTION, CDNCRETE Lu '~ °~ NOTE: FRlV,1E5 THAT TARE TWO N FLOORS, ETC. IS THE RESPONSIBILffY OF OTHERS. J ~ a - PIECES OF LUMBER NEED m aw OA062 UNI FR IE BUILOINCECUPOLAPFR MIN 1" , 3"X18" ~ I DA003 m A M G R1 PLATE N THE FE LD STRUCTURAL DESIGN ONLY FULL Rt