pb-2010-00194_0004.jpg EAVE PURLIN NAILING EAVE PURLIN NAILING PURLIN TO TRUSS PURLIN TO TRUSS TOP PURLIN
( AT SPLICE) (CONTINUOUS) (AT PURLIN LAP) (NO LAP) (CONTINUOUS IN LINE)
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3� 9( c04?4.
SPLICE TRUSS
2x4 PURLIN 2x4 PURLIN BLOCK
NAIL LAP WITH (4)10D (4) 10D NAILS
NAILS (2)PER END. KEEP PER END,
(3) 16D (3) 16D NAILS WITHIN 3' OF ENDS (8) TOTAL
NAILS NAILS
(6) TOTAL TRUSS 60D NAIL
TRUSS 60D NAIL (1) 100 NAIL 60D NAIL
(1) 10D NAIL TOENAILED FROM
TOENAILED FROM BACK OF TOP 2X4 2x4 PURLIN
BACK OF TOP 2X4
PURLIN TO END RAFTER
BUILDING PITCH PURLINS
WIDTH PER BAY (1) 60D NAIL & (1) 10D
24' 3:12 12 HOLD PURLIN FLUSH NAIL TOENAILED FROM
WITH EDGE OF RAFTER BACK OF 2x4 PURLIN
30' 3:12 16
40' 4:12 22 2x4 PURLIN
1x2 FILLER IF CLOSED GABLE see
47 4:12 22 VENTS. NAIL TO PURLIN ENDS
WITH A 10D. ELIMINATE 1x2 Nts Oe�
45' 4:12 24 sP
FILLER IF OPEN GABLE VENTS o V 6
48' 4:12 26 �E� �
51' 4 :12 28 `E �R� F pPCto�
54' SLC 3 :12 28
54' RLC 4:12 28 s s�oQE
60' SLC 3:12 32 3 2a
60' RLC 3.5:12 32
63' 3:12 34 24
66' 3.5:12 34 s ��E� (1) 60D NAIL
(fO
69' 3.5:12 36 2a (1) E NAIL
ENAILED)
72' 3.5:12 38 2a o
81' 3:12 42 A
90' 3:12 46 s 2x4 PURLIN
2x6 BEVELED ° • __ - - -- TRUSS
EAVE PURLIN
ICH
NOTE: MAXIMUM PURLIN SPACING IS 24` ON CENTER. BUILDING WIDTH - OUT TO OUT OF COLUMNS
NUMBER OF PURLINS PER BAY MAY CHANGE IF COLUMN
BUILDING HAS AN OVERHANG ON THE SIDEWALL
Buildin Size: Building Style:
g �' Engineering Office: Purl and steel Layout
307 Walter Road, P.O. Box 38
Mazomanie, Wieconein 53560
® P6=: 608- 795 -2294 D-- Br: SCH ) °b N., vi— prl
Buildings Pax: 608 - 795 -2576
Ori D -t - 2 - 90 KH I R D.t.: 7/15/09 WS P.ga:
6 °° DO NOT SCALE F ': Purlin & Steel Layout.dwg