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#23 #21 COVERSHEET C A3.1 Sections A3.2 Sections A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement Scope of Work S1.2 Second Flr. Plan and Third Flr. & Roof Framing E1.0 Basement Floor Electrical & Lighting Plan E1.1 First Floor Electrical & Lighting Plan E1.2 Second Floor Electrical & Lighting Plan E1.3 Third Floor Electrical & Lighting Plan C Cover Sheet and Code SP1.1 Site Plan RD1.1 Existing Floor Plans A1.0 Basement Floor Plan - See E1.0 A1.1 First Floor Plan A1.2 Second Floor Plan A1.3 Third Floor Plan A1.4 Roof Plan A2.1 East Elevation Before and After A2.2 West Elevation Before and After A2.3 North Elevation Before and After A2.4 South Elevation Before and After CONTRACT DOCUMENT NOTES ATELIER 11, LTD 11 South Aurora Street Easton, Maryland 21601 Phone 410-822-3680 Fax 410-819-0005 Email: [email protected] GENERAL INFORMATION ABBREVIATIONS ARCHITECT SYMBOL LEGEND MATERIALS LEGEND BRICK GRAVEL CONCRETE CMU EARTH OR FILL INSULATION (LOOSE OR BATTS) PLASTER OR GYPSUM WALL BOARD (IN SECTION) PLYWOOD REINFORCING WOOD (BLOCKING) WOOD (FINISHED) WOOD (FRAMING) STEEL BUILDING SECTION DESIGNATION REFERENCE DRAWING NUMBER A A-5 LEVEL LINE ELEV. -4" 1 DOOR NUMBER 9 A-3 DETAIL NUMBER REFERENCE DRAWING NUMBER 2 A-5 A B C D INTERIOR ELEVATION NUMBER REFERENCE DRAWING NUMBER HIDDEN LINE-CONDITION ABOVE OR BELOW SECTION CUT HIDDEN LINE ABOVE OR BELOW SECTION CUT CENTER LINE WINDOW LETTER C EXISTING WALL DRAWING INDEX COLUMN LINE I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Maryland, license number 10465, license issued March 1996. Lauren B. Dianich, AIA, NCARB Atelier 11, Ltd. 1. IBC 2012, as amended by the State of Md. and Talbot County. 3. International Electrical Code, 2012 edition, as required by Article 38A, §60. 4. International Mechanical Code as amended by COMAR 09.15.05. 5. The International Plumbing Code, as amended by COMAR 09.20.01. 6. Energy Conservation based on portions of IBC concerning energy conservation standards. 7. Fire Code based on COMAR 29.06.01 and Article 38A, Annotated Code of Md. 8. Talbot County Zoning Ordinance and amendments, latest edition. PROFESSIONAL CERTIFICATION CODES COMPLIANCE OWNER Architectural Set PROJECT SCOPE The project consists of minor renovations to 23 S. Harrison St. and more extensive renovations to 21 S. Harrision St. An addition between the buildings will join the buildings, create one lot, and create a new west entry from the parking. New siding, roofing, and replacement windows are included. Reframing of the east portion of 21 is planned to remedy the inadequate repairs over time. New footings will reduce the weight on the #21 exterior basement walls & will support new floor framing. Landscaping, pavers in the parking lot, and walkways and terraces are include. GENERAL CONTRACTOR NEW WOOD FRAME WALL OR INFILL WITH 1/2" GWB NEW 2x2 WOOD FURRING WITH 1/2" GWB NEW 1HR FIRE RESISTANCE RATED WALL FRAMING WhiteOak Group 21 & 23 Addition/Renovation WhiteOak Group 23 S. Harrison Street Easton, MD 21601 23 S. Harrison, Easton, MD 21601 Commercial Map 0104 Grid 000EA, Parcel 1524 NEW WALL 2x6 FRAME WALL FOR PLUMBING / DRYER VENTING VENT REVISION (DATE OF REVISION) 2 DAY/MONTH/YR. DOOR NOMENCLATURE 3068 -- 3'-0" WIDE X 6'-8" TALL 21066 -- 2'-10" WIDE X 6'-6" TALL NOTICE TO CONTRACTORS All Contractors and/or their Subcontractors performing the work on the project premises shall be responsible for initiating, maintaining, and supervising a reasonably prudent safety program including, but not limited to the isolation of work areas and the prompt removal of any debris or tools, which might endanger other workers and/or occupants. 1. The Contract Documents includes the Architectural Set drawings. The Contract Documents are complimentary to each other and are to be coordinated with and used in combination to obtain complete construction information. Any information conflicts are to be brought to the attention of Atelier 11, Ltd. before proceeding with any work. 2. All Record Document set of plans and elevations are drawn showing walls plumb and roof and floor level and does not indicate settlement or any deterioration. Dimensions in the Contract Documents may vary from existing and require field verification before proceeding with work. The General Contractor is responsible for site verifying all areas affected by construction. 3. If the General Contractor or any subs or trades require additional explanation for intended work, the General Contractor shall submit in writing a Request for Supplemental Instructions to Atelier 11, Ltd. No changes to intended work shall occur without written authorization from Atelier 11, Ltd. Failure to obtain written authorization shall invalidate any claim for additional compensation. 4. The Contract Documents with the most current date or dates represents the latest information available and supersedes and replaces, all previous documents, drawings, details, information, and features unless specifically stated in writing by Atelier 11, Ltd. Upon receipt, the General Contractor is responsible for distribution of the most current documents to all of his subcontractors and applicable personnel. @ A.C. A.F.F. ALUM. ALT. ANOD. BD. B.F.F. BLDG. BOT. B.S. B.V. C CAB. CPT. [ CLG. CLOS. C.T. COL. CONC. CONT. C.M.U. C.J. CSK. D DBL. DET. DIA. ø DR. D.S. D.W. D.H. DWG. E.J. ELEV. ELEC. EPS. EQ. E.W. EXP. FIN. F.P. F.D. FLG. FT. FTG. F.P.H.B. GA. GL. G.S. GWB HT. H.W. H.W.H. I.D. INSUL. LAM. AT OR AT EACH IR CONDITIONER ABOVE FIRST FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BELOW FIRST FLOOR (SUBFLOOR) BUILDING BOTTOM BOTH SIDES BLOCK VENT CENTER LINE CABINET CARPET CHANNEL CEILING CLOSET CERAMIC TILE COLUMN CONCRETE CONTINUOUS CONCRETE MASONRY UNIT CONSTRUCTION JOINT COUNTERSINK DEPTH DOUBLE DETAIL DIAMETER DIAMETER DOOR DOWNSPOUT DISHWASHER DOUBLE HUNG DRAWING EXPANSION JOINT ELEVATION ELECTRICAL EXPANDED POLYSTYRENE EQUAL EACH WAY EXPANSION FINISHED FIREPROOF FLOOR DRAIN FLOORING FOOT/FEET FOOTING FROSTPROOF HOSE BIB GAUGE, OR GAGE GLASS GRAVEL STOP GYPSUM WALL BOARD HEIGHT HOT WATER HOT WATER HEATER INSIDE DIAMETER INSULATION LAMINATED OR LAMINATE LAV. LT. LB. MAS. MAX. MECH. M.O. MTL. MIN. M.S. W.R. N.I.C. # O.C. OPG. OPP. O.H. PTD. PLAS. P. LAM PL P.T. PVB. PVC. R RM. REF REQ’D RES. REV. S.S. RM. R.O. Rx S.C. SCHED. SHT. SIM. SQ.FT. SPEC. STD. STL. STOR. STRUCT. T. TEMP. T&G THRESH. TYP. UL W.C. W.P. WDW. WD. W/ WR WWF LAVATORY LIGHT OR LIGHTING POUND MASONRY MAXIMUM MECHANICAL MASONRY OPENING METAL MINIMUM MOP SINK WATER RESISTANT NOT IN CONTRACT NUMBER OR POUND ON CENTER OPENING OPPOSITE OVERHEAD PAINTED PLASTER PLASTIC LAMINATE PLATE PRESSURE TREATED POLYVINYL BARRIER POLYVINYL CHLORIDE RADIUS ROOM REFER, REFERENCE REQUIRED RESILIENT REVERSE STAINLESS STEEL ROOM ROUGH OPENING Remove SOLID CORE SCHEDULE SHEET SIMILAR SQUARE FEET SPECIFICATION(S) STANDARD STEEL STORAGE STRUCTURAL TREAD OR TOE TEMPERATURE TONGUE AND GROVE THRESHOLD TYPICAL UNDERWRITERS LABORATORY WATER CLOSET WATERPROOF WINDOW WOOD WITH WATER RESISTANT WELDED WIRE FABRIC L 21 and 23 S. Harrison Street Easton, Maryland 21601 WhiteOak Group Drawn by: AV January 02, 2013 SCALE: AS NOTED Architect's Seal These drawings, design, and construction features disclosed are proprietary to Atelier 11, Ltd. and shall not be reused in whole or in part without the express written permission of Atelier 11, Ltd. COPYRIGHT © 2012 BY ATELIER 11, LTD. www.atelier11architecture.com A T E L I E R 11 A R C H I T E C T U R E 11 South Aurora Street . Easton, Maryland 21601 410.822.3680 CONSTRUCTION SET JOB # 1225 Addendum Dec 12,2012 Checked by: LBD
Transcript
Page 1: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement

#23 #21

COVE

RSHE

ET

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A3.1 SectionsA3.2 Sections A4.1 Flashing Details

S1.1 First Floor Plan Framing & Basement Scope of WorkS1.2 Second Flr. Plan and Third Flr. & Roof Framing

E1.0 Basement Floor Electrical & Lighting PlanE1.1 First Floor Electrical & Lighting PlanE1.2 Second Floor Electrical & Lighting PlanE1.3 Third Floor Electrical & Lighting Plan

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C Cover Sheet and CodeSP1.1 Site Plan

RD1.1 Existing Floor Plans

A1.0 Basement Floor Plan - See E1.0A1.1 First Floor PlanA1.2 Second Floor PlanA1.3 Third Floor PlanA1.4 Roof Plan

A2.1 East Elevation Before and AfterA2.2 West Elevation Before and AfterA2.3 North Elevation Before and AfterA2.4 South Elevation Before and After

CONTRACT DOCUMENT NOTES

ATELIER 11, LTD11 South Aurora StreetEaston, Maryland 21601Phone 410-822-3680Fax 410-819-0005

Email: [email protected]

GENERAL INFORMATION

ABBREVIATIONS

ARCHITECT

SYMBOL LEGEND MATERIALS LEGEND

BRICK

GRAVEL

CONCRETE

CMU

EARTH OR FILL

INSULATION(LOOSE OR BATTS)

PLASTER OR GYPSUMWALL BOARD (IN SECTION)

PLYWOOD

REINFORCING

WOOD (BLOCKING)

WOOD (FINISHED)

WOOD (FRAMING)

STEEL

BUILDING SECTION DESIGNATIONREFERENCE DRAWING NUMBER

AA-5

LEVEL LINEELEV. -4"

1 DOOR NUMBER

9A-3

DETAIL NUMBERREFERENCE DRAWING NUMBER

2A-5

A

B

C

D INTERIOR ELEVATION NUMBERREFERENCE DRAWING NUMBER

HIDDEN LINE-CONDITIONABOVE OR BELOW SECTION CUT

HIDDEN LINEABOVE OR BELOW SECTION CUT

CENTER LINE

WINDOW LETTERCEXISTING WALL

DRAWING INDEX

COLUMN LINE

I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Maryland, license number 10465, license issued March 1996.

Lauren B. Dianich, AIA, NCARBAtelier 11, Ltd.

1. IBC 2012, as amended by the State of Md. and Talbot County.3. International Electrical Code, 2012 edition, as required by Article 38A, §60.4. International Mechanical Code as amended by COMAR 09.15.05.5. The International Plumbing Code, as amended by COMAR 09.20.01.6. Energy Conservation based on portions of IBC concerning energy conservation standards.7. Fire Code based on COMAR 29.06.01 and Article 38A, Annotated Code of Md.8. Talbot County Zoning Ordinance and amendments, latest edition.

PROFESSIONAL CERTIFICATION CODES COMPLIANCE

OWNERArchitectural Set

PROJECT SCOPEThe project consists of minor renovations to 23 S. Harrison St. and more extensive renovations to 21 S. Harrision St.An addition between the buildings will join the buildings, create one lot, and create a new west entry from the parking.New siding, roofing, and replacement windows are included.Reframing of the east portion of 21 is planned to remedy the inadequate repairs over time.

New footings will reduce the weight on the #21 exterior basement walls & will support new floor framing.Landscaping, pavers in the parking lot, and walkways and terraces are include.

!

GENERAL CONTRACTOR

NEW WOOD FRAMEWALL OR INFILL WITH 1/2" GWB

NEW 2x2 WOOD FURRING WITH 1/2" GWB

NEW 1HR FIRE RESISTANCE RATED WALL FRAMING

WhiteOak Group21 & 23 Addition/Renovation

WhiteOak Group23 S. Harrison StreetEaston, MD 21601

23 S. Harrison, Easton, MD 21601

CommercialMap 0104 Grid 000EA, Parcel 1524

NEW WALL

2x6 FRAME WALL FOR PLUMBING / DRYER VENTING

VENT

REVISION (DATE OF REVISION)2DAY/MONTH/YR.

DOOR NOMENCLATURE3068 -- 3'-0" WIDE X 6'-8" TALL21066 -- 2'-10" WIDE X 6'-6" TALL

NOTICE TO CONTRACTORSAll Contractors and/or their Subcontractors performing the work on the project premises shall be responsible for initiating, maintaining, and supervising a reasonably prudent safety program including, but not limited to the isolation of work areas and the prompt removal of any debris or tools, which might endanger other workers and/or occupants.

1. The Contract Documents includes the Architectural Set drawings. The Contract Documents are complimentary to each other and are to be coordinated with and used in combination to obtain complete construction information. Any information conflicts are to be brought to the attention of Atelier 11, Ltd. before proceeding with any work.

2. All Record Document set of plans and elevations are drawn showing walls plumb and roof and floor level and does not indicate settlement or any deterioration. Dimensions in the Contract Documents may vary from existing and require field verification before proceeding with work. The General Contractor is responsible for site verifying all areas affected by construction.

3. If the General Contractor or any subs or trades require additional explanation for intended work, the General Contractor shall submit in writing a Request for Supplemental Instructions to Atelier 11, Ltd. No changes to intended work shall occur without written authorization from Atelier 11, Ltd. Failure to obtain written authorization shall invalidate any claim for additional compensation.

4. The Contract Documents with the most current date or dates represents the latest information available and supersedes and replaces, all previous documents, drawings, details, information, and features unless specifically stated in writing by Atelier 11, Ltd. Upon receipt, the General Contractor is responsible for distribution of the most current documents to all of his subcontractors and applicable personnel.

@ A.C. A.F.F. ALUM. ALT. ANOD. BD. B.F.F.BLDG. BOT. B.S.B.V.CCAB.CPT.[CLG.CLOS.C.T.COL. CONC.CONT.C.M.U.C.J.CSK.DDBL.DET.DIA.øDR.D.S.D.W.D.H.DWG. E.J.ELEV.ELEC.EPS.EQ. E.W.EXP. FIN.F.P.F.D.FLG.FT.FTG. F.P.H.B.GA.GL.G.S.GWBHT. H.W.H.W.H.I.D.INSUL.LAM.

AT OR AT EACHIR CONDITIONERABOVE FIRST FLOORALUMINUMALTERNATEANODIZEDBOARDBELOW FIRST FLOOR (SUBFLOOR)BUILDINGBOTTOMBOTH SIDESBLOCK VENTCENTER LINECABINETCARPETCHANNELCEILINGCLOSETCERAMIC TILECOLUMNCONCRETECONTINUOUSCONCRETE MASONRY UNITCONSTRUCTION JOINTCOUNTERSINKDEPTHDOUBLEDETAILDIAMETERDIAMETERDOORDOWNSPOUTDISHWASHERDOUBLE HUNGDRAWINGEXPANSION JOINTELEVATIONELECTRICALEXPANDED POLYSTYRENEEQUAL EACH WAYEXPANSIONFINISHEDFIREPROOFFLOOR DRAINFLOORINGFOOT/FEETFOOTINGFROSTPROOF HOSE BIBGAUGE, OR GAGEGLASSGRAVEL STOPGYPSUM WALL BOARDHEIGHTHOT WATERHOT WATER HEATERINSIDE DIAMETERINSULATIONLAMINATED OR LAMINATE

LAV.LT.LB. MAS.MAX.MECH.M.O. MTL.MIN.M.S.W.R.N.I.C.#O.C.OPG.OPP.O.H.PTD. PLAS.P. LAMPLP.T.PVB.PVC.R RM.REFREQ’DRES.REV.S.S.RM.R.O.RxS.C.SCHED.SHT.SIM.SQ.FT.SPEC.STD.STL.STOR.STRUCT.T.TEMP.T&GTHRESH.TYP.ULW.C.W.P.WDW.WD.W/WRWWF!

LAVATORYLIGHT OR LIGHTINGPOUNDMASONRYMAXIMUMMECHANICALMASONRY OPENINGMETALMINIMUMMOP SINKWATER RESISTANTNOT IN CONTRACTNUMBER OR POUNDON CENTEROPENINGOPPOSITEOVERHEADPAINTEDPLASTERPLASTIC LAMINATEPLATEPRESSURE TREATEDPOLYVINYL BARRIERPOLYVINYL CHLORIDERADIUSROOMREFER, REFERENCEREQUIREDRESILIENTREVERSESTAINLESS STEELROOMROUGH OPENINGRemoveSOLID CORESCHEDULESHEETSIMILARSQUARE FEETSPECIFICATION(S)STANDARDSTEELSTORAGESTRUCTURALTREAD OR TOETEMPERATURETONGUE AND GROVETHRESHOLDTYPICALUNDERWRITERS LABORATORYWATER CLOSETWATERPROOFWINDOWWOODWITHWATER RESISTANTWELDED WIRE FABRIC

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January 02, 2013SCALE: AS NOTED

Architect's Seal

These drawings, design, and construction featuresdisclosed are proprietary to Atelier 11, Ltd. and shallnot be reused in whole or in part without the expresswritten permission of Atelier 11, Ltd.

COPYRIGHT © 2012 BY ATELIER 11, LTD.

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JOB # 1225

Addendum Dec 12,2012

Checked by: LBD

Page 2: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement
Page 3: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement
Page 4: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement
Page 5: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement

UTILIZE EXISTING

SIMPSON POST BASE TO ELEVATE POST BEYOND

OPEN AREA 4 SIDES

PLASTIC KEYLESSFIXTURE W/ CANDELABRALED BULB

MATCH EXACT NEWELDESIGN ON SITE

MATCH EXACT NEWELDESIGN ON SITE

ALUMINUM SPHERE

RAIL POST DESIGNScale: 1" = 1'-0"4

EXISTING CEDAR SIDING

EXISTING ASPHALT SHINGLES

EXISTING BRICK STEPSPARGED BRICK OR CMU

A2.1

EAST

ELE

VATI

ON

AFTER

REPLACE EXISTING SHINGLES WITH COMPOSITE CEDAR SHINGLES OVER 15# BUILDING PAPER

EXISTING PARGED TO BE REPARGED WITH STUCCO LOOK

REPLACE ALL EXISTING GUTTERS WITH K STYLE SEAMLESS ALUMINUM GUTTERS TO MATCH TRIM COLOR

REPLACE EXISTING ALUMINUM SIDINGWITH COMPOSITE CEDAR SHINGLES

OVER 15# BUILDING PAPER

NEW FLAT ROOF WITH MEMBRANEROOFING-NOT-IN VIEW OF PEDESTRIAN

EXISTING POST TO BE REPLACED WITH NEW COLUMN TO MATCH PROPOSED PILASTERSNEW BRICK PIER AND FOOTING BELOW

REPLACE EXISTING NON-CONTRIBUTING PICTUREWINDOW WITH 3'0" x 5'-5"DOUBLE HUNG WINDOW

REBUILD DAMAGED BRICK STEPSW/NEW LAYER OF BRICK

NEW METAL HANDRAILSEE 3/A2.1 RECLAIMED TERRA COTTA

PANELS RECESSED INTO BRICK

CLAD WINDOW SYSTEM

BEFORE

#23 #21

ILLUMINATED NEWEL POSTSSEE DETAIL 4/A2.1

SDL PICTURE WINDOW TO REPLACEEXISTING PICTURE WINDOW

0 5 10 15 20 FT

SCALE 1/8" = 1'0"

#21 ONLYREMOVE EXISTING ASPHALT SHINGLES, CEDAR SHINGLES, AND LATHE.ADD NEW 5/8" ROOF SHEATHING, 15# BUILDING PAPER, AND NEW 30 YEAR ARCHITECTURAL SHINGLES.PRICE FIRE RESISTANT PLYWOOD AS ALTERNATE

SIGNAGE, ATTACHMENT, AND WIRING PROVIDED BY OTHERS

SEE DETAIL 5/A2.1 FOR SIGNAGE

7'-4 3/4"NEW CONNECTING

HYPHEN

REPLACE EXISTING 9 LITECROSSBAR DOORS WITH 3/4

LIGHT DOOR

EX EX EX

EX

NC NCNC

NCNCNC

NEWNEW

NEW 4'0" W x 5'-6" SDL 6LITE WINDOW ON PORCH

(NOT SHOWN)

NEW

WINDOW LEGEND:

EX EXISTING WINDOW TO BE REPAIRED & RETAINED

R REPLACEMENT WINDOW IN EXISTING LOCATION

NC NO CHANGE, NO REPAIR

NEW NEW UNIT IN NEW OPENING

EX EX EXEXISTING ROOFING TO REMAIN ON #23

SIGN

MAILREPAINT RAILS

NEW BRICK FACING ON EXISTINGMASONRY BASE

PATCH/REPLACE CORNER ONLY

EXISTING SOFFIT TO REMAIN

NEW DIRECTIONAL SIGNAGESUPPLIED & INSTALLED BY OWNER

MAILBOX SUPPLIED BY OWNER &INSTALLED BY GC

SIGNAGE DETAIL5

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January 02, 2013SCALE: AS NOTED

Architect's Seal

These drawings, design, and construction featuresdisclosed are proprietary to Atelier 11, Ltd. and shallnot be reused in whole or in part without the expresswritten permission of Atelier 11, Ltd.

COPYRIGHT © 2012 BY ATELIER 11, LTD.

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Checked by: LBD

EXAMPLE PHOTO OF METAL RAIL DETAIL1

3'-0

"

TYPICAL POST

TYPICAL HANDRAIL

EAST RAILScale: 1/2" = 1'-0"3

3'-0

"

1" x 1" SQUARE STEEL POST - TYPICAL

TYPICAL HANDRAIL 1 1/2" x 3/8" FLAT STEEL

WEST RAIL-TYPICAL DETAILSScale: 1/2" = 1'-0"2

3'-0

"

3'-0

"

Page 6: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement

NEW 10" PVC BAND BOARD

REPLACEMENT SASHES TO CREATECASEMENT WINDOW

EXISTING SIDING TO BE REPLACEDWITH CEDAR SHINGLES

TYPICAL WEST FACADE:TWO OVER TWO SASHES TO

REPLACE EXISTING WINDOW SASH

NEW DORMER

NEW POSTS

AC UNIT

BEFORE

A2.2

WES

T EL

EVAT

ION

REMOVE STAIRS

0 5 10 15 20 FT

SCALE 1/8" = 1'0"

SILL AZM-6930 HISTORIC SILL

INTEGRATED DRIP EDGE BYAZEK OR EQUAL

ALL TRIM TO BE PVC-S4S SURFACED FOUR SIDES

5/4 x 4 PVC

5/4 x 4 PVC W/ DRIP EDGE

MATCH ADJACENT WINDOW TRIMSOME PROFILES WILL BE SMALLER THAN SHOWN ON THIS DRAWING

5/4 x 4 PVC

Typical Window DetailScale: 1/2" = 1'

3A2-2

EXISTING SIDING TO BE REPLACED WITH CEDAR SHINGLES

NEW FRAME WALL BUILT OVER EXISTING WALL TO CONCEAL CONDUIT

AFTERNEW ARBOR TO CONCEAL NON-CONFORMING WINDOWS, OFFSET FROM WALL SEE 5/S1.1

PROPOSED WINDOW TO BALANCE EXISTING FACADE

INFILL DOOR WITH SIDING

FENCING TO CONCEAL RECYCLING & TRASH

REMOVE EXISTING ASPHALT SHINGLES, CEDAR SHINGLES, AND LATHE.ADD NEW 5/8" ROOF SHEATHING, 15# BUILDING PAPER, AND NEW 30 YEAR ARCHITECTURAL SHINGLES.PRICE FIRE RESISTANT PLYWOOD AS ALTERNATE

EX EX

R

R

R

NEW NC

NC

W H I T E O A KG R O U P

SEE 2/A2.1 FOR METAL RAIL

CRICKET FLASHED TO SIDE WALLS AND #23 ROOF

NEW ARBOR W/ WIRES TO SUPPORT IVY OR TRUMPET VINE

CAP CHIMNEY W/ BLUESTONE OR CAST CONCRETEAPPLY SILOXANE BRICK SEALER

LETTERING ON GLASS BY OWNER

SEE 1/A1.1 FOR FENCING4/S1.1

CONNECTING DORMER WITH SIDING

NEW 2 STORY GLASS HYPHEN RECESSEDFROM #21 & #23 FACADES

FRENCH STYLE DOOR W/NARROWSTILES, MATCHING SIDELIGHT AND

TRANSOM. CLAD EXTERIOR PAINTEDWOOD INTERIOR

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January 02, 2013SCALE: AS NOTED

Architect's Seal

These drawings, design, and construction featuresdisclosed are proprietary to Atelier 11, Ltd. and shallnot be reused in whole or in part without the expresswritten permission of Atelier 11, Ltd.

COPYRIGHT © 2012 BY ATELIER 11, LTD.

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Addendum Dec 12,2012

Checked by: LBD

MA

X

X

TERRACE LEVEL

2 X 4 CEDAR STK FRAME

Plant Arbor @ #23 West FacadeGRAVEL

EYE HOOK AT TOP STKCEDAR 2 X 4 BOARD

EYE HOOK AT BOTTOM BOARD

WIRE STRETCHED TAUTBETWEEN HOOKS

NEW WALL BUILT OVER EXISTING WALL

2 x 2 CEDAR ACCENTS @ 16" oc

2 x 4 TREATED LEDGER w/WALLFLASHING ABOVE

EYE HOOK AT 24" SPACINGW/ WIRE STRETCHED TAUT

2 X 4 CEDAR STK VERTICAL FRAME@6'-0" OC

TREATED OFF SET AND TREATED LEDGER BOARD

See 5/S1.1

Page 7: C Cover Sheet and Code A3.1 Sections A3.2 Sections A4.1 ...23sharrisonstreet.com/uploads/1/2/6/1/126180229/23... · A4.1 Flashing Details S1.1 First Floor Plan Framing & Basement

BEFORE

0'0"

EAST FINISH 1ST FLOOR

10'3"

EAST FINISH 2ND FLOOR

19'0"

FINISH 3RD FLOOR/ EAVE

FINISH 1ST FLOOR

0'0"

FINISH 2ND FLOOR

10'3"

FINISH 3RD FLOOR/ EAVE

19'0"

A2.3

NORT

H EL

EVAT

ION

BUILDING BEYOND

PROPOSED ENTRY ROOF W/MEMBRANE

0 5 10 15 20 FT

SCALE 1/8" = 1'0"

SEE LANDSCAPE PLAN FOR PLANTINGS EXISTING STUCCO TO BE REPARGED W/ STUCCO LOOK

EXISTING PARGED BRICK OR CMU

REMOVE EXISTING ASPHALT SHINGLES, CEDAR SHINGLES, AND LATHE.ADD NEW 5/8" ROOF SHEATHING, 15# BUILDING PAPER, AND NEW 30 YEAR ARCHITECTURAL SHINGLES.PRICE FIRE RESISTANT PLYWOOD AS ALTERNATE

AFTER

NEW DORMER W/ BEARING HEIGHT SET AT 7'-0" FROM LANDING

MATCH EXISTING DORMER TRIM

TYPICAL REPLACEMENT WINDOW 3/A2.2

REPLACE EXISTING SHINGLES WITH COMPOSITE CEDAR SHINGLES

PROPOSED NEWEL POST SEE A2.1

EX

EXR R R

RR

NC

NC

REPAINTED EXISTING DOOR

NEW SHINGLE ROOF OVER 15# BUILDING FELT OVER 5/8" EXTERIOR GRADE PLYWOOD

CAP CHIMNEY AND COAT BRICK W/SILOXANEWATER REPELLENT

MEMBRANE ROOF

TYPICAL TRIMCLEAR CEDAR OR PVC @ RETURNS

NEW PVC BAND BOARD

SEE HVAC PLAN FOR NEW UNIT SIZE & LOCATION - PRICE FENCING AS ALTERNATE

ARBOR POST

5S1.1

0'-0"

WEST FINISH 1ST FLOOR

9'-5"

WEST FINISH 2ND FLOOR

21 a

nd 2

3 S.

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Drawn by: AV

January 02, 2013SCALE: AS NOTED

Architect's Seal

These drawings, design, and construction featuresdisclosed are proprietary to Atelier 11, Ltd. and shallnot be reused in whole or in part without the expresswritten permission of Atelier 11, Ltd.

COPYRIGHT © 2012 BY ATELIER 11, LTD.

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JOB # 1225

Addendum Dec 12,2012

Checked by: LBD


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