FIRST CONGREGATIONAL CHURCH IN WINCHESTER, UCC · rh - right hand rm - room ro - rough opening m...

G-100

COVER SHEET

FIRST CONGREGATIONAL CHURCH IN WINCHESTER, UCC

21 CHURCH STREET, WINCHESTER, MA 01890

DRAWING LIST

ARCHITECTURAL (10-05-2018)

G-100 COVER PAGE

D-100 DEMOLITION SANCTUARY LEVEL PLAN

A-100 CHAPEL FLOOR PLAN

A-200 INTERIOR ELEVATIONS

A-201 INTERIOR ELEVATIONS

A-401 REFLECTED CEILING/LIGHTING/POWER PLAN

A-500 END WINDOW ELEVATIONS

A-501 END WINDOW DETAILS

A-502 DOOR 102 DETAILS

A-503 DOOR 100 DETAILS

A-504 DETAILS

A-700 SCHEDULES

STRUCTURAL (10-05-2018)

S-100 STRUCTURAL DETAILS

A-000

#

#

#

#

A-000

#

A-000

#

A-000

#

0

0

000ROOM

0

0

ELEVATION± 0'-0"

0

A-000

#

SYMBOL KEY

ELEVATION DATUM LABEL

ELEVATION MARK

INTERIOR ELEVATION MARK

SECTION MARK

DETAIL MARK

DETAIL CALLOUT

ROOM TAG

KEYNOTE TAG

WINDOW TAG

DOOR TAG

REVISION TAG

WALL TAG

COLUMN BUBBLE

NORTH ARROW

CUT LINE

NEW CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

1

WW - WESTW/ - WITHWC - WATER CLOSETWD - WOODWDW - WINDOWWH - WALL HUNGWID - WIDTHW/O - WITH OUTWWF - WELDED WIRE FABRIC

SS - SOUTHSCHED - SCHEDULESECT - SECTIONSF - SQUARE FEETSHT - SHEETSIM - SIMILARSQ - SQUARESS - STAINLESS STEELSTD - STANDARDSTL - STEELSTOR - STORAGESTRUCT - STRUCTURALSUSP - SUSPENDEDSYM - SYMMETRICAL

U,VUNFIN - UNFINISHEDUON - UNLESS OTHERWISE NOTEDVAC - VACUUMVB - VAPOR BARRIERVCT - VINYL COMPOSITE TILEVERT - VERTICALVEST - VESTIBULEVIF - VERIFY IN FIELD

TT - TREADTEL - TELEPHONET & G - TONGUE AND GROOVETHK - THICK(NESS)TOC - TOP OF CURBTOW - TOP OF WALLTV - TELEVISIONTYP - TYPICAL

PPERF - PERFORATEDPERP - PERPENDICULARPL - PLATEP LAM - PLASTIC LAMINATEPLYWD - PLYWOODPNL - PANELPR - PAIRPT - PRESSURE-TREATEDPTD - PAINTEDPVC - POLYVINYL CHLORIDE

N/ON - NORTHN/A - NOT APPLICABLENIC - NOT IN CONTRACTNOM - NOMINALNRC - NOISE REDUCTIONCOEFFICIENTNTS - NOT TO SCALEOC - ON CENTEROD - OUTSIDE DIAMETEROPP - OPPOSITE HANDOPNG - OPENINGOVHD - OVERHEAD

MIN - MINIMUMMO - MASONRY OPENINGMTD - MOUNTEDMTL - METAL

Q,RQTY - QUANTITYRA - RETURN AIRRD - ROOF DRAINREF - REFRIGERATORREFL - REFLECT(ED)(IVE)REINF - REINFORCE(D)(ING)REQD - REQUIREDRET - RETURN, OR RETAININGREV - REVISION, REVISEDRH - RIGHT HANDRM - ROOMRO - ROUGH OPENING

MMACH - MACHINEMATL - MATERIALMECH - MECHANICALMED - MEDIUMMFR - MANUFACTURERMH - MANHOLE

LLAM - LAMINATELAV - LAVATORYLH - LEFT-HANDLL - LIVE LOADLT - LIGHTLT WT - LIGHT WEIGHT

I,J,KID - INSIDE DIAMETERINCL - INCLUDEDINSUL - INSULATION,INSULATE(D)INT - INTERIORJAN - JANITORK/O - KNOCKOUTK/D - KNOCKDOWN

HHCP - HANDICAPPEDHDR - HEADERHD - HEAVY DUTYHDWD - HARDWOODHDWR - HARDWAREHGT - HEIGHTHM - HOLLOW METALHORIZ - HORIZONTALHTG - HEATINGHVAC - HEATING / VENTILATION /AIR CONDITIONINGHYD - HYDRANT

GGA - GAUGEGALV - GALVANIZEDGC - GENERAL CONTRACTORGL - GLASSGWB - GYPSUM WALL BOARDGYP - GYPSUM

EE - EASTEL - ELEVATIONELEC - ELECTRICALELEV - ELEVATORENCL - ENCLOSUREENTR - ENTRANCEEPS - EXPANDED POLYSTYRENE INSULATION BOARDEQ - EQUALEQUIP - EQUIPMENTEST - ESTIMATEDETR - EXISTING TO REMAINEXIST - EXISTINGEXP - EXPANSIONEXT - EXTERIOR

FFA - FIRE ALARMFD - FLOOR DRAINFNDN - FOUNDATIONFE - FIRE EXTINGUISHERFF- FINISHED FLOORFIN - FINISHEDFIXT - FIXTUREFLR - FLOORFLEX - FLEXIBLEFLR - FLOORINGFLUOR - FLUORESCENTFRP - FBRGLSS RNFRCD PLSTCFTG - FOOTINGFT-FIRE TREATED

DD - DEPTHDA - DOUBLE ACTINGDET - DETAILDF - DRINKING FOUNTAINDIAG - DIAGONALDIA - DIAMETERDIM - DIMENSIONDIV - DIVISIONDMH - DRAIN MANHOLEDN - DOWNDR - DOORDWG - DRAWING

ABBREVIATIONS:AA/C - AIR CONDITIONINGACT - ACOUSTICAL CEILING TILEADD - ADDENDUMADJ - ADJACENTAFF - ABOVE FINISH FLOORALT - ALTERNATEALUM - ALUMINUM< - ANGLEANOD - ANODIZEDARCH - ARCHITECTURALAUTO - AUTOMATIC

BBIT - BITUMINOUSBLDG - BUILDINGBLKG - BLOCKINGBOT - BOTTOMBRG - BEARINGBSMT - BASEMENTBTWN -BETWEENBVL - BEVELED

CCAB - CABINETCCTV - CLOSED CIRCUIT TVCLG - CEILINGCLOS - CLOSETCLR - CLEARANCE, CLEAR ℄ - CENTERLINECMU - CONCRETE MASONRY UNITCTR - CENTERCOL -COLUMNCONC - CONCRETECONN - CONNECTIONCONT - CONTINOUSCJT - CONTROL JOINTCORR - CORRIDORCT - CERAMIC TILE GENERAL NOTES

1. ALL CONSTRUCTION IS TO MEET OR EXCEED ALL APPLICABLE STATE AND LOCAL CODES.

2. ALL REQUIRED INSURANCE, PERMITS AND CERTIFICATE OF OCCUPANCY SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.

3. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING DIMENSIONS AND ELEVATIONS IN THE FIELD. THE CONTRACTOR

SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY FIELD CONDITION UNCOVERED

DURING CONSTRUCTION THAT IS UNFORESEEN OR NOT CONSISTENT WITH THE PLANS OR THAT WILL IMPAIR LAYOUTS OR

ATTACHMENTS OF FINISHES.

4. THE CONTRACTOR SHALL SUBMIT A BAR CHART SCHEDULE INDICATING MAJOR AND CRITICAL PORTIONS OF THE WORK. THIS

SCHEDULE SHALL BE ADHERED TO AND UPDATED REGULARLY.

5. THE CONTRACT DOCUMENTS ARE INTENDED TO AGREE. WHERE A CONFLICT OCCURS, THE HIGHER QUALITY OR GREATER

QUANTITY SHALL GOVERN AND BE REQUIRED.

6. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA OR CONDITION APPLY TO OTHER SIMILAR AREAS OR

CONDITIONS UNLESS OTHERWISE NOTED.

7. ALTHOUGH THE CONTRACT DOCUMENTS REFER TO VARIOUS CONSTRUCTION METHODS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR AND THE SOLE JUDGE OF WHICH MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES MAY BE SAFELY

AND SUITABLY USED TO EXECUTE THE WORK REQUIRED BY THE CONTRACT DOCUMENTS.

8. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF

CALLED FOR BY ALL. ANY WORK SHOWN OR REFEREED TO ON ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL

RELATED DRAWINGS.

9. THE USE OF THE WORDS "PROVIDE" AND "FURNISHED" IN CONNECTION WITH ANY ITEMS SPECIFIED IS INTENDED TO MEAN, UNLESS

OTHERWISE NOTED THAT SUCH ITEMS SHALL BE FURNISHED AND INSTALLED AND CONNECTED WHERE SO REQUIRED.

10. THE CONTRACTOR SHALL ESTABLISH THE GRADES, ELEVATIONS, LINES, LEVELS AND LOCATIONS OF ALL WORK, INCLUDING WORK

PERFORMED BY SUBCONTRACTORS.

11. THE CONTRACTOR SHALL FIELD MEASURE ALL CONDITIONS TO COORDINATE FIT AND FACILITATE SHOP DRAWING PREPARATION

FOR ALL TRADES. ANY INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.

12. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, AND FIXTURE CUTS TO THE ARCHITECT FOR APPROVAL.

ALL SHOP DRAWINGS AND CUTS SIGNED "NO EXCEPTION TAKEN SHALL SUPERCEDE ORIGINATING DRAWINGS ON DESIGN

APPEARANCE ONLY.

13. SHOP DRAWINGS ARE TO BE SUBMITTED FOR THE WORK OF ALL TRADES. SAMPLES AND CUT SHEETS ARE TO BE SUBMITTED FOR

ALL PRODUCTS AND MATERIALS.

14. THE CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS AND/OR CONSTRUCTION BARRIERS AS REQUIRED TO CONTAIN

CONSTRUCTION ACTIVITY TO MAINTAIN EGRESS PATHS FREE OF OBSTRUCTIONS AND TO ASSURE OCCUPANTS AND VISITORS ARE

PROTECTED FROM DEMOLITION AND CONSTRUCTION ACTIVITY.

15. DO NOT SCALE DRAWINGS. USE INDICATED OR CALCULATED DIMENSIONS.

16. ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL BE FIELD COORDINATED WITH THE WORK OF ENGINEERING

TRADES. INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING.

KEY PLAN

PROJECT

NORTH

75 Kneeland Street

Boston, MA 02111

617-227-1477

www.torreyarchitecture.com

Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT

No. Description Date

AS NOTED (FOR 22"X34" SHEET)

BID SET 10/05/2018

STRUCTURAL ENGINEER

Boston Building Consultants

241 A Street Suite 220

Boston, MA 02210

617-542-3933

RIPLEY CHAPEL

DN

102

CHAPEL

RIPLEY

100

VESTIBULE

101

LOBBY

103

CHANCEL

104

STAIRWAY

UP

DN

DN

ELEV.

DN

DN

REMOVE STEPS

REMOVE DOORS

AND FRAMES

REMOVE CHANCEL

WALL FINISHES AND

WOOD RISERS DOWN

TO QUARRY TILE

LEVEL

REMOVE DOORS

AND FRAMES IN

EXISTING OPENING

REMOVE EXISTING

WOOD ARCHED

DOORS-PROTECT

EXISTING WD DOOR

FRAMES

REMOVE EXISTING

MASONRY ALTAR

AND PLATFORM

REMOVE AND

SALVAGE EXISTING

RADIATORS FROM

BELOW WINDOW

NEW MASONRY

OPENING FOR

WINDOW AND CAST

STONE TRIM

LIMIT OF WORK

PROTECT EXISTING

TILE FLOORS TO

REMAIN

RIPLEY CHAPEL BELOW

ORGAN LOFT

ELEV.

REMOVE CURTAINS

PROTECT EXISTING

STAINED GLASS

WINDOWS, TYP.

EXISTING CEILING

BEAMS

PROTECT EXISTING

STAINED GLASS

WINDOWS, TYP.

D-101

SANCTUARY LEVEL

DEMOLITION PLAN

2

SCALE: 1/4"=1'-0"

DEMOLITION GROUND LEVEL PLAN

2' 4'0 8'

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

1

SCALE: 1/4"=1'-0"

DEMOLITION MEZZANINE LEVEL PLAN

DN

DN

UP

DN

DN

DN

102CHAPELRIPLEY

100VESTIBULE

101LOBBY

104STORAGE

103CHANCELEXISTING

105STAIR

102

100

104

105

A

A-5012

A-5023

UP

NEW BRONZEHANDRAILS

NEW WD. FLOORINGAT EXISTING STEPS

A-200

1

2

NEW ENCLOSUREFOR RELOCATED

RADIATORS

SPRINKLER RISERFROM BELOW

EXISTING STONE THRESHOLD

EXISTING QUARRY TILE FLOOR AND BASETO REMAIN - CLEAN AND RESEAL

NEW FLUSH ENTRY CARPET ATEXISTING RECESS

LIMIT OFWORK

NEW DOOR, FRAME ANDTHRESHOLD

NEW HARDWARE AT EXISTINGDOOR

EXISTING FLOORING ANDSTAIRS TO REMAIN; CLEAN ANDRESTORE FINISHES

NEW DOOR, FRAMEAND CASING

NEW WOODHANDRAILS ON

WALL BRACKETS

NEW ENGINEERED WOODFLOORING, GLUED DOWN

OVER EXISTING Q.T. FLOORPREPARED WITH SKIM-COAT

MORTAR AS REQUIRED BYTHE FLOORING SUPPLIER -

PROVIDE 7/16" GAP @ENTIRE PERIMETER,

COVERED BY QUARTERROUND @ EXISTING

BASEBOARD TO REMAIN

A-503

3

A-503

4

A-502 4

SPRINKLER RISERFROM BELOW

A-5047

REPAIR FLOOR TOMATCH EXISTING

CUSTOM EXTENDED WALLBRACKET AT DEEP SILL/SHELF

A-5043

A-5021

A-5031

A-201 13

A-201 24

B

PROVIDE ANDINSTALL SHELF AS

REQUIRED FORSOUND SYSTEM

72" Ø CERAMIC TILEMEDALLION PROVIDEDBY OWNER, INSTALLEDON EXISTING Q.T.

℄ CHANCELWINDOW

℄ BEAM ABOVE

005STAIR

LOWER

UP

EXTERIOR

KITCHEN

DN

005

3"1'-0"

1'-1

1"1'

-0"

NEW WOODHANDRAILS ON

WALL BRACKETS

PROVIDE PAVEDLEVEL LANDINGAND WALKWAY

FROM EXISTINGEXIT DOOR TO A

PUBLIC WAY

NOTES:1. GC TO COORDINATE WITH CHURCH'S SEPARATELY CONTRACTED STAINED GLASS COMPANY, SERPENTINO STAINED GLASS. WORK TO INCLUDE

REMOVAL OF EXISTING PLEXIGLASS EXTERIOR GLAZING, FRAMES AND SEALANTS, CLEANING OF GLASS INTERIOR AND EXTERIOR, AND WEATHERPROOFING WITH NEW GLAZING COMPOUND.

2. GC TO COORDINATE WITH CHURCH'S SEPARATELY CONTRACTED AUDIO-VISUAL COMPANY, SHANAHAN SOUND. WORK TO INCLUDE NEW SOUNDAMPLIFICATION SYSTEM, WIRING, AND CONTROLS. GC TO PROVIDE SUPPORT BLOCKING WHERE REQUIRED.

3. GC TO CONTRACT AND COORDINATE THE WORK OF A DESIGN-BUILD PLUMBING AND HEATING SUBCONTRACTOR FOR RENOVATED SPACES. SCOPEOF WORK AND PROPOSED LOCATIONS OF PIPING AND EQUIPMENT SHOWN ON THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT. GCSHALL COORDINATE THEIR FIELD CONFIRMATION, ENGINEERING AND REVISION AS REQUIRED FOR CODE CONFORMANCE. ARCHITECT TO REVIEW ALLSUBMITTALS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO THE WORK. GC TO COORDINATE REMOVAL OF DOUBLE RADIATOR BELOW EXISTINGWEST WINDOW AND REINSTALLATION ON SOUTH WALL OF CHANCEL. STEAM PIPING TO BE LOCATED IN KITCHEN BELOW, AT LOCATION APPROVED BYTHE CHURCH AND THE ARCHITECT.

4. GC TO CONTRACT AND COORDINATE THE WORK OF A DESIGN-BUILD FIRE-PROTECTION (SPRINKLER) SUBCONTRACTOR FOR RENOVATED SPACES.SCOPE OF WORK AND PROPOSED LOCATIONS OF PIPING AND DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGNINTENT. GC SHALL COORDINATE THEIR FIELD CONFIRMATION, ENGINEERING AND REVISION AS REQUIRED FOR CODE CONFORMANCE. ARCHITECT TOREVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO THE WORK.

5. GC TO CONTRACT AND COORDINATE THE WORK OF A DESIGN-BUILD ELECTRICAL AND FIRE ALARM SUBCONTRACTOR FOR THE RENOVATED SPACES.SCOPE OF WORK AND PROPOSED LOCATIONS OF WIRING AND DEVICES SHOWN ON THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGNINTENT. GC SHALL COORDINATE THEIR FIELD CONFIRMATION, ENGINEERING AND REVISION AS REQUIRED FOR CODE CONFORMANCE. ARCHITECT TOREVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO THE WORK.

A-101

CHAPELFLOOR PLAN

2

SCALE: 1/4"=1'-0"

GROUND LEVEL PLAN

2' 4'0 8'

75 Kneeland StreetBoston, MA 02111617-227-1477www.torreyarchitecture.com

Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER

Boston Building Consultants241 A Street Suite 220Boston, MA 02210617-542-3933

1

SCALE: 1/4"=1'-0"

LOWER LEVEL STAIR PARTIAL PLAN

ACOUSTICAL PANELSCENTERED ON EXISTING

BEAM COFFERS, TYP

PATCH EXISTING PLASTER ATREMOVED DOOR AND FRAME

REPAIR EXISTING PLASTERAT RADIATOR CAVITY

OPEN TOVESTIBULE

ALIGN TRIM

RESTORE ANDRE-LAMP EXISTINGPENDANT LIGHTS,

TYP

NEW OAK BASE BD. AT CHANCEL

NEW OAK DOOR CASING

REINSTALL EXISTING RADIATORINTAKE GRILLES AS REQUIRED

REPAIR AND REFINISH EXISTINGOAK BASEBOARDS, TYP

A-5046

A-5047

ACOUSTICAL PANELSBEHIND ARCHED OPENINGS

ELEC. OUTLETS,TYP

1'-6

"

℄

REPLACE OR IF FEASIBLE REPAIREXISTING RADIATOR AND PIPING

AT THIS LOCATION

REMOVE GRILLE,PATCH PLASTER TO

MATCH EXISTING

PROPOSED NEWSPRINKLER PIPES, PAINTED

PROPOSED NEWSPRINKLER PIPES,PAINTED

OAK RADIATORENCLOSURE WITHBRONZE GRILLES ATTWO RELOCATED60"W x 34"H ± CASTIRON RADIATORS

CLEAN ALL EXISTINGPAINTED AND VARNISHEDWOOD WORK AT CHAPEL

INTERIOR

CLEAN AND PAINT ALLEXISTING PLASTER ATCHAPEL INTERIOR

NEW OAKBASEBOARD

A-5045

CONTINUOUS OAK PICTUREMOULDING-ALIGN WITH

WINDOW SILLS

1/2" X 1 1/2"VERTICAL OAK TRIM

A-5046CONTINUOUS OAK

PICTURE MOULDING-ALIGNABOVE WINDOW SILLS

℄

A-5013

℄ WINDOW ANDRADIATORENCLOSURE

A-200

INTERIORELEVATIONS

1

SCALE: 1/4"=1'-0"

NORTH ELEVATION

2' 4'0 8'


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER


2

SCALE: 1/4"=1'-0"

SOUTH ELEVATION

EQ

.

EQ

.

℄

NEW SURFACE

EXIT SIGN WITH

CONCEALED

WIRING, TYP.

EXPOSED

SPRINKLER

PIPES, PTD

EXISTING OAK

BASEBOARD

OAK PICTURE RAIL

AND VERTICAL TRIM

TO MATCH AT

NORTH AND SOUTH

ELEVATIONS

EXISTING INTERIOR

WINDOWS TO

REMAIN

A-502

4

ALIGN

CHANCEL

CHAPEL

OPEN TO

BEYOND

EXISTING DOOR

W/ NEW

HARDWARE

1'-0"

A-504

2

OAK PICTURE RAIL

AND VERTICAL TRIM

NEW SURFACE

EXIT SIGN WITH

CONCEALED

WIRING, TYP.

SPRINKLER

PIPES, PTD

SPEAKER AND WIDE

SCREEN; ALIGN

WITH OPPOSITE

GC TO PROVIDE IN-WALL

BLOCKING AS REQUIRED

FOR MOUNTING BRACKETS

FOR VIDEO SCREEN AND

SPEAKERS SUPPLIED BY

OWNER'S AUDIO/SOUND

SUB-CONTRACTOR. ALL

WIRING CONCEALED

EQ. EQ.℄EQ. EQ.℄

A-500

1

NEW OAK

BASEBOARD

REPAIR/INFILL

EXISTING WALL

PLASTER TO

MATCH EXISTING

RADIATOR

ENCLOSURE

BEHIND

PROTECT

EXISTING STAINED

GLASS WINDOW

NEW WINDOW

SPRINKLER

PIPES AT SIDE

WALL

NEW LED LAMPS

AT EXISTING

LAMP HOLDER

FIXTURES

SPRINKLER RISER

AT CORNER

OPEN TO

BEYOND

NEW OAK

BASEBOARD

A-201

INTERIOR

ELEVATIONS

2' 4'0 8'

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

1

SCALE: 1/4"=1'-0"

EAST ELEVATION AT CHAPEL

3

SCALE: 1/4"=1'-0"

WEST ELEVATION AT CHAPEL

2

SCALE: 1/4"=1'-0"

EAST ELEVATION AT EXISTING CHANCEL

4

SCALE: 1/4"=1'-0"

WEST ELEVATION AT EXISTING CHANCEL

102

CHAPEL

RIPLEY

100

VESTIBULE

101

LOBBY

104

STORAGE

103

CHANCEL

EXISTING

105

STAIR

S

3D

S

3D P P

F1 F1

P

F1

P

F1

P

F1

P

F1

P

F1

P

F1

EXIST

EXIST

EXIST

@ DOOR

BELOW

P

F3

S

EXIST

EXIST

P

NEW LED LAMPS AT

EXISTING FIXTURES

NEW LED LAMPS AT F1

EXISTING PENDANT

FIXTURES, TYP

CONNECT NEW F3 TO

EXISTING SCONCE

FIXTURE SWITCHING;

WINONA #WFC4820-

PLUTEE-18DIA-OAE-BB

MOUNT NEW FIXTURE ON

EXTENDED DEPTH JUNCTION

BOX AT EXISTING ARCHED

PLASTER CEILING. CONCEAL

WIRING, PATCH PLASTER

SPRINKLER RISER

PROPOSED SIDEWALL

SPRINKLER HEADS

SURFACE MOUNTED ACOUSTICAL

PANELS AT CENTER OF EACH BAY,

TYP.

CLEAN ALL EXISTING

PAINTED AND VARNISHED

WOOD WORK AT CHAPEL

INTERIOR, TYP.

EXISTING SPRINKLER

HEADS AT STAIR TO

REMAIN - OR UPGRADE

IF REQUIRED

SPRINKLER

COVERAGE, TYP

NEW EMERGENCY LIGHTEXIST

102

CHAPEL

RIPLEY

100

VESTIBULE

101

LOBBY

104

STORAGE

103

CHANCEL

EXISTING

105

STAIR

DN

UP

DN

DN

ELEV.

DN

DN

LIMIT OF

WORK

POWER AS REQUIRED

FOR SOUND SYSTEM

GC TO COORDINATE

AV SPEAKER/TV JACKS

AND CONCEALED

WIRING; SUPPLIED

AND INSTALLED BY

OWNER'S AV/SOUND

SUBCONTRACTOR

REFLECTED CEILING PLAN KEY

STEM PENDANT LIGHT

FIXTURE

WALL FIXTURE/ SCONCE

P

SURFACE MOUNTED

LIGHT FIXTURE

EXIT SIGN

BATTERY POWERED

EXISTING LIGHT

EXPOSED SPRINKLER

RISER PIPE AND HEAD

ELECTRICAL PLAN KEY

EXISTING DUPLEX

RECEPTACLE

DUPLEX

RECEPTACLE

QUAD

RECEPTACLE

SPECIAL PURPOSE

RECEPTACLE

GROUND FAULT

INTERUPT

GFI

S

CABLE OUTLET

PHONE OUTLET

SMOKE DETECTOR

X

QUAD

RECEPTACLE

X

005

STAIR

LOWER

NEW EXIT

SIGN

NEW

EMERGENCY

EXIT LIGHT

NEW

EMERGENCY

LIGHT

A-401

REFLECTED CEILING/

LIGHTING/ POWER

PLAN

3

SCALE: 1/4"=1'-0"

POWER FLOOR PLAN

2' 4'0 8'

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

2

SCALE: 1/4"=1'-0"

REFLECTED CEILING / LIGHTING PLAN

1

SCALE: 1/4"=1'-0"

LOWER LEVEL STAIR PARTIAL RCP

A-501

1

A-501

2

1/8" CONTROL JOINT

AT GWB INFILL

FLUSH WITH WALL

ALIGN GLASS LINE

WITH STAINED

GLASS

NEW ALUM. CLAD WOOD

WINDOWS; PELLA

ARCHITECT SERIES

AWNING CUSTOM SIZED;

COMPOSITE ASSEMBLY

1/8" CONTROL JOINT

AT PLASTER INFILL

FLUSH WITH WALL

EXISTING WINDOW

TO REMAIN

FLUSH GWB

OPERABLE

FIXED

NEW OAK

BASEBOARD

A A A

B B B

S-100

2

GROUTED BEARING

BLOCK BEYOND

S-100

1

A-501

3

A-501

3

CLEAN EXISTING

CAST STONE

A-501

1

A-501

2

EXISTING STAINED GLASS

WINDOW TO REMAIN

NEW CAST STONE

HEADER SUPPORTED

ON STEEL PLATE

NEW CAST

STONE JAMB

BLOCKS

NEW

COMPOSITE

WINDOW

NEW CAST

STONE SILL

ALIGN

CLEAN EXISTING

CAST STONE SILL

3 1/2"

REPAIR EXISTING

STUCCO MATCH

EXISTING IN COLOR

AND TEXTURE

NOTES:

1. NEW CAST STONE TRIM AT

NEW WINDOW TO MATCH EXISTING

2. NEW CAST STONE TO BE

PROVIDED BY NORTHERN DESIGN

ARCHITECTURAL PRECAST & CAST

STONE OF LOUDON, NH

A A A

B B B

BEARING BLOCK

(DASHED BEYOND);

SEE S-100 FOR DETAILS

C10 (DASHED BEYOND);


HSS 5x5 (DASHED BEYOND);


EDGE OF OPENING

CUT IN WALL

1'-0

"

MORTAR JOINT

WITH FLASHING

S-100

3

END WINDOW

ELEVATIONS

20

A-500

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

2

SCALE: 1"=1'-0"

WEST WINDOW ELEVATION DETAIL (EXTERIOR)

1

SCALE: 1"=1'-0"

WEST WINDOW ELEVATION DETAIL (INTERIOR)

1

WINDOW SILL

9'-1 1/2"

B.O. STAINED GLASS

10'-1 1/2"

5/8" GWB FLUSH WITH WALL

10" CHANNEL; SEE S-100

5" X 5" STEEL TUBE;

SEE S-100

EXISTING CAST

STONE SILL

3/8" STEEL PLATE;

SEE S-100

LEAD THROUGH

WALL FLASHING

WITH 1/4" DRIP EDGE

RIGID FOAM INSULATION

NEW CAST

STONE HEADER

BEARING ON

STEEL PLATE

PROTECT EXISTING

CAST STONE

WINDOW FRAME

CONC. BEARING

BLOCK BEYOND;

SEE S-100

MORTAR JOINT

S-100

3

PROTECT EXISTING

STAINED GLASS

CHAPEL FLOOR

0'-0"

EXISTING Q.T. CHANCEL FLR.

± 1'-6"

WINDOW SILL

± 2'-1 3/4"

NEW CAST STONE

SILL WITH DRIP KERF

BACKER ROD AND

SEALANT JOINT

LEAD THROUGH

WALL FLASHING

AND DRIP EDGE

EXISTING STUCCO

AND MASONRY

BACKUP, PATCH AT

NEW OPENING

OAK PLYWD. SILL WITH

SQ. EDGE

TYP. OAK BASEBOARD

EXISTING STRUCTURE

1/2" PLYWD SHEATHING

WITH WEATHER

MEMBRANE

1"

NEW OVERLAY WD FLOOR

EXISTING QUARRY TILE

5/8" QUARTER ROUND TRIM

BELOW SILL EDGE

NEW CAST STONE JAMB, WIDTH TO

MATCH EXISTING FRAME OF EXISTING

WINDOW ABOVE; SEE ELEVATIONS

1/2" PLYWOOD SHEATHING WITH

WEATHER MEMBRANE

BACKER ROD AND SEALANT JOINT

WOOD BLOCKING

EXISTING CLAY TILE

EXISTING PLASTER

OAK PLYWOOD SILL;

SEE DETAIL 3/A-501

ALIGN CAST STONE JAMB

ALIGN STAINED GLASS

11

"

4"

OAK NOSING TO MATCH

AT STEPS

A-500

1

A-500

2

EXISTING STUCCO AND

MASONRY BACKUP,

PATCH AT NEW OPENING

EXISTING TERRA

COTTA BEARING

WALL

PROTECT EXISTING CAST

STONE WINDOW FRAME

EXISTING PLASTER;

PATCH AT NEW OPENING

STEEL SUPPORT BELOW;

SEE S-100

EXISTING STUCCO, PATCH

AT NEW OPENING

HSS 5x5;

SEE S-100

C10;

SEE S-100

PROTECT EXISTING

STAINED GLASS

CAST CONC. BEARING

BLOCK BELOW; SEE S-100

A-501

END WINDOW

DETAILS

2SCALE: 1 1/2"=1'-0"

NEW WINDOW DETAIL (LOWER)

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

1SCALE: 1 1/2"=1'-0"

EXISTING WINDOW DETAIL (UPPER)

3SCALE: 1 1/2"=1'-0"

SIDE WINDOW DETAIL

10 2

EXISTING WOOD FRAME OPENING

EXISTING QT BASE

A-5021

REPAIR EXISTINGPLASTER

3'-0

"

℄

2 3/

4"2

3/4"

NEW WD. FRAMEWITHIN EXISTINGDOOR OPENING

A-5022

102

A-5021

3'-0

"

A-5022

102

5'-4"

± 8 1/2"

2"

5 1/2" 1'-0 1/2" 4" 1'-0 1/2" 5 1/2"

0"

± 8 1/2"

1 1/2"1 1/2" 3'-4"

EXISTING OAK FRAMETO REMAIN

NEW OAK FRAME ANDSTOP WITHIN EXISTING

OAK DOOR FRAME

SIDELIGHT/TRANSOMTEMPERED GLASS

2" x 4 1/2" WD. FRAME

EXISTING STUD FORDOOR FRAME

WD. PANEL

EXISTING 3/4" PLASTER

RIPLEY CHAPEL 102

LOBBY 101

A-503

3

A-503

4

EXISTING OAK BASE

EXISTING Q.T. BASE

BRONZE THRESHOLD

NEW WD. FLOORING

TRANSOM WINDOW

10"

1'-1

1 1/

4"5

1/2"

1'-1

"

EXISTING PLASTER

EXISTING OAK FRAME

WD. PANEL

6'-8

"

2 1/

2"1'-3

1/2

"

3'-0

"

℄

RIPLEY CHAPELRIPLEY ENTRYCORRIDOR

LOBBY

NEW WOOD FLOORING

1:2 TRANSITION SLOPETHRESHOLD

EXISTING Q.T.

DOOR 102DETAILS

A-502


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER


4

SCALE: 1"=1'-0"

CHAPEL VIEW

3

SCALE: 1"=1'-0"

LOBBY VIEW

1

SCALE: 1 1/2"=1'-0"

CHANCEL DOOR DETAIL

2

SCALE: 1"=1'-0"

VERTICAL SECTION

EXIT

9 3/4"

1 3/4"

3'-4"

1 3/4"

9 1/2"

2"1 3/4"5'-6 1/2"

8 1/

4"1

3/4"

2'-2

"3'

-1"

2"3

1/4"

1 3/

4"3'

-0"

A-5031

3'-6

"

5" 5"

5"10

"

PROTECT EXISTINGQT BASE

AUTO-OPERATORACTUATOR PAD

AUTO-OPERATORSYSTEM WITHCONCEALED WIRING

REPAIR EXISTINGPLASTER JAMB

NEW OAK TRIM ATJAMB

A-5032

FLUSH ALUM. PANEL

FLUSH ALUM. PANEL

100

A-5051

AUTO-OPERATORACTUATOR PAD

ALUM. STOREFRONTFRAME

PVC FLAT TRIM ANDMOULDING

EXISTING STONEFACADE

3'-6

"

A-5032

EXISTINGSIGN

100

ACCESS KEYPADPROVIDED ANDINSTALLED BY

OWNER'S SECURITYSYSTEM

SUBCONTRACTOR

℄

SPECTIS MOULDINGMD1472 WITH SEALANTAT STONE PERIMETER

EXISTING STONE

EXISTING PLASTER

EXISTING WALL

POLYURETHANE TRIM

EXISTING BLOCKINGFOR DOOR FRAME

KAWNEER 451TFRAMING SYSTEM;

WIDE STYLE

OAK TRIM TO MATCHEXISTING PROFILE STAIN

TO MATCH HALLWAY

9 1/4"

2"

5" 2'-6" 5"

2"

9 1/4"

2"2" 3'-4"

± 5'-6 1/2"

EXTERIOR

INTERIOR

A-503

3

A-503

4

9" WIDE 1/4" HEIGHT, LOW PROFILEADA/MAAB ALUM-THRESHOLD TOSTRADDLE BETWEEN EXTERIORSTONE AND INTERIOR Q.T., FULLWIDTH AT EXTERIOR MASONRY

OPENING, TRIMMED AS REQUIREDFOR JAMBS

EXISTING Q.T. BASE

AUTO OPERATORACTUATOR PAD

REPAIREXISTINGPLASTER

NEW OAKTRIM

EXISTINGQ.T. BASE

9" WIDETHRESHOLD

A-503

DOOR 100DETAILS


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER


4

SCALE: 1"=1'-0"

ENTRANCE DOOR EXTERIOR VIEW

3

SCALE: 1"=1'-0"

ENTRANCE DOOR INTERIOR VIEW

1

SCALE: 1 1/2"=1'-0"

ENTRANCE DOOR DETAIL

2

SCALE: 1 1/2"=1'-0"

ENTRANCE DOOR VERTICAL SECTION

NEW BRONZE

HANDRAIL CAP:

JULIUS BLUM #4534

NEW OAK

BASEBOARD

NEW OAK BASE AND

STEP RISER

FLUSH OAK STRIP TO

MATCH NOSING/RISER

NEW OAK NOSING

LAMB'S TONGUE

AT TERMINATION:

JULIUS BLUM

BRONZE #4534-S

NEW WOOD

FLOORING

EXISTING OAK

BASEBOARD

NEW FLOORING

A-504

4

WD. QUARTER

ROUND NOSING,

TYP. @ EXISTING

BASEBOARD

1" SQUARE POSTS

SET BACK FROM END

OF HANDRAIL

NEW STEEL

HANDRAIL WITH

BRONZE CAP

EXISTING QUARRY

TILE STEPS WITH NEW

OVERLAY FLOORING

AND PRE-FABRICATED

3" WIDE NOSING;

MITERED AT CORNERS

CONCEALED FLOOR

MOUNTING PLATE,

TYP. AT POSTS

LAMB'S TONGUE

TERMINATION

EXISTING PLASTER

ARCH

NEW OAK

BASEBOARD

LINE OF EXISTING

QUARRY TILE

A-504

1

RUN OVERLAY

FLOORING PARALLEL

WITH STAIR NOSING

AT TREADS

OAK FLOOR AT

CHAPEL AND

CHANCEL RUNNING

LENGTHWISE

BRONZE CAP

WELDED 1"x1" STEEL

RAILING POSTS

1/2"x2" STEEL BRACE

@ SLOPE OF STEPS

A-504

4

1X2 STEEL SUB-RAIL

EXISTING QUARRY

TILE STEPS

1

1

/

2

"

C

L

R

.

PREFABRICATED

NOSING, TRIM TO FIT AT

EXISTING Q.T. NOSING

ANGLED BLOCKING AT

EXISTING Q.T. FACE

EXISTING Q.T. STEPS

TO REMAIN

1/8"

USE WOOD FLOORING

AS RISER FACE

SKIM COAT MORTAR

UNDERLAYMENT AS

REQUIRED BY FLOORING

MANUFACTURER

7/16" GAP

3/8" X 1 1/2"

VERTICAL TRIM

AT WALL

℄ OF CEILING

BEAMS

1 1/2"

3"

1 1/2"

3"3"

1 1/2"

3 1

/2

"

OAK PICTURE

RAIL

AT INSIDE

CORNER

EXISTING PLASTER;

PTD

EXISTING OAK

BASEBOARD

3/4" WD QUARTER

ROUND TO MATCH

NEW FLOORING

ENGINEERED WD.

FLOORING GLUED DOWN

INSTALLATION, OVER

SKIM COAT MORTAR

PROVIDE 7/16" GAP

AT PERIMETER OF

ENGINEERED

WOOD FLOORING

EXISTING

CLERESTORY

WINDOW SILL

OAK PICTURE

RAIL

VERTICAL TRIM

BEYOND

1"

NEW QUARTER

ROUND BASE CAP

TO MATCH EXISTING

@ CHAPEL

NEW OAK

BASEBOARD

ALIGN SQUARE

BASE TOP WITH

WINDOW SILL -

SEE 3/A-501

7/16" GAP

A-504

DETAILS

2' 4'0 8'

75 Kneeland Street

Boston, MA 02111

617-227-1477


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018

DM

DT



BID SET 10/05/2018

STRUCTURAL ENGINEER



Boston, MA 02210

617-542-3933

3

SCALE: 1"=1'-0"

PLAN DETAIL AT STEPS TO CHANCEL

1

SCALE: 1"=1'-0"

ELEVATION OF HANDRAIL AT STEPS

4

SCALE: 3"=1'-0"

STEPS TO CHANCEL DETAIL

2

SCALE: 1"=1'-0"

ELEVATION OF HANDRAIL AT STEPS

5

SCALE: 3"=1'-0"

ELEVATION DETAIL AT PICTURE RAIL WALL TRIM

6

SCALE: 3"=1'-0"

SECTION AT PICTURE RAIL

7

SCALE: 3"=1'-0"

OAK BASEBOARD AT CHAPEL

8

SCALE: 3"=1'-0"

OAK BASEBOARD AT CHAPEL

DOOR SCHEDULEDOOR FRAME CASING

FIRE

RATING

HARD WARE

NOTES

MARK TO FROM MANUFACTURER PART NUMBER

SIZE (ROUGH OPENING)

MATL FIN GLZ MATL FIN MATL FIN

W HT THK HINGE LOCK CLOSER THRESHOLD STOP PLATES MISC

100 EXTERIOR VESTIBULE 100 KAWNEER 451T EX EX 1 34" ALUM KYNARPTD Y ALUM PTD WD PTD 0 H X A.O. 9" ALUM - - WSP SEE A-503, COORDINATE WITH

SECURITY SYSTEM

102 LOBBY 101 CHAPEL 102 CUSTOM AWI PREMIUM EX EX 1 34" WD - Y OAK S & V OAK S & V 0 H X CL BRONZE WS - K SEE A-502

104 CHANCEL 103 STORAGE 104 TBD TBD (2) 2'-6" ± 7'-0" 1 34" OAK S & V N OAK S & V OAK S & V 0 H C/DL - - WS - FB ACTIVE/INACTIVE PAIR

105 RIPLEY CHAPEL 102 STAIR 105 EX EX EX EX EX OAK S & V N OAK S & V OAK S & V EX EX X CL BRONZE WS - - UNDERCUT DOOR

005 EXTERIOR LOWER STAIR EX EX EX EX EX STL PTD EX STL PTD EX PTD EX EX X CL ALUM - - WSP -

WINDOW SCHEDULEMARK UNITS

R.O. SEE ELEVS

TYPE

MANUFACTURERS

NUMBER

NOTES

WIDTH HEIGHT

A 3 2'-1 3/4" 1'-9" FIXED CUSTOM SIZE CUSTOM SEE A-500/A-501

B 3 2'-1 3/4" 4'-11 1/2" AWNING CUSTOM SIZE CUSTOM SEE A-500/A-501

* ALL WINDOWS SHALL BE PELLA ARCHITECT SERIES WOOD ALUM. CLAD, WITH OAK INTERIOR TRANSPARENT FINISH

FINISH SCHEDULEROOM

#

NAME

FLOOR BASE TRIM WALL CEILING

REMARKS

MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.

005 LOWER STAIR EXISTING - EX PTD EX PTD EX PL PTD EX PL PTD CLEAN AND RESEAL FLOOR

100 VESTIBULE EX QT - EX QT - WD PTD EX PL PTD EX PL PTD CLEAN AND RESEAL QT

101 LOBBY EX QT - EX QT - OAK S & V EX PL PTD EX PL PTD CLEAN AND RESEAL QT

102 RIPLEY CHAPEL EW/CT MANUFACTURE'S OAK S & V OAK S & V EX PL PTD EX OAK/EX PL CLEAN, PTD C.T. MEDALLION

103 EXISTING CHANCEL EW - OAK S & V OAK S & V EX PL PTD EX OAK/EX PL CLEAN, PTD -

104 STORAGE EW MANUFACTURE'S OAK S & V OAK S & V EX PL PTD EX PL PTD -

105 STAIR EX QT MANUFACTURE'S EX WD S & V WD PTD EX PL PTD EX PL PTD -

HARDWARE KEYCODE DESCRIPTION MANUFACTURER PART NUMBER FINISH

AO AUTO OPERATOR DORMA ED100 BRUSHED ALUM

C CLASSROOM FUNCTIONLEVER LATCH SCHLAGE ND70PD - ATH SATIN BRONZE (612)

CL CLOSER LCN 4033 SATIN BRONZE (612)

DL DUMMY LEVER SCHLAGE ND170 - ATH SATIN BRONZE (612)

FB FLUSH BOLT HAGER 282D SATIN BRONZE (612)

H HINGE HAGER BB1279US10B (613) AT EXTERIOR

SATIN BRONZE US10 (612) AT INTERIOR

K KICK PLATE HAGER 193S SATIN BRONZE (612)

WS WALL STOP HAGER 230W SATIN BRONZE (612)

X EXIT DEVICE VON DUPRIN 88L-373 L-07US10B (613) AT EXTERIOR

SATIN BRONZE US10 (612) AT INTERIOR

FINISHES KEYCODE DESCRIPTION MATERIAL

AP ACOUSTIC PANELS TBD - SEE ALLOWANCES

EW ENGINEERED WOOD NYDREE RIFT AND QUARTER SAWN OAK NATURAL, COLOR TBD

OAK OAK BASEBOARD AND TRIM NEW TO MATCH EXISTING, QUARTER SAWN

PL PLASTER EXISTING TEXTURED PLASTER; MATCH EXISTING

QT QUARRY TILE EXISTING QUARRY TILE; MATCH EXISTING

S & V STAIN AND VARNISH STAIN TO MATCH EXISTING, 2 COATS VARNISH SATIN SHEEN; SEE SPEC

PTD PAINTED PAINT - SEE SPEC

CT CERAMIC TILE INSTALL MOSAIC TILE MEDALLION PROVIDED BY OWNER

A-700

SCHEDULES


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER


[1] CAST-IN-PLACE CONC.BEARING BLOCK WITHN.S. GROUT [4] [7] SOLIDGROUT AROUND HSS +C10 AFTERINSTALLATION [8]

3 1/2"

8" MIN.

C10 BRG

1'-0"

BEARING BLOCK

EDGE OF 3/8" PLATEAT EXISTING STONE

SILL ABOVE

INSIDE FACE OFEXISTING CAST

STONE SILL

[6] HSS 5x5x3/8" ABOVE

[2] C10x15.3 ABOVE

[5] GROUT JAMB UNDERBEARING BLOCK AFTERCUTTING OPENING INWALL

EXIS

ITN

G T

.C. T

ILE

WAL

L V.

I.F.

4" MIN.

HSS BRGINTERIOR

EXTERIOR

S-1002

NEW CAST STONEJAMB DASHED

EXISTING TERRACOTTA WALL BEYOND

LINE OF ARCHITECTURALWINDOW AND FINISHES

..

EXTERIOR STUCCO HILTI HY-70 ADHESIVEANCHORS [3] TO EX.

CAST STONE SILL

[6] HSS 5x5 INSTALLEDTIGHT UNDER EX. CAST

STONE SILL (BEYOND)

1" Ø HOLES @16" O.C.FOR WELDS TO HSS [9]

[2] C10x15.3

[8] GROUT SOLID ALLAROUND C10 & HSSAFTER INSTALLATION

NON-SHRINKGROUT UNDERC10 [4] AND HSS5x5 [7]

± 1"

8" M

IN.

4"

MIN. 8"

MIN.

1'-0"

MIN.

[1] CAST-IN-PLACE4000 PSI CONCRETEBEARING BLOCK,FULL THICKNESSOF T.C. TILE WALL

3/8" PLATE TERMINATESAT NEW STONE JAMB

[5] GROUT SOLID ATJAMB AFTER CUTTING

OPENING IN WALL

1 1/

2"

S-1001

S-1003

NEW CAST STONEWINDOW JAMB BEYOND

1/2" END PLATE

3 1/2"

1 1/

2"3

1/2"

5"

HILTI HY-70 ADHESIVEANCHORS [3] TO EXISTINGCAST STONE [6] AT 16"O.C. 4" EMBEDMENT

EXISTING CAST STONESILL

[2] C10x15.3 WITH 1" ØHOLES AT 16" O.C. FORWELDS TO HSS [9]

HSS 5x5x3/8" [6] AND3/8" PLATE HOT-DIPGALV. AFTERFABRICATION

3/8"x9" (V.I.F. TO MATCHWIDTH OF EXISTINGCAST STONE) STEELPLATE, SHOP WELDEDTO HSS TERMINATES ATNEW JAMB LOCATION

[5] EXISTING WALLREMOVED AFTERINSTALLATION OF C10(TOP CORNER NOTCHEDPRIOR TO C10)

EXISTING TERRA COTTAWALL BEYOND

EXTERIOR STUCCOBEYOND

INTERIOR PLASTERFINISHED BEYOND

NEW CAST STONEHEADER

LINE OF ARCHITECTURALWINDOW AND FINISHES;SEE 3/A-501

S-1002

STRUCTURAL NOTES:

MATERIALS SPECIFICATIONS:

STRUCTURAL STEEL PLATES AND CHANNELS: ASTM A36STRUCTURAL STEEL TUBES: ASTM A500, GRADE CHOT-DIP GALVANIZING: ASTM A123ALL WELDING: AWS D1.1CONCRETE FOR BEARING BLOCK: COMPRESSIVE STRENGTH 4000 PSI AT 28 DAYS(NON-SHRINK) GROUT AT BEARINGS: COMPRESSIVE STRENGTH 5000 PSI AT 7 DAYS, 7500 PSI

AT 28 DAYSOTHER GROUT FOR WALL FILLING: 3000 PSI AT 28 DAYS

CONSTRUCTION SEQUENCE:

*VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION OF STEEL

[1] CUT POCKETS AND INSTALL CONCRETE BEARING BLOCKS, FULL THICKNESS OF WALL, AT EACH END.MINIMUM 12” LONG, 8” HIGH (1” +/- BELOW STEEL BEARING ELEVATION).

[2] CAREFULLY NOTCH INSIDE FACE OF WALL AS REQUIRED UNDER EXISTING STONE SILL (DO NOTOVERCUT).INSTALL STEEL CHANNEL.

[3] ATTACH CHANNEL TO INSIDE FACE OF EXISTING STONE SILL WITH SIX 5/8” DIAMETER HILTI HY-70ADHESIVE ANCHORS.

[4] GROUT SOLID UNDER CHANNEL BEARINGS, TAKING CARE NOT TO OBSTRUCT ACCESS FORINSTALLATION OF HSS.

[5] REMOVE SECTION OF WALL AS REQUIRED FOR LOWER WINDOW. GROUT JAMBS SOLID (UNDER BEARINGBLOCK) FULL HEIGHT, AT CUT EDGES OF OPENING.

[6] INSTALL HSS TIGHT TO UNDERSIDE OF EXISTING STONE SILL.TEMPORARILY SUPPORT IN PLACE.

[7] GROUT SOLID UNDER HSS BEARINGS.

[8] GROUT SOLID ALL AROUND ENDS OF HSS AND CHANNEL.

[9] WELD CHANNEL TO HSS, USING 3/16” FILLET WELDS AROUND 1” DIAMETER HOLES.REMOVE TEMPORARY SUPPORT FROM HSS.

S-100

STRUCTURALDETAILS

2' 4'0 8'


Scale

Project number

Date

Drawn by

Checked by

1608

RIPLEY CHAPEL

10-05-2018DMDT



BID SET 10/05/2018

STRUCTURAL ENGINEER


1

SCALE: 3"=1'-0"

PLAN DETAIL AT BEARING

2

SCALE: 3"=1'-0"

ELEVATION DETAIL AT BEARING (VIEW FROM INTERIOR, PLASTER FINISH NOT SHOWN)

3

SCALE: 3"=1'-0"

SECTION DETAIL AT BEARING

20 1

FIRST CONGREGATIONAL CHURCH IN WINCHESTER, UCC · rh - right hand rm - room ro - rough opening m...

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