HomeMy WebLinkAbout103 River St Permit 3-5-23 Stamped by Architect & EngineerDATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
COVER & SPECIFICATIONS A0
Feb.-21-23
PERMIT DRAWINGS
GENERAL REQUIREMENTS
1. CONTRACTOR TO REVIEW ALL DRAWINGS
AND DIMENSIONS AND BRING ANY
DISCEPENCY TO THE ATTENTION OF THE
ARCHITECT.
2. NOTIFY ARCHITECT PRIOR TO PLACING
CONCRETE & COMPLETION OF
STRUCTURAL FRAME.
3. CONTRACTOR IS SOLELY RESPONSIBLE
FOR CONSTRUCTION WAYS AND MEANS.
4. COORDINATE WITH STRUCTURAL
DRAWINGS AND SPECIFICATIONS.
FOUNDATION
1. ALLOWABLE SOIL STRESS, 2000 LBS / SF
2. ALL FOOTINGS TO BE PLACED ON
UNFROZEN, UNDISTURBED OR
COMPACTED SOIL.
3. ALL FOOTINGS TO BE 4’ BELOW GRADE
MIN.
4. DAMPPROOF ALL EXTERIOR CONCRETE IN
CONTACT WITH SOIL
5. PROTECT FOOTINGS AGAINST FROST
UNTIL BACKFILLED
6. PROVIDE PERIMETER PERFORATED DRAIN.
7. PROVIDE VAPOR BARRIER UNDER ALL
SLABS & PERIMETER UNDERSLAB
PERFORATED DRAIN.
8. EXTERIOR FOOTINGS MINIMUM 4’ BELOW
GRADE. INTERIOR FOOTINGS JUST UNDER
SLAB.
CONCRETE
1. COMPRESSIVE STRENGTH OF CONCRETE
TO BE 3000 PSI AT 28 DAYS
2. SLABS ON GRADE TO BE PLACED IN 1,200
SF PANELS MAX. ON MIN. 4" COMPACTED
CRUSHED STONE AND 10 MIL VAPOR
BARRIER & 2” RIGID TYPE IX EPS
INSULATION.
3. SLABS TO BE REINFORCED WITH 6X6 WWF.
4. CONTROL JOINTS TO BE CUT OR TROWELD
¼” DEEP AT 20’X20’ MIN. SPACING.
5. MINIMUM CONCRETE COVER FOR REBAR
IN AREAS IN CONTACT WITH GROUND TO
BE 3” MIN.
6. MINIMUM CONCRETE COVER FOR OTHER
AREAS TO BE 2” MIN.
7. SLOPE GARAGE FLOOR ¼” /FT TO DOOR.
STRUCTURAL STEEL CONSTRUCTION
1. ALL STEEL TO BE A36, PRIMED
2. BASEMENT COLUMNS TO BE 4X4X1/4” TUBE
OR PIPE WITH 5/8" X 9"X 4" TOP PLATE AND
6”X9”X5/8” BOTTOM PLATE, LAG BOLTED TO
BEAMS WITH 4 5/8" LAG BOLTS OR LALLY
COLUMNS W/ HEAVY GRADE STEEL
JACKET. 5/8” GWB WRAP MIN. FOR FIRE
PROTECTION OF HOLLOW COLUMNS.
STRUCTURAL WOOD CONSTRUCTION
1. ALL FRAMING LUMBER KD OR
ENGINEERED.
2. NEW FRAMING TO HAVE THE FOLLOWING
MINIMUM ALLOWABLE BENDING STRESS
(Fb), SHEAR (Fv) AND MODULUS OF
ELASTICITY (E)
2" WIDE JOIST FB = 1,200 MIN. , E =
1,500,000, FV = 150 PSI
3. STUDS - Fb = 1,000 PSI, E = 1,200,000 , FV =
75 PSI.
4. LAMINATED VENEER LUMBER - BENDING Fb
= 2,800 PSI, E = 2,000,000 PSI, SHEAR = 290
PSI.
5. SILLS TO BE 2 - 2X6 PT WITH 5/8" X 1'
ANCHORS BOLTS @ 4' O.C.
6. BEARING PARTITIONS SHALL BE BRIDGED
@ MID HEIGHT.
7. FLOOR SPANS > 10' SHALL BE BRIDGED.
8. BUILT UP WOOD BEAMS SHALL BE BOLTED
WITH TIMBER LOCK 3/16" BOLTS AT 16" O.C.
STAGGARD.
9. LEDGERS SHALL BE LAGED TO STUDS OR
JOIST BAND @ 32" O.C. MIN. WITH LEGER
LOCK 3/8" LAGS. SPANS GREATER THAN 8’
TO BE 2 – 3/8” LAGS @ 32” O.C.
10. NO JOIST SHALL BE NOTCHED AT TOP OR
BOTTOM.
11. PROVIDE DOUBLE JOIST UNDER ALL NON
LOAD BEARING PARTITIONS PARALLEL TO
FLOOR FRAMING.
12 PROVIDE SOLID BLOCKING WHERE JOIST
ENDS ARE UNRESTRAINED FROM
ROTATION.
13. MINIMUM BEARING FOR ALL JOIST OR
RAFTERS TO BE 3"
14. MINIMUM BEARING FOR ALL BEAMS TO BE
3.5"
15. LINTELS TO BEAR ON MINIMUM OF 2 JACK
STUDS.
16. PLYWOOD OR OSB FOR SUBFLOOR TO BE
3/4" T&G GLUED AND GUN NAILED 8” X16”.
17. COLUMNS TO BEAR ON SOLID WOOD
BLOCKING. METAL CONNECT OR LAG TOPS
& BOTTOMS WITH FOUR - 3/8” LAGS 2”
TARGET EMBEDMENT FOR CONTINUOUS
RESISTANCE TO UPLIFT.
18. ALL RAFTERS TO BEAM & RAFTER TO
PLATE CONNECTIONS TO BE METAL
CONNECTED W/ SIMPSON H2.5 HURRICANE
CLIPS.
19. RESOLVE LOADS ON CLOUMNS TO
FOUNDATION OR BEAM BELOW. SOLID
BLOCK ALL CAVITIES FOR CONTINUOUS
BEARING.
20. ALL JOIST HANGERS TO BE SIZED TO
REACTIONS OF BEAMS OR JOIST.
21. PRESSURE TREATED WOOD TO BE USED
AT ALL WOOD TO CONCRETE CONTACT.
22. PROVIDE SHOP DRAWINGS FROM
MANUFACTURERE OF WOOD FRAME
sat. view Image1
A0 - COVER & SPECIFICATIONS
A1 - AXON & ROOF PLAN
A2- FOUNDATION PLAN
A3 - FOUNDATION WALLS
A4 - FIRST FLOOR PLAN
A5 - SECOND FLOOR PLAN
A6 - ELEVATIONS
A7 - ELEVATIONS
A8 - SECTIONS
A9 - SECTIONS
S1 - FIRST FLOOR FRAMING
S2 - SECOND FLOOR FRAMING
S3 - ROOF FRAMING
MANUFACTURER OF WOOD FRAME IF USED
5. COORDINATE LAYOUTS WITH INTERIOR DESIGNER
PRIOR TO ROUGH PLUMBING.
75 PSIE=1,200,000 PSI
103 River Street, South Yarmouth MA
Existing condition pre approvals
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
AXON & ROOF PLAN A1
Feb.-21-23
PERMIT DRAWINGS
Roof
103 River St. axon 1
103 River St. axon 2
SKYLIGHT
VERIFY FROM MANUFACT.
IF CURB IS REQ.
ALUM. GUTTER
ALUM. GUTTER
ALUM. GUTTER
ALUM. GUTTER
ALUM. GUTTER
ALUM. GUTTER
MEMBRANE
ROOF W/ WALK COVER
SL
SLSL
SL
ASPHALT SHINGLES
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
FOUNDATION PLAN A2
Feb.-21-23
PERMIT DRAWINGS
1
2
3
4
5
6
7
89101112131415DOWNUPCustom TextW6W6
ST1
ST1
5
5
ST2
ST2
STB STB
STA STA
EX 2
EX 2
EX 1
EX 1
EX A
EX B
3
3
B
AA
EE
C
D
4
R
R
R RVARIES DEPENDING ON FRAMING17'22'-9"6'-10"30'-3"25'3'-7"8'12'-10"3'4'22'-6"30'-10"53'-5"5'-7"6'-11"7'-3"
7"
10'-10"10'-10"11'-10"7"2'-4"4"8'7'-4"
19'-2"20'-5"7'30'-3"
3"8'8'3'-2"3'-2"8'6'-9"7'-7"9'6'-9"6'-2"3'-2"
6'-2"3'-2"3"
EMERGENCY ESCAPE WELL
NEW FOUNDATION WALLS
UNDER EXISTING FOOTPRINT
C.J.
C.J.
C.J.
C.J.
WIDEN FOOTING
SEE WALL F
WIDEN FOOTING
SEE WALL F
STEEL COL.
SEE S1
STEEL COL.
SEE S1
STEEL COL.
SEE S1
STEEL COL. ON STEEL BASE
PLATE ON FOUNDATION WALL
W/ 4-3/4" ANCHORS
TYPICAL ANCHOR BOLTS AT FOUNDATION CORNERS
SPACED 32" O.C., ALL OTHERS 48" O.C.
SEE DETAIL 3, SHEET S1
BASEMENT
SLAB ON GRADE
DUG OUT BASEMENT
E
B B
C
C
C
C D
C
C
C
D
D
D
HH
HH
C
C
G
G
G
G G
G
G
G
F
F
GENERAL CONCRETE AND FRAMING NOTES
1. ALL CONCRETE fc = 3000 PSI @ 28 DAYS
2. ALL REINFORCING fs = 40,000 PSI
3. ALL STRUCTURAL WOOD fb = 900 PSI MIN.
4. ALL ENGINEERED WOOD fb = 2800 PSI MIN.
5. DO NOT BACKFILL FOUNDATION UNTIL AFTER FIRST
FLOOR FRAMING IS IN PLACE
6. BACKFILL IN 2' LIFTS COMPACT TO 95% OF A
MODIFIED PROCTOR
7. ALL CONCRETE WORK SHALL FOLLOW AMERICAN
CONCRETE GUIDELINES
ACI 305 HOT WEATHER GUIDELINES
ACI 306R-16 COLD WEATHER GUIDELINES
4X4X3/8 STEEL TUBE
LALLY COLUMN, MED.EE
551 1
223 3
4 4 8"1'-4"CUT BACK JOIST
AND INSTALL NEW SHOE
T&G 3/4" CDX PLYWOOD
GLUE & SCREW
CUT BACK EXISTING SHEATHING
AND REPLACE WITH NEW PLYWOOD
SHEATHING TO MATCH THICKNESS
EXTEND UP 1' MIN PAST BOTTOM OF
SHOE. NAIL WELL.
2X6 SHOE
EXISTING SHEATHING
BLOCKING @ PLYWOOD SPLICE
7/16" SHEATHING OVER
EXISTING SHEATHING
1.75" THICK LVL BAND JOIST
PT 2X6 SILL AND SILL SEAL
1X10 BAND
SHAPED 1X DRIP.
RUBBER BACKFLASH
3/4" STONE VENEER CONTINUOUS PT BLOCKING
FOUNDATION PLAN
A3
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
FOUNDATION WALLS A3
Feb.-21-23
PERMIT DRAWINGS1'-4"8'-2"1'-11"10"8'-0"1'-4"5/8" DIAM. ANCHOR
4' O.C. 12" EMBEDMENT
TYPICAL ALL WALLS
2 - #5 CONTINUOUS
TYPICAL ALL WALLS TOP & BOTTOM
FOOTINGS 2'-6" WIDE
X 10" DEEP
TYPICAL ALL FOOTINGS.
10 MIL VAPOR RETARDER
2-#5 @BOTTOM OF WALL
2 - #5 TOP & BOTTOM
#5 - 3'x1' DOWEL
@ 32" O.C.
COMPACTED STONE OR SAND
2-#4 CONTINUOUS
#5 @ 1/3 SPACING IN WALL
B
FIRST FLOOR TOP OF SUBFLOOR.
SEE ENGINEERING PLAN FOR ELEVATION
A
C
NOTE:
DO NOT BACKFILL UNTIL WALLS HAVE CURED FOR 28 DAYS
AND THE FIRST FLOOR FRAMING IS COMPLETED
AND BRACING THE WALL
WALLS UNDER PROPOSED ADDITION
D-04
A3
2" COVER
8' MAX2'-10"1'1'
8"4"
2'-6"
10"8'-2"1'-11"10"4'6'8"8'3'10"#4 @ 12" O.C.
HORIZ.
#6 @ 12" O.C.
VERT.
GRAVITY WALL
NOT IN STRUCTURAL
SCOPE OF WORK
SIMPSON LCC LALLY
COLUMN CAP PLATE
LALLY
COLUMN BASE PLATE
W/ 2-#5 DIAMETER ANCHOR BOLTS
3 1/2" DIAM.LALLY COLUMN,
STANDARD GRADE
#6 DOWEL@ 12" O.C.
4'X1'
1 - #4 @ TOP OF WALL
2 - #5 TOP AND BOTTOM
OF WALL
#4@8" O.C.
5' SLAB ON GRADE
ON 10 MIL VAPOR RETARDER ON
4" THICK BED
3/4" CRUSHED STONE
4" CONC. SLAB
W/ 6X6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND BASE
SAW CUT CONTROL JOINT
@ 20' O.C. MIN.
FOOTINGS 2'-6" WIDE
X 10" DEEP W/ 2 - #4 CONTINUOUS.
TYPICAL ALL FOOTINGS.
10 MIL VAPOR BARRIER
1/2" DIAM. ANCHOR
4' O.C. 12" EMBEDMENT
TYPICAL ALL WALLS
2 - #5 CONTINUOUS
TYPICAL ALL WALLS
THIN BRICK
STONE OR BRICK
TO 4" BELOW
GRADE
2 - #5 CONTINUOUS
TYPICAL ALL WALLS
#5, 3' X 1' DOWEL @ 32" O.C.
#5 @ 1/3 SPACING IN WALL
REMOVE EXISTING SILL
& REPLACE WITH BAND JOIST AND JOIST
SHEATHING BOARD OVER EXISTING
SHEATHING
4-#5 EACH WAY
E
BASEMENT
F
FIRST FLOOR TOP OF SUBFLOOR.
SEE ENGINEERING PLAN FOR ELEVATION
FIRST FLOOR TOP OF SUBFLOOR.
SEE ENGINEERING PLAN FOR ELEVATION
G
GARAGE
FLOOR SLABS
C1
2 828
PT
WALLS UNDER EXISTING HOUSE WALLS @ GARAGE
DOUBLE PT 2X6 SILL
WITH 5/8" ANCHOR BOLTS
12" EMBEDMENT, 4' O.C.
BOLT WITH NUT AND 3"X3"X1/4" STEEL PLATE.
SILL SEAL
2-#5 TOP AND BOTTOM OF WALL
FOUNDATION WALLS
FOUNDATION WALLS
ANCHOR BOLT DETAIL
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
FIRST FLOOR PLAN A4
Feb.-21-23
PERMIT DRAWINGS
32 sq ft
1
2
3
4
5
6
7
891011121314DOWNUPCustom Text1234567891011121314DOWNUPCustom Text
W5W5W6
5' x 6'-8"
R
R
R
RRRR
9' x 7'2'-8" x 6'-8"
W3
W3
W-03
9' x6'-8"2'-8" x6'-8"5' x6'-8"2'-6" x 6'-8"
4' x 6'-8"
W2W2W2W2W2
W2
W2
W2
W14
W1
3' x 6'-8"
W4 W4
5' x 6'-8"
3' x 6'-8"2'-6" x6'-8"W4
2'-8" x6'-8"W4
2'-8" x 6'-8"
3' x 6'6' x6'-8"2'-8" x 6'-8"
RR
6' x 6'-8"2'-6" x6'-8"3
3
5
5
EX 2
EX 2
EX 1
EX 1
EX A
EX B
3
3
B
AA
EE
C
D
4
R
R
R R
24'-4"16'-1"29'-9"8'-2"3'-4"14'-5"
17'22'-9"6'-10"30'-3"25'53'-5"19'-2"
3'6'3'-6"7'
1'-7"1'-9"2'6'-1"7'3'-11"EQ.EQ.
EQ 17'-11"EQ
7"1'-6"1'-6"10'-3"1'-9"7'-2"7'3'-5"5'-1"3"4'-4"2'-9"8'-1"4'-10"10'-5"5'-9"5'-7"5'-6"
3'
12'-6"9'-9"
EQ.EQ.
4'-6"7'-9"2'-7"18'-5"18'-5"3'-10"
20'-5"7'EE
2,750 sq ft
EXISTING
OLD MILL STONE
TO REMAIN
SETBACK LINE
BEAM OVER
CENTERCOLUMN UNDER RIDGE
RAISED CEILING
BATH
KITCHEN
GARAGE
FAMILY ROOM
DINING RM
LIBRARY
ENTRY
BATHENTRY
PORCH
DECK
ENTRY
MUD
KITCHEN/LIVING
RESTORE/RENOVATE EXTERIOR
CIRCA 1800'S 1.75 CAPE
APARTMENT
PROJECT NORTH
CLOS.
OUTDOOR
SHOWER
LANDING
LANDINGECLOS.
SKYLIGHT
551 1
223 3
4 4
473 sq ft
1'-10"3'-4"5'-6"3'4'2'-7"2'-7"4'-6"2'-5"4'-1"2'-5"
2'-1"1'-4"3'-1"4'-9"2'-10"6'-1"5'2'-1"4'-9"6'-8"3'5'6'-8"2'-6"6'-8"9'7'3'-6"W1
W2
W3 W4 W5 W6 W7
W8
W9 W10 W11
D2 D3 D4 D5
OUTSWING
D1 DOOR IS RESTORE EXISTING IF POSSIBLE
NOTE: ALL WINDOWS PAINTED WOOD OR ALUM. TRUE DIVIDED LITE WITH SPACER
SEE FRAMING FOR SKYLIGHT INFO. COORDINATE R.O. WITH MANUFACTURERS.
CASEMENT FIXED AWNING
FIRST FLOOR PLAN
WINDOWS AND DOORS
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
SECOND FLOOR PLAN A5
Feb.-21-23
PERMIT DRAWINGS
279 sq ft
1
2
3
4
5
6
7
891011121314DOWNUPCustom Text12345DOWNUPCustom TextV-
2'-6" Ett 3'-6"
V-
2'-6" Ett 3'-6"
W9 W9 W9 W9
R
R
R
R
R
R
RR
W7
W7
W3
9'-8 3/4" x 6'-8"
2'-8" x 6'-8"
4' x 6'-8"
2'-8" x 6'-8"
W11
2'-6" x 6'-8"2'-6" x6'-8"2'-6" x6'-8"2'-8" x6'-8"3' x 6'-8"
W10
2'-6" x 6'-8"2'-6" x 6'-8"
4' x 6'-8"
W3
W3
W8
W8
W8
W8
W8 4' x6'-8"2'-6" x6'-8"2'-6" x 6'-8"
4' x 6'-8"
RR RR
2'-6" x 6'-8"
W4
ST1
ST1
5
5
ST2
ST2
STB STB
STA STA
EX 2
EX 2
EX 1
EX 1
EX A
EX BWDR
3
3
B
AA
EE
C
D
4
R
R
R R
S
C
C
C
S S
C
S
EE
7'-10"21'-9"14'-4"9'-6"
13'-6"13'-7"
18'-6"13'-5"CENTER IN ROOM CENTER IN ROOM
2'-11"2'-7"3'-4"5'-7"2'5'2'-10"2'7'-1"
14'-2"
1'-8"
1'-7"6'-10"
3'-4"3'-4"16'-1"4'-5"3'-11"10'-7"2'-3"551 1
223 3
4 4
B2, 2 - 1 3/4" X 11 7/8" LVL
5.25x5.25 LSL3.5x19 MICROLAM
B5, 2 - 1 7/8" X 11 7/8" LVL
B5, 2 - 1 7/8" X 11 7/8" LVL
5.25x5.25 LSL
5.25x5.25 LSL
BEDROOMBEDROOM
MASTER BEDROOM
LAUNDRY
M. BATHM. CLOSET
HALL
BATH
LIN
APARTMENT
BEDROOM
DECK
CLOS
STOR.
CLOLS.
SKYLIGHT
SKYLIGHT
velux 30.5"x46.5"
ALL RAFTERS 2X10 @ 16" O.C.
ALL HEADERS UNDER RAFTERS TO BE 3-2X10
ALL HEADERS UNDER A BEAM TO BE 3.5X9 LVL
D4
SKYLIGHT
velux 30.5"x46.5"
SKYLIGHT
velux 30.5"x46.5"
EXISTING WALLS. SISTER W/ 2X6 @ 16" O.C.
KEEP EXISTING SHEATHING
ADD 7/16" SHEATHING OVER AND BLUE SKIN
NEW WALLS. 2X6 @ 16" O.C. WITH 1/2" SHEATHING
AND BLUESKIN OVER
SMOKE DETECTOR
COMBINATION SMOKE/CO DETECTOR
320 sq ft
SECOND FLOOR PLAN
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
ELEVATIONS A6
Feb.-21-23
PERMIT DRAWINGS
E D
EX B C R EX A
23'±3'2'
1'MATCH EXIST.REPAIR EXISTING TRIM AT FRONT DOOR
REPLACE ROTTED FIRST 16"
OF JAMB TRIM
REPAIR EXISTING TRIM
CIRCA 1800'S FRONT CAPE
REPAIR ALL WOOD TRIM.
REPLACE ONLY SECTIONS ROTTED.
REPLACE WINDOWS WITH
PAINTED ALUM. OR PAINTED WOOD.
7/8" MUNTINS ON OUTSIDE AND INSIDE FACE OF GLASS
NEW WHITE CEDAR SHAKES
REPAIR EXISTING TRIM
PAINTED 1X5
FACTORY PAINTED ALUM.
RAILING SYSTEM
2X4 TOP AND BOTTOM RAILS
1.25"X1.25" BALUSTERS @ 5" O.C.
1" THIN FIELDSTONE MATCH EXIST.
OVER NEW FOUNDATION
COMPOSITE SKIRT @
GROUND CONTACT
SUMMER SUN ANGLE
ASPHALT SHINGLES
THIN BRICK OVER WOOD FRAME
ZINC COATED COPPER CAP
1X10 WATER TABLE
BEYOND
C2
B2
A1 SIM
A2
5 3 EX 2 EX 1ST1ST2
CIRCA 1800'S 1.5 CAPE
REPAIR ALL WOOD TRIM.
REPLACE ONLY SECTIONS ROTTED.
REPLACE WINDOWS WITH
PAINTED ALUM. OR PAINTED WOOD.
7/8" MUNTINS ON OUTSIDE AND INSIDE FACE OF GLASS
NEW WHITE CEDAR SHAKESMATCH RAKE TYPE A
MATCH RAKE TYPE B
MATCH RAKE TYPE A
RAKE TYPE A
RAKE TYPE B
PAINTED 1X10
PAINTED ALUM. RAIL
PAINTED 1X8
SKYLIGHT
8"
8"7"8"
1x4
1x8
1x
1 1/2" COVE
ALUM GUTTER
1x8
3/4" COVE
1X WINDOW HEAD TRIM
ALUM GUTTER
1x8
3/4" COVE
1X WINDOW HEAD TRIM
2
6
2 2
10
62
10
RAKE A EAVE A EAVE END A
8"7"8"
8"
7"3"CROWN
MOULDING
CONTINUOUS BLOCKING
1x3/4" COVE
1X WINDOW HEAD TRIM
1x
1 1/2" COVE
CROWN
MOULDING
CONTINUOUS
BLOCKING 3.5" CROWN
MOULDING
1x
3/4" COVE
1X WINDOW HEAD TRIM
1X8
1X6
2
6
2 2
10
62
10
EAVE BRAKE B EAVE END B
5"8"1X3 OVER 1X5
1xTRIM
1.25" BRICK MLDG.
1X TRIM
1X TRIM
1X 6 CORNER
1X3
1X5
1X BLOCKINGRUBBER FLASHING
ASPHALT SHINGLES
EAVE C EAVE END CRAKE C
East Elevation
South Elevation P
EAVE & RAKE
EAVE & RAKE
EAVE & RAKE
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
ELEVATIONS A7
Feb.-21-23
PERMIT DRAWINGS
A
R C
E
EX 1
R
EX 2 3 ST2 ST1 4 5
2'
CIRCA 1800'S 1.5 CAPE
EXCEPT NEW FRENCH DOOR, REPAIR ALL WOOD TRIM.
REPLACE ONLY ROTTED WOOD ONLY
REPLACE WINDOWS WITH
PAINTED ALUM. OR PAINTED WOOD.
7/8" MUNTINS ON OUTSIDE AND INSIDE FACE OF GLASS.
NEW WHITE CEDAR SHAKES
MATCH IN TRIM @ WOOD GUTTER
ALUMN. GUTTER
ON 1X8ASPHALT SHINGLES
PAINTED 1X FREEZE BOARD
ALUMN. GUTTER
ON 1X8
PAINTED 1X FREEZE BOARD
SKYLIGHT
West Elevation P
North Elevation
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
BUILDING SECTIONS A8
Feb.-21-23
PERMIT DRAWINGS
EX 2 EX 154
-8'
-1 Story
±0"
1 Story
+8'-6"
2 Story
+18'-8"
3 Story
5'8'-10"8'-10"1'-6"17'29'-6"30'-3"
RAISE EXISTING FLOOR HEIGHT
4"
METAL CONNECT OR
3 - 3/8" LAGBOLTS
BEAM TO COLUMN.
2.5" EMBEDMENT.
TYPICAL RAFTER HANGERS TYPICAL
RELOCATED EXISTING 8X8 SUMMER BEAM
REUSE EXISITNG BEAMS
UNDER NEW FLOOR STRUCTURE
EXISTING 8X8 SUMMER BEAM
TO BE RELOCATED
5.25X5.25 MICROLAM
HEADER
STEEL BEAM STEEL BEAM
STEEL COL.STEEL COL.
DRAWING A6
DRAWING A3
ex
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
INSULATION R=30
STRAPPING & GWB OR
FIREPROOF TRUSS JOIST
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
FOAM INSULATION R=30
5" CONCRETE SLAB W/ 6x6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND
ASPHALT SHINGLES
15 LB FELT PAPER
5/8" CDX SHEATHING
EXISTING SHEATHING
SISTER EXISTING RAFTERS WITH 2X10
ADD 2X10 FOR 16"' O.C. MIN. SPACING
FOAMED IN PLACE INSULATION R=49
STRAPPING
GWB
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
FOAM INSULATION R=30
E A
R
STB STA
-8'
-1 Story
±0"
1 Story
+8'-6"
2 Story
+18'-8"
3 Story
7'-4"8'-10"12'9'-11"23'-1"11'-2"19'-1"
2X8 LEDGER W/ 2-3/8" LAGS 2" EMBEDMENT
TO TARGET
2X8 LEDGER W/ 2-3/8" LAGS 2" EMBEDMENT
TO TARGET
STEEL BEAM
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
FOAM INSULATION R=30
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
R= 30 INSUALTION
GWB OR FIRE PROOF TJI
COMPOSITE DECKING
SHAPED PT JOIST
MEMBRANE STRIP
MEMBRANE ROOFING
MEMBRANE BACKER
TAPERED INUSLATION
3/4" T&G SHEATHING
R=49 SPRAY FOAM INSUL.
STRAPPING
GWB
ASPHALT SHINGLES
15 LB FELT PAPER
(ICE & WATER @ EAVE)
5/8" OSB
2X10 @ 16" O.C.
R=49 SPRAY FOAM INSUL.
STRAPPING
1/2" GWB
ASPHALT SHINGLES
15 LB FELT PAPER
T&G 4X8 @ 3' O.C.
5/4 COMPOSITE DECKING
PT 2X8 @ 16" O.C.
5" CONCRETE SLAB W/ 6x6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND
ST1 5
±0"
1 Story
+8'-6"
2 Story
+18'-8"
3 Story
19'3'-7"9'-8"12
7
ASPHALT SHINGLES
15 LB FELT PAPER
(ICE & WATER @ EAVE)
5/8" OSB
2X10 @ 16" O.C.
R=49 SPRAY FOAM INSUL.
STRAPPING
1/2" GWB
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
INSULATION R=30
STRAPPING
5/8" GWB
5" CONCRETE SLAB W/ 6x6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND
Building Section 1
Building Section 2
Building Section 3
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
BUILDING SECTIONS A9
Feb.-21-23
PERMIT DRAWINGS
ST1
-8'
-1 Story
-8'
-1 Story
±0"
1 Story
±0"
1 Story
+8'-6"
2 Story
+8'-6"
2 Story
+18'-8"
3 Story
+18'-8"
3 Story
6'-8"8'-5"9'-8"5.25X5.25 MICROLAM HEADER5.25X5.25 MICROLAM HEADER
12
3
ASPHALT SHINGLES
15 LB FELT PAPER
ICE & WATER FULL COVERAGE
5/8" OSB
2X10 @ 16" O.C.
R=49 SPRAY FOAM INSUL.
STRAPPING
1/2" GWB
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
INSULATION R=30
STRAPPING
5/8" GWB
5" CONCRETE SLAB W/ 6x6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND
E D B A
R
STB STA
-8'
-1 Story
±0"
1 Story
+8'-6"
2 Story
+18'-8"
3 Story
8'-10"7'13'-9"1'-11"8"8'8"11"6"1'-6"
1'6"11'-11"3'-9"5'-3"
9'-10"
4'19'-1"11'-2"11'-2"8'
127
124
123
ASPHALT SHINGLES
15 LB FELT PAPER
(ICE & WATER @ EAVE)
5/8" OSB
2X10 @ 16" O.C.
R=49 SPRAY FOAM INSUL.
STRAPPING
1/2" GWB
MEMBRANE ROOFING
MEMBRANE BACKER
TAPERED INUSLATION
3/4" T&G SHEATHING
SPACE
2X10 @ 16"
R=49 SPRAY FOAM INSUL.
STRAPPING
GWB
FINISH FLOORING
3/4" OSB T&G, S&G.
JOIST SEE STRUCTURAL
INSULATION R=30
STRAPPING & GWB OR
FIREPROOF TRUSS JOIST
5" CONCRETE SLAB W/ 6x6 WWF
10 MIL VAPOR BARRIER
COMPACTED SAND
Building Section 4
Building Section 5
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
FIRST FLOOR FRAMING
PLAN S1
Feb.-21-23
PERMIT DRAWINGS
1
2
3
4
5
6
7
89101112131415DOWNUPCustom TextW6W6
ST1
ST1
5
5
ST2
ST2
STB STB
STA STA
EX 2
EX 2
EX 1
EX 1
EX A
EX B
3
3
B
AA
EE
C
D
4
R
R
R RVARIES DEPENDING ON FRAMING4X4X3/8 STL. TUBE
4X4X3/8 STL. TUBE
DBL UNDER
KITCHEN ISLAND
TRUSS JOIST 11 7/8"X3 1/2"
WIDE FLANGE @ 16" O.C.
B8 2 - PT 2X10
PT 2X8 @ 16" O.C.B8 2 - PT 2X10
TRUSS JOIST 11 7/8" X 2 5/8"
@ 16" O.C.
2X10@16"O.C.
TRUSS JOIST
9 1/2" X 2 5/16" WIDE FLANGE
@ 16' O.C.
TRUSS JOIST
9 1/2" X 2 5/16" WIDE FLANGE
@ 16' O.C.
PT 2X8 @ 16" O.C.
E
551 1
223 3
4 4
10"X10"X3/4" STEEL BASEPLATE
W/ 3/4" J ANCHORS
5"X10"X5/8" STEEL CAP
WELD ALL AROUND
TUBE COLUMN
WELD ALL AROUND TO BASEPLATE
3/8" STIFFENER PLATES.
EACH SIDE OF BEAM
STEEL BEAM
WOOD SOLE
BOLT TO BEAM
NON SHRINK GROUT
4-#5 EACH WAY
CONC. FLOOR SLAB
STEEL TUBE
4X4X3/8"
STEEL ANGLE
WELD ALL AROUNDTYPICAL WHERE SHOWN
2-3/8" LAG BOLT2" EMBEDMENT
MICROLAM BEAMMICROLAM BEAM
FIRST FLOOR
FIRST FLOOR FRAMING
STEEL COL. TO STEEL BEAM
STEEL CO. WOOD BEAM
FRAMING
FRAMING
SHEAR WALL
RIDGE1 2
3
4
5
GENERAL CONCRETE AND FRAMING NOTES
1. ALL CONCRETE fc = 3000 PSI @ 28 DAYS
2. ALL REINFORCING fs = 40,000 PSI
3. ALL STRUCTURAL WOOD fb = 900 PSI MIN.
4. ALL ENGINEERED WOOD fb = 2800 PSI MIN.
5. DO NOT BACKFILL FOUNDATION UNTIL AFTER FIRST
FLOOR FRAMING IS IN PLACE
6. BACKFILL IN 2' LIFTS COMPACT TO 95% OF A
MODIFIED PROCTOR
7. ALL CONCRETE WORK SHALL FOLLOW AMERICAN
CONCRETE GUIDELINES
ACI 305 HOT WEATHER GUIDELINES
ACI 306R-16 COLD WEATHER GUIDELINES
AT FOUNDATION CORNERS
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
SECOND FLOOR FRAMING
PLAN S2
Feb.-21-23
PERMIT DRAWINGS
32 sq ft
1
2
3
4
5
6
7
891011121314DOWNUPCustom Text1234567891011121314DOWNUPCustom Text
W6 W6W6
5' x 6'-8"
R
R
R
RRRR
9' x 7'3' x 6'-8"
W3
W3
W-03
9' x6'-8"2'-8" x6'-8"5' x6'-8"2'-6" x 6'-8"
4' x 6'-8"
W2W2W2W2W2
W2
W2
W2
W12
W1
3' x 6'-8"
W4 W4
5' x 6'-8"
3' x 6'-8"2'-6" x6'-8"W4
2'-8" x6'-8"W4
2'-8" x 6'-8"
3' x 6'6' x6'-8"2'-8" x 6'-8"
RR
5' x 6'-8"2'-6" x6'-8"ST1
ST1
5
5
ST2
ST2
STB STB
STA STA
S
C
C
C
C
EX 2
EX 2
EX 1
EX 1
EX A
EX B
3
3
B
AA
EE
C
D
4
R
R
R RD-1
S1
12'-3"3'-4"3'-4"
E
2,750 sq ft
POINT LOAD
OVER
TRUSS JOIST 11 7/8"X3 1/2"
WIDE FLANGE @ 16" O.C.
2X10@16"O.C.
TRUSS JOIST
11 7/8' X 2 1/2" WIDE FLANGE
@ 16' O.C.
3.5x12 MICROLAM
5.25X12 MICROLAM
UNDER POINT LOAD FROM
RIDGE
4X4X3/8 STL. TUBE
4X4X3/8 STL. TUBE
4X4X3/8 STL. TUBE
4X4X3/8 STL. TUBE
2-1 3/4 X 9 LVL
TRUSS JOIST 11 7/8"X3 1/2"
WIDE FLANGE @ 16"O.C.
TRUSS JOIST
9 1/2" X 2 5/16" WIDE FLANGE
@ 16' O.C.
TRUSS JOIST 11 7/8" X 2 5/8"
@ 16" O.C.
TRUSS JOIST 11 7/8" X 2 5/8"
@ 16" O.C.
2-1 3/4 X 9 LVL
2-1 3/4 X 9 LVL
OVER WALL
4X8 SYP @ 3' O.C. ±
W/ 1 3/4" X 5 1/2" T&G SHEATHING
6 - 1 3/4" X 9" LVL
PT 4X4 COL. WRAP W/ 1XTYPICAL
TRUSS JOIST
9 1/2" X 2 5/16" WIDE FLANGE
@ 16' O.C.
5.25x5.25 LSL
KITCHEN
GARAGE
FAMILY ROOM
DINING RM
LIBRARY
ENTRY
BATH
PORCH
DECK
ENTRY
MUD
KITCHEN/LIVING
RESTORE/RENOVATE EXTERIOR
CIRCA 1800'S 1.75 CAPE
APARTMENT
CLOS.
B6-W12X35 STL. BEAM
B9-W12X26 STL. BEAMB6-W12X35 STL. BEAMB9-W12X26 STL. BEAMSKYLIGHT
w/ 12" raised curb
3' diam. or 3'x3' square
DBL
DBL
EXISTING WALLS. SISTER W/ 2X6 @ 16" O.C.
KEEP EXISTING SHEATHING
ADD 7/16" SHEATHING OVER AND BLUE SKIN
NEW WALLS. 2X6 @ 16" O.C. WITH 1/2" SHEATHING
AND BLUESKIN OVER
SMOKE DETECTOR
COMBINATION SMOKE/CO DETECTOR
551 1
223 3
4 4
SECOND FLOOR FRAMING
DATE:
Drawing:
Owner:
Project:
Architect:
103 River South Yarmouth MA
Sangiolo Associates Architects
www.sangioloassociates.com
617 272 5402
The Hearn's
Structural:
ROOF FRAMING PLAN S3
Feb.-21-23
PERMIT DRAWINGS
279 sq ft
1
2
3
4
5
6
7
891011121314DOWNUPCustom Text12345DOWNUPCustom TextW9 W9 W9 W9
R
R
R
R
R
R
RR
W7
W7
W3
9'-8 3/4" x 6'-8"
2'-8" x 6'-8"
4' x 6'-8"
2'-8" x 6'-8"
W11
2'-6" x 6'-8"2'-6" x6'-8"2'-6" x6'-8"2'-8" x6'-8"3' x 6'-8"
W10
2'-6" x 6'-8"2'-6" x 6'-8"
4' x 6'-8"
W3
W3
W8
W8
W8
W8
W8 4' x6'-8"2'-6" x6'-8"2'-6" x 6'-8"
4' x 6'-8"
RR RR
2'-6" x 6'-8"
W4
ST1
ST1
5
5
ST2
ST2
STB STB
STA STA
EX 2
EX 2
EX 1
EX 1
EX A
EX B
3
3
B
AA
EE
C
D
4
R
R
R R
S
C
CC
S S
C
S
E
551 1
223 3
4 4
B1 3 - 1 3/4 X 11 7/8" LVL
B2, 2 - 1 3/4" X 11 7/8" LVL
2 - 1 3/4" X 11 7/8" LVL
5.25x5.25 LSL
B3, 2 - 1 7/8" X 11 7/8" LVL
R=7920 lbsB4-3.5x9 MICROLAM
3.5x19 MICROLAM
3.5x19 MICROLAM
3.5x19 MICROLAM
DBL AT SKYLIGHTS TYPICAL
5.25X7 MICROLAM HEADER5.25X7 MICROLAM HEADER
5.25X5.25 MICROLAM HEADER
AT FRONT ELEVATION
5.25X5.25 MICROLAM HEADERTHESE WINDOWS5.25X5.25 MICROLAM HEADERAT FRONT ELEVATION
5.25X5.25 MICROLAM HEADER
AT FRONT ELEVATION
5.25X9 MICROLAM HEADER
TO 6X6 SYP COLUMN EACH SIDE
B5, 2 - 1 7/8" X 11 7/8" LVL
B5, 2 - 1 7/8" X 11 7/8" LVL
B3, 2 - 1 7/8" X 11 7/8" LVL
DBL AT SKYLIGHTS TYPICAL
2X10 @ 16" O.C.
5.25x5.25 LSL
5.25x5.25 LSL
DBL RAFTER @ WOOD CHIMNEY
SKYLIGHT
SKYLIGHT
velux 30.5"x46.5"
ALL RAFTERS 2X10 @ 16" O.C.
ALL HEADERS UNDER RAFTERS TO BE 3-2X10
ALL HEADERS UNDER A BEAM TO BE 3.5X9 LVL
SKYLIGHT
velux 30.5"x46.5"
SKYLIGHT
velux 30.5"x46.5"
EXISTING WALLS. SISTER W/ 2X6 @ 16" O.C.
KEEP EXISTING SHEATHING
ADD 7/16" SHEATHING OVER AND BLUE SKIN
NEW WALLS. 2X6 @ 16" O.C. WITH 1/2" SHEATHING
AND BLUESKIN OVER
SMOKE DETECTOR
COMBINATION SMOKE/CO DETECTOR
320 sq ft
ROOF FRAMING