31A-286 ZUCKER ABEL SITE PLANJOB NO.
DATE
SCALE
DRAWINGTITLE
REVISIONS
PROJ.2013-34
04-24-14
AS NOTED CALL
NORTHPROJECT
M U N K I T T R I C K
A S S O C I A T E S
A R C H I T E C T U R E
I N T E R I O R D E S I G N
S P A C E P L A N N I N G
P . O . B O X 1 6 7
C O B A L T , C T 0 6 4 1 4
m u n k i t t r i c k a s s o c i a t e s @ g m a i l . c o m
ZUCKER-ABEL HOUSE
RENOVATION
47 DRYADS GREEN
NORTHAMPTON, MASSACHUSETTS
DECK PLANS
137.7'
136.7'60.0'60.0'D R Y A D S G R E E NEXISTING DWELLING
NO. 47
ID# 31A-268
URA ZONE DISTRICT
ZONING SETBACK
LINES
OUTLINE OF EXISTING WOOD DECK
TO BE REPAIRED & EXPANDED
AREAS OF DECK TO
BE EXPANDED
ZONING SETBACK
LINES
REPAIRED &
EXPANDED
DECK
EMERGENCY ESCAPE & RESCUE OPENING DETAILS
SCALE: 1/2" = 1'-0"
1
2
3
4
5
6
7
8
REMOVE EXISTING BRICK FOUNDATION
(MINIMUM AS REQUIRED FOR NEW OPENING).
REMOVE EXISTING STONE FOUNDATION
(MINIMUM AS REQUIRED FOR NEW OPENING).
NEW HEADER BEAM:
MINIMUM 4" FULL BEARING ON BRICK FOUNDATION.
P.T. 2 X 12 WINDOW FRAMING W/ FULL CAULK
& SILLL SEALER TO ADJACENT MASONRY.
CASEMENT WINDOW: MARVIN CLAD ULTIMATE
CUCA3232 TO MATCH NEW HOUSE WINDOWS
IN ALL EXTERIOR DETAILS. HINGE RIGHT SIDE
AS VIEWED FROM EXTERIOR. R.O. - 2'-9" X 2'-7 5/8".
CONFIRM CLEAR OPENING MEETS CODE.
INFILL CDX PLYWOOD & AZEK SIDING/TRIM
PARGETED/PAINTED CONCRETE BLOCK WELL
WALLS WITH SOLID CAP.
COMPACTED GRAVEL TO MINIMUM 6" DEPTH
ON 6 MIL POLY.
METAL SILL/WINDOW FLASHING AS REQUIRED.9
3'-0"4'-0"
CENTER ON WINDOW ABOVE
NEW WINDOW
WELL
EXISTING FOUNDATION
3'-2" APPROX. OPENING
4
5
6
7
8
EXISTING UNFINISHED BASEMENT3'-8" MAXIMUM3'-0"4'-0"1
2
3
4
5
67
8
EXISTING WOOD WALL
(BALLOON FRAMING)
EXISTING WOOD
FLOOR JOISTS
EXISTING BRICK INFILL
EXISTING WOOD SILL
EXISTING GRADE
9
EXISTING BASEMENT
FLOOR SLAB
SECTION DETAIL
SCALE: 1/2" = 1'-0"
PLAN DETAIL
SCALE: 1/2" = 1'-0"
STRUCTURAL PLAN OF DECK
SCALE: 1/4" = 1'-0"
N
2
1 REMOVE EXISTING WOOD DECKS COMPLETE EXCEPT FOR POSTS & FOOTERS TO BE REUSED
FOR NEW DECK AT NEW (HIGHER) ELEVATION. ALL ROTTED OR DEFECTIVE WOOD TO BE
REPLACED.
REMOVE EXISTING WOOD DECK COMPLETE EXCEPT FOR JOISTS, POSTS & FOOTERS TO BE
REUSED FOR NEW DECK AT SAME ELEVATION. ALL ROTTED OR DEFECTIVE WOOD TO BE
REPLACED.
REUSE EXISTING LEDGER & CONFIRM ATTACHMENT TO HOUSE RIM JOIST MEETS CODE. IF NOT,
RE-SECURE WITH 1/2" LAG SCREWS OR STRUCTURAL WOOD SCREWS TO CODE. ALL ROTTED OR
DEFECTIVE WOOD TO BE REPLACED.
NEW PT 2 X 10 LEDGER TO MATCH EXISTING LEDGER ELEVATION. FASTEN TO HOUSE RIM JOIST
W/ 1/2" LAG SCREWS OR STRUCTURAL WOOD SCREWS (MIN. 3 PER JOIST BAY OR TO CODE).
EXISTING 4 X 4 PT POST ON CONCRETE FOOTER TO BE REUSED. CONFIRM DEPTH OF FOOTERS TO 48"
WITH SERVICEABLE ANCHORS TO POSTS. (TYPICAL FOR 8 SHOWN). ALL ROTTED OR DEFECTIVE WOOD
TO BE REPLACED.
NEW 4 X 4 PT POST ON MINIMUM 8" CONCRETE FOOTER TO 48" DEPTH. SIMPSON PB POST BASE
(OR EQUAL MFR) ANCHORED TO CONCRETE. (TYPICAL FOR 1 NEEDED)
REPLACE EXISTING 2 X 6 BEAMS WITH DOUBLE 2 X 10 PT COMPOSITE BEAM FOR JOIST SUPPORT.
SECURE TO EXISTING OR NEW 4 X 4 POSTS WITH SIMPSON BCS POST CAP (OR EQUAL MFR).
REUSE EXISTING PT 2 X10 JOISTS AT MAXIMUM SPACING OF 16" O.C. WHERE FEASIBLE. NEW
JOISTS TO MATCH EXISTING PT 2 X 10 AT MAX. 16" O.C. SPACING. ADD MID-SPAN BLOCKING.
AT LEDGERS USE SIMPSON LUS JOIST HANGER (OR EQUAL MFR). USE SIMPSON (OR EQUAL MFR)
TIE DOWNS AT GIRDER BEAMS FOR ALL JOISTS.
OVER EXISTING BASEMENT BULKHEAD DOORS: FRAME WITH PT 2 X 6 AT MAX. 16" O.C. FRAME
IN 2 REMOVABLE PANELS WITH FLUSH PICKUP PULLS. FRAME FOR BULKHEAD DOOR CLEARANCE.
(MAX. SPAN FOR JOIST IS APPROX. 6'-8")
SEE FLOOR PLAN FOR DECK SYSTEM POSTS, GUARDRAIL & STAIRRAIL SYSTEM SPECIFICATIONS. SECURE
POSTS TO DECK FRAMING WITH 1/2" LAG BOLTS (MIN. 2 PER POST) TO MEET ALL CODE REQTS.
STAIR CONSTRUCTION: PT 2 X 12 STAIR STRINGERS AT MAX. 16" O.C. SECURE TO DECK FRAME WITH
SIMPSON LSC CONNECTOR (OR EQUAL MFR). ALL STRINGERS TO SIT ON MIN. 6" CONCRETE ON MIN. 4"
GRAVEL BASE AND SECURED WITH TIE DOWN ANCHORS AS REQUIRED.
4
3
6
5
8
7
9
10
11
RENOVATED DECK SPECIFICATIONS
EXPAND/RECONSTRUCT DECK
1
UP RISERS
AS REQUIRED
UP RISERS
AS REQUIRED
FLUSH ACCESS DOORS
TO BULKHEAD BELOW
(FLUSH W/ DECKING)
EXISTING BASEMENT EMERGENCY
EGRESS TO BE ABANDONED
NEW BASEMENT EMERGENCY EGRESS
TO BE CONSTRUCTED. SEE DETAILS
THIS SHEET
1
2
3
4
4
5
6
7
7
7
11'-11" SPAN (EXISTING)
8
8
8
8
2'-0"
EXIST.
O.H.
9
10
11
DOTTED LINES DEPICT
DECK & STAIR RAILING
LOCATIONS
UP FROM GRADEUP FROM GRADE
NEW DECK COMPONENTS: TREX (OR APPROVED EQUAL) TRANSCEND DECKING. LAYOUT & COLORS TO BE APPROVED.
DECKING: 1" GROOVED EDGE BOARD WITH HIDDEN FASTENING SYSTEM.
NEW APRON CONSTRUCTION: AZEK (OR APPROVED EQUAL) 1 X 8 TRIM AROUND LATTICE PANELS.
LATTICE: DURASHELL (OR APPROVED EQUAL) VINYL WITH 1" RECTANGULAR STRIPS/OPENINGS. COLOR TO BE APPROVED.
NOTE: MAINTAIN ACCESS PANEL TO SPACE BELOW DECK.
AT EXISTING BULKHEAD, CONSTRUCT REMOVABLE PANEL SECTIONS FOR FULL ACCESS.
RAILING SYSTEM TO 36" ABOVE DECK: CABLE RAILING WITH WOOD POSTS & CAP TO BE APPROVED. ALL OPENINGS
BETWEEN CABLES TO BE MAX. 4" PER CODE.
1 DECK COMPONENTS
NEW EMERGENCY EGRESS WELL
15'-0" SIDEYARD SETBACK7'-6"SITE PLAN
SCALE: 1/8" = 1'-0"
N
PLAN OF DECK
SCALE: 1/8" = 1'-0"
N