GREENSPAN RESIDENCE Sheet Number Sheet Name

??

?

?

?

??

?

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'

kgordy

New Stamp

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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/8" = 1'-0"

10/2

9/20

21 1

:00:

17 P

M

A100

ARCHITECTURALSITE PLAN

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN


Reviewed by Cory Hunsberger

CHunsberger

Pencil

CHunsberger

Pencil

CHunsberger

Callout

Approx. limits of AE-6 flood zone.

sbunting

New Stamp

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



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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



As indicated

11/3

/202

1 10

:25:

48 A

M

SKA-02

PARKINGSPACE PLAN

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10



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

kgordy

New Stamp

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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

23 P

M

A101

PROPOSEDFIRST FLOORPLAN

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 FIRST FLOOR PLAN


CHunsberger

Callout

Delete or elevate to + 2" above highest adjacent grade.

CHunsberger

Callout

Garage area below free board elevation used for access. Parking and limited storage only. Flood vents required.

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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

24 P

M

A102

PROPOSEDSECOND FLOORPLAN

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 SECOND FLOOR PLAN


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


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


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



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





CRICKETS AS REQ'D FOR POSITIVE DRAINAGEPROVIDE WALK-PADSBELOW ALL SCUPPERS, TYP.



A1034


OVERFLOW SCUPPERS @ 2" ABOVE PRIMARY SCUPPERS, TYP. ATALL SCUPPER LOCATIONS


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



As indicated

10/2

9/20

21 1

:00:

25 P

M

A103

ROOF PLAN

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


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


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



3/16" = 1'-0"

10/2

9/20

21 1

:00:

28 P

M

A104

REFLECTEDCEILING PLANS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


3/16" = 1'-0"1 FIRST FLOOR FINISH FLOOR

3/16" = 1'-0"2 SECOND FLOOR FINISH FLOOR


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


CAST-IN-PLACE CONCRETELANDING & STAIRS



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"


4' - 0"


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

35 P

M

A201

ELEVATIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 FRONT (EAST) ELEVATION

1/4" = 1'-0"2 SIDE (NORTH) ELEVATION


CHunsberger

Callout

5.0 NAVD 88

CHunsberger

Callout

Note: Construction grades must be based on NAVD 88 vertical datum not assumed elevations.


4' - 0"


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

CUSTOM BRISE SOLEIL -SEE SHEET A103 FOR DETAILS

1A301

2A302

K

H H

K K

B B


GARAGE FLOOR0"


4' - 0"


15' - 0"

MAIN ROOFBEARING

24' - 0"

STAIR TOWERPARAPET

32' - 0"

R R





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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

41 P

M

A202

ELEVATIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 REAR (WEST) ELEVATION

1/4" = 1'-0"2 SIDE (SOUTH) ELEVATION


GARAGE FLOOR0"


4' - 0"


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"


4' - 0"


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

43 P

M

A301

BUILDINGSECTIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 E-W SECTION THROUGH GARAGE

1/4" = 1'-0"2 N-S SECTION THROUGH MAIN LIVING


CHunsberger

Callout

Enclosure below deck requires flood vents

GARAGE FLOOR0"


4' - 0"


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"


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/4" = 1'-0"

10/2

9/20

21 1

:00:

45 P

M

A302

BUILDINGSECTIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


1/4" = 1'-0"1 S-N SECTION THROUGH ENTRY

1/4" = 1'-0"2 W-E SECTION THROUGH KITCHEN


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

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S O

VER

TP

O M

EMBR

ANE

ON

FLO

OR

TR

USS

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P C

HO

RD

SLO

PED

M

IN. 1

/4" P

ER F

OO

T

PRE-

ENG

INEE

RED

W

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D T

RU

SSES

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TRU

CT.

DO

UBL

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6 TO

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ATE

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UC

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PER

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ET C

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NG

C

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PRO

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OD

EX S

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G -

CU

STO

M-S

HAP

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R -

TBD

BY

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CH

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PT

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SEE

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., TY

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6 TO

P PL

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. R-2

1 IN

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B C

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NG

1x B

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RIM

FIN

ISH

FLO

OR

TBD

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AD

VAN

TEC

H T

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R S

HEA

THIN

GG

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D

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. R-4

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PRE-

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EE

SHEE

T A6

01 F

OR

DET

AILS

STEE

L H

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SEE

STR

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T.

PAIN

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B

RO

UG

H H

EWN

WO

OD

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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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



3/4" = 1'-0"

10/2

9/20

21 1

:00:

49 P

M

A303

WALL SECTIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


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


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"


15' - 0"

MAIN ROOFBEARING

24' - 0"

STAIR TOWERPARAPET

32' - 0"

6A401

3' -

0"5'

- 6"

5' -

6"FIRST FLOOR

FINISH FLOOR4' - 0"


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/2" = 1'-0"

10/2

9/20

21 1

:00:

50 P

M

A401

ENLARGEDSTAIR PLANS &DETAILS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


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


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



3/8" = 1'-0"

10/2

9/20

21 1

:00:

53 P

M

A402

INTERIORELEVATIONS

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10


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)


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



1/2" = 1'-0"

10/2

9/20

21 1

:00:

53 P

M

A601

WINDOW ANDDOOR TYPES

GREENSPANRESIDENCE

DNHDNH

10.29.20212019-10



Scale

Date

Drawn By

Checked By

Project Number

REVISIONS

ISSUED FOR:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



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


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:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



7/23

/202

1 10

:39:

04 P

M

GREENSPANRESIDENCE



FOUNDATION/FIRST FLOORFRAMING PLAN

1/4" = 1'-0"

CHunsberger

Callout

Area under deck to contain proper flood openings.

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






JOB NUMBER:


PHONE: 302-703-1770


Scale

Date

Drawn By

Checked By

Project Number

REVISIONS

ISSUED FOR:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



7/23

/202

1 10

:39:

04 P

M

GREENSPANRESIDENCE



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






JOB NUMBER:


PHONE: 302-703-1770


Scale

Date

Drawn By

Checked By

Project Number

REVISIONS

ISSUED FOR:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



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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



(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


(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


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






JOB NUMBER:


PHONE: 302-703-1770


Scale

Date

Drawn By

Checked By

Project Number

REVISIONS

ISSUED FOR:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



7/23

/202

1 10

:39:

04 P

M

GREENSPANRESIDENCE



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






JOB NUMBER:


PHONE: 302-703-1770


Scale

Date

Drawn By

Checked By

Project Number

REVISIONS

ISSUED FOR:





GENERAL CONTRACTOR:


p. 410.352.5681 f. 410.352.5684



7/23

/202

1 10

:39:

04 P

M

GREENSPANRESIDENCE



SCHEDULES& GENERALNOTES

1/4" = 1'-0"

Documents

GREENSPAN RESIDENCE Sheet Number Sheet Name