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10/23/2007 12:20 5035891728
ALLIANCE ENGINEERING
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PAGE 03/08
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NAIL TOP GRI To POST
W/ (4) (MN) Ifid OR 20d NAILS
(6) 16d OR 20d NALS
/
2X CORBEL BLOCK TO MATCH POSI MIRTH FREE
OF SPUTS. CHECKS. AND SHAKES
BEFORE AND AFTER NAILING
NAL 10 POST W/ (8) 15d OR 2Dd NAILS
TYP UNDER TRUSS HEEL
(6) 16d OR 2Dd NAILS
CONTINUOUS 2X CORBEL BLOCK TO NAICH POST
WDTH FREE OF SPOTS, CHECKS, AND SHAKES
BEFORE AND AFTER NAILING
NAIL TO POST W/ (8) 16d OR 20d NAILS
TYR (6) PLCs UNDER RAFTER HEEL
DETAIL
2
INSTALL (3) 20d NAILS 2� DEEP
IN EA POST FACE 0 MID -SUB
DEPTH FOR POST CONSTRAINT
\\//J�r\ PERIMEIEfT POST
E� TAIL 3
LENGTH: 60-0
EAVE HT: 14'-0'
ROOF SLOPE: 3 W 12
TRUSS SPACING: 12 -0
BUILDING CODE.;.
WAND LOAD: 40 MPH
EXPOSURE: C
ROOF SNOW LOAD:35 PSI -
DEAD LOAD: S PS -
SOIL BEARING 1.5 KSF
SEISMIC CATEGORI' D
IRC- 2006
�u�.wrr"c.rwrrroir. a rwrcue.
12
NAIL TOP GIRT TO POST
W/ (4) (MW) 166 OR 2Ud NAILS
�-(6) 16d OR 20d NNLS
(4) (MIN) Ifid OR 20d NAILS
(2) 5/8'0 A-307 BOLTS
W/ MUT & FLA T WASHERS EA SIDE
• 2X CORBEL BLOCK TO
MATCH POST WIDTH
(SEE STANDARD DETAILS
FOR BOLT SPACING &
BLOCK SIZE)
DETAIL i
DETAIL 2
DETAIL 1FINAL
29 GA METAL SHEATHING
TIP ROOF AND WALLS
2X6 #2 H -F COMMERCIAL GIRTS O 24' (MAX) O.C.
EXCEPT AS SHOWN ON ELEVATION HENS DRAIMNC
(SEE GENERAL NOTE 1 BELOW)
P.T. BOTTOM GIRT
TO POST W/ (fi) Ifid OR 20d NALS FA END
GENERAL NOTES
I. GIRTS MAY BE INSTAUD COMMERCIAL STYLE
AT 24' O.C. BY THE CONTRACTOR WATH 2X
BLOCJKING BETWEEN MEMBERS OR WITH
SMPSON LU26 HANGERS (OR EQUAL). IF 2X
BLCICKING IS USED, THEN NAIL BLOCKRRG 70
POST WITH (6) 20d OR (6) 16d NAILS (MIN).
NAIi (ARTS TO BLOCKING KITH (2) 20d OR (3)
15d NAILS AT EACH END.
UACKFILL PER POST/BRACING NOTES ON -PTB -01
(SEE CONSTRUCTHON NOTES)
6' THICK GCPIICRETE FOOTING
(SEE CONSTRUCTION NOTES)
LAPPED 42 O -F PURLINS 0 24- (NAY) O.C.
ILL PFR MIAIL 1 ON LAPPED PURLN OETALS DRAWING
r -NAIL 2X6 BLOCKS TO TRUSSES/ RAFTERS
W/ (2) IGd OR 20d NALS EA SDE
TRUSSES BY OTHERS
SEE DETAIL
SECTION A I
A
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L"w.polebuildingcngincuing.com
2700 Markel SI HE Salem oreon 97301 W� 589-
g3ENrcA1CbNLa�
FARM & HOME CUSTOM SLO GAYLON STUCKI
PO BOX 675 7300 E FOOTHILL ROAD
REX13MG, ID 83440 IDAHO FALLS, 10 83401
DATE: M OCT 07 DWG NU: JOB N0: F
DRAM1 DY: DN PL T 4X64 PFB-03 of 07 2nfno7
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TRUSS HEEL
(6) Hid OR 2Dd NAILS
2X CORBEL BLOCK BY 6' (MN) LONG
• W/ (12) 16d OR 20d NAILS
PLACE NAILS AT 1-1/4' (MM) FROM
BLOCK EDGE & AT 2-1/2' (MN) OC
TRIM FOR TIGHT FIT BETYFFN TRUSS HEEL
& RAFIER HER
TV ON EACH GABLE WALL POST UNDER
EACH TRUSS HFA O SHED CONNECTION
PROA9DE SAVSON LSTA18 PERFORAIED STEEL STRAP
OR EQUAL 0 ALL LATERAL BRACF./TRUSS CNOtD CONNECRO14S
NAIL STRAP TO LATERAL BRACE/TRUSS CHOR7S T1/ Rd NALS
FILL ALL HOLES
EYP
ROOF PPRUN-
-RAFTER HEEL
TYP
(6) 16d OR 20d NAILS RAFTER (HELL
TYP (6) 16d OR 20d NNLS `TOP CHORD Of TRUSS
16d OR 20d NAILS 6 T2' (MAX) O.C."
2X CORBEL BLOCK BY 24- (MIH) LONG ADDITIONAL 2X6 BLOCK
2X6 WN
W/ (20) IN ID 20d NAILS D Of E ( )- \ JERAI
(216d6d OR
BLOCK ON R FA AND OUTSIDE Q EACH
POST UNDER EA RAFTER HEEL 20e NAILS G SIDE
PLAEE NAILS AT 1-1/4(MN) FROM ATTACH DIAGONAL BRACE 70 TOP
BLOCX EDGE & AT 2-1/2' (MN) D.C. CHORD OP TRUSS
\ WALL SHEATHING W/ SIMPSON LU25 HANGER OR FOUAL
`- 2X CONTINUOUS CORBEL BLOCK 2X6(MIN) ATTACH PER MFR'S SPECTFKAKNS
NAL TO POST W/ l6d OR 20d NAILS BOTTOM CHORD OF TRUSS
POST O 6' O.C. STAGGERED, VERTICALLY. ATTACH w/ SIMPSON LU26 OR EQUAL
PLACE NAILS AT 1-1/4' (MN) FROM TRIM DIAGONAL BRACE FOP. TIGHT FIT
BLOCK EDGE & AT 2-1/2' (MIN) O.C. ATTACH VERTICAL LEO OF BRACE 10 STRONGBACK
HORIZONTALLY. W/ SMAPSN LSTAIB PERFORATED STEEL. STRAP OR EQUAL
TYP ON EAC14 GABLE POST UNDER NAL STRAP TO LATERAL BRACE & STRONGBACK W/ Bd NAILS
EACH RAFTER HEEL 0 SHED FILL ALL HOLES
NOTE: ALL 2X BLOCKS TO MATCH POST 9131K CONNECTION TYP
2X6 STRONCIACK. STRONGBACK MAY BE
SHED GABLE RAFTER SPLICED O LATERAL BRACES ONLY
NAILS RO 10 6s CK 20d TO 0 TTOMONAILCHORD
R O.C.
POST TYP
LATERAL BRACE DETAIL
NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH
(,—,,_GABLE TRUSS GABLE RAFTER 0 SHED CONNECTION
""
FRAMING DETAILS
ALILIA (CG EN INQRJ�
www.polebuildingengineering.com
2700 Mwket St NE - Salm. Ore oD 973DI M 589-
Dr' URD §, LOCAT,
FARM & HOME CUSTOM SLOG GAYLON STUCKI
PO BOX 675 7300 E FOOTHILL ROAD
REXBURG, ID 83440 IIDAHO FALLS, ID 834_011
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NOTE' FOR METAL ROOFS _
MATH ROOF SLOPE LESS 9 29 GA. METAL SHEATHING
THAN 3 IN 12 SEE NOTE 10
ON CONSTRUCTION NOTES. 1
2X (MIN) FRAMING MEMBER J R'.? X 1" LONG SCREW'S 0 9' O.C. (MAX)
NOTE. NO STITCH SCREWS RFWRED
FASTEN THE 29 CA METAL STIEAIHING TO THE FRAMING MEMBERS USING p9 X I' AT S' O.C. ADJACENT TO
EACH OF TLE MAJOR RIBS. RiE FASTENERS SHALL BE 1/2' (MIN) FROM PANEL EOCES-INCREASE LENGTH
OF #9 SCREWS BY THICKNESS OF ANY APPIIED SUBSHEATHING.
TYPICAL SCREW SCHEDULE
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DANfiA FM TILS DRAMMG TO BE 1 FOR ANY OTHER BUILDING LOCAIKMN THAN VH
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0 24' O.C. IMO SPAN PANEL OVERLAP r9 x 1-1/2' smw; 7
MSI x 1-1/2" SCREWS
NOTE FOR METAL ROOFS 1/2" (IAN)
WITH ROOF SLOPE LESS EDGE WSTANCE
THAN 3 IN 12 SEE NOTE 10
ON CONSTRUCTION NOTES.
2X (MIN) FRAMING MEMBLR 2X (UIJ) FRAMINC MEMBER /
9"
(MAX) r29 GA MFFAI lHF.ARBNG
2X (MIN) FRAMING MEMBER `i'9 X 1-1/2- SCREWS 9 B O.C. (MAX)
FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING 19 X 1-1/2 AT 9' O.0 ADJACENT TO EACH OF
THE MAJOR RIBS. PARALLEL TO THE PANEL RIBS. AT TERMINATING EDGES, THE IT9 X 1-1/2" SCREWS SHAT BE SPACED
AT 12" O.C. (ADDITIONAL. BLOCKING MAY BE REOUTRED TO ACHIEVE PROPER SCREW SPACING AT TERMINATING EDGES). THE
FASTENERS SHALL SE 1/2' (AIN) FROM PANEL EDGES. THE UEC( SID' LAPS SHALL BE FASTENED TOGETHER WITH 114 X
7/B' LONG SELF DRILLING SCREWS MID SPAN BETNEEN THE SUPPORT'S A7 2e O.C. (MAX). INCREASE LENGTH OF J9
SGREWS BY THICNONESS OF ANY APPLIED SUBSHEATHING.
ALTERNATE SCREW SCHEDULE
AILS
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