Approved Skylight and Roof Drawings.pdf

BUILDING DATADRAWING INDEX

CONSTRUCTION TYPE: TYPE 5B

OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-3

NUMBER OF STORIES: ONE

PROJECT WORK AREA: 191 +/- SF

SPRINKLER SYSTEM: EXISTING

CODE COMPLIANCE: NYS 2020 RESIDENTIAL CODE

NFPA 101 LIFE SAFETY CODE

CHAPTER 33 - EXISTING

BOARD & CARE OCCUPANCIES

ARCHITECTURAL

COVER SHEET CS-101

ROOF DEMOLITION PLAN A-101

ROOF PLANS A-102

SKYLIGHT DETAIL & ELEVATION A-601

SPECIFICATIONS SP-101

SKYLIGHT AND ROOF RENOVATION

11768 HANOVER ROAD, SILVER CREEK NY 14136

NYS OFFICE FOR PEOPLE WITH DISABILITIES

1200 EAST AND WEST ROAD

WEST SENECA, NY 14224

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P:716.923.0133 F:716.923.0136

SITE LOCATION MAP PROJECT LOCATION

SCALE :

KEY PLAN

N.T.S.

BEDROOM

BEDROOM

LOCATION OF

NEW WORK

- SKYLIGHT

REMOVAL

H A

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BEDROOM

BEDROOM

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LAUNDRY

BATH

BATH

PANTRY

DRAWING No.

PROJECT No: 24-021

DATE: 5/31/2024

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CAPITAL SERVICES

ACCEPTED FOR CONSTRUCTION

By: stroudjj 09/26/2024Date:

SCALE :

ROOF DEMO PLAN

1/8" = 1'-0''

'-4

1 2"

'-1 1 4"

'-2

8"

6' -0

8'-41 2" 49'-93

8" 21'-25 8" 11'-6" 4'-81

2"

'-6

'-0

'-6

8'

-1

4"

4'-9"16'-6"16'-11 2"16'-101

2"16'-11 2"25'-21

2"

6' -1

2"

VALL

EY

VALLEY

RIDGE

R

ID

G E

R

ID

G E

R

ID

G E

RIDGE

D1

D2

D5

D3

D4

(TYP OF 6)

P1

P12

P2 P3

P4 P5

P6

P7

P8

P9P10P11

D2D4

D2 D4 D2D4

D2 D4

D2D4

D2 D4

D2 D4

D2 D4

D2 D4

D2 D4

D6

D6

D7

D8

D7

D9

D4

D10

D4

D4

D2

D4

D4

D4

D4

SLOPE

SLOPE

SLOPE

SLOPE

SLOPESLOPE

SLOPESLOPE

SL

O

PE

SL

O

PESL

O

PE

SL

O

PE

A-601

REMOVE ALL EXISTING ROOFING MATERIALS ENTIRELY, INCLUDING

BUT NOT LIMITED TO: ASPHALT SHINGLE, ROOF UNDERLAYMENT;

FELT, ICE AND WEATHER SHIELD, ALL ROOF PATCHING MATERIAL

SUCH AS ROOF TAR, COAL PITCH ETC. FLASHINGS, SEALANTS, METAL

DRIP EDGES, RIDGE VENTS, GRAVITY VENTS, ETC. THE EXISTING

ROOF DECK PLYWOOD SHEATHING SHALL REMAIN. ALL ROOFING

MATERIAL FASTENERS SHALL BE REMOVED FROM THE PLYWOOD

ROOF DECK SHEATHING.

REMOVE ALL EXISTING GUTTERS, DOWN SPOUTS AND SPLASH

BLOCKS ENTIRELY, INCLUDING BUT NOT LIMITED TO; ALL FLASHING

AND FASTENERS. WHERE THE RDL'S ARE CONNECTED TO & BELOW

GRADE DRAINAGE SYSTEM, THE CONTRACTOR SHALL DISCONNECT

THE RDL IN A MANNER THAT A NEW CONNECTION CAN BE PROPERLY

INSTALLED. PROVIDE TEMPORARY PROTECTION TO THE

UNDERGROUND CONNECTION THAT PREVENTS DAMAGE TO THE

PIPING AND PREVENTS DEBRIS FROM ENTERING THE UNDERGROUND

DRAINAGE.

THE CONTRACTOR SHALL REMOVE AND REPLACE ALL FLASHING,

BOOTS, ETC. REFER TO NEW WORK. PREPARE OVERHANG TO

RECEIVE NEW ROOFING MATERIALS TO MATCH ADJACENT

OVERHANG IN KIND.

REMOVE ALL EXISTING ALUMINUM(METAL) FASCIA AND DRIP EDGE

FROM THE PERIMETER FASCIA BOARDS AND GABLE END BOARDS

ENTIRELY: INCLUDING BUT NOT LIMITED TO ALL FASTENERS AND

SEALANTS. THE WOOD FASCIA BOARD IS INTENDED TO REMAIN.

REMOVE ALL PARTS OF EXISTING SKYLIGHT INCLUDING BUT NOT

LIMITED TO: SILL, GLAZING, FRAME, JAMB, ETC. PREPARE OPENINGS

TO FRAMED FOR NEW SKYLIGHTS OR INFILLED PER THE ROOF PLAN

ON SHEET A-102.

EXISTING PORCH CEILING BELOW TO REMAIN.

EXISTING PORCH POST AND BEAM BELOW. REMOVE EXISTING

BREAK-METAL COVERING. REPORT ANY DAMAGE OR DETERIORATION

UNCOVERED IN THE PROCESS. PREP FOR NEW BREAK-METAL.

EXISTING PORCH BEAM BELOW TO REMAIN.

EXISTING LATICE SCREEN TO REMAIN.

EXISTING 12'X10' GARAGE DOOR BELOW. REMOVE EXISTING

BREAK-METAL COVERING FROM FRAME (APPROX. 4" FACE AND 8"

DEPTH). REPORT ANY DAMAGE OR DETERIORATION UNCOVERED IN

THE PROCESS TO THE ARCHITECT. PREP FOR NEW BREAK-METAL

COVERING.

KEYED DEMOLITION NOTES

D1

D2

D3

D4

D5

D#

D6

D7

D8

D9

D10

P1: WEST SIDE VIEW P2: SOUTH SIDE VIEW P3: SOUTH & WEST SIDE VIEW P4: SOUTH SIDE VIEW P5: SOUTH SIDE VIEW P6: EAST SIDE VIEW

P7: EAST SIDE VIEW P8: EAST & NORTH SIDE VIEW P9: NORTH SIDE VIEW P10: NORTH SIDE VIEW P11: NORTH SIDE VIEW P12: NORTH & WEST SIDE VIEW

D5

D1

D3

D2 D4

D7

D6

D7

D10

D9

A. CONTRACTOR SHALL PROVIDE TEMPORARY

SHORING/BRACING DURING DEMOLITION, SELECTIVE REMOVAL

PROCESS, TO ENSURE THAT EXISTING BUILDING COMPONENTS

DO NOT DEFLECT, MOVE OR OTHERWISE BECOME DAMAGED

DURING THE REMOVAL PROCESS OR WHILE NEW WORK IS

BEING PERFORMED

B. THE CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS

ATTACHED TO THE EXISTING ROOF/FACIA/SOFFIT SUCH AS

NAILS, SCREWS, ANCHORS, HOOKS ETC. AND PATCH THE

ASSOCIATE HOLES, ETC FOR THE INSTALLATION OF NEW

WORK.

C. DEMOLITION WORK SHALL INCLUDE ALL WORK NECESSARY TO

COMPLETE INSTALLATION OF NEW WORK/MATERIALS. WHERE

EXISTING CONDITIONS INTERFERES WITH NEW WORK -

WHETHER OR NOT SPECIFICALLY INDICATED TO BE REMOVED,

THE CONTRACTOR SHALL PERFORM COORDINATION AND

REMOVE THE MATERIAL TO THE EXTENT THAT THE NEW WORK

SHALL BE PROPERLY INSTALLED

D. ALL DAMAGED MATERIALS OR REMOVALS PERFORMED

BEYOND THAT WHICH IS REQUIRED FOR THE INSTALLATION OF

NEW WORK OR WHERE EXISTING MATERIALS ARE INTENDED

TO REMAIN, THE CONTRACTOR SHALL REPLACE THE DAMAGED

MATERIALS WITH NEW MATERIALS IN A "LIKE NEW" CONDITION

E. THE CONTRACTOR SHALL PROVIDE TARPS ON THE GROUND

TO CAPTURE SMALL DEBRIS INCLUDING FASTENERS

THROUGHOUT ALL PHASES OF WORK

F. CONTRACTOR SHALL PERFORM A FINAL GROUND CLEAN-UP

AND REMOVE ALL DEBRIS INCLUDING ALL FASTENERS FROM

THE SURROUNDING WORK AREA

G. THE CONTRACTOR SHALL PROVIDE TARPS TO TEMPORARILY

PROTECT THE BUILDING FROM ADVERSE WEATHER DURING

ALL PHASES OF THE WORK

H. THE CONTRACTOR SHALL REMOVE ALL DEMOLITION

DEBRIS/MATERIAL DAILY

I. IF ASBESTOS CONTAINING MATERIALS ARE FOUND EITHER; DO

NOT DISTURB SUCH MATERIALS THAT ARE INTENDED TO

REMAIN OR IF ASBESTOS CONTAINING MATERIALS ARE

REQUIRED TO BE REMOVED FOR THE INSTALLATION OF NEW

WORK, PROVIDE SUCH REMOVAL IN ACCORDANCE WITH

LOCAL, STATE AND FEDERAL REGULATIONS.

GENERAL NOTES

ROOF

DEMOLITION

PLAN

A-101

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DRAWING No.

architectural, p.c.

architecture planning consulting

DATE: 5/31/2024

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 24-021

ISSUED FOR 100% REVIEW

SKYLIGHT AND ROOF

RENOVATION

LOCATED AT:

11768 HANOVER AVENUE

SILVER CREEK, NY 14136

NYS OFFICE FOR PEOPLE WITH

DISABILITIES

1200 EAST AND WEST ROAD

WEST SENECA, NY 14224

9/9/2024

1 ISSUED FOR PERMIT AND BID 9/25/2024

ROOF PLAN

1/8" = 1'-0''

'-4

1 2"

'-1 1 4"

'-2

8"

6' -0

8'-41 2" 49'-93

8" 21'-25 8" 11'-6" 4'-81

2"

'-6

'-0

'-6

8'

-1

4"

4'-9"16'-6"16'-11 2"16'-101

2"16'-11 2"25'-21

2"

6' -1

2"

VALL

EY

VALLEY

RIDGE

R

ID

G E

R

ID

G E

R

ID

G E

RIDGE

P1

P12

P2 P3

P4 P5

P6

P7

P8

P9P10P11

4 24

2 4

2 4

2 4

2 4

2 4

D6

SLOPE

SLOPE

SLOPE

SLOPE

SLOPESLOPE

SLOPESLOPE

SL

O

PE

SL

O

PESL

O

PE

SL

O

PE

NOTE: PHOTO REFERENCES (P#) ARE LOCATED ON SHEET A-101.

A-601

INSTALL NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING ROOF

SHINGLES, INCULDING ROOF UNDERLAYMENT (FELT, ICE AND

WEATHER SHIELD), ALL ROOF FLASHINGS, SEALANTS, METAL DRIP

EDGES, AND RIDGE VENT. THE EXISTING ROOF DECK PLYWOOD

SHEATHING SHALL REMAIN.

INSTALL NEW ALUMINUM GUTTERS AND DOWN SPOUTS, INCLUDING

BUT NOT LIMITED TO; ALL FLASHING AND FASTENERS. WHERE THE

RDL'S ARE CONNECTED TO BELOW GRADE DRAINAGE SYSTEM, THE

CONTRACTOR SHALL DISCONNECT THE RDL IN A MANNER THAT A

NEW CONNECTION CAN BE PROPERLY INSTALLED. PROVIDE

TEMPORARY PROTECTION TO THE UNDERGROUND CONNECTION

THAT PREVENTS DAMAGE TO THE PIPING AND PREVENTS DEBRIS

FROM ENTERING THE UNDERGROUND DRAINAGE.

INSTALL NEW ALUMINUM BREAK-METAL CLADDING AND FLASHING TO

MATCH ADJACENT OVERHANG IN KIND.

INSTALL NEW ALUMINUM BREAK-METAL FASCIA COVERING AT ALL

PERIMETER FASCIA BOARDS AND GABLE END BOARDS, INCLUDING

BUT NOT LIMITED TO ALL FASTENERS AND SEALANTS. MATCH

PROFILE OF EXISTING FASCIA AND TRIM. THE WOOD FASCIA BOARD

IS INTENDED TO REMAIN.

FRAME-IN ROOF OPENINGS FOR NEW SKYLIGHTS. FRAMING TO

MATCH EXISTING ADJACENT FRAMING IN DIMENSION, 16-INCH MAX.

JOIST SPACING. INSTALL NEW ROOF SHEATHING RATED PLYWOOD

TO MATCH THE ADJCENT EXISTING PLYWOOD IN THICKNESS AND

ORIENTATION. PROVIDE AND INSTALL (3) VELUX FIXED SKYLIGHTS

MODEL FS-C04 WITH EDL FLASHING.

EXISTING PORCH CEILING BELOW TO REMAIN (NO WORK).

INSTALL NEW ALUMINUM BREAK-METAL CLADDING ON PORCH POST

AND BEAM BELOW. REPAIR ANY DAMAGE OR DETERIORATION TO THE

STRUCTURAL MEMBERS PRIOR TO INSTALLING CLADDING.

EXISTING PORCH BEAM BELOW TO REMAIN (NO WORK).

EXISTING LATICE SCREEN TO REMAIN (NO WORK).

INSTALL NEW ALUMINUM BREAK-METAL CLADDING ON GARAGE DOOR

FRAME (APPROX. 4" FACE AND 8" DEPTH). REPAIR ANY DAMAGE OR

DETERIORATION ON THE WOOD TRIM PRIOR TO CLADDING.

INFILL SKYLIGHT OPENINGS WHERE SKYLIGHTS ARE REMOVED.

FRAMING TO MATCH EXISTING ADJACENT FRAMING IN DIMENSION,

16-INCH MAX. JOIST SPACING. INSTALL NEW ROOF SHEATHING RATED

PLYWOOD TO MATCH ADJACENT EXISTING PLYWOOD IN THICKNESS

AND ORIENTATION.

KEYED CONSTRUCTION NOTES

EXISTING ROOFING TO

REMAIN UNLESS NOTED

EXISTING TRIM TO BE CLAD

WITH NEW ALUMINUM

BREAK METAL TRIM (WHITE)

REMOVE & INSTALL

NEW PREFORMED

GUTTER (TYPICAL)

2'-0" (V.I.F.)

4"

3"

2"

2"

4 1 2 "

2 1 2 "

SCALE :

TYPICAL SOFFIT END

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

NEW VENTED

ALUMINUM SOFFIT

EXISTING VINYL

SIDING TO REMAIN

ROOF

PLAN

A-102

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DRAWING No.

architectural, p.c.

architecture planning consulting

DATE: 5/31/2024

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 24-021

SKYLIGHT AND ROOF

RENOVATION

LOCATED AT:

11768 HANOVER AVENUE

SILVER CREEK, NY 14136

NYS OFFICE FOR PEOPLE WITH

DISABILITIES

1200 EAST AND WEST ROAD

WEST SENECA, NY 14224

ISSUED FOR 100% REVIEW 9/9/2024

EXTERIOR WALL SECTION - NEW WORK

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

EXISTING ATTIC

EXISTING

SPRINKLER

HEAD TO

REMAIN

PROVIDE & INSTALL

NEW WINDOW UNITS

48" X 40" DOUBLE

HUNG - TO MATCH

ADJACENT WINDOW

STYLE IN KIND

7' -1

0"

(V .I.

F.

APPROX.

GRADE

INFILL SKYLIGHT OPENINGS

WITH ROOF WOOD FRAMING

(2X6) 12" O C WITH PLYWOOD

TO MATCH THICKNESS IN

KIND (V.I.F.).

PROVIDE & INSTALL #15 FELT

UNDERLAYMENT AND 12'-0"

OF ICE & WATER SHIELD

PROVIDE & INSTALL

6"R21 FOIL FACED

BATT INSULATION.

PROVIDE & INSTALL

8" GYPSUM BD.

(PAINT)

PROVIDE & INSTALL NEW

ROOF SHINGLES TO MATCH IN

KIND, STYLE & COLOR AS

CLOSE AS POSSIBLE.

FINISHED

FLOOR

PROVIDE & INSTALL

VINYL SIDING TO

MATCH EXISTING

PROFILE & COLOR IN

KIND

PROVIDE & INSTALL

DOUBLE 2 X 12 HEADER

WITH 12" PLYWOOD

2'-0"

A A-601

PROVIDE & INSTALL

NEW ALUMINUM

GUTTER

REINSTALL TRIM

GYP. BD. THICKNESS TO

MATCH IN KIND

PROVIDE & INSTALL 2" X 6"

RAFTER FRAMING 16" O C

V.I.F.

EXISTING HEADER TO

REMAIN

PROVIDE & INSTALL FIXED

UNIT SKYLIGHT - VELUX C04

SCALE :

EXTERIOR WALL SECTION - DEMO

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

REMOVE EXSITING SKYLIGHT

IN ITS ENTIRETY INCLUDING

ROOF FLASHING

EXISTING WINDOW UNITS

TO BE REMOVED

REMOVE EXISTING RAKE

TRIM, DRIP EDGE AND

GUTTER, BOTH SIDES OF

WINDOW OPENING

EXISTING WALLBOARD

TO REMAIN

INTERIOR WINDOW

TRIM TO BE REMOVED

SALVAGE FOR REUSE

7' -1

0"

(V .I.

F.

EXISTING ROOF SHINGLES &

SYSTEM TO BE REMOVED

(REFER TO ROOF PLAN FOR

EXTENT) TO EXISTING

PLYWOOD DECK

EXISTING SPRINKLER

TO REMAIN

APPROX.

GRADE

FINISHED

FLOOR

PARTIAL EXISTING

FRAMING TO BE

REMOVED (SKYLIGHT

OPENING)

REMOVE EXISTING GYP. BD.

AROUND SKYLIGHT

OPENINGS

EXISTING ATTIC

PROVIDE & INSTALL

NEW PREFORMED

ALUMINUM GUTTER

(TYPICAL)

2'-0" (V.I.F.)

4"

SCALE :

SOFFIT DETAIL

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

PROVIDE & INSTALL NEW

ROOF SHINGLES (REFER

TO ROOF PLAN FOR

EXTENT) - MATCH SHINGLE

COLOR OF EXISTING

PROVIDE & INSTALL

VENTED METAL

SOFFIT AS SPECIFIED

PATCH VINYL SIDING:

REPLACE & COVER

TO MATCH EXISTING

PROVIDE & INSTALL

ALUMINUM & WOOD

TRIM AROUND WINDOW

UNIT TO MATCH

EXISTING IN KIND.

1 2"

(V .I.

F.

PROVIDE & INSTALL NEW 6"

WALL FACED BATT

INSULATION (R-21)

GYPSUM BOARD (PAINTED)

PROVIDE & INSTALL 2" X 6"

(V.I.F.) CRIPPLE EXTERIOR

WALL. SECURE TO

ADJACENT FRAMING AT END

CONDITIONS

LINE OF EXISTING GYP. BD.

CEILING BEYOND

PROVIDE & INSTALL NEW

2" X 12" HEADER WITH 12"

PLYWOOD

REINSTALL EXISTING

SALVAGED TRIM.

REPLACE AS REQUIRED

PROVIDE & INSTALL

ALUMINUM DRIP

EDGE

PROVIDE & INSTALL

ALUMINUM CLAD

WOOD TRIM TO MATCH

IN KIND

PROVIDE & INSTALL NEW

WINDOWS 4'-0" X 3'-4" -

VERIFY SIZE IN FIELD TO

MATCH EXISTING HEIGHT

PROVIDE & INSTALL 2 X 6

(V.I.F.) RAFTERS 16" O C TIE

INTO EXISTING FRAMING AT

TOP OF SKYLIGHT OPENING

PROVIDE & INSTALL 5 8"

(V.I.F.) PLYWOOD

SHEATHING

7' -1

0"

(V .I.

F.

SKYLIGHT

DETAIL & ELEVATION

A-601

ZAXIS ARCHITECTURAL P.C.

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, ARE THE

PROPERTY OF ZAXIS ARCHITECTURAL P.C.

UNAUTHORIZED REPRODUCTION, ALTERATION OR ADDITION TO ANY DRAWING,

DESIGN, SPECIFICATION, PLAN OR REPORT IN WHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN AUTHORIZATION OF ZAXIS ARCHITECTURAL P.C. IS PROHIBITED BY

SECTION 7209, PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW.

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

DRAWING No.

architectural, p.c.

architecture planning consulting

- ISSUED FOR 100% REVIEW 9/9/2024

DATE: 5/31/2024

SCALE: AS SHOWN

DRAWN BY: SER

CHECKED BY:

PROJECT No: 24-021

SKYLIGHT AND ROOF

RENOVATION

LOCATED AT:

11768 HANOVER AVENUE

SILVER CREEK, NY 14136

NYS OFFICE FOR PEOPLE WITH

DISABILITIES

1200 EAST AND WEST ROAD

WEST SENECA, NY 14224

DIVISION 1 - GENERAL REQUIREMENTS

1A. GENERAL NOTES

1. THE PROJECT CONSISTS OF RENOVATIONS TO THE PROPERTY LOCATED AT: 11768 HANOVER AVENUE, SILVER

CREEK, NY 14136.

2. THE CONTRACT DOCUMENTS ARE PREPARED BY ZAXIS ARCHITECTURAL, P. C., 4245 UNION ROAD, SUITE 210, BUFFALO, NEW YORK 14225. ANY CHANGES TO THE CONTACT DOCUMENTS SHALL REQUIRE APPROVAL FROM ZAXIS

ARCHITECTURAL, P.C., THE OWNER AND OPWDD.

3. THE WORK OF THE CONTRACTOR SHALL INCLUDE LABOR, MATERIALS, TOOLS, EQUIPMENT, SERVICES, ETC.

NECESSARY OR INCIDENTAL TO HIS/HER PORTION OF THE WORK SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. SHOP DRAWINGS AND/OR SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR ALL

WORK OR MATERIALS REQUIRING FABRICATION, QUALITY APPROVAL, OR COLOR SELECTION.

4. THE CONTRACTOR SHALL ORDER AND HAVE ALL MATERIALS AVAILABLE BEFORE STARTING HIS/HER WORK, TO INSURE THAT ONCE THE WORK IS STARTED, IT SHALL PROCEED CONTINUOUSLY UNTIL COMPLETE.

5. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UTILITY LINES AND TAKE PROPER PRECAUTION NOT TO DISTURB ANY EXISTING UTILITIES UNLESS AUTHORIZED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY

DAMAGE TO UTILITY LINES DURING THE PROCESS OF WORK UNDER THE CONTRACT.

6. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS AND VERIFY THE PROVISIONS ARE ADEQUATE FOR THE PROPER INSTALLATION OF EACH ITEM. SHOULD THERE BE ANY CONDITION THAT WILL PREVENT A THOROUGHLY SATISFACTORY INSTALLATION, HE/SHE SHALL NOTIFY THE ARCHITECT OR OWNER, PRIOR TO BEGINNING WORK. FAILURE OF NOTIFICATION WILL CONSTITUTE ACCEPTANCE OF THE CONDITIONS, AND THE CONTRACTOR SHALL MAKE ANY NECESSARY CHANGES TO PROPERLY ACCOMMODATE EACH ITEM AT HIS/HER

COST.

7. ALL WORK MUST COMPLY WITH NEW YORK STATE BUILDING CONSTRUCTION CODE, AISC CODE, ACI BUILDING CODE, AWI CODE, ASTM STANDARDS AND ANY OTHER APPLICABLE CODE, RULES AND REGULATION BY AGENCIES HAVING

JURISDICTION. WHERE CODES OVERLAP, COMPLY WITH THE MORE STRINGENT REQUIREMENTS.

8. THE CONTRACTOR SHALL MAINTAIN INSURANCE WHICH WILL PROTECT HIM/HER FROM LIABILITY UNDER WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFITS ACTS IN ACCORDANCE WITH THE LAWS OF NEW YORK STATE, AND FROM LIABILITY FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH AND

PROPERTY DAMAGE.

9. CONTRACTOR IS TO REVIEW DRAWINGS AND EXISTING SITE CONDITIONS AND DIMENSIONS FOR SCOPE OF THE WORK INVOLVED. CONTRACTOR IS TO INCLUDE, IN HIS/HER PROPOSAL, ALL ITEMS, MATERIALS, ETC. TO ACHIEVE

THE DESIGN CONCEPT AS SHOWN ON THE DRAWINGS.

10. CONTRACTOR IS TO INCLUDE IN HIS/HER PROPOSAL ALL ADDITIONAL MATERIALS AND LABOR AS REQUIRED TO

WORK AROUND EXISTING CONDITIONS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, LABOR PROCEDURES AND SAFETY PRECAUTIONS FOR

COMPLETING WORK.

12. THE COST OF ALL TEMPORARY ELECTRICAL ENERGY AND WATER, AND COSTS FOR INSTALLATION OF TEMPORARY SERVICE LINES REQUIRED FOR COMPLETION OF THE PROJECT SHALL BE BORNE BY THE GENERAL CONTRACTOR.

13. ALL WORKMANSHIP MUST BE IN THE BEST PRACTICE OF THE TRADE AS DETERMINED BY THE ARCHITECT OR

OWNER. ANY WORK NOT MEETING THESE STANDARDS WILL BE REJECTED.

14. WHERE A SPECIFIC MANUFACTURER'S PRODUCT IS IDENTIFIED, THAT PRODUCT SHALL BE DEEMED THE “BASIS OF DESIGN” AND ALL MATERIALS AND WORK MUST COMPLY WITH THE MANUFACTURER'S STRICT RECOMMENDATIONS FOR INSTALLATION AND/OR COORDINATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE WRITTEN

INSTRUCTIONS AND TO FOLLOW THEM.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

7A. SEALANTS:

1. COMPATIBILITY: PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER SERVICE AND APPLICATION CONDITIONS, AS

DEMONSTRATED BY TESTING AND FIELD EXPERIENCE.

2. COLORS: PROVIDE COLOR OF EXPOSED JOINT SEALERS AS SELECTED BY ARCHITECT FROM MANUFACTURER'S

STANDARD COLORS.

3. SILICONE SEALANT BY DOW CORNING #795 OR #790 OR APPROVED EQUAL.

4. MISCELLANEOUS MATERIALS

A. PRIMER: AS RECOMMENDED BY JOINT SEALER MANUFACTURE WHERE REQUIRED FOR ADHESION OF SEALANT

TO JOINT SUBSTRATES INDICATED.

B. PLASTIC FORM JOINT FILLERS: PREFORMED, COMPRESSIBLE, RESILIENT, NONWAXING, NONEXTRUDING STRIPS OF FLEXIBLE, NONGASSING PLASTIC FOAM OF MATERIAL INDICATED BELOW; NONABSORBENT TO WATER AND GAS; AND OF SIZE, SHAPE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO

PRODUCING OPTIMUM SEALANT PERFORMANCE.

1) EITHER OPEN_CELL POLYURETHANE FOAM OF CLOSED_CELL POLYETHYLENE FOAM, UNLESS OTHERWISE INDICATED, SUBJECT TO APPROVAL OF SEALANT MANUFACTURE, FOR COLD_APPLIED SEALANTS ONLY.

C. ELASTOMERIC TUBING JOINT FILLERS; NEOPRENE, BUTYL, EPDM, OF SILICONE TUBING COMPLYING WITH ASTM D 1056, NONABSORBENT TO WATER AND GAS, CAPABLE OF REMAINING RESILIENT AT TEMPERATURES, DOWN TO 26 F (_15 C). PROVIDE PRODUCTS WITH LOW COMPRESSION SET AND OF SIZE AND SHAPE TO PROVIDE A SECONDARY SEAL, TO CONTROL SEALANT DEPTH, AND OTHERWISE CONTRIBUTE TO OPTIMUM SEALANT

PERFORMANCE.

1) COMPLY WITH JOINT SEALER MANUFACTURER'S INSTRUCTIONS APPLICABLE TO PRODUCTS AND

APPLICATIONS INDICATED.

DIVISION 6 - WOOD AND PLASTICS

6A. ROUGH CARPENTRY

1. THE TERM "LUMBER" SHALL INCLUDE ALL ROUGH CARPENTRY WOODWORK TEMPORARY AND PERMANENT. ALL LUMBER SHALL BE TRADE AND GRADE MARKED, OR ACCOMPANIED BY A GRADING CERTIFICATE OF THE ASSOCIATION UNDER WHOSE RULES IT WAS GRADED AND SHIPPED AND AN AFFIDAVIT CERTIFYING ALL SUCH LUMBER DELIVERED TO THIS

PROJECT TO BE OF THE KIND AND GRADE SPECIFIED.

2. ALL LUMBER SHALL BE WELL_SEASONED AND AIR OR KILN DRIED. FRAMING LUMBER SHALL BE DELIVERED TO THE JOB SITE WITH MOISTURE CONTENT NOT EXCEEDING 19 PERCENT AS CERTIFIED BY THE SUPPLIER.

3. LUMBER SHALL CONFORM TO COMMERCIAL ASSOCIATION GRADES AND SIZES AS NOTED IN SIMPLIFIED PRACTICE RECOMMENDATION R_16 ISSUED BY THE BUREAU OF STANDARDS, DEPARTMENT OF COMMERCE, WASHINGTON, D.C.

ALL LUMBER FOR GROUNDS, BLOCKING, ETC. TO BE HEMLOCK, DOUGLAS FIR OR SOUTHERN PINE. ALL FRAMING LUMBER TO BE STRUCTURAL GRADE NO 2, MINIMUM ALLOWABLE FIBER STRESS IN BEDDING 1,200 PSI, DOUGLAS FIR OR

SOUTHERN PINE.

4. GLUE FOR ALL WORK _ WATERPROOF TYPE.

5. ROUGH HARDWARE, EXCEPT AS OTHERWISE SPECIFIED HEREIN, SHALL BE AS REQUIRED FOR PROPER EXECUTION OF WORK IN THIS SECTION AND SHALL BE HOT_DIPPED GALVANIZED STEEL OR OTHER APPROVED NON_CORROSIVE METAL.

6. FURNISH AND INSTALL ALL WOOD FOR SECURING ALL INDICATED ITEMS THROUGHOUT BUILDING, INCLUDING GROUNDS REQUIRED BY ITEMS FURNISHED BY OTHERS. ALL LUMBER TO BE EVEN, PLUMB, STRAIGHT AND SECURED BY

APPROVED METHOD AND FOR INTENDED PURPOSE.

7. PROVIDE ALL ROUGH HARDWARE NECESSARY IN CONNECTION WITH ROUGH CARPENTRY, ROUGH HARDWARE SHALL INCLUDE THREADED DOWELS, SCREWS, BOLTS (ALL TYPES), WASHERS, ANCHORS FOR MASONRY, PLASTER AND CONCRETE, CUPS AND OTHER SUCH FASTENERS AND MISCELLANEOUS TRIM THAT MAY BE PURCHASED WITHOUT

FURTHER FABRICATION.

8. ALL MEMBERS SHALL BE ADEQUATELY FASTENED TOGETHER TO PREVENT RELATIVE MOVEMENT AT JOINTS UNDER THE

MAXIMUM LOAD FOR WHICH THE MEMBERS ARE SIZED.

9. FRAMING NAILS SHALL BE UNCOATED COMMON NAILS OF SUFFICIENT LENGTH TO PENETRATE 12 DIAMETERS INTO

HOLDING MEMBER.

10. ALL WORK SHALL BE TRUE, PLUMB, LEVEL AND ACCURATELY CUT AND FIT.

11. PLYWOOD SHALL BE ERECTED AND FASTENED TO FRAMING MEMBERS IN ACCORDANCE WITH THE PUBLISHED

RECOMMENDATIONS OF THE APA.

6. WARRANTY

A. MANUFACTURER'S WARRANTY: FURNISH GAF-ELK MATERIALS CORPORATION: LIFETIME LIMITED WARRANTY.

B. WARRANTY SUPPLEMENT: PROVIDE MANUFACTURER'S SUPPLEMENTAL WARRANTY GAF-ELK MATERIALS CORPORATION:LIFETIME TRANSFERABLE WARRANTY WITH SMART CHOICE PROTECTION WITH NON PRORATED

MATERIAL AND INSTALLATION LABOR COVERAGE

1) FIRST TEN YEARS.

7. EXAMINATION

A. VERIFY THAT ROOF PENETRATIONS AND PLUMBING STACKS ARE IN PLACE AND FLASHED TO DECK SURFACE.

B. VERIFY DECK SURFACES ARE DRY AND FREE OF RIDGES, WARPS, OR VOIDS.

8. INSTALLATION

A. PLACE EAVE EDGE AND GABLE EDGE METAL FLASHING TIGHT WITH FASCIA BOARDS. WEATHER-LAP JOINTS 2

INCHES. SECURE FLANGE WITH NAILS SPACED 8 INCHES ON CENTER.

B. APPLY GAF: WEATHER WATCH MINERAL SURFACE LEAK BARRIER WATERPROOFING SHINGLE UNDERLAYMENT

OVER THE ENTIRE ROOF SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

9. INSTALLATION - PROTECTIVE UNDERLAYMENT

A. ROOF SLOPE 4:12 OR GREATER: INSTALL ONE LAYER ASPHALT FELT SHINGLE UNDERLAYMENT

PERPENDICULAR TO SLOPE OF ROOF AND LAP MINIMUM 4 INCHES.

B. WEATHER-LAP AND SEAL WATERTIGHT WITH ASPHALT ROOFING CEMENT ITEMS PROJECTING THROUGH OR

MOUNTED ON ROOF. AVOID CONTACT OF SOLVENT-BASED CEMENTS.

10. INSTALLATION - METAL FLASHING

C. WEATHER-LAP JOINTS AS INDICATED ON THE DRAWINGS.

D. SEAL WORK PROJECTING THROUGH OR MOUNTED ON ROOFING WITH ASPHALT ROOFING CEMENT AND MAKE

WEATHER-TIGHT.

11. INSTALLATION - ASPHALT SHINGLES

A. INSTALL SHINGLES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR PRODUCT TYPE AND

APPLICATION SPECIFIED.

12. PROTECTION OF FINISHED WORK

A. DO NOT PERMIT TRAFFIC OVER FINISHED ROOF SURFACE.

7C. FASCIA AND VENTILATED SOFFIT MATERIAL:

1. SOFFIT TO BE EQUAL TO ATAS INTERNATIONAL INC. MODEL: WIND-LOK MPV 120 SMOOTH NON-VENTED. . WALL

THICKNESS TO BE 0.032" ALUMINUM MIN. COLOR; TO BE WHITE - MATCH EXISTING

2. FASCIA TO BE EQUAL TO ATAS INTERNATIONAL INC. MINIMUM 0.032" ALUMINUM WITH KYNAR FINISH. COLOR; TO

MATCH EXISTING

7D. GUTTERS, DOWNSPOUTS AND ACCESSORIES:

1. GUTTERS: SHALL BE .032” ALUMINUM “OGEE” STYLE, 6” GUTTERS. SUPPORT WITH STRAPS FINISHED TO MATCH GUTTER. ALL CORNERS SHALL BE FACTORY MITERED AND SEALED WEATHERTIGHT. GUTTER COLOR TO MATCH

EXISTING.

2. DOWNSPOUTS: SHALL BE CORRUGATED RECTANGLE, .032” ALUMINUM, FINISHED TO MATCH GUTTER. PROVIDE AN INSTALL ALL METAL HANGERS FROM SAME MATERIAL AS GUTTERS DOWNSPOUTS AND ANCHORS.

7E. TRIM MATERIAL

1. TRIM MATERIAL TO BE EQUAL TO ATAS INTERNATIONAL.

2. COIL SHOCK TO BE .032 KYNAR FINISH. COLOR - WHITE.

7F. BATT INSULATION

1. MANUFACTURER

A. PROVIDE KRAFT FACED BATT INSULATION AS MANUFACTURED BY OWENS CORNING.

B. 6" BATT R-19.

DIVISION 2 - SELECTIVE DEMOLITION

2A. SUMMARY

1. SECTION INCLUDES DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE.

2B. FIELD CONDITIONS

1. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA.

CONTRACTOR SHALL PROVIDE, TO THE GREATEST EXTENT POSSIBLE, TEMPORARY ACCOMMODATIONS FOR OWNER

DURING DEMOLITION FOR NECESSARY UTILITIES.

2C. EXAMINATION

1. VERIFY THAT ANY ADJACENT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING DEMOLITION

OPERATIONS.

2. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF

SELECTIVE DEMOLITION REQUIRED.

3. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH INTENDED FUNCTION

OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND SUBMIT TO FIELD REPRESENTATIVE.

2E. PREPARATION

1. SITE ACCESS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, WALKWAYS, ETC. REPAIR ALL LAWN AREAS AFFECTED BY DEMOLITION/CONSTRUCTION.

2. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY

TO PEOPLE AND DAMAGE TO BUILDINGS.

2F. SELECTIVE DEMOLITION, GENERAL

1. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW

CONSTRUCTION.

2G. DISPOSAL

1. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO REMAIN, REMOVE DEMOLISHED MATERIALS FROM SITE.

2. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM.

7B. ROOF SYSTEM

1. MANUFACTURER

A. PROVIDE PRODUCTS MANUFACTURED BY GAF-ELK MATERIALS CORPORATION OR APPROVED EQUAL.

2. ASPHALT FIBER GLASS SHINGLES

A. TIMBERLINE HD SHINGLES: UL CERTIFICATION OF ASTM D3462; CONFORMS TO ASTM D3018 TYPE I - SELF-SEALING; ASTM D3161-03B, CLASS “F” WIND RESISTANCE (REGIONAL) ; ASTM D3161-99A WIND RESISTANCE; UL997 WIND RESISTANCE; UL 2390/ASTM D6381 CLASS “H” AND ASTM D7158 CLASS “H” WIND RESISTANCE; UL 790 CLASS A FIRE RESISTANCE; GLASS FIBER MAT BASE, CERAMICALLY COLORED/UV RESISTANT MINERAL SURFACE GRANULES ACROSS ENTIRE FACE OF SHINGLE; TWO-PIECE LAMINATED

SHINGLE.

1) WEIGHT: 220-240 POUNDS PER SQUARE (100 SQUARE FEET)

2) COLOR: TO BE MATCH EXISTING

3. SHEET MATERIALS

A. ROOF PROTECTION SHALL BE PROVIDED BY THE SAME MANUFACTURER AS THE ROOF SHINGLES: GAF-ELK MATERIALS CORPORATION; ASTM D 1970 SHEET BARRIER OF SELF-ADHERING RUBBERIZED ASPHALT MEMBRANE SHINGLE UNDERLAYMENT HAVING INTERNAL REINFORCEMENT, AND "SPLIT" BACK PLASTIC RELEASE FILM; PROVIDE MATERIAL WITH WARRANTY EQUAL IN DURATION TO THAT OF SHINGLES BEING

APPLIED.

1) GAF: WEATHER WATCH MINERAL SURFACE LEAK BARRIER

4. FLASHING MATERIALS

A. SHEET FLASHING: ASTM B 209; 0.025 IN THICK ALUMINUM, MILL FINISH.

B. BITUMINOUS PAINT: ACID AND ALKALI RESISTANT TYPE; BLACK COLOR.

5. ACCESSORIES

A. NAILS: STANDARD ROUND WIRE TYPE ROOFING NAILS, CORROSION RESISTANT; HOT DIPPED ZINC COATED STEEL, ALUMINUM, OR CHROMATED STEEL; MINIMUM 3/8 INCH HEAD DIAMETER; MINIMUM 11 OR 12 GAGE SHANK DIAMETER; SHANK TO BE OF SUFFICIENT LENGTH TO PENETRATE THROUGH ROOF SHEATHING.

1) PROVIDE ALUMINUM NAILS FOR ALL ALUMINUM FLASHING MATERIALS

B. ASPHALT ROOFING CEMENT: ASTM D 4586, TYPE I OR II.

DIVISION 8A - WINDOWS

1. MANUFACTURER

A. PROVIDE VINYL WINDOWS AS MANUFACTURED BY JELD-WEN BASIS OF DESIGN.

B. PREMIUM VINYL V-4500 SINGLE HUNG - TILT SASH.

C. SIZE TO MATCH ADJACENT WINDOW HEIGHT. 3'-4"W X 4'-0"H (VERIFY IN FIELD).

D. NO GRILLES

E. 1" LOW-E INSULATED GLASS.

F. STYLE CAM LOCK.

G. FIBERGLASS MESH SCREEN.

H. COLOR WHITE.

DIVISION 8B - SKYLIGHTS

1. MANUFACTURER

A. BASIS OF DESIGN FIXED DECK MOUNTED UNIT SKYLIGHTS AS MANUFACTURED BY VELUX AMERICA LLC

2. WARRANTY

A. MANUFACTURERS STANDARD

B. UNIT SKYLIGHT AND FLASHING PRODUCTS: 10 YEARS FROM DATE OF PURCHASE.

C. UNIT SKYLIGHT AND FLASHING INSTALLATION "NO LEAK" WARRANTY: 10 YEARS FROM DATE OF PURCHASE.

D. HAIL BREAKAGE WARRANTY FOR SKYLIGHT GLASS: 10 YEARS FROM DATE OF PURCHASE ON ALL INSULATED

GLASS UNITS USING LAMINATED GLASS.

E. INSULATING GLASS SEAL FAILURE WARRANTY: 20 YEARS FROM DATE OF PURCHASE.

3. PRODUCTS

A. SKYLIGHTS:

1) BASIS OF DESIGN: VELUX MODEL FS FIXED DECK MOUNTED SKYLIGHT.

2) SIZE: FS-C04 WITH EDL STEP FLASHING.

3) PREFINISHED WHITE WOODEN FRAME.

4) EXTERIOR MAINTENANCE FREE CLADDING/COUNTER FLASHING. ROLL FORMED 0.57 MM ALUMINUM FRAME

COVERING WITH NUETRAL GRAY KYNAR FINISH.

5) ASA CORNER KEYS

6) INSULATING THERMAL PANE GLASS UNIT WITH TWO SEALS.

7) WARM EDGE SPACER SYSTEM.

8) THREE COATS OF LoE SILVER TO INCREASE VISIBLE LIGHT TRANSMITTANCE, REDUCING SOLAR GAIN.

9) CONTINUOUS CORROSION RESISTANT MOUNTING SYSTEM WITH DURABLE FOAM SEAL.

B. FLASHING:

1) BASIS OF DESIGN: VELUX AMERICA LLC EDL STEP FLASHING.

4. INSTALLATION

A. EXAMINE OPENINGS, SUBSTRATES, STRUCTURAL SUPPORT, ANCHORAGE AND CONDITIONS WITH INSTALLER

PRESENT FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS

AFFECTING PERFORMANCE OF THE WORK.

B. PROCEED WITH UNIT SKYLIGHT INSTALLATION ONLY AFTER UNSATISIFACTORY CONDITIONS HAVE BEEN

CORRECTED.

C. WHERE METAL SURFACES OF UNIT SKYLIGHTS WILL CONTACT INCOMPATIBLE METAL OR CORROSIVE

SUBSTRATES, INCLUDING PRESERVATIVE-TREATED WOOD, PROVIDE PERMANENT SEPARATION

RECOMMENDED IN WRITING BY UNIT SKYLIGHT MANUFACTURER.

D. INSTALL SKYLIGHTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

E. CLEAN EXPOSED UNIT SKYLIGHT SURFACES IN ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

TOUCH UP DAMAGED METAL COATINGS AND FINISHES. REMOVE EXCESS SEALANTS, GLAZING MATERIALS, DIRT, AND OTHER SUBSTANCES.

F. REPLACE DAMAGED GLAZING THAT HAS BEEN DAMAGED DURING CONSTRUCTION PERIOD.

G. PROTECT UNIT SKYLIGHT SURFACES FROM CONTACT WITH CONTAMINATING SUBASTANCES RESULTING FROM

CONSTRUCTION OPERATION.

DIVISION 9 - FINISHES

9A. GYPSUM WALLBOARD

1. GYPSUM WALLBOARD SHALL BE MOISTURE AND MOLD-RESISTANT BOARD: ASTM

C 1396/C 1396 M, WITH MOISTURE AND MOLD-RESISTANT CORE AND PAPER

SURFACES. 1/2" THICKNESS WITH TAPERED EDGE AS MANUFACTURED BY

GEORGIA PACIFIC OR APPROVED EQUAL.

2. ALL PARTITIONS TO BE TAPED, SANDED AND FINISHED SMOOTH TO RECEIVE

PAINT (LEVEL 4 FINISH PER ASTM C840).

9B. PAINTING:

1. GYPSUM BOARD SUBSTRATES

A. SATIN FINISH LATEX SYSTEM: 3 COATS (TOTAL DRY FILM THICKNESS: 4.6 MIL)

1) PRIMER - ONE COAT: BEHR PREMIUM PLUS DRYWALL PRIMER &

SEALER OR APPROVED EQUIVALENT.

2) FINISH - SECOND & THIRD COAT: BEHR PREMUIM PLUS INTERIOR

ENAMEL OR APPROVED EQUVALENT.

3) COLOR AS SELECTED BY THE HOUSE DIRECTOR.

4245 UNION ROAD, SUITE 210

BUFFALO, NEW YORK 14225

P: 716.923.0133 F: 716.923.0136

No. REVISIONS DATE

DRAWING TITLE:

SCALE: AS SHOWN

CHECKED BY:

DRAWING No.

architectural, p.c.

architecture planning consulting

SP-101

SPECIFICATIONS

DATE: 9/4/2024

DRAWN BY: SER

PROJECT No: 24-021

NYS OFFICE FOR PEOPLE

WITH DISABILITIES

1200 EAST AND WEST ROAD

WEST SENECA, NY 14224

ISSUED FOR 100% REVIEW 9/9/2024

SKYLIGHT AND ROOF

RENOVATION

LOCATED AT:

11768 HANOVER AVENUE

SILVER CREEK, NY 14136

ISSUED FOR PERMIT AND BID 9/25/2024