HomeMy WebLinkAbout50 Wood Rd plan 2STRUCTURAL
LOADS
FLOOR / LIVING SPACE:
FLOOR / SLEEPING SPACE:
ATTIC FLOOR (LIMITED STORAGE):
DECK AND BALCONIES:
ROOF:
501L BEARING CAPACITY:
ALLOWABLE DEFLECTION:
40 P.5.F. LIVE / 10 P.5.F. DEAD
30 P.5.F. LIVE / 10 P.5.F. DEAD
20 P.5.F. LIVE / 10 P.5.F. DEAD
60 P.5.F. LIVE / 10 P.5.F. DEAD
65 P.5.F. LIVE / 10 P.5.F. DEAD
A55UME TO BE 4000 P.5.F.
LIVE LOADS - FLOOR JOISTS L / 48
DESIGN LOADS AND 51TE CONDITIONS SHOULD BE VERIFIED WITH LOCAL BUILDING
CODES AND OFFICIALS.
FOUNDATION NOTE5
THE 501L BEARING CAPACITY HAS BEEN A55UMED AT 4,000 P.5.F.; THE CONTRACTOR
SHALL VERIFY TH15 VALUE AT THE TIME OF EXCAVATION AND SHALL NOTIFY
ARCHITECT THAT 15 READY FOR IN5PECTION OF THE REV15ION IF CERTAIN
CONDITIONS ARE FOUND TO EXIST.
5TA1 R5
STAIRS: MINIMUM TREAD 15 10 INCHES.
MAXIMUM RISER 15 -1314 INCHES
MINIMUM STAIR WIDTH 15 36 INCHES CLEAR
ALL HANDRAIL5 AND GUARDRAILS SHALL CONFORM TO 2015 IRG AND
MASSACHUSETTS BUILDING CODE.
MAIN ENTRANCE DOOR SHALL BE MINIMUM 36 INCHES WIDE.
ALL E6RE55 DOORS SHALL BE A MINIMUM 6-5" HIGH.
CARPENTRY
FRAMING LUMBER
STUDS — NO. 3 OR STANDARD "STUD GRADE"
JOISTS AND RAFTERS — E = 1,400,000 P.B.I. / FB = 515 P.B.I.
BEAMS AND 6IRT5 - E = 1,200,000 F.B.I. / FB = 650 P.5.1.
STAIR 5TRINGR5 NO. 1 GRADE
ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE IN5TITUTE'S UNLE55 OTHERWISE NOTED PROVIDE:
"GUIDE TO RESIDENTIAL GA5T-IN PLACE CONCRETE CONSTRUCTION" REPORT OF A. DOUBLE HEADER JOISTS AND TRIMMERS AT ALL FLOOR OPENINGS
COMMITTEE 332. B. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
G. FULL BLOCKING IN EACH JOISTS BAY AT MID -SPAN FOR ALL SPANS EXCEEDING 10'-0"
OTHER CONCRETE STANDARDS AS REQUIRED BY THE BUILDING CODE SUCH AS AGI
319-95 AND 315.1-89 SHALL APPLY TO THE CONSTRUCTION OF THE RE5IDENTIAL
FOUNDATION.
REINFORCING STEEL SHALL CONFORM TO A5TM Ab16, GRADE 60, AND WELDED WIRE
FABRIC, SHALL MEET A5TM Al55 5PECIFICATION5.
FOOTING CENTER LINES SHALL BE CENTERED UNDER THE CENTER OF COLUMNS.
DETAILING, FABRICATION, AND PLACEMENT OF ALL REBAR SHALL CONFORM TO AGI
315-80, 5P66 MANUAL.
IF WATER OCCURS WITH -IN THE EXCAVATION, IT SHOULD BE DEWATERED BEFORE
PLACING OF CONCRETE. DEWATERING WILL BE DONE IN A MATTER THAT WILL
PREVENT THE FLOW OF THE FINE GRAIN BOIL.
THE BOTTOM OF ALL EXCAVATIONS FOR FOOTIN65 SHALL BE TAMPED TO DISPOSE
OF ALL L005E MATERIAL BEFORE THE CONCRETE 15 POURED. COMPACTION
SHOULD NOT EXCEED THE NATURAL DENSITY OF THE BOIL.
ALL CONCRETE FORM WORK SHALL BE PROPERLY CONSTRUCTED AND WELL
BRACED TO PRODUCE PLUMB, STRAIGHT LEVEL AND TRUE SURFACES, BOWED
PILLOWED AND IRREGULAR WALL SURFACES WILL BE ACCEPTED AND MAY REQUIRE
REMOVAL .AND! 'RECONSTRUCTION BY THE FORM CONTRACTOR AT H15 EXPENSE IF
DIRECTED BY THE ARCHITECT OR OWNiER.
FOOTINGS: 5WALL BE PLACED ON UND15TURBED OR ENGINEERED FILL TO DEPTH
REQUIRED BY THE LOCAL BUILDING AND FR05T CONDITIONS OR DEEPER IF SHOWN.
(4'-0" MINI. BELOW FINISH GRADE)
TERMITE PROTECTION: 1/2" x 6" BILL SEAL A5 PER LOCAL CODES
ANCHOR BOLTS: 1/2'" x 12" ANCHOR BOLTS AT 4'-0" ON CENTER MAXIMUM AND 12"
FROM CO'RNER5 AND ?" EMBEDDED.
JOIST HANGER5 STANDARD 18 GAUGE GALVANIZED METAL.
SPECIAL. FOUNDATIONS AND FOOTINGS AS 5HOWN
FLOOR FRAMING
GENRAL FLOORS: 3/4" TONGUE AND GROOVE GDX EXTERIOR GRADE PLY WOOD; GLUED
AND RING NAIL TO JOIST. (0-0 INTERIOR APA WITH EXTERIOR GLUE) OR APPROVED
EQUAL.
EXTERIOR 5HEATHINCG
WALLS: 5/5" COX ZIP SYSTEM WALL SHEATHING OR APPROVED EQUAL
ROOF: 5/S" GDX ZIP 5Y5TEM ROOF SHEATHING OR APPROVED EQUAL
INTERIOR FIN-15H
INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH THE FLAME SPREAD AND SMOKE
DEVELOPMENT REQUIREMENTS OF THE 2015 IRG AND MA55 STATE BUILDING CODE.
GENERAL: UNLE55 OTHERWISE NOTED, ALL INTERIOR WALL5 AND CEILIN65 TO BE
COVERED WITH A" BLUE -BOARD WITH SMOOTH FIN15H PLASTER SYSTEM.
MI5CELLANEOU5
UNLESS OTHERWISE NOTED PROVIDE:
INSULATION TO COMPLY WITH 2O15 IECC OR LOCAL ENERGY CODES.
R-21 IN ALL EXTERIOR WALL5 (2x6 CONSTRUCTION)
R-30 IN ALL FLOORS OVER UNHEATED SPACES.
R-49 IN ALL CEILINGS OR R-35 WHERE INSULATION EXTENDS OVER TOP OF WALL.
VAPOR BARRIER: INSTALL A 4 MIL POLYETHYLENE VAPOR BARRIER ON THE WARM 51DE OF
ALL INSULATION.
DOUBLE INSULATING GLASS AT ALL GLASS AREAS AND TEMPERED GLA55 AT ALL
OPERATING 6LA55 DOORS AND ALL WINDOW5 LE55 THAN lb"ABOVE FIN15H FLOOR. ANY
PLATFORM AND ANY TUB OR 5HOWER AREAS. (5EE 2015 IRG AND MASSACHUSETTS STATE
BUILDING CODE FOR SAFETY GLASS.
BAFFLED VENTS: SHALL BE INSTALLED IN ALL RAFTER BAYS AS PER MANUFACTURER'S
DETAIL TO PROVIDE FREE AIR FLOW FOR ATTIC, VENTILATION. IT SHALL BE CONTINUOUS IN
ALL SLOPING GEILIN65 AND A MINIMUM OF ONE LENGTH (45") AT ALL SOFFIT VENTS
FLAME SPREAD: ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS, VAPOR
BARRIER OR BREATHER PAPERS CONFORM TO THE FLAME SPREAD, SMOKE DEVELOPMENT
AND CRITICAL RADIANT FLUX REGUIREMENT5 OF THE 2015 IRG AND MASSACHUSETTS
STATE BUILDING CODE.
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