HomeMy WebLinkAbout185 Seaview Ave plan 21RIDGE VENT & SHINGL
CAPS FIELD INSTALLED
PANELIZED ROOF SECTIONS BUILT BY ICON
AND INSTALLED ON -SITE BY BUILDER PER
SPECIFICATIONS ON TR3 & TR4
ARCH ASPHALT SHINGLES OVER
DOUBLE LAYER OF 15# FELT PAPER
(MIN) ON 7/16" W.S.P. OR BETTER
REFERENCE PAGE TR3 & TR4 OF SET 12
FOR SPACING AND SPECIFICATIONS
7
FIXED SAVE OVERFII
ALUM. DRIP EDGE
1/26 SUB, W/ ALUM. FASCIA
OR 1x6 CEDAR FASCIA
VENTED SOFFIT REFER TO RAFTER CALCULATIONS
CO PRESSION R-51 (R-30 INSULATION
ST IP (CONT.) w/VAPOR BARRIER + R-21
INSULATION ABOVE) 2X10 MIN SPF #2Y
CEILING GIRDER
1/8" STRUCTURAL SHEATHING
SIDING NOT
o
PROVIDED BY
ICON LEGACY
00
2X4 SPF #2 @ 16" OC-
GRADE TO SILL PER
LOCAL REQUIREMENTS
3/4" T & G Q.S.B.
0
(GLUED & NAILED)
TOP OF SILL PLATE
2X10 SPF:#2 @ 16" O.C. FLOOR JOIST
a -
w -
R-30 INSULATION W/ VAPOR BARRIER
(FIELD SUPPLIED AND INSTALLED)
(4) 2X10 SPF#2 FLOOR GIRDER BOLTED WITH
1/2" THROUGH BOLTS @ 4' OC ON -SITE BY OTHERS
0
f
0
FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC
DESIGNED BY BUILDER PER LOCAL CODES
CONCRETE FLOOR
AND LOCAL SOIL CONDITIONS
RIDGE BOARD
Northeast Region
APPROVED
Michelle Baker
04/08/2022
Approval limited to
Factory Built Portion
oft' OF A.,gSs�c .
DAVID
o FEENEY y
No. 54747
90,E QISTBP�G�.a`��Q
S/ONAL EN
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SEE PAGES CV, RAFTER CALCS, SW1, SW2, TR3,1
TR4, SE4, AND FND FOR ON -SITE Cl4-5-22 D.Feeney
'NEON -SITE CONNECTION ('REQUIRED
ALL ON-51TE CON ECTION5 ARE
REQUIRED TO BE ERIFIED BY
THE CON61P IO SUPERVI5OR
PAGE TR4 IN
FOR CONNECTIONS
ARCH ASPHALT SHINGLES FASTEN PER R905.2.5
AND INSTALLED PER MANUFACTURERS HIGH WIND
INSTALLATION INSTRUCTIONS AND PER SECTION R902
& R905,2.4.1 OF THE MA ONE- & TWO- FAMILY
12 DWELLING CODE, 9TH EDITION
7 *SEE PAGE TR4 IN
SET FOR CONNECTIONS
ICE SHIELD CONSISTING OF AT LEAST TWO
LAYERS OF UNDERLAYMENT CEMENTED TOGETHER
OR A WATERPROOF MEMBRANE SHALL EXTEND FROM
THE EAVE'S EDGE TO A POINT 24" INSIDE THE
EXTERIOR WALL LINE.
7/16" OSB SHEATHING
REFER TO RAFTER CALCULATIONS 2X6 SPF STUD GRADE @ 16" O.C.
2xIO SPF #2 CEILING PERIMETER
2x2 LEDGER
DBL 2X6 TOP PLATE, STUD GRADE
OR JOIST HANGERS
5/8" DRYWALL
R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER
DRYWALL MECHANICALLY FASTENED
7/16" OSB SHEATHING
DBL ZX4 TOP PLATE, STUD GRADE
PER SECTION R702.3.5 (ADHESIVE
2X6 SPF STUD GRADE ®16" O.C.
�1/2" DRYWALL
ONLY IS NOT PERMITTED PER
EXTERIOR FINISH OVER AIR INFILTRATION
R702.3.5.2)
BARRIER OVER 7/16" AGENCY RATED SHTG
PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER
PER THE MA ONE & TWO - FAMILY DWELLING CODE, 9TH ED TION
1/2" DRYWALL
DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS
DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE
2X4 SPF#2 BOTTOM PLATE WITH 16d NAILS 0 6" O.C. ON -SITE BY BUILDER,
2x6 SPF #2 BOTTOM PATE EXTERIOR SHEATHING FASTENED OVER SILL PLATE &
MODULE SEAM WITH (2) ROWS OF 0.131"x2.5" NAILS 9 6" OC,
2X10 SPF #2 @ 16" O.C. FLOOR JOIST STAGGERED TO FLOOR BAND AND (1) ROW TO SILL @ 3" O.C.
BY BUILDER. PLATE SEAL AS REO'D BY LOCAL OR STATE CODES,
2X6 MIN SP#2 PRESSURE TREATED SILL
2x2 LEDGER
OR JOIST HANGERS T
ANCHOR BOLT OR MIN APPROVED FASTENER
3/8"0,x9" MIN
STEEL PLATE
STEEL SUPPORT COLUMN (SIZED BY BUILDER)
SEE FOUNDATION PLAN FOR SPACING
REBAR MAY BE REQUIRED LOLLY COLUMN/FOOTING-/
(PENDING SOIL CONDITIONS)
ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS.
ALL SITE INSTALLED PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED
AS REQUIRED BY CHAPTER 11 (ENERGY EFFICIENCY) OF THE MA ONE — + TWO —
FAMILY DWELLING CODE, 9TH EDITION AND SHALL BE INSPECTED ON —SITE BY
LOCAL BUILDING OFFICIAL
SCALE 3/8' =
SERIAL #/ ORDER /
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7/12 RANCH CROSS SECTION
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