HomeMy WebLinkAbout0658.95.4REVERSE DETAILS
10' -O" PLATE LINE
71R.DER TRUSS IIB11
.ALE: I /4 "= I'-O"
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10' -O" PLATE LINT=
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CONTINUOUS RIDGE VENT
ASPHALT SHINGLE5 W/ #15 BUILDING PAPER
- —ON 1/2" ROOF 5HEATHIN6 W/ SPACERS
PRE -ENO WD. TRUSSES ® 24" O.G.
GONFI&URATION BY TRUSS MANUFACTURER
INSULATION AS REQUIRED
WIND BRAGIN6
EXTERIOR GORNER5
FIN15H FLOOR
ON 3/4" T d 6
12" Til FLOOR TRU55E5 (5PACIN6 TO VARY)
4" GONG. SLAB W/ 6 MIL POLYETHELENE
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TAP IAI A
L7 r--) L-- D T iD I I C, C, 11 A 11
SEAMLESS ALUMINUM CUTTER
Z—W/ DOWN SPOUTS ON Ixb FASCIA
GONT. VENTED SOFFIT
PROVIDE FREEZE BOARD
AS 5HOWN ON ELEVATIONS
BRICK W/ AIR5PAGE
112" EXTERIOR 5HEATHINC
W/ 2x4 WD. 5TUD5 O 16" O.G.
3 1/2" (R -II) BATT INSULATION
ON 1/2" DRYWALL
5PLA5H BLOCK
1
FIN15H GRADE TO VARY
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8" POURED CONC. WALL
W/ WATERPROOFING a EXTERIOR
40- DRAIN TILE 5ET IN 12"
PEA GRAVEL BED
MIN. 2" BED-4" COVER
�'.'... • • ' ' 16 "x8" CONT. GONG. SPREAD FT-6.
W/ CONTINUOUS KEYWAY AND
(2)-#5 RE -BARS CONTINUOUSLY
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35' -01" TRU55 "A"
— MATCH
TRU55 "All
1
BU I LD I NO SEGT I ON A -A
TRU55 SET "G"
2x8 OVERFRAMINc
34' -1" TRU55 "B"
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38' -2 I/2" TRU55 "Al"
2x10 TER5 4 OVERFRAME
MATCH
TRUSS "A°
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BU I LD I NO SEGT I ON A -A
TRU55 SET "G"
2x8 OVERFRAMINc
34' -1" TRU55 "B"
RI J11 1-)INr l::�>=r,TInN D -D
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38' -2 I/2" TRU55 "Al"
2x10 TER5 4 OVERFRAME
MATCH
TRUSS "A°
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OPT. WALKOUT WAL
BUILDING SEGTION B -B
SCALE:
1
DU I L_ L,/ I INCA JLU I I L./I `l V —u
TRUSS SET "A"
GIRDER TRU55 "A"
ROOF FRAMIN6 PLAN
SCALE: I /8 "= I' -O"
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 P5F LIVE LOAD
10 P5F DEAD LOAD
Design Loads:
I. THE GARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHING, AND BRIDGIN6. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A 5UFFIGIENT NUMBER OF NAILS, 5GREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
GON5TRUGTION.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DE5167N SPECIFICATIONS FOR 5TRE55 GRADE LUMBER
AND ITS FA5TENI N65.
JOISTS AND ALL OTHER:
N0.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = I,7160,000 pdi
3. ALL FIRST FLOOR SILL PLATES, CRAWL 5PAGE
FRAMING, AND 5TRUGTURAL MEMBERS EXPOSED TO
WEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRU55 MANUFACTURER.
5. MICRO -LAM BEAM 5TRUGTURAL PROPERTIES,
Fb = 2500 psi
Fc = 2 -700 psl
E = 2,000,000 psi
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
-7. FRAMIN6 OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARIN6, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INGHE5; MAX. OVERHANG, 12"
5. FLOOR JOISTS 5HALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
Q. BRIDGING. MAXIMUM 5PAGING 10'. BRIDGING SHALL
BE GRO55BR061N6 USING 1x3 INCH BOARDS OR SOLID
BRIDGING OF J015T DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
10. WALL 4 PARTITION FRAMING. UNLESS OTHERWISE
SHOWN SPACE 5TUD5 0 16" O.G. DOUBLE STUDS AT
OPENIN65. CONSTRUCT PARTITION CORNERS WITH NO
LE55 THAN 3 FULL MEMBERS. WALL-5 AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OF CONCRETE SHALL BE
ANCHORED WITH BOLTS.
11. GLUE SUB -FLOOR U51N6 RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGE5, NAIL W/ 100 NAILS 0 12" O.G.
12. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS
AS NECESSARY AND R161OLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. JOIST HAN6ER5 0 ALL FLUSH BEAMS SHALL BE MIN.
I6 6ALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
o
°'
Q-
(CIO)
4
°
ac
aD
ry
O
v
OPT. WALKOUT WAL
BUILDING SEGTION B -B
SCALE:
1
DU I L_ L,/ I INCA JLU I I L./I `l V —u
TRUSS SET "A"
GIRDER TRU55 "A"
ROOF FRAMIN6 PLAN
SCALE: I /8 "= I' -O"
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 P5F LIVE LOAD
10 P5F DEAD LOAD
Design Loads:
I. THE GARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHING, AND BRIDGIN6. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A 5UFFIGIENT NUMBER OF NAILS, 5GREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
GON5TRUGTION.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DE5167N SPECIFICATIONS FOR 5TRE55 GRADE LUMBER
AND ITS FA5TENI N65.
JOISTS AND ALL OTHER:
N0.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = I,7160,000 pdi
3. ALL FIRST FLOOR SILL PLATES, CRAWL 5PAGE
FRAMING, AND 5TRUGTURAL MEMBERS EXPOSED TO
WEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRU55 MANUFACTURER.
5. MICRO -LAM BEAM 5TRUGTURAL PROPERTIES,
Fb = 2500 psi
Fc = 2 -700 psl
E = 2,000,000 psi
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
-7. FRAMIN6 OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARIN6, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INGHE5; MAX. OVERHANG, 12"
5. FLOOR JOISTS 5HALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
Q. BRIDGING. MAXIMUM 5PAGING 10'. BRIDGING SHALL
BE GRO55BR061N6 USING 1x3 INCH BOARDS OR SOLID
BRIDGING OF J015T DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
10. WALL 4 PARTITION FRAMING. UNLESS OTHERWISE
SHOWN SPACE 5TUD5 0 16" O.G. DOUBLE STUDS AT
OPENIN65. CONSTRUCT PARTITION CORNERS WITH NO
LE55 THAN 3 FULL MEMBERS. WALL-5 AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OF CONCRETE SHALL BE
ANCHORED WITH BOLTS.
11. GLUE SUB -FLOOR U51N6 RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGE5, NAIL W/ 100 NAILS 0 12" O.G.
12. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS
AS NECESSARY AND R161OLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. JOIST HAN6ER5 0 ALL FLUSH BEAMS SHALL BE MIN.
I6 6ALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
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