HomeMy WebLinkAbout04110176 Building Plans1
A-401
10-011
1 G' -O"
5'-0118'-0" '_0��
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I G'-0"
TALL BARN AREA
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VENTA RIDGE I
( 12) 42' — 28# TRUSS
@ 8'-O" 0. C.
3.5 / 12 PITCH
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8'-0"
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8'-3 3/4"
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COLLI 5TORAGE AREA!
21 '-0"
3'-8 3/4"
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2) BRACES PER END
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PROJECT INFO
BUILDING DIMENSIONS
BUILDING WIDTH: 42'
BUILDING LENGTH: 88'
BUILDING INTERIOR CLEARANCE: 14'
DIAGONAL (42'-0" x 88'-0") = 97'-G 1/8"
OPENINGS:
ENTRY DOORS:
H3OG8 CANNONBALL WALK DOOR
W/ 9 -LITE X -BUCK
R.O. 38" x 82 1/4"
H4070 CANNONBALL DUTCH DOOR
R.O. 48 7/8" X 87"
OVERHEAD DOORS:
1 2' X 1 2' OVERHEAD DOOR
FRAME OUT ONLY
R.O. 11 '- 11 112" x 12'-2 112"
(FROM BLDG. REF. GRADE)
SLIDING DOORS:
I G' X 14' SLIDING DOOR
R.O. 15-4 1/2" x 14'-1 1/2"
(FROM BLDG. REF. GRADE)
WINDOWS:
A 4030 CANNANBALL WINDOW
W/ 5HUTTER5
R.O. 4G 1 /8" X 35"
M15C. OFENING5:
3G" METALWORK5 CUPOLA
B E55A
W/ WEATHERVANE * FAN FRAME OUT
R.O. REFER TO DETAIL ON PG 5-701
C 3G" METALWORK5 CUPOLA
W/ WEATHERVANE (NO FAN FRAME OUT)
R.O. REFER TO DETAIL ON PG 5-701
INTERIOR FINISH / INSULATION:
WALL INSULATION:
NONE
ROOF INSULATION:
112" THERMAX (STALL AREA ONLY)
CEILING INSULATION:
NONE
INTERIOR WALL FINISH:
NONE
CEILING FINISH:
NONE
EXTERIOR FINISH:
DRWG START DATE: 9-22-04
ROOFING TYPE:
ROOF SCREW PATTERN:
MAX -RIB STL.
ALT
SIDING TYPE:
51DING SCREW PATTERN:
MAX -RIB 5TL.
ALT
DESIGNER WALL SIZE:
DESIGNER WALL TYPE:
3G"
MAX -RIB STL.
SIDE OVERHANG 51ZE:
51DE OVERHANG TYPE:
1211 VENTED
END OVERHANG 51ZE: END OVERHANG TYPE:
12" NON -VENTED
RIDGE TYPE:
I YENTA RIDGE
47-1 1 1/4" 401-03/411
EF C\4P 01
EF B4M o MISCELLANEOUS ITEMS:
— NAIL PATTERN FOR TIP UP COLUMNS (SEE PG. 5-701)
O
I in I MIN. 4" SLAB ON GRADE W/ GXG W 1,4 X W I .4 WWF 4-
l G MIL VAPOR BARRIER OVf: R COMPACTED GRANULAR PILL
rJ W/ CONTROL JOINTS 20' O.C. MAX.
A-501 24" EAVELITE ON SOUTH 51DE ONLY
2X4 PURLIN BLOCKING @ PARTITION WALL TRUSS ONLY
112" THERMAX ON ROOF OF 42'X 48' STALL BARN AREA ONLY
B2P B2P B2P B2P B2N B2N C2N O C3N CB N 1 NO CONRETE STUBS FOR PARTITION WALL (REG. STUBS)
- P.I.P. PADS FOR ENTIRE 42'X 48` STALL ONLY
--.-.- ___-- _----� H2
OHD FRAM> OUT IN PARTITION WALL TO HAVE DOOR
— INSTALLED ON WEST SIDE
'FRAMEOUT BY FBi`
"INSTALLED BY OTHERS"-�L-----
DOWNSPOUT LOCATION
8'-0 8'-0 8'-3 3/4" 1 P -I 1 1/2" 3'-8 3/4" '=
" "
A-401
A rfi,zCe_
I G'-0" 8'-O" 1 0-3 3/4" 3'-8 3/4"
RELEPSED r CONS `,RUCTION
Subject to ccrnplianca with all r • S
;local Codes.
FLOOR PLAN � 3 DEPT OF C�J`V{NfUNI-i("RVICES
A -40I CITY OF CAR1MEL / CLAY T 3 -HIP
INDIANA
SCALE: 1/4" = 1'-0"
COLUMN SCHEDULE COLUMN TOP SCHEDULE PAD SIZE/ TYPE HEADER SCHEDULE END FILL SCHEDULE PRE-CUT GIRT SCHEDULE
FULL POST OR STUBS l r TIP -UP POST TOPS I I HEADER � �—
___ LABEL PAD 51ZE TYPE QTY. 5AKREfE ACCELERATOR LABEL HEADER SIZE HEADER REFERENCE LABEL COLOR/LENGTH
GIRTLENGTH CALOR
STUB / P05T ANCHOR ANCHOR ANGLE BRACKET
LABEL 51ZE LENGTH ANGLES FA5TENER5 ( COMMENT5 TYPE LABEL P05T 512E LENGTH I COMMENT5 M 14" 0 x 4" PRE -CAST N/A H I ) 2X4 / 2XG 5EE DETAIL H 1 PG. A-401 � RED I 17-0" RED
A 3 -PLY 2x6 10'-0" (2)14 -GA. I Gd GALV. R.5. TREATE=D STUB N/A 2 3 -PLY 2xG N/A BEARING DOOR I 51DE TOP N I G" 0 x G" PRE -CAST N/A H2) (3) 2X 10 SEE DETAIL H2 PG. A-401 it GREEN _ j 16'-3 3/4" _GREEN --�
B- 3 -PLY 2x6 5' (2)10 -GA. N/A CONCRETE STUB REG. 3 3 -PLY 2xG N/A NON-BEARING DOOR CORNER P 20" QS x 8' P.I.P. I N/A l YELLOW16'-0" I YELLOW
C 14 -PLY 2x6 5' (2)1 O -GA. N/A I CONCRETE STUB OFFSET 4 E 3 -PLY 2XG N/A END TOP
5' 0 1l4" ORANGE
I
. _-- ---------------- ._..... _ � 13'-3 3/4" PURPLE t
BLUE
3'-8 3/4" l RED
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DRWG START DATE: 9-22-04
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DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
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DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY:
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EFBiRDJE=#:630399
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"IF B/ TRU55
BLDG. REF. GRADE
WEST END
S ALE: 3116" =1'-0"
EAST END
SCALE: 3/16" = 1'-0"
"COPYRIGHT FBI Buildings, Inc.
5TEEL GUTTER
MAX -RIB 5TEEL 51DING
36" DESIGNER WALL
ALUM. DRIP CAP
SOUTH SIDE
SCALE: 3/16" = 1'-0"
NORTH SIDE
SCALE: 3/16" =1'-0"
DESIGNER WALL 5T1=1=L NOTES:
ALL DE51GNER WALL ON DRIP CAP
TO BE 5-0" SHEETS
ALL DESIGNER WALL ON POST -TRACK
TO BE 2'-8 112" SHEETS
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DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY: Jamie
SHEET:
A�201
L: B! PROJECT #: 630399
2x4 PURLINS, @
2'-0" O.C.
STEEL ROOFING
SCREWED ON
112" THERMAX
GUTTER
2x6 BARGE BOAF
FASCIA (AJ- 1 2)
12" ALUM, SOFFI
(VENTED)
"F * J" CHANNEL
IOD:ta]WYY)Ltxilpll�•Ippll/YLJIY CLUJ �LV.`l+YI'Wlat° -�-- — __—_v-`--- v ,.VrvlJ"4 11YYl1l kLVAAIJI
Tap chard 2xID SP 2250f -1.9E In lieu of structural pante or rigid ceiling use pwlins to brace TC (LD 24" OC, BC @ 120" OC.
Bot chord 20 SP SS
Wehs 2x4 SP N2 Trusses to be spaced at 96.4" OC maximum.
Deflection meets W480 live and W60 total IOad.
TRUSS BRACENG!!�
SCHiy rrrr
' SEE FINE PRINT FOR BRACING DETAILS OF WEBS���`1 • �,� �ir�
DESIGNATED (A), (B), OR (C). cy► •.�y�-;
MAXIMUM T.C. PURLIN AND B.C. TIE SPACING A5 ;� No.
SHOWN IN FINE PRINT, B.C. TIE5 CAN BE INCREASED 10200092:,x_
TO , 0'-0" O.C. IF FBS INSTALLS STEEL, WOOD PANEL,`
OR DRYWALL CEILING. Of�. STATE OF Z11L�?
AL. s �.
3'11 "7 311 "7
�. 11'3"9 --._. - - 5'9" 5'9 - { -- 11'3"9 - .....
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t 12 8X 12(13)
3.5
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Rv=4704# W-7"8 Rv=4704# W=7
TAG= Tl SEQ= 18655
PLT. TYP.-WAVE TP11995(STD) QTY= 12 TOTAL= 12 REV. 6.00 SCAL F =0,1667
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••WARNING•• TRUSSIiS RiiQU1R1i FJt'TREMI; 'ABRIC'ATING, HANDLING, SHIPPING, iNSTALLJNO AND BRACING.
CrHRACINC),
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REFER To HIB -91 if{ANDLING INsrALLING AND PUHLtSHFD BY TPI (MUSS PLATE INSTITUTE, 583
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TC LL 2O.Opsf REF
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D'ONOFRIO DR-, SUM 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
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FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
►�
TC DL 4.Opsf DATE 09-20-20N
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PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT- FURNISH
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------- - -- -- - - -
COPY OF THIS DESIGN TOINSTAILATION CONTRACTOR. ALPINEIRN094EERM PRODUCTS, INC., SHALL NOT BE
BC DL 4.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DBSIGN; ANY FAILURE TO BUIL THE TRUSS IN CONFORMANCE
1�
---- - - - - - - -- -- -
TPI; OR PABRICATING, HANDLING, SHIPPING, INSTALLING !BRACING OP TRUSSES. DESIGN CONFORMS WITH
BC LL O.Opsf MLH
APPLICABLE PROVISIONS OF NOS(NA HONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE
MADE OF 20/18/160A (W,2BHS/I8HS/K) ASTM A653 GRADE 40/60 (W,K/HS) OALV. STEEL. APPLY PLATES TO EACH
TOT.LD. 28.Qpsf 42
FACE OF TRUSS AND, UNLESS OTHERWISE LUTHI
CATED ON S DEMON, POMHON PER DRAWINGS 160A-2; ANY
OiA I.EN.
- ---- ----- - - — -
INSPEC190N OF PLATES FOLLSWED BY (I) SHALL. RE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS
1.15
DRAWING INDICATES ACCEPTANCE OP PROFESSIONAL ENGINEERING RFSPONSIBLITY SOLELY FOR THE TRUSS
DUR.FAC.
COMPONENT
FTHEBUN)INOTHESDF�SIGB�YLANND SSBO1SEC.I PONFNTPORANYBUI.DINOISTHE
SPACING 96.0" ---- -
TYPE COTTITI
STEEL SIDING
SCREWED ON
{) 2x4 GIRT5 @
{ ) APART
ABOVE DESIGNER WALL
2xG DES. WALL GIRT
Z -FLASHING (PBFA)
30 DE51GNER WALL
t (2) I/2" BOLTS THROUGH COLUMN
2x8 TR. CM. FA5TENED COLUMN BRACKET
WITH SPLIT -DRIVE ANCHORS EMBEDDED IN CONC.
N
CONC. FLOOR
DRIP CAP BY OWNER
1
100'-0"
BLDG REF GRADE ___i `'
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-II -J
III A
STEEL REINFORCED PRE-CA5T
-1 —1 CONCRETE STUB
CONC. EMBEDDED
-III UPLIFT ANCHORS
CONC PAD
4 WALL SECTION
�11
SCALE:1/7'= 11-011
_`COPYRIGHT FBi Buildings, Inc.
T/ SLAB
2x4 PURLIN5 @
2'-0" O.C.
STEEL ROOFING
SCREWED ON
GUTTER
2x6 BARGE BOAF
FASCIA (AJ -12)
12" ALUM, 50FFI
(VENTED)
"F # J" CHANNEL
TRUSS DRAINING
SCALE: N.T.S.
STEEL SIDING
SCREWED ON
O 2x4 GIFTS @
( ) APART
ABOVE DESIGNER WALL
2x6 DES. WALL GIRT
Z -FLASHING (PBFA)
36" DESIGNER WALL
(2) 1/2" BOLTS THROUGH COLUMN
COLUMN BRACKET
2x8 TR. CM. FASTENED EMBEDDED IN CONC.
WITH SPLIT -DRIVE ANCHOK5 d
N
CONC. FLOOR
m BY OWNER
DRIP CAP
100'-3"
100'-0" 1
T/ SLAB
BLDG REF GRADE j— ! _ -
—I l . —I
�. I STEEL REINFORCED PRE-CA5T
i — CONCRETE STUB
CONC. EMBEDDED
-- UPLIFT ANCHORS
itJ
CONC PAD
= t.
rTN WALL SECTION
�11
SCALE: 112"= 1'-0"
2x4 PURLINS @
2'-0" O.C.
STEEL ROOFING
SCREWED ON
GUTTER
2xG BARGE BOARD W/
FASCIA (AJ -1 2)
12" ALUM. 5017 FIT
(VENTED)
"F # J" CHANNEL
24" EAVELITE
Z -TRI M
STEEL 51DING
SCREWED ON
O 2x4 GIRT5 @ —
{ ) APART
ABOVE DESIGNER WAL
Z-FLA5HING (PBFA) -
30 DESIGNER WALL -
2x8 TR. CM. FASTENED
WITH SPLIT -DRIVE ANCHO
DRIP CAP
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2xC
2x6
2x6
PO5
(1) 505 SCREWS #
(4) I Gd NAILS
(EACH 51DE OF HEEL)
3 -PLY 2xG STUB W/
CENTER SLOT FOR
TRU55
HEADER DETAIL H1
SCALE: 1" = 1'-0"
(3) 2X) 0 HEADER W/
(2 1) 1 Od @ STUB
(24) 1 Od @ P05T
2xG 5PF W/ (1) I Od @ —
24" O.C. EACH 51DE
1 I2'-2 112"
B/ HEADER
ACTUAL OPENING
11 '- I I 112" x I I'-1 1 1/2"
HEADER DETAIL H2
SCALE. i -1 0
12
3.5�
TRU55
B/ TRUSS
(1) SDS SCREWS #
(4) 1 Gd NAILS
(EACH SIDE OF HEEL)
LAM, P05T
2x6 DES. WALL GIRT
1 112"
BEARING BLOCK AT DOOR P05T
FIT TIGHT AND FASTEN WITH (2)
I Od NAILS STAGGERED @ C" O.C.
2xG 5YP CONTINUOUS IN51DE
2x4 CONTINUOU5 OUT5IDE
FIT TIGHT UNDER HEADER *
FASTEN W/ (1) 1 Old @ 1 2" O.C.
(2) 1/2" BOLTS THROUGH COLUMN
COLUMN BRACKET
_ EMBEDDED IN CONC.
N
cr1 CONC. FLOOR
BY OWNER
100'-3"
7= T/ SLAB
-1'II
III =III - STEEL REINFORCED PRE-CA5T
__ .. CONCRETE STUB
I11 -III II
I_ CONC. EMBEDDED
UPLIFT ANCHORS
i
CONC PAD
2 WALL SECTION
�11
SCALE: 1 J2" =1'-0"
LAM. COLUMN
2XG SILL PLATE W/
SILL SEALER
CONCRETE FLOOR -
(BY OTHERS)
2x4 PURLINS @ -
2'-0" O•C,
STEEL ROOFING --
5CREWD ON
1/2" THERMAX
GUTTER
2x6 BARGE BOARD W/
FASCIA (AJ -1 2)
12" ALUM. SOFFIT —
(VENTED)
"F # J" CHANNEL
24" EAVELITE
Z -TRI M
STEEL SIDING
SCREWED ON
() 2x4 GIRT5 @
( ) APART
ABOVE DESIGNER WALL
Z -FLASHING (PBFA)
3011 DESIGNER WALL
WALL SECTION
�11
SCALE: 1/2" =1'-0"
12
3.5
2X4 PURLIN BLOCKING
MAX -RIB STEEL ROOFING
WwWINW,
1 14'-3"
B1 TRUSS IRV
INTERIOR STEEL LINER
2X4 GIRTS @ 24" O.C.
KEEP 2X4 OFF CONCRETE
AJ -13
100'-3" JA
— T/ 3 LAB
a
R ANGLES
PAD
TRU55
B/ TRU55
(1) 5D5 SCREWS #
(4) 1 Gd NAILS
(EACH SIDE OF HEEL)
LAM. P05T
2x6 DES. WALL GIRT
(2) 112" BOLTS THROUGH COLUMN
_702x8 TR. CM. FASTENED COLUMN BRACKET
EMBEDDED IN CONC.
WITH SPLIT -DRIVE ANCHORS
N
° CONC. FLOOR
DRIP CAP BY OWNER
100'-0" 100-3'
BLDG REF GRADE -! I III III I I I 1-11'� ^' ( u SLAB
i — STEEL REINFORCED PRE-CA5T
CONCRETE STUB
SII III-11�
I I CONC. EMBEDDED
- UPLIFT ANCHORS
�t
CONC PAD
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SCALE: 1/2"= 1'4'
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DRWG FILE NAME. Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
SHEET:
A-401
FBI PROJECT #:
630399
NOTES:
1. Place inside face of offset jamb stub
flush with inside edge of door opening with
bracket away from door opening.
2. Set 3 -Ply laminated column in pocket of
PC and fasten with SDS's.
3. Drill holes for bolts.
4. Set 4' block on top of concrete and tap
against SDS heads. Remove and use drill
to "countersink" holes for SDS heads.
5. Place block against column on top of
concrete stub and fasten with (10) 10d air
nails.
6. Drill holes in block for bolts.
7. Insert carriage bolts through all four plies.
Tighten until head of bolt is flush with jamb.
8. Cut SYP block to fit tight to block
underside of the following:
-Beam or header for sliding doors;
-Truss for overhead doors.
Fasten with (2) 10d nails @ 8" o.c.
9. Set header and truss per specs.
3 -PLY COLUMN
DOOR JAMB PERMA COLUMN
0
0
NOTES:
1. Place inside face of offset jamb stub
flush with inside edge of door opening with
bracket away from door opening.
2. Set 3 -Ply laminated column in pocket of
PC and fasten with SDS's.
3. Drill holes for bolts.
4. Set 4' block on top of concrete and tap
against SDS heads. Remove and use drill
to "countersink" holes for SDS heads.
5. Place block against column on top of
concrete stub and fasten with (10) 10d air
nails.
6. Drill holes in block for bolts.
7. Insert carriage bolts through all four plies.
Tighten until head of bolt is flush with jamb.
8. Cut SYP block to fit tight to block
underside of the following:
-Beam or header for sliding doors;
-Truss for overhead doors.
Fasten with (2) 10d nails @ 8" o.c.
9. Set header and truss per specs.
3 -PLY COLUMN
CREW TO FILL IN ABOVE 4'
BLOCK PER NOTES
4' PRE-CUT BLOCK W/
112" NOTCH FOR BRACKET
°7
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(2) 4 112" STRONG DRIVE
SCREWS THROUGH 3 PLY5
(EACH SIDE OF COLUMN)
(2) 1 /2" x 7" CARR. BOLT5
HROUGH ALL 4 PLY5
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DERMA COLUMN JAMB DETAIL
SCALE: 1" = 1'-0"
COPYRIGHT FBi Buildings, Inc.
DOOR JAMB DERMA COLUMN
CREW TO FILL IN ABOVE 4'
BLOCK PER NOTES
4' PRE-CUT BLOCK W/
1/2" NOTCH FOR BRACKET
(2) 4 112" STRONG DRIVE
SCRI WS THROUGH 3 PLY'S
(EACH SIDE OF COLUMN)
(2) 1/2" x 7" CARR. BOLTS
< HROUGH ALL 4 PLY5
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DERMA COLUMN JAMB DETAIL
SCALE: V = 11"
PERMA COLUMN CORNER DETAIL
SCALE: 1/2" = 1'-0"
DRWG FILE NAME: Floor plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
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SHEET:
A-501
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DRWG FILE NAME: Floor plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
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SHEET:
A-501
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DRWG FILE NAME: Floor plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
SHEET:
A-501
C 13 PROJECT #:
630399
atnrF
VENTA-RIDGE
W/ BIRD NETTING
SCALE: 11/2' = 1'-0'
NOTE:
CUT 5KYLITE TO 2'-G" \ZE
OF 5'�
GSA PRC)X' 2 VENTA RIDGE
2'-6" 5KYLITE
rCAULKING
ROOF STEEL
4S" ORYL1TE WI VENTA KIDUE
SCALE: N.T.S.
CUPOLA R.O.
(REFER TO NOTE BELOW)
2x 12 BOX FRAME
PA 8 112
OR WIDER
ROOF STEEL �'
� I - � Z i� Lia_ -- . _
L
TYPICAL MWI CUPOLA
NON OPERABLE
SCALE: 1 1/2'=1'-0"
APPLY BEAD OF CAULK
UNDER RAKE @ SCREW SCREW
LOCATION
ALWAYS HAVE RIB UNDER
RAKE OR BEND FLAT OF
I , STEEL UP W/ 3/4" LIP
POC APPLICATION TYP.
@ END RAKE
CUPOLA BASE
LAP OVER BOX
2x 12 RIPPED TO CORRECT HEIGHT
DRIP CAP
36 FLASH BENT TO ROOF PITCH W/
AJ -1 O AT EACH END
GASKET
TOP OF TRU55
NOTE:
R.O. POR CUPOLA 15
3/8" LESS THAN ACTUAL SIZE
EXAMPLE:
48" CUPOLA= 47 5/8"
30 CUPOLA= 35 5/8"
24" CUPOLA= 23 5/8"
CUPOLA 5A5E
LAP OVER BOX
PA 8 112
OR WIDER
ROOF STEEL
2x8 FRAMING
CUPOLA R.O.
(REFER TO NOTE ABOVE)
2x 12 BOX FRAME
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46- I Gd
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2X8 BOX
2x 12 RIPPED TO CORRECT HEIGHT
DRIP CAP
3x5TE BENT
D ROOF PITCH W/
10 B
GASKET
2x4 AROUND IN51DE OF FRAME
(8) 2x8 J015T HANGER TOP OF TRUSS
TYPICAL MWI CUPOLA
OPERABLE
SCALE:1 V2'= T -Ir
SCREW PATTERNS (IE APPLICABLE)
ALTERNATING SCREW PATTERN
5TEEL LAP STEEL LAP
50LID ROW
STEEL LAP 5TEEL LAP
l f
ALTERNATING ROW
COPYRIGHT FBi Buildings, Inc.
SOLID SCREW PATTERN
STEEL LAP 5TEEL LAP
h
50LID ROW
5TEEL LAP STEEL LAP
I
5.0LID ROW
RAKE
POC
TOP CHO
END TRU`.
STEEL 51[
BOTTOM
END TRU:
STEEL ROOFING
END BRACE DETAIL
SCALE: 1/2' =1'
THIS VIEW IS
INSIDE LOOKING OUT
NOTE,
CUT ALL PLIE5 @
DIM. FROM GRADE
51
11 31
2x8 CM
--- -- -
BL G. RAGE
3 -PLY TILT -UP STUB DETAIL
SCALE 1 " = P-0"
FASTENERS
MODEL
NO
-----
CARRYING MEMBER I
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CARRIED
Jamie
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46- I Gd
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HGU526
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20-166
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8-16d
HGU526-2
20-1191
8-1 Gd
HGU526-3
20-16d
8-161
HGU528
36-IGd
12-166
HGU528-2
'
-
36-IGd
12-1 Gd
HGU528-3
36-16d12-166
jHHU5210-2
—
30.161
t 0- 16d
HHU5210-3
30-1191
10-161
HU210
8-161
4-IDel I 1/2
HU210-2 MAX
18-161
I
10-I0d
I HU210-2 MIN
)4-16d
6-I0d
HU 210 TF
12-1 Gd
4- 1 Od 1 1/2
11 2 -3TF
)G-I6d
i
16-)6d
HU212 TF
4-1 Gd
6- I Od X I I /2
HU -6.
4-16d
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HU28
6-)6d
4-IOd 1 112
HU5210
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30-161
0-161
HU52 I 0-2
I 8- 161
8-1191
HU526
— _ -
14-) Gd
HUS25
22_)6&
8-161
HU528-2
G -16d
6.166
10
rLM-
4-166
2-104 1 I/2
L6212
4-166
2-, Oct 1
` LU210
-
_ _
I 10.161
-1/2
6- I Od 1 112
LU 24
4-1 Gd
2-FOd 1 1/2
j LU 26
__.
6-76d
4-IOd i I/2
W28
8- 16d
6- I Od 1 1/2
LU52108-IOd
4-1 Od
LU5210-2
8-1 Gd
6-16d
LU526
I 4-1111
LU528
6- I Od
I
r
LU528-2
6-161
4-113d
SIMPSON HANGER CHART
)RD
USS 1N
CHORD
USS IN
THIS VIEW 15
INSIDE LOOKING OUT
NOTE:
CUT ALL PLIE5 @
DIM. FROM GRADE
71
51
11� 31
2x8 CM
6LOG.R a GRADE
4 -PLY TILT -UP STUB DETAIL
SCALE I'= 1'-0°
TACK
BIRD ME5
F * J CHANE
ME5H TO
UNDER F +
BIRD MESH @ OVERHANG
SCALE: i' =1'-0'
THI5 VIEW 15
IN51DI_ LOOKING OUT
NOTE:
CUT ALL PLIES @
DIM. FROM GRADE
T5
NOTE:
USL APPROPRIATE DETAIL
CAI -LED OUT ON SHEET A- 10 1
ALL. DETAILS MAY NOT APPLY.
I Od RING SHANK NAILS
THROUGH BLDCKING INTO POST @ 4" O.C. - 5W400
2x6 BLOCKING (SYP # 1 or BETTER)
2x4 GIRTS @ 24" O.C. (max.)
- (1) LAYER 7/1 G" 055
1 G ga. x 1 3/4" STA'71-1=5 @ 2 112" O.C. @ PERIMETER - 5W400
-TYPICAL LAMINATED P05T 12" O.C. @ INTERIOR -5W400
SHEARWALL DETAIL
SCALE: 1'= 1'4'
3' GALV. AIR NAILS @ !' IN
# 1 !/2" FROM SPLICE
3" GALV. AIR NAILS Q 2" IN
# 4 1/2' FROM 5PUCE
OUTSIDE PLY OF COLUMN
TR. PART OF COLUMN
BLOCKING
WEEN GIRTS
.ARWA R
24'I O.C. FO
BUILDING GIRTS
.M.
2x4 GIRT TOP OF WINDOW
DO COK
FO
OA
O
NOTE:
�OC9
VMW�INDOW
UMBER FOR WINDOW BOX I5
THE SAME AS POST 51ZE
FRAME OUT DETAIL
SCALE: 1 " = 1'-0"
�Q .1
00�� �2� 2 ��` Q
4 2
U 2� �00�
00
QOM
PLY OF
TR. PART OF COLUMN
MAX -RIB STEEL—
ROOF SHEET
0\9 LUOMBER FOR TR. THRESHOLD 1� FLAT
PART
F LUMBEHEADER
A5 Th PE 05T SAME 512E
WALK DOOR FRAME OUT DETAIL
SCALE: 1/2'=1'410
(TIP -UP) NAIL PATTERN
SCALE: I' = P-0'
8)-3" GALV. AIR NAILS
EACH 5IDE
3" GALV. AIR NAILS
@ 3' APART WI WIDE
NARROW PATTERN
I 2'
� tV
COLUMN SPLICE {'>
2x4 BLOCKING LAID FLAT
BETWEEN EACH PURLIN W/
(2) 1 Od NAILE5 EACH END
OF
\-2x4 PURLINS 24" O.C.
7/1 6" O.S.B. PANELS
T�Ujp T50 BOTTOM OP
FASTENING PATTERN
16 ga. 1 3/411 STAPLES @ 5" O.C. @ PERIMETER
I G ga. 1 3/4" STAPLES @ 12" O.C. @ INTERIOR
ROOF SHEAR DETAIL
SCALE: 1/2, =1'-0'
DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
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DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
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SHEET:
SI�701
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DRWG FILE NAME: Floor Plan
DRWG START DATE: 9-22-04
DRAWN BY:
Jamie
SHEET:
SI�701
FBIPRDJECT #: 630399