HomeMy WebLinkAbout185 Seaview Ave plan 2011
2
REFERENCE PAGE SE2 OF SET FOR
CROSS SECTION AND SPECIFICATIONS
REFERENCE PAGE SE3 OF SET FOR
CROSS SECTION AND SPECIFICATIONS
SIDING NOT o
PROVIDED BY
ICON LEGACY
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SEE PAGE TR2 IN
SET 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 DWELLING CODE, 9TH EDITION
DBL 2X6 TOP PLATE, STUD GRADE
R-21 HIGH DENSITY %
INSULATION W/VAPOR BARRIER
R-51 (R-30 INSULATION
w/VAPOR BARRIER + R-21
IRESSION INSULATION ABOVE)
(CONT.)
GRADE TO SILL PER
LOCAL REQUIREMENTS
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(GLUED & NAILED)
'—R-30 INSULATION W/ VAPOR BARRIER
(FIELD SUPPLIED AND INSTALLED)
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FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC
DESIGNED BY BUILDER PER LOCAL CODES
AND LOCAL SOIL CONDITIONS
12 i
12 /
/ 7/16" OSB SHEATHING -�
DBL 2x10 SPF #2 FLOOR PERIMETER
PFS Corporation °y'jHOFatq,
Northeast Region o`' yc
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RIDGE VENT & SHINGLE APPROVED c FEENEY
CAPS FIELD INSTALLED Michelle Baker No. 54747
2X6 RIDGE BOARD04/08/2022 �o9FvisrEP�o
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Approval limited to
Factory Built Portion OQ
SEE PAGES CV, RAFTER CALCS, , ,
FLIP RAFffP/TRUSS EXTENSIONS TR2, SEA AND FND FOR ON -SITE C
a 47-22 D.Feeney�
EFER TO
CU A 0 S +IF SEE PAGE TR2 IN *ON -SITE ONNE
SET FOR CONNECTIONS ALL o -eiTE CONNECTIONS AIRE
REQUI L? TO BE VERIFIED BY
ATTIC PAVE BAFFLES INSTALLED PER SECTION THE G N5TRUCTION SUPERVISOR
o a�gl�s R402.2.3 OF THE 2018 IEEC
ARCH ASPHALT SHINGLES
OVER 15# FELT PAPER (MIN)
ON 7/16" W.S.P. OR BETTER
REFER TO RAFTER CALCULATIONS R-29 (R-38 COMPRESSED
INSULATION w/VAPOR BARRIER
R-51 (R-30 INSULATION 5/8" DRYWALL
W/VAPOR BARRIER + R-21 REFERENCE PAGE TR1 & TR2 OF SET
FOR SPACING AND SPECIFICATIONS
INSULATION ABOVE) DRYWALL MECHANICALLY FASTENED
COMPRESSION PER SECTION R702.3.5 (ADHESIVE
STRIP (CONT.) ONLY IS NOT PERMITTED PER SEE PAGE TR2 IN
R702.3.5.2) SET FOR CONNECTIONS
D PFF 12
R-21 HIGH DENSITY INSULATION 9T0
W/VAPOR BARRIER 9yF 12 rDBL. 2x10 SPF #2 FLOOR PE IMETER
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1/Z DRYWALL 2X6 SPF STUD Pc
2X6 SPF STUD GRADE ® 16" D.C. GRADE ® 16" O.C. °GG
3/4" T & G O.S.B. 1/2" DRYWALL
(GLUED & NAILED)
REFER TO RAFTER CALCULATIONS ;I
�-2x10 SYP#2 �3)-1 1/2x14" 2x6 SPEC OR BETTER \R DBL 2x6 SPf#2 \
16" O.C. CEILING JOIST L.V.L BEAMS ® 16' O.C. CEILING JOIST 5/8" DRYWALL LAY FLAT
DRYWALL MECHANICALLY FASTENED
PER SECTION R702.3.5 (ADHESIVE 2-1 1/204" LVL
ONLY IS NOT PERMITTED PER w/1/2"x14" STEEL FLITCH PLATE
R702.3.5.2)
SPF#2 ® 16" O.C. FLOOR JOIST
iA
REBAR MAY BE REQUIRED
(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
1/2" DRYWALL
2A SPF #2 BOTTOM PLATE--,_
2X6 MIN SP#2 PRESSURE TREATED SILL -
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SHIELD CONSISTING OF AT LEAST
CEMENTED
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TOGETHER OR A WATERPROOF
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TH
EXTERIOR WALL LINE.
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DOUBLE PERIMETER BAND TOE
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SILL PLATE & MODULE SEAM
WITH (2) ROWS OF 0.131"0.5"
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12/12 TWO STORY CROSS SECTION
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