HomeMy WebLinkAbout78 Willow Street Details and NotesGENERAL NAILING SCHEDULE
JOINT DE5CRIPTION
NUMBER OF COMMON NAILS
NUMBER OF BOX NAILS
NAIL SPACING
ROOF FRAMING
BLOCKING TO RAFTER (TOE -NAILED)
2-811
2-1 Od
EACH END
RIM BOARD TO RAFTER (END -NAILED)
2-1 Gd
3-1611
EACH END
WALL FRAMING
56
5-1611
AT JOINTS
TCP PLATES AT INTER5ECTION5 (FACE NAILED)
STUD TO STUD (FACE NAILED)
2-1 611
2-1611
24" O.G.
16d
16d
16" O.C. ALONG EDGES
HEADER TO HEADER (FACE NAILED)
FLOOR FRAMING
4-811
4-1011
PER J015T
.1015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
BLOCKING TO JOIST (TOE NAILED)
2-811
2-IOd
EACH END
3-1611
4-1611
EACH BLOCK
BLOCKJNG TO SILL OR TOP PLATE (TOE NAILED)
3-1611
4-16d
EACH J015T
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
J015T ON LEDGER TO BEAM (TOE NAILED)
3-8d
3-IOd
PER J05T
BAND J015T TO JOIST (END NAILED)
3-1611
4-1 Gd
PER J015T
2-166
3-1611
PER FOOT
BAND J015T TO SILL OR TOP PLATE (TOE NAILED)
ROOF SHEATHING
WOOD STRUCTURAL PANELS
811
I Od
G" EDGE/ G" FIELD
RAFTERS OR TRU55E5 SPACED UP TO I G" O.C.
811
I Od
4" EDGE/ 4" FIELD
RAFTERS OR TRUSSES SPACED OVER I G" O.C.
811
106
6" EDGE / G" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 W/0 GABLE OVERHANG
GABLE ENDWALL RAKE OR RAKE TRU55 W/ STRUCTURAL
811
1011
G" EDGE / 6" FIELD
OUTLOOKERS
811
1 Od
4" EDGE / 4" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 W/ LOOKOUT BLOCKS
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE / 10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
811 1 Od
6" EDGE/ 12- FIELD
I /2" AND 25/32" FIBERBOARD PANELS
811 -
3" EDGE / G" FIELD
511 COOLERS -
T EDGE / 10" FIE,D
1/2" GYPSUM WALLBOARD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
86
loo
6" EDGE / 1 2" FIELD
I" OR LESS
IOd
1611
G" EDGE/ 6" FIELD
GREATER THAN I"
DETAILS & NOTES
PROPOSED RENOVATION
AT
78 WILLOW STREET
WEST YARMOUTH, MASSACHUSETTS
DRAWN BY:
MACINNES CONSULTING, LLC
EAST SANDWICH, MA 02537
www.macinnesconsulting.com
(508)274-2091
6OF6
DATE: 8/3/16
SCALE: 1/4"=1'
SIDING
CONTRACTOR TO ADD FILL
TO PERIMETER OF FOUNDATION
AND INTERIOR FOUNDATION
TO MAINTAIN 4' FROST DEPTH OF
CONCRETE FOUNDATION
FLOOR SHEA71NG
8" CONC. WALL
CONTRACTOR TO ENSURE
EXTERIOR GRADE SLOPES
AWAY FROM BUILDING
5/8" X 7" GALVANIZED STEEL
ANCHOR BOLTS WITH 3"X3"X1/4
PLATE WASHERS PLATES
2'-0" 2" INSULATION —
AROUND EXTERIOR
PERIMETER ON 10"
CONCRETE FOUNDATION
WALL 4'
#5 DOWELS @ 24" C/C
6"x18"
3 - #5 CONTINUOUS
NOTE: WHERE EXPOSED FOUNDATION
WALLS ARE EXPOSED ABOVE GRADE,
FOOTING WALLS SHOULD EXTEND
A MINIMUM OF 4' BELOW FINISHED
GRADE
WALL STUD
WALL SHEATHING
GYP. BOARD
INSULATION
AIR BARRIER
BASE PLATE
FLOOR JOISTS
RIM JOIST
INSULATION
2X6 P.T. SILL PLATE
i
INTERIOR BACKFILL ELEV. 43.3' (MIN.)
r1; BOARD INSULATION
A _..
6 MIL VAPOR BARRIER
5" CONCRETE COVER
A FOUNDATION WALL DETAIL
FND SCALE: NOT TO SCALE
6" OF COMPACTED SAND
GENERAL PLAN NOTES - WHERE DISCREPANCIES EXIST BETWEEN THE STANDARD COMMENTS, NOTES FROM THE DESIGN PROFESSIONAL OR THE CODE, THE
M05T RESTRICTIVE SHALL APPLY. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF BARNSTABLE AND MASSACHUSETTS STATE BUILDING CODE
DWELLING AREA SUMMARY
FIRST FLOOR 5F - 428 5F
SECOND FLOOR 5F - 23 1 5F
I
FOUNDATIONS/FOOTI N G5/5 LABS
1. MORTAR SHALL BE TYPE M OR S AND MASONRY SHALL BE LAID IN RUNNING BOND 2.
2. CMU BLOCKS 5HAL BE FILLED WITH CONCRETE. CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF:
BASEMENT AND FOUNDATION WALLS - 3,000 PSI
3. MINIMUM A55UMED 501L BEARING CAPACITY 15 2,000 P5F
4. FOUNDATION WALLS ENCLOSING BASEMENTS OR OTHER HABITABLE SPACE SHALL BE DAMPPROOFED PER YARMOUTH AND MA55 STATE BUILDING CODE -
WHERE A HIGH WATER TABLE OR OTHER SEVERE WATER CONDITION EXISTS, THE WALL5 SHALL BE WATERPROOFED.
5. FOOTINGS SHALL EXTEND BELOW THE FROST LINE; MINIMUM DEPTH 48 INCHES BELOW GRADE.
G. FOOTINGS SHALL BE A MINIMUM OF 24 INCHES WIDE AND 12 INCHES DEEP.
7. FOUNDATION WALLS SHALL BE A MINIMUM 8 INCHES THICK- MAXIMUM WALL HEIGHT 4 FEET.
8. INTERIOR BEARING WALLS AND COLUMNS SHALL BE ISOLATED FROM THE BA5D4ENT FLOOR SLAB.
9. CONCRETE FLOOR SLABS SHALL BE A MINIMUM 2 INCHES THICK OVER A MINIMUM 4 -INCH BASE OF SAND, GRAVEL OR CRUSHED STONE.
10. ANCHOR BOLT5 - MINIMUM 5/8 -INCH ANCHOR BOLT5 WITH 15" EMBEDMENT AT MAXIMUM 24" O.C. AND WITHIN G INCHES OF THE END OF EACH SILL
PLATE.
TYPICAL NOTES:
I . I 10 MPH EXPOSURE B WCFM GUIDELINES TO BE FOLLOWED - STRAPS, NAILING, RAFTER CLIPS, TIE DOWNS, ETC.
2. ENGINEER TO PERFORM FRAMING INSPECTION WHEN FI: \MING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH.
3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND
CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION.
4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ENGINEER OF ANY
raa M, DISCREPANCIES AND/OR CHANGES THAT MAYBE ENCOUNTERED.
po�F/''as` 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY
� �O a
SHAOF EXISTING HOUSE.
t,.'N sb''�.
MACINNES G. CONTRACTOR SHALL 51TE IN5PECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS
CIVIL NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK PROGRESSES.
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