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EXISTING SIDE ELEVATION
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PROPOSED UN -INSULATED 32' HIGH KNEE
WALL,TYPICAL 2X4 FRAMING, 16' O.C., 112
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MATCH EXISTING NEWANDERSON 34XBD 3000 STORM
DOOR OR EQUAL ON EACH END OF PORCH
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EXISTING FRONT ELEVATION
NEW PVC TRIM
EXISTING 4X4 POSTS -
IPVC TRIM FRAME,
NSECTSCREEN
1 I I GLUED AND SCREWED
SCREEN PANEL DETAIL (CROSS SECTION)
DESIGN BASIS AND REFERENCES:
1. ALL CONSTRUCTION TO CON FORM TO MASSACHUSETTS BUILDING CO DE FOR ONE AND TWO FAMILY DWELLINGS.
2. WOOD FRAMECONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS,ANSI/AF&PA WFCM.
3. WFCM (HIGH WIND) DESIGN GUIDES AS APPLICABLE.
DESIGN BASIS AND REFERENCES:
1. LOAD LIVING AREAS: 40 PSF.
2. LIVE LOAD SLEEPING AREAS: 30 PSF.
3. UVE LOAD ATTICS WITH STORAGE: 20 PSF.
4. WE LOAD ATTICS WITHOUT STORAGE: IO PSF.
S. LIVE LOAD PORCHES AND DECKS: 60 PSF.
6. LIVE LOAD ROOF: 30 PSF
7. STAIRS: 40 PSF
8. SNOW LIVE LOAD: 30 PSF
9. BASIC WIND SPEED: 110 MPH (REF 1TABLE 5301.2(4) OR NEWEST EDITION.
10. WIND EXPOSURE CATALOG: B
11. DEAD LOAD: (REF I APPENDIX 120.T)
GENERAL NOTES:
1. CONTRACTOR TO VERIFY ALL MEASUREMENTS IN ORDER TO PROVIDE FULL BEARING AND FIT -UP PRIOR TO ORDERING MATERIAL
2. ALL FASTENERS SHALL COMPLY W/MSBC TABLE 5602.3(1)AND APPENDIX 120.0. UNLESS OTHERWISE NOTED.
3. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED.
IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE DOCUMENTATION
CONCERNING SUITABILITY OF THE PROPOSED FASTENERS AS A SUBSTITUTE FOR COMMON NAILS.
4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING AND SUPPORT OF ALL FLOORS,WALLS, AND ROOFS INCLUDING MEANS AND METHODS
OF CONSTRUCTION SAFETY.
S. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS 56, 57,58 AND APPENDIX 120.0, OF THE
BUILDING CODE.
6. ALL WORK TO BE SUPERVISED BY CONSTRUCTION SUPERVISOR OR OWNER.
DIMENSIONAL LUMBER:
1. ALL INTERIOR (PROTECTED) DIMENSIONAL LUMBER SHALL BE SPRUCE -PINE -FIR (SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS, AND STUDS.
LUMBER FOR SILL PLATES, PORCHES, DECKS AND ANY OTHER APPLICATION WHERE EXCESSIVE MOISTURE MAY OCCUR, SHALL REQUIRE PRESSURE
_ TREATED GRADE NO.2 SOUTHERN PINE LUMBER OR BETTER. LUMBER SHALL BE TRUE, SQUARE AND STRAIGHT AND FREE FROM WARPING, SPLITTING
AND OTHER DEFECTS.
WHITE CEDAR SHINGLES,
4X4 POSTS WRAPPED WITH
S' T.W. WITH WHITE PVC TRIM PP)
WHITE PVCTRIM mP)
PROPOSED FRONT ELEVATION
PROPOSED SIDE ELEVATION
194 BAKER ROAD
MAP 22 PARCEL 329
p129 LE111S ROAD
N/F
DANDBERNARRAND D N
MAP 22 PARCEL 343
NAUREENNL BUCKLEY
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'JAN. 03 2019
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9
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FRAME
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4,
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SHARED OORIWVE
p98 BAKER ROAD
-
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MAP 22 PARCEL
LIMIT OF WORK
N/F
LUGANO MERCURI
0133 LEt1AS ROAD
CHANGES I
MAP 22 PARCEL 341
(NO
DERMOT MN ANN
BUILDING SIZE)
LIABLE WALSH
PROPOSED SITE PLAN -131 LEWIS ROAD
SHEATING:
1. ALL ROOF,FLOOR, AND WALL PANELS SHALL BE APA RATED EXPOSURE I SHEATING COMPLYING WITH DOC PSI AND PS 2.
2. 4X8 PANELS TO BE USED TO THE MAXIMUM EXTENT PRACTIABLE.
3. FLOOR SHEATHING(GENERAL):
3.1. MINIMUM SPAN RATING:
3.2. MINIMUM THICKNESS: ill3.3. GLUED AND NAILED W/ TONGUE AND GROOVE JOINTS
3.4. FASTENERS: BD COMMON NAILS @ 3" O.C. ALONG EDGES AND S" O.C. INTERMEDIATE
3.5. USE APA RATED STURD-I-FLOOR OR ADVANTECH
4. ROOFSHEATING(110 MPH)
4.1 MINIMUM SPAN RATING: 32/16
4.2 MINIMUM THICKNESS:"
4.3 FASTENERS:
GENERAL: SO COMMON
WITHIN 4 FT OF GABLE END WALLS: SO COMMON DEFORMED
SPACING:
GENERAL: 3" O.C. ALONG SUPPORTED EDGE AND 8" O.C. INTERMEDIATE
GABLE ENDWALLS: 4" O.C.
S.
WALLSHEATHING (GENERAL/110 MPH)
MINIMUM THICKNESS:"
FASTENERS:
SO COMMON @ 4" ALONG EDGES AND 10" O.C. INTERMEDIATE
FRAMING INSTALLATION:
1. ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO
DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS.
2, ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH TEH PRODUCT
MANUFACTURERS' SPECIFICATIONS AND INSTALLATION DETAILS, WITH THE EXCEPTION OF
MANUFACTURE -PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD DRILLED IN MEMBERS. IF HOLES ARE
REQUIRED NOTIFY THE ENGINEER PRIORTO WORK.
3. FLOOR SHEATHING SHALL BE GLUED AND NAILED.
4. ALL FRAMING IN CONTACT WITH, OR WITHIN I"OF MASONRY OR CONCRETE, SHALL HAVE A PRESSURE
PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO
MATERIALS IN CONTACT AS INDICATED ABOVE.
S. PROVIDE 2XBLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FORSAWN
LUMBER JOISTS EXCEEDING 2X32, PROVIDE BLOCKING AT INTERVALS NOT TO EXCEED 8'.
6. PROVIDE 2X BLOCKING AT ALL RAFTER TAILS.
7. PROVIDE DOUBLE FLOOR JOIST OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS.
8. SIZES OF DIMENSIONAL LUMBER ARE NOMINAL ALL LUMBER SHALL BE SURFACED FOUR SIDES, UN LESS
OTHERWISE INDICATED.
9. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING.10. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
EXTERIOR WALL FRAMED OPENINGS:
1. AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING
STUD PER SCHEDULE BELOW.
2. AT EACH END OF LV.L DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUD PER
SCHEDULE BELOW.
MAX HEADER SPAN, FT. KING STUD, EACH END
4 1
6 2
30 3
12 4
EXISTING PORCH
MODIFICATIONS
DATE I REVISIONS
1/19 BUILDING PERMIT
DESIGNER: JWB
DRAWN BY: JWB
REVIEW BY: AEB
SCALE: 1/4" =1'
(AT 24"X36")
UNLESS OTHERWISE
SHOWN
SHEET NUMBER
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