general notes - connecticut

16'-8 15/32"

9'-6 25/64"

1'-0"

CHASE HALL

F I T

C H

S

T R

E E

T

W I N T E R G R E E N A V E

F A

R N

H A

M

A V

E

A103A7

A102A7

NEFF HALL

WILKINSON HALL

CH

ASE

HAL

L

HIC

KER

SON

HAL

LOFFICE BLDG 1UNIVERSITY

POLICE

WESTCAMPUSPARKINGGARAGE

CONTRACTOR'SDESIGNATED

LAYDOWNAREA

ACCESS TO LAYDOWN AREA FROM EXISTING PARKING LOT

STATE OF CONNECTICUTDEPARTMENT OF ADMINISTRATIVE SERVICES

85 Willow Street, Building 54 New Haven, CT 06511

drawing title

REVISIONS

mark date description drawing prepared by

drawing no.

approved by

drawn by

scale

date

CHRISTOPHER WILLIAMS ARCHITECTS

project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2

SCSU RESIDENCE HALL SHELF ANGLE REPAIRSSCSU, NEW HAVEN, CT

CF-RS-358

1" = 100'-0"

6/7/2019 1:48:57 PMD:\Users\DLeonard\Documents\1907 SCSU Terraces_Central_Davidleonard1689.rvt

A101

SITE PLAN AND GENERALNOTES

03/15/19

Checker

DL

JOBNORTH

TRUENORTH

1" = 100'-0"A7 CAMPUS PARTIAL PLAN

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE AND OR BUILDING AND INFORM THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. DIMENSIONS SHOWN ON THE DRAWINGS ARE TO ESTABLISH RELATIVE RELATIONSHIPS. THEY ARE BASED ON AVAILABLE INFORMATION PROVIDED BY SCSU AND OBSERVATIONS BY THE ARCHITECT AND MUST BE VERIFIED BEFORE ORDERING MATERIALS OR DOING ANY WORK. DO NOT SCALE DRAWINGS.

2. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE STATE OF CONNECTICUT BUILDING CODE AND FIRE SAFETY CODE, AS WELL AS ALL APPLICABLE FEDERAL AND STATE REGULATIONS AND REQUIREMENTS

3. BUILDINGS AND GROUNDS WILL BE OCCUPIED BY THE OWNER DURING THE WORK. SAFEGUARD PERSONNEL AND BUILDING OCCUPANTS

4. MAINTAIN ACCESS TO ALL ENTRANCES OF ALL BUILDINGS AND MAINTAIN ALL ACCESSIBLE ROUTES EXCEPT WHERE GIVEN EXPLICIT PERMISSION TO DO OTHERWISE BY THE OWNER.

5. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO WITHIN WORK ZONES AND LAYDOWN SPACES. WITHIN THE WORK ZONES, KEEP WORK AND STOCKPILE AREAS CLEAN.

6. MAINTAIN TRAFFIC AND PEDESTRIAN WAYS CLEAR OF CONSTRUCTION AT ALL TIMES. COORDINATE WORK AREAS AND BARRIERS WITH OWNER.

7. WITHIN THE LIMITS OF THE SITE THERE ARE EXISTING UTILITIES BELOW GROUND. THE CONTRACTOR SHALL COORDINATE WITH "CALL BEFORE YOU DIG" AND MAKE HIS OWN SURVEY TO VERIFY THE LOCATIONS OF ALL UTILITIES POTENTIALLY EFFECTED BY THE WORK PRIOR TO BREAKING GROUND. ALL UTILITIES ARE TO BE MAINTAINED AND PROTECTED DURING THE EXECUTION OF THE WORK.

8. THE BUILDINGS SHALL BE KEPT WATERTIGHT DURING THE EXECUTION OF THE WORK.

9. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION TO PREVENT DAMAGE, COLLAPSE OR DISTORTION OF EXISTING AND NEW WORK.

10. LANDSCAPING, SITE FURNISHINGS, FIXTURES, PAVINGS, SITE STAIRS ETC. DESIGNATED TO REMAIN SHALL BE PROTECTED DURING THE EXECUTION OF THE WORK.

11. ALL BUILDING MOUNTED EQUIPMENT, FIXTURES AND DEVICES SHALL BE PROTECTED DURING THE EXECUTION OF THE WORK.

12. THE CONTRACTOR SHALL PROVIDE NOISE, FUME. ODOR AND DUST CONTROL DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS TO CONTAIN ALL DUST, DIRT AND DEBRIS WITHIN THE CONTRACT AREA AND OUT OF OTHER OCCUPIED AND UNOCCUPIED AREAS

13. DEBRIS AND REFUSE SHALL BE REMOVED FROM THE SITE AT THE END OF EACH WORK DAY.

GENERAL NOTES

CONNECTICUT STATE BUILDING CODE -– OCTOBER 1, 2018

CT AMENDMENTS A. AMENDMENTS TO THE 2015 INTERNATIONAL BUILDING CODEB. AMENDMENTS TO ICC A117.1-2009C. AMENDMENTS TO THE 2015 INTERNATIONAL EXISTING BUILDING CODE.D. AMENDMENTS TO THE 2015 INTERNATIONAL PLUMBING CODEE. AMENDMENTS TO THE 2015 INTERNATIONAL MECHANICAL CODEF. AMENDMENTS TO THE 2015 INTERNATIONAL ENERGY CONSERVATION CODEG. AMENDMENTS TO THE 2017 NFPA 70, NATIONAL ELECTRICAL CODEH. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL CODE

INTERNATIONAL BUILDING CODE - 2015INTERNATIONAL EXISTING BUILDING CODE - 2015INTERNATIONAL MECHANICAL CODE - 2015.INTERNATIONAL PLUMBING CODE - 2015INTERNATIONAL ENERGY CONSERVATION CODE - 2015NATIONAL ELECTRIC CODE (NFPA 70) - 2017ICC/ANSI A117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2009.

CONNECTICUT FIRE SAFETY CODE - 2018CT AMENDMENTS - 2018INTERNATIONAL FIRE SAFETY CODE - 2015NFPA 101 - 2015

CONNECTICUT FIRE PREVENTION CODE - 2018CT AMENDMENTS - 2018NFPA 1 2015

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)OSHA 29 CFR PART 1910 OCCUPATIONAL SAFETY AND HEALTH REGULATIONSOSHA 29 CFR PART 1926 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION

GOVERNING REGULATIONS

PROJECT DESCRIPTION1. REPLACEMENT OF SHELF ANGLES SUPPORTING BRICK VENEER AT 4 DORMITORIES AT

SOUTHERN CONNECTICUT STATE UNIVERSITY THE WORK ALSO INCLUDES ADDING SOLAR FILM TO THE INSIDE FACES OF WINDOWS AT EACH BUILDING

2. THE WORK WILL BE EXECUTED IN 2 PHASES EACH INVOLVING 2 BUILDINGS

PHASE 1: CHASE AND WILKINSON HALLSPHASE 2: HICKERSON AND NEFF HALLS

3. THE BUILDINGS WILL BE OCCUPIED DURING THE ENTIRE DURATION OF CONSTRUCTION, PROVISION SHALL BE MADE TO PROVIDE ACCESS AND MAINTAIN ALL EXITS WHILE THE BUILDINGS ARE OCCUPIED. PRIVACY FILM SHALL BE INSTALLED ON ALL WINDOWS EXCEPT FOR THOSE SPECIFICALLY NOTED IN THE SPECIFICATIONS.

CW

PROVIDE TEMPORARY CHAIN LINK FENCE ENCLOSURE WITH LOCKING GATE

1 06/07/19 Addendum No. 2

1

1 2 3 4 5 7 8 9 10 11 12 13 14 15

Level 010' - 0"

Level 0210' - 3 3/8"

Level 0319' - 0 3/8"

Level 0427' - 9 3/8"

Level 0536' - 6 3/8"

Level 0645' - 3 3/8"

T.O. Roof Slab54' - 0 3/8"

T.O. Elev/Mach69' - 9 3/8"

7.3 7.76

4 COURSES

4 COURSES

4 COURSES

4 COURSES

4 COURSES

5 COURSES

LIMESTONE EXCLUDED

A211C7

AC

AC AC AC

REPLACE DAMAGED BRICK, INCLUDED IN BASE PROJECT WHERE INDICATED BY CROSS HATCH (TYPICAL)

22'-8" +/- (TYPICAL) GRAY TONE INDICATES WINDOWS TO RECEIVE SOLAR FILM ON INSIDE FACE OF GLASS (TYPICAL)

198" - 8" +/-

1 2 3 4 5C1

C502

D3A501

D2A501

A6A501

C3A501

C2A501

A501A3

REMOVE AND REPLACE 4 COURSES OF BRICK AT SHELF ANGLE (TYPICAL)

REMOVE AND REPLACE 5 COURSES OF BRICK AT SHELF ANGLE BELOW ROOF

8" 8"

LIP BRICKS AND FLASHING COVERING LOOSE LINTELS. PROVIDE FULLY SOLDERED END DAMS IN NEAREST HEAD JOINT BEYOND LINTEL

AT ROOF LEVEL REPLACE SHELF ANGLES WITH LOOSE LINTELS

AT ALL OTHER FLOORS REPLACE SHELF ANGLES WITH NEW SHELF ANGLES

LINTELS BEARING ON MORTAR BED

D5A501

1

1. THIS ELEVATION WAS DEVELOPED FROM ORIGINAL CONSTRUCTION RECORD DOCUMENTS AND FIELD OBSERVATIONS BY THE ARCHITECT.

2. THE ELEVATIONS ARE DRAWN TO SCALE (SEE GRAPHIC SCALE) AND CAN BE SCALED FOR ESTIMATING PURPOSES

3. DIMENSIONAL VERIFICATION AND CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR

4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. REPORT SIGNIFICANT DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH AFFECTED WORK.

ELEVATION GENERAL NOTES0' 4' 8' 16' 24'1/8" = 1'-0"A7 CHASE HALL EAST ELEVATION STATE OF CONNECTICUT

DEPARTMENT OF ADMINISTRATIVE SERVICES


drawing title

REVISIONS


drawing no.

approved by

drawn by

scale

date


project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2


CF-RS-358

As indicated

6/7/2019 1:51:11 PMD:\Users\DLeonard\Documents\1907 Chase Hall Central_Davidleonard1689.rvt

A211

CHASE HALL EASTELEVATION

03/15/19

Checker

DL

1/4" = 1'-0"C7 ENLARGED PARTIAL ELEVATION - TYPICAL DETAILSCHASE HALL

0' 4' 8' 12'

CW


Level 10' - 0"

Level 210' - 3 3/8"

Level 319' - 0 3/8"

Level 427' - 9 3/8"

Level 536' - 6 3/8"

Level 645' - 3 3/8"

T. O. Roof Slab54' - 0 3/8"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A221C7

ACAC AC AC

FIRE DEPARTMENT CONNECTION

GRAY TONE INDICATES WINDOWS TO RECEIVE SOLAR FILM ON INSIDE FACE OF GLASS (TYPICAL)

210' - 8" +/-

(TYPICAL)22' - 8" +/- 10' - 6" +/-

1 2 3

C3A502

D3A501

C3A501

C2A501

D2A501

A501A3

REMOVE AND REPLACE 4 COURSES OF BRICK AT SHELF ANGLE (TYPICAL)



AT ALL OTHER FLOORS REPLACE SHELF ANFLES WITH NEW SHELF ANGLES

8" 8"

8-INCH BEARING ON MORTAR BED

A5A501

1





ELEVATION GENERAL NOTES



drawing title

REVISIONS


drawing no.

approved by

drawn by

scale

date


project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2


CF-RS-358

As indicated

6/7/2019 12:50:43 PMD:\Users\DLeonard\Documents\1907 Wilkinson Hall Central_Davidleonard1689.rvt

A221

WILKINSON HALL SOUTHELEVATION

03/15/19

Checker

DL

1/8" = 1'-0"A7 WILKINSON HALL SOUTH ELEVATION0' 4' 8' 16' 24'

1/4" = 1'-0"C7 ENLARGED PARTIAL ELEVATION - TYPICAL DETAILS0' 4' 8' 12'

LIMESTONE EXCLUDED (TYPICAL)

HATCHED AREA INDICATES LOCATIONS OF SHELF ANGLES TO BE REPLACED

WILKINSON HALL

CW

4 COURSES

4 COURSES

4 COURSES

4 COURSES

4 COURSES

4 COURSES

KEEP EXISTING BRICK AND FLASHING AT ROOF LEVEL

1 06/07/17 ADDENDUM No. 2

1 2 3 4 5 7 8 9 10 11 12 13 14 15

Level 010' - 0"

Level 0210' - 3 3/8"

Level 0319' - 0 3/8"

Level 0427' - 9 3/8"

Level 0536' - 6 3/8"

Level 0645' - 3 3/8"

T.O. Roof Slab54' - 0 3/8"

T.O. Elev/Mach69' - 9 3/8"

7.3 7.76

4 COURSES

4 COURSES

4 COURSES

4 COURSES

4 COURSES

5 COURSES

LIMESTONE EXCLUDED

A231C7



22' - 8" +/-

198' - 8" +/-

1 2 3 4 5D5

A501

A6A501

C3A501

C2A501

D3A501

D2A501

REMOVE AND REPLACE 5 COURSES OF BRICK AT SHELF ANGLE BELOW ROOF

REMOVE AND REPLACE 4 COURSES OF BRICK AT SHELF ANGLES (TYPICAL)

A501A3




8" 8"

8-INCH BEARING ON MORTAR BED

C1A502 1






0' 4' 8' 16' 24'

1/8" = 1'-0"A7 HICKERSON HALL EAST ELEVATION



drawing title

REVISIONS


drawing no.

approved by

drawn by

scale

date


project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2


CF-RS-358

As indicated

6/7/2019 1:34:38 PMD:\Users\DLeonard\Documents\1907 Hickerson Hall Central_Davidleonard1689.rvt

A231

HICKERSON HALL EASTELEVATION

03/15/19

Checker

DL

CONCRETE BEAM

0' 4' 8' 12'

0' 4' 8' 16' 24'

HICKERSON HALL1/4" = 1'-0"C7 ENLARGED PARTIAL ELEVATION - TYPICAL DETAILS

CW


Level 10' - 0"

Level 210' - 4"

Level 319' - 0"

Level 427' - 8"

Level 536' - 4"

T. O. Roof Slab45' - 0"

Grade-3' - 0"

T.O. Roof StairTower

54' - 0"

T.O. Roof ElevatorMachine Room

62' - 8"

4 2 15679111213141617 10 315 8

7'-0

" +/-

A241C7

HATCHED AREA INDICATES LOCATIONS OF SHELF ANGLES TO BE REPLACED

LIMESTONE EXCLUDED (TYPICAL)

GAS METER

ACACAC


C7A243

REPLACE EXISTING SHELF ANGLE WITH NEW PER D2/A501

4 COURSES

4 COURSES

4 COURSES

4 COURSES

4 COURSES

REPLACE EXISTING SHELF ANGLE WITH NEW PER D2/A501


7' - 4" +/- 14' - 0" +/- 60' - 2" +/- 42' - 0" +/- 47' - 10" +/- 14' - 0" +/- 7' - 4" +/-

C7A502

TYPICAL RELIEVING ANGLE DETAIL AT OUTSIDE CORNER

1

1213

C3A501

C2A501

B6A501

D3A501

D2A501

A501A3

8" 8"




BETWEEN LOOSE LINTELS

C4A502

1








drawing title

REVISIONS


drawing no.

approved by

drawn by

scale

date


project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2


CF-RS-358

As indicated

6/7/2019 1:13:48 PMD:\Users\DLeonard\Documents\1907 Neff Hall Central_Davidleonard1689.rvt

A241

NEFF HALL SOUTHELEVATION

03/04/2019

Checker

DL

1/8" = 1'-0"A7 NEFF HALL SOUTH ELEVATION0' 4' 8' 16' 24'

1/4" = 1'-0"C7 ENLARGED PARTIAL ELEVATION - TYPICAL DETAILS0' 4' 8' 12'

NEFF HALL

REMOVE AND REPLACE 4 COURSES OF BRICK AT SHELF ANGLES (TYPICAL)

CW

1 06/07/19 BID ADDENDUM No. 2

Expansionbolts ƒ" Diam.min. 4" embed

MAXIMUM BRICK OVERHANG 1 1/8"

HORIZONTAL LEG - SEE TABLE 1 ABOVEIF DIMENSIOM "A" EXCEEDS 1/2-INCH NOTIFY ARCHITECT

EXISTING BRICK REMAINS

NEW EXPANSION BOLT - SEE TABLE 1 ABOVE FOR DIAMETER

DIMENSION "B" - SEE TABLE 1 ABOVE

A

"B"

. .

6" x 3/8" ANGLE WITH HORIZONTAL LEG AS DETERMINED IN TABLE 1 ABOVE

EXISTING EMBEDDED HARDWARE FOR EXISTING BOLTS REMAINS IN PLACE. LOCATE NEW BOLTS TO AVOID INTERFERENCE WITH IMBEDS

REM

OVE

AN

D R

EPLA

CE

FOU

R S

OU

RSE

S O

F BR

ICK

DIMENSION "B"(INCHES)

4 TO 4 1/4 4 1/4 TO 4 5/8 4 5/8 TO 4 3/4 4 3/4 TO 5 1/8

L6 x 3 x 3/8 L6 x 4 x 3/8L6 x 3 1/2 x 3/8 L6 x 3 1/2 x 3/8ANGLE SIZE

SHIM THICKNESS SEE NOTE 1 1/8-INCH NOT NEEDED 1/8-INCH NOT NEEDED

TABLE 1 - SHELF ANGLE, SHIM AND ANCHOR CONFIGURATIONS FOR VARIOUS CAVITY WIDTHS

4" EMBED

NOTE 1: SHIMS GREATER THAN 1/8-INCH MUST BE WWLDED TO SHELF ANGLE AND BEAR ON BOLT TO PREVENT BOLT BENDING

REM

OVE

A B

AND

OF

SLAT

E PR

OVI

DE

NEW

MAT

CH

ING

SLA

TE

10"

BEFORE DEMO INSTALL HELIFIX ANCHORS (4) PER PIECE OF SLATE

BRICK VENEER BEYOND

DRIP EDGE RETURNS TO MEET THROUGH-WALL FLASHING AT WINDOWS

SILICONE SEALANT AND BACKER ROD

NEW PRE-FINISHED ALUMINUM CLOSURE -0.063 ALUMINUM BREAK FORMED, DARK BRONZE COLOR

MECHANICALLY ATTACH TO EXISTING WINDOW FRAMES 16-INCHES O.C. USING ONLY STAINLESS STEEL OR ALUMINUM SCREWS

ATTACH ALUMINUM CLOSURE OVER 1/16-INCH BUTYL TAPE

EXISTING ALUMINUM WINDOW TO REMAIN IN PLACE. PROTECT FROM DAMAGE AND CONTACT WITH MORTAR

TYPICAL NEW SHELF ANGLE: L6x3x3/8, HOT DIP GALVANIZED

4"

4"

EXISTING STIRRUP BARS

EXISTING EMBEDDED HARDWARE FOR EXISTING BOLTS TO REMAIN IN PLACE. LOCATE NEW BOLTS TO AVOID INTERFERENCE WITH EMBEDS

NEW EXPANSION BOLTS - MINIMUM 4-INCH EMBEDMENT, SPACE 4-FT O.C. MAX. BEFORE DRILLING USE DETECTORS TO AVOID HITTING REBARS

16 OZ COPPER CONTINUOUS FLASHING

NEW SELF-ADHERED MEMBRANE UNDER FABRIC FLASHING AND TERMINATE WITH LIQUID MEMBRANE

EXISTING SLATE PANEL

EMBED

0' - 4"

.

THICKNESS OF NEW SLATE SAME AS EXISTING

SECURE NEW SLATE PANELS WITH HELIFIX ANCHORS, (3) PER PIECE OF STONE

FILL HOLE WITH MORTAR MATCHING COLOR OF SLATE

FILL HOLE WITH MORTAR MATCHING COLOR OF SLATE

MIN. 2" OVERLAP. MODIFY SLATE AS NEEDED TO FIT OVER BOLT & FLASHING

HOLD MORTAR BACK 1" AND PROVIDE SILICONE SEALANT AND BACKER ROD

REMOVE AND REPLACE 4 CRS OF BRICK

PROVIDE (1) ROW OF NEW BRICK ANCHORS 24-INCHES O.C. WITH SEISMIC WIRE. ROOF LEVEL ONLY

DISCARD EXISTING FABRIC FLASHING AND PROVIDE FULL COVERAGE WITH NEW SELF ADHERED MEMBRANE

EXISTING BRICK TO REMAIN

EXISTING CONCRETE

HOLD MORTAR BACK 1" AND PROVIDE SILICONE SEALANT AND BACKER ROD



DISCARD EXISTING FABRIC FLASHING AND PROVIDE FULL COVERAGE WITH NEW SELF ADHERED MEMBRANE


EXISTING CONCRETE

VERIFY THAT HELICAL ANCHORS ARE PRESENT IN PORTION OF WALL THAT REMAINS TO AVOID LEAVING BRICK UNSUPPORTED



DISCARD EXISTING FABRIC FLASHING AND PROVIDE FULL COVEREAGE WITH NEW SELF ADHERED MEMBRANE.


TOP 9$0 COURSES AND COPPER FLASHONG CAP TO REMAIN IN PLACE

ADJUST ANCHOR BOLT LOCATIONS TO AVOID HITTING REBAR

WELDED CORNERS AT SHELF ANGLES, HOT DIP AFTER FABRICATIONVERIFY WITH OWNER'S REPRESENTATIVE BEFORE INSTALLING

SEE NOTE REGARDING TIES BELOW

NOTE REGARDING TIES:WHERE BRICK REMOVAL EXTENDS HIGHER THAN (4) COURSES, PROVIDE TIES EVERY THIRD COURSE, BOTH FACES OF WALLS

MIN. 6-INCHES FROM FACE OF CONCRETE

MIN. 6-INCHES FROM FACE OF CONCRETE

.

.

POSITION BOLTS TO AVOID HITTING STIRRUPS AND

REBAR

SHELF ANGLE BELOW



drawing title

REVISIONS


drawing no.

approved by

drawn by

scale

date


project no.

project

CAD no.

7 6 5 4 3 2 1

D

C

B

A

D

C

B

A

7 6 5 4 3 2


CF-RS-358

As indicated

6/7/2019 2:37:58 PMD:\Users\DLeonard\Documents\1907 SCSU Terraces_Central_Davidleonard1689.rvt

A502

DETAILS

03/15/19

Checker

Author

3" = 1'-0"A7 SHELF ANGLE SHIM DETAILS AND REQUIREMENTS3" = 1'-0"A4 SLATE ANCHORING REPAIR DETAIL AT WINDOW HEAD

3" - 1'-0"C4 LEVEL BETWEEN WINDOWS3" = 1'-0"C1 LEVEL BETWEEN WINDOWS

3" = 1'-0"C3 LEVEL BETWEEN WINDOWS3" = 1'-0"C7 PLAN DETAIL - NEFF OUTSIDE CORNER

1

CHASE & HICKERSON AT ROOFWILKINSON AT ROOFNEFF AT ROOF
