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1/2 SADDLE HANGER (2) ,Q GA X 11 e <br /> P/N: 045995 2X4) SHEAR AILS CUTTINGco <br /> BRACE LAYOUg BRACE <br /> 0, <br /> P/N: 045997 (2X6 NAILS 1W1! <br /> TRUSS FLUSH MOUNT HANGER g A INSTRUCTIONS COLUMN 45' p <br /> MARK P/N: 045994 (2X4 B <br /> n ! TO CL PIN: 046000 (2X63 1. MEASURE THE RISE IN FEET AND INCHES. N 00 <br /> OF 2X6 (USE 2X6 HANGER FOR z z z 2. SUBTRACT 6 INCHES FOR HEIGHT OF BRACE CUT <br /> 2X8 BOTTOM CHORD A B 3. MEASURE THE BAY WIDTH IN FEET AND INCHES. <br /> BRACE CONNECTION) J J MEASURE FROM INSIDE FACE TO INSIDE 3" X 18" PRE-PUNCHED <br /> - - - _ o o A o FACE OF THE TRUSSES. NIL PLATE (P/N: #046501) • p Pi <br /> - - —-4.-----♦LEEP--THESE-TWO-MEASUREMENTS IN M NO — _ (]�_.0_EA SIDE OF COLUMN <br /> 001 <br /> Of GET OUT YOUR RAFTER FRAMING SQUARE. -- -- - - - - <br /> z z Z 5. THINK OF THE INCHES ON YOUR SQUARE IN TERMS I • 1 1/4" X 10 CA <br /> o o o OF FEET AND FRACTIONS OF A FOOT. .I SHEAR NAILS. <br /> NI <br /> B u B u B 1 INCH EQUALS 1 FOOT BOTH I SIDES NTO (OE TOTAL) <br /> SIDE OF POCKET WITH 2 INCHES EQUALS 2 FOOT 0 <br /> "LOWER" TABS MUST 8' TO 14' 16' 18' AND 20' 3 INCHES EQUALS 3 FEET (10) INTO COLUMN m <br /> FACE RIDGE EAVE HEIGHT EAVE HEIGHT EAVE HEIGHT ETC. BOTH SIDES (20 TOTAL) <br /> (4) 1 1/4" X <br /> f__(lTYP <br /> 2X4: 2 10GA SHEAR NILS. (1 BRACE/BAY) (2 BRACE/BAY) (3 BRACE/BAY) i/2 INCH EQUALS 6 INCHES(( 1/4 INCH EQUALS 3 INCHES Y2X6: (43 (TMP•) O0dCOMMONS 2X4: (2 6. MEASURE ACROSS THE SQUARE WITH THE BAY WIDTH..) `�2X6: (43 7. MEASURE UP THE VERTICAL LEG OF THE SQUARE <br /> 10d COMMONS KIT: 741190 2X4) BRACE �I�CE FOR THE TRUSS RISE. <br /> KIT: 741191 (2X4) 741193 (2X6) (TYP.) KIT: 741196 2X6 do 2X8) GIRT, NAILER GIRT 8. WITH THESE TWO POINTS MARKED ON YOUR SQUARE, <br /> 2X4/2X6 HALF SADDLE HANGER 48 2X4/2X6 FLUSH MOUNT HANGER 64 OR PLANK USE A TAPE MEASURE TO MEASURE THE DIAGONAL. KNEE BRACE TO COLUMN W/NAIL PLATE 48 <br /> GA 1 62 ROOF PURUN TO GABLE CONNECT 1.5' R4 GA 1 72 BOTTOM CHORD BRACES 2"-1 RI 9. THIS MEASUREMENT, WHEN THOUGHT OF AS FEET AND H D 7 2 5 UNI-FRAME BRACE CONNECTION 1.5' RI <br /> INCHES, WILL GIVE YOU THE LENGTH OF THE BRACE <br /> FROM THE LONG POINT TO THE SHORT POINT ON THE COL. PLY DIST. "B,. DRILL 9/16" DIA. <br /> (2) - tOd TOE-NIL 2 X 6 BRACE. <br /> TO NAI CC NIL BRACE AT BACK SIDE 2%6 2 3 4" COLUMN TO EXTEND HOLE FOR BOLT <br /> TOE-NAIL FROM TOP. 2X8 3 5 TO TOP OF TRUSS <br /> (3) 10d CC NILS INTO COLUMN <br /> TOE-NIL TO (3) GI C.C. (2) - tOd FACE NIL 2X10 4 5/8" W/ OVERHANG 1-PLY TRUSS: <br /> TOP CHORD THRU GIRT EW+MPLE: 10'BAY SPACING, 4/12 ROOF <br /> {{{ THRU GIRT INTO (1) 1/2" X 6" MACHINE <br /> \\ INTO BRACE BRACE BRACE 10'IN FROM SIDEWALL 1 1/2" B BOLT (KIT: #744373) <br /> \\ 10" HEEL ON TRUSS <br /> JA-5 CLIP (046027 \\\ O © 1. 10 X 4"(4"RISE PER 1 FT)= 40" ��1 2-PLY TRUSS: <br /> O ONE SIDE ONLY \ \\\ 2. ADD 10" FOR HEEL HT. = 10 " (1) <br /> \ w w MACHINE BOLT. I <br /> W/1 1/4" X 10 CA \ \\ 3. SUBTRACT 6" FOR BRACE HT=- 6" to = = X (KIT: #744377) Z <br /> SHEAR NAILS: \ \ CORNER BRACE LUMBER REQUIREMENTS - \ a 7) <br /> (6) O FLANGE INTO TRUSS \ \\ 44"(3'-8") �n <br /> 3 O FLANGE INTO BRACE \�\ CORNER BRACES ARE TO BE CUT FROM 4. CONVERT 3'8" TO 3 5/8" b X (1) 1/2" FLAT WASHER N <br /> \ \\ 2X4 #2 LUMBER UNLESS NOTED OTHERWISE 5. BAY SPACING IS 10' W/SINGLE TRUSS 10 1/2" EACH SIDE OF COLUMN u a <br /> \\ BAY SPACING 10 FT X 12" = 120" (10'6") (2 WASHERS TOTAL) w <br /> \ 6. SUBTRACT TRUSS= -1 1/2" w <br /> \ \ 6' 8' 10 12' -97--i-071/2' <br /> __ _ r (1) 1/2" HEX NUT AT o <br /> \\ 8' (1)12' t 14' (1)14' (1)16' 9'-10 1/2" X EACH MACHINE BOLT m O <br /> \ \\ = 10' 1 14' 1 14' 1 16' 1 18' 7. CONVERT 9'10 1/Z" TO m n X (1 NUT TOTAL) <br /> \ \\ 9 7/6" AND MARK THE <br /> \ w 12' (1)16' (1)16' (1)18' (1)18' FRAMING SQUARE <br /> \ _ � _____ (4) NAI16d RI DRIVE NK <br /> \ 14' (1)18' (1)18' (1)20' (1)20' 8. NOW READ THE TAPE PTL NILS DRIVEN THRU <br /> i 16' (2)12' (2)12' (2)14' (2)16' MEASURE 9 7/8" ONE PLY OF COLUMN <br /> o t8 9. THIS GIVES YOU THE LENGTH OF THE BRACE AND ALSO THE BOLT LOCATION: INTO TRUSS FROM EACH w <br /> \ 3 10' 3 12' 3 12' 3 14' ANGLES TO CUT ON EACH END OF THE BRACE. CENTER OF OUTER COLUMN PLY SIDE. (8) NILS TOTAL. w <br /> D) 20' (3)10' (3)12' (3)14. 3 14' AND TOP CHORD z Z <br /> TRUSS DIAGONAL\\ \ STIFFENER. LE END BRACE. HA5 2 8 ALL HFELIGHT51 CORNER BRACING <br /> R4 10* OC H B 1 60 STEP BY STEPE TRUSS P RE TO�CI E EO H D 5EOLT 0 6 TRU552CONNECTKNJSTRU55 1COlUMN R, w u <br /> \ \ LOCATE AT COLUMN OR VERTICAL <br /> \ \\ <br /> 2-ROWS 1 O C.C. N 0 Z <br /> \ \\ \ 1 OR 2-PLY TRUSS TOP KNEE BRACE NILS AT 12" O.C. > <br /> 1 OR 2-PLY TRUSS CHORD .� <br /> INTERMEDIATE TRUSS BOTTOM 2-ROWS REQUIRED & Z 3 <br /> TRUSS CHORD AT EACH SIDE FOR W Z~N <br /> EVERY TWO PLYS E <br /> Llj <br /> KNEE BRACE TO BOTTOM KNEE BRACE Y�3 <br /> \\ AND TOP CHORD FASTENING / <br /> HD728 TRUSS TOP 3V <br /> P4-PLY <br /> / CHORD <br /> KNEE BRACE (5)-10d CC NAILS <br /> BOTH SIDES OF TRUSS Ci <br /> \\n n BOTTOM / STEN PLYS TOGETHER WITH ? <br /> CHORD ROWS 10d C.C. NAILS <br /> O NON-BOTTOM 12" O.C. STAGGERED ZTH SIDES m <br /> L� <br /> \\�\� NILS 6dTMP5. LOCATION / % O <br /> EA. MEMBER) TRUSS BOTTOM <br /> / CHORDdi <br /> N <br /> DIAGONAL GABLE BRACE CONNECTIONS 12 \� L1 D 7 2 p KNEES B URACE FTOO TRUSS TOP B BOTTWI .- H D 7 2 9 UNEEFRAIAE BRACE MKNEEBRACFASTENING 1".1 RO Q L~jt <br /> HB562 STANDARD TRUSS BRACING 3/6�1 EO �� O BOT. CHORD BRACE LOCATION HD729 Fl QCHORD <br /> Lu <br /> MPA-1 CLIP P/N #046022 PLY FASTENING � J ' <br /> 2X4 K2 SYP NAILER W/ W/(3) t 1/4" X 10 GA <br /> (1) 16d R.S NAIL SHEAR NILS PER FLANGE. <br /> O EA. END <br /> 3 OR 4-PLY 2X6 SYP #2 KD-19 ~ <br /> tOd CC NILS, // KNEE BRACE (PRE-CUT) w w <br /> 12" Q.C. <br /> n <br /> 11 <br /> o I KNEE BRACE TO COLUMN <br /> CONNECTION p <br /> i n <br /> 1 <br /> - I I <br /> In <br /> I I J <br /> I <br /> 2X6 N2 SYP BEV W/ 1 <br /> (2) 16d R.S. <br /> NAILS O EA. END. COLUMN (,D O <br /> � <br /> (CONFIGURATION AND lV Z o V <br /> USE THIS APPLICATION W/ USE THIS APPLICATION W/ NUUYBEAR OF PLIES N p �LL <br /> TONGUED CLM. (OR) FLUSH COLUMN (NO INSET) <br /> i <br /> s <br /> INSET FLUSH COLUMN GIRTS APP. TO I.S. j m <W <br /> KNEBRAC <br /> J <br /> IF130 STANDARD EAVE FRAMING 1.3"=1 E HD710 UNIEFRAMEEBRACE CONNECTION 1/Y R6 <br />