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FRONT ELEVATION
1/4" = V-0"
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PROPOSED
LEFT SIDE ELEVATION
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PROPOSED
FRONT ELEVATION
1/4" = V-0"
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PROPOSED
LEFT SIDE ELEVATION
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TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
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114" = l' -O"
- COMPLIANCE.
DATE: �J
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DATE:
02 / 28
/17
BUILDING OF
SCALE:
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FILE- CO Py A CERTIFIED AS BUILT IS REQUIRED
CONTINUOUS LVL HDR
CORNER TO CORNER
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DRAWING #:
THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH
ADDITION / 120 MPH WIND ZONE
SECOND FLOOR
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PROPOSED
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RIGHT SIDE E L E V A T 10 N
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
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ANCE. ERRORS OR CIVIAISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT"
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114" = l' -O"
- COMPLIANCE.
DATE: �J
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DATE:
02 / 28
/17
BUILDING OF
SCALE:
1/4"=l'
-O"
FILE- CO Py A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
DRAWING #:
THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH
ADDITION / 120 MPH WIND ZONE
8'-7 112" (+/—) I,
30'-8" (+/—)
12'-0 112"
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CRAWL SPACE
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CONTINUOUS HEADER
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PROPOSED
FOUNDATION PLAN
1/811 = 1 '-0"
FOUNDATION NOTES:
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@ 36' I O.C.
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8" THICK POURED CONC.
FOUNDATION WALL ON
8" x I G" CONTINUOUS CONC.
FOOTING - BOTTOM OF
FOOTING TO BELOW FROST
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PROPOSED
SECOND FLOOR PLAN
1/8" = V-0"
9. GARAGE AND OTHER FILLED FOUNDATIONS: 10" POURED CONCRETE WALL W/ 2 #5 TOP AND
BOTTOM BARS. REST FOUNDATION ON 20" X 10" STRIP FOOTING. PROVIDE 2 @ #5
CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL
BAR5. PROVIDE TRAN5ITION REINFORCING W/ #5 BARS SPACED @ 12" O.C. VERTICALLY.
PROVIDE 5/8" X 12" ANCHOR BOLTS @ 4'-0" MAX.
D ARROW WALL BRACING
SCALE: N.T.S.
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROP05ED
CONDITIONS PRIORTO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
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THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH ADDITION / 120 MPH WIND ZONE
1/2- CDX SHEATHING
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CONTINUOUS HEADER
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1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2 #5 BARS TOP AND BOTTOM RE5T
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FOUNDATION ON I 0"X20" STRIP FOOTING.
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PROVIDE 3 #5 HORIZ. BARS CONTINUOUS IN 5TFJP FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL
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2. ALL STRUCTURAL STEEL COLUMNS TO BE 3-1/2" CONCRETE FILLED LALLY COLUMNS OR
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T5 4X4X.250 TO EXTEND TO FOOTING BELOW. PROVIDE G" X G" X VL3" CAP PLATE AND 7"X 12'X3/4'
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2 ROWS OF 16D NAILS @ 12" O.C.
BASE PLATE W/ 2 @3/4" DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE3G"X3G"X ► 2"
NAILS @ 3" O.C.
F—
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DATE:
02 / 28 /17
SCALE:
1/4"=1'-0"
TO KING STUD
SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. OR 474"X.25".25" TUBE 5TEEL WHERE SHOWN.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
NAIL TOP PLATE
2— 518" ANCHOR BOLTS
TO BTM. OF HDR.
2-
4. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS AND
w/ 3 x3" PLATE WASHERS
2 ROWS 16d NAILS
MECHANICAL).
@ 3" O.C.
3 PIECES
D-4'
2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C.
5. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0" MINIMUMOPENING
COVERAGE.
G. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAM5, TYPICAL..
FOUNDATION
°a "
a•
°
2"
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
8. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY M1551NG, INCORRECT,
TYPICAL
LVL
BOLTING/NAILING
OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME
THE RESPONSIBILITY OF THE CONTRACTOR.
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1 3/4
BEAMS
9. GARAGE AND OTHER FILLED FOUNDATIONS: 10" POURED CONCRETE WALL W/ 2 #5 TOP AND
BOTTOM BARS. REST FOUNDATION ON 20" X 10" STRIP FOOTING. PROVIDE 2 @ #5
CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL
BAR5. PROVIDE TRAN5ITION REINFORCING W/ #5 BARS SPACED @ 12" O.C. VERTICALLY.
PROVIDE 5/8" X 12" ANCHOR BOLTS @ 4'-0" MAX.
D ARROW WALL BRACING
SCALE: N.T.S.
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROP05ED
CONDITIONS PRIORTO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
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THESE PLANS ARE IN COMPLIANCE WITH THE MA55ACHU5ETT5 STATE BUILDING CODE EIGHTH ADDITION / 120 MPH WIND ZONE
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DATE:
02 / 28 /17
SCALE:
1/4"=1'-0"
DRAWING #:
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PROPOSED
ROOF FRAMING PLAN
1/81, = 1 '-0"
DECK JOIST &
'RAFTER TO PL
SCALE: N.T.S.
NNEC
TER ® 16" O.C.
i ® EA. RAFTER
TOP PLATE
@B ) CORNER STUD HOLD DOWN
SCALE: N.T.S.
21"
END
DISTAI
PROPOSED
SECOND FLOOR FRAMING PLAN
BEAM & STRAP
LSTA ® EA. RAFTER
RIDGE BEAM
DTE:
DGE STRAPS ARE NOT REQUIRED
HEN COLLAR TIES OF NOMINAL 1x6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
C IDGE BAND STRAP
SCALE: N.T.S.
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NOTE:
CONTRACTOR TO 51TE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
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DATE:
02 / 22 /17
SCALE:
1/4"=1'-0"
DRAWING #:
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