33 Flint Street Permit set Rev'd 11-20-20REMOVE EXISTING
SPIRAL STAIR
INFILL EXST'G OPENING
W/ P.T. 2 X 8 @ 16" O.C.
START DATE: 10/22/20
DRAWN BY: TS
SCALE: AS NOTED
PROJECT #: 2020-35PROPOSED RENOVATIONS33 FLINT STREETSALEM, MA.DECK / PARTIAL
SECOND FLOOR PLAN
1/4" = 1'-0"TIMOTHY SHEEHAN ARCHITECT9 WALL STREETCHARLESTOWN, MA. 02129PERMIT SET REV'D 11-20-22 DECK PLANSA1
1. ALL WORK SHALL CONFORM TO THE IBC 2015, IRC 2015,
MASSACHUSETTS AMENDMENTS TO IBC /IRC ,
THE CITY OF SALEM BYLAWS AND ALL APPLICABLE OSHA STANDARDS.
2. UTILITIES MAY BE IN THE VICINITY OF THE EXCAVATIONS.
PRIOR TO EXCAVATING THE EXCAVATION CONTRACTOR SHALL COMPLY WITH
THE LOCAL "DIG-SAFE" REQUIREMENTS AND OBTAIN ALL EXISTING
UTILITY INFORMATION FROM THE OWNER.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE SITE AND REPORT ANY DISCREPANCY TO THE ARCHITECT BEFORE
ORDERING MATERIAL AND PROCEEDING WITH THE WORK.
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING
TO SUPPORT EXISTING SURROUNDING STRUCTURES AND AGAINST WIND FORCES
AND ALL CONSTRUCTION LOADS THROUGHOUT THE WORK.
5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DRAWINGS
OF OTHER DISCIPLINES FOR THE LOCATION AND DIMENSIONS OF ALL
RELATED ITEMS.
GENERAL REQUIREMENTS
6. THE CONTRACTOR SHALL COORDINATE ALL FRAMING DIMENSIONS WITH
THE APPROVED DRAWINGS OF ALL PURCHASED WINDOW AND DOOR DIMENSIONS.
- FOUNDATION WALLS, FOOTINGS & INTERIOR BASEMENT SLABS:
1. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH; IT SHALL BE NORMAL WEIGHT CONCRETE; THE DESIGN MIX
AND QUALITY CONTROL SHALL MEET ALL STANDARDS OF THE AMERICAN
CONCRETE INSTITUTE FOR REINFORCED AND UNREINFORCED CONCRETE,
2. ALL REINFORCING STEEL SHALL BE ASTM A-615.
3,500 PSI, AIR-ENTRAINED - 5-7% BY VOLUME.
AS FOLLOWS:
CONCRETE:
1. ALL FRAMING LUMBER SHALL COMPLY WITH THE NATIONAL DESIGN
SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS,
LATEST EDITION; AND AS INDICATED IN THE CONTRACT DOCUMENTS.
2. ALL FRAMING LUMBER SHALL BE PROTECTED FROM EXPOSURE TO THE
WEATHER.
LUMBER:
A. FRAMING LUMBER:
3. FRAMING LUMBER SHALL BE USED WITH A MAXIMUM 19% MOISTURE
CONTENT AND WITH MINIMUM DESIGN VALUES AS INDICATED:
STUDS: FB = 700 PSI.
ALL COMPONENTS: E = 1400000 PSI.
4. "PT" WHERE INDICATED ON THE DRAWINGS STANDS FOR PRESSURE
PER THE IBC / IRC 2015
8. THE NAILING SCHEDULE FOR ALL DIMENSIONAL LUMBER SHALL BE
11. ALL HEADERS SHALL HAVE (2) JACKS AND (1) KING STUD EACH
BRIDGING SHALL BE 1X3 MIN.
12. ALL POSTS SHALL BE (3) 2X4'S UNLESS INDICATED OTHERWISE.
16. DIAGONAL BRIDGING SHALL BE INSTALLED IN ALL FLOORS AND
CEILINGS AT 8 FT. O.C., WITH ONE ROW OR BRIDGING MINIMUM AT ALL
SPANS GREATER THAN 8 FT. LOCATED IN THE CENTER OF THE SPAN.
WALLS 18", CONNECT LAPS WITH 8-16D NAILS.
9. LAP ALL JOISTS NOT FLUSH FRAMED AT BEAMS AND/OR BEARING
10. HEADERS OVER OPENINGS SHALL BE AS SCHEDULED BELOW, UNLESS
SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS.
-OPENINGS SIZE -AT BEAR'G WALLS -AT NON-BEAR'G WALLS
LESS THAN 5 FT. (2) 2X8'S W/2 1/2" CDX PLY LAYERS (2) 2X6'S
BETW. 5 & 9 FT. (2) 2X12'SW/2 1/2" CDX PLY LAYERS (2) 2X8'S
13. FURRING WALL STUDS SHALL BE CAPPED WITH A DOUBLE TOP PLATE
INSTALLED TO PROVIDE OVERLAPPING AT CORNER AND INTERSECTIONS WITH
BEARING PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET AT
LEAST 48".
14. ALL JOISTS SHALL BE STACKED AND ALIGNED DIRECTLY OVER WALL
STUDS BELOW.
MINIMUM OF A DOUBLED-UP FLOOR JOIST.
FRAMING FOR MORE THAN 1/2 THE THE SPAN OF THE JOIST, SHALL HAVE A
15. ALL NON-BEARING PARTITION WALLS RUNNING PARALLEL WITH THE FLOOR
OTHER IS FULLY DIMENSIONED AND LAID OUT.
5. TIMBER CONNECTORS SHALL BE BY "SIMPSON" OR EQUAL, AS
FOLLOWS: THE CONTRACTOR SHALL NOTE THAT NOT EVERY SINGLE
CONNECTION CONDITION AND DETAIL WILL BE SHOWN ON THE DRAWINGS;
THE FOLLOWING SCHEDULE IS ISSUED AS A GUIDE TO COVER MOST OF THE
CONDITIONS ENCOUNTERED. SOME FIELD MODIFICATIONS MAY BE
REQUIRED WHEN THE GEOMETRY OF VARIOUS MEMBERS FRAMING INTO EACH
- ALL JOIST HANGERS SHALL BE "FULL-DEPTH" OF THE MEMBER
- ALL WOOD POST CAPS SHALL BE "SIMPSON" TYPE `CC" OR
6. ALL DOUBLE JOISTS SHALL BE NAILED TOGETHER WITH TWO ROWS OF
20D SPIKES @ 16" O.C. TRIPLE JOISTS SHALL BE BOLTED TOGETHER WITH
1/2"Ø THRU-BOLTS @18" O.C., STAGGERED (@9" O.C.).
SIMILAR.
BEING CONNECTED.
FLOOR JOISTS.
7. PLYWOOD SHALL CONFORM TO THE AMERICAN PLYWOOD ASSOCIATION
PLYWOOD DESIGN SPECIFICATION. THICKNESS SHALL BE AS INDICATED. ALL
PLYWOOD USED AS SUB-FLOORING SHALL BE GLUED AND NAILED TO THE
LUMBER CTD:
DECK / PARTIAL
FIRST FLOOR PLAN
1/4" = 1'-0"
ELEC
SERVICE
DN
DN
REMOVE EXISTING
SPIRAL STAIR
EXISTING DECK (TO REMAIN)4'-5 1/2"7'-11"
4/6
28'-0"14'-0"REPLACE EXST'G WOOD
DECKING W/ SYNTHETIC
DECKING W/ S.S. HIDDEN
FASTENERS
SEAT SEATSEATREPLACE EXST'G WOOD
DECKING W/ SYNTHETIC
DECKING W/ S.S. HIDDEN
FASTENERS
LEFT SIDE ELEVATION
1/4" = 1'-0"10'-9 1/2"1'-6"1'-6"
(2) P.T. 4 X 6 POSTS ON
SIMPSON ABU GALV POST BASE
8" CONC. SONOTUBE ON
18" 'BIGFOOT' CONC. FTG.
MIN. 48" BELOW GRADE ON
FULLY COMPACTED SOIL 3'-0"STAIR NOTES:
16 RISERS @ 8" EA.
9 1/2" TREADS W/ 3/4" NOSINGS
RAIL @ 36" ABOVE NOSINGS
(3) P.T. 2 X 12 STRINGERS
CEDAR RAILINGS
SYNTHETIC DECKING (LANDINGS / TREADS)
36" WIDE MIN.
1 X TRIM
REMOVE EXISTING
SPIRAL STAIR
INFILL EXST'G OPENING
W/ P.T. 2 X 8 @ 16" O.C.
4"MAX.REPLACE EXST'G
RAILING W/ 36"
HIGH RAILING 4'-8 1/2"8'-5"9 1/2"5'-11 1/2"8'-4"3'-0"3'-0"3'-0"9 1/2"2'-5"EXST'G DECK BELOW
1
234567891011121314
1516
LANDING
LANDING
P.T. 2 X 8 LEDGER W/
(2) 1/2" CARRIAGE BOLTS
@ 16" O.C.(2) P.T. 2 X 8(2) P.T. 2 X 8(2) P.T. 2 X 8
4'-0"1'-6"CONC. PAD
CONCRETE PAD2 X 8 @ 16" O.C.2 X 8
2 X 81'-5 1/2"RAILING
8'-8"4/6
UP16R5'-11 1/2"4'-5 1/2"CONC. PAD
NEW 36"
RAILING
3'-0"4"MAX
CLEAR