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18-007 (10) • r :10 , - , , , , 4 1 . 01)• \ 4 I 1.4.1. * * * (1111°P/Illi*:)4 .14 41.114 I . it 4 . • ■ / ` ' ,7 / Qo 9 d ` � \ J 4 4 f N x Y s / 1..: I l 4 O W.. b _ 5 4.A.,,, ( / bi �4. 'r q"lk STORAGE f TRAILER s r} i f i h y' ° iy 7` .t , / ,,,,,;:'::,,? ,,,'"%:, ., ',: , , ,,,,, , ' '''''''' . , / ', :1' , , ' - ''''',,,'" ff.i.0 , - ,. I PC r w E. ti 1 STORY ‘e)l't� t)1- METAL fr o �' • BUILDING 1 G I t H t ' 1/4..0 1 STORY i /.... METAL COMMERCIAL BUILDING SPLICE - \ /890 • 'C' TRW SCREW AT 1111) POINT 1= m 2' `i� �-• USE W /OVHO & K 0 P BETWEEN RTS AT p 9 LAP to GALV. BOX A I (1 BETWEEN CARTS) WVLAT ` \- i 1.00R /12 X 5/B -` VERIFY IO ON • STITCH SCREW X-SECTIONS J 4" -.--- ASSUMED �' I - .. 4 . FLOOR • 1' • 1' - - - - .� ____ USE /9 X 1 1/2' SCREWS THICKNESS REMOVE BACK N 'FIATS' NEXT TO MAJOR RIBS O _ OF 2nd TAB BEND O �.. ES N PUKE SIDE • 'PANFI SIDE LAP' Po & A /9 X 2' SCREW AT THE 1- O IT MAJOR 'B' OF PANEL SIDE ue E E g SQUARE EOC DIAGONAL CUT EDGES. TOP VIEW INTERMEDIATE GIRT FASTENING FNO & LAP FASTENING x 46 BONE GRADE. U IRE TO 2X8 CCA El M F 1 42 I 19NER° CLOSURE - PROPOSED I o MF143 � ° N M - 000RS 48 1� E -41--"1—r-14— M -1 E1 _ 19 X 2 19 X 1 1/2' G 5" DEEP FACE (2) 1 1/2' TAIL W / BEVELED \,' ON BEVEL NAILER LENGTH OF SOFFIT /820 Dam / /6 SCREW CHANNEL 0 EACH FRAMING LOCATION 1670 TRIM FULL SCREWS ARE USED. NAILER 0 FASCIA ATCH TRIM. MAKE A PLUMB /670 COLORED •_ CUT ON THE '/ FR T 2• ' PANEL SLOE LAP' WALLS :19.6r FASCIA TRIM \\\\ /670 FLASHING /190 BOTTOM CLOSURE TRIM - • ` • .J11. . : A.A. METAL SOFFIT AT ' ,i/li A T THE SIOEVIAU_ MAKE SLOT • USE 1 9 X 1 1/2" TYPE A' 11111 POINT HEX HEAD SCREWS /820 METAL SOFFIT ' N ENO PANEL. WITH EPDM RUBBER WASHER AT 'FLATS' OF PANEL CORNER TRIM /670 FASCIA _ TWO _ _ ��_ I ADO MITER _ BEND THE BOTTOM SNIP THE BACK RETURN fPoM = I I I I /190 IRIIM E EPOM RUBBER WASHER AT ^ RIB « OF PANESCREWS WITH o LEG ALONG THE UP AND THEN ms ,. I BEND BOTTOM O 1" SURFACE SNIP THE FRONT FACE � -/ .� AS SHOWN • USE /12 X 5/8 STICH SCREW WITH EPOM RUBBER WASHER AT E4 X O w BACK TO A DETERMINED j I I MID P OINT OF MAJOR 'RIB' BETWEEN GIRTS POINT I I ENDWALL • AT INTERMEDIATE GIRT CONNECTIONS, LOCATE SCREWS INSIDE A X - O 1142 TRIM I I I METAL 'FLATS AND AT THE MAJOR 'RIB' OF PANEL SIDE LAP R N D t WALL PANEL ' ' I FJS -122' I /820 CORNER • AT PANEL LAP SPLICES AND AT THE ENDS, LOCATE SCREWS IN FOLD THE LOWER LEG 50 IT 5 TRIM AT TRIM FITS SIOEWALL 'FIATS' NEXT TO MAJOR RIBS, AND ON MAJOR 'PoB' OF PANEL PARALLEL WITH THE SIDEWALL IMO /190 SIDE LAP O � SOFFIT AND LOCATE A 40 CALV BOTTOM NAIL THRU METAL INTO RAKE BDARO CLOSURE ANO • PRIOR TO PANEL APPUCATION. AVOID WALKING ON MAJOR 'RIBS' Z a ` WALL � FITS INTO 'F IN ORDER TO PREVENT DAMAGE 0 TRIM AT SIDEWALI y INC NAIL OR SCREW 64 END & SIDE OVERHUNG TRIM TRANSITION 4B SIDE AND END OVHC, METAL SOFFIT 16 SCREW FASTENING PATTERN - WALLS 24 cr H- O FA 2 -1 OD M F550 UNI -FRAME SVNOARO FLASHINGS 1 1/2" R1 MF566 WALL METAL ANO TRIM FASTENING 1/2' R2 MF —A UM - RIB PANELS (W/ ONE STITCH SCREW) I PRE O tn'4 V7 0 11,1 ENOS AT BOTH Z DS OF BUILDING /152 RIDGE CAP FIBER VENT WITH ce o (PN: 141152) OUTSIDE COLSURE - EL EDGE OF ROOF STEEL (PN: 086022) f i W Z = H a to cr /9 X 2" HMO SCREW WITH EPDM u > N Z RUBBER WASHER . :i *i • Ott* EACH , •••• 1 •••`/ 10 ._ to l ik Q Z 0 i AY i. K O \�' p 6 6' -..t.". 2X4 RIDGE PURUN U IA LT. Z H La CR USE MANUS CAULK 1 F- /152 RIOGECAP 64 LAP RIDCECAP 6' � C9 3 1 G 2" E0 AT ALL SPLICES AT ALL SPLICES ta ?>? 0: F- RI CC'40 o W Ih Z ovIll OF 44 4 c y � tn A. DOUGLAS R. s cwt.; 0 lCOENIG ' « 1 1 MI IA * z * 22 � g x2 L 1'F Q2 i W I 2 444, _ 1UC U. Y THIS CERTIFICATION IS UNITED TO THE STRUCTURAL DESIGN VI u o OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER D; BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS ti Z /1 v (8-12 SCRAP cuT /� Q �, FROM 2X MATERIAL) ;//f' /1 f; �--- 2 %4 HORIZ. HEAD FRAMING EXTEPoOR ABOVE THE DOOR OPENING / /250 'J' TRIM TO LAP J /B' (� PAST HEAD FRAYNC (TYPICAL) PENN 2X4 VERTICAL DOOR JAMB \ z • NOTE: /250 'J' TRW CORRUGATED E SIDING L/890 • C • TRIM , TEMPORARY BLOCKING TO BE /9X1 1/2' SCREW OR 1 1 2' CUT FACE O P O R w PLACED ON HINGED SIDE OF GALV. R S NAIL FASTENED THRU BB ASEST IM LAP OVER I' F- DOOR FRAME. (BLOCKING TO I WALL METAL ANO TRIM INTO BE REMOVED AFTER 0008 /690 'C' TRIM BUTTS FRAMING. 8 FRAME HAS BEEN SECURED) INTO UNDERSIDE OF /250 'J' TRIM I t f MB TRIO SPLASH PLANK 189 o RUNS COLUMN TO COLUMN 1890 TRIM TO LAP 3/8' � ► IOTCHED TO ASSUMED FLOOR KC47 1 I w*uc E FINISH FL H Al22 METAL RO PAST JA AMB FRAMING (TYPICAL) `, 1 WENNG THROUGH DOOR EYE BOLT MUST CO THROUGH METAL IN DOOR AND ME; [ _ LINE UP WITH BUI CR LATCH, WALL GILT 6 NEEDED ABOVE 1%4 TRTD WALK DOOR SILL t VERTICAL JAYSS MUST BE PLUMB FALSE HEADER YOU RAVE 1 MORE TITAN Y -66 ' OF F HEADROOM. TUNS COLUMN TO COLUMN ASTENED TO BACK SIDE OF 0 5/16' PLASH PLANK W /10d CC . � HOLE WALL METAL AILS AT 12 O.C. WALL GIRT I : ONCRETE FLOOR , I Y�iUY t1 A7 IF REQUIRED) z I SEE FLOOR OP PLAN AND w E / ; DETA L: I F0 ___I x 1 4 W '%4 VERTICAL NAILER ! DooR _ 'X4 VERi. DOOR JA48, ttt EYE BOLT WITH g -- / 0 0 O Z 1- ASTENEO TO 2X4 VERT. 2-NUTS I t I L _ J 1 FOR FALSE HEADER N N �- � - J WLER W /10d CC NAILS AND SEE S 12 D.C. \ 2-WASHERS a al DETAI LK ___I V-21 `3 /1 ALLOH THE REQUIRED TO FASTEN WITH ER X /9 o U 0 X_ WALK GIRT FASTENED TO BE SQUARED IN THE OPENING PAN HEAD SCREWS 1- V -21 BUMPER LATCH ? p ERT. NAILER W /(2) 1Od CC P /N: 642913 0 y tx AILS KC460 I MAUL DOOR WINSTALL FRA 2000 3/4' 24 KC598 J V-21 WAUC 0000 INSTALLATION BUMPER 2- 64 x a Lit" HEAD FR. TRIM TRW LEG i Rn Z 2a4 BLOCK( IF THERE 6 ROLLED DEPTH STYLE / DEPTH W ad x O INSET 1 1/2• INSULATION FASTEN a O r FROM BACK NSULATI N 1st THEN VINYL DOOR 5' - 6 • /520 5• 0 ° SIDE OF COLUMN INSTALL TRIM. STOP (F.0.0.) 7'-8' 1510 7 / ' 2 0 1 10' PC. MN. BS' -9.5' 1550 _ B r & O M NAT. TO COLUMN 1E1BlM- / METAL ABOVE COLUMN SIDE OF o W Z F o I 1/ W/(4) -1 6d RING !1[[S-8IB J OPENING I OPENING .- Q J .- O SHANK NABS BEND LAST LEG OF • C • TRIM BACK \ (CONFIGURATION 41Y VARY) FOR HI RIB OF t'• 44 5' O.C. SEE CHART FASTEN TRIMS W/ 4d u > N Z UNI -RIB AS SHOWN 111 GALV. NAILS AT 5' 0.C. I T W ---- SEE CHART G • y FOR JAMB I p Q FASTEN MALI TRIM STYLE ^ ' r P' FASTENER TO FASTEN BOTH STEEL t TRIM i x SLOPE CONCRETE THRU ,o ® I NUMBER Leo JAMB NAIL JAMB TRAY S) PANEL W/ � _ a : "v :: a -:� :. OPENING Z O • (IF REQUIRED) STANDARD WAIL '�!IC WITH 4d GALV. '- K ".: ! v -` C -� I= FASTENERS 0 NAIL AT 5' 0.C. /250 COLORED 0 Q SECTION 12- 0.C. ALONG OPENING \ M ACROSS IORED ° a JAMB TRIM TRIM LEG \ VINYL DOOR a 0 DEPTH STYLE 1 DEPTH 1 FLUSH 94E7 COLUI6N: 5 -6 1520 5• 1/4 REVEAL STOP (F.B.O.) SEE CHART FOR 0 MI W PLY SIZE TO MATCH 7' -6• /510 7 /690 'C' TRIM FASTEN WITH SEE STYLE Z N H- WALLRCOLIAWS OTHER 6.5• -9. 5' /550 B' 4d GALV. NAILS AT 36' O.C. NUMBER _ W W (NUUABER OF PUSS 000R OPENING FLASHING 96 DOOR OPENING FLASHING 96 UNI -I OR FLAT SLAB UNI -II DR SECTION 24 °L = MAY VARY) LK424 I V STANDARD OVERHEAD DOOR FLASHING 3 R2 LK464 STANDARD MID DOOR FLASHING 3 EO LK 1 0 � OVERHEAD DOOR STANDARD OPENING 3/4 RI M IA n K c WI O NAIL TO COLUMB : L / Y (3 1 ) 0 1 R /(3)164 RING 1 SHANK NNlS • s .e y noo V KOENIG ,4 O r o 0 z <me LI 4‹, ' s = ° YOo J Irrte " I g O p ' MALI GIRT -� /►1 _ , K m W 2X_ FILLER 4 T I � > '/��/ E0 FLUSH TO INSIDE /> [/ / Za: do. it OF OPENING IAM8(S) ONLY REQUIRED IF THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN to a- A STRUCTURAL HEADER IS OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER C� 1 3 OCATED ABOVE. SEE FLOOR BUALDING SYSTEMS (BUTLER NEC CO), ALL OTHER ITEMS SUCH AS Lu Z U !!!!!!":2 ' DOWN ELBOW o ( E 30 S ) ERIES) _ 1 141860 SERIES Araiiiii I 1� �� r-L- ALL CONNECTIONS: 1820 RAKE TRIM FASTEN WITH A 11/2 Ilk (1) 18 X 3/4' DART SCREW — 1 / 3 a � R T Ewa SCREW • 30' 0.C. i 1 - (4 TOTAL). , 4 II I E /670 TRW FASTEN W /4d � L - 7 - ~ O IF UNI -RIB WALL METAL: GA/ BOX NAL a S' O.C. J g g t DOWN CLINCHER BAND , O�OWNSPO�UT HOLE Y 141830 SERIES CABLE TRIMS FASTENING W /OVERHANG 96 J F346 ALL OVERHANGS 3 E1 I► tom I r FASTEN INTO DETERMINE LOCATION, FRAMING W/ CUT HOLE SMALLER THAN RAKE TRIM STANDARD WAU OUTLET, FORCE OUTLET EXTENDS 1 1/2' FASTENER. THROUGH HOLE. MID CAULK PAST DER, INSIDE AND OUTSIDE EDGES. '1 HEIGHT I DOWNSPOUT BANDS w I 1 141820 SERIES 8' 3 E 03 0 (TYPICAL) 10' 4 (T SPLICE X U ;+� 12' 4 (TYPICAL) - 11 n ` 14' S X O A ir ' 14 I E RIES 18' 7 R N � i.. 20' 7 _ _ _ FINISH FLOOR HEIGHT FNISH FLOOR HEIGHT _ /8 X 3/4' OART I FOR UNI -I AND UNI -U FOR UNI -1 ANO UM-II - Z to SCREW IN FLAT. I - O 0 J F2 8 5 I STMa CO CONNECTION " 1.s E 1 6 I o �n Q FROM PEAK TO PANEL EDGE V7 0 -BANE 5' (REF) AJ WALK DOOR ACTUAL ACTUAL x o _LOK 4 1/2 (REF) NOMIN LE STER LESTER o I - & COUNTRY VARIES & WINDOW DOOR DOOR DOOR RECOMMENDED RECOMMENDED o r a NSTANCE MAY' VARY SUCHI'LY - FRAME FRAME 3 : °: i SHOU BE ALIGNED PER ROUGH OPENING SIZE R.O. WIDTH R.O. HEIGHT a o= 1C EA M DETAILS - SEE CHART WIDTH HEIGH • I- tiES • 4f° u >N2 .............,7 AJ SERIES 2668 31 9/16" 80 3/8" 31 3/4" 81" 3100 WALK DOORS 3068 37 9/16" 80 3/8" 37 3/4" 81" o ■ z o 0 2668 33 13/16" 80 5/8" 34" 81" o 2 L PER Fo44 AJ SERIES 3068 39 13/16" 80 5/8" 40" 81" o -I 1 MON RIDCE 5100 WALK 4068 51 1/8" 80 5/8 51 3/8 81" z 1- 6068 76 7/ 16" 80 5/8" 76 3/4" g 1 " 1 041010 IN FLAT DOORS W N cr w 8068 99 80 5/8" 99 1 /4" 81 " 4 W 'is; CS a W 2 2668 33 11/16" 80 5/8" 34" 81" in AJ SERIES 3068 39 11/16" 80 5/8" 40" 81" ���J,�1H0> q� Sgc . 7 A oo 61 WALK 4068 51" 80 5/8" 51 1/4" 81" p DOORS 6068 76 5/16" 80 5/8" 76 1/2" 81" 7 _ �m w g z g., .13.". 8068 98 7/8" 80 5/8" 99 1/8" 81" ` / ^d l §BmW IF CONCRETE DROP EXISTS CONCRETE OPENING = ROUGH OPENING WIDTH + 3 "'�/ 9 §0 1 '1► /, ■ `�ndcJiau. AJ 310, 500, 900, & ALL AJ WINDOW ROUGH OPENINGS = WINDOW NOMINAL SIZE THIS CERTIFICATION 1S UNITED TO THE STRUCTURAL DESIGN Y In 905 SERIES EXAMPLE: 3X4 OR 3040 WINDOW ROUGH OPENING = 36" X 48" BBUILDI EMS AND COVERING CO), ALL OTHER ITEMS SUCH�AS W z .5 8 i- m a— _� J SOFFIT TO FASCIA NAILER .../ OROED �` `° 9 A _ I ! / 2 1 1 �` W I A g 1 U NOMINAL PURUN ACTUAL o COLORED METAL OVERHANG EXTENSION OVERHANG p e O SOFFIT 12" 12" 13 1/2' 16" 15' 16 1/2' NOTEH DO NOT USE THE STANDARD RAKE BOARD g g i 24' 23' 24 1 /2' TOP CHORO MARKING TO LOCATE THE LOCATION WILL FF1T W/ FASTENERS 84 I SOFFIT PANELS - P/N RANGE 085101- 085139 I END OVERHANG SECTION & ISOMETRIC 132 BE HIGHER UUP TOP CHORD. T i 1 & XXVNECTIONS 2 R2 1142 -122' FJS -TRIM - P/N 085185 IG234 VIEWS W /OVHG CHART UNI -FRAME 1 At H R2 I■III■1 RT -17 P /N: 046044 2 ■ 6 FLAKE BOARD R -17 U-CLP P/N: 046045 TOE -NAIL W /(2) lDd RIDGE NAILED TO PURUN CONNECTION KIT: 741121 CC NAILS. EACH SIDE CONFIC MAY VARY RAKE BOARDS CONNECT ENDS W/2 -16d R.S. YNT METAL ROOF U S( ENO (4 BLOCKING NONE SEE CROSS-SECTION / AT RIDGE W /(2) 10d (2) /9 X 1 1/2' SCREWS 400" 1 CC NAILS. WITH WOOD DECK USE 2X6 BLOCKING ROOF SHEATHING TO 8d NAILS AT 6" O.C. BETWEEN PURUNS 2X6 BLOCIONG BLOCKING BETWEEN STANDARD BETWEEN ` ``````" ROOF PURUNS W/ * S \ .7 'X6 'Xa BLOCKING fr. /�� (IG301 \-„-„-,:.- b IEIWEEN PURUWS w (2) . � a. 03 HEAR NAI AT EACH 94 O ) �� FIANCE TO THE 2X6 4Ipp.°'' W N 0 P CLIP BLOCKING (4 TOTAL) ROOF PURUN TRUSS ^ 1 / BARTER , / a X — O )\ (2) 1 1/4" X R N N \ TR55 TO 2X6 RAKE BOARD 10 CA SHEAR \, CHORD FASTEN AT F�1CH1 PURUN W/ \ \ NAILS AT EACH • I NAIL THRU PURUN RAKE \ ROOF PURUN 16d R.S. NAILS ■ PUR x 0 10d CC NAILS O w/(2) BOARD ? O ENO U7 CLIP 110 �Ya• mplb • 0 10' o FI ti IG301 1 END E OVERHANGG DETGAILS PURL 1=1 Ro IG313 I TRUSS OVERHANGTDET L PEO CABLE END" R2 O Q l�e 4 )1 o OF TRUSS N 0 HANGER ' G � � ° 1 1/8 12 CA — 871 MINOR GUTTER 2' CORRUGATION W NDER Ce Z 0 ,�S .10? 4-_-_-_-_- / ~ = 0. • `� / / INSIDE RU9 H EX HEAD SCREWS. 8ER O LOCATOR TAB 93 R .0 ../ ,. // / _ _ 6 CLOSURE (J6' LONG) i w Z F NOTES: 1 1 '1' g // a > N Z u VERIFY ROOF PURLW (5) 1 1/4" X 10 CA. 1. "U• CUP SHALL BE INSTALLED BEFORE PURLIN IS ORIENTATION ON . I M FLANGE THRU SET IN THE RT -17 PURUN CUP. X- SECTIONS r TRUSS TOP CH010 2. RT -17 FLANGE TO TRUSS SHOULD BE LOCATED f0 ON INSIDE OF BUILDING. ROOF FRAMING 0 , 3 F PURLIN 5 LOCATED AT COLUMN LOCATION. THE I w 00 0 / RT -17 SHAU. BE INSTALLED ON THE OUTSIDE OF INTERMEDIATE TE FASTENING 1 I .., FASTEN GUTTER W/ F 111E BUILDING. USE 16d RING SHANK NAILS AT THE COLUMN LOCATION. 1 1/4' NAILS MAY FILL THE HEX 1 1D SCREWS COLOR 0 M REMAINDER OF HOLES NOT LOCATED ON COLUMN. HEX HEAD SCREWS O • 4' O.C. CL 4. FIELD VERIFY LOCATION OF RT -17 CUPS REIATNE J :\ 1869 TOP TR9J 0 TO ENOWALL COLUMNS BEFORE INSTALLATION. 1 0 O 1 1 FOR CUTTER % W 5. LOCATOR TABS ON THE RT -17 ARE USED FOR END & SPLICE FASTENING 1830 LESTER CUTTER 1 1 WHITE ONLY 2 N 142830 / '- 1 4 WALL SHEATHING Q PROPER POSTIONING OF THE CUP AND PURUN. P w r- 2 w N 6. PURUN MARKS ON THE GABLE TRUSS MAY BE 0: w 0 CONNECTION 96 OFFSET 1 13/16' FROM MARKS ON THE / 9 X 2' SCREW CUTTER FASTENING AT SIDEWALL SAVE 96 & 0 3 2 F SYS 11Ni -R J' RI INTERMEDIATE TRUSS (FOR A 4/12 ROOF SLOPE). 1 9 X 1 1/2' SCREW JF272 STANDARD GUTTER FASTENING 3" R1 • > w ^ I 1 c M Z - ���RN CHANNEL MUST • lt. BE UNDER LAP * .,00u �F,�� V N N O / � W nm Nov ROOF y �(Jns R. G ; v KOE rA caw *MS u *MS APPLICATION OF UNI -RIB PANE'S A ' H WITH SCREWS ' f o p • USE 1 9 -16 MILL POINT 1 1/2" HWH EPDM AT 'FIATS" Y o 0:3 is m I.1 OF PANEL 00 NOT OVER TIGHTEN. n i::: g 4 P/N 041000 W /SUFFIX RANGE / n a U a. u- �� r • USE 1 9 - 16 MILL POINT 2 HWH EPOM AT MAJOR "RIB' — .✓ OF PANEL 00 NOT OVER TIGHTEN. P/N 041020 W/SUFFIX RANGE / ^ ^` • WITH RIGID INSULATION: UP TO 1' THICK, INCREASE SCREW THIS CERTIFICATION IS UMITED TO THE STRUCTURAL DESIGN Y �1 N _ a LENGTH BY 1/ 5 2' MORE THAN STANDARD OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER '�'� ° o IF MAUL MORE THAN 1' THINK. INCRFASF I FN[TI RY 1' BUILDING SYSTEMS (BUTLER MFC CO). ALL OTHER ITEMS SUCH AS ? u U n FASTEN m r O a — / ' Wig- FULL SADOLE WINGER FULL SADDLE FYWCER A �� BO CC TTOM 2 H 1 -PLY TRUSS RAFTER Wig- 04599 62x4 2-PLY TRUSS /RAFTER / BOOLES. P /N: 6 P /N: 1045999 (2X6) P /N: 5045998 (2X6; SADDLE 2X4: 2 P / N: 04599S V 2X6: �43 �� O ri.r ■ / P Li 2 X6 BLOCK tOd COMMON i�� P/N: 5045997 2 X 6 , ( 4) 1 1/4' x N- ON EACH i► BR11iiT LT'P1 ) A ` 10 GA SHEAR Puss. . SIDE Of , r P 040026 1 r 2X4: (2 p 2X6• (4; ) 2X4• 2 SINGLE TRUSS ()) r O Oil Pli COMMON BRIGHT (4) (P/N 040026) KIT: 741191 2X4 lOd COMMON a g g KR: 741194 (2X6) 741192 (2X4) KIT: 741195 (2X6) KR: 741193 2x6 c GA 122 PURUN TO T> CO U. R, GA 1 42 PUR TO CABLE CONN. 2' a GA 172 ( BOTTOM BRMACES GER 64 NOTCH 2X8 1 AT 1 2-PLY STIFFENER��� EACH ENO TO FR NUMBER OF TRUSS PLIES. .1 SAOOLE HANGER RIM. AND HANGER CONFIGURATION 1 WALL JA -5 CUP ON , ± `` MAY VARY (SEE x- SECTION) / y GIRT = \ O (LOCATIO %' UNOERS1OE Of 2X8 BRACE 4 AT EACH END TO TRUSS WITH �� 1 3/8' _� MAY VARY) STRUCTURAL (6) 1 1/41110 GA. SHEAR TRUSS `� NAILS EACH FLANGE 4 1111111r 4 � (24 NAILS EACH BRACE) 6 NM � 8 JAS CUP ' � � • ROOF PURLW FASTEN PURUN TO II � TO TRUE 2X8 BRACE /�" / //' IOd C.C. NAI.SH 2X6 NOTCH w0 W/(1)10d / AT 12' O.C. FULL LENGTH p 411 FILL ALL C.C. NAIL A � / n u j4 U w ti •W i T A IA HOLES WITH 7 1 2 -10d CC ' / � \ \ ro p Z O � T ' EAVE HEIGHT NAILS EACH tae CC NANS �/ '/ �I�`� R n O N LY) (3 BRACE /BAS MEMBER n NOTCH STIFFENER - •..... 2X8 /2 SYP BRACE ' /� / ) i (s �I FOR BOX HEADER % i A �, EXTENDS FROM TRUSS 'BOX' HEADER J COIUNN FASTEN 2X8 BRACE TO NOTCH 2X6 STUB BRACE TO TRUSS t7 o 1 3/8 FOR 2X8 BRACE F Z RAMING AT TOP W/TRUSS I C STUB 0/(2)160 (SEE ABOVE) - o GIRT OF 0008 OPENING (CONFIGURATION R.S. NALS 10d C.C. NAILS H8239 SIOEWAII BRACING ENER TO FIT HEADER 32 MAY VARY) 1 3/8' PURLW INTO 298 o to < .> I NOTCHING 296 /2 SW STUB BRACE a 2X6 BEV. EAVE NAILER ` , ROOF PURUN Z O 2) - 100 TOE -NAIL SET TOP OF w/ (2) 16d R.S. NAILS / COLUMN TO FIRST ROOF PURLIN BRACE EXTENDED FROM N 2 o IL IRACE AT BACK SIDE � IRA COLUMN BEVEL EVEN 0 EACH ENO I 0 r - WITH TOP OF HRU GIRT INTO NAL FACE CUT / FASTEN SINGLE 296 2 R TRACE � I'4 \ ROOF BRACE TO COLUMN 2X6 BRACE IN 294 & 0 = © ,. TN SLOPE WITH NABS FROM V • • AT CONNECTION TO o EACH SIDE (TOTAL i to ce UT 17. NAILER. BEVELED FASCIA 1!'iI 6 Nom) (1) 1 1 4 SHEAR a > N 1 :OUIREMENTS NAILS • EACH END IL\ _ - • NAIL _ EACH W FLANGE. (4 - 1E CUT FROM . BEND NAIL TAB BACK FIELD CUT 2% BLOCKING FIRST ON FLANGE CO TED OTHERWISE MID -BAY STIFFENER ' / FASTEN /(3)16dB BRACE 5. (1) JA -5 CUP ON BRACE o 10 1y SEE: 11 PLY THRU OUTSIDE COLUMN ONE SIDE OF 296 BRACE 0 0 114' (1)16' I IF218 PLY TO 2X8 BRACE. NAIL W/ 116' (1)18' STRUCTURE LINE TO I FLAN(6) 1 G E 1/4" (TOTAL SHEAR 12 NAILS NAILS EACH EACH JA -5) a• QO 2 118' (1)18' OUT OF BEV. NAILER SOFFIT r I OCO N 1 BUSS SECTION A —A a 120' (1)20' NOM. OVERHANG ACT. l I NAILER (MANN CONFIGURATION NAY 0 ce O ( ( 2 ) 16. 12' 13 1/2' - SEE FLOOR MAO -1 r a at= 1 12 ' (3)14' 24" 24 1`2 Z 1- 114' (3)14' 36' 36 1/2 / w 1 BRACING B SIDE*ALL SAVE OVHG., METAL SOFFIT 48 SIDEWALL COL SUPPORT W/ NO TRUSS 48 TOP VIE AN MOUNT HANGER -/ `PURUN W 0 1/4 R4 1F214 STANOARO OR FLUSH INSET 1.5" E2 H D 674 SGL STUB BRACE W/POCKET UNI -F 1.5 RO - w n o: M IS NOT REOUIRED o w A Z WHEN CELJNG UNER OR NSUTATION STOP IS PRESENT. n I AIR ZN k' 4 2 S 10 .11 Es0 P '.7: 1 3 n n r ( i ( STAPLE INTO PLACE ' �� w V i g ''' l 12" O.C. TOP AND • f _ n ^ p g BOTTOM. STAPLES F.B.O. \ ,. �n v 4 THIS CERTIFICATION IS LIMITED TO ' STRUCTURAL DESIGN (1) a OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER .15 _ BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS C Z 15 0 � % I. SET FASTENING INDICATED FOR THE • F m y� ; \�� `) CONNECTION REQUIRED �111► ` 1 \I• p g r -- ANCHOR ROOS AT 90 - ( Q , I I0 j X / CORNERS ANO OPENINGS 0' ONE PLY CABLE TRUSS EW OY `II ,, 2 j j♦ TRUSS TOP CHORD Ff341 \\ I USING A 2 LENGTH OF 3/4- PIPE. SUP ® \\ W HOOK OF ANCHOR R00 INTO PIPE AND TWIST ` / 4100 50 R WxL SET AT 90 DECREES FRO4 TRUSS BIM CHORD FF331 ® J .4 �� e / � \ � \ '� WHERE IT WAS. HOOK CAN NOW BE FASTENED OR RT TO INSIOE OF COLUMN AWAY FROM JAMB KJIL TRUSS WEB FF371 cm 1 � \ % SPLASIWLANK. THIS ELIMINATES TRUSS DIAGONAL. WEBS FF351 ® 00 ` \ \ M O RTI SING OF COLUMN. %Ill ' \ / / \\ PRE -CAST OR POURED FOOTING TRUSS HEEL 0 CORNER FF36_ FF36_ ° 4. V EF180 STANOARO, OPENINGS, CORNERS E 1 FF302 U GABLE FRAME WALL FASTENING NFU CONN. R2 CENTER THE \ % ` ,7._.. TOP OF COLUMN FIELD CUT �AT ROOF SLOPE 1 1/2 NAIL ON THE WIDTH V _: ,/ \ ♦ ' C OVJALL 1111 D' v ��\ /j\ • ROOF SLOPE AT ENOWALL COLUMN H PLY �r NO TCHED OUT CENTER PLY V \ / / � • ♦ IN C TRUSS AREA III.o _ V V. - \ • • II lI T O COUAW K THE I i I I x LL O ♦ j GABLE TRUSS ` 160 WIIC5I1AWC IUx3i. ''�'7 x x 1 x 1 a O W �. \ ♦ FIELD CUT TO EXAC 1 1 I I o x x C.)0 r' . - . -. BOTTOM CHORD ♦ o o _ • ♦ ♦ ♦ UNE • ♦ 'OFT BEARING I x I x I x I . x X /\ ` \ j\ \ \ ♦ ♦ S 1 1 1 1 X x 9 N DUU) ♦\ ♦ \\ ♦ ♦ 1 -PC. COLUMN 101111 a MI NOTCH C ...• (CONFKL ANO / BOTTOM COLUMN BEFORE J I vAR� ES YAY CHO(t0 (6/8 EEL 1 ', HEEL Z b PtACINC IN HOLE. ) RS. NALS ( 5. NNl3 G I � � ENOWALL COLUMN PREPARATION FOR 16 BOTTOM CHORD TO 3-PLY ENOWALL COL. 40 ENOWALL CONNECTIONS UNI -f �F- O FF322 1 -PIECE COLUMNS UNI -FR/WE WALLS I R FF331 R , S R1 0 F- a r �� h 10 - /12 - HEED ? Z u �� �NO TONGUE �s I' 1/2 YIN (8) 16d RS. ENOWALL O SECTKN A ON CENTER PLY o COMMONS COLUMN Y O h (t la P. - ` Y W/2 -PLY COLUMN) I tt: W O x - - - -T �h t -� [L1/2 WN. I J 10 N 1 — TRUSS BO7TON CHORD L INE I 1 - x = TRUSS WEB o > N 2 in C ENTER PLY OF ENOWALL COLUMNS I x r I u _ W F FOOTINGS U A00 DISTANCE UP TO P THRU WALL AREA. I z >< o x ` \ X 1 MEMBERS M EASURE FROM REFERENCE UNE DOWN i/ TO FOOTING ANO J X = BM WEBS: GABLE TRUSS. MARK COLUMN AND RIP ( z x n (0 isd RS_ NAILS ',.3) CENTER PLY OUT IN CABLE AREA BEFORE . 1 NAILS ( ' ; x L] SETTING COLUMN IN HOLE . (6 H' �/� z x o Si 1ACGERED. x O o b T S. NAILS • r ,1 - - (tOd C x ° x Q W/2 -PLY COLUMN) - ' 1 1 1 REFERENCE UNE NEAR CRAOE TRUSS RESTS / I _/� 1 1 1 1 1 1 1 1 I o 1 1 2- , ON OU TSIDE p MIN. ►�� PLY OF CORNER 1 1 1 1 I I I I I O _� 41 � ��� COLUMN U W (CONFIGURATION �/� VI 1i SECTION B AND PLACEMENT w N 2 ENOWALL COLUMN MAY VARY) ----\...__— S E U NI R.� .5 Rt FF318 CENTER PLY FOR UNI EFRAME R0 FF361 TO OF ENOWAU_ COLUMN-FLUSH UPA -FR. 1.5 R FF371 ENOWALL CONNECTIONS NI FR l• Rp W w r 1- kg > i OR 2 -PLY N O o W NI Z TRUSS/DER (3) 16d CALV. II COLUMN 01I _ , I �� 16d R.S. NAILS f W/(3) l d C.C. NABS Ito THROUGH BACK r: •- -` °•.� PER FIANCE. o OF TOE -N H AIL. (4) EADER INTO , (Z) 16 d R.S. / 4* ► • ! / F r m NAI LS O EA. END / SEE FLOOR e'S • ` u 1 N VI > m o R.S. NNtS I I (4) 16d R.S. 1 PLAN fOR ' .Ai1 o z n x o 1 O EA. ENO ` NAILS THROUGH HEAD sr r ° &� LAP PLY INTO - PLY HEADERpillil SIZ 1 I " ' m o x 0 COLUMN. W III ALL NAILS TO '� �` - ♦ i BE 3/4- FROM w ° _ wnduau. EXTENDS EDGES. - TO CCA TRIM FOOTING. FASTEN W/ �� / ALL GI ` • (2) ROWS 16d R.S. NAILS ►' 'I I • • 12 0.C. STAG. 1. WALL GIRT • THIS CERTIFICATION IS UMITED TO THE STRUCTURAL DESIGN 1n a 3< OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER 0 o _ ___._ __...,._ BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS 41 Z ,0 11 1 6411043600 5. ALLOW CONCRETE TO CURE PROPERLY. O e— I•r. , I a n•u nes. nc. u 'ay . ':': `n -age 6. POSRION W000 COLUMN IN HOLE & MAKE SURE COLUMN IS (r) 14 -6 -14 20 -0-0 1 0 21 -0- PLUMB. DRILL HOLE Pi COLUMN FOR ANCHOR R00 & INSERT 4 -6-14 1 5 -5 -2 1 -0 - TO SHARP COLU /2' s 6 GAA. STAPLES. FASTEN (2) PER SIDE i 7. LOCATE STAPLES ABOVE GROUND. PLACE 1 STAPLE PER W SIDE AS CLOSE TO THE CROUNO AS POSSIBLE. THIS IS I. SO R00 RUNS INTO THE GROUND TIGHT AGAINST COLUMN. 0 SEE CROSS SECTION AND r o FLOOR PLAN FOR EMBEDMENT DEPTH AND FOOTING SIZES. ° 2.5X6 5 BACKFlLL HOLE WTIH WOOD COLUM CLEAN FILL OR �� FIRMLY CUIhIP SAND 2 -1/2' X 6 GA. L� �I IN 8' UFTS. STAPLES 6 (2 PER SIDE) p' i r 7 • P/N 040210 .:r =l ° 3 AN /0 DCHOR c �U N 4' __ F � 4' EMBED -P/N 500012 6' EMBED-P /N 500027 m IF F00TIG IS 20 -0 -0 GIST IN PLACE MAKE SURE ROOe 10 -0 -0 CONCRETE FOOTING SET N CONCRETE DOES NOT INTER - in (lc) 1 /den PLATES GRIP 1' 1 r RE FE WITH COIUYN SE W LOCA TION -0.23 8 >999 M1120 220/190 T 0 UNDISTURBED SOIL Z 0 0.10 8 >n% BE FOOTING I 16 3/4' INSIDE LL Min 1 /dell = 360 Weight 112 lb - Gx O ANCHOR SET - POURED CONC. FOOTING 16 f HORD 2 -6 -0 oc purlins (3 -1 -3 m.)• (P) E F 1 3 0 UM-FRAME WALL SYSTEM UNI -1 I /2' ( R3 d 4 In 4 - HORD 10 -0-0 oc bracing. - Z O Y O I 10. 2 ce z W Z = F VI f ° O a > N Z not adequate for a shingle roof. Architect to vr ID ID 0 _ 2 O a O K O tz o O O J U LA w N l- r W N W cd 1, J & Ls 1 lY o W I.1 Z �t N r ,.. %4 tI N4, 2 �0N W S2n w y fe ti _, i r ndUai. THIS CERTIFICATION IS UMITED TO THE STRUCTURAL DESIGN T a- OF THE FRAMING AND BUILDING SYSTEMS BUTL M FG CO), ALL OTHER SUCH�AS 0; kJ Z r,0 P1 • P 0 O T Z m 0 • o ti Cox coo g a • s mg; $2 r£R LESTER BUILDING SYSTEMS DEALER. CUSTOMER. JOB DESCRIPTION. ORWN BY: T.CASTLEMAN DATE 276 WOODBINE ROAD INGS P.O. BOX 129 EVERGREEN CORPORATION VALLEY MOTOR SPORTS INC. 20X72X18 ,10B_ CLEAR BROOK, VA 22624 327 WEST ST 216 NORTH KING ST UNI —I CODE GNNO BY: ut of PHONE...540 665 - 0182 31 1 COMPANY FAX 540) 665 - 0109 NORTH HATFIELD, MA 01066 NORTHHAMPTON MA 01060 STORAGE REV NO: 00 Q m PO 12 ... 2X6 70 -05" OFL /SYP `'1 T (BLACK) PURUN I ys GA1 22 I 4.00 10A049 I RIDGE FLASHING M ' SYP PURUN NO.2 RT20 RAFTER 1IES ( 1 q4 A L ` I GA447 I RIDGE & NEXT lal 0 SAVE & NEXT f IF21 1 PURUN PURUN 1 1- 0 TRUSS TO COLUMN ye 1 l4� - CONNECTION I H05041 ■ � 0 20' -0" CLEAR SPAN g P L TRUSSES AT 6 O.C. $ GUTTER & DOWNSPOUT JF272 µ0� 2X6 TOP CHORD 2X6 ,0_e 0111 CHORD JF282 JF285I SIDEWALL EAVE OVHG JF154 1F456 ' � FLASHING & SOFFIT 1F261 MF566 ` 1F642 Or • 40 2X4 70 -07" SPF NO.2 BRACE SIDEWALL OVERHANG I1F2 14 /- - (BROWN) BIM CHD BRACE FRAMING va -Va' STRNCHT BETWEEN 2X4 MID-BAY FASCIA I I F218 I ENDWALLS. SPACINC(IN): 1 STIFFENER a co 0 72 +1 0 96+1 0 72 1 X ❑ w 8 ❑ SOFFIT TO WALL I MF724I ^ (GA172, x o CONNECTION en 1 )a - R N: N 2X10 INS AT I FF388 I > z 0 CENTER PLY (FIELD to CUT) m 2x4 70 -o7" SYP NO.2 I FF430 I 10 - /4 ❑ (RED) WALL GIRT a x 0 V) ❑ 38 SIDE WALL 29 GA. I MF044 I • g = z �— UNI-R18 PANELS "' d a. O O Q. TS686 26' SYP NO.1 z f O TRD .6 CCA COLUMN - /a, d 8 ,- Z 2 2X8 70 -07 SYP NO.2 ( FF41 1 I o m - J to cr TRD .6 CCA SPLASH j N Z PLANK 'I 0 METAL BOTTOM M F 1 13 CLOSURE M F 142 06-1 10 MF143 0 z 0 0 3/8" PREFORMED EF130 ^ ANCHOR ROO SEE a FLOOR PLAN FOR EF180 LOCATIONS 34 - 1 / 4 ' 0 ci UAW . 4" FINISH FL OOR (F.8.0.) 4" FINISH FLOOR (F.8.0.) Z N I- i La t - 4 Z W X a �3 W W ^ 6 11=11 =9 11 =11=11- �i1q °F4644° � , 11=1 11=11 NOD0 f f1 = 1 sa. . . fi. 2 m mo 1 I 11 a - E ! nn /' "' ` ' ! t p=01Y ^^ / 50 Vi O 481 O 9 A.s N I i to r 8" X 18 "0 POURED $x L / ':' 1 ♦ ^ FOOTING ON ' ` �` - _ ' /- `�adii1.a_ UNDISTURBED 11=11=11=11 INORGANIC SOIL SEE FLOOR PLAN FOR TYPE ANO THIS CERTIFICATION IS MATED TO THE STRUCTURAL DESIGN S SIZE � OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER D : (1) ° a. /7\ SideWall eCtlOn BULGING SYSTEMS (BUTLER MFG CO. 1 ALL OTHER ITEMS SUCH AS 1+1 Z u S2 • ANCHOR ROD SETS REQUIRED 0 THE BASE OF 1- R ALL COLUMNS • COLUMNS W/THE S•B SYMBOL ARE TO BE SET BACK FROM BUILDING LINE 1 1/2" IN THE 72' - 1/2" our To our OF COIUM rs DIRECTION INDICATED • FIELD LOCATE & INSTALL (1) WALK DOOR 6' -0 6' -0' 6' - 0' 6' -0' 6' - 0 3/4" / • 12" OVERHANG BOTH SIDES & ENDS W /GUTTER AND DOWNSPOUT r 0 C C Q.. C C C 13,5' SIDE OVERHANG • REFER TO MATERIAL 'WHERE USED REPORT' FOR g g g 135' END OVERHANG MATERIAL BY LOCATION 1 x l • ® ® ® ® ® r I I 1 1 1 I 1 I COLUMN: SIDEWALL TE686 F/J /1 SYP 1 • LENGTH: 26' Is C> 2X4 CORNER I rE MBEDMENT BRACING 1 - PLY 20' INTERMEDIATE /CONTINUOUS (TYPICAL.) (TYPICAL.) ) TRUSSES 0 6' O.C. RIDGE VENT. 1HA5281 26 I0A049f b w °o O • — L- -, r� - � , r,• - - - n E2 1 N" ' ; ' BUILDING COLORS g_ \ / \ / \ �/ \ �/ 26* ROOF METAL — W Snd CUPOLA BASE — -- • • 10' - X 10' -0' 10' -6 X 10 -0' 10' -6 X 10' -0' 10' -6 X 10' -0" SIDE•ALL S Tan GUTTER - W Snd OVERHEAD 000R OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR CABLES S Ton S LOG DR. - -- Tan Z 0 .. / \ / ♦ ... \ BASE S Tan GABLES S Ton SLOG DR PANEL - SLOG DR. VERT. - - o to ,/ \� ,/ \. � \� � \ . ° CORNER S Ton SL OR JAMB TR - -- V) / ' f \ / / I \ I // 1 \ 1 // \\ 1 e+ BRAKE — W Snd S OVHD DR TRIM — S Ton r Cf ^ a M SOFFIT W Snd WALK DOOR — Bronze rt A \\ lit ! !� A �� r u►! A \\ d , ' i� ♦ PANEL - W AINSCOAT — -- WALK ODOR TRW - S Ton V1 L7 — -- Z - {/�� �+ - J CABLE ACCENT — N/ WINDOW TRIM — -- O 2 O cr +'1 3 N 4 1 V 5 6 N INS-WL 8ATTN — -- DUTCH DR.FRAME- -- 0 I__ 3 RIDGE CAP W Snd DUTCH DRINSERT- -- ^� Z x r 11'-3' n' -1 1/2' 11' -1 1/2' RIDGE VENT — None S141NGLE5 — - -- 1r CUPOLA ROOF — -- BI -FAD 000R— -- o I-" CULT 010 CLAY tt' - >>' 10 1/2' 11 1/4 CUPOLA BOGY — -- MANSARD RF — -- In < � oO 8 WHT 000 BONE WHITE C &.K 008 CHARCOAL (TRW) N Z C RFJ1 001 COLONIAL RED F GRN 009 FOREST GREEN S TAN 002 SAHARA TAN EWALL O COLUMN: SIDEWALL C BRZ 003 WHITE CLASSIC BRONZE V BUR 011 VINTAGE BURGANDY b i SYP 4 iii ) III'"1� S) TRUSS TO HEADER 11 FS888 f/J /1 SYP W SNO 004 WHITE SAND CLVLM GALVALUME 0 1 g / I CO NNECTIONS) �'� ETH 26' LENGTH: 26 0 BLU 005 QUARRY BLUE GALVZ GALVANIZED =� 1F05591 ` • .. 4 ' EMBEDMENT S SLV 006 SATIN SILVER W TLP WHITE TRANSLUCENT PANEL z o 1411111V (TYP OF 10) S GRY 007 SLATE GRAY C TLP CLEAR TRANSLUCENT PANEL JAMBS F PLY o THIS FASTENERS �IpRR FOR LEER PR ARE o I ON ° L Y COLUMN ONLY FASTENER TYPE: WALLS R IWAL S SHUTTERS ANO NON 0 O J )F UNI -RIB STEEL MAY BE L,l w STANDARD NABS: ❑ ❑ ❑ ❑ DESIGNATED BY VENDOR G PASLODE GUN NAILS: ❑ ❑ ❑ ❑ w in f GALVANIZED SCREWS: ❑ ❑ ❑ ❑ V 3 x COLORED SCREWS: ❑X ❑X ❑ 0 I - lyl I Cr p Wr)z - ® FLOOR PLAN 1/e r 4�� #1Sw Of 40 " � � a `� DOUGLAS R. , m 0 v KOENIG 3 N In N w CO ` 5 m•° TS 'O &w MOX 74: . 0 OPENING TYPE ODEL TYPE OM.SIZE •CH. INC DET(s) HASH DET(Sy ` \ r ry ., 1 • RHEAD 00 0R - CUSTOM • RHEAD DOOR OPENING - CUSTOM 126 X 120 05. LX101. 424. LK464 -- �' 4. 1(23 U(241 • RHEAD DOOR - CUSTOM • RHEAD DOOR OPENING - CUSTOM 126 X 120 all K205, LK101, 424. LK464 K23 1.1041 Mir RH • DOOR - CU r • • `H II DOD' OPENING - CU 01A 12- X 120 Mill 05, LK101, 424. 464 • _ K233 LK241 THIS CERTI IS UNITED TO THE STRUCTURAL DESIGN air RH I*• 1 • • a R - . OM 7T. 'H • • ••. • P NI - CU OM � ,ll 424, OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER Ace ° o P : U O1 rn O 1111 Nu CYCTCC ! F uo u Pill , nr.. O ,cuc c, ' u r •c Z .s.:(.3 Q eh r— O ..--- r0 z et 2 W J 1 U O o F o I MMEIMMii ii MEM ii iim UMMAIIMMI ii ii IMUMii ii IMMI N erhanq r I 13.5' Overhan• 11 13.5" Overhang A EM MMMI f>fEH }IIHIFHHii MffAfAIAWIHiI A MIN HfNIfMAIAIHI a O C DWWWWWWWI IIWWWWWWI IIWWWWIlflt IIWWWWWWI ll[IIWWWWWI . ao i ? BHIfBIAA3fHf S B MMffiBH1fHl MEMB 1HIHI BfB®IN�fBHi BIAfBIBAi(BfBI x M11111IIIII II IIIIIIIIIIII IIIIIII II IIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIIIII IIIIIIII IIIIIIIIIIIII i W ; 44H1HHHiN1IHIHIHII HHIH1HINiNi}HI «}H WHI}HH1HiI HH1WIHNi»HI HHIHi • N ° In w -r ...a.a. M. ; , woman axe ,..e- . yr woos lox w ;. Kt maws ex. w- r.,.sows ®, wr-r a w'rows ow - BU%LDIts* DEPARTMENT Sdewall 1 Elevation NORTHAMPTON, MA U O These documents shall ba kept on file at the site of o work and shall be open to the Inspector of ®uildin s. a a y g k n changes made to the drawings of the In z � c onstruction, must hove, ritten approval of the z Ins ectoraf uildi� ngs.i' n *ttonf to Moss o"1- ° III II IIiIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIpIIIIIIIIIIIIIIIIIIIIIIIII ''.+ ldln 9 ..11 = W N. A u u n uTITI'IT'TT'7T )PTRT�1'TT . •• •• •• ••`•• •• •• 206 I 2 J.1m erhonq 0 13.5' Overhan X111111 11111111 111111111111111111111111 II II II II II II II II II 1l II II II IIIIIIIIIIIIII1111IIIIIIIIIIIII t3.5' • h Q i a y, of Oul'' ttge > `" Z „ . I = i " n u n 1111 a 11 fa n 11 u u 11 n 11. n u n 11111111 a 1111 u u u u u u u 11 a 11 n 1,,111 a 110 fa n 11 1 • x 11 ,. u n n 11 n 11 u n n n u 11 n 11 1 u u u u 11 11 11 a 11 n u n 11 11 11 11 a 1� n o u n 11 11 11 u u u u 1 1II 1111III11IIII IIIIIIIIIIIIUUIIIIIIII IIIIIIIIIIIIIII 111111111111111111 ............................................................... ............................... o 11 11 n 11 11 0 n .. 11 11 11 11 11 ...... a .. 0 11 11 11 0 11 11 11 11 11 .......... 11 11 11 11 11 0 .... 11 u 11 u u u. z o 1 11 1 1111111111lIIIIIIII1llllllllllIIlIIlII1IIIIIIIIIIIIIIIIlIIIIIIIIIlIIIlIIIlIIlIIlIIIIIIIIIlI ° A 1...11 11 1. /1 1/ 1. 1. 11 .. 11 11 11 11 1. 11 11 11 1. 11 11 .. 1. 1..1 ...1 .........1 11 .. 0 .............. 0 .. ...1 . 2 Q 0 11 11 11 11 11 0 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 0 11 11 11 .1 11 1111 11 11 11 11 11 11 1111.. 11 11 11 11 11 11 1 O m a m o O Sideman Elevation 0 g li r = W Q' 3r WS W WI")z All `C W <ma GO L a 2, -. ' K mm .t A 9 O � pF �� �� f ,,,, c, E ,,_ Fs `,,,►�''`! / � THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN \ In OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LESTER A ° 'A autuuNC SYSTFYS (RIRI Fa urn Ml As n faro n...... 327 WEST STREET w 1.11.11111.01.01111611 ... PH: (413) 247 -9505 FAX: (413) 247 -3305 03 n 0 4 r- 04 ,(gos_smons_ ;LAUDING SYSTEMS 05 z BUTLER MANUFACTURING COMPANY 06 DET' • B 1- 07 DEEMS. SPORTS INC. ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION 08 .. g g MA 01060 ti - - cENTERJNE 09 DETAILS — 1 Y OM OR 0 - - DIAMETER ORAWINC LETTER 5 SF OR iff - - sa,AITE USER DEFINED 10 DETAILS. cc BLDG - - BUILDNG IF - - LINEAR FOOT ID SCALE: NONE 1 1 X'TA's. _ - COA MSR - - MACHINE STRESS 'AGE NUMBER RATED LUMBER DETAILS. CONC - - CONCRETE OF - - 000GLAS FN MPH - - ON CENTER R PER HOUR EACH DETAIL HAS A AVE DIGIT ALPHA - NUMERIC NAME 12 40 PSF m - - LC7 CABLE BRACE O - - THERE E ARE TWO LETTERS AND A DIGIT NUMBER. 13 4 PSF m - - nRE EXTINGUISHER OPG - - OPENING 246 - FURNISHED BY OTHERS PEI l6 - - POLE BARN NM. 1 4 5 PSF FON - (NOT - FOUNDATION BLOC SYS) RO - - RN C OPEN GROUP DIVISION DETAIL NUMBER FIN - - FIWSH PSI - - POUNDS PER SOOARE NCH THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. 1 5 A O PSF FL - _ FOOT FLOOROR F EET PSF - - RINGS PER 1ANK ( N I L ) FOOL THE SECOND LETTER SHOWS A SUBDIVISION WITHIN THE CROUP. M ~ O FT - OR F RS - - RING SHANK CODE MPH PSF FO — - cA FINSH D''E "'"G VP - - THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL 1 6 N X U w MZED MG - - TONGUE M40 GROOVE TYP - - TYPICAL I� B NOR - - VENTER WITHIN THE DMSION. 17 7 . X I GOLV - - GALVA O NT - - INTERMEDIATE TRIO - - TREATED CROIX CROUP / A O Z F 3000 PSF(PaFSwED) INS - - INSULATION VB - - VAPOR BARRIER OMSI+ SUBJECT DIVISION SUBJECT 18 CSI OvT MASS 6TH LB(S) - POUNDS _ _ A : SECTIONS H ° F EE " T LAMENT (SIDES ! BI05� 1 C - ELEVATIONS J ROOF F1PSN 0 0 . ENGINEERING #FORIAR N K WALK DOORS AND MOORS �"� t J E y I � sraucTAATAI FMYNG Y (515808 WALL Ft6H COORS 20 Z Li 0 tO A 4A f T,.Va1.t,7 UEt Y itil FRAYING 0 11 ACCESSORIES 805180 u, O IMPORTANT SAFETY INFORMATION c W �.�,AA TN1SS (ROOF SUPPORT) 21 ,_ o - M ARE ARRANGED IN ALPHABETICAL AND NUMERIC ORDER 22 N CO "C710N DRAWIN B TH GS E LESTER ERECTION SAFETY IIFORWTgN PACKET. DIRECTIONS ON THE PACK WITHIN THE STRUCTURAL & NON STRUCTURAL DETAIL SETS. ET ENULOPE Z " BEFORE BUILDING ERECTION BEGINS These documents: holi�4e Isepter�flktat the site of 2 0 "° :0 W THE PACKET) PRONOE OETNtEO INFORMATION AND IdTRIICTIDNS TO ASSIST N I SAf I+l�1�l - DV o )on to fFT'♦�I}}}{fr;F:; }t4 24 c3 Q LATE ALSO MCW INFORMATION IN THE ERECTION SAFETY FORMATION PACKET MO -DM THE ROOF QF}� � *,>g r � fN ?i'�tT Ft s l'} e & O S �?nstruction, nws `° ° •!F G NS INDICATES THE 25 W w Z 1 !Li f INFOIBAATION 25 0: J (ARMING O WA R N N G in:, peel*: o ` kern ; Pions must contorm to MOSS 26 , N Z "fit"'' LOU cusroM DEL -1 GA —A �-- ^ RUNS, GIRTS YOU MAY FALL FROM ROOF DETAIL U 27 (0 BRACING AND BE KILLED OR SERIOUSLY INJURED. 28 t• MOOS NW IMM WM. t0 AC RV Al TAIL A_Ais ME EMPOA: 0 Gs 0MO 1.10 0. f�RY MAMA - NY. MINIM 29 9 - 10 0 0 It MK _ — I,%' 7.14.40..:8 ° � NON- STRUCTUR DETAIL — CA310 30 0 m _....- �woAO -rws --� -� .. 31 0 —� • I Amt Y IMMO a COMM WOVE R_FJs No sax 88 U VI L.._ N - .....l. FIOII IAIO01 tqL ma:INI= mar........... 32 z ;.. w ember Warning Roof Panel Warning 33 W I3 f- II .':4 2 ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY INSTRUCTIONS AND MAY VARY FROM APPUCABIE - - V40 OSHA SAFETY REGMATONS MUST BE FDLUMED AT AST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. REVISIONS TIMES. THE ERECTION CONTRACTOR HAS IILTANTE REVISIONS SH OiA(,t NOTICE TO BUILDERS... SYM. PACE DATE DESCRIPTION BY ` y am W x 28 SIGN o ` 0 oe 00 Ca sl MEMBERS WITH IDENTICAL LENGTHS MAY HAVE DIFFERENT ENO USES AND , `�/ ' m 01 Q cs HE ROOF AS A WAY BE OF DIFFERENT SPECIES. / - At j E ANSFER SIDEWALL .. °$m . SHEAR WALLS WHICH TO HELP INSURE THE CORRECT LENGTH ANO SPECIES OF LUMBER IS USED � O ) / W Z NDATION. STEEL PANELS 8 RS INTENDED APPLICATION A COLOR CODE SYSTEM HAS BEEN ESTABLISHED. �I w +�ti )ANC STRUCTURE AND LESTER STEEL PANELS TORY C IT n.AC A.: iES TD FAC IAN R.= ORTS \ `YC F _ 'GA � aG 01.1 S STRUCTURAL AMOY CHOW) RRACFS ANA (AVE FAVE NNIFRS DM YI ASED ON THE NUMBER, RED THE DRAWINGS. 'FOR THE STRUCTURAL ALL WALL CIRTS MTU. HAVE THE ENOS PAINTED ND THIS CERTIFICATION 15 LIMITED TO THE STRUCTURAL DESIGN to u Z )NAL OPENINGS, NOT BLACK OF THE FRAMING AND COVERING PARTS MANUFACTURED BY LETTER o ... .-v _.,........ ..... ....� _._ _. BUILDING SYSTEMS (BUTLER MFG CO), ALL OTHER ITEMS SUCH AS �LN Z u v