HomeMy WebLinkAboutApp# 14-A050MAY 14 FOR CONSTRUCTION
PLAN NOTE:
DRAWINGS BASED ON BEST AVAILABLE INFORMATION AND
FIELD OBSERVATION. GENERAL CONTRACTOR TO VERIFY
ALL CONDITIONS AND DIMENSION IN FIELD AND ADJUST
FOR DISCREPANCIES. BIRCHALL CONSULTING ACCEPTS NO
LIABILITY FOR ERRORS OR OMISSIONS.
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A2.0
RIGHT
A3.0
REAR
A4.0
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ELEVATIONS
ELEVATIONS; SECTION; NOTES
ELEVATION, DECK DETAILS
OFFICE PLAN; DECK EXPANSION
PLAN
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SCALE: 1/4" = l' -0 -
REVISED FRONT ELEVATION
SCALE: 1/4' = 1'-0"
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MAY 14 F OK CONS I RUCTION
PLAN NOTE:
DRAWINGS BASED ON BEST AVAILABLE INFORMATION AND
FIELD OBSERVATION. GENERAL CONTRACTOR TO VERIFY
ALL CONDITIONS AND DIMENSION IN FIELD AND ADJUST
FOR DISCREPANCIES. BIRCHALL CONSULTING ACCEPTS NO
LIABILITY FOR ERRORS OR OMISSIONS.
NEW FULLY ADHERED MEMBRANE
ROOF ROOF SHINGLES
NEW RAKE TRIM TO MATCH EXISTINC
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SCALE:
1
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KL Y l�LV LL� I LLLVA Y A 11U1 Y
SCAL
CLOSED CELL R>6 SPRAY INSULATION —
BLOCK TO CEILING —
PROPER VENT SEAL TO RIDGE --- S
CENTER WINDOW ON RIDGE -- \
ROOF FRONT WING
2x6 KNEE WALL
FACED R21 FIBE
VENT IF REQ—
R38 CEILING FACED
EXISTING
SEE GABLE NOTE
(2) J POST
EXISTING
SECTIO! #1
SCALE: 1/4" = 1'-O"
(2) VENTSURE OR SIMILAR ROOF VENT
MSTA21 EACH RAFTER, ON FLAT RAFTER
OR PROTECT MEMBRANE ROOF
PROVIDE f1" AIRWAY
REMOVE RIDGE, EXTEND SISTERS
(2) 1 3/4x14 LVL NEW RIDGE CLIP TOPS TO PITCH (AIR VENT)
2X WEDGE ON BOTTOM
2X10 ® 16" O.C.
2X8 SISTER EXISTING
SIMPSON Hi
SIMPSON A34 OPPOSITE
1x8 + 1x3 PVC TRIM
1x4 RIP + 2 Xz" SCREEN VENT
1x8 RIP + BED MOLDING FREEZE
1x4 WINDOW TRIM
2X6 016" O.C.
2X10 SISTER EXISTING
TYP h" STRUCTURAL SHEATHING
NOTE:
REWORK STAIR AS REQUIRED. NOTE MAXIMUM RISER 8 )4", MINIMUM
TREAD 9". MAY REQUIRED BOTTOM PLATFORM. V.I.F.
CONSTRUCTION SEQUENCE NOTES:
1) SISTER FRONT 2X8 JOIST, NOTCH FOR SILL OR HANG TO BOX
2) INSTALL 3/4" T&G PLYWOOD START 0 KNEE WALL LINE.
3) INSTALL KNEE WALL IN FRONT TO SUPPORT ROOF (TEMPORARILY)
4) REMOVE REAR ROOF INCLUDING SILL PLATE
5) SISTER REAR FLOOR JOIST
6) FINISH -Y4 DECK PLYWOOD TO EXTERIOR
7) REMOVE EXISTING RIDGE
8) SISTER FRONT RAFTERS EXTEND TO NEW RIDGE
9) BUILDING NEW 7'-2" WALL
10) INSTALL (2) 1 3'4X14 RIDGE NOTE TOP CUT FOR AIRWAY
11) INSTALL NEW ROOF, NEW Xz" PLYWOOD & PVC TRIM
12) P&M FRONT SHINGLE AND NEW EDPM ADHERED REAR ROOF
13) COMPLETE CONSTRUCTION
14) FOR RIDGE VENTING USE TWO CAP VENT - RIDGE SOLID
SCALE: 1/4" = 1'-0"
ALL WINDOWS ANDERSEN STORM WATCH.
DH= (2) TW2042 4'-7 3/4"(VERIFY) x4'-5" COTTAGE W/ 4" MULL POST
CASE= (2) CW245 9'-7 1/2" (VERIFY) x4'-5 X" R.0 W/ 2" MULL POST
WINDOWS W/ SCREEN AND 1x4+SILL PVC EXT TRIM
GABLE NOTES:
1) EXISTING 2x4 FRAMING REMOVE FROM NEW RIDGE AND INSTALL.
TYP 2x6 INSULATED (R21) WALL
2) REMAINING 2x4 WALL REFRAMED FOR (2) NEW WINDOWS
3) ANY REMAINING 2x4 PAD TO 2x6
4) INSULATE ENTIRE WALL R21 FACED FIBERGLASS
5) STORAGE CRAWL SPACE AREA TO BE OPEN TO WING AREA FOR
VENTING, CUT EXISTING PLYWOOD IF REQUIRED.
WIND NOTES: ��`+Ef
1) DESIGN FOR EXPOSURE B 110 MPH
2) CONSIDER AS L=17.3 x W = 15.5 2 SIDED BOX
3) L/W=1.12 SINGLE STORY JUN 2 4
4) W SIDE 6/15.5 = 39% NAIL 8D 6"OC EDGE, 12" O.C. FIELD CL
TOWN I
5) L SIDE 11.6/17.3 = 67% NAIL 8D 6-O.C. EDGE, 12" FIELD SOUTH Y N CIL
6) NAIL EXPOSED DORMER CHEEK SAME AS #5
HEADER NOTES:
1) CASEMENT HEADER (2) 2x8 FULL WIDTH (BOTH WINDOWS) W/ (1)
JACK ® CTR. USE (1)J+(1) STUD EACH END. SPACE HEADER W/ 2x3
016: O.C., ® END
AND ® CTR J
2) DOUBLE HUNG HEADER (2) 2x8 FULL WIDTH (BOTH WINDOWS) W/ 0
(2) JACK ® CTR. USE (1)J+(1) STUD EACH END. SPACE HEADER W/
20 016" O.C., ® ENDS & OVER CTR J'S. USE PSL POST ABOVE TO
RIDGE. STRAP ACROSS HEADER ONTO POST 6" EACH (114") WITH
MSTA15 STRAP
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EXISTING
SECTIO! #1
SCALE: 1/4" = 1'-O"
(2) VENTSURE OR SIMILAR ROOF VENT
MSTA21 EACH RAFTER, ON FLAT RAFTER
OR PROTECT MEMBRANE ROOF
PROVIDE f1" AIRWAY
REMOVE RIDGE, EXTEND SISTERS
(2) 1 3/4x14 LVL NEW RIDGE CLIP TOPS TO PITCH (AIR VENT)
2X WEDGE ON BOTTOM
2X10 ® 16" O.C.
2X8 SISTER EXISTING
SIMPSON Hi
SIMPSON A34 OPPOSITE
1x8 + 1x3 PVC TRIM
1x4 RIP + 2 Xz" SCREEN VENT
1x8 RIP + BED MOLDING FREEZE
1x4 WINDOW TRIM
2X6 016" O.C.
2X10 SISTER EXISTING
TYP h" STRUCTURAL SHEATHING
NOTE:
REWORK STAIR AS REQUIRED. NOTE MAXIMUM RISER 8 )4", MINIMUM
TREAD 9". MAY REQUIRED BOTTOM PLATFORM. V.I.F.
CONSTRUCTION SEQUENCE NOTES:
1) SISTER FRONT 2X8 JOIST, NOTCH FOR SILL OR HANG TO BOX
2) INSTALL 3/4" T&G PLYWOOD START 0 KNEE WALL LINE.
3) INSTALL KNEE WALL IN FRONT TO SUPPORT ROOF (TEMPORARILY)
4) REMOVE REAR ROOF INCLUDING SILL PLATE
5) SISTER REAR FLOOR JOIST
6) FINISH -Y4 DECK PLYWOOD TO EXTERIOR
7) REMOVE EXISTING RIDGE
8) SISTER FRONT RAFTERS EXTEND TO NEW RIDGE
9) BUILDING NEW 7'-2" WALL
10) INSTALL (2) 1 3'4X14 RIDGE NOTE TOP CUT FOR AIRWAY
11) INSTALL NEW ROOF, NEW Xz" PLYWOOD & PVC TRIM
12) P&M FRONT SHINGLE AND NEW EDPM ADHERED REAR ROOF
13) COMPLETE CONSTRUCTION
14) FOR RIDGE VENTING USE TWO CAP VENT - RIDGE SOLID
SCALE: 1/4" = 1'-0"
ALL WINDOWS ANDERSEN STORM WATCH.
DH= (2) TW2042 4'-7 3/4"(VERIFY) x4'-5" COTTAGE W/ 4" MULL POST
CASE= (2) CW245 9'-7 1/2" (VERIFY) x4'-5 X" R.0 W/ 2" MULL POST
WINDOWS W/ SCREEN AND 1x4+SILL PVC EXT TRIM
GABLE NOTES:
1) EXISTING 2x4 FRAMING REMOVE FROM NEW RIDGE AND INSTALL.
TYP 2x6 INSULATED (R21) WALL
2) REMAINING 2x4 WALL REFRAMED FOR (2) NEW WINDOWS
3) ANY REMAINING 2x4 PAD TO 2x6
4) INSULATE ENTIRE WALL R21 FACED FIBERGLASS
5) STORAGE CRAWL SPACE AREA TO BE OPEN TO WING AREA FOR
VENTING, CUT EXISTING PLYWOOD IF REQUIRED.
WIND NOTES: ��`+Ef
1) DESIGN FOR EXPOSURE B 110 MPH
2) CONSIDER AS L=17.3 x W = 15.5 2 SIDED BOX
3) L/W=1.12 SINGLE STORY JUN 2 4
4) W SIDE 6/15.5 = 39% NAIL 8D 6"OC EDGE, 12" O.C. FIELD CL
TOWN I
5) L SIDE 11.6/17.3 = 67% NAIL 8D 6-O.C. EDGE, 12" FIELD SOUTH Y N CIL
6) NAIL EXPOSED DORMER CHEEK SAME AS #5
HEADER NOTES:
1) CASEMENT HEADER (2) 2x8 FULL WIDTH (BOTH WINDOWS) W/ (1)
JACK ® CTR. USE (1)J+(1) STUD EACH END. SPACE HEADER W/ 2x3
016: O.C., ® END
AND ® CTR J
2) DOUBLE HUNG HEADER (2) 2x8 FULL WIDTH (BOTH WINDOWS) W/ 0
(2) JACK ® CTR. USE (1)J+(1) STUD EACH END. SPACE HEADER W/
20 016" O.C., ® ENDS & OVER CTR J'S. USE PSL POST ABOVE TO
RIDGE. STRAP ACROSS HEADER ONTO POST 6" EACH (114") WITH
MSTA15 STRAP
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'LAN NOTE:
)RAWINGS BASED ON BEST AVAILABLE INFORMATION AND
-1ELD OBSERVATION. GENERAL CONTRACTOR TO VERIFY
kLL CONDITIONS AND DIMENSION IN FIELD AND ADJUST
,OR DISCREPANCIES. BIRCHALL CONSULTING ACCEPTS NO
_(ABILITY FOR ERRORS OR OMISSIONS.
NEW WHITE CEDAR
RIGHT WALL N.S.
ALL NEW WHITE CEDAR
SHINGLE ±5" WEATHER
HIGH ELEV.
INSPECT EXISTING BOLTING IF 4j
QUICK BOLT 0 32" O.C. REBOLT WITH
%"x6 QUICK BOLTS (2) EACH END,
(1) EACH BAY STAGGERED —�
REMOVE EXISTING RAIL & EXISTING
POST. REMOVE JOIST LEDGER -`-
INSPECT HANGERS FOR CORROSION,
REPLACE AS REQUIRED —
REMOVE OLD 2x DECKING, INSTALL
NEW 34 LAUAN DECKING —�
EXISTING WALL SHOWN BEYOND FOR
REFERENCE
R
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SLOPE SECTION 1
SCALE: 1/4" = 1'-0"
9
T/GIRT SEE PLAN FOR ACTUAL
cane Tics
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1 F
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NEW WHITE CEDAR MATCH EXISTING
NEW PVC CORNER TO MATCH EXISTING
P&M ROOF SHINGLES
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SCALE: 1,14" = i'-0"
,' 11
10" SONOTUBES PLACED AS CLOSE
TO WALL AS POSSIBLE, MAX 18"
DECK OVERHANG
TE. PORCH (
SCALE: 1/4" = 1'-0"
I%
\ —
REMOVE D.H. MULLION
REPLACE W/
CASEMENTS
ALL NEW WHITE CEDAR
SHINGLE ±5" WEATHER
REMOVE D.H. WINDOW
REPLACE W/
CASEMENT
NEW WINDOWS ANDERSEN STORM WATCH
1) OFFICE CASEMENT SEE A4
2) BR PAIR ACW2644 (2'-6"x4'-4") WITH 2" MULLION
POST. PROVIDE EGRESS HARDWARE
3) BASEMENT ACW2434 (2'-4"x3'-4") VERIFY HAND
SHOWN CORRECT.
4) BOTH ACW'S GIVEN FOR REFERENCE VERIFY EXISTING
R.O. AND ADJUST AS REQUIRED. HOLD WIDTH TO USE
EXISTING HEADER, HEIGHT MAY BE LONGER ADJUST
SILLS
5) PROVIDE 1x4 PVC TRIM AND PVC SILL ALL NEW
WINDOWS
DOUBLE BAND ONE JOIST EACH
SIDE OF OPENING
CC04.62-3.62SDS (BEAM 4 X &
POST 3 X')
4x4 P.T. POST
ABU44 BASE W/ 3§x8"QUICK BOLT
OR SIMILAR
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SCALE: 1/4" = 1'-0"
JUN 2 4
TOWN CL
SOUTH YARMI
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L NEW WHITE CEDAR
(INGLES
W PVC KICK FROM LEDGER
SHINGLE COURSE RIP 1x8
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kSHERS AS SHOWN
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SCALE: 1/4" = 1'-0"
I%
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REMOVE D.H. MULLION
REPLACE W/
CASEMENTS
ALL NEW WHITE CEDAR
SHINGLE ±5" WEATHER
REMOVE D.H. WINDOW
REPLACE W/
CASEMENT
NEW WINDOWS ANDERSEN STORM WATCH
1) OFFICE CASEMENT SEE A4
2) BR PAIR ACW2644 (2'-6"x4'-4") WITH 2" MULLION
POST. PROVIDE EGRESS HARDWARE
3) BASEMENT ACW2434 (2'-4"x3'-4") VERIFY HAND
SHOWN CORRECT.
4) BOTH ACW'S GIVEN FOR REFERENCE VERIFY EXISTING
R.O. AND ADJUST AS REQUIRED. HOLD WIDTH TO USE
EXISTING HEADER, HEIGHT MAY BE LONGER ADJUST
SILLS
5) PROVIDE 1x4 PVC TRIM AND PVC SILL ALL NEW
WINDOWS
DOUBLE BAND ONE JOIST EACH
SIDE OF OPENING
CC04.62-3.62SDS (BEAM 4 X &
POST 3 X')
4x4 P.T. POST
ABU44 BASE W/ 3§x8"QUICK BOLT
OR SIMILAR
ASO
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SCALE: 1/4" = 1'-0"
JUN 2 4
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SOUTH YARMI
ISTING BAY N.C.
L NEW WHITE CEDAR
(INGLES
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SHINGLE COURSE RIP 1x8
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kSHERS AS SHOWN
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