View
11
Download
0
Category
Preview:
Citation preview
??
?
?
?
??
?
SECTION TAG
ELEVATION TAG
DETAILS IN PLAN, SECTION
WALL TYPE TAG
ROOM NAME AND NUMBER
WINDOW TAG
DOOR TAG
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL
SHEET #
VIEWSHEET #
VIEW
2622 SF
1ST FLOORCONDITIONED
946 SFGARAGE
116 SFCOVERED DECK
205 SFCOVERED DECK
112 SF
COVEREDPORCH
1084 SFOPEN DECK
3308 SF
2ND FLOORCONDITIONED
379 SFDECK
120 SFDECK
N
NORTH
1. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION.ANY VARIATIONS, DISCREPANCIES OR FIELD ALTERATIONS TO THESE DESIGN DRAWINGS SHALL BEBROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION
2. ANY ITEMS NOT SPECIFICALLY SHOWN ON THE DRAWINGS, BUT REASONABLY INCIDENTAL ANDNECESSARY FOR THE SATISFACTORY COMPLETION OF THE PROJECT IN ACCORDANCE WITH INDUSTRYSTANDARDS, AREA INCLUDED WITHIN THE INTENT OF THESE DESIGN DRAWINGS.
3. THESE DESIGN DRAWINGS ARE NOT COMPREHENSIVE CONSTRUCTION DOCUMENTS AND, THEREFORE,BUILDING CODE COMPLIANCE, CONSTRUCTION DETAILING AND FINAL COORDINATION RESULTING FROMTHE USE OF THESE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE OWNER/CONTRACTOR. THEARCHITECT SHALL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THESE DRAWINGS ORFROM WRITTEN RECOMMENDATIONS. CHANGES TO THE PLAN BY THE OWNER AND/ OR CONTRACTORSHALL BE THE RESPONSIBILITY OF THE PERSONS MAKING SUCH CHANGES. THE OWNER AND/ ORCONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS FROM & AGAINST ALL CLAIMS, DAMAGES, LOSSES& EXPENSES INCLUDING, BUT NOT LIMITED TO, ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROMTHE PERFORMANCE OF THE WORK BY THE CONTRACTOR. THE ARCHITECT SHALL NOT HAVE CONTROL ORCHANGE OF & SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THEWORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, FOR ANY OTHERPERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THEWORK IN ACCORDANCE WITH APPLICABLE CODES.
4. ALL DIMENSIONS ARE TO THE FACE OF STUD OR FACE OF BLOCK/BRICK, UNLESS NOTED OTHERWISE.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY THAT ALL CONSTRUCTION BE DONE IN ACCORDANCEWITH ALL CODES, ORDINANCES, AND REGULATIONS APPLICABLE TO THE PROJECT, INCLUDING ALLRELEVANT STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL CODES.
6. ALL EGRESS STAIRS TO CONFORM TO ALL APPLICABLE CODES INCLUDING INTERNATIONAL RESIDENTIALCODE "IRC".
7. CONTRACTOR TO PROVIDE FLOOD VENTS AS REQUIRED.
8. CONTRACTOR REQUIRED TO PROVIDE CONSTRUCTION DETAILING TO ENSURE WEATHERTIGHTCONSTRUCTION.
9. ALL WINDOWS AND DOORS TO HAVE PROPER HEAD AND SILL FLASHING (WINDOW AND DOOR NAILINGFLANGES DO NOT SERVE AS FLASHING - PROVIDE ADDITIONAL ADEQUATE FLASHING AS REQUIRED).PROVIDE FLASHING AND BUTYL TAPE PER MFR. RECOMMENDATIONS.
10. PROPER ASSEMBLY, INSTALLATION AND OPERATION OF ALL MATERIALS, COMPONENTS, SYSTEMS,AND FINISHES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IN ACCORDANCE WITHMANUFACTURER INSTRUCTIONS.
11. ALL CIVIL ENGINEERING, MECHANICAL, ELECTRICAL AND PLUMBING WORK TO BE COMPLETED ON ADESIGN/BUILD BASIS BY THE GENERAL CONTRACTOR.
12. COMPONENTS FOR CONSTRUCTION SAFETY ARE NOT INDICATED IN THESE DRAWINGS. IT SHALL BETHE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL RULES AND REGULATIONS OF THEOCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) DURING ALL CONSTRUCTION.
13. EXTERIOR WALL CONSTRUCTION TO BE 2x6 WOOD STUDS @ 16" O.C. W/ R-21 (MINIMUM) SPRAY-INFOAM INSULATION AND BATT INSULATION (TYPICAL). REFER TO WALL SECTION FOR COMPONENTS ANDDETAILING. INTERIOR WALLS TO BE 2x4 @ 16" O.C. (TYPICAL - UNLESS NOTED OTHERWISE).
14. PROVIDE SOUND ATTENUATION BATT INSULATION BETWEEN FLOOR FRAMING SYSTEMS AND INTERIORWALLS AT ALL BEDROOMS, LAUNDRY ROOM, LIVING ROOMS. COORDINATE ADDITIONAL LOCATIONS WITHOWNER
15. CONTRACTOR TO VERIFY ALL WINDOW/DOOR LOCATIONS REQUIRED TO BE TEMPERED PER CODE.
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL HURRICANE TIES AS REQUIRED BY LOCALJURISDICTIONS.
17. ELEVATOR - THE GENERAL CONTRACTOR, ELEVATOR SUBCONTRACTOR, AND ALL RELEVANT SUB-CONTRACTORS TO COORDINATE CONSTRUCTION OF THE ELEVATOR IN ACCORDANCE WITH ALLREGULATORY REQUIREMENTS (INCLUDING BUT NOT LIMITED TO SHAFT REQUIREMENTS, DIMENSIONS,OVERHEAD CLEARANCE, HOIST BEAMS, SUMP PUMPS, SMOKE DETECTORS, ETC.) TO ENSURE THEELEVATOR'S PROPER PERFORMANCE. ELEVATOR SPECIFICATIONS, DIMENSIONS, AND OTHER DATA TOBE FIELD VERIFIED & COORDINATED W/ OWNER AND ARCHITECT PRIOR TO CONSTRUCTION. ANYDIMENSIONAL CHANGES TO THE PLANS MUST BE REPORTED TO ARCHITECT PRIOR TO CONSTRUCTION.
18. THIS STRUCTURE SHALL BE PROVIDED WITH AND PROTECTED BY A COMPLETE AUTOMATIC SPRINKLERSYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MOST RECENTEDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NATIONAL FIRE CODE, NFPA 13-D"STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS." THE SYSTEM SHALL BE INSTALLED INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND PLANS AS APPROVED BY THE AUTHORITYHAVING JURISDICTION.
PROJECT NAME:PROJECT ADDRESS:
PROPOSED USE:
OWNER'S NAME:
CITY/COUNTY:
GREENSPAN RESIDENCE1548 TEAL DRIVEOCEAN CITY, MD 21842
RESIDENTIAL OCCUPANCY
JERALD & DEBORAH GREENSPAN
TOWN OF OCEAN CITYWORCESTER COUNTY, MD
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
VICINITY MAP DRAWING LIST
ABBREVIATIONS
DRAWING KEYS
MECH. MECHANICALMET., MTL. METALMFR. MANUFACTURERMIN. MINMUMM.O. MASONRY OPENINGMTD MOUNTEDN.I.C. NOT IN CONTRACTNO., # NUMBERN.T.S. NOT TO SCALEO.C. ON CENTEROFF. OFFICEO.H. OPPOSITE HANDOPNG. OPENINGPLAM,, P-LAM PLASTIC LAMINATEPLY., PWD PLYWOODPT., PTD. PAINTEDR.D. ROOF DRAINREC. RECESSEDREF. REFRIGERATORREQD. REQUIREDRM. ROOMR.O. ROUGH OPENINGSECT. SECTIONSIM. SIMILARS.S. SERVICE SINKSTL. STEELSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDT.& G. TONGUE AND GROOVETHRESH. THRESHOLDT.O.B. TOP OF BEARINGTYP. TYPICALU.L. UNDERWRITERS
LABORATORIESU.O.N., U.N.O. UNLESS OTHERWISE NOTEDW/ WITHWAIN. WAINSCOT
GENERAL NOTESA.F.F. ABOVE FINISHED
FLOORBLDG. BUILDINGBRG. BEARINGC.H. CEILING HEIGHTCL CENTER LINECLG. CEILINGCLO CLOSETCLR. CLEARC.M.U., CMU CONCRETE
MASONRY UNITCOL. COLUMNCONC. CONCRETECONST. CONSTRUCTIONDET. DETAILDIA. DIAMETERDIM. DIMENSIONDR. DOORDS DOWNSPOUTDWG. DRAWINGEA. EACHEQ. EQUALEQUIP. EQUIPMENTEXG. EXISTINGEXT. EXTERIORF.D. FLOOR DRAINFIN.F.,F.F. FINISHED FLOORF.OF S. FACE OF STUDFTG. FOOTINGFURR. FURRINGF.V. FIELD VERIFYG.W.B, GWB GYPSUM WALL BOARDGYP.BD. GYPSUM BOARDH., HT. HEIGHTHDW. HARDWAREH.M. HOLLOW METALHR. HOURINSUL. INSULATIONJST. JOISTJT. JOINT
NEW CONSTRUCTION OF
ISSUED FOR: CODE SUMMARY & AREA PLANS
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
As indicated
10/2
9/20
21 1
:01:
06 P
M
G001
COVER SHEET
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
GREENSPAN RESIDENCE1548 TEAL DRIVEOCEAN CITY, MD
ISSUED FOR PERMIT REVIEW10.29.2021
CONDITIONED SPACE 2,622 SFGARAGE 946 SFCOVERED PORCHES 433 SFOPEN DECKS 1,084 SF
FIRST FLOOR
TOTAL CONDITIONED SPACE 5,930 SF
CONDITIONED SPACE 3,308 SFOPEN DECKS 499 SF
SECOND FLOOR
AREA SUMMARY
1/16" = 1'-0"1 FIRST FLOOR AREA PLAN
APPLICABLE CODES
BUILDING CODE:ELECTRICAL CODE:LIFE SAFETY CODE:FIRE PREVENTION CODE:ENERGY CODE:OTHER:
IRC 2018NEC 2017NFPA 101 - 2018NFPA 13DIECC 2018TOWN OF OCEAN CITY CODE
1/16" = 1'-0"2 SECOND FLOOR AREA PLAN
SITE LOCATION
DRAWING LIST
Sheet Number Sheet Name
GENERALG001 COVER SHEETARCHITECTURALA100 ARCHITECTURAL SITE PLANA101 PROPOSED FIRST FLOOR PLANA102 PROPOSED SECOND FLOOR PLANA103 ROOF PLANA104 REFLECTED CEILING PLANSA201 ELEVATIONSA202 ELEVATIONSA401 ENLARGED STAIR PLANS & DETAILSA402 INTERIOR ELEVATIONSA601 WINDOW AND DOOR TYPESA901 3D VIEWSSTRUCTURALS101 FOUNDATION / FIRST FLOOR FRAMING PLANS102 SECOND FLOOR FRAMING PLANS103 ROOF FRAMING PLANS501 TYPICAL DETAILSS502 SCHEDULES & GENERAL NOTES
No. Description Date
11/12/2021 - REVISED plans - 5 bedroom single-family dwelling w/ 4 off-street parking spaces min. 9'x20'
DN
N
EXIS
TIN
G D
OC
K
EXISTING DOCK
EXISTING BOAT LIFTDN
DN
GRASS AREA
SECOND FLOOROVERHANG
SECOND FLOOROVERHANG
NEW POOL
NEW 2-STORY DWELLING
LINE OFDECKABOVE
LINE OFDECKABOVE
BUILDING RESTRICTION LINE
BUILDING RESTRICTION LINE
BUIL
DIN
G R
ESTR
ICTI
ON
LIN
E
BUIL
DIN
G R
ESTR
ICTI
ON
LIN
E
EXISTING BLOCK WALL
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PRO
PER
TY B
OU
ND
ARY
NEW ATTACHED3-CAR GARAGE
35' -
0"
16' - 0"
15' - 0"
10' - 0"
5' -
0"
NEW PERVIOUS COMPOSITE DECKING
GROUND LEVEL PERVIOUSDECK WALKWAY
PLANTER
11' -
6 1
/2"
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/8" = 1'-0"
10/2
9/20
21 1
:00:
17 P
M
A100
ARCHITECTURALSITE PLAN
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN
No. Description Date
Reviewed by Cory Hunsberger
2SKA-02
NEW ATTACHED3-CAR GARAGE PARKING SPACE 1
9'-0" WIDE X 20'-0" DEEP
PARKING SPACE 49'-0" WIDE X 20'-0" DEEP
PARKING SPACE 39'-0" WIDE X 20'-0" DEEP
PARKING SPACE 29'-0" WIDE X 20'-0" DEEP
30' - 8"22
' -6"
22' -
8"
9' - 0"
7' -
0" PARKING SPACE 19'-0" WIDE X 20'-0" DEEP
3 CARGARAGE
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
As indicated
11/3
/202
1 10
:25:
48 A
M
SKA-02
PARKINGSPACE PLAN
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
3/16" = 1'-0"1 PARTIAL SITE PLAN
1/4" = 1'-0"2 GARAGE PARTIAL SECTION
11/3/2021 - Revised parking plan with four (4) 9' x 20' minimum required parking spaces
UP
WD
DN
DW
MICRO
DW
A2011
A201
2
A202 1
A202
2
MASTERBEDROOM
LIVING ROOM
STAIR
POWDERROOM
STORAGE
M
M
M
C
C
C
B
B
B
B
P
E
A
NEW POOL3080
3080
30803080
3080
ROUGH-IN FOR FUTURE GAS FIREPIT
CLO.
MUDROOM
MASTER BATH
CLOSET FUTURECHAIRLIFT
ARTWALL
LINENSHOWER
POOLBATH
PLANTERBELOW
EXISTING BLOCK WALL
DOWN
2880
3080
LAP
LAN
E
4080
A4021
A4027
A4011
A4013
4080
1A301
2A302
2A301
1A302
3 CARGARAGE
4' -
8"EQ
.EQ
.
2' - 9 1/2" 5' - 1"
8' - 0" 14' - 6" 9' - 8"
6' -
0"9'
- 8"
8' -
0"
3' - 0" 13' - 3" 12' - 9" 3' - 10" 4' - 6" 5' - 2" 4' - 4" 6' - 0" 4' - 6"
32' - 10" 24' - 6"
82' - 7"
9' -
3"9'
- 3"
9' -
4"13
' - 3
"3'
- 10
"
FP2' - 6"
5' - 5 1/2"
7' -
9 1/
2"5'
- 5"
6"3'
- 0"
10"
5' -
2"7'
- 3"
4' -
8"
3' - 2" 6' - 0" 4' - 8" 3' - 6" 1' - 0" 8' - 4 1/2" 6' - 11" 2' - 6"
1' - 11" 6' - 6"
4' -
9"3'
- 0
1/2"
10"
3' -
0"
7' - 1 1/2" 6' - 5 1/2" 9' - 4" 8' - 6" 6' - 4"
4' - 10"
4' -
0"2'
- 0"
A
S S
30803080
V
U
CLO.
30802880
22' -
8"
PANTRY
FOYER
SUNROOM
ELEVATOR
STUDY
GV
T F
J
L3680
308016080
3080
DININGDOWN
GRASS AREA
PLANTERBELOW
K
K
H
H
5' - 0" 20' - 6" 20' - 6 1/2" 15' - 1"
4' - 3"
4' - 10" 3' - 7"
10' - 3" 10' - 3"
5' - 11" 8' - 10"
REF.
FRZ.KITCHEN
F
T
B B B B B
5' -
5"
SUN SHELFW/ UMBRELLA
STAND
9090 16090
3080
14080
7080
7080
3680
9' -
6 1/
2"7'
- 6"
7' -
0"35
' - 0
"
16' - 0" 7' - 10"
56' - 1 1/2"
2' -
2"
5 1/2" EQ. EQ. 3' - 9 1/2" 11' - 7" 5' - 2 1/2" 10' - 4" 4' - 9"
10' -
1"
7' -
6"14
' - 1
0"
34' -
7"
32' - 2"
23' -
8"
2' -
2"
18' -
6"
26' -
5"
4' -
11"
3' -
7"
6' -
0"4'
- 0"
4' -
10"
2' -
0"
1SKA-01
TLT
3' - 9"
1' -
10"
20 MIN FR
TEMP.
TEMP.
TEMP.
TEMP.
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
23 P
M
A101
PROPOSEDFIRST FLOORPLAN
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 FIRST FLOOR PLAN
No. Description Date
DN
WD
A2011
A201
2
A202 1
A202
2
2ND FL.MASTER
BEDROOM
BEDROOM #5
DECK
DECK
STAIR
LAUNDRY
BEDROOM #3
BATH #4
BEDROOM #4
BONUS ROOM
1/4" / 1'-0"
1/4" / 1'-0"
CLO.
BATH #3
ELEVATORMACHINE
ROOM
K
F T
Q
Q
Q
Q
K
K
K
R R
P
3070
3070
26703070
2870
2870
3070
3070
3070
7070
3070
4098
K
2870
3070
CLO.
2870
4070
4070
CLO.
BATH #5
CLO.
LIN.
K
Q
K
CLOSET
2ND FL.MASTER BATH
2870
2870
ARTWALL
BENCH
WALK-INSHOWER
2070 CLO.
3070
K
CLOSET
2870
GALLERY
ELEVATOR
A4012
A4014
3070
A
1670
LINE
N
1A301
2A302
2A301
1A302
BATH
OFFICE
STAIR #2
6' - 3"
2' - 10" 3' - 3"
13' -
11"
14' -
11
1/2"
15' - 6 1/2" 5' - 4 1/2"
3' -
7"3'
- 10
"3'
- 0"
2' -
11"
2' -
11"
3' -
0"3'
- 10
"3'
- 7"
4' -
7 1/
2"3'
- 6"
4' -
4"
18' - 8" 7' - 3 1/2" 1' - 10 1/2" 14' - 2 1/2" 10' - 0" 5' - 9" 9' - 6"
6' - 2" 7' - 4 1/2" 9' - 10"
4' -
8"
2' -
8"
WET BAR
3' -
4 1/
2"
2' -
6"
1' -
0"
17' - 9"
R R U
V R R
R R
F
T
L
D
F
G
3' - 0" 13' - 3" 12' - 9" 3' - 10" 4' - 6" 7' - 9" 9' - 8 1/2" 2' - 7" 13' - 2 1/2" 9' - 0" 3' - 0" 1' - 6"
32' - 10" 24' - 6" 25' - 2 1/2"
84' - 0 1/2"
2' -
0"
2' -
2"
3' -
5"2'
- 7"
9' -
8"8'
- 0"
10 1
/2"
24' -
6 1
/2"
N
5' - 1" 10' - 7" 3' - 4" 10' - 3" 8' - 0" 1' - 6"
4' -
8"
2' - 9 1/2"
4' - 10" 3' - 7"
7' -
4"7'
- 6"
7' -
6"10
' - 1
"
4' - 3"
2' -
2"
2' - 6" 11' - 2" 2' - 6" 6' - 0" 3' - 10" 15' - 1"
33' - 8"
41' - 1"
16' -
2 1
/2"
10' -
8"
17' -
4"
18' -
9"
8' -
7 1/
2"7'
- 7"
5' - 5 1/2"
9' -
3 1/
2"9'
- 5
1/2"
7' -
2"10
' - 2
"5'
- 0"
5' -
8"
62' -
11
1/2"
17' -
2"
8' -
9"
8' - 11 1/2" 6' - 5"
V
3070
2870
2870
1670
60702870
2670
TLT
20 MIN FR
TEMP.
TEMP.
TEMP.TEMP.
TEMP.
TEMP.
TEMP.
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
24 P
M
A102
PROPOSEDSECOND FLOORPLAN
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 SECOND FLOOR PLAN
No. Description Date
2" MIN.
2" M
IN.
DOUBLE 2x6 TOP PLATE-SEE STRUCTURALPERMASNAP (OR EQUAL)
ALUMINUM PARAPET COPING CAP, TYP.
2x6 WOOD STUD FRAMING7/16" ZIP SYSTEM PLYWOOD SHEATHING
VAPOR BARRIER3/4" PT WOOD FURRING STRIPS
HARDIE ASPYRE REVEAL PANELS
REINFORCED TPO MEMBRANE CONT. UP AND OVER PARAPET
MIN
.
3"
1/2" CDX PLYWOODROOF SHEATHING
TAPERED RIGID INSULATIONTO ACHIEVE ROOF SLOPE(MIN. 3" THICKNESS)
PT 2x WOOD BLOCKING
CONT. PERIMETER HEAT-WELDED LAP
REINFORCED TPO MEMBRANE
PRE-MANUFACTURER TPO-COATED THRU-WALL SCUPPER W/ WATER BLOCK APPLIED PRIOR TO INSTALLATION
FLASHING
CONT. PERIMETER SEALANT
5/8" PLYWOOD
TAPERED RIGID INSULATIONTO ACHIEVE ROOF SLOPE(MIN. 3" THICKNESS)
PT 2x WOOD BLOCKING
REINFORCED TPO MEMBRANE
PRE-ENGINEERED WOOD TRUSSES
PRE-ENGINEERED WOOD TRUSSES
MIN. R-30 OPEN-CELL SPRAY FOAM ROOF INSULATION, TYP.
PROVIDE WALKPAD AT LOWER ROOF BELOW SCUPPERS, TYP.
DOUBLE 2x6 TOP PLATE-SEE STRUCTURAL
REINFORCED TPO MEMBRANE CONT. UP AND OVER PARAPET
PERMASNAP (OR EQUAL) ALUMINUM PARAPET COPING CAP, TYP.
2x6 WOOD STUD FRAMING
7/16" ZIP SYSTEM PLYWOOD SHEATHINGVAPOR BARRIER
3/4" WOOD FURRING STRIPS
HARDIE ASPYRE REVEAL PANELS
HEAT-WELDED LAP
PT 2x WOOD BLOCKING
TAPERED RIGID INSULATIONTO ACHIEVE ROOF SLOPE(MIN. 3" THICKNESS)
REINFORCED TPO MEMBRANE CONT. UP AND OVER PARAPET
PRE-ENGINEERED WOOD TRUSSES - SEE STRUCT.
SLOPE 1/4" / 1' - 0"
A2011
A201
2
A202 1
A202
2
1/4"
/ 1'
-0"
1/4"
/ 1'
-0"
1/4"
/ 1'
-0"
1/4"
/ 1'
-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4"
/ 1'
-0"
1/4"
/ 1'
-0"
1/4" / 1'-0"
13' -
10"
7' - 10"
PROVIDE WALK-PADSBELOW ALL SCUPPERS, TYP.
CRICKETS AS REQ'D FOR POSITIVE DRAINAGE
TPO-COATED THROUGH-WALL SCUPPERS
TPO-COATED THROUGH-WALL SCUPPERS
TPO-COATED THROUGH-WALL SCUPPERS
PROVIDE WALK-PADSBELOW ALL SCUPPERS, TYP.
PROVIDE WALK-PADSBELOW ALL SCUPPERS, TYP.
CRICKETS AS REQ'D FOR POSITIVE DRAINAGEPROVIDE WALK-PADSBELOW ALL SCUPPERS, TYP.
CRICKETS AS REQ'D FOR POSITIVE DRAINAGE
CRICKETS AS REQ'D FOR POSITIVE DRAINAGE
A1034
TPO-COATED THROUGH-WALL SCUPPERS
OVERFLOW SCUPPERS @ 2" ABOVE PRIMARY SCUPPERS, TYP. ATALL SCUPPER LOCATIONS
TPO-COATED THROUGH-WALL SCUPPERS
1 1/2" 5' - 9 1/2"
18' -
0 1
/2"
TYP .
+/- 1
1"
5
A103
5' - 9 1/2"1 1/2"
PT 2x10 BEAMS WRAPPED WITH PVC TRIM BOARDS PAINTED BLACK2x8 REDWOOD / HARDWOODRAFTERS COLOR TO MATCH PRODEMA PRODEX SIDING
PT 6x6 POST WRAPPED WITH PVC TRIM BOARDS PAINTED BLACK
2x WOOD HEADER -SEE STRUCTURAL
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
As indicated
10/2
9/20
21 1
:00:
25 P
M
A103
ROOF PLAN
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1. ALL ROOFING TO BE FULLY-ADHERED, SINGLE-PLY 60 MIL TPO SHEET MEMBRANE.
2. PROVIDE ACCESSORIES & DETAIL FLASHING, ROOF PENETRATIONS, CORNER DETAILS, ETC. PER RECOMMENDATIONS BY ROOF MEMBRANEMANUFACTURER AND AS REQ'D TO MAINTAIN WARRANTY.
3. REFER TO BUILDING ELEVATIONS & SECTIONS FOR PARAPET HEIGHTS & FINISHES.
4. CONTRACTOR TO COORDINATE TAPERED INSULATION CRICKETS IN FIELD TO MAINTAIN POSITIVE DRAINAGE TOWARD SCUPPERS AT ALL LOCATIONS ON ROOF.
5. PROVIDE TPO-COATED THRU-WALL SCUPPERS AT LOCATIONS SHOWN ON ROOF PLAN. PROVIDE OVERFLOW SCUPPERS @ 2" ABOVE PRIMARY SCUPPERS, TYP.
6. GUTTERS TO BE SEAMLESS 5" x 5" BOX STYLE GUTTERS FABRICATED FROM MIN. .063 INCH THICK FORMED ALUMINUM, MILL FINISH. DOWNSPOUTS, GUTTER STRAPS, BRACKETS, AND ANY OTHER ACCESSORIES TO BE FABRICATED FROM SAME METAL AS GUTTERS.
7. COORDINATE WALKPAD SIZING AND LOCATION WITH SCUPPERS AND DOWNSPOUTS WHICH SPILL ONTO ROOFS BELOW. WALKPADS SHALL BE 3/16" THICK AND AS RECOMMENDED BY ROOFING SYSTEM MANUFACTURER.
ROOF NOTES
1 1/2" = 1'-0"3TYPICAL DETAIL @ THROUGH WALLSCUPPER
1 1/2" = 1'-0"2 TYPICAL DETAIL @ PARAPET WALL
3/16" = 1'-0"1 ROOF PLAN1/2" = 1'-0"4 ENLARGED PLAN @ BRISE SEOLEIL
3/4" = 1'-0"5 SECTION DETAIL @ BRISE SOLEIL
No. Description Date
10' - 0"
10' - 0"
9' - 10"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"10' - 0"
10' - 0"
10' - 0"
10' - 0" 10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
9' - 2"
10' - 0"
LIVING ROOM
MASTERBEDROOM
CLO.
LINENCLOSET
MASTER BATH
MUDROOM
POWDERROOM
STAIR
WALL-MOUNTED LIGHTSEACH SIDE OF BED W/INDEPENDENT SWITCHING
WALL-MOUNTED LIGHTSEACH SIDE OF WINDOW
KITCHEN STUDY
PANTRY
SUNROOM
TLT
DINING
ELEVATOR
2' -
6"
2' - 0"
2' -
0"
2' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0"9' - 0"
9' - 0"
15'-0"
9' - 0"
8' - 0"
WALL-WASHERFIXTURES - COORD.FINAL LOCATION &SIZE W/ OWNER
WALL-WASHERFIXTURES - COORD.FINAL LOCATION &SIZE W/ OWNER
2ND FL.MASTER
BEDROOM
CLOSET
2ND FL.MASTER BATHCLOSET
BEDROOM #3
BEDROOM #4
BEDROOM #5
CLO.
CLO.
BATH #5
ELEVATORMACHINE
ROOMLAUNDRY
CLO.
STAIR
BONUS ROOM
CLO.
GALLERY
WALL-MOUNTED LIGHTSEACH SIDE OF BED W/INDEPENDENT SWITCHING
WALL-MOUNTED LIGHTSEACH SIDE OF VANITY
SCULPTURAL LIGHTW/ MOTORIZED LIFT
9' - 0"
9' - 0"
9' - 0"
ELEVATOR
TLT
9' - 0"
OFFICE
STAIR #2
BATH
CLO.
9' - 0"
9' - 0"
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
3/16" = 1'-0"
10/2
9/20
21 1
:00:
28 P
M
A104
REFLECTEDCEILING PLANS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
3/16" = 1'-0"1 FIRST FLOOR FINISH FLOOR
3/16" = 1'-0"2 SECOND FLOOR FINISH FLOOR
No. Description Date
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
GRADE-3"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
P
P
P
E A
F
T
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
CAST-IN-PLACE CONCRETELANDING & STAIRS
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
THROUGH-WALL SCUPPERS AND DOWNSPOUTS
THROUGH-WALL SCUPPERS AND DOWNSPOUTS
STANDING SEAM METALROOF AWNING A
1A301
2A302
A
N FD
J
FG
V T
G F
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
GRADE-3"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
HARDIE ASPYRE SHIPLAPSIDING W/ MITERED CORNERS COLOR - TBD BY OWNER/ARCHITECT
FASCIA-MOUNTEDCABLE RAIL W/ WOODTOP RAIL
CUSTOM BRISE SOLEIL- SEE SHEET A103
2A301
1A302
R R
R R
V
V
U
UR
S
R
S
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
35 P
M
A201
ELEVATIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 FRONT (EAST) ELEVATION
1/4" = 1'-0"2 SIDE (NORTH) ELEVATION
No. Description Date
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
Q Q Q Q
KK
C C C
M M M
B B B B
K K
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR -TBD BY OWNER/ARCHITECT
CUSTOM BRISE SOLEIL -SEE SHEET A103 FOR DETAILS
1A301
2A302
K
H H
K K
B B
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
R R
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
PRODEMA PRODEX SIDINGCUSTOM-SHAPE PANEL. COLOR -TBD BY OWNER/ARCHITECT
HARDIE ASPYRE REVEAL PANELS W/ RECESSED TRIM & CONCEALED FASTENERS. COLOR - TBD BY OWNER/ARCHITECT
2A301
1A302
B B B
B B
V
F
T
L
L
F
T
N
L
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
41 P
M
A202
ELEVATIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 REAR (WEST) ELEVATION
1/4" = 1'-0"2 SIDE (SOUTH) ELEVATION
No. Description Date
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
2A301
1A302
OFFICEBONUS ROOM
2ND FL.MASTER BATH
2ND FL.MASTER
BEDROOM
MASTERBEDROOMMASTER BATH
A3031
3 CARGARAGE
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"1
A3012
A302
2ND FL.MASTER
BEDROOM
MASTERBEDROOM
BEDROOM #3 BEDROOM #4 BEDROOM #5
LIVING ROOM
1/4" / 1'-0" 1/4" / 1'-0"
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
43 P
M
A301
BUILDINGSECTIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 E-W SECTION THROUGH GARAGE
1/4" = 1'-0"2 N-S SECTION THROUGH MAIN LIVING
No. Description Date
GARAGE FLOOR0"
FIRST FLOORFINISH FLOOR
4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
1A301
2A302
LAUNDRYGALLERY
STAIR MUDROOM MASTER BATH
2ND FL.MASTER BATH
1/4" / 1'-0" 1/4" / 1'-0"
1SKA-01
STUDY
FIRST FLOORFINISH FLOOR4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
GRADE-3"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
2A301
1A302
A3032
1/4" / 1'-0"
BEDROOM #5 CLO. BATH #5LAUNDRY
SUNROOM KITCHEN PANTRYSTUDY
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/4" = 1'-0"
10/2
9/20
21 1
:00:
45 P
M
A302
BUILDINGSECTIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/4" = 1'-0"1 S-N SECTION THROUGH ENTRY
1/4" = 1'-0"2 W-E SECTION THROUGH KITCHEN
No. Description Date
GAR
AGE
FLO
OR
0"SEC
ON
D F
LOO
RFI
NIS
H F
LOO
R15
' -0"
MAI
N R
OO
FBE
ARIN
G24
' -0"
MIN.
2' - 0"
OFF
ICE
2' - 0"6' - 0"1' - 0"
7' - 0"2' - 0"
2' - 0"
4' - 0"
DO
UBL
E 2x
6 TO
P PL
ATE
-SEE
STR
UC
TUR
AL
PER
MAS
NAP
(OR
EQ
UAL
) AL
UM
INU
M P
ARAP
ET C
OPI
NG
C
AP, T
YP.
DO
UBL
E 2x
6 TO
P PL
ATE
-SEE
STR
UC
T.
HAR
DIE
ASP
YRE
REV
EAL
PAN
ELS
W/ R
ECES
SED
TR
IM
& C
ON
CEA
LED
FAS
TEN
ERS.
C
OLO
R -
TBD
7/16
" EXT
ERIO
R Z
IP
SYST
EM S
HEA
THIN
G
3/4"
PT
WO
OD
FU
RR
ING
STR
IPS
7/16
" EXT
ERIO
R Z
IP
SYST
EM S
HEA
THIN
G
PRO
DEM
A PR
OD
EX S
IDIN
G -
CU
STO
M-S
HAP
E PA
NEL
. C
OLO
R -
TBD
BY
OW
NER
/AR
CH
ITEC
T
3/4"
PT
WO
OD
FU
RR
ING
STR
IPS
STAI
NLE
SS S
TEEL
AN
CH
OR
C
LIPS
BY
SID
ING
MAN
UF.
REI
NFO
RC
ED T
PO M
EMBR
ANE
CO
NT.
UP
AND
OVE
R P
ARAP
ETPE
RM
ASN
AP (O
R E
QU
AL)
ALU
MIN
UM
PAR
APET
CO
PIN
G
CAP
, TYP
.
2X W
OO
D H
EAD
ER -
SEE
STR
UC
T.
HEA
D F
LASH
ING
, TYP
.
MAR
VIN
SIG
NAT
UR
E M
OD
ERN
W
IND
OW
S, C
OLO
R: B
LAC
K -
SEE
SHEE
T A6
01 F
OR
DET
AILS
TAPE
RED
RIG
ID IN
SULA
TIO
N-
MIN
. 3" T
HIC
K AT
LO
W P
OIN
T
1/2"
CD
X PL
YWO
OD
R
OO
F SH
EATH
ING
REI
NFO
RC
ED T
PO M
EMBR
ANE
CO
NT.
UP
AND
OVE
R P
ARAP
ET
MIN
. R-3
0 O
PEN
-CEL
L SP
RAY
FO
AM R
OO
F IN
SULA
TIO
N, T
YP.
PRE-
ENG
INEE
RED
W
OO
D T
RU
SSES
-S
EE S
TRU
CT.
PAIN
TED
GW
B C
EILI
NG
1' -
8 "
SILL
FLA
SHIN
G, T
YP.
2x6
WO
OD
STU
DS
@16
" O.C
., TY
P.
MIN
. R-2
1 IN
SULA
TIO
NAT
CAV
ITY
WAL
LS, T
YP
PRE-
ENG
INEE
RED
WO
OD
FL
OO
R T
RU
SSES
-SE
E ST
RU
CT.
MIN
. R-3
0 IN
SULA
TIO
NAT
FLO
OR
S, T
YP.
PRO
VID
E SO
UN
D B
ATT
INSU
LATI
ON
BET
WEE
N F
LOO
RS
VEN
TED
PR
OD
EMA
SOFF
ITO
VER
PT
WO
OD
FR
AMIN
G
BEAM
HEA
DER
-SE
E ST
RU
CT.
1x B
ASEB
OAR
D T
RIM
FIN
ISH
FLO
OR
ING
TO
BE S
ELEC
TED
BY
OW
NER
/AR
CH
ITEC
T
HAR
DIE
ASP
YRE
REV
EAL
PAN
ELS
W/ R
ECES
SED
TR
IM
& C
ON
CEA
LED
FAS
TEN
ERS.
C
OLO
R -
TBD
7/16
" EXT
ERIO
R Z
IP
SYST
EM S
HEA
THIN
G
3/4"
PT
WO
OD
FU
RR
ING
STR
IPS
SILL
FLA
SHIN
G, T
YP.
2x6
WO
OD
STU
DS
@16
" O.C
., TY
P.
MIN
. R-2
1 IN
SULA
TIO
NAT
CAV
ITY
WAL
LS, T
YP
HEA
D F
LASH
ING
, TYP
.
MAR
VIN
SIG
NAT
UR
E M
OD
ERN
W
IND
OW
S, C
OLO
R: B
LAC
K -
SEE
SHEE
T A6
01 F
OR
DET
AILS
5/8"
TYP
E X
GW
B AT
GAR
AGE
CEI
LIN
G, T
YP.
2x6
PT W
OO
D S
ILL
PLAT
E
VEN
T ST
RIP
& F
LASH
ING
PRO
TEC
TIO
N B
OAR
D O
VER
MIN
. R-1
0 IN
SULA
TIO
N
POR
OU
S FI
LL
6 M
IL P
OLY
VAP
OR
BAR
RIE
R
4" R
EIN
FOR
CED
CO
NC
. SLA
B
CO
MPA
CTE
D F
ILL
POR
OU
S FI
LL
REI
NFO
RC
ED C
ON
C.
FOU
ND
ATIO
N W
ALL
&FO
OTI
NG
-SE
E ST
RU
CT.
FIR
ST F
LOO
RFI
NIS
H F
LOO
R4'
-0"
SEC
ON
D F
LOO
RFI
NIS
H F
LOO
R15
' -0"
MAI
N R
OO
FBE
ARIN
G24
' -0"
1/4"
/ 1'
-0"
DO
UBL
E 2x
6 TO
P PL
ATE
-SEE
STR
UC
TUR
AL
REI
NFO
RC
ED T
PO M
EMBR
ANE
CO
NT.
UP
AND
OVE
R P
ARAP
ET
TAPE
RED
RIG
ID IN
SULA
TIO
N-
MIN
. 3" T
HIC
K AT
LO
W P
OIN
T1/
2" C
DX
PLYW
OO
D
RO
OF
SHEA
THIN
GM
IN. R
-30
OPE
N-C
ELL
SPR
AY F
OAM
RO
OF
INSU
LATI
ON
, TYP
.
PER
MAS
NAP
(OR
EQ
UAL
) AL
UM
INU
M P
ARAP
ET C
OPI
NG
C
AP, T
YP.
7/16
" EXT
ERIO
R Z
IP
SYST
EM S
HEA
THIN
G
POR
OU
S FI
LL
6 M
IL P
OLY
VAP
OR
BAR
RIE
R
4" R
EIN
FOR
CED
CO
NC
. SLA
B
CO
MPA
CTE
D F
ILL
BED
RO
OM
#5
2' - 0" 8' - 0"
2' - 0" 7' - 0"
2' - 0"
2' - 6"
EVER
GR
AIN
DEC
KIN
G
ON
TAP
ERED
SLE
EPER
S O
VER
TP
O M
EMBR
ANE
ON
FLO
OR
TR
USS
-TO
P C
HO
RD
SLO
PED
M
IN. 1
/4" P
ER F
OO
T
PRE-
ENG
INEE
RED
W
OO
D T
RU
SSES
-S
EE S
TRU
CT.
DO
UBL
E 2x
6 TO
P PL
ATE
-SEE
STR
UC
TUR
AL
PER
MAS
NAP
(OR
EQ
UAL
) AL
UM
INU
M P
ARAP
ET C
OPI
NG
C
AP, T
YP.
PRO
DEM
A PR
OD
EX S
IDIN
G -
CU
STO
M-S
HAP
E PA
NEL
. C
OLO
R -
TBD
BY
OW
NER
/AR
CH
ITEC
T
3/4"
PT
WO
OD
FU
RR
ING
STR
IPS
STAI
NLE
SS S
TEEL
AN
CH
OR
C
LIPS
BY
SID
ING
MAN
UF.
HEA
D F
LASH
ING
, TYP
.
2X W
OO
D H
EAD
ER -
SEE
STR
UC
T.
2x6
WO
OD
STU
DS
@16
" O.C
., TY
P.
DO
UBL
E 2x
6 TO
P PL
ATE
-SEE
STR
UC
TUR
AL
MIN
. R-2
1 IN
SULA
TIO
NAT
CAV
ITY
WAL
LS, T
YP
PAIN
TED
GW
B C
EILI
NG
1x B
ASEB
OAR
D T
RIM
FIN
ISH
FLO
OR
TBD
3/4"
AD
VAN
TEC
H T
&GFL
OO
R S
HEA
THIN
GG
LUED
& N
AILE
D
MIN
. R-4
9 IN
SULA
TIO
N
AT R
OO
F, T
YP.
PRE-
ENG
INEE
RED
WO
OD
FL
OO
R T
RU
SSES
-SE
E ST
RU
CT.
FO
R S
IZES
&
LOC
ATIO
NS
PRO
VID
E SO
UN
D B
ATT
INSU
LATI
ON
BET
WEE
NFL
OO
RS
MAR
VIN
SIG
NAT
UR
E M
OD
ERN
D
OO
R, C
OLO
R: B
LAC
K -S
EE
SHEE
T A6
01 F
OR
DET
AILS
SILL
FLA
SHIN
G, T
YP.
MAR
VIN
SIG
NAT
UR
E M
OD
ERN
D
OO
R, C
OLO
R: B
LAC
K -S
EE
SHEE
T A6
01 F
OR
DET
AILS
STEE
L H
EAD
ER -
SEE
STR
UC
T.
PAIN
TED
GW
B
RO
UG
H H
EWN
WO
OD
FAU
X PO
STS
& BE
AMS
W/ T
&G W
OO
D
CEI
LIN
G B
ETW
EEN
-SE
E C
EILI
NG
PLA
N F
OR
DET
AILS
1x D
OO
R T
RIM
PAIN
TED
GW
B C
EILI
NG
FIN
ISH
FLO
OR
TBD
POR
OU
S FI
LL
REI
NFO
RC
ED C
ON
C.
FOU
ND
ATIO
N W
ALL
&FO
OTI
NG
-SE
E ST
RU
CT.
1x D
OO
R T
RIM
2x6
WO
OD
STU
DS
@16
" O.C
., TY
P.
MIN
. R-2
1 IN
SULA
TIO
NAT
CAV
ITY
WAL
LS, T
YP
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
3/4" = 1'-0"
10/2
9/20
21 1
:00:
49 P
M
A303
WALL SECTIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
3/4"
= 1
'-0"
1W
ALL
SEC
TIO
N @
GAR
AGE
EAST
WAL
L3/
4" =
1'-0
"2
WAL
L SE
CTI
ON
@ S
UN
RO
OM
WES
TW
ALL
No. Description Date
6A401
5A401
UP 9 RISERS
4' -
0"1'
- 0"
4' -
0"
7' - 5"
6A401
5A401
7' - 3" 3' - 10"
TYP.
11"
DN 9 RISERS
DN 9 RISERS
4' -
0"1'
- 0"
4' -
0"
UP 11R @ +/- 7 3/4"
LANDING
UP 11R @ +/- 7 3/4"
3 CARGARAGE 9' - 2" 3' - 0" 9' - 2" 3' - 10 1/2"
3' -
0 1/
2"
FIRST FLOORFINISH FLOOR4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
6A401
3' -
0"5'
- 6"
5' -
6"FIRST FLOOR
FINISH FLOOR4' - 0"
SECOND FLOORFINISH FLOOR
15' - 0"
MAIN ROOFBEARING
24' - 0"
STAIR TOWERPARAPET
32' - 0"
5A401
15' -
0"
2' -
6"3'
- 0"
5' -
6"
TYP.
<4"
TYP.
11"
TYP.
+/- 7
"
3' -
0"
DN 22R @ +/- 7 3/4"
STEP DOWN
OFFICE
STAIR #2
3' -
1"
10' - 5 1/2"
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/2" = 1'-0"
10/2
9/20
21 1
:00:
50 P
M
A401
ENLARGEDSTAIR PLANS &DETAILS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
1/2" = 1'-0"1ENLARGED PLAN @ MAIN STAIR 1STFLOOR
1/2" = 1'-0"2ENLARGED PLAN @ MAIN STAIR 2NDFLOOR
1/2" = 1'-0"3ENLARGED PLAN @ OFFICE STAIR 1STFLOOR
1/2" = 1'-0"5 CROSS SECTION THROUGH MAIN STAIR1/2" = 1'-0"6LONGITUDINAL SECTION THROUGHMAIN STAIR
1/2" = 1'-0"4ENLARGED PLAN @ OFFICE STAIR 2NDFLOOR
No. Description Date
DW
MICRO
DW
A402
4
3
2
A402
5
REF./FRZ.
WINE
A402
5
A402 9 A4021016' -
1"
20' - 0" 4' - 3 1/2" 9' - 3" 4' - 0"
4' -
3"6'
- 0"
14' -
0"
2' -
1"
TILT-OUTTRASH
CANWARMINGCABINET
48" GRILL
UNDER-COUNTER
REF.
BEVERAGEDRAWERS
ICE MAKER
2-BURNERCOOKTOP
50" WALL-MOUNTED TV
2' - 6" 4' - 0" 1' - 6" 1' - 6" 4' - 0" 1' - 3"
2' - 6" 3' - 6" 2' - 0"
FILLER
4' - 0"
FILLER
2' - 0" 3' - 6" 1' - 3"
3' -
0"1'
- 6"
3' -
6"2'
- 0"
2' - 0"2' - 0"2' - 0"1' - 9"4' - 0"1' - 9"1' - 6"1' - 6"3' - 0"
3' -
0"
1' - 0"2' - 0"2' - 10"1' - 3"2' - 0"
3' -
0"
9' - 3"
24" WINE REFRIGERATOR
48" REFRIGERATOR/
FREEZER
2' - 0" 4' - 0" 3' - 6" 4' - 7" 1' - 0" 1' - 0"
5' -
0"3'
- 0"
TALL PANTRY CABINET
A40268' -
6"
1' - 6"2 1/2"
8' -
6"
CUSTOM WOOD/GLASS BUILT-IN SHELVING
1' - 5"3' - 0"3' - 0"1' - 5"
3' -
0"
OPEN BOOK-SHELF UNIT
1' - 3" 1' - 6" 1' - 3"
3' -
0"
OPEN BOOK-SHELF UNIT
1' - 6" 1' - 9" 1' - 6" 1' - 3"
3' -
0"
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
3/8" = 1'-0"
10/2
9/20
21 1
:00:
53 P
M
A402
INTERIORELEVATIONS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
3/8" = 1'-0"1ENLARGED PLAN @ KITCHEN &SUNROOM
3/8" = 1'-0"2INTERIOR ELEVATION @ KITCHENRANGE WALL & SUNROOM
3/8" = 1'-0"4INTERIOR ELEVATION @ ISLAND(KITCHEN SIDE)
3/8" = 1'-0"3INTERIOR ELEVATION @REFRIGERATOR WALL
3/8" = 1'-0"7 ENLARGED PLAN @ SCULPTURE WALL3/8" = 1'-0"6INTERIOR ELEVATION @ SCULPTUREWALL
8 3D VIEW @ SCULPTURE WALL
3/8" = 1'-0"5INTERIOR ELEVATION @ ISLAND(DINING ROOM SIDE)
3/8" = 1'-0"9INTERIOR ELEVATION @ ISLAND(SUNROOM SIDE)
3/8" = 1'-0"10INTERIOR ELEVATION @ ISLAND(PANTRY SIDE)
No. Description Date
A DIRECT GLAZE FIXEDWINDOW @ GARAGE& OFFICE
@ G
ARAG
E
7' -
0"2'
- 0"
3' - 0"
8' -
0" @
KIT
CH
EN &
LIV
ING
RO
OM
2' -
0"
4' - 0"
8' -
0"2'
- 0"
5' - 0"
5' -
0"2'
- 0"
6' - 0"
7' -
0"2'
- 0"
7' - 6"
@ L
AUN
DR
Y R
OO
M
3' -
0"4'
- 0"
3' - 0"
@ L
AUN
DR
Y R
OO
M
3' -
0"4'
- 0"
5' - 0"
B DIRECT GLAZE FIXEDWINDOW @ KITCHEN, LIVING ROOM, & SUNROOM,STAIR TOWER
C DIRECT GLAZE FIXEDWINDOW @ 1ST FLOOR MASTER D DIRECT GLAZE FIXED
WINDOW @ 2ND FLOOR GALLERY E DIRECT GLAZE FIXEDWINDOW @ GARAGE G DIRECT GLAZE FIXED
WINDOW @ GARAGEF DIRECT GLAZE FIXEDWINDOW @ STUDY, LAUNDRY ROOM, & OFFICE
12' -
0"
@ S
TAIR
TO
WE
R W
ES
T W
ALL
@ O
FFIC
E
4'-0
"
@ S
TUD
Y
5'-0
"
@ S
TUD
Y
5''-
0"
8' -
0"
3' - 0"
8' -
0"
3' - 6"
VAR
IES
8' -
0"4' - 0"
2' -
0"2'
- 0"
4' -
0"
8' - 0"
90°
8' - 0"
VAR
IES
8' -
0"
8' - 0"
J DIRECT GLAZE FIXEDWINDOW @ ENTRY K DIRECT GLAZE FIXED
WINDOW @ DINING LDIRECT GLAZE FIXEDWINDOW @ STAIR TOWER(SEE ELEVATIONS FOR SILL HEIGHTS)
N DIRECT GLAZE FIXEDCORNER WINDOW @ OFFICE P DIRECT GLAZE FIXED
WINDOW @ STAIR TOWER(SEE ELEVATIONS FOR SILL HEIGHTS)
BON
US
RO
OM
2' -
0" @
BED
5 &
5' -
0"
3' - 0"
2' -
0"6'
- 0"
3' - 0"
@ O
FFIC
E
2' -
0"2'
- 0"
3' - 0"
@ 2
ND
FLO
OR
3' -
6"3'
- 6"
3' - 6"
6' -
6"2'
- 0"
5' - 0"
R CASEMENT WINDOW @ 2ND FLOOR MASTER,BED 5, OFFICE, & BONUS ROOM
S CASEMENT WINDOW @ 1ST FLOOR MASTER T AWNING WINDOW
@ STUDY & OFFICE U AWNING WINDOW @ MASTER BATHS (FROSTED GLASS)
V AWNING WINDOW @ MASTER BATHS& BATH 5 (FROSTED GLASS)
@ S
TUD
Y
3''-
0"
@ 1
ST F
LOO
R
4' -
6"
VAR
IES
- SEE
PLA
N
VARIES - SEE PLAN
7' -
0"
4' - 0"
VAR
IES
- SEE
PLA
N
VARIES - SEE PLAN
3' -
0"4'
- 0"
3' - 0"
Q CASEMENT WINDOW @ BED 4 & LAUNDRY
8' -
0"
3' - 6"
VAR
IES
SEE
PLAN
S
3' - 0" VARIES - SEE PLANS
VAR
IES
- SEE
PLA
NS
90°90°
1. ALL WINDOW DESIGNATIONS REFER TO MARVIN SIGNATURE MODERN AS BASIS-OF-DESIGN.2. ALL DIMENSIONS ARE IN REFERENCE TO MINIMUM ROUGH OPENING.3. ALL WINDOWS THAT ARE SHOWN GANGED TOGETHER ON ELEVATION DRAWINGS ARE TO BE FACTORY MULLED. CONTRACTOR TO COORDINATE PRIOR TO ORDERING WINDOWS. NOTE: SOME MULLED CONDITIONS MAY REQUIRE STEEL MULL STRIPS PER WIND CODE. CONTRACTOR TO COORDINATE AS REQUIRED.5. TEMPERED GLAZING TO BE PROVIDED WHERE REQUIRED BY CODE. CONTRACTOR TO COORDINATE - SEE PLANS FOR LOCATIONS.
WINDOW NOTES:
LA CANTINA FOLDING DOOR @ SUNROOMSLIDING PATIO DOORPATIO DOORFRONT ENTRY DOOR
POCKET DOORPAIR DOORS @ BEDROOM CLOSETS
(NOTE: INTERIOR DOOR PANEL/STYLES TBD BY OWNER/ARCHITECT)
H DIRECT GLAZE FIXEDWINDOW @ DINING ROOM
8' -
0"2'
- 0"
3' - 6"
@ O
FFIC
E
2' -
0"
6' -
0" @
SU
NR
OO
M
M NOT USED
@ O
FFIC
E
3' -
0"
90° 90° 90°
LA CANTINA FOLDING DOOR @ SUNROOM
90°
14' - 0"
8' -
0"
90°
16' - 0"
8' -
0"
NOTE: 20 MIN FIRE-RATED DOORSBETWEEN GARAGE & HOUSE
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
1/2" = 1'-0"
10/2
9/20
21 1
:00:
53 P
M
A601
WINDOW ANDDOOR TYPES
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
10/2
9/20
21 1
:01:
02 P
M
A901
3D VIEWS
GREENSPANRESIDENCE
DNHDNH
10.29.20212019-10
1548 TEAL DRIVEOCEAN CITY, MD1 3D VIEW - FRONT
2 3D VIEW - REAR
No. Description Date
FOUNDATION/ FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0"
NOTES:1. PROVIDE SOLID BLOCKING DOWN TO FOUNDATION/ GIRDER BELOW @ ALL POSTS/ JAMBS ABOVE.2. 'P1' INDICATES 16"x16" CONC. PIER w/ (4) #5 VERT., #3 @12" o/c TIES.3. 'P2' INDICATES 8"x16" CONC. PIER w/ (2) #5 VERT.4. 'P3' INDICATES 16"x16" CONC. PIER w/ (4) #5 VERT.5. 'HD7' INDICATES SIMPSON ABU66 POST BASE w/ 5/8"Ø ANCHOR BOLT.6. 'HD8' INDICATES SIMPSON HDU4 SDS2.5 HOLD-DOWN TO FOUNDATION w/ 5/8"Ø ANCHOR BOLT.7. 'C1' INDICATES HSS 5x5x3/8 w/ 12"x12"x3/4" BASE PLATE w/ (4) 3/4"Ø ANCHOR BOLTS.8. 'C2' INDICATES HSS 5x3x3/8 w/ 8"x12"x3/4" BASE PLATE w/ (2) 3/4"Ø ANCHOR BOLTS.9. 'C3' INDICATES HSS 5x3x3/8 w/ 12"x12"x3/4" BASE PLATE w/ (4) 3/4"Ø ANCHOR BOLTS.10. 'F20.12' INDICATES 2'-0"x12"t. CONC. FOOTING w/ (3) #4 LWB & #4 @ 24" o/c.11. 'F20' INDICATES 2'-0"x2'-0"x12"t. CONC. FOOTING w/ (3) #4 EWB.12. 'F26' INDICATES 2'-6"x2'-6"x12"t. CONC. FOOTING w/ (4) #4 EWB.13. 'F30' INDICATES 3'-0"x3'-0"x12" CONC. FOOTING w/ (4) #4 EWB.14. 'F40' INDICATES 4'-0"x4'-0"x12" CONC. FOOTING w/ (5) #4 EWB.15. 'F50' INDICATES 5'-0"x5'-0"x12" CONC. FOOTING w/ (6) #5 EWB.16. 'TS' INDICATES 16" WIDE x 12" t. THICKENED SLAB w/ (2) #5 LWB.17. 'S1' INDICATES 4" CONCRETE SLAB ON GRADE w/ 6x6-W1.4xW1.4 WWF.
UP
DN
UP
19'-6
"3'
-0"
31'-2 1/2"
F20.12
F20.12
F20.12
F20.12
F20.12
F20.12
F20.12
F20.12
F20.12
F20.12F20.12
F20
.12
F20
.12
F20
.12
F20
.12F20
.12
F20
.12
F20
.12
F20
.12
F20
.12
F20
.12
F20
.12
HD8 HD8
HD8HD8
HD8HD8
HD8
(3) #5VERT.
8" CONC. w/ #5 @ 48" o/cVERT. & #4 @ 12" o/c HORIZ.(TYP.)
HD8
HD8HD8
HD8
C1 P1
C1 P1
HD8
HD8
HD8
CONC.STAIRS
HD8
HD8
HD8
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
(3) 2x
12 P
T
P2F20
P2F20
C1 P1F30
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
C1 P1F30
C1 P1F30
C1 P1F40
C1 P1F30
C2
TS
C1 P1F30
C1 P1F30
S1
S1
C1 P1F40
S1
S1
(3) 2x
12 P
T
C1 P1F30
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
P2F20
STAIR
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
(3) 2x
12 P
T(3) 2x
12 P
T(3) 2x
12 P
T
(3) 2x
12 P
T
(3) 2x
12 P
T
(GALV.)
P2F20
P2F20
P2F20
P2F20
P2F20
(2) 2x10 PT
(3) 2x
12 P
T(3) 2x
12 P
T
(2) 2x10 PT
(3) 2x12 PT
POOL BYOTHERS
MATCH BOTTOM OFPOOL FOUNDATION @FOUNDATIONS ADJACENTTO POOL (TYP.)
LANDSCAPINGBY OTHERS
(3) 2x
12 P
T
(2) 2x10 PT
(2) 2x10 PT(2) 2x10 PT
S1
HD7
HD7
F20.12
F20.12
F20.12
F20
.12
F20
.12
P2F20
2x10 PT
@ 16" o/c
2x10 PT
@ 16" o/c
RCCJNR
02.27.202019-10
S101THIS DOCUMENT IS THE SOLEPROPERTY OF PILOTTOWN
ENGINEERING AND MAY NOT BEREPRODUCED IN ANY FORM FOR THE
PURPOSE OF SHOP DRAWINGPREPARATION WITHOUT THE PRIOR
WRITTEN PERMISSION OFPILOTTOWN ENGINEERING
E N G I N E E R I N GPILOTTOWN
JOB NUMBER:
UNIT 3 | LEWES, DE 1995817585 NASSAU COMMONS BLVD.
PHONE: 302-703-1770
CONTACT:154.001J. BAKER
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
7/23
/202
1 10
:39:
04 P
M
GREENSPANRESIDENCE
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
FOUNDATION/FIRST FLOORFRAMING PLAN
1/4" = 1'-0"
19'-6
"3'
-0"
31'-2 1/2"
(3) 2x8 (3) 2x8 (3) 2x8
(3) 2x8 (3) 2x8
(3) 2x
8
(3) 1-3/4"x11-7/8" LVL (3) 1-3/4"x18" LVL
(3) 1-3
/4"x9-
1/4" L
VL
(3) 2x
10
(3) 2x
10
(3) 2x8
(2) 2x8(2) 2x8
(3) 1-3/4"x11-7/8"LVL (FLUSH)
(3) 1-3/4"x11-7/8"LVL (FLUSH)
W10x19 (F)
W10x3
9 (F
)
HSS 5x5x3/8COLUMN(GALV.)
(3) 1-3
/4"x11-7/
8" LVL (FLUSH)
(3) 2x8
HSS 5x5x3/8COLUMN
3K 3K
GIRDER TRUSS GIRDER TRUSS
400 PLFABOVE
GIRDER TRUSS
HANGER WELDEDTO COL.
GIRDER T
RUSS
GIRDER T
RUSS
W10x39 (CANT.)(F)
3K 3K
HD3
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
W10x19
(FLUSH)
W10x3
9 (F
LUSH)
HSS 5x5x3/8COLUMN
HSS 5x5x3/8COLUMN
GIRDER T
RUSS
GIRDER
TRUSS
HSS 5x3x3/8COLUMN
ELEV.
12" FLOOR TRUSS
@ 16" o/c
12" FLOOR TRUSS
@ 16" o/c
0.8 KIP ABOVE(4 LOCATIONS)
550 PLFABOVE
675 PLFABOVE(TYP.)
1 KIP ABOVE@ STAIRS (6LOCATIONS)
GIRDERTRUSS
0.9 KIPABOVE
12" FLOOR T
RUSS
@ 16
" o/
c
HD3
W8x18HSS 5x5x3/8COLUMN
W8x18
(3) 2x
8
1J2K
(3) 2x
8
HSS 5x3x3/8COLUMN
HD3
1J2K
1J2K
2x8 RR
@ 16" o/c
2x8 RR
@ 16" o/c12" FLOOR TRUSS
@ 16" o/c
0.8 KIPABOVE
GIRDER TRUSS
GIRDER T
RUSS
STAIR
413 PLFABOVE
(2) 2x
8
12" FLOOR TRUSS
@ 16" o/c
SW2
12" FLOOR TRUSS
@ 16" o/c
488 PLFABOVE
1.4 KIPABOVE
1.3 KIPABOVE
625 PLFABOVE
(2) 1-3/4"x11-7/8" LVLHD4
12" FLOOR TRUSS
@ 16" o/c
12" FLOOR TRUSS
@ 16" o/c
HSS 5x5x3/8COLUMN
WP8
(3) 2x10
(3) 2x10
5-1/2"x9
-1/4" G
LULAM
(FLUSH)
WP3HD2
WP3HD2HD6
2x10 TAPERED
@ 16" o/c
2x10 TAPERED
@ 16" o/c
2J3K
2J3K
HD3
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
1J2K
1J2K HD3
HD3
HD3
SW
2
HD3
16" FLOOR T
RUSS
@ 16
" o/
c
16" FLOOR T
RUSS
@ 16
" o/
c
HD3 2J2K
2J4K
2J2K
2J4K
600 PLFABOVE
WP8HD5
GIRDER T
RUSS
HD3
GIRDERTRUSS
200 PLFABOVE
GIRDERTRUSS
200 PLFABOVE
2J2K
HSS 5x5x3/8COLUMN
HSS 5x5x3/8COLUMN
W14x2
2 HEADER
(3) 1-3/4"x9-1/4" LVL
2J3K
2J3K
FULL BEAM TOBEAM MOMENT
WP6
12" FLOOR T
RUSS (CANT.)
@ 16
" o/
c
(3) 1-3
/4"x11-7/
8" LVL (F)
W14x22 HEADER
7-3/8" MIN.JOIST DEPTH@ TAPEREDEND
(2) 2x10 TAPERED
@ 12" o/c
(2) 2x10 TAPERED
@ 12" o/c
(2) 2x
10
2x10 TAPERED
@ 16" o/c
(3) 2x
10 P
T
W10x19
(F)
2x10 TAPERED
@ 12" o/c
HSS 5x3x3/8COLUMN
HSS 5x3x3/8COLUMN
W10x19
(F)
4K
GIRDER TRUSS
(3) 2x
8
(3) 2x
8
STAIR
SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0"
NOTES:1. ALL EXTERIOR WALLS TO BEAR SHEAR WALL TYPE 'SW1'.2. PROVIDE MINIMUM (2) STUDS @ EACH END OF HEADERS & BEAMS U.N.O.3. '_J_K' INDICATES NUMBER OF JACK & KING STUDS.4. PROVIDE 1J1K AT HEADERS U.N.O.5. PROVIDE MINIMUM (3) STUDS AT EACH GIRDER TRUSS BEARING U.N.O.6. 'HD1' INDICATES SIMPSON H6 CLIP.7. 'HD2' INDICATES SIMPSON AC/LCE SERIES POST CAP.8. 'HD3' INDICATES SIMPSON HDU4-SDS2.5 FLOOR TO FLOOR CONNECTION.9. 'HD4' INDICATES SIMPSON MSTC48 B3 STRAP POST ABOVE TO BEAM BELOW.10. 'HD5' INDICATES SIMPSON CMSTC16 STRAP POST ABOVE TO BEAM BELOW w/ 25" END LENGTHS.11. 'HD6' INDICATES SIMPSON CS16 STRAP POST ABOVE TO POST BELOW w/ 14" END LENGTHS.12. FLOOR TRUSS DESIGNER TO ACCOUNT FOR LOADS ABOVE AS INDICATED.
RCCJNR
02.27.202019-10
S102THIS DOCUMENT IS THE SOLEPROPERTY OF PILOTTOWN
ENGINEERING AND MAY NOT BEREPRODUCED IN ANY FORM FOR THE
PURPOSE OF SHOP DRAWINGPREPARATION WITHOUT THE PRIOR
WRITTEN PERMISSION OFPILOTTOWN ENGINEERING
E N G I N E E R I N GPILOTTOWN
JOB NUMBER:
UNIT 3 | LEWES, DE 1995817585 NASSAU COMMONS BLVD.
PHONE: 302-703-1770
CONTACT:154.001J. BAKER
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
7/23
/202
1 10
:39:
04 P
M
GREENSPANRESIDENCE
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
SECOND FLOORFRAMING PLAN
1/4" = 1'-0"
DN
DN
(3) 2x8 (3) 2x8 (3) 2x8
(3) 2x8 (3) 2x8
(3) 2x8 (3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x8(3) 2x8
(3) 2x8
(3) 2x8
(3) 2x
8
(3) 1-3
/4"x7-
1/4" L
VL
(3) 2x
8
(3) 2x
10
(3) 2x
10
(3) 2x
8
(3) 1-3
/4"x9-
1/4" L
VL
(3) 2x
10
(2) 2x
8(2
) 2x
8
(2) 2x
8(2
) 2x
8
(3) 2x
8
(2) 2x8
(2) 2x8 (2) 2x8
(3) 1-3
/4"x9-
1/4" L
VL
(3) 1-3/4"x9-1/4" LVL
HUC SERIESHANGER
HD2WP8
2J2K
1J4K
1J4K
1J2K
1J2K
1J2K
1J2K2J2K
2J2K
1J2K
1J2K
2J2K
2J2K
2J2K
2J2K
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
(2) 2x8
GIRDER
TRUSS
GIRDER TRUSS
GIRDER T
RUSS (LOW
)
12" ROOF TRUSS
(HI) @ 16" o/c
12" ROOF TRUSS
@ 16" o/c
2x6 @ 16" o/cWALL ABOVE
HD1 HD1
GIRDER
TRUSS
12" ROOF TRUSS
@ 16" o/c
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
12" ROOF TRUSS
@ 16" o/c
12" ROOF TRUSS
@ 16" o/c
12" ROOF TRUSS
@ 16" o/c
12" ROOF TRUSS
@ 16" o/c
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
12" FLOOR T
RUSS
@ 16
" o/
c
SW
2
(3) 2x8
GIRDER
TRUSS
GIRDER TRUSS
12" FLOOR T
RUSS
@ 16
" o/
cROOF FRAMING PLAN SCALE: 1/4" = 1'-0"
NOTES:1. ALL EXTERIOR WALLS TO BEAR SHEAR WALL TYPE 'SW1'.2. PROVIDE MINIMUM (2) STUDS @ EACH END OF HEADERS & BEAMS U.N.O.3. '_J_K' INDICATES NUMBER OF JACK & KING STUDS.4. PROVIDE 1J1K AT HEADERS U.N.O.5. PROVIDE MINIMUM (3) STUDS AT EACH GIRDER TRUSS BEARING U.N.O.6. 'HD1' INDICATES SIMPSON H6 CLIP.7. 'HD2' INDICATES SIMPSON AC/LCE SERIES POST CAP.
NOTE:ROOF TRUSS DEPTH TO BE 12" MIN. TAPER TOPCHORD TO MATCH ARCH SLOPE AS REQUIRED.PARAPETS TO BE BUILT INTO ROOF TRUSSES,SEE ARCH FOR LOCATIONS.
RCCJNR
02.27.202019-10
S103THIS DOCUMENT IS THE SOLEPROPERTY OF PILOTTOWN
ENGINEERING AND MAY NOT BEREPRODUCED IN ANY FORM FOR THE
PURPOSE OF SHOP DRAWINGPREPARATION WITHOUT THE PRIOR
WRITTEN PERMISSION OFPILOTTOWN ENGINEERING
E N G I N E E R I N GPILOTTOWN
JOB NUMBER:
UNIT 3 | LEWES, DE 1995817585 NASSAU COMMONS BLVD.
PHONE: 302-703-1770
CONTACT:154.001J. BAKER
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
7/23
/202
1 10
:39:
04 P
M
GREENSPANRESIDENCE
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
ROOF FRAMINGPLAN
1/4" = 1'-0"
FIELD NAILINGPER SCHEDULE
SILL PLATENAILING PERDETAILS
TOP PLATENAILING PERDETAILS
EDGE NAILINGAROUNDOPENINGS
EDGE NAILINGAT HEADER(2 ROWS MIN.)
KING STUDS(PER SCHEDULE)
JAMB STUDS(PER SCHEDULE)
SILL (PERSCHEDULE)
SILL (PERSCHEDULE)
HEADER(PER PLAN)
Typical Opening Framing
Typical Roof Framing
24" (M
IN.)
SHEATHING L
AP
(6) 8d NAILS@ EA. STUD(MIN.)
(2) 10d NAILS@ 12" o/c
8d NAILS @4" o/c TO EA.TOP PLATE (2) 16d NAILS
TO EA. STUD
H2.5A CLIPS w/ (5) 8dNAILS TO ROOFMEMBER & (5) 10dNAILS TO TOPPLATES
ROOF SHEATHING w/8d NAILS @ 6" o/cSPACING
Typical Floor to Floor Framing
12" (M
IN.)
LAP
12" (M
IN.)
LAP
(6) 8d NAILS@ EA. STUD(MIN.)
(6) 8d NAILS@ EA. STUD(MIN.)
(4) 8d NAILS TORIM @ EA.STUD
(2) 10d NAILS@ 12" o/c
(2) 16d NAILSTO EA. STUD
(3) 16d NAILSTO EA. JOIST
(1) 16d NAIL RIM TOJOIST (TOP & BOTT)@ EA. JOIST
(1) 10d NAIL TO TOPPLATE TOE-NAILEDEA. SIDE OF JOIST
Typical Crawlspace / Basement Floor Framing
(6) 8d NAILS@ EA. STUD(MIN.)
(4) 8d NAILS TORIM @ EA.STUD
(3) 16d NAILSTO EA. JOIST
(1) 16d NAIL RIM TOJOIST (TOP & BOTT)@ EA. JOIST
(1) 10d NAIL TO TOPPLATE TOE-NAILEDEA. SIDE OF JOIST
8d NAILS @ 2"o/c TO PT SILLPLATE
SHEATHING CONT.OVER FRAMING
3"x3"x3 GA.WASHER PLATE@ EA. ANCHOR
1/2" ANCHOR BOLT*w/ 7" MIN. EMBED INCONC. & 15" MIN.EMBED IN CMU
* ALT. ANCHOR:SIMPSON TITEN HDPOST-INSTALL BOLT
Typical Sill on FDN Framing
(6) 8d NAILS@ EA. STUD(MIN.)
8d NAILS @ 2"o/c TO PT SILLPLATE
3"x3"x3 GA.WASHER PLATE@ EA. ANCHOR
1/2" ANCHOR BOLT*w/ 7" MIN. EMBED INCONC. & 15" MIN.EMBED IN CMU
* ALT. ANCHOR:SIMPSON TITEN HDPOST-INSTALL BOLT
Typical Truss Elevation
45°
Section A-A
45°
Top/Bottom Chord Bracing
A
A
A
A TOP CHORDBRACING ASREQUIRED
DIAGONALBRACING
CONTINUOUS LATERALBRACING AS REQUIRED.(PART OF TRUSS DESIGN)
BOTTOM CHORDBRACING
DIAGONALS FORM BRACED BAY @20'-0 (MAX.) INTERVALS: REPEATBOTH ENDS
PURLIN LOCATION FORTOP CHORD BRACINGOR CONTINUOUSLATERAL BRACING FORBOTTOM CHORD,SPACED 8 TO 10 FEETAND LOCATED AT ORNEAR A PANEL POINT.
BOTTOM CHORDOF TRUSS (TYP.)
CEILING
LATERAL BRACECONTINUOUS
COMPRESSIONWEB-SLOPINGOR VERTICAL
SHEATHING
DIAGONAL BRACE NAILED TO OPPOSITESIDE OF WEB AT 20'-0 MAX. (TO PREVENTLATERAL MOVEMENT)
TRUSS NOTES
BRACING IN THE PLANE OF WEB MEMBERS;THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUSLATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING(MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS.A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED. ONE ATEACH VERTICAL WEB MEMBER CLOSES TO BEARING LOCATIONS.
THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACINGSPACED AT 8 TO 10 FEET NAILED TO TOP OF THE BOTTOM CHORD.DIAGONALS PLACED AT 45° TO THE LATERAL BRACES SHALL BELOCATED AT EACH END, IF BUILDING EXCEEDS 60 FEET IN LENGTH,DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS.
TOP CHORD BRACINGIF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLYLAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOTREQUIRED.IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED ATEACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACINGSHOULD BE REPEATED AT 20 FOOT INTERVALS.
WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATORBY A PROFESSIONAL ENGINEER AND SEALED CALCULATIONS AND DRAWINGSARE TO BE SUBMITTED FOR REVIEW.
a.
b.
c.
a.
b.
1)
2)
3)
4)
5)
WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE"BUILDING COMPONENT SAFETY INFORMATION" MANUAL PUBLISHED MAY 2008AND THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARYAND RECOMMENDATIONS, BWT-76.
Typical Wall to Beam Framing
(3) 16d NAILS @EA. WALL STUD
WOOD BEAM ORSOLID BLOCKING
FASTENERSPER SCHEDULE
FLOORFRAMING
WALL FRAMING,SHEATHING PERSCHEDULE
FASTENERS@ 2" o/cPLATE
SHEATHING LAP
SEE
NOTE#2
NOTES:1. SEE SHEAR WALL SCHEDULE FOR NAIL SPACING AT PANEL EDGES.2. SEE SHEAR WALL SCHEDULE FOR NAIL SPACING IN PANEL FIELD.3. STAGGER ALL JOINTS IN SHEATHING.4. SHEATHING SHALL BE NAILED DIRECTLY TO WALL STUDS AND BLOCKING. PANEL EDGES
INCLUDE EDGES OF SHEATHING AROUND WINDOW AND DOOR OPENINGS.5. SEE PLANS AND DETAILS FOR STUD SIZE & SPACING.
Typical Shear Wall Panel Fastening Pattern
STUDS (SEE PLANSFOR SIZE & SPACING)
TYPICAL PANEL EDGESEE NOTE #4.
FASTENERS(SEE SCHEDULE)
WALL SHEATHING(SEE SCHEDULE)
SEENOTE
#1
BLOCKINGAT JOINTS
SEE NOTE #3SEE NOTE #3
Typical Interior Shear Wall Detail
10d NAILS @ 3" o/cFOR LENGTH OFWALL
FRAMING MEMBER ORBLOCKING IN LINE w/SHEAR WALL
SHEATHING
TOE NAILS @ 3" o/cFOR LENGTH OFWALL
DOUBLE TOPPLATE
WALL SHEATHING(SEE SCHEDULE)
FLOOR JOIST(SEE PLAN)
FLOORSHEATHING
FASTENERSPER SCHEDULE
Typical Beam to Column Connection
3/8"t. SHEARPLATE w/ 3/4"ØA325 BOLTS
WF BEAM(SEE PLAN)
WELD T&BFLANGES @MOMENT CONN.
HSS COLUMN(SEE PLAN)
Typical Beam to Beam Connection
3/8"t. PLATE w/3/4"Ø A325BOLTS OR L
WF BEAM(SEE PLAN)
Typical Post-Up Connection
POST(SEE PLAN)
1/2"t. BASE PLATEw/ (4) 3/4"Ø A325BOLTS
WF BEAM(SEE PLAN)
Typical 'Packed-Out' WF Beam
1/2"Ø THRU-BOLTSSTAGGERED@ 24" o/c
WF BEAM
Typical Wall Studs to Steel Column
#12 SELF-TAPPINGSCREWS @ 24" o/cALONG COLUMN
2x STUDS
COLUMN(SEE PLAN)
Typical Ledger Framing
FLOOR FRAMING
WALLFRAMING
BEAM OR CONT.RIM (SEE PLAN)
HANGER ATEA. JOIST
2x LEDGER TOMATCH JOISTSw/ (2) 1/4" ØSDWS SCREWS@ 16" o/c
DECKFRAMING
RCCJNR
02.27.202019-10
S501THIS DOCUMENT IS THE SOLEPROPERTY OF PILOTTOWN
ENGINEERING AND MAY NOT BEREPRODUCED IN ANY FORM FOR THE
PURPOSE OF SHOP DRAWINGPREPARATION WITHOUT THE PRIOR
WRITTEN PERMISSION OFPILOTTOWN ENGINEERING
E N G I N E E R I N GPILOTTOWN
JOB NUMBER:
UNIT 3 | LEWES, DE 1995817585 NASSAU COMMONS BLVD.
PHONE: 302-703-1770
CONTACT:154.001J. BAKER
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
7/23
/202
1 10
:39:
04 P
M
GREENSPANRESIDENCE
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
TYPICALDETAILS
1/4" = 1'-0"
FASTENER SCHEDULETYPE PROPERTIES
5d COOLER NAIL 0.086"Ø x 1 5/8" LONG
6d COOLER NAIL 0.092"Ø x 1 7/8" LONG
8d NAIL 0.131"Ø x 2 1/2" LONG
10d NAIL 0.148"Ø x 3" LONG
16d NAIL 0.162"Ø x 3 1/2" LONG
#6 SCREW 0.138"Ø
#8 SCREW 0.164"Ø
#10 SCREW 0.190"Ø
WOOD POST SCHEDULE
MARK TYPE
WP1 4x4 PT
WP2 4x6 PT
WP3 6x6 PT
WP4 8x8 PT
WP5 3-1/2" x 3-1/2" GLULAM
WP6 3-1/2" x 5-1/2" GLULAM
WP7 3-1/2" x 7" GLULAM
WP8 5-1/2" x 5-1/2" GLULAM
SHEAR WALL FRAMING SCHEDULE
MARK SHEATHING FASTENING ANCHOR BOLTS TO FDN FLR TO FLR CONN. WALL TO BEAM CONN.
SW1 SHEARWALL
1/2" WOOD SHEATHING w/BLOCKED JOINTS (ONE SIDE)
8d NAILS @ 4" o/c SPACING @PANEL EDGES, 12" o/c IN FIELD
1/2"Ø BOLTS @ 4'-0" o/cMAX, 12" MAX FROM ENDS
SHEATHING LAP / NAILINGPATTERN (SEE DETAIL)
1/4"x5" SDS SCREW @ 24" o/cMAX INTO BEAM OR BLOCKING
SW2 SHEARWALL
1/2" GYPSUM BOARD w/BLOCKED JOINTS (BOTHSIDES)
5d COOLER NAILS* @ 4" o/cSPACING @ PANEL EDGES AND INFIELD
1/2"Ø BOLTS @ 4'-0" o/cMAX, 12" MAX FROM ENDS
10d NAILS @ 3" o/c (SEEDETAIL)
1/4"x5" SDS SCREW @ 32" o/cMAX INTO BEAM OR BLOCKING
* ALT. FASTENER: #6 SCREWS
STRUCTURAL NOTES1. PILOTTOWN ENGINEERING HAS DESIGNED ONLY THE STRUCTURAL ELEMENTS REPRESENTED ON THESE DRAWINGS. ALL WORK
SHALL BE COMPLETED IN ACCORDANCE WITH ALL DRAWINGS AND SPECIFICATIONS CONTAINED HEREIN. PILOTTOWNENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY UNAUTHORIZED CHANGES TO THESE DRAWINGS.
2. ANY ADDITIONAL CONSTRUCTION ADMINISTRATION SERVICES OR CHANGES TO THE PLANS WILL BE PAID FOR BY THECONTRACTOR.
3. ALL STRUCTURAL INFORMATION HAS BEEN PREPARED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE AS WELLAS ALL REFERENCED STANDARDS CONTAINED THEREIN.
4. SCALING OF DRAWINGS TO DETERMINE DIMENSIONS OF ELEMENTS IS NOT PERMITTED.
5. DESIGN LOADS FOR THE PROJECT ARE LISTED AS FOLLOWS:a. SLAB ON GRADE LIVE LOAD: 100 psfb. SLAB ON GRADE DEAD LOAD: 50 psfc. FLOOR LIVE LOAD: 40 psfd. FLOOR DEAD LOAD: 15 psfe. DECK LIVE LOAD: 60 psff. DECK DEAD LOAD: 10 psfg. ROOF LIVE LOAD: 30 psfh. ROOF DEAD LOAD: 20 psf
6. SNOW LOAD DATA FOR THE PROJECT IS LISTED AS FOLLOWS:a. Pg = 20 psfb. I = 1.0c. Ct = 1.1d. Ce = 1.0e. Pf = 20 psf
7. LATERAL WIND LOAD DATA FOR THE PROJECT IS LISTED AS FOLLOWS:a. Vult = 130 mphb. VASD = 101 mphc. Risk Category = IId. Exposure Category = De. Internal Pressure Coefficient = +/- 0.18
8. SEISMIC DESIGN CATEGORY = B
FOUNDATIONS
1. BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL OR CONTROLLED COMPACTED FILL CAPABLE OF SAFELYSUPPORTING 2000 PSF.
2. ALL SOILS SUPPORTING FOOTINGS AND SLABS SHOULD BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY OR AS DETERMINEDBY A REGISTERED GEOTECHNICAL ENGINEER.
3. BOTTOM OF FOOTING SUBGRADE MUST BE INSPECTED AND APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER BEFOREPLACING ANY CONCRETE FOUNDATIONS. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN THESPECIFIED BEARING PRESSURE. SUBMIT ALL REPORTS TO THE ENGINEER OF RECORD FOR RECORD.
4. BOTTOM OF ALL FOOTINGS SUBJECTED TO FREEZE THAW CONDITIONS SHALL BE A MINIMUM 2 FEET BELOW FINISH GRADE ORTOP OF SLAB ELEVATION WHICHEVER IS LOWER.
CONCRETE
1. ALL CONCRETE SHALL BE READY-MIX AND HAVE THE FOLLOWING CHARACTERISTICS:
SLABS ON GRADEA MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. A MINIMUM OF 520 LBS. OF CEMENT PER CUBIC YARD.SLUMP (AT POINT OF CONCRETE PLACEMENT) SHALL BE 3-INCH MINIMUM AND 5-INCH MAXIMUM.
FOOTINGS AND FOUNDATION WALLSA MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. A MINIMUM OF 520 LBS. OF CEMENT PER CUBIC YARD.SLUMP (AT POINT OF CONCRETE PLACEMENT) SHALL BE 3-INCH MINIMUM AND 5-INCH MAXIMUM.
2. ALL CONCRETE EXPOSED TO EXTERIOR CONDITIONS SHALL HAVE CHARACTERISTICS IN ACCORDANCE WITH ACI BUILDING CODE(ACI 318) AND THE 2015 INTERNATIONAL BUILDING CODE.
3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING CODES ANDSTANDARDS:
A. ACI BUILDING CODE (ACI 318),B. THE ACI DETAILING MANUAL (SP-66)C. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).
4. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATIONA615 GRADE 60. LAP ALL BARS MINIMUM 48 BAR DIAMETERS UNLESS OTHERWISE NOTED.
5. ALL WWF SHALL BE MANUFACTURED FROM HIGH STRENGTH STEEL CONFORMING TO ASTM A185. LAP ALL WWF A MINIMUMOF 6 INCHES.
6. PLACE TRANSVERSE REINFORCING (SWB) IN BOTTOM LAYER OF CONTINUOUS FOOTINGS. PROVIDE CORNER BARS IN FOOTINGSTO MATCH CONTINUOUS REINFORCEMENT. EXTEND WALL FOOTING REINFORCING INTO COLUMN FOOTINGS A MINIMUM OF 2FEET.
7. PROVIDE KEYS IN CONCRETE WALLS, PIERS, AND FOOTINGS AT INTERSECTIONS UNLESS NOTED OTHERWISE. PROVIDE CORNERBARS TO MATCH HORIZONTAL REINFORCEMENT AT WALL CORNERS AND TEE INTERSECTIONS.
8. CONCRETE SHALL ACHIEVE A MINIMUM OF 70 PERCENT OF THE DESIGN STRENGTH PRIOR TO STEEL ERECTION.
STEEL
1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. ALLSTRUCTURAL STEEL WIDE FLANGE (W) SHAPES SHALL BE ASTM A992 GRADE 50 (V50). ALL STRUCTURAL STEEL S, M, AND HPSHAPES SHALL BE ASTM A572 GRADE 50 (V50). ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS OTHERWISENOTED.
2. ALL STEEL RECTANGULAR/SQUARE HOLLOW STRUCTURAL SECTIONS SHALL BE ASTM A500 GRADE B, FY=46 KSI.
3. ALL STEEL PIPE SECTIONS SHALL BE ASTM A501 OR ASTM A53, TYPE E OR S GRADE B.
4. ALL STEEL ROUND HOLLOW STRUCTURAL SECTIONS SHALL BE ASTM A500 GRADE B, FY=42 KSI.
5. ALL STEEL SHALL BE THOROUGHLY CLEANED IN ACCORDANCE WITH SSPC- SP3 AND HAVE A SHOP COAT OF RUST INHIBITIVEPAINT.
6. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED, AS DESCRIBED IN "LATEST EDITION OF THEAMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE", AWS D1.1, TO PERFORM THE TYPE OF WORK REQUIRED.
7. ALL BOLTS USED FOR THE ANCHORAGE TO CONCRETE AS SPECIFIED ON THE DRAWINGS SHALL CONFORM TO ASTM F1554.
8. ALL STEEL WELDING RODS SHALL BE AS FOLLOWS:A. E70XX FOR STEEL CONNECTIONS
9. SUBMIT ALL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO ANY FABRICATION.
10. STEEL FABRICATOR IS SOLELY RESPONSIBLE FOR COORDINATING WITH THE GENERAL CONTRACTOR FOR THE PURPOSE OFSURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO THE LOCATION, ELEVATION, ANDDIMENSIONS OF WALLS AND FRAMING THAT EXIST AT THE TIME OF THE STEEL ERECTION.
11. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED. ANY POINTS OF WELDING SHALL BE TOUCHED UP IN THE FIELD WITH AZINC-RICH PAINT BY THE STEEL ERECTOR.
TIMBER
1. ALL STRUCTURAL TIMBER FRAMING, WALLS, BLOCKING, ETC SHALL BE HEM FIR #2 MINIMUM, STRESS GRADE LUMBER ORAPPROVED EQUAL. THE MINIMUM ALLOWABLE PROPERTIES ARE AS FOLLOWS:
Fb = 850 PSI Fv = 150 PSI E = 1,300,000 PSI
ALL STRUCTURAL TIMBER MUST BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S"CONSTRUCTION MANUAL".
2. ALL STRUCTURAL TIMBER FOR WOOD TRUSS FRAMING SHALL SOUTHERN YELLOW PINE (SYP) #3 MINIMUM STRESS GRADELUMBER OR APPROVED EQUAL. THE MINIMUM ALLOWABLE PROPERTIES ARE AS FOLLOWS:
Fb = 500 PSI Fv = 175 PSI E = 1,100,000 PSI
ALL STRUCTURAL TIMBER MUST BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S"CONSTRUCTION MANUAL".
3. ALL GLUE-LAMINATED BEAMS SHALL BE CONSTRUCTED OF SOUTHERN YELLOW PINE, DOUGLAS FIR OR APPROVED EQUAL.CONFORMING TO AITC 117-84 "STANDARD SPECIFICATION FOR STRUCTURAL GLUE-LAMINATED TIMBER OF SOFTWOOD SPECIES".THE MINIMUM ALLOWABLE PROPERTIES FOR GLUE-LAMINATED BEAMS ARE AS FOLLOWS:
Fb = 2400 PSI Fv = 265 PSI E = 1,800,000 PSI.
4. ALL MICRO-LAM BEAMS (LVL) SHALL BE AS ENGINEERED AND MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. THEMINIMUM ALLOWABLE PROPERTIES FOR MICRO-LAM BEAMS ARE AS FOLLOWS:
Fb = 2600 PSI Fv = 285 PSI E = 1,900,000 PSI.
5. ALL PARALLAM BEAMS SHALL BE AS ENGINEERED AND MANUFACTURED BY WEYERHAEUSER OR APPROVAL EQUAL. THEMINIMUM ALLOWABLE PROPERTIES FOR PARALLAM BEAMS ARE AS FOLLOWS:
Fb = 2900 PSI Fv = 290 PSI E = 2,000,000 PSI
6. MAXIMUM DEFLECTION CRITERIA:A. FLOOR FRAMING = LL/480, TL/240B. ROOF FRAMING = LL/360, TL/240
7. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH LATEST EDITIONS OF THE FOLLOWING STANDARDS:A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL.B. AMERICAN WOOD COUNCIL: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).C. AMERICAN PLYWOOD ASSOCIATION: PLYWOOD DESIGN SPECIFICATION.D. AMERICAN WOOD-PRESERVERS ASSOCIATION STANDARDS.
8. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCEWITH THE FOLLOWING TRUSS PLATE INSTITUTE (TPI) STANDARDS:
A. THE NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION, TPI 1.B. RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES,
DSB-89.C. GUIDE TO GOOD PRACTICE FOR INSTALLING, RESTRAINING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES,
BCSI.9. ALL TIMBER CONNECTIONS SHALL BE MADE USING PREFABRICATED CONNECTORS. TOE-NAILING IS NOT PERMITTED. SUBMIT
MANUFACTURER'S DATA FOR REVIEW. FASTENERS SHALL BE AS MANUFACTURED BY SIMPSON STRONGTIE OR APPROVEDEQUAL.
10. PROVIDE POST CAPS AND BASES AT ALL WOOD POSTS BY SIMPSON STRONGTIE OR APPROVED EQUAL.
11. PROVIDE A MINIMUM OF (2) STUDS FOR ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE.
12. ALL EXPOSED FASTENERS AND CONNECTIONS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.
13. WOOD ROOF TRUSSES AND FLOOR TRUSSES ARE TO BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR THEWOOD TRUSS, OR JOIST FABRICATOR. DESIGNS SHALL REFLECT THE LOADING SHOWN IN THE STRUCTURAL DOCUMENTS.TRUSS FABRICATOR SHALL PROVIDE PREFABRICATED HANGERS AND CONNECTORS AS REQUIRED.
14. PROVIDE MINIMUM CONTINUOUS SOLID BLOCKING OR CROSS-BRIDGING LINES AT 8'-0" O/C MAX SPACING FOR ALLA. WOOD JOISTS.B. WOOD RAFTERSC. ROOF TRUSSESD. FLOOR TRUSSESE. PROVIDE ADDITIONAL X-BRIDGING AS REQUIRED BY FABRICATOR.F. PROVIDE A MINIMUM OF ONE LINE OF BLOCKING OR CROSS BRIDGING FOR ALL SPANS.
15. TREATED LUMBER SHALL BE PROVIDED AT ALL LOCATIONS WHERE LUMBER IS IN CONTACT WITH CONCRETE AND MASONRYFOUNDATION WALLS OR AT EXTERIOR OF BUILDING.
16. SHEATHING FOR WALLS SHALL BE 1/2" THICK 32/16 SPAN RATING APA WOOD SHEATHING, EXPOSURE 1. ALL SHEATHING SHALLBE PLACED HORIZONTALLY AND SECURED IN ACCORDANCE WITH THE SHEAR WALL SCHEDULE SHOWN ON THE STRUCTURALDRAWINGS. ALL JOINTS IN SHEATHING SHALL BE STAGGERED.
17. SHEATHING FOR FLOORS SHALL BE 3/4" THICK 20” SPAN RATING APA FLOOR SHEATHING, EXPOSURE 1. ALL JOINTS IN SHEATHINGSHALL BE STAGGERED. ALL EDGES IN FLOOR SHEATHING SHALL BE TONGUE & GROOVE. NAILING SHALL COMPLY WITH APAREQUIREMENTS FOR PLYWOOD FLOOR DIAPHRAGMS.
18. SHEATHING FOR ROOFS SHALL BE 1/2" THICK 32/16 SPAN RATING APA PLYWOOD SHEATHING, EXPOSURE 1. ALL JOINTS INSHEATHING SHALL BE STAGGERED. FOR ROOF SHEATHING, USE PANEL CLIPS OR LUMBER BLOCKED EDGE SUPPORTS ASRECOMMENDED BY APA. NAILING SHALL COMPLY WITH APA REQUIREMENTS FOR PLYWOOD ROOF DIAPHRAGMS.
19. PROVIDE (2) SIMPSON SDWS SCREWS AT 16” o/c OR EQUAL FOR DECK LEDGERS TO RIM BOARD UNLESS NOTED OTHERWISE.PROVIDE SIMPSON DTT2Z-SDS2.5 DECK-TO-HOUSE LATERAL CONNECTION WITHIN 24” FROM EACH END OF DECKS.
RCCJNR
02.27.202019-10
S502THIS DOCUMENT IS THE SOLEPROPERTY OF PILOTTOWN
ENGINEERING AND MAY NOT BEREPRODUCED IN ANY FORM FOR THE
PURPOSE OF SHOP DRAWINGPREPARATION WITHOUT THE PRIOR
WRITTEN PERMISSION OFPILOTTOWN ENGINEERING
E N G I N E E R I N GPILOTTOWN
JOB NUMBER:
UNIT 3 | LEWES, DE 1995817585 NASSAU COMMONS BLVD.
PHONE: 302-703-1770
CONTACT:154.001J. BAKER
Scale
Date
Drawn By
Checked By
Project Number
REVISIONS
ISSUED FOR:
HALEY ARCHITECTURE, LLC13012 ANCHOR COURT
OCEAN CITY, MARYLAND 21842p. 410.726.7964
STRUCTURAL ENGINEER:PILOTTOWN ENGINEERINGUNIT 3 | LEWES, DE 19958
17585 NASSAU COMMONS BLVD.p. 302.703.1770
GENERAL CONTRACTOR:
11632 WORCESTER HIGHWAYSHOWELL, MD 21862
p. 410.352.5681 f. 410.352.5684
BEACHWOOD CONSTRUCTION, INC.
PERMIT SUBMISSIONJULY 26, 2021
7/23
/202
1 10
:39:
04 P
M
GREENSPANRESIDENCE
1548 TEAL DRIVEOCEAN CITY, MD
No. Description Date
SCHEDULES& GENERALNOTES
1/4" = 1'-0"
Recommended