HomeMy WebLinkAbout0737.95.510' -0" PLATE LINE
GIRDER TRUSS
SGALE: 1/4"=I'-O"
` GONTINUOUS RIDGE VENT
INSULATION AS REQUIRED
WIND BRAGING
EXTERIOR GORNER5
FINISH FLOOR
ON 3/4" TdG
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ASPHALT 5HIN6LE5 VU #15 BUILDING PAPER
ON 1/2" ROOF 5HEATHIN6 IV 5PAGER5
PRE -EN6 WD. TRUSSES m 24" O.G.
CONFIGURATION B-r" TRUSS MANUFACTURER
12" TJI FLOOR TRUSSES (5PAGIN6 TO VARY)
4" GONG. SLAB W✓ h MIL POLYETHELENE
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SCALE: I/4 " =I' -O"
TRUSS
SEAMLESS ALUNIINUI GUTTER
�1--W/ DOWN 5POUT5 ON Ix6 FA50A
GONT. VENTED SOFFIT
PROVIDE FREEZE BOARD
AS 5HOWN ON ELEVATIONS
BRICK W/ AIRSPACE
112" EXTERIOR SHEATHING
W/ 2x4 WD. STUDS ® 16" O.G.
3 112" (R -II) BATT INSULATION
ON 1/2" DRYVJALL
SPLASH BLOCK
FIN15H GRADE TO VARY
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5" POURED GONG. WALL
W/ WATERPROOFING ® EXTERIOR
4 "- 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
SEGTION
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BUILDING SCGI ION A -A
SGALE: 1/5"=I'-O"
TRU55 5ET "G"
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BUILDING SEGTION D -D
:U55 "A"
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SCALE: I/8 "= I' -O"
35' -q" TRU55 "A"
MATCH
TRUSS "A"
Design Loads:
FLOOR 40 FSF LIVE LOAD
10 P5F DEAL' LOAD
ROOF 30 PSF LIVE LOAD
10 PSF DEAD LOAD
Design Loads:
I. THE CARPENTER SH,�I_L CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHIN6, AND BRIh61NG. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, 5CREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
2. FRAMI146 LUMBER SHALL CONFORM WITH NATIONAL
DESIGN SPECIFICATIONS FOP. STRESS GRADE LUMBER.
AND ITS FASTENINGS.
JOISTS AND ALL OTHER:
NO.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 p5l
E = 1,760,000 pol
3. ALL FIRST FLOOR 51 LL PLATES, GRAWL SPACE
FRAMING, AND 5TRUGTURAL MEMBERS EXPOSED TO
YJEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRU55 DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 psi
Fc = 2700 psi
E = 2,000,000 psl
6. PROVIDE DIAGONAL BRAGIN& AT ALL EXTERIOR
CORNERS.
7. FRAMING OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED T06ETHER OVER THE CENTER
BEARIN6, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12"
8. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL
BE GRO55BRID61N6 U51N& Ix3 INCH BOARDS OR SOLID
BRID61N6 OF JOIST DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
10. YJALL 4 PARTITION FRAh -IIN6. UNLESS OTHERWISE
SHOWN SPACE STUDS ® 16" O.G. DOUBLE STUDS AT
OPENIN65. CONSTRUCT PARTITION CORNERS WITH NO
LESS THAN 3 FULL MEMBERS. YVALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES,
PLATES RE5TIN& ON MASONRY OF GONGRETE SHALL BE
ANCHORED WITH BOLTS.
II. GLUE SUB -FLOOR U51N6 RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING; AND ALONG PANEL
&ROVE ED&E5, NAIL W/ IOD NAILS a 12" O.G.
12. PROVIDE NAILER5, NAILING: STRIPS, AND GROUNDS
AS NECESSARY AND RIGIDLY 5EGURE IN PLACE FOR
ATTACHMENT OF TRIM, FIN15H, AND OTHER WORK.
13. JOIST HAN6ER5 0 ALL FLUSH BEAMS SHALL_ BE MIN.
16 GALV. STEEL, AND PR.OPERL.Y SIZED TO ACCEPT
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