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YH <br /> (2) 10 GA X ROOF ROOF PALL <br /> 1/4" SHEAR NAILS 1 OR 2-PLY <br /> PANELS LOCATED Y <br /> GAMBREL TRUSS INSIDE RUBBER CLOSURE % OF HEEL) TOP O 0 <br /> OR RAFTER GAMBREL 2X4 BLOCK TRUSS O 11 2711:::::4 <br /> /750 LEAN-TO <br /> 11 Ln <br /> . fid TRIM TRUSS 2X4 ON 2X6 <br /> ` OUTSIDE RUBBER CLOSURE ' �� -2X6 ROOF BEVEL 0 SIDEWALL 0 N <br /> 4.3 <br /> I <br /> • <br /> 111 <br /> OVERHANGPANEL �� SADDLE HANGER(4) 16d RINGSWWKPURUN IN <br /> W� �v • ` , 1W- (�) <br /> INAILS FROM THIS �'� 2X6 BEVELED '�, a/ CLOS RUBBER - ��yONAILER �' OSIDE OF COLUMN CLOSURE• ,' 1I I. <br /> 1 1/4' 2X6AIBEVEL <br /> ■'�_ '' RAKE <br /> NAILER 1 ' <br /> 11111 I/ 5) 16d R.S. NAILS • <br /> (4) 16d RINGSHANK I /170//969 ' _' BOARD <br /> Ed 1/2 SADDLE HANGER (040140) EA. SIDE NAILS FROM OPPOSITE TRIM 11 2X6 RAKE `o `► <br /> L P/N: #045995 2X4 OF TRU55 (10 TOTAL) SIDE OF COLUMN /670 TRIM rPRE-CUT S.AE co <br /> -- P/N: 045997 2x63 2X4 OVER 256 14' BOARD FOR o <br /> BEVEL OVERHANG LEG. <br /> O SOFFIT 'y <br /> --F 254: 2 /142 'F" TRIM ! 2X6 SOFFIT L O <br /> (( )) 3 OR 4-PLY • •i I NAILER S <br /> 2OdII <br /> •COMMON BRIGHT COLUMN CONTIG. :` i�. SIDEWALL 1 <br /> ( P/N 040026 ) KIT: 741191 (2X4 MAY VAR ! PANELS COLUMN E g g i <br /> KIT: 741193 (2X63 KIT / 744361 `k. • o <br /> GA 1 4 2 PURUNX6 1 2GASADDLE HANGERS ONN. 2" R1 G B 2 1 5 TRUSS <br /> GAMBREl0CLM R00F SYSTEMCONNECT W/R.S. NAILS R40 ' I `J G B 2 6 6 16" EAVE GAMBREL ROOF SECTIG ONMBREL TRUSS R2 G B 2 8 6 GAMBRELRAKE ROOF D CORNER OVERHANG FRAMING R1 / <br /> TRUSS •I• 4d CALV. BOX NAIL FASTEN PER F1YdP1 r 0 <br /> 2X6 RAKE POCKET FASTENING PER • FASTEN TRIM TO ORI7F6SI1(S -IM'D <br /> 254 NAILER BOARD //�� --- PURUN (TYPJ END PANEL FASTENING) BRACE LAYOUT ( O 10 <br /> 2X6 BEVELED 3_1/2. GA 1 Z Z AND I I <br /> NAILER /670 TRIM GA 1 4 Z UPPER PANEL TO EXTEND INSIDE RUBBER <br /> SIDEWALL SOFFIT 'ENDWALL 4 1/2" PAST MIP 'PEAK' CLOSURE 1 Q r) 0 1i/ <br /> �{ <br /> ENDS AT BLDG. ♦ . SOFFR TO 1 1 2" 2 3 4 (1) 1/2" X 7 1/2' /730 GAMBREL ` 1 / �`0 e <br /> LINE AND BUTTS 1 RUN INTO MACHINE BOLT W/ FIP FLASHING A Z z � -• <br /> '= N <br /> INTO /270 TRIM ��� /280 CORNER WASHERS AT BOTH FASTEN PANEL ENO W/ 'I� D / / Q\ `2 117 <br /> _� 3 1/2" 5-1/2' ENDS AND (1) HEX 11111°'' <br /> '' <br /> COVER TRIM1 1 2" NAIL/SCREW PER 'J 03 �I m } 1 <br /> �' �/2B0 CORNER 5 1 2' Alli. OR 1,1E0441(DO NOT ' Q , / v `0 v 0 u O 2 <br /> APPLY 2" FASTENER AT THIS t• <br /> /270 'L' TRIM �\ I COVER TRIM TIME) / ce <br /> W ix <br /> 0 . •' <br /> • <br /> ,, G \ 670 W/111 <br /> Cr <br /> CC <br /> d' <br /> O14 / 1 1 �RYd 111111 <br /> ill2F�NA1LTEN/SCREW 730 RIM AT 2" �` / O U O U /O u i b m <br /> C1• ) A /O1 COLUMN O.C. \ ( _ i X M <br /> �� , w <br /> A ( 2' /280 TRIM. CUT 1 1/2' Ni,„„ OUTSIDE L 8' TO 14' 16' 18' AND 20' R n Cal . i <br /> r/�/ 1 RUBBER CLOSURE SAVE HEIGHT SAVE HEIGHT SAVE HEIGHT <br /> �/i, 1 SLR AT BRAKE. CUT ONE �\ LOWER PANEL TO (1 BRACE/BAY) (2 BRACE/BAY) (3 BRACE/BAY) <br /> / TAB OFF. BEND OTHER TAB STOP 2' BELOW <br /> UP. 2X PURLW IN ` HIP 'PEAK' <br /> NOTCH /270 TRIM /�\ SADDLE HANGER <br /> TO FIT AROUND 2X \\) _ / ` BRACE - LCCf <br /> NAILERS AS SHOWN ��7 ROOF L) , <br /> (TYPICAL) GR T. N LER GIRT C <br /> G B 2 9 6 GA►° "'REL RNGOOFNER FLASHING 3/4"=1 R2 G B 33 4 2X6CHANGE 48 <br /> GAMBRRELFROOFUOPE SYSTEM ATN I UNI-FRAME 1.5" R2 l G B 2 1 7 TRUSCISSORS S TO GAMBREL 36' WIDEOLUMN N 2"=1 RO G 6 3 4 3 HIP GAMBREL FLASHING <br /> ROOF�TpN 2"=1 64 <br /> R2 II� IL <br /> K t0 <br /> (( rain <br /> C NAIL <br /> 10E�NAILCFROM TOP. I I (2) - lOd TOE-NAIL a3 d n I <br /> RACE AT BACK SIDE O V' <br /> TRUSS �H 8 6 6 0 ' (3) lod CC NAILS INTO COLUMN <br /> 1. MEASURE THE RISE IN FEET AND INCHES. BOTTOM ADDITIONAL STIFFENER OE-NAIL TO (3) 10d C.C. (2) - 10d FACE NAIL Y 12 <br /> • 2. SUBTRACT 6 INCHES FOR HEIGHT OF BRACE CUT CHORD FASTENING. TOP CHORD \\ INTO BRAE THRU GIRT INTO U <br /> 3. MEASURE THE BAY WIDTH IN FEET AND INCHES. ■ ilerti \\ O BRACE © IK Z O Z <br /> • MEASURE FROM INSIDE FACE TO INSIDE, • <br /> C Q <br /> FACE OF THE TRUSSES. LOCATE STFFENER III -- JA-5 CUP (046027) PO % `\ O O <br /> 4. KEEP THESE TWO MEASUREMENTS IN MIND AND AT BOTTOM CHORD • • <br /> 0 ONE SIDE ONLY \ m[-IOW <br /> GET OUT YOUR RAFTER FRAMING SQUARE. BRACE. FASTEN , -- W/1 1/4" X 10 GA , \\` N• ---`•5. THINK OF THE INCHES ON YOUR SQUARE IN TERMS W/(3) 10d CCI •`/ SHEAR NAILS: \ ` CORNER BRACE LUMBER REQUIREMENTS <br /> OF FEET AND FRACTIONS OF A FOOT. 6 0 FLANGE INTO TRUSS \ \` <br /> �• (33 O FLANGE INTO BRACE \\ CORNER BRACES ARE TO BE CUT FROM <br /> 1 INCH EQUALS 1 FOOT \ e" 2X4 /2 LUMBER UNLESS NOTED OTHERWISE <br /> 2 INCHES EQUALS 2 FOOT -ON <br /> \\ — <br /> 3 INCHES EQUALS 3 FEET 2-10d `� BAY �PA;`ING M <br /> ETC. CC NAILS . 4015'\ \ 6' 9 10' 12' N <br /> 1/2 INCH EQUALS 6 INCHES EACH IF N\ 8' (1)12' (1)14' (1)14' (1)16' <br /> 1/4 INCH EQUALS 3 INCHES MEMBER i's NOTCH STIFFENER \ \\ <br /> 6. MEASURE ACROSS THE SQUARE WITH THE BAY WIDTH. 111 FOR HEADER \ \\ ,r0 <br /> [ 10' (1)14' (1)14' (1)16' (1)18' uJO Z <br /> 7. MEASURE UP 7HE VERTICAL LEG OF THE SQUARE ` O 12' (1)16' (1)16' (1)18' (1)18' _ <br /> FOR THE TRUSS RISE. \\� 1 14. (1)18' (1)18' (1)20' (1)20' 5 N l" <br /> 8. WITH THESE TWO POINTS MARKED ON YOUR SQUARE. 'BO%' HEADER "`UUU I.1 <br /> USE A TAPE MEASURE TO MEASURE THE DIAGONAL. 9 19' (2)12 {2)12 (2)14' (2)16 <br /> FRAMING AT TOP (3)10' (3)12' (3)12' (3)14' p <br /> 9. THIS MEASUREMENT, WHEN THOUGHT OF AS FEET AND ` E. 20' (3)10' (3)12' {3)14' (3)14' U Z d <br /> INCHES, WILL GIVE YOU THE LENGTH OF THE BRACE OF DOOR OPENING GABLE `\ LOCATE ATDIAGONAL C COLUMN OR VLE ENO ERTICAL 1~ <br /> FROM THE LONG POINT TO THE SHORT POINT ON THE NOTCHING STIFFENER TO FIT HEADER 32 TRUSS p UNI-FRAME 1 CORNER BRACING 9 p Lt <br /> W <br /> 2 x 6 BRACE. H B 2 3 6 STANDARD ENDWAl1 BRACING 1"-1 ERI ` ` STIFFENER. HA5 Z 8 ALL HEIGHTS 1/4 5 ..LLI_y <br /> RT-20 RAFTER TIE 1 OR 2-PLY \\\ , \\ O w <br /> EXAMPLE: 10'BAY SPACING. 4/12 ROOF ` ``�`\ P/N: /046123 TRUSS/RAFTER \ ` ` \ I HEREBY CERTIFY THAT THIS PLAN, <br /> BRACE 10TH FROM SIDEWALL KR: /741040 \ ``s `\\��`,\ <br /> ID" HEEL ON TRUSS ••..• `�`� �-�- _ _ \ \\ \\ \,>,� SPECIFICATION, OR REPORT WAS PREPAREC ' <br /> 1 OR 2-PLY . <br /> 1. 10 X 4'(4"RISE PER I FT)- 40" `\ `\` �'� ` `\\ `�.`,, " INTERMEDIATE BY ME OR UNDER MY DIRECT SUPERVISION E1 <br /> >��' ��� I ` \ TRUSS AND THAT I AM A DULY LICENSED <br /> 2. ADD 10" FOR HEEL H7. - 10 ' — \ • i ( \ �\ <br /> 3. SUBTRACT 6" FOR BRACE HT-- 6_"_ m \\ �`\ I \ ` ��\ ``\\ PROFESSIONAL ENGINEER UNDER THE LAWS <br /> 44'(3'-8") ,o i • ` `\ `\ I (9) I 1/1" % 10 GA q -- <br /> - <br /> \ \ SHEAR NAILS 0 EA \ ,U(U \�� �� _ OF THE STATE OF MINNESOTA. 91 <br /> 4. CONVERT 3'8' TO 3 5/8" '^ F / ` \ FLANGE INTO NAILER. \ <br /> 5. BAY SPACING IS 10' W/SINGLE TRUSS 10 1/2" Y \ ` \ / 1 R <br /> 10 FT X 12' - 120' 10'6 \ O n <br /> ( y '•• JOHN DIERAUER cc n ' <br /> 6. SUBTRACT TRUSS- -I 1/2" .,\ \\ •. �_ <br /> \ \ 4/1' <br /> • <br /> 9'-10 1/2" (2) 1 1/4' % 10 CA. \`� • \`\`��\ _� Iu <br /> 7. CONVERT 9'10 1/2"TO I 'SHEAR NAILS. P/N /040155 \ \ C...) <br /> 9 7/8" AND MARK THE AT CENTERUNE OF EACH ..---- `\ `\ ` 3, ` 1:',,,Ie <br /> FRAMING SQUARE TRUSS/RAFTER (TYP.) ` '/ / <br /> 8. NOW READ THE TAPE 9 7/8 \ \ \\`` CHORD <br /> MEASURE `� \ \ I \`\� <br /> 0 NON-BOTTOM /'//��\�1 N `o <br /> 9. THIS GIVES YOU THE LENGTH Of THE BRACE ANO ALSO THE FURLIN \\ \ 1 \\� �/` CHORD BRACE `�,0 �� <br /> . ANGLES TO CUT ON EACH END OF THE BRACE. \\ `� ` I/ (4) 16d R.S. _____Ian / W Z -' <br /> �.. p NAILS (TYP. DAT l O /Z O ( LICENSE 1442: n �' <br /> J \,�,�� ` EA. MEMBER) Lal 'Ja t <br /> A <br /> -- -' ��1 <br /> H B 1 6 0 TRUSS DIAGONAL EBRACE <br /> ROCEDURE E04 GA4 4 2 UMGFRAMENROOFRCONNECTION )3/4' R2 H B 5 6 2 STANDARD GABLE BRACING 3/8'"-1 El 1� \ ` 0 SOT. CHORD BRACE LOCATION DAO O 6 JOHN DIERAUER MINNESOTA ENC STAMP Mtu <br />