Westminster Presbyterian Church SITE PLAN, GENERAL NOTES...

1

A101

BUILDING SECTION

WALL SECTION

1

A101

ENLARGED DETAIL

ELEVATION MARK

1 /A101SECTION DETAIL

1

A101

1

A101

KEY TO SYMBOLS:

KEYED NOTE1

A101

1

1 1

1

FLOOR OR DATUM LEVEL

TREES

ROOF DRAIN

DOWNSPOUT

RD

DS

#TITLE1/8" = 1'-0"

VIEW MARK

EARTH

MATERIAL SYMBOLS

GRAVEL OR POROUS FILL

CONCRETE MASONRY UNIT

STONE

CONCRETE

FIBROUS INSULATION

FIBER BOARD OR RIGID INSULATION

PLASTER, GYPSUM WALL BOARD, MORTAR, OR PARTICLE BOARD

FINISHED WOOD

ROUGH WOOD

PLYWOOD

STEEL OR IRON

ALUMINUM

WESTMINSTER PRESBYTERIAN CHURCH

SEXTON HOUSEENTRY

BUTZER SCHOOL BUILDING

GARAGE

DE

LA

WA

RE

AV

EN

UE

PARKING AREA

SUMMER STREET

CONSTRUCTION VEHICLE NOTE:CONTRACTORS ARE PROHIBITED FORM PARKING VEHICLES IN UNDESIGNATED AREAS. NO VEHICLE CLEANING (I.E. CONCRETE DELIVERY, TOP SOIL DELIVERY, ETC.) IS PERMITTED ON SITE.

CONTRACTOR PARKING. SIX (6) SPACES WILL BE RESERVED (BY ORANGE CONE) FOR CONTRACTOR USE M-F DURING WORK HOURS

JB

JBJBJB

30

' -

0"

24

' -

6"

18' - 5" 60' - 0"

PROTECT TYP.

PROTECT TYP.

PROTECT TYP.

FLAGSTONE

CONCRETE

CONCRETE

CO

NC

RE

TE

FLA

GS

TO

NE

FLA

GS

TO

NE

FLAGSTONELAWN

LAWN

LAWN

LAWN

CONCRETE

ASPHALT

BRICK PAVER CURB

STAGING AREA:REFERENCE NOTES 1-6

6' CHAIN LINK FENCE W/ PRIVACY SCREENING

FLAGSTONE

A-300

2

A-3001

A-301

2

A-3011

MEMORIAL GARDEN

ASPHALT PAVING

24' - 0

"

SCHOOL PLAYGROUND

PARKING AREA

ASPHALT PAVING

EXISTING DUMSTER ENCLSURE

EXISTING STRUCTURE

NORTH ACCESS STAGING AREA FOR ACM WORK. 6' - 0" H CHAINLINK FENCE W/ PRIVACY SCREEN

UNITED WAY OF WNY

50' - 0"

22' - 0

"

DATE:

DRAWING NUMBER

SEALDRAWING TITLEARCHITECT OF RECORD

DRAWING SUBMISSION STATUS: [ ] NOT FOR CONSTRUCTION [ ] SCHEMATIC DESIGN [ ] DESIGN DEVELOPMENT [ X ] CONSTRUCTION DOCUMENTS [ X ] ISSUED FOR CONSTRUCTION

ROOFING: REPAIR AND REROOFING

724 DELAWARE AVEBUFFALO, NY, 14209

PROJECT NUMBER:

4/15/2019

A�001

SITE PLAN, GENERAL NOTES & SYMBOLSWestminster Presbyterian Church

1845

GENERAL NOTES

A. ALL WORK IS TO CONFORM WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS AND AGENCIES HAVINGJURISDICTION.

B. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. DO NOTSCALE DRAWINGS OR DETAILS.

C. WHERE DIMENSIONAL DISCREPANCIES ARISE, REVIEW FIELD CONDITIONS WITH THE ARCHITECT BEFOREPROCEEDING WITH WORK OR ORDERING MATERIALS.

D. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHINTHE PROPOSED CONSTRUCTION AREA.

E. ALL DETAILS, SECTIONS, AND MATERIALS SHOWN OR NOTED ON DRAWINGS SHALL APPLY TO ALL OTHERSIMILAR LOCATIONS UNLESS NOTED OTHERWISE.

F. ALL CORNERS AND JUNCTIONS WHERE TWO MATERIALS ADJOIN SHALL BE SEALED.

G. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TOSUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGSAND FIELD CONDITIONS, CONFER WITH THE ARCHITECT FOR RESOLUTION.

H. ALL PLYWOOD AND OTHER WOOD MATERIALS USED FOR CONSTRUCTION SHALL BE FIRE RETARDANT(PTFR) TYPE WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK SHALL BEPRESSURE TREATED TYP (P.T.)

I. GC SHALL COORDINATE ALL WORK AT ROOF NOT TO VOID MFGR WARRANTIES.

J. THE CONTRACTOR SHALL INSPECT ALL ROOFING, STONE AND CLAY MASONRY ASSEMBLIES AT THE WORKAREAS, INCLUDING INTERIOR STEEPLE TOWER FOR DAMAGED, DETERIORATED & DISPLACED WOODTIMBER FRAMING, STONE OR BRICK, MORTAR & BOND FAILURE AND/OR STRUCTURAL DEFICIENCIES. ANYDISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE AS SOON AS THEY ARE KNOWN.

K. WHERE REMOVAL OF EXISTING BRICK AND STONE MASONRY IS REQUIRED, THE CONTRACTOR SHALLTAKE EVERY PRECAUTION TO SAFELY EXTRACT WHOLE, INDIVIDUAL UNITS WITHOUT CAUSING FURTHERDAMAGE TO THE MATERIAL REMOVED OR TO SURROUNDING BUILDING FABRIC. EVERY ATTEMPT SHALL BEMADE TO SAVE, REPAIR AND REUSE EXISTING MATERIAL FROM BUILDING FACADE FOR REINSTALLATION.REPLACEMENT MATERIAL NEEDS THE ARCHITECT’S APPROVAL AT ALL INSTANCES AND IS A PART OF THISWORK WHEN APPROVED BY THE ARCHITECT.

L. WHERE NECESSARY AND AS APPROVED, MATCHING MATERIAL SHALL BE USED TO REPLACE SEVERELYDETERIORATED OR OTHERWISE NON REPAIRABLE BUILDING COMPONENTS. REPLACEMENT MATERIALSSHALL BE CAREFULLY SELECTED BY CONTRACTOR TO ACHIEVE STRUCTURAL, COLOR, TEXTURE ANDOTHER APPEARANCE CHARACTERISTICS AS REQUIRED TO BLEND WITH EXISTING SURROUNDING WORKAT EACH REPAIR LOCATION.

M. REPOINT MORTAR JOINTS AT BUILDING FACADE WHERE INDICATED OR AS NECESSARY TO COMPLETEWORK IN CONTRACT.

N. THE CONTRACTOR SHALL USE ONLY SPECIFIED AND APPROVED MORTAR FORMULATIONS. SEPARATEFORMULATIONS ARE REQUIRED FOR BRICK AND STONE MASONRY. UNLESS OTHERWISE INDICATED,MATCH EXISTING (ORIGINAL) BOND PATTERNS AND JOINT PROFILES.

O. PREPARE AREAS FOR REPOINTING BY REMOVING EXISTING MORTAR IN JOINTS TO A DEPTH EQUALING 21/2 X THE JOINT WIDTH OR A MINIMUM OF 3/4" FROM FACE OF STONE OR A MINIMUM OF 1" FROM FACE OFBRICK, WHICHEVER IS GREATER.

P. THE CONTRACTOR SHALL NOT MARK OR OTHERWISE DAMAGE EXISTING STONE OR CLAY MASONRY. THEUSE OF POWER TOOLS IS PROHIBITED UNLESS FIELD TESTED AND APPROVED BY ARCHITECT.

Q. THE CONTRACTOR SHALL MAINTAIN AND OR REPLACE EXISTING WEEP HOLES AT MORTAR JOINTS WITHINTHE WORK SCOPE AREA.

R. PROTECT ALL METAL FLASHING WHERE PRESENT. REPLACE CONCEALED FLASHING IN KIND IF DAMAGEDDURING REMOVALS.

S. PROTECT ALL METAL FLASHING WHERE PRESENT. REPLACE CONCEALED FLASHING IN KIND IF DAMAGEDDURING REMOVALS.

T. INCREMENTAL CLEANING OF MASONRY SHALL BE PERFORMED AS OFTEN AS NEEDED TO REMOVEMORTAR AND RELATED CONSTRUCTION RESIDUE. FINAL WASHING OF MASONRY SURFACES SHALL BEDONE AT WORK COMPLETION. ALL INCREMENTAL CLEANING SHALL BE DONE WITH STIFF BRUSH, CLEANWATER AND SPECIFIED DETERGENTS ONLY.

U. THE CONTRACTOR SHALL MEASURE AND DOCUMENT ALL DIMENSIONS AND FIELD CONDITIONS RELATIVETO THE PROJECT AND AS REQUIRED FOR ACCURATE REPLACEMENT OF BUILDING COMPONENTS ANDREINSTALLATION OF SALVAGED MATERIAL. ALL SALVAGED MATERIAL SHALL BE CATALOGED ANDREINSTALLED IN ITS ORIGINAL LOCATION UNLESS OTHERWISE APPROVED BY ARCHITECT.

1" = 30'-0"1

SITE PLANNORTH

DRAWING LIST

A-001 SITE PLAN, GENERAL NOTES & SYMBOLS

A-101 ROOF PLAN

A-300 NORTH & WEST EXTERIOR ELEVATIONS

A-301 SOUTH & EAST EXTERIOR ELEVATIONS

A-310 ROOF ELEVATIONS

A-400 BUILDING SECTION THROUGH STEEPLE & ENLARGED PLANS

A-410 ROOF DETAILS

A-411 ROOF, LOUVER & OCULUS DETAILS

A-102.1 SPIRE PLANS, SECTIONS AND DETAILS ADD ALTERNATE #1

HM-100 ROOF PLAN - HAZARDOUS MATERIALS ABATEMENT

HM-101 LANTERN & BELFRY PLANS - HAZARDOUS MATERIALS ABATEMENT

SITE STAGING NOTES

1. PROVIDE GEO-TEXTILE MAT & STONE BASE FOR ALL LAWN ACCESS PATHS & STAGING AREAS. REMOVE ALL IN ITS ENTIRETY AT PROJECT COMPLETION & RESTORE LAWN, TYP.

2. EXISTING LAWN AREA - RESTORE TO ORIGINAL ELEVATION. PROVIDE NEW TOP SOIL & GRASS SEED, TYP. THROUGHOUT DISTURBED.

3. LOCATE PORTABLE TOILET WITHIN ENCLOSURE.

4. CONTRACTOR TO PROVIDE DUMPSTER WITHIN ENCLOSURE FOR CONTRACTORS USE THROUGHOUT DURATION OF PROJECT. CONTRACTORS PROHIBITED FROM USING WPC DUMPSTERS.

5. CONTRACTORS ARE PROHIBITED FROM BLOCKING THE SITE ENTRANCE OF EXIT DRIVES WITHOUT EXPRESSED PERMISSION FROM WPC.

6. SPRINKLERS EXISTING UNDERGROUND. SHALL TEST / CONFRIM SPRINKLER SYSTEM OPERATION COMPONENTS AS NECESSARY AFTER COMPLETION OF CONTRACTOR WORK.

PROJECT SUMMARY

THE INTENT OF THIS RESTORATION PROJECT IS TO:

A. REMOVE HAZARDOUS MATERIALS AT VARIOUS LOCATIONS;B. REPAIR SLATE ROOFING AT VARIOUS LOCATIONS; C. REPLACE FLAT ROOFING ASSEMBLIES WITH NEW EPDM;D. REPLACE ALL ASSOCIATED COPPER ROOF AND MASONRY FLASHINGS IN-KIND; E. REPLACE COOPER GUTTERS IN-KIND;F. REPOINT AND REBUILD STONE AND BRICK MASONRY AT VARIOUS LOCATIONS; G. REPAIR WOOD LOUVERS; CLAD IN COPPER WHERE NOTEDH. PAINT EXTERIOR CORNICES;

A. ADD ALTERNATE #1: AT WOOD FRAMED STEEPLE SPIRE, REMOVE AND PROVIDE NEW DIAMOND SLATE ONTO NEW UNDERLAYMENT’S AND WOOD DECKING, PROVIDE NEW MODIFIED BITUMEN UNDERLAYMENT OVER ENTIRE ROOF AREA AND INSTALL NEW SLATE SHINGLES TO MATCH ORIGINAL IN SIZE, THICKNESS, EXPOSURE AND PATTERN. CAREFULLY REMOVE ALL LIGHTING PROTECTION SYSTEM AND CABLE CONDUCTORS, SMOKE DETECTIONAND ALARM SYSTEM AND EXISTING FIRE SUPPRESSION GLASS & LIQUID-FILLED GLOBES TO CONDUCT ROOF REPLACEMENT. RE-INSTALL ALL SYSTEMS IN THEIR ORIGINAL LOCATION AFTER COMPLETION. B. ADD ALTERNATE #2: PROVIDE NEW MECHANICAL VENTILATION SYSTEM WITHIN THE SPIRE.

REMOVE EXISTING AND PROVIDE NEW STEP, PARAPET AND CRICKET FLASHING AT JUNCTURE OF SLATE ROOF WALLS & PARAPETS. WEDGE AND FULLY MORTAR FLASHING INTO THE MASONRY CONSTRUCTION. THE COVERAGE OF THE FLASHING IS TO MATCH THE EXISTING INSTALLATION.

REMOVE EXIST. GUTTER AND HANGERS AND FLASHING WHERE SHOWN ON DETAILS. PROVIDE NEW 16OZ. COPPER GUTTER AND OUTSIDE HANGERS ANDFLASHING AS DETAILED. GRADE NEW GUTTER TO EXISTING DOWNSPOUTS AS REQUIRED (1/8"/FT. MIN.) CONNECT TO EXIST. DOWNSPOUTS AND PROVIDE NEW WIRE BASKETS AT EACH LOCATION.

CAREFULLY REMOVE EXISTING FIRE SUPPRESSION GLASS & LIQUID-FILLED GLOBES IN MASONRY STEEPLE & WOOD-FRAMED SPIRE PRIOR TO RESTORATIVE WORK. ALL BULBS SHOULD BE CONSIDERED AS FRAGILE & DANGEROUS. AS SUCH, HANDLE W/ EXTREME CAUTION & CARE. REINSTALL ONLY AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITY.

GENERAL SLATE AND COPPER ROOFING, STONE

AND BRICK MASONRY RESTORATION NOTES:

1)THE CONTRACTOR SHALL INSPECT ALL ROOFING, STONE AND CLAY MASONRY ASSEMBLIES AT THE WORK AREAS, INCLUDING INTERIOR STEEPLE TOWER FOR DAMAGED, DETERIORATED & DISPLACED WOOD TIMBER FRAMING, STONE OR BRICK, MORTAR & BOND FAILURE AND/OR STRUCTURAL DEFICIENCIES. ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE AS SOON AS THEY ARE KNOWN.

2)WHERE REMOVAL OF EXISTING BRICK AND STONE MASONRY IS REQUIRED, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO SAFELY EXTRACT WHOLE, INDIVIDUAL UNITS WITHOUT CAUSING FURTHER DAMAGE TO THE MATERIAL REMOVED OR TO SURROUNDING BUILDING FABRIC. EVERY ATTEMPT SHALL BE MADE TO SAVE, REPAIR AND REUSE EXISTING MATERIAL FROM BUILDING FACADE FOR REINSTALLATION. REPLACEMENT MATERIAL NEEDS THE ARCHITECT’S APPROVAL AT ALL INSTANCES AND IS A PART OF THIS WORK WHEN APPROVED BY THE ARCHITECT.

3)WHERE NECESSARY AND AS APPROVED, MATCHING MATERIAL SHALL BE USED TO REPLACE SEVERELY DETERIORATED OR OTHERWISE NON REPAIRABLEBUILDING COMPONENTS. REPLACEMENT MATERIALS SHALL BE CAREFULLY SELECTED BY CONTRACTOR TO ACHIEVE STRUCTURAL, COLOR, TEXTURE AND OTHER APPEARANCE CHARACTERISTICS AS REQUIRED TO BLEND WITH EXISTING SURROUNDING WORK AT EACH REPAIR LOCATION.

4)REPOINT MORTAR JOINTS AT BUILDING FACADE WHERE INDICATED OR AS NECESSARY TO COMPLETE WORK IN CONTRACT.

5)THE CONTRACTOR SHALL USE ONLY SPECIFIED AND APPROVED MORTAR FORMULATIONS. SEPARATE FORMULATIONS ARE REQUIRED FOR BRICK AND STONE MASONRY. UNLESS OTHERWISE INDICATED, MATCH EXISTING (ORIGINAL) BOND PATTERNS AND JOINT PROFILES.

6)PREPARE AREAS FOR REPOINTING BY REMOVING EXISTING MORTAR IN JOINTS TO A DEPTH EQUALING 2 1/2 X THE JOINT WIDTH OR A MINIMUM OF 3/4" FROM FACE OF STONE OR A MINIMUM OF 1" FROM FACE OF BRICK, WHICHEVER IS GREATER.

7)THE CONTRACTOR SHALL NOT MARK OR OTHERWISE DAMAGE EXISTING STONE OR CLAY MASONRY. THE USE OF POWER TOOLS IS PROHIBITED UNLESSFIELD TESTED AND APPROVED BY ARCHITECT.

8)THE CONTRACTOR SHALL MAINTAIN AND OR REPLACE EXISTING WEEP HOLES AT MORTAR JOINTS WITHIN THE WORK SCOPE AREA.

9)PROTECT ALL METAL FLASHING WHERE PRESENT. REPLACE CONCEALED FLASHING IN KIND IF DAMAGED DURING REMOVALS.

10) PROTECT AND KEEP CLEAN, ALL BUILDING ELEMENTS ADJACENT TO AND BELOW WORK AREA.

11) INCREMENTAL CLEANING OF MASONRY SHALL BE PERFORMED AS OFTEN AS NEEDED TO REMOVE MORTAR AND RELATED CONSTRUCTION RESIDUE. FINAL WASHING OF MASONRY SURFACES SHALL BE DONE AT WORK COMPLETION. ALL INCREMENTAL CLEANING SHALL BE DONE WITH STIFF BRUSH, CLEAN WATER AND SPECIFIED DETERGENTS ONLY.

12) THE CONTRACTOR SHALL MEASURE AND DOCUMENT ALL DIMENSIONS AND FIELD CONDITIONS RELATIVE TO THE PROJECT AND AS REQUIRED FOR ACCURATE REPLACEMENT OF BUILDING COMPONENTS AND REINSTALLATION OF SALVAGED MATERIAL. ALL SALVAGED MATERIAL SHALL BE CATALOGED AND REINSTALLED IN ITS ORIGINAL LOCATION UNLESS OTHERWISE APPROVED BY ARCHITECT.

NOTICE OF PROJECT SIGNIFICANCE

HISTORIC SIGNIFICANCE ACKNOWLEDGEMENT: “THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC AND (E.G., ARCHITECTURAL, ENGINEERING, ARTISTIC) SIGNIFICANCE. THE CONTRACTOR SHALL RECOGNIZE THAT ALL ASPECTS OF THE PROPERTY MAY POTENTIALLY CONTRIBUTE TO THIS SIGNIFICANCE AND THE CONTRACTOR SHALL NOT JUDGE THE RELATIVE SIGNIFICANCE OF ANY FEATURES NOR THE IMPACT OF ANY OR ALL PROPOSED WORK. THIS RESPONSIBILITY SHALL REST SOLELY WITH THE ARCHITECT. CONSEQUENTLY NO DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE PERFORMED AND NO FEATURES OR MATERIALS SHALL BE ALTERED, REMOVED, REUSED, OR TAKEN FROM THE PREMISES, WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT AS BEING CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE CONSISTENT WITH THE SECRETARY OF THE INTERIOR’S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.”

REVISIONS AFTER ISSUANCE

NO. DATE DESCRIPTION

1

A-400

1

A-400

A-301

2

A-3001

A-300

2

A-3011

3

A-410

7

A-410

12" / 12" 12" / 12"

24' - 0" 21' - 6" 10' - 4" 47' - 2" 19' - 10" 120' - 11"

21

' -

6"

32

' -

2"

21

' -

8"

4' -

6"

72

' - 1

1"

6"

/ 12

"6

" /

12

"

5" / 12" 5" / 12"

21' - 6" 47' - 6" 18' - 4" 8' - 2"8

' -

0"

28

' -

0"

24

' -

3"

16

' -

6"

CLOISTER AT GRADE

12

" / 12

"1

2"

/ 12

"

12" / 12"12" / 12"

12

" / 12

"

EDPMNIC

EDPMNIC

ANTENNA

2

A-411

1

A-410

2

A-411

4

A-410

4

A-411

4

A-411

7

A-410

222' - 3"

243' - 9"

15

2' -

9"

VTR

VTR

BUILDING LINE

7' -

1 1

/2"

6' - 7"

A-3101

2

3

4

EXISTING SNOW FENCE

REPOINT BRICK & STONE MASONRY SPIRE FROM 2' BELOW ROOF EAVE TO TOP. PROVIDE NEW STONE FINIAL WHERE MISSING TO MATCH ORIGINAL

REPOINT BRICK & STONE MASONRY SPIRE FROM 2' BELOW ROOF EAVE TO TOP


REBUILD MASONRY & STONE SPIRE FROM 2' BELOW ROOF EAVE TO TOP, REPLACE COPPER ROOF FLASHING

EXISTING SNOW FENCESNOW FENCE

COPPER RIDGE CAP +/-156' - 5"

COPPER RIDGE CAP +/-

SLATE ROOF 1: SPIRE

SLA

TE

RO

OF

3:

PR

OV

IDE

30 S

LA

TE

R

EP

LA

CE

ME

NT

S

SLATE ROOF 4:PROVIDE 50 SLATE REPLACEMENTS

COPPER RIDGE CAP +/-

147' - 1"

139' - 8"

6"

/ 12

"

6"

/ 12

"

9"

/ 12

"9

" /

12

"

CO

PP

ER

RID

GE

CA

P +

/-46' -

6"

139' - 8"

A-3105

6

7

8

SLATE ROOF 7: REMOVE AND REINSTALL ALL SLATE ADJACENT TO EPDM ROOF 15

ROOF 8: EPDM

ROOF 9: EPDM

ROOF 10:EPDM ROOF 11: EPDM

ROOF 12: EPDM

ROOF 13: EPDM

ROOF 14: EPDM

ROOF 15: EPDM

ROOF 16: COPPER STANDING SEAM. REMOVE EXISTING; PROVIDE NEW 16 OZ COPPER; MATCH ORIGINAL DETAILS, PAINT WOOD CORNICE

A-310

12

9

10

11

8

A-410

12" / 12"12" / 12"

+/-

+/-

+/-123' - 0"+/-

132' - 6"+/-

125' - 7"+/-

137' - 4"+/-

134' - 3"+/-

134' - 3"+/-

108' - 1"+/-

103' - 5"+/-

EXISTING EPDM NIC

R.D.

RD RD

RD

SC

RD

DS DSDS

DS DSDSDS

DS

DS

DS

DS

DS

DS

DS

2

SLATE ROOF 2:PROVIDE 100 SLATE REPLACEMENTS

4

SLA

TE

RO

OF

6:

PR

OV

IDE

20 S

LA

TE

RE

PLA

CE

ME

NT

S4

2

A-410

3 PROVIDE NEW 16 OZ COPPER RIDGE CAP

PROVIDE NEW 16 OZ COPPER FLASHING AND STEPPED COUNTERFLASHING.

1

PROVIDE NEW 16 OZ COPPER FLAT SEAM ROOFING

2PROVIDE NEW 16 OZ COPPER FLAT SEAM ROOFING

COPPER GUTTER


66

SC

6

6



4

4


DS

EXISTING GRANULAR SURFACE MODIFIED BITUMEN ROOFING MEMBRANE TO REMAIN

5 COPPER GUTTER

5COPPER GUTTER

5COPPER GUTTER

14 COPPER GUTTER

ROOF 4: PROVIDE NEW 16 OZ COPPER FLASHING AND STEPPED COUNTERFLASHING.

1


1


1


1

2' -

0"

2' - 0"2' - 0" 2' - 0"

2' -

0"

2' - 0" 2' - 0"

2' -

0"

2' - 0"

2' -

0"

DS

DS

DS

DS

BUILDING LINE

ROOF EDGE

COPPER GUTTER

BUILDING LINE

14 COPPER GUTTER

2' - 0" 2' - 0"

156' - 1"+/-

ROOF EDGE

BUILDING LINE

SLATE ROOF 5: PROVIDE NEW 16 OZ COPPER FLASHING AND STEPPED COUNTERFLASHING.

1

14COPPER GUTTER

9 REMOVE & REINSTAL SLATE8SC8

SC8

8

13REMOVE & REINSTALL CLAY CAMELBACK COPING

A-31014

13

10

A-410

7

9 REMOVE & REINSTAL SLATE

REMOVE AND REINSTALL SLATE FOR AT LEAST 2 COURSES ON THE OPPOSING SLOPE

9


9

33' - 9"

3

A-410

A-301

3

ROOF 3: PROVIDE NEW 16 OZ COPPER VALLEY FLASHING

10

12 REBUILD MASONRY PARAPET

ROOF EDGE

BUILDING LINE

13REMOVE & REINSTALL CLAY CAMELBACK COPING

ROOF 5: REMOVE AND SALVAGE EXISTING SLATE. REMOVE UNDERLAYMENTS COMPLETELY TO EXPOSE DECK. PROVIDE NEW MODIFIED BITUMEN UNDERLAYMENT AND SLIP SHEETING, THEN REINSTALL SLATE SHINGLES, PROVIDE NEW SLATE TO MATCH ORIGINAL WHERE MISSING, BROKEN OR CRACKED.

ROOF 13: REMOVE EXISTING +/- 1" MODIFIED BITUMEN/VB OVER BUILT-UP ROOFING OVER SLOPING WOOD DECK. EXISTING DECK TO REMAIN. REMOVE ALL ASSOCIATED WALL FLASHINGS AND TERMINATIONS. PROVIDE ADHERED EPDM OVER MECHANICALLY FASTENED TAPERED INSULATION ROOFING SYSTEM.


ROOF 11: REMOVE EXISTING +/- 2" BALLASTED/MODIFIED BITUMEN/VB OVER BUILT-UP ROOFING OVER SLOPING WOOD DECK. EXISTING DECK TO REMAIN. REMOVE ALL ASSOCIATED WALL FLASHINGS AND TERMINATIONS. PROVIDE ADHERED EPDM OVER MECHANICALLY FASTENED TAPERED INSULATION ROOFING SYSTEM.


ROOF 17: EPDM

130' - 0"+/-


ROOF 8: REMOVE EXISTING +/- 1" MODIFIED BITUMEN/VB OVER SLOPING WOOD DECK (WATER BELOW ROOF MEMBRANE). EXISTING DECK TO REMAIN. REMOVE ALL ASSOCIATED WALL FLASHINGS AND TERMINATIONS. PROVIDE ADHERED EPDM OVER MECHANICALLY FASTENED TAPERED INSULATION ROOFING SYSTEM.

ROOF 15: REMOVE EXISTING +/- 4" EPDM/TAPERED INSULATION OVER FLAT DECK. EXISTING DECK TO REMAIN. REMOVE ALL ASSOCIATED WALL FLASHINGS AND TERMINATIONS. PROVIDE ADHERED EPDM OVER MECHANICALLY FASTENED TAPERED INSULATION ROOFING SYSTEM.

ROOF 14: REMOVE EXISTING +/- 1" MODIFIED BITUMEN OVER SLOPING WOOD DECK. REMOVE ALL ASSOCIATED WALL FLASHINGS AND TERMINATIONS. PROVIDE ADHERED EPDM OVER MECHANICALLY FASTENED TAPERED INSULATION ROOFING SYSTEM.

4

A-410

REMOVE & REINSTALL STONE COPING13

REMOVE EXISTING & PROVIDE NEW 16 OZ COPPER FLASHING AROUND CHIMNEY, SIMILAR TO 4/A-420

16

16

16

16

16

3' -

3"

116' - 0"

116' - 6"

116' - 3"


2

A-410

16 STONE COPING

EXISTING CHIMNEY

EXISTING LEAD SHEET CAPPED CHIMNEY

REPLACE ALL COPPER FLASHING ON ROOF 14

PAINT WOOD CORNICE

21' - 0"

NIC

PAINT ALL WOOD SOFFITS

PROVIDE NEW WOOD & METAL TRIM WHERE MISSING TO MATCH ORIGINAL

REMOVE EXISTING & PROVIDE NEW 16 OZ COPPER "YANKEE" GUTTER & DS. MATCH ORIGINAL PROFILE

DS DS

1COPPER FLASHING ROOF 12

ROOF EDGE

ROOF EDGE

8

RUBBER ROOF PAVERS OVER 1/2 ROOF AREA

RUBBER ROOF PAVERS OVER 1/2 ROOF AREA

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�101

ROOF PLANWestminster Presbyterian Church

1845

1/8" = 1'-0"1

ROOF PLANNORTH

KEYED PLAN NOTES

# Description

1 REMOVE EXISTING COMPLETELY AND PROVIDE NEW COPPER FLASHING ANDSTEPPED COUNTERFLASHING OVER MODIFIED BITUMEN UNDERLAYMENT ANDSEPARATION SHEET. MATCH EXTENT OF ORIGINAL COUNTER STEP FLASHING.REMOVE AND REINSTALL EXISTING SLATE AS REQUIRED FOR A MINIMUM OF 2'-0"BEYOND THE COUNTERFLASHING AND OVER MODIFIED BITUMEN UNDERLAYMENTAND SLIP SHEETING.

2 REMOVE EXISTING COMPLETELY AND PROVIDE NEW COPPER FLAT SEAM ROOFING,FLASHING AND STEPPED COUNTERFLASHING OVER MODIFIED BITUMENUNDERLAYMENT AND SEPARATION SHEET. MATCH EXTENT OF ORIGINAL COUNTERSTEP FLASHING. REMOVE AND REINSTALL EXISTING SLATE AS REQUIRED FOR AMINIMUM OF 2'-0" BEYOND THE FLAT LOCK AND OVER MODIFIED BITUMENUNDERLAYMENT AND SLIP SHEETING.

3 REMOVE EXISTING COMPLETELY AND PROVIDE NEW 16 OZ COPPER RIDGE CAP.MATCH ORIGINAL PROFILE.

4 PROVIDE THE NUMBER OF SLATE REPLACEMENTS INDICATED IN AS MANYLOCATIONS. SLATE REPLACEMENT INCLUDES LOCATIONS WHERE SLATE ISBROKEN, MISSING OR DAMAGED. PROVIDE NEW SLATE TO MATCH ORIGINAL INCOLOR, SIZE, THICKNESS, EXPOSURE AND COURSING. ARCHITECT WILL WORKWITH THE CONTRACTOR DURING THE CONSTRUCTION PERIOD TO IDENTIFY THEEXACT LOCATIONS FOR SLATE REPLACEMENT.

5 EXISTING COPPER GUTTERS ARE TO REMAIN. REPLACE ALL THROUGH BOLTS ATCOPPER TOP HANGERS AND UNDER BRACKETS WITH NEW STAINLESS STEEL 3/16”DIA ROUND HEAD BOLTS AND NUTS. VIF EXACT SIZE IN FIELD.

6 RD = ROOF DRAIN. REMOVE EXISTING AND PROVIDE NEW MARATHON ROOFING“PROLINER” RETROFIT DRAIN AND STRAINER FOR EPDM. VERIFY OUTLET SIZE INFIELD.

7 RD (E): EXISTING ROOF DRAIN. REMOVE AND REINSTALL.

8 SC = SCUPPER. REMOVE EXISTING LEAD COATED COPPER SCUPPER AND PROVIDENEW 16 OZ SHEET COPPER CONSTRUCTED SCUPPER.

9 FOR A MINIMUM OF TWO COURSES, REMOVE AND REINSTALL EXISTING SLATE TOENABLE ROOFING REPLACEMENT WORK. REINSTALL SLATE OVER MODIFIEDBITUMEN UNDERLAYMENT AND SLIP SHEETING. TIE-IN NEW ROOFING TOUNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

10 REMOVE EXISTING COPPER VALLEY FLASHING AND PROVIDE NEW COPPER VALLEYFLASHING OVER MODIFIED BITUMEN UNDERLAYMENT AND SEPARATION SHEET.REMOVE AND REINSTALL EXISTING SLATE AS REQUIRED FOR A MINIMUM OF 2'-0"BEYOND THE FLASHING AND OVER MODIFIED BITUMEN UNDERLAYMENT AND SLIPSHEETING.

11 PAINT EXISTING WOOD AND/OR METAL FACIA AND CORNICE IN IT’S ENTIRETY.

12 REBUILD EMBATTLED STONE CAPPED AND BRICK MASONRY CONSTRUCTEDPARAPET. SALVAGE ALL FACE BRICK AND RE-INSTALL. PROVIDE NEW COMMONBRICK BACKUP WHERE REQUIRED.

13 REMOVE AND REINSTALL CLAY CAMELBACK COPING ONTO THROUGHWALLFLASHING- SEE DETAILS.

14 REPLACE EXISTING COPPER GUTTER AND STRAPS, PROVIDE NEW TO MATCHORIGINAL IN EVERYWAY INCLUDING BUT NOT LIMITED TO SIZE, SHAPE ANDMATERIAL THICKNESSES.

15 EXISTING WOOD LOUVER: REPLACE WOODEN SLATS WITH NEW PRESSURETREATED WOOD SLATS AND PAINT ENTIRE LOUVER. PROVIDE NEW INSECTSCREEN ON THE INTERIOR SIDE. REPLACE ALL PERIMETER SEALANT.

16 REMOVE AND REINSTALL STONE COPING ONTO THROUGHWALL FLASHING- SEEDETAILS.

#



6

A-102.1

ROMAN DIAMOND SLATE PATTERN:REMOVE EXISTING SLATE & PROVIDE NEW OVER MODIFIED BITUMEN UNDERLAYMENT & SHEETING. PROVIDE NEW SLATE TO MATCH ORIGINAL, VIF.

EXISTING ASPHALTIC TAR FLASHING, TYP.

EXISTING LEAD COATED SHEET STONE CAP, TYP.

REMOVE EXISTING & PROVIDE NEW 16 OZ COPPER RIDGE CAP. MATCH EXISTING PROFILE, INSTALL WITH XXX CONTINUOUS LOCK STRAPPING, REFER TO DETAIL 1/A411, TYP.

REMOVE, REPAIR & REINSTALL COPPER FINIAL

278' - 3"

TOP OF SPIRE

REMOVE & REINSTALL LIGHTNING PROTECTION

195' - 9"194' - 0"

BOTTOM OF SPIRE

EXISTING 9X12 TIMBER POST

EXISTING 7-1/2 X 8 SLOPED TIMBER RIDGE TO REMAIN

REMOVE EXISTING AND PROVIDE NEW 2X CONTINUOUS WOOD FRAMING RIDGE NAILER ATTACHED TO SLOPED TIMVER RIDGE, TYP.

EXISTING 4 X 3-1/2 TIMBER X-BRACING, TYP.

REMOVE EXISTING & PROVIDE NEW 2X4 WOOD FRAMING AT 2'-0" O.C. MAX, TYP.

REMOVE EXISTING 5/4 T&G PLANK SHEATHING & PROVIDE NEW (2) LAYERS 5/8" T&G PLYWOOD SHEATHING, TYP.

EQ. EQ. EQ.2'-0" MAX TYP.

NEW WOOD FRAMED SILL & GUTTER BOX A-102.1

6

2X12 SILL

2X12 RIM

COPPER STRAINER

5/8" PLYWOOD

(2) LAYERS 5/8" PT PLYWOOD

2X4 @ 2'-0" O.C.

2X4 SILL

2X8 RIM

2X8 JOIST @ 2'-0" O.C.

PROVIDE NEW 16 OZ COPPER DOWNSPOUT & CONNECT TO EXISTING

1/2" DIAMETER ANCHOR BOLT @ 2'-0" O.C.

LA

P

6"

6"

NEW SLATE INSTALLED OVER MODIFIED BITUMEN UNDER LAYMENT & SLIP SHEETING

16 OZ COPPER GUTTER FULLY LOCK & SOLDER ALL SEAMS. PROVIDE CONCEALED EXPANSION JOINTS WHERE REQUIRED INSTALL OVER MODIFIED BITUMEN UNDERLAYMENT & SLIP SHEETING

REMOVE EXISTING WOOD FRAMING

REMOVE & REPLACE EXISTING WOOD DECKING W/ STRUCTURAL, EXTERIOR GRADE PLYWOOD

EXISTING SLATE SHINGLES

EXISTING POST & PURLIN JOINT

REMOVE EXISTING FRAMING SUPPORT SHIM

REMOVE EXISTING GUTTER

REMOVE EXISTING FLASHING

10"

5"

2"

REMOVE EXISTING OUTRIGGER

EXISTING BRICK MASONRY

COMPLETELY REMOVE EXISTING WOOD & COPPER CLAD GUTTER & PROVIDE NEW

REMOVE EXISTING ASPHALTIC TAR FLASHING

REMOVE EXISTING LEAD COATED SHEET COVERED

STONE CAP, TYP.

2x12 RIM JOIST

2x8 JOIST @ 2'-0"

2x8 RIM JOIST

(2) LAYERS 5/8" T&G PLYWOOD DECKING

2X4 @ 2'-0" O.C.

2X4 SILL

EXISTING 7 1/2" X 8" SLOPED TIMBER RIDGE

NEW CONTINUOUS 2X RIDGE NAILER MATCH ORIGINAL HEIGHT ± 5 1/2" VIF TYP.

EXISTING TIMBER JOIST (TYP)

REMOVE EXISTING & PROVIDE NEW 4" DIAMETER COPPER 16 OZ RIDGE CAP. MATCH EXISTING PROFILE. INSTALL WITH CONCEALED CONTINUOS LOCK STRIPS, REFER TO DETAIL 1/A-411

3 1/2"

1 1/2"

VIF & MATCH EXISTING

1' - 8" ±

MA

X

2' -

0"

6

A-102.1

NEW CONTINUOUS 2X NAILER RIPPED TO MATCH OCTAGONAL SPIRE FOR POSITIVE FASTENING OF DECKING , TYP.

INSIDE MASONRY WALL

2X12

1/2" DIAMETER ANCHOR BOLT @ 2'-6" O.C., TYP.

2X BLOCKING TO EXISTING TIMBER JOISTS

2X12 RIM JOIST

REMOVE EXISTING & PROVIDE NEW WOOD FRAMED GUTTER BOX & DECK FRAMING

2X8 JOISTS

2X8 RIM

EXISTING TIMBER JOISTS

EXISTING 7 1/2" X 8" SLOPED TIMBER RIDGE

2X4 @ 2'-0" O.C. WALL W/ (2) LAYERS 5/8" T&G PLYWOOD SHEATHING

A-102.1

5

6

A-102.1

6"

7"

1' -

2"

10"

10"

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�102.1

SPIRE PLANS, SECTIONS AND DETAILS

ADD ALTERNATE #1Westminster Presbyterian Church

1845

1/4" = 1'-0"8

SPIRE ELEVATION1/4" = 1'-0"

9TYPICAL OCTAGONAL FRAMING ELEVATION

1 1/2" = 1'-0"6

SECTION AT TOP OF STEEPLE - NEW

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

SECTION AT TOP OF STEEPLE - EXISTING

2STEEPLE PERSPECTIVE

1STEEPLE PERSPECTIVE - EXPOSED STRUCTURE

(8) 7-1/2" X 8" DEEP - TIMBER RIDGE - SLOPED

12" X 12" TIMBER CENTER MAST POLE

(8) 9" X 12" TIMBER POSTS - VERTICAL

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

DETAIL FRAMING PLAN

TOP OF SPIRE

EL. 278' - 0"

BOTTOM OF SPIRE

EL. 194' - 0"

BELFRY

EL. 168' - 1"

LANTERN

EL. 150' - 1"

TOP OF SPIRE

EL. 278' - 0"

BOTTOM OF SPIRE

EL. 194' - 0"

BELFRY

EL. 168' - 1"

LANTERN

EL. 150' - 1"

1/4" = 1'-0"4

FRAMIING PLAN AT ELEVATION 194'-8"



1" = 1'-0"7

ROMAN DIAMOND PATTERN

GRADE96' - 6"

7

A-410

WOOD LOUVER

A-411

4

A-411

4

A-411

4

ROOF DECK116' - 3"

EPDM ROOF 8

METAL HOOD

ANTENNA

REPOINT +/- 25 SF EXISTING BRICK MASONRY

LEAD SHEET CAPPED CHIMNEY

SLATE ROOF 5

WOOD LOUVER

SLATE ROOF 6:PROVIDE 2O SLATE REPLACEMENTS

4

11

SLATE ROOF 21

SLATE ROOF 31

SLATE ROOF 41

11 PAINT

13CLAY CAMELBACK COPING

11

DS DS

14 COPPER GUTTER

COPPER GUTTER

COPPER FLASHING

1

11

PAINT

PAINT

11 PAINT

PAINT

REPOINT FACE BRICK FOR ENTIRE LENGTH OF PARAPET FROM COPING TO 2'-0" BELOW DECK

REPOINT FACE BRICK FOR ENTIRE LENGTH OF PARAPET FROM COPING TO 2'-0" BELOW DECK

5

L6L7L8

W4

11 PAINT

11 PAINTPROTECT ALL WINDOWS

15

EPDM ROOF 12

COPPER GUTTER14

COPPER FLASHING ROOF 1214

15 3COPPER RIDGE CAP

3COPPER RIDGE CAP

3COPPER RIDGE CAPCOPPER

FLASHING1

COPPER FLASHING

1

A-411

11

A-411

8

REMOVE EXISTING & PROVIDE NEW SCUPPER & DS

PROTECT ALL WINDOWS

COPPER FLASHING EPDM ROOF 10

1

132' - 6"

103' - 5"

PROTECT ALL WINDOWS

DS

EPDM ROOF 11

SEXTON HOUSE, NIC

PROTECT ENTRY AT ALL TIMES FOR FREE INGRESS & EGRESS

4

A-102.1

A-300

3

A-300

3L9 L10

GRADE96' - 6"

SANCTUARY EAVE138' - 6"

SPIRE194' - 8"

3

A-410

18

1' -

6"

60

' -

1"

38

' -

1"

83

' -

4"

TOP OF SPIRE278' - 0"

LEVEL 01100' - 0"

LANTERN150' - 1"

BELFRY168' - 1"

ROOF DECK116' - 3"

4

A-411

7

A-410

2

A-400

2

A-400

3

A-400

3

A-400

2

A-410

COPPER FLASHING1

2 PROVIDE NEW 16 OZ COPPER FLAT SEAM ROOFING


COPPER GUTTER

DS

DS

DS

DS

COPPER FLASHING

1

5 COPPER GUTTER

REBUILD MASONRY & STONE SPIRE FROM 2' BELOW ROOF EAVE TO TOP, REPLACE COPPER ROOF FLASHING


SLATE ROOF 5: COPPER FLASHING1

SLATE ROOF 2:4

SLA

TE

RO

OF

34

SLATE ROOF 44

SLATE ROOF 5:

SC8

12EMBATTLED PARAPET

13 CAMELBACK COPING

11 PAINT

11 PAINT

14 COPPER GUTTER

EXISTING SNOW FENCE

11

A-410

9

A-410

EPDM ROOF 12:REMOVE EXISTING & PROVIDE NEW 16 OZ COPPER FLASHIN; REMOVE SLATE SHINGLE FOR WATER TIGHT CONSTRUCTION

4

A-411

2

A-411

8

A-411

11

L1L2 L8

W1

PROVIDE NEW STONE FINIAL WHERE MISSING TO MATCH ORIGINAL

3 COPPER RIDGE CAP

3 COPPER RIDGE CAP

3 COPPER RIDGE CAP

11 PAINT

11 PAINT11 PAINT

11 PAINT

PROTECT ALL EXISTING STAINED GLASS WINDOWS

DS

DS

DS

3

A-411

ENLARGED LOUVER ELEVATION

ENLARGED OCULUS ELEVATION

ENLARGED LANTERN PLAN

ENLARGED BELFRY PLAN

AD

D A

LT

NE

RN

AT

E #

1

EPDM ROOF 8

1

EPDM ROOF 10

PROTECT

PROTECT

EXISTING SNOW FENCE

EPDM ROOF 9 EPDM ROOF 11



SEXTON HOUSE, NIC

11 COPPER GUTTER

2' -

0"

2' -

0"

ADD ALTERNATE #1

4

A-102.1

3' - 0"

5 1

/2"

4' -

0"

6"

4"

4 /A-300

PAINT & REGLAZE WINDOW SASH. REPLACE TWO MISSING 1/8" THICK GLASS LITES

PROVIDE INSECT SCREEN

1/8" = 1'-0"1

WEST ELEVATION

1/8" = 1'-0"2

NORTH ELEVATION

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�300

NORTH & WEST EXTERIOR ELEVATIONSWestminster Presbyterian Church

1845

KEYED PLAN NOTES

# Description

















#

1" = 1'-0"3

WEST LOUVER ELEVATION1" = 1'-0"

4WEST LOUVER SECTION DETAIL

REPLACE (4) WOOD SLATS WHERE DAMAGED; RESEAL FRAME PERIMETER; PAINT ALL SIDES OF LOUVER



RESEAL ENTIRE PERIMETER

GRADE96' - 6"

SPIRE194' - 8"

SPIRE194' - 8"

2

A-411

1

A-410

4

A-410

LEVEL 01100' - 0"

LANTERN150' - 1"

BELFRY168' - 1"

REPOINT PARAPET MASONRY FROM 2' BELOW ROOF DECK+/- 147 SQ.FT

REBUILD MASONRY IN THIS AREA

ANTENNA

2

A-400

2

A-400

3

A-400

3

A-400

11 PAINT

SLATE ROOF 64

LEAD SHEET CAPPED CHIMNEY

REMOVE AND REINSTALL SLATE FOR AT LEAST 2 COURSES ON THE OPPOSING SLOPE, TYP. 3 SIDES

9

DS

DSDS

DS DS

DS

5COPPER GUTTER

SLATE ROOF 34


2

2 PROVIDE NEW 16 OZ COPPER FLAT SEAM ROOFING


11 PAINT EXISTING WOOD AND/OR METAL FACIA AND CORNICE IN IT’S ENTIRETY

11 PAINT


11 PAINT

PROVIDE NEW 16 OZ COPPER FLASHING AND STEPPED COUNTERFLASHING.

1

L4L5L6

W3

11 PAINT

REPOINT +/- 7 SF EXISTING BRICK MASONRY

14COPPER GUTTER, TYP. 3 SIDES

REPAIR METAL & WOOD CORNICE

3COPPER RIDGE CAP

16STONE COPING

REMOVE EXISTING & PROVIDE NEW WOOD FASCIA TO MATCH ORIGINAL; PAINT

PROTECT ALL WINDOWS, TYP.

134' - 3"

8 SCUPPER

EPDM ROOF 13

SLATE ROOF 34

COPPER FLASHING

1

116' - 3"EPDM ROOF 13

108' - 1"EPDM ROOF 15

16 STONE COPING

COPPER RIDGE CAP

3

A-301

3

ADD ALTERNATE #1

COPPER RIDGE CAP

3

COPPER FLASHING

1

SLATE ROOF 24

EXISTING SNOW FENCE

130' - 0" EPDM ROOF 17

4

A-102.1

GRADE96' - 6"

1

A-400

SPIRE194' - 8"

TOP OF SPIRE278' - 0"

LEVEL 01100' - 0"

LANTERN150' - 1"

BELFRY168' - 1"

REPOINT FACE BRICK FOR ENTIRE LENGTH OF PARAPET FROM DECK LEVEL TO 2'-0" BELOW +/- 68 SQ.FT

ROOF 14 DECK133' - 10"

2

A-400

2

A-400

3

A-400

3

A-400

10

A-410


SLATE ROOF 7

SLATE ROOF 64

SLATE ROOF 24


11 PAINT

DS

DS

DSDS

COPPER GUTTER

7' -

3"

9' - 4"


9

L2L3L4

W2

ADD ALTERNATE #1

A-411

11

11 PAINT


PROTECT ALL WINDOWS

PROVIDE NEW STONE FINIAL WHERE MISSING TO MATCH ORIGINAL

11 PAINT


REPOINT 3 COURSES BELOW STONE CAP

4

A-410

4

A-102.1

DS

COPPER GUTTER

11 PAINT

2

COPPER FLASHING1

REBUILD BRICK & STONE MASONRY IN THIS AREA

1

1

EPDM ROOF 16

SLA

TE

RO

OF

2

PAINT11

COPPER GUTTER14

2' -

0"

SLA

TE

RO

OF

3

PAINT11

REPOINT FACE BRICK FOR ENTIRE SPIRE TO 2'-0" BELOW DECK LEVEL

REBUILD BRICK & STONE MASONRY IN THIS AREA

REPOINT

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�301

SOUTH & EAST EXTERIOR ELEVATIONSWestminster Presbyterian Church

1845

1/8" = 1'-0"2

SOUTH ELEVATION

1/8" = 1'-0"1

EAST ELEVATION

KEYED PLAN NOTES

# Description

















#

1/4" = 1'-0"3

ROOF 10 NORTH ELEVATION




COPPER FLASHING

FLASHING

11PAINT EXISTING WOOD AND/OR METAL FACIA AND CORNICE IN IT’S ENTIRETY

5 COPPER GUTTER

EXISTING WINDOW OPENING

EXISTING MASONRY WALL

8

A-410

8

A-410


REMOVE EXISTING METAL REGLETS

PROVIDE FULLY ADHERED EPDM ROOFING SYSTEM OVER MECHANICALLY FASTENED COVER BOARD TO EXISTING WOOD DECK

EXISTING WINDOW OPENING, TYP.

EXISTING MASONRY WALLDS

SHEET METAL HOOD

11

A-410

PROVIDE NEW METAL REGLETS, 8" MIN. ABOVE FINISHED ROOF


REMOVE EXISTING METAL REGLETS, TYP.




SHEET METAL HOOD

A-410

11

PROVIDE NEW METAL REGLETS, 8" MIN. ABOVE FINISHED ROOF

REPAIR DAMAGED / MISSING CORNICE & DENTILS BEHIND DS

DS

A-410

3

8

A-410

REMOVE EXISTING METAL REGLETS, TYP.


EXISTING SCUPPER OPENING

EXISTING EMBATTLED MASONRY PARAPET

EXISTING STONE EMBATTLED PARAPET CAP

METAL THROUGH WALL FLASHING WITH CONTINUOUS INTERLOCK WITH METAL COUNTER FLASHING

PROVIDE NEW DRAIN INSERT

REMOVE EXISTING ASPHALTIC COATING (REPRESENTED BY DIAGONAL HATCH)

9

A-410

3

A-410

A-410

8A-410

8

7

A-410

REMOVE AND REINSTALL CLAY CAMEL BACK COPING OF PARAPET, PROVIDE THROUGH WALL FALSHING THAT IS INTERLOCKED TO ROOF METAL COUNTER FLASHING. SET CAP IN CONTINUOUS BED OF MORTAR


A-410

8

A-410

3

REMOVE AND REINSTALL EMBATTLED STONE CAP OF PARAPET, PROVIDE THROUGH WALL FLASHING THAT IS INTERLOCKED TO ROOF METAL COUNTER FLASHING. SET STONE IN 3/8" MORTAR JOINT. MORTAR ALL TRANSVERSE JOINTS

REBUILD BRICK MASONRY WITH EMBATTLED STONE CAP PARAPET IN ITS ENTIRETY DOWN TO THE ROOF DECK. REMOVE, SALVAGE AND REINSTALL ALL FACE BRICK. PROVIDE NEW CLAY COMMON BRICK WITHIN THE BACK UP AS NECESSARY

SCUPPER OPENING


REMOVE EXISTING ASPHALTIC COATING (REPRESENTED BY DIAGONAL HATCH)

A-410

7

A-410

8

9

A-410

EXISTING SHEET METAL HOOD

REMOVE AND REINSTALL EMBATTLED STONE CAP OF PARAPET, PROVIDE THROUGH WALL FLASHING THAT IS INTERLOCKED TO ROOF METAL COUNTER FLASHING. SET STONE IN 3/8" MORTAR JOINT. MORTAR ALL TRANSVERSE JOINTS


EXISTING ASPHALTIC COATING (REPRESENTED BY DIAGONAL HATCH)

11 PAINT

A-410

3

8

A-410

A-410

11

8

A-410

EXISTING ASPHALTIC COATING (REPRESENTED BY DIAGONAL HATCH)

EXISTING WINDOW OPENING, TYP.

DS

5 COPPER GUTTER

11 PAINT

EXISTING SHEET METAL HOOD

11

A-410

A-410

8

A-410

7



SCUPPER OPENING


COMPLETELY REMOVE EXISTING ROOFING SYSTEM & FLASHING FROM ALL STONE & MASONRY SURFACES

9

A-410

A-410

8

A-410

7SIM




A-410

7

A-410

8

7

A-410


EXISTING STUCCO INFILL



11 PAINT

A-410

7 11

A-410

8

A-410

A-410

8




11 PAINT

A-410

7

8

A-410

A-410

8

REMOVE AND REPLACE SLATE SHINGLES


METAL REGLET

A-410

10

A-410

10

10

A-410

PROVIDE NEW 16 OZ COPPER FLASHING AND COUNTERFLASHING.

1

METAL REGLET


8

A-410

A-410

10

A-410

10

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�310

ROOF ELEVATIONSWestminster Presbyterian Church

1845

1/4" = 1'-0"1

ROOF 13 WEST ELEVATION

1/4" = 1'-0"2


1/4" = 1'-0"3

ROOF 13 EAST ELEVATION

1/4" = 1'-0"4

ROOF 13 SOUTH ELEVATION

1/4" = 1'-0"5


1/4" = 1'-0"6


1/4" = 1'-0"7


1/4" = 1'-0"8


1/4" = 1'-0"9


1/4" = 1'-0"10


1/4" = 1'-0"11


1/4" = 1'-0"12


1/4" = 1'-0"13

ROOF 15 SOUTH ELEVATION1/4" = 1'-0"

14ROOF 15 WEST ELEVATION

OPP

OPP



SP

IRE

194' -

8"

SP

IRE

194' -

8"

TO

P O

F S

PIR

E278' -

0"

LA

NT

ER

N150' -

1"

LA

NT

ER

N150' -

1"

BE

LF

RY

168' -

1"

BE

LF

RY

168' -

1"

SA

NT

UA

RY

AT

TIC

144' -

6"

SA

NT

UA

RY

AT

TIC

144' -

6"

26' - 7" 18' - 0" 5' - 7"

2

A-4

00

2

A-4

00

3

A-4

00

3

A-4

00

AD

D A

LT

ER

NA

TE

#1

EX

IST

ING

1/2

HE

IGH

T

MA

N A

CC

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S D

OO

R

EX

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WD

LA

DD

ER

TO

LA

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N L

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FINISHED SPACE BELOW, PROTECT

EX

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9X

12 T

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P

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.

EX

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4X

6 T

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.

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W4

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PIC

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D

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PR

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CR

EE

N. S

EE

8, 9 &

10 / A

-421

RE

MO

VE

EX

IST

ING

&

PR

OV

IDE

NE

W 1

6 O

Z

CO

PP

ER

SC

UP

PE

R

RE

MO

VE

EX

IST

ING

&

PR

OV

IDE

NE

W 1

6

OZ

CO

PP

ER

DS

RE

BU

ILD

BR

ICK

SIL

L

A-1

02.1

64

A-1

02.1

1

A-400

1

A-400

W1

W1

W3

W4

2' -

8"


EXISTING TIMBER STUCTURE

EXISTING OCULUS, WOOD FRAMED PANEL & TRIM. REMOVE EXISTING & PROVIDE NEW, TYP. FOR FOUR LOCATIONS: W1-W4

PROTECT EXISTING LEADED & GLASS WINDOW



EXISTING 1/2 MAN ACCESS DOOR


A-421

11

FULLY REPOINT INTERIOR BRICK WALLS & MASONRY OPENINGS

FULLY REPOINT EXTERIOR MASONRY OPENINGS

EXISTING PLANK & TIMBER FRAMED FLOOR

EXISTING 9X12 TIMBER POST, TYP.

EXISTING 4X6 TIMBER X-BRACING, TYP.

EXISTING BELL ACCESS HATCH & WOOD RAILING TO REMAIN

R 9' - 4"

UP

STAIRS TO BELFRY

UTILIZE LOCATION W3 OPENING TO REMOVE EXISTING AND PROVIDE NEW WORK. VERY LIMITED ACCESS IS AVAILABLE TO THE STEEPLE AND SPIRE AREAS VIA INTERNAL CIRCULATION

1

A-400

1

A-400

L1

L2

L3

L4

L5

L6

L7

L8

EXISTING WD LOUVERS

A-421

11

EXISTING WD LOUVERS

DN

EXISTING STAIR ACCESS HATCH TO LANTERN BELOW. APPLY NEW FLUID APPLIED ROOF COATING FOR WATER-TIGHT SEAL

EXISTING COPPER-COVERED WD PANEL BELL HATCH & WD DECK. APPLY NEW FLUID APPLIED ROOF COATING FOR WATER-TIGHT SEAL

FULLY REPOINT EXTERIOR MASONRY OPENINGS

EXISTING 9X12 TIMBER POST, TYP.

EXISTING 4X6 TIMBER X-BRACING, TYP.

REBUILD MASONRY IN CROSSHATCHED AREA FROM LANTERN DECK (ELEVATION +/-150' - 1") TO SPIRE (+/- 194' - 8")

R 8' - 8"

REBUILD BRICK SILL @ L7

REMOVE EXISTING & PROVIDE NEW 16 OZ COPPER SCUPPER & DS

REMOVE & REINSTALL LEADERS AS REQUIRED

UP

STAIRS TO SPIRE

REPOINT ALL MASONRY FROM LANTERN DECK (ELEVATION +/- 150' - 1") TO SPIRE (+/- 194' - 8")

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�400

BUILDING SECTION THROUGH STEEPLE &

ENLARGED PLANSWestminster Presbyterian Church

1845

1/4

" =

1'-0"

1W

AL

L S

EC

TIO

N -

SP

IRE

1/4" = 1'-0"2

ENLARGED PLAN - LANTERNNORTH

1/4" = 1'-0"3

ENLARGED PLAN - BELFRYNORTH

GENERAL NOTES

1. REMOVE EXISTING FIRE SUPPRESSION GLASS & LIQUID-FILLED GLOBES IN MASONRY STEEPLE & WOOD-FRAMED SPIRE PRIOR TO RESTORATIVE WORK. ALL BULBS SHOULD BE CONSIDERED AS FRAGILE & DANGEROUS. AS SUCH, HANDLE W/ EXTREME CAUTION & CARE. REINSTALL ONLY AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITY.

2. FULLY VACUUM & CLEAN ENTIRY LANTERN & BELFRY PLATFORMS & STAIRS. REMOVE MISCELLANEOUS DEBRIS.

ELEVATION 168' - 1"ELEVATION 150' - 1"



REPLACE EXISTING COPPER GUTTER AND STRAPS, PROVIDE NEW TO MATCH ORIGINAL IN EVERYWAY INCLUDING BUT NOT LIMITED TO SIZE, SHAPE AND MATERIAL THICKNESSES.

PAINT EXISTING WOOD TRIM & DENTIL MOULDINGS @ 18" O.C.; REPAIR & PAINT OR REPLACE & PAINT AS NECESSARY


COMPRESSIBLE NEOPRENE TAPE

1/2" TYPE 'X' GYPSUM THERMAL BARRIER

EXISTING WOOD DECKING

PAINT EXISTING WOOD AND/OR METAL FASCIA AND CORNICE IN ITS ENTIRETY


5

A-420

EPDM COUNTER FLASHING2' - 0"

4-1/2" RIGID INSULATION

REMOVE STONE CAP, SALVAGE FOR RE-INSTALLATION

CONTINUOUS THROUGH WALL METAL FLASHING


REPOINT EXISTING MASONRY WALL IN ITS ENTIRETY



3/8" MORTAR JOINT WITH 1/8" WEEPS @ 2'-0" O.C.

5' -

4"

±

CONT. BEAD SEALANT AROUND DOWEL PENETRATIONS

PROVIDE 3/16" X 2" LONG STAINLESS STEEL DOWELS, (3) PER STONE

MIN

.

1' -

6"

INSERT REGLET INTO EXISTING MORTAR JOINT

WEDGE AND SEALANT

TERMINATION BAR

COPPER REGLET

1' - 0" ±


1/2" HEMMED EDGE, TYP.


RE

PO

INT

FA

CE

BR

ICK

FO

R E

NT

IRE

LE

NG

TH

O

F P

AR

AP

ET

FR

OM

DE

CK

LE

VE

L T

O 2

'-0"

BE

LO

W (

RO

OF

9 O

NLY

)

2' -

0"

5' -

0 1

/2"

1' - 0"

REMOVE AND REINSTALL CLAY CAMEL BACK COPING OF PARAPET, PROVIDE THROUGH WALL FALSHING THAT IS INTERLOCKED TO ROOF COPPER COUNTER FLASHING. SET CAP IN CONTINUOUS BED OF MORTAR





VA

RIE

S

VA

RIE

S

RE

PO

INT

FA

CE

BR

ICK

FO

R E

NT

IRE

LE

NG

TH

OF

PA

RA

PE

T F

RO

M C

OP

ING

T

O

2'-0"

BE

LO

W D

EC

K



5 1

/4"

10

3/4

"

2" 1' - 0" ± 2 1/4"

REMOVE AND REINSTALL EMBATTLED STONE CAP OF PARAPET, PROVIDE THROUGH WALL FLASHING THAT IS INTERLOCKED TO ROOF COPPER COUNTER FLASHING. SET STONE IN 3/8" MORTAR JOINT. MORTAR ALL TRANSVERSE JOINTS

COPPER THROUGH WALL FLASHING WITH CONTINUOUS INTERLOCK WITH COPPER COUNTER FLASHING



2' -

1 1

/2"

2' -

0"

1' - 4 1/4"

REMOVE EXISTING ±2" BALLASTED/MODIFIED BITUMEN/VB OVER BUILT-UP ROOFING OVER SLOPING WOOD DECK AND ALL RELATED FLASHINGS AND SEALANTS



RO

OF

9 O

NLY

: R

EB

UIL

D B

RIC

K M

AS

ON

RY

W

ITH

EM

BA

TT

LE

D S

TO

NE

CA

P P

AR

AP

ET

IN

IT

S E

NT

IRE

TY

DO

WN

TO

TH

E R

OO

F D

EC

K.

RE

MO

VE

, S

ALV

AG

E A

ND

RE

INS

TA

LL A

LL

FA

CE

BR

ICK

. P

RO

VID

E N

EW

CLA

Y

CO

MM

ON

BR

ICK

WIT

HIN

TH

E B

AC

K U

P A

S

NE

CE

SS

AR

Y

RO

OF

9 O

NLY

: R

EP

OIN

T F

AC

E B

RIC

K F

OR

E

NT

IRE

LE

NG

TH

OF

PA

RA

PE

T F

RO

M D

EC

K

LE

VE

L T

O 2

'-0"

BE

LO

W


COPPER REGLET

WEDGE AND SEALANT

INSERT REGLET INTO EXISTING MORTAR JOINT


COPPER TERMINATION BAR


3"





REMOVE AND REINSTALL GUTTER HANGERS

SEALANT






COUNTER FLASHING

MIN

.

1' -

0"

EDGE OF EXISTING FASCIA AND COUNTER FLASHING

EXISTING GUTTERREMOVE AND REINSTALL TOP GUTTER HANGERS, TYP.

LINE OF GUTTER HANGER BELOW COUNTER FLASHING

SEALANT AROUND PERIMETER OF GUTTER HANGER

6

A-410

1

A-410

REPLACE EXISTING COPPER GUTTER AND STRAPS, PROVIDE NEW TO MATCH ORIGINAL IN EVERYWAY INCLUDING BUT NOT LIMITED TO SIZE, SHAPE AND MATERIAL THICKNESSES.





PAINT EXISTING WOOD FASCIA, TRIM AND CORNICE IN ITS ENTIRETY


5

A-420

EPDM COUNTER FLASHING


2' - 0"

2' -

0" ± 2' - 0"

REM

OVE

AND R

EPLA

CE S

LATE

SHIN

GLE

SREM

OVE

AND R

EPLA

CE TW

O

CO

URSES O

F SLATE S

HIN

GLES

, WRAP

EPDM

OVE

R R

IDG

E


WEDGE AND SEALANT

EXISTING WINDOW

BRICK BEYOND

CONTINUOUS 20 OZ. COPPER CLEAT



16 OZ. COPPER FLASHING

4' - 6"MASTIC / SEALANT




COPPER FLASHING

COPPER FLASHING

SOLDER OR SEAL ALL SCUPPER JOINTS, TYP.

BREAK METAL, TYP.

WEDGE & SEALANT


BONDING ADHESIVE


16 OZ. HEMMED COPPER FLASHING


1/2" SEALANT JOINT

EXISTING LEADED WINDOW

BRICK BEYOND

TERMINATION BAR


EXISTING ROOF STRUCTURE

BACKER ROD AND SEALANT

MASTIC / SEALANT


DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�410

ROOF DETAILSWestminster Presbyterian Church

1845

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

EAVE DETAIL

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

PARAPET DETAIL

1 1/2" = 1'-0"7

PARAPET DETAIL

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

EMBATTLED PARAPET DETAIL

1 1/2" = 1'-0"8

BASE TIE-IN DETAIL3" = 1'-0"

6SECTION DETAIL

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

PLAN DETAIL

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

EAVE DETAIL

1 1/2" = 1'-0"10

SECTION DETAIL

1 1/2" = 1'-0"9

SCUPPER & ROOF DRAIN DETAIL

3" = 1'-0"11

EPDM FLASHING @ WINDOW SILL



REMOVE EXISTING AND PROVIDENEW 16OZ COPPER CAP TO MATCH ORIGINAL PROFILE

PROVIDE MODIFIED BITUMEN UNDERLAYMENT WITHSLIP SHEETING BETWEEN COPPER

CONTINUOUS LOCK SEAM OVER BLIND NAILING OF COUNTERFLASHING

16OZ COPPER COUNTERFLASHING

CONTINUOUS 20 OZ COPPER LOCK STRIP

6"

± 4"

±4

"


EXISTING WALL & ROOF CONSTRUCTION

EXISTING COPPER GUTTERS ARE TO REMAIN. REPLACE ALL THROUGH BOLTS AT COPPER TOP HANGERS AND UNDER BRACKETS WITH NEW STAINLESS STEEL 3/16" DIA. ROUND HEAD BOLTS AND NUTS, VIF EXACT SIZE IN FIELD

PAINT EXISTING WOOD AND/OR METAL FASCIA AND CORNICE IN ITS ENTIRETY

PAINT EXISTING WOOD TRIM

NON FERROUS WEDGE AND SEAL

COUNTERFLASHING, 16 OZ. COPPER SHEET

MODIFIED BITUMENUNDERLAYMENT

EXIST. WOOD ROOFDECK BOARDS (±7/8")

20 OZ COPPER CLEAT @ 24" O.C.

16 oz. FLAT SEAM COPPER ROOF

EXISTING BRICK

EXISTING BRICK

SEPARATION SHEET

SLOPE

MIN

. 8"

MO

DIF

IED

BIT

UM

EN

U

ND

ER

LA

YM

EN

T

MIN

. 4"

OV

ER

LA

P

± 1

2"

EXIST. WOOD ROOF DECK BOARDS

EXIST. WOOD RAFTER

PROVIDE NEW MODIFIED BITUMENUNDERLAYMENT @ WHOLE AREA

ROSIN PAPER BETWEEN FLASHING ANDUNDERLAYMENT

REMOVE & REPLACE SLATE ROOFING, FASTEN SLATE WITH LARGE FLAT HEAD COPPER WIRE NAILS

16OZ. COPPER FLASHING

20 OZ COPPER CLEAT

REMOVE EXISTING & PROVIDE NEW FLAT SEAM COPPER ROOFING

INVERTED V

MIN

. 6"

MIN

. 8"

ALL SEAMS ARE TO BE MALLETED AND SOLDERED WITH 1/2" MINIMUM LOCK SEAMS. PROVIDEMODIFIED BITUMEN UNDERLAYMENT AND SEPARATION SHEETING, TYP.

20 OZ COPPER CLEATS, MIN. 2" WIDE, TYP.

2'-4" MAX.

1'-8"

MA

X.

EXISTING BRICK

NON FERROUS WEDGE AND SEAL

COUNTERFLASHING, 16 OZ.COPPER SHEET

MODIFIED BITUMENUNDERLAYMENT

EXIST. WOOD ROOF DECK BOARDS (±7/8")

20 OZ. COPPER CLEAT 24" O.C.

20 OZ. COPPER BASE FLASHING

EXIST. BRICK

SEPARATION SHEET

MIN. 10" BASE FLASHING

MIN

. 8"

MO

DIF

IED

BIT

UM

EN

UN

DE

RLA

YM

EN

T

MIN

. 4"

OV

ER

LA

P

± 1

2"

VIF

MA

TC

H O

RIG

INA

L F

LA

SH

ING

CO

VE

RA

GE

3/4"

5 1/2"

3/4"

5 3

/4"

7 1

/4"

1" 3/8"


EXISTING ROOF STRUCTURE


1' -

1"

RE

MO

VE

EX

IST

ING

A

ND

PR

OV

IDE

NE

W

WO

OD

FA

SC

IA/

CO

RN

ICE

TO

MA

TC

H

OR

IGIN

AL. V

ER

IFY

ALL

TR

IM P

RO

FIL

ES

AN

D

MA

TC

H. P

AIN

T A

LL

10 /A-411

9 /A-411

3' - 4"

15

' -

4"

1' -

2 1

/2"

1' -

2 1

/2"

2' -

0"

REMOVE ALL HORIZONTAL WOOD SLATS. PROVIDE NEW 16 OZ. COPPER SHEET METAL CLADDING OVER ALL NEW PRESSURE TREATED WOOD SLATS AND EXISTING FRAME (PAINT WOOD PRIOR TO CLADDING IN COPPER). MATCH ORIGINAL WOOD SHAPES AND PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR APPROVAL BY THE ARCHITECT.

PROVIDE NEW 16 OZ. COPPER BASE COUNTERFLASHING APRON OVER EXISTING SAND STONE TO REMAIN. MATCH ORIGINAL SHAPES & PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS FOR APPROVAL FROM ARCHITECT

EXISTING BRICK BEYOND

EXISTING WOOD TRIM BEYOND

WOOD JAMB EXTENDS INTO MASONRY WALL

1' -

5"

3"

2"

MIN

.

1' - 0 1/2"

PROVIDE NEW BLACK INSECT SCREEN IN FRAME, FASTENED TO LOUVER FRAMES ON INTERIOR OF ALL BELFRY LOUVER OPENINGS


PROVIDE NEW 16 OZ. COPPER BASE COUNTERFLASHING APRON OVER EXISTING STONE TO REMAIN. MATCH ORIGINAL SHAPES & PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS FOR APPROVAL FROM ARCHITECT

PROVIDE COPPER CLEATS, MIN 18" O.C. FOLDED INTO CONTINUOULD LOCK STRIP (TYP.)

WRAP COPPER FLASHING OVER EXISTING SILL. MATCH ORIGINAL SHAPES & PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS FOR APPROVAL FROM ARCHITECT

REMOVE ALL HORIZONTAL WOOD SLATS. PROVIDE NEW 16 OZ. COPPER SHEET METAL CLADDING (WITH SLIP SHEETING) OVER ALL NEW PRESSURE TREATED WOOD SLATS AND EXISTING FRAME (PAINT WOOD PRIOR TO CLADDING IN COPPER) MATCH ORIGINAL WOOD SHAPES AND PROFILES EXACTLY. ALL CONSTRUCTION IS TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR APPROVAL BY THE ARCHITECT

WEDGE AND SEALANT

NOTE:SEAM & SOLDER ALL COPPER WATER TIGHT

WEDGE ROD & SEALANT

EXISTING WOOD TRIM


PROVIDE NEW 16 OZ. COPPER BASE COUNTERFLASHING APRON OVER EXISTING STONE TO REMAIN. MATCH ORIGINAL SHAPES & PROFILES EXACTLY. PROVIDE SHOP DRAWINGS FOR APPROVAL FROM ARCHITECT

WRAP COPPER FLASHING OVER EXISTING SILL. MATCH ORIGINAL SHAPES & PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS FOR APPROVAL FROM ARCHITECT

PROVIDE NEW 16 OZ. COPPER SHEET METAL CLADDING (WITH SLIP SHEETING) OVER EXISTING FRAME (PAINT WOOD PRIOR TO CLADDING IN COPPER) MATCH ORIGINAL COPPER SHAPES AND PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR APPROVAL BY THE ARCHITECT

12 /A-411

4' - 2 1/2"

5' - 0"

PROVIDE NEW 16 OZ. COPPER SHEET METAL CLADDING (WITH SLIP SHEETING) OVER NEW WOOD FRAME (PAINT WOOD PRIOR TO CLADDING IN COPPER) MATCH PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR APPROVAL BY THE ARCHITECT

REPOINT MASONRY RING

FIBER CEMENT PANEL FULLY ADHEARED TO PLYWOOD BACKING

1/4"

1 1/2"

1/4"3/4"

1/2

"1

"1

"1

/2"

1"

1"

1/2

"

5 1

/2"

2 X 6 WOOD BLOCKING

1/4" SHIM

BACKER ROD AND SEALANT (TYP.)

WEDGE AND SEALANT (TYP.)

FIBER CEMENT PANEL FULLY ADHEARED TO PLYWOOD BACKING

WOOD STOP

WOOD STOP

PROVIDE NEW 16 OZ. COPPER SHEET METAL CLADDING (WITH SLIP SHEETING) OVER NEW WOOD FRAME (PAINT WOOD PRIOR TO CLADDING IN COPPER) MATCH PROFILES EXACTLY. ALL CONSTRUCTION TO BE WATER TIGHT. PROVIDE SHOP DRAWINGS TO INCLUDE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR APPROVAL BY THE ARCHITECT

1/2" PRESSURE TREATED PLYWOOD

REPOINT

DATE:

DRAWING NUMBER





PROJECT NUMBER:

4/15/2019

A�411

ROOF, LOUVER & OCULUS DETAILSWestminster Presbyterian Church

1845

3" = 1'-0"1

SLATE RIDGE CAP FLASHING

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

EAVE DETAIL

1 1/2" = 1'-0"6

COPPER BASE TIE-IN DETAIL

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

DETAIL IMPORT 5

1 1/2" = 1'-0"7

FLAT SEAM ROOFING DETAIL

3" = 1'-0"3

SLATE STEP FLASHING DETAIL1 1/2" = 1'-0"

2EAVE DETAIL

1/2" = 1'-0"8

LOUVER ELEVATION

3" = 1'-0"9

LOUVER SILL DETAIL3" = 1'-0"

10LOUVER JAMB DETAIL

1" = 1'-0"11

OCULUS OPENING3" = 1'-0"

12OCULUS JAMB DETAIL



Westminster Presbyterian Church SITE PLAN, GENERAL NOTES...

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