OPWDD ROOF DESIGN STANDARDS_master.pdf
PDF 11 MB Posted
- Attached to
- Design Roof Replacement - Route 23B
- Solicitation number
- 2124321
- Issued by
- Greene County, New York
About this file
This document is a project manual for a roof replacement project by the Dormitory Authority of the State of New York (DASNY) for the Office for People with Developmental Disabilities (OPWDD), located at 61 Haymeadow Drive in Tupper Lake, NY. The project involves a comprehensive roof replacement, including removing existing shingle roofing systems, asbestos abatement of approximately 177 square feet of black and brown flashing tar, installing new asphalt shingles with a 40-year warranty, new underlayment, ridge vents, gutters, downspouts, and associated flashing and trim. The project is classified as a Type VA single-family residential construction, following the 2020 Residential Code of New York State.
The project specifications require a licensed contractor to perform a site visit, comply with all applicable codes and safety regulations, and coordinate closely with DASNY and OPWDD representatives. The contractor will be responsible for protecting the existing building, maintaining emergency egress, and minimizing disruption to daily operations. The roofing materials include Certainteed Landmark Pro Solaris or GAF Timberline UHD RS shingles, with specific requirements for underlayment, flashing, and installation techniques. The project includes provisions for potential water-damaged roof sheathing replacement, with a base bid allowance of 240 square feet, and requires the installer to be certified by the manufacturer to provide the 40-year warranty.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| CR #2124321 RFQ Results Route 23B.pdf | ||
| 707 Main St - RFQ.pdf | ||
| 23B Construction Estimate Form.xlsx | XLSX spreadsheet | |
| 707 Main St - Design Scope.pdf |
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Text version
THESE DOCUMENTS CONTAIN POTENTIALLY
SENSITIVE INFORMATION AND SHALL BE USED FOR
THEIR INTENDED PURPOSE. ONCE THE INTENDED
PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE
DESTROYED IN A SECURE MANNER.
IT IS A VIOLATION OF STATE EDUCATION LAW FOR
ANY PERSON, UNLESS UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER TO ALTER THIS
DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE
THE SEAL AFFIXED ALONG WITH A DESCIPTION OF
THE ALTERATIONS, DATE AND
ARCHITECT’S/ENGINEER’S SIGNATURE. COPYRIGHT
515 BROADWAY
ALBANY, NY 12207-2964
518.257.3000
28 LIBERTY STREET
NEW YORK, NY 10005
212.273.5000 800.992.2788
539 FRANKLIN STREET
BUFFALO, NY 14202-1109
716.884.9780
3495 WINTON PLACE
BUILDING C, SUITE 1
ROCHESTER, NY 14623
585.450.8400
PROJECT MANUAL
OPWDD SHINGLE
ROOF REPLACEMENT
STANDARD DETAILS
AND SPECIFICATIONS
DASNY - ALBANY HEADQUARTERS
515 BROADWAY
ALBANY, NY 12207
OPWDD CMM ROOF PROJECTS
DATE: 7/26/2023
STANDARD DETAILS AND
SPECIFICATIONS
DASNY IN-HOUSE DESIGN
515 BROADWAY
ALBANY, NEW YORK 12207-2964
518-257-3000
Capital Service approved 07/27/2023
PROVIDE REGLET
PROVIDE
SELF-ADHERING
UNDERLAYMENT
TURN UP WALL 4"
& EXTEND
BEYOND ELEMENT
18", TYP.
PROVIDE SHEET METAL
STEP FLASHING
SOLDER OR
SEAL CORNERS PROVIDE ASPHALT
SHINGLES
PROVIDE SHEET METAL
APRON FLASHING W/
HEMMED EDGE
PROVIDE SEALANT
PROVIDE SHEET METAL
COUNTERFLASHING
APRON FLASHING DETAIL
SHEET METAL
COUNTER FLASHING
ASPHALT
SHINGLES
RIDGE CAP
SHINGLE (TYP)
APRON FLASHING
ALUMINUM STEPFLASHING
FOR EACH COURSE OF
SHINGLES EXTEND MINIMUM
6" VERTICAL, TYP.
REFER TO SMACNA ARCHITECTURAL
SHEET METAL MANUAL CURRENT EDITION
FOR ADDITIONAL INFORMATION.
LOCK SEAM
SOLDER
CORNERS, TYP.
PROVIDE SELF ADHERING
UNDERLAYMENT 6" MIN.
UP FACE OF MANSONRY
CHIMNEY, TYP.
CHIMNEY FLASHING DETAIL
A
PP
RO
X.
UNDERLAYMENT TURNED
UP WALL. FROM EAVE
TO RIDGE AT ROOF
TRANISTION WALL, TYP.
SIDING TO COUNTERFLASH
STEPFLASHING 2" MIN.
ALUMINUM STEPFLASHING
FOR EACH COURSE
OF SHINGLES
REMOVE VINYL SIDING &
VYNYL MOULDING AS
REQUIRED FOR PLACEMENT OF
UNDERLAYMENT. PROVIDE NEW
SIDING TO MATCH EXISITNG
AS REQUIRED.
ASPHALT SHINGLES
LAP UPPER ROOF UNDERLAYMENT
(ICE AND WATER & ROOFING FELT)
OVER WALL UNDERLAYMENT.
SEE PLAN FOR EXTENTS, TYP.
4"
ROOFING SYSTEM AT
UPPER ROOF NOT SHOWN
FOR CLARITY
MIN.
1'
-5
ROOF TRANSITION FLASHING DETAIL
ALUMINUM
STEPFLASHING FOR
EACH COURSE OF
SHINGLES
2"
SELF-ADHERING UNDERLAYMENT
TURNED UP WALL AT 6" MIN. FROM
BASE OF LOW ROOF. NOT SHOWN
FOR CLARITY.
ASPHALT SHINGLES
EXISTING BUILDING
PAPER OR HOUSE
WRAP TO REMAIN.
LAP OVER NEW
COUNTER FLASHING,
TYP.
5" M
IN
REMOVE AND REPLACE SHINGLE SIDING
AS REQUIRED FOR NEW STEP FLASHING.
CONTRACTOR TO PROVIDE UNIT PRICE
PER SQ/FT FOR REPLACEMENT IN KIND OF
ROTTEN WOOD SHINGLES.
REMOVE RESERVE AND REINSTALL
WOOD TRIMBOARD AS REQUIRED
FOR STEP FLASHING AND UNDRLMNT
INSTALLATION. CONTRACTOR TO
PROVIDE UNIT PRICE PER/LINEAR
FOOT FOR REPLACEMENT IN KIND
OF ROTTEN TRIM BOARD.
STEP FLASHING DETAIL
VENT COVER
& VENT STACK
FLANGE LAPPED
W/ SHINGLES
LAP SELF ADHERING ICE AND
WATER SHIELD OVER FLANGE
OF BOX VENT. PROVIDE
MINIMUM 18" EACH WAY FROM
CENTER OF ROOF PENETRATION. LAP
ROOF UNDERLAYMENT OVER
I&W SHIELD HIGH SIDE, TYP.
RAFTER, TYP.
ASPHALT SHINGLES, TYP.
INSECT SCREEN
SHEATHING, TYP.
FLANGE AT TOP OF UNIT
ROOFSLOPE
BOX VENT DETAIL SET LOWER PORTION OF
FLASHING IN SEALANT, TYP.
FASTEN FLASHING
AT TOP UNDER
SHINGLE
OVERLAP, TYP.
ASPHALT ROOF SHINGLES SEE PLAN, TYP.
EXIST. ROOF SHEATHING, TYP.
PROVIDE SELF-ADHERING I&W SHIELD.
MINIMUM 1'-6" FROM EXHAUST
FAN FLASHING, TYP.
EXISTING ROOF
FRAMING, TYP.
ROOF CAP FLASHING FLANGE, TYP.
LAP ROOF
UNDERLAYMENT
OVER SELF ADHERING
I&W SHIELD, TYP.
LAP I&W SHIELD OVER ROOF
UNDERLAYMENT, TYP.
PROVIDE BROAN MODEL 636 ROOF CAP
(OR EQUAL) FOR BATHROOM VENT.
PROVIDE NEW 4" DUCT TO
BATHROOM VENT AS REQUIRED.
PROVIDE DUCT INSULATION AT
ATTIC.
BATHROOM VENT DETAIL
1'-6" MIN, TYP.
SELF ADHERING
I&W SHIELD, TYP.
ROOF UNDERLAYMENT, TYP.
DESIGNER NOTES:
· VERIFY BATHROOM AND DRYER VENT DISCHARGE TO THE
EXTERIOR OF BUILDING UPON INITIAL ROOF SCOPE SITE VISIT.
· CONSIDER AND REVIEW ALTERNATE ROUTING FOR THRU ROOF
DRYER VENT AND BATHROOM VENTING. PROVIDE THRU WALL
OR SOFFIT WHERE HOSTEL IS LOCATED IN HIGH SNOW PRONE
AREAS WHERE FEASIBLE. VERIFY RELOCATION SCOPE AND COST
WITH OPWDD PROJECT MANAGER PRIOR TO RELOCATION.
· WHERE RELOCATION IS NOT FEASIBLE, CONSIDER INSULATED
ROOF GOOSE NECK EXHAUST VENT AS MANUFACTURED BY
ROOFGOOSEVENT.COM, MODEL RG'X'-IE (OR EQUAL) IN HIGH
SNOW PRONE AREAS. 'X' SIZE ACCORDING TO VENT DUCT.
VERIFY SNOW REQUIREMENTS WITH DASNY AND OPWDD
PROJECT MANAGERS.
EXIST. EXHAUST STACK
EXIST. WATERTIGHT
UMBRELLA
METAL FLASHING
JACKET, EXTEND A
MIN. OF 4" UNDER
UMBRELLA, TYP.
COPE SHINGLES AROUND
BASE OF PIPE JACKET
FLASHING, TYP.
FASTEN FLASHING AT TOP
PROVIDE SELF-ADHERING
SHEET UNDERLAYMENT 18"
BEYOND EXHAUST STACK
EXHAUST STACK FLASHING DETAIL
SET LOWER PORTION
OF FLASHING IN
SEALANT, TYP.
BLIND NAIL
1" ABOVE LAST
SHINGLE LAP.
ASPHALT SHINGLES SEE PLAN, TYP.
EXIST. ROOF SHEATHING, TYP.
PROVIDE SELF-ADHERING
SHEET UNDERLAYMENT, TYP.
MINIMUM 1'-6" FROM EXHAUST
FAN FLASHING, TYP.
EXIST. TOP CHORD OF TRUSS OR
EXIST. EXHAUST FAN, TYP.
EXIST. EXHAUST FAN
FLASHING FLANGE, TYP.
LAP ROOF UNDERLAYMENT
OVER I&W SHIELD, TYP.
EXHAUST FAN DETAIL
LAP I&W OVER ROOF
UNDERLAYMENT, TYP.
SECTION VIEW
18" SQUARE OF SELF
ADHERING SHEET
UNDERLAYMENT.
CUT SNUG AROUND VENT
PIPE AS SHOWN.
TRIM SHINGLE IN
MANNER TO
RECEIVE VENT PIPE
FLASHING
VENT PIPE, EXIST.
INSTALL ALUMINUM NO CAULK
FLASHING 18"X18" NEW VENT PIPE
FLASHING OVER VENT PIPE.
INSTALL FLASHING AS PER
MANUFACTURERS
INSTALLATION GUIDE.
3 4
VENT PIPE FLASHING DETAIL
BIND NAIL 1" ABOVE LAST
SHINGLE LAP, TYP.
SET LOWER PORTION OF
FLASHING IN SEALANT, TYP.
(OPTIONAL)
DESIGNER NOTE: VERIFY EXTENSION
OF PLG VENT PIPES CONFORMANCE
TO NYSPC, TYP.
PROVIDE 2X BLOCKING
AS REQUIRED AT PERIMETER
OF ATTIC ACCESS BULKHEAD
2X6 @ 16" O.C. PERIMETER
FRAMING FOR ATTIC ATTIC
ACCESS BULKHEAD, TYP.
1/2" PLYWOOD PERIMETER
KNEE WALL, TYP.
EXIST. 2X CEILING RAFTER
EXIST. ATTIC ACCESS
FOLDING LADDER
EXISTING INSULATION
R19 BATT INSULATION, TYP.
ATTIC BULKHEAD DETAIL
1/2" PLYWOOD BULKHEAD, TYP.
RIGID INSULATION ADHERED TO PLYWOOD BULK
HEAD, R VALUE PER NYSECC AND NYSRC SECTION
R302 FIRE RESISTANT CONSTRUCTION.
DESIGNER TO VERIFY MINIMUM
DISTANCE REQUIRED FOR ATTIC
ACCESS LADDER STORAGE, TYP.
1" NICKEL PLATED STEEL
CONTINUOUS HINGE. PROVIDE
BLOCKING AT BULKHEAD AS
REQUIRED FOR FASTENERS, TYP.
CONSULTANT TO VERIFY ACCESS
ROOM FOR BULKHEAD SWING,TYP.
MONROE PMP PULL HANDLE,
NICKEL PLATED OR EQUAL, TYP.
NICKEL PLATED LIGHT DUTY STEEL
STAY CHAIN AND FLANGES ATTACHED
TO BULKHEAD B/S OF HINGES AND
KNEE WALL. PROVIDE BLOCKING AS REQ'D
FOR ATTACHMENT. NOT SHOWN
FOR CLARITY, TYP
DESIGNER NOTE:
IF HEADROOM PROHIBITS USE OF HINGE, CONSIDER
DELETING HINGES AND STAY CHAIN, PROVIDE
ALIGNMENT BLOCKING AT PERIMETER BULKHEAD
PLYWOOD FOR COMPLETE REMOVAL AND
REINSTALLATION OF BULKEAD DURING USE OR
BATTIC DOOR ATTIC ACCESS COVER, TYP.
PERIMETER NEOPRENE GASKET, TYP.
EXPOSED
CLEAR
EVERY OTHER COURSE
CONTINUOUS
AMERICAN DISABILITIES ACT
FINISHED
FIRE EXTINGUISHER CLOSET
EQUAL
ELECTRIC
DEMOLITION
CLOSET
CABLE TV
ALUMINUM
ABOVE FINISHED FLOOR
BUILDING
CEILING
CONCRETE
APARTMENT
CORNER GUARD
CONCRETE MASONRY UNIT
DETAIL
DOWN
FLOOR
DRAWING
EXISTING
FINISHED FLOOR
ELEVATION
GROUND FAULT INTERRUPTER
CERAMIC TILE
COLD WATER
DIRECTOR
CARPET
CONFERENCE
DIR
FIN.
FL
GFI
FF
EXP.
E.O.C.
FEC
EXIST.
EQ
ELEC.
DWG.
ELEV.
DN.
CONT.
CPT
DEMO.
DET.
C.T.
C.W
CG.
CLNG
C.M.U.
CONF
CLR.
CATV
CONC.
CL
ALUM.
ADA
A.F.F.
BLDG.
APT.
ROOMRM
TOP OF STEEL
VINYL COMPOSITION TILE
STORAGE
VERIFY IN FIELD
TYPICAL
SQUARE FEET
STAINLESS STEEL
WATER FOUNTAIN
UNLESS NOTED OTHERWISE
SOLID SURFACE PLASTICSOL.
W/ W.F.
WITH
STOR
U.N.O.
VCT
V.I.F.
T.S.
TYP.
S.S.
STL.
S.F.
SIM.
STEEL
SIMILAR
HARD WOOD
HORIZONTAL
RECREATION
OPPOSITE
MECHANICAL
LINEAL FEET
MAXIMUM
OPPOSED BLADE
ON CENTER
NOT IN CONTRACT
REFLECTED
REQUIRED
HOT WATER
GYPSUM WALLBOARD
HOT WATER RETURNING
MECH.
OPP
OPP. BLD
REFL.
REQ'D
REC.
O.C.
N.I.C.
MIN.
MTL
MINIMUM
METAL
JAN
L.F.
MAX.
HR
H.W.R.
JANITOR
HOUR
GYP BD
HDWD
HORIZ.
H.W.
GRD. GRADE
W.O. WINDOW OPENING
APPROX
INSUL
M.O.
NTS
MASONRY OPENING
INSUL
NOT TO SCALE
APPROXIMATELY
ABBREVIATIONS
CODE INFORMATION NOTES
OCCUPANCY: SINGLE FAMILY RESIDENCE
CONSTRUCTION CLASSIFICATION: TYPE 5A SPRINKLERED
CODE COMPLIANCE: ROOF REPLACEMENT
2020 NYSRBC SECTION AJ501, LEVEL 1 ALTERATION
AJ501.4.4 RE-ROOFING
NFPA 101 CHAPTER 33
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENT CODES INCLUDING BUT NOT
LIMITED TO THE "RESIDENTIAL CODE OF NEW YORK STATE", "NEW YORK STATE ENERGY
CONSERVATION CODE", OSHA, ADA AND NFPA & ITS REFERENCED STANDARDS.
2. CONTRACTOR IS TO PERFORM A SITE VISIT TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS BEFORE SUBMITTING PRICING. THEY SHALL INCLUDE IN THEIR WORK THE EFFECT OF ALL EXISTING
CONDITIONS TO THE WORK.
3. CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND NOTIFY ARCHITECT OF
ANY INACCURACIES.
4. COMMENCE WORK IMMEDIATELY UPON AWARD OF THE CONTRACT AND PROCEED DILIGENTLY
AND CONTINUOUSLY TO COMPLETION.
5. PRIOR TO STARTING WORK, SUBMIT FOR OWNER'S APPROVAL A DETAILED SCHEDULE INDICATING ALL WORK THAT MIGHT AFFECT OWNER'S USE OF THE BUILDING, SUCH AS UTILITY SHUT DOWNS, NOISE GENERATING CONSTRUCTION, ETC.
6. THE EXISTING BUILDING WILL REMAIN IN OPERATION DURING THIS WORK. ENSURE SAFE PASSAGE OF ALL PERSONS AROUND WORK AREAS. ERECT BARRIERS AS REQUIRED AND/OR AS DIRECTED BY
OWNER. MAINTAIN ALL REQUIRED EGRESS ROUTES. DO NOT LIMIT OWNERS USE OF BUILDING
WITHOUT OWNERS PRIOR APPROVAL.
7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID ANY DISRUPTION, DAMAGE OR HAZARD TO
OWNER AND OWNER'S CLIENTS DURING CONSTRUCTION. MAINTAIN BUILDING SECURITY AND
PROTECTION FOR OCCUPANT'S AND PUBLIC'S SAFETY.
8. DO NOT INTERRUPT EXISTING UTILITY SERVICE WITHOUT AUTHORIZATION FROM OWNER. PROVIDE
TEMPORARY SERVICE DURING INTERRUPTIONS.
9. PERFORM WORK IN A MANNER IN WHICH LIMITS THE AMOUNT OF NOISE AND CONSTRUCTION
TRAFFIC AS MUCH AS POSSIBLE. SCHEDULE OPERATIONS AS MAY BE DIRECTED BY OWNER.
10. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK.
11.PROVIDE ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD
STANDARD PRACTICES.
12. ALL MATERIALS SHALL BE AS SPECIFIED, OR EQUIVALENT AS APPROVED BY ARCHITECT. MATERIALS SPECIFIED INDICATE QUALITY INTENT THAT WILL BE USED AS A BASIS FOR REVIEW OF SUBSTITUTES.
13. ALL ITEMS WHICH ARE NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED
BY THE OWNER FROM THE MANUFACTURER'S STANDARD SAMPLES SHOWING FULL RANGE OF
TEXTURES AND COLORS AVAILABLE.
14.FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR INSTALLATION OF ALL
MATERIALS.
15. THE WORDS "PROVIDE" OR "SUPPLY" SHALL INCLUDE BOTH FURNISHING AND INSTALLING THE
SPECIFIED OR DETAILED ITEM, IN PLACE AND READY FOR OPERATION AND USE.
16. CONTRACTOR SHALL STORE MATERIALS IN AREAS DESIGNATED BY OWNER. DELIVERY OF
MATERIALS SHALL BE AS DIRECTED BY OWNER.
17.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
18. ALL DIMENSIONS SHALL BE FIELD VERIFIED. DO NOT SCALE DRAWINGS. INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF EXISTING GYPSUM BOARD PARTITIONS, FACE OF STUDS AT
NEW GYPSUM BOARD PARTITIONS OR FACE OF MASONRY.
19. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, SHIMMING, TRIM, ETC. SHALL BE
PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE
CONTRACT DOCUMENTS OR NOT.
20. ALL VOIDS TO BE FILLED WITH LOW EXPANDING FOAM INSULATION.
21.PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL
ACTIVITY IN IMMEDIATE WORK AREA TO MINIMIZE DAMAGE.
22.PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS AND SOFFITS OF
OPENINGS NOT AFFECTED BY CONSTRUCTION.
23.CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH DURING CONSTRUCTION. LEAVE PROJECT AREA BROOM CLEAN AT THE END OF EACH DAY. REMOVE ALL DEBRIS FROM THE SITE IN
ACCORDANCE WITH STATE AND LOCAL CODES. COORDINATE REMOVAL WITH OWNER.
24.PERFORM FINAL CLEANING AT THE END OF THE CONTRACT. CLEAN INTERIOR SURFACES,
EQUIPMENT AND FIXTURES. REPLACE FILTERS AT MECHANICAL EQUIPMENT.
25. REFER TO ASBESTOS ABATEMENT SHEET AND SPECIFICATIONS .
Ha ym ea d ow R d
ASBESTOS AWARENESS NOTE:
THE SURVEY FOR ASBESTOS CONTAINING MATERIALS, HAZARDOUS
MATERIALS AND UNIVERSAL WASTES PREPARED BY GYMO DATED
NOVEMBER 8, 2018, AND ATLANTIC TESTING LABORATORIES, INC.
DATED JUNE 5, 2020 WHICH INDICATE THAT ASBESTOS
CONTAINING MATERIALS ARE PRESENT IN SEVERAL AREAS IN THE
PROJECT SCOPE AND MUST BE ABATED PRIOR TO DEMOLITION
ACTIVITIES. SEE SHEET H01 AND ABATEMENT SPECIFICATIONS FOR
FURTHER DETAILS.
IN ADDITION, IF SUSPECT MATERIAL, ARE DISTURBED OR
ENCOUNTERED THAT HAVE NOT BEEN PREVIOUSLY SAMPLED OR
TESTED, CEASE OPERATIONS AND NOTIFY THE DASNY PROJECT
MANAGER IMMEDIATELY, WHO WILL HAVE THE MATERIALS
TESTED AND OR PROVIDE DIRECTION. DO NOT DISTURB SUSPECT
MATERIALS.
ROOF REPLACEMENT AND ASBESTOS ABATEMENT
LIST OF DRAWINGS
HOSTEL # SITE ADDRESS
H-2202 61 HAYMEADOW DRIVE TUPPER LAKE, NY 12986-1134
D A
S N
Y P ro je ct N o:
SHEET # SHEET DESCRIPTION
G-01
O
PW
D D
S U
D D
SO
0-
C M
M
H
AY
M
EA
D
O W
D R
IV
E
T U
PP
ER
L
AK
E, N
Y
LOCATION PLAN
N
NYS DOT Quad Code: G43 USGS Quad Code: 04407464 Counties: FRANKLIN
44 HOLLAND AVE
ALBANY, NY 12229-0001
NTS
H-2202
SITE
EX
AM
PL
E
PR
O
JE
C
T
D
AT
E:
/0 6/
PLOT PLAN
N
NTS
G-01
A-01
A-02
COVER SHEET
ROOF DEMOLITION AND REPLACEMENT PLANS AND NOTES
DETAILS
H-2202
H-01 ASBESTOS ABATEMENT PLANS AND NOTES.
H2
RO
OF
RE
PL
AC
EM
EN
T A
ND
AS
BE
ST
OS
AB
AT
EM
EN
T
SAMPLE PROJECT NOT FOR CONSTRUCTION
1. CONTRACTOR TO FIELD VERIFY ALL WORK &
DIMENSIONS, IN THE FIELD, PRIOR TO
COMMENCEMENT OF WORK. NOTIFY DASNY
REPRESENTATIVE OF ANY DISCREPANCIES.
2. CONTRACTOR IS RESPONSIBLE TO REPAIR
DAMAGE TO EXISTING CONDITIONS, THAT RESULTS
FROM THE CONSTRUCTION OF THIS WORK.
3. CONTRACTOR IS RESPONSIBLE TO SECURE &
PROTECT ALL AREAS (INTERIOR & EXTERIOR),
DURING THE DURATION OF THIS WORK.
4. CONTRACTOR TO COORDINATE WITH DASNY
REPRESENTATIVE THE LOCATION OF STAGING
AREA FOR DUMPSTER AND CONSTRUCTION
MATERIALS.
5. THE CONTRACTOR SHALL NOT OVERLOAD ROOF
AREAS. THE QUANTITY OF SHINGLES PERMITTED ON
ROOF AREAS IS THE QUANTITY OF SHINGLES TO BE
INSTALLED ON THAT DAY.
6. THE CONTRACTOR SHALL NOT EXPOSE THE ROOF
IF POOR WEATHER IS FORECASTED FOR THAT DAY.
7. ALL WORK SHALL BE PROTECTED 24 HOURS A DAY
7 DAYS A WEEK TO PREVENT WATER LEAKS AND
DAMAGE TO OCCUPIED HOME. THE
CONTRACTOR SHALL BE REQUIRED TO ADDRESS
ANY DAMAGED WORK AREAS DUE TO LEAKS
DURING CONSTRUCTION.
8. THE CONTRACTOR SHALL PROPERLY CLEAN SITE
OF ANY AND ALL DEBRIS (ESPECIALLY NAILS)
FROM WORK SITE EACH DAY.
9. THE CONTRACTOR SHALL COMPLY WITH OPWDD
SAFETY PLAN.
10. ALL WORK SCHEDULES SHALL BE COORDINATED
AND APPROVED BY OPWDD AND DASNY FIELD
REPRESENTATIVES.
11. ALL COLOR SELECTIONS SHALL BE DETERMINED BY
OPWDD FIELD REPRESENTATIVE.
12. NOTIFY THE DASNY FIELD REPRESENTATIVE IF
ADDITIONAL SUSPECT MATERIALS ARE
ENCOUNTERED. DO NOT DISTURB THESE
MATERIALS UNTIL THEY ARE TESTED, AND
DIRECTION IS GIVEN BY THE DASNY FIELD
REPRESENTATIVE.
13. THE CONTRACTOR SHALL INSTALL ALL ROOFING
MATERIALS PER MANUFACTURER'S
SPECIFICATIONS.
14. CONTRACTOR TO PROVIDE UNIT PRICE FOR THE
REMOVAL AND REPLACEMENT OF WATER
DAMAGED ROOF SHEATHING. PROVIDE A BASE
BID AMOUNT OF 240 SF IF WATER DAMAGED
SHEATHING IS ENCOUNTERED.
15. ROOF WARRANTY:
40 YEAR MINIMUM OR AS SPECIFIED BY
MANUFACTURERS WARRANTY CERTIFICATE FOR
THE SPECIFIC ROOF SHINGLE TYPE SELECTED. AS A
CONDITION OF THE ROOFING MANUFACTURERS
WARRANTY, THE INSTALLER SHALL PROVIDE
CERTIFICATIONS SIGNED BY THE ROOFING SYSTEM
MANUFACTURER INDICATING THAT THE INSTALLER
IS APPROVED, AUTHORIZED, AND OR LICENSED BY
THE MANUFACTURER TO INSTALL THE SPECIFIED
ROOFING SYSTEM FOR THE WARRANTY TO BE IN
EFFECT. THIS CERTIFICATION SHALL IDENTIFY
EXPIRATION DATE FOR CERTIFICATION AND
MAXIMUM AREA IN WHICH THE INSTALLER IS
AUTHORIZED TO INSTALL.
ROOF INSTALLATION GENERAL NOTES
REMOVE EXISTING SHINGLE ROOFING SYSTEM
(INCLUDING BUT NOT LIMITED TO ASPHALT
SHINGLES, MEMBRANE/UNDERLAYMENT,
METAL FLASHING, DOWN TO EXISTING ROOF
SHEATHING. COORDINATE WITH ACM
ABATEMENT WORK.
REMOVE EXISTING SHEATHING THAT HAS BEEN
DAMAGED TO CENTER LINE OF NEAREST
EXISTING TRUSS AS REQUIRED, TYP.
REMOVE AND DISCARD EXISTING RAIN
GUTTERS AND LEADERS AND ASSOCIATED
FASTENERS AS REQUIRED, TYP.
A. EXISTING CONDITIONS SHOWN AS APPROXIMATE.
FIELD VERIFY PRIOR TO BID, PRIOR TO ORDERING
AND INSTALLATION OF WORK.
B. REMOVALS SHOWN ARE APPROXIMATE AND
ONLY INDICATE THE GENERAL SCOPE OF WORK.
FIELD VERIFY EXISTING CONDITIONS AND
PROPOSED NEW WORK TO PROVIDE ALL
REMOVALS REQUIRED TO INSTALL NEW WORK.
C. ASBESTOS CONTAINING MATERIALS (ACM) IS
PRESENT IN SEVERAL AREAS OF THE ROOF
FLASHING. ITS REMOVAL IS IN THIS CONTRACT
AND IS TO BE PERFORMED BY DEPT. OF LABOR
CERTIFIED ABATEMENT HANDLERS. AS PER NYS
DEPARTMENT OF LABOR REQUIREMENTS, AND
MUST BE PERFORMED PRIOR TO ANY OTHER
WORK. DO NOT COMMENCE WORK UNTIL THESE
MATERIALS ARE REMOVED BY A LICENSED
DEPARTMENT OF LABOR ASBESTOS ABATEMENT
CONTRACTOR. REFER TO SHEET H701 AND
SPECIFICATIONS FOR ADDITIONAL ACM DETAILS
AND NOTES.
D. DASNY HAS COMPLETED A LIMITED SURVEY FOR
ASBESTOS AND PCB. COPIES OF THE SURVEY AND
THE ASBESTOS REMOVAL SPECIFICATIONS CAN BE
OBTAINED FROM DASNY PROJECT MANAGER. IF
SUSPECT MATERIAL, THAT HAVE NOT BEEN TESTED,
ARE ENCOUNTERED, NOTIFY THE DASNY PROJECT
MANAGER, WHO WILL ARRANGE FOR
ADDITIONAL TESTING AND/OR PROVIDE
DIRECTION. DO NOT DISTURB SUSPECT MATERIALS.
E. THE EXISTING BUILDING WILL BE OCCUPIED
DURING ROOFING OPERATIONS. THE
CONTRACTOR SHALL MAINTAIN EXISTING EXITS
(PROVIDE OVERHEAD PROTECTION WHERE
NECESSARY, REGULATE NOISE AND TRAFFIC).
ROOF REMOVAL NOTES:
ROOF DEMOLITION NOTES:
NEW WORK NOTES:
1. ROOF ASSEMBLY:
-ASPHALT SHINGLES: 40 YEAR WARRANTY, COLOR AS PER DDSO
SELECTION.
-CERTAINTEED CORP. LANDMARK PRO SOLARIS
-GAF MATERIALS CORP: TIMBERLINE UHD RS
- OR APPROVED EQUIVALENT.
-SELF ADHERING UNDERLAYMENT: 40MIL THICK MINIMUM,
POLYETHYLENE FACED AND REINFORCED, SLIP RESISTANT, COLD
APPLIED.
-ICE AND WATER SHIELD BY W.R. GRACE (BASIS OF DESIGN)
-OR APPROVED EQUIVALENT
-FELT: TYPE 2 ASPHALT-SATURATED ORGANIC FELTS,
NON-PERFORATED
-GAF MATERIALS CORP: SHINGLE MATE (BASIS OF DESIGN)
-OR APPROVED EQUIVALENT
-EXISTING ROOF DECK: REPLACE SHEATHING AS REQUIRED, WITH
5/8" CDX, 5 PLY T&G PLYWOOD
PROVIDE 2X WOOD BLOCKING SUPPORTS AS REQUIRED.
STAGGER PANEL END JOINTS. PROVIDE 1/8" SPACE BETWEEN
SHEETS AT ENDS AND SIDE JOINTS. USE EDGE CLIPS TO
PROVIDE SPACING BETWEEN PANELS. GLUE AND NAIL PLYWOOD
TO SUPPORTS.
-CRICKET: BLOCKING TO BE 2X PRESSURE TREATED,
CONSTRUCTION GRADE SOUTHERN PINE, HEM-FIR, OR DOUGLAS
FIR. PLYWOOD TO BE SAME AS ROOF SHEATHING.
2. PROVIDE RIDGE VENT:
-WIDTH 11 1/2", THICKNESS 3/4"
-MINIMUM NEW FREE AREA 18 SQ IN/ LN. FT.
-GAF MATERIAL CORP. SNOW COUNTRY ADVANCED VENT
(BASIS OF DESIGN)
-OR APPROVED EQUIVALENT.
3. PROVIDE GUTTERS:
- ALUM. "K" BOX SEAMLESS GUTTERS, 0.32" MIN. COLOR AS PER DDSO
SELECTION.
-WIDTH 5"; SECURE WITH HIDDEN HANGERS, SCREWED, AT 18" O.C.
MAX. PROVIDE BRACKET SUPPORTS AT ANGLES FASCIAS TO SUPPORT
GUTTER.
-BERGER BUILDING PRODUCTS, INC.: HEMBACK, 5K. (BASIS OF DESIGN)
- OR APPROVED EQUIVALENT.
- PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT LEADER
OUTLETS
4. PROVIDE DOWN SPOUTS:
-ALUMINUM SQUARE CORRUGATED. COLOR AS PER DDSO SELECTION.
-WIDTH 3" X 4"; PROVIDE ELBOWS & FASTENERS FOR A COMPLETES
SYSTEM
- SAME MANUFACTURER AS GUTTERS.
- PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT GUTTERS.
5. METAL FLASHINGS AND TRIM.
-PVDF (KYNAR 500) COATING OR EQUIVALENT ALUMINUM, 0.32" MIN.
-INSTALL PER SMACNA'S "ARCHITECTURAL SHEET METAL STANDARD"
-REFER TO DETAILS.
6. PROVIDE GALVANIZED ROOF FLASHING WITH SELF SEALING COLLAR
OVER VENT STACKS AT ROOF
-OATEY COMPANY (BASIS OF DESIGN)
-OR APPROVED EQUIVALENT.
-REFER TO DETAILS.
EF
DS[±9ft.]
DS[±9ft.] DS[±9ft.]
DS[±9ft.]
DS[±9ft.]
PV
PV
+/- 5:12
PV
EXHAUST FAN
LEGEND
APPRX.. ROOF PITCH (V:H)
ROOF UNDERLAYMENT
APPRX.. LENGTH OF DOWNSPOUT
DIRECTION OF ROOF SLOPE
GUTTER (NEW)
DOWNSPOUT, W/CONC
SPLASH BLOCK (TYP.)
RIDGE VENT, SEE 2/A-2
PLUMBING VENT, SEE 4/A-2
AREA OF SELF-ADHERING SHEET
UNDERLAYMENT, TYPICAL
DS[#]
EF
SHEATHING REMOVAL
DEMOLITION NOTE:
PRIOR TO THE START OF DEMOLITION ACTIVITIES, ENSURE
THE ASBESTOS REMOVAL PRORTIONS ARE COMPLETED.
ASBESTOS AWARENESS NOTE:
THE SURVEY FOR ASBESTOS CONTAINING MATERIALS, HAZARDOUS
MATERIALS AND UNIVERSAL WASTES PREPARED BY GYMO DATED
NOVEMBER 8, 2018, AND ATLANTIC TESTING LABORATORIES, INC.
DATED JUNE 5, 2020 WHICH INDICATE THAT ASBESTOS
CONTAINING MATERIALS ARE PRESENT IN SEVERAL AREAS IN THE
PROJECT SCOPE AND MUST BE ABATED PRIOR TO DEMOLITION
ACTIVITIES. SEE SHEET H01 AND ABATEMENT SPECIFICATIONS FOR
FURTHER DETAILS.
IN ADDITION, IF SUSPECT MATERIAL, ARE DISTURBED OR
ENCOUNTERED THAT HAVE NOT BEEN PREVIOUSLY SAMPLED OR
TESTED, CEASE OPERATIONS AND NOTIFY THE DASNY PROJECT
MANAGER IMMEDIATELY, WHO WILL HAVE THE MATERIALS
TESTED AND OR PROVIDE DIRECTION. DO NOT DISTURB SUSPECT
MATERIALS. A-01
JJL JJL
Consultants:
Project Key
Drawing Title
Description Date:
REVISIONS
Drawing Number
Checked By: Date:
DASNY Project No:
Drawing of
Seal & Signature
Drawn By:
Phase
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2020
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
3594009999
08/06/2020
OPWDD REQUESTED KITCHEN
REVISIONS-1
Rev No
Client
ROOF REPLCMNT & ASBESTOS ABATEMENT
HOSTEL # 2202
61 Haymeadow Drive Tupper Lake, NY 12986-1134
44 HOLLAND AVENUE
ALBANY, NY 12229
OFFICE FOR PEOPLE WITH
DEVELOPMENTAL DISABILITIES
Project Title
06/18/2019-
BID SET
DASNY IN-HOUSE DESIGN
Ha ym ea d ow R d
LOCATION PLAN
N
H-2202
ROOF DEMOLITION
AND REPLACEMENT
PLANS AND NOTES
MAIN ROOF CONSTRUCTION PLAN
SCALE: 1/8" = 1'-0"A-01
'-9
'-7
'-8
'-6
9'
-7
/2
5'-6"
± 70'-11"
'-6
'-0
± 40'-2"
'-6
9' -6
'-4
9' -6
9'-6" 18'-4" 9'-6"
'-0
'-4
± 37'-4"
MAIN ROOF REMOVAL PLAN
SCALE: 1/8" = 1'-0"A-01
UPPER ROOF REMOVAL PLAN
SCALE: 1/8" = 1'-0"A-01
UPPER ROOF CONSTRUCTION PLAN
SCALE: 1/8" = 1'-0"A-01
4'
-0
± 6'-0"
± 5'-8"
± 1'-10 1/2"
- 5
:1
+/- 5:12
- 5
:1
+/- 5:12
- 5
:1
- 5
:1
- 5
:1
- 5
:1
+/- 5:12
+/- 5:12
+/- 5:12+/- 5:12
- 5
:1
- 5
:1
+/- 5:12
+/- 5:12
+/- 5:12
+/- 5:12
- 5
:1
- 5
:1
- 5
:1
LINE OF WALL
HIP VENT BELOW
1'
-6
/2
2' -0
TY
P.
4'- 0"
TY
P.
3'-0"
TYP.
4' -0
TY
P.
4' -0
LINE OF INTERIOR
FACE OF WALL
BELOW, TYP.
11'-8"
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
10'-0" 3'-0"
A-012
A-02
TYP.
GUTTER.
SEE NEW WORK NOTES:
NOTE # 3, TYP.
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
A-02
8 DOWN SPOUT.
SEE NEW WORK NOTES:
NOTE # 4, TYP.
- 5
:1
+/- 5:12
- 5
:1
- 5
:1
- 5
:1
- 5
:1
- 5
:1
+/- 5:12
+/- 5:12 +/- 5:12
+/- 5:12
+/- 5:12
+/- 5:12
- 5
:1
- 5
:1
- 5
:1
- 5
:1
- 5
:1
- 5
:1
+/- 5:12
+/- 5:12
+/- 5:12
A-02
SEE PLAN DETAIL
2/A-01 FOR UPPER
ROOF PLAN
SEE PLAN DETAIL
4/A-01 FOR UPPER
ROOF PLAN
TY
PI
C A
L A
T
SU
N
RO
O M
TYPICAL AT
SUNROOM
SIM.
MEASURED ALONG
THE ROOF SLOPE.
LINE OF STORAGE
AREA BELOW, TYP.
CONSULTANT NOTE:
MODIFY NOT AS REQUIRED BY PROJECT SCOPE. VERIFY
QUANTITY OF SHEATHING TO BE REPLACED UPON FIELD
INSPECTIONS.
SELF-ADHERING SHEET
UNDERLAYMENT, TYP.
ROOF SHEATHING, TYP.
ROOF SHINGLES, TYP.
RIDGE CAP
SHINGLE, TYP.
FLEXIBLE RIDGE
VENT, TYP.
EXISTING 2X
ROOF TRUSS, TYP.
1 34" MIN TRUSS
PROVIDE REGLET
PROVIDE
SELF-ADHERING
UNDERLAYMENT
TURN UP WALL 4"
& EXTEND
BEYOND ELEMENT
18", TYP.
PROVIDE SHEET METAL
STEP FLASHING
SOLDER OR
SEAL CORNERS
PROVIDE ASPHALT
SHINGLES
PROVIDE SHEET METAL
APRON FLASHING W/
HEMMED EDGE
PROVIDE SEALANT
PROVIDE SHEET METAL
COUNTERFLASHING
A
PP
RO
X.
UNDERLAYMENT TURNED
UP WALL. FROM EAVE
TO RIDGE AT ROOF
TRANISTION WALL, TYP.
SIDING TO COUNTERFLASH
STEPFLASHING 2" MIN.
ALUMINUM STEPFLASHING
FOR EACH COURSE
OF SHINGLES
REMOVE VINYL SIDING &
VYNYL MOULDING AS
REQUIRED FOR PLACEMENT OF
UNDERLAYMENT. PROVIDE NEW
SIDING TO MATCH EXISITNG
AS REQUIRED.
ASPHALT SHINGLES
LAP UPPER ROOF UNDERLAYMENT
(ICE AND WATER & ROOFING FELT)
OVER WALL UNDERLAYMENT.
SEE PLAN FOR EXTENTS, TYP.
4"
ROOFING SYSTEM AT
UPPER ROOF NOT SHOWN
FOR CLARITY
MIN.
1'
-5
PROVIDE SELF-ADHERING
UNDERLAYMENT -EXTEND
24-IN. BEYOND INTERIOR
FACE OF EXTERIOR WALL, TYP.
PROVIDE DRIP EDGE
METAL FLASHING
PROVIDE ASPHALT
SHINGLES
PROVIDE ASPHALT
SHINGLE STARTER COURSE
SELF-ADHERING UNDERLAYMENT
TURNED UP WALL AT LEAST
THICKNESS OF TRIM BOARD.
5/
8"
5"
CLASS A LAMINATED ASPHALT
SHINGLE, TYPICAL.
EXTENT OF (SELF-ADHERED
UNDERLAYMENT), TYPICAL.
0.032" KYNAR COATED
ALUMINUM TRIM FLASHING.
SECURE WITH ALUMINUM NAILS
AT 8" O.C., TYPICAL.
EXISTING TO REMAIN, TYPICAL.EAVE RAKEA B
A
B
MAINTAIN
SPECIFIED
EXPOSURE
ANGLED
OVERDRIVEN
ASPHALT SHINGLE
UNDERLAYMENT(S)
ROOF SHEATHING
UNDERRIVEN
IMPROPERLY DRIVEN NAILS
ASPHALT SHINGLE, TYPICAL
UNDERLAYMENTS, TYPICAL
ROOF SHEATHING, TYPICAL
12 GAUGE, DEFORMED
SHANK, ZINC COATED ROOF
NAIL. NAIL HEAD SHALL BE 3/8"
DIAMETER. NAIL LENGTH AS
REQUIRED TO PENETRATE
ROOF DECK 3/4" MIN. OR IF
PLYWOOD DRIVE THROUGH
1/8", TYPICAL
SECTION VIEW
18" SQUARE OF SELF
ADHERING SHEET
UNDERLAYMENT.
CUT SNUG AROUND VENT
PIPE AS SHOWN.
TRIM SHINGLE IN
MANNER TO
RECEIVE VENT PIPE
FLASHING
VENT PIPE, EXIST.
INSTALL ALUMINUM NO CAULK
FLASHING 18"X18" NEW VENT PIPE
FLASHING OVER VENT PIPE.
INSTALL FLASHING AS PER
MANUFACTURERS
INSTALLATION GUIDE.
3 4
BIND NAIL 1" ABOVE LAST
SHINGLE LAP, TYP.
SET LOWER PORTION OF
FLASHING IN SEALANT, TYP.
(OPTIONAL)
DESIGNER NOTE: VERIFY EXTENSION
OF PLG VENT PIPES CONFORMANCE
TO NYSPC, TYP.
ASPHALT ROOF
SHINGLES SEE
PLAN, TYP.
EXIST. ROOF SHEATHING, TYP.
PROVIDE SELF-ADHERING
SHEET UNDERLAYMENT, TYP.
MINIMUM 1'-6" FROM EXHAUST
FAN FLASHING, TYP.
EXIST. TOP CHORD
OF TRUSS, TYP.
ROOF CAP
FLASHING FLANGE, TYP.
ROOF FELT
LAP OVER
I&W SHIELD, TYP.
ROOF FELT, TYP.
PROVIDE NEW DRYER VENT HOODS
FANTECH RC4P ROOP CAP OR EQUIVALENT.
PROVIDE NEW 4" DUCT TO
DRYER AS REQUIRED. PROVIDE
DUCT INSULATION AT ATTIC.
NOTE: EXTEND EACH SHINGLE END 18" MIN. BEYOND VALLEY
CENTER. DO NOT NAIL CLOSER THAN 6" TO VALLEY CENTER
C OF VALLEY.L
ALTERNATE BETWEEN 12" MIN AND
18" MAX OVERLAP BEYOND CENTER
OF VALLEY TO MAINTAIN SHINGLE
COURSING, TYP.
18" MIN
6" MIN LAP OF
UNDERLAYMENT
OVER ICE AND
WATER SHIELD, TYP.
ASPHALT SHINGLES, TYP.
CONTINUOUS ICE AND WATER SHIELD
UNDERLAYMENT AT VALLEY. 18"
MINIMUM COVERAGE EACH SIDE OF
VALLEY, TYP.EXISTING 1x10 CEDAR
FASCIA
EXISTING 2x10 SUBFASCIA
EXISTING CEDAR TRIM
EXISTING CEDAR SIDING
EXISTING 1x4 CEDAR
TRIM
0.032" KYNAR COATED
ALUMINUM TRIM
FLASHING. SECURE WITH
ALUMINUM NAILS AT 8"
O.C., TYPICAL.
CLASS A LAMINATED ASPHALT
SHINGLE, TYPICAL.
EXTENT OF (SELF-ADHERED
UNDERLAYMENT), TYPICAL.
EXISTING OR NEW (TO MATCH)
PLYWOOD SHEATHING. SEE
ROOF PLAN.
EXISTING FASCIA/ VENT
EXISTING 1x10 CEDAR
FASCIA
EXISTING 2x10 SUBFASCIA
EXISTING CEDAR TRIM
EXISTING 1x4 CEDAR
TRIM
0.032" KYNAR COATED
ALUMINUM TRIM
FLASHING. SECURE WITH
ALUMINUM NAILS AT 8"
O.C., TYPICAL.
CLASS A LAMINATED ASPHALT
SHINGLE, TYPICAL.
EXTENT OF (SELF-ADHERED
UNDERLAYMENT), TYPICAL.
EXISTING OR NEW (TO MATCH)
PLYWOOD SHEATHING. SEE
ROOF PLAN.
EXISTING FASCIA/ VENT
EXISTING WD
LOUVERS
METAL WALL FLASHING UP
AND UNDER LOUVER SILL
SELF ADHERING
UNDERLAYMENT, TURN UP
AT WALL
ASPHALT SHINGLES
ON SELF-ADHERING
MEMBRANE
EXISTING ROOF
STRUCTURE, TYP.
EXISTING 1x10 CEDAR
FASCIA
EXISTING 2x10 SUBFASCIA
EXISTING CEDAR TRIM
EXISTING 1x4 CEDAR
TRIM
0.032" KYNAR COATED
ALUMINUM TRIM
FLASHING. SECURE WITH
ALUMINUM NAILS AT 8"
O.C., TYPICAL.
CLASS A LAMINATED ASPHALT
SHINGLE, TYPICAL.
EXTENT OF (SELF-ADHERED
UNDERLAYMENT), TYPICAL.
EXISTING OR NEW (TO MATCH) PLYWOOD
SHEATHING. SEE ROOF PLAN.
EXISTING FASCIA/ VENT
EXISTING ROOF
STRUCTURE, TYP.
PROVIDE "T" TYPE
EDGE METAL FLASHING
ASBESTOS AWARENESS NOTE:
THE SURVEY FOR ASBESTOS CONTAINING MATERIALS, HAZARDOUS
MATERIALS AND UNIVERSAL WASTES PREPARED BY GYMO DATED
NOVEMBER 8, 2018, AND ATLANTIC TESTING LABORATORIES, INC.
DATED JUNE 5, 2020 WHICH INDICATE THAT ASBESTOS
CONTAINING MATERIALS ARE PRESENT IN SEVERAL AREAS IN THE
PROJECT SCOPE AND MUST BE ABATED PRIOR TO DEMOLITION
ACTIVITIES. SEE SHEET H01 AND ABATEMENT SPECIFICATIONS FOR
FURTHER DETAILS.
IN ADDITION, IF SUSPECT MATERIAL, ARE DISTURBED OR
ENCOUNTERED THAT HAVE NOT BEEN PREVIOUSLY SAMPLED OR
TESTED, CEASE OPERATIONS AND NOTIFY THE DASNY PROJECT
MANAGER IMMEDIATELY, WHO WILL HAVE THE MATERIALS
TESTED AND OR PROVIDE DIRECTION. DO NOT DISTURB SUSPECT
MATERIALS. A-02
DP
ROOF DETAILS
JJL
Consultants:
Project Key
Drawing Title
Description Date:
REVISIONS
Drawing Number
Checked By: Date:
DASNY Project No:
Drawing of
Seal & Signature
Drawn By:
Phase
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2020
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
3594009999
08/06/2020
OPWDD REQUESTED KITCHEN
REVISIONS-1
Rev No
Client
ROOF REPLCMNT & ASBESTOS ABATEMENT
HOSTEL # 2202
61 Haymeadow Drive Tupper Lake, NY 12986-1134
44 HOLLAND AVENUE
ALBANY, NY 12229
OFFICE FOR PEOPLE WITH
DEVELOPMENTAL DISABILITIES
Project Title
06/18/2019-
BID SET
DASNY IN-HOUSE DESIGN
LOCATION PLAN
N
H-2202
RIDGE VENT DETAIL
SCALE: 1" = 1'-0"A-02
APRON FLASHING DETAIL
SCALE: 1" = 1'-0"A-02
11FLASHING DETAIL
SCALE: 1" = 1'-0"A-02
EAVE RAKE FLASHING DETAIL
SCALE: 1" = 1'-0"A-02
VENT STACK FLASHING DETAIL
SCALE: 1" = 1'-0"A-02
VALLEY DETAIL
SCALE: 1" = 1'-0"A-02
ASPHALT SHINGLE NAILING DETAIL
SCALE: 1" = 1'-0"A-02
INTAKE VENT FLASHING DETAIL
SCALE: 1" = 1'-0"A-02
EAVE EXTENSION DETAIL
SCALE: 1" = 1'-0"A-02
EAVE EXTENSION DETAIL
SCALE: 1" = 1'-0"A-02
LOUVER FLASHING/ UPPER ROOF EAVE EXTENSION DETAIL
SCALE: 1" = 1'-0"A-02
ROOF EAVE WITH GUTTER
SCALE: 1" = 1'-0"A-02
JAMES J. LAGONE, RA
NYS DOL CERT# 15-13695
DASNY - NYS DOL ASBESTOS
CONTRACTOR HANDLING
LICENSE #67833
CERTIFICATIONS
HAZARD MATERIALS LEGEND
REMOVE ASBESTOS CONTAINING BLACK AND
BROWN FLASHING TAR AT ENTIRE INTERFACE
(TRANSITION) OF 1ST AND 2ND TIER ROOF - SEE
HAZARDOUS MATERIALS REMOVAL NOTE 3
REMOVE ASBESTOS CONTAINING BLACK PERIMETER
FLASHING TAR @ 2ND TIER ROOF UNDER SHINGLES,
UNDERLAYMENT AND FLASHING - SEE HAZARDOUS
MATERIALS REMOVAL NOTE 3
REMOVE ASBESTOS CONTAINING GREY BLACK
FLASHING TAR @ HOUSE-EXTERIOR-MAIN
ROOF-SOUTH PITCH-VENT ABOVE LAUNDRY
ROOM AND UPPER ROOF PLUMBING VENT
PENETRATION- SEE HAZARDOUS MATERIALS
REMOVAL NOTE 3
OCCUPANCY: SINGLE FAMILY RESIDENCE
CONSTRUCTION CLASSIFICATION: TYPE VA
CODE COMPLIANCE: 2020 RESIDENTIAL CODE of NYS
CODE INFORMATION
NOTES
HAZARDOUS MATERIALS REMOVAL NOTES
1. THERE ARE ACM MATERIALS PRESENT IN THE SCOPE
OF THIS PROJECT, AS FOLLOWS:
APPROXIMATELY +/- 15SF BLACK AND BROWN
FLASHING TAR AT INTERFACE OF 1ST TIER ROOF AND
2ND TIER ROOF.
APPROXIMATELY +/- 160SF BLACK PERIMETER
FLASHING TAR UNDER 2ND TIER ROOF SHINGLES,
AND AT UNDERLAYMENT AND FLASHING.
APPROXIMATELY +/- 2SF BLACK AND GRAY ROOF
PENETRATION TAR AT 1ST AND 2ND TIER ROOF
PENETRATIONS.
2. THE ABATEMENT CONTRACTOR MUST CAREFULLY ABATE
ALL QUANTITIES OF FLASHING TAR AS INDICATED IN
PLANS. CONTRACTOR TO PROVIDE PROTECTION FROM
THE ELEMENTS (WATER INFILTRATION INTO THE
RESIDENCE AT THE REMOVAL SITE)
3.WHERE INDICATED ON ACM ABATEMENT PLAN (SEE
DRAWING 1/H01), FLASHING TAR MUST BE REMOVED AS
AN ASBESTOS ABATEMENT ACTIVITY BY THE ABATEMENT
CONTRACTOR. THE ABATEMENT CONTRACTOR MUST
CAREFULLY ABATE GREY BLACK FLASHING TAR FROM
THE EXISTING ROOFING SUBSTRATE.
TRACE PCB AWARENESS NOTE
1. THE SURVEY FOR ASBESTOS CONTAINING
MATERIALS, HAZARDOUS MATERIALS AND UNIVERSAL
WASTES PREPARED BY ATLANTIC TESTING
LABORATORIES., DATED APRIL 26, 2017 & JUNE 5 2019 &
MAY 27, 2020. PCB TESTING WAS PERFORMED AND
ACCORDING TO THE TEST RESULTS, NONE OF THE THE
CAULK SAMPLES CONTAINED PCB CONCENTRATIONS
EXCEEDING 50 PPM, AND THEREFORE, NOT
CONSIDERED HAZARDOUS MATERIALS/HAZARDOUS
WASTE.
GENERAL NOTES
1. ABATEMENT CONTRACTOR TO FIELD VERIFY ALL
WORK AND DIMENSIONS, IN THE FIELD, PRIOR TO
COMMENCEMENT OF WORK. NOTIFY DASNY
REPRESENTATIVE OF ANY DISCREPANCIES.
2. ABATEMENT CONTRACTOR IS RESPONSIBLE TO REPAIR
DAMAGE TO EXISTING CONDITIONS NOT SLATED FOR
REMOVAL, THAT RESULTS FROM THE ABATEMENT
WORK.
3. ABATEMENT CONTRACTOR IS RESPONSIBLE TO
SECURE & PROTECT ALL AREAS (INTERIOR &
EXTERIOR), DURING THE DURATION OF THIS WORK.
4. ABATEMENT CONTRACTOR SHALL COMPLY WITH
OPWDD SAFETY PLAN.
5. ABATEMENT CONTRACTOR SHALL MAINTAIN
EMERGENCY EGRESS FROM RESIDENCE DURING
ABATEMENT ACTIVITIES.
6. ABATEMENT CONTRACTOR TO COORDINATE SHUT
DOWN OR SEALING OF ANY OPENINGS WITH DASNY
REPRESENTATIVE & OPWDD. THIS SHALL INCLUDE BUT
NOT BE LIMITED TO DOORS, LOUVERS, WINDOWS,
AND VENTS.
7. ABATEMENT CONTRACTOR TO COORDINATE
ABATEMENT ACTIVITIES WITH DASNY REPRESENTATIVE
TO MINIMIZE THE DISRUPTION OF DAILY OPERATIONS.
8. ABATEMENT CONTRACTOR TO COORDINATE WITH
DASNY REPRESENTATIVE THE LOCATION OF STAGING
AREA FOR DUMPSTER AND CONSTRUCTION
MATERIALS.
9. ALL WORK SHALL BE COORDINATED WITH DDSO.
LEAD AWARENESS NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONDUCTING ALL WORK IN ACCORDANCE WITH
APPLICABLE FEDERAL, STATE, AND LOCAL
REQUIREMENTS, INCLUDING OSHA 29 CFR 1926.62
(LEAD IN CONSTRUCTION STANDARD), AND FOR
TAKING PRECAUTIONS TO ENSURE THAT WORKERS
ARE NOT EXPOSED TO LEAD IN EXCESS OF THE
PERMISSIBLE EXPOSURE LIMIT.
GENERAL ABATEMENT NOTES
1. ABATEMENT CONTRACTOR SHALL PERFORM ALL
WORK IN STRICT ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL RULES,
REGULATIONS, AND GUIDELINES, VARIANCES,
AND THE CONTRACT DOCUMENTS.
2. ALL MATERIAL MEASUREMENTS AND/OR
QUANTITIES AND LOCATIONS ARE
APPROXIMATE. THE ABATEMENT CONTRACTOR
IS TO PERFORM A SITE VISIT TO FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS PRIOR
TO SUBMITTING PRICING AND OR BIDS. THEY
SHALL INCLUDE IN THEIR WORK THE EFFECT OF
ALL EXISTING CONDITIONS TO THE WORK.
3. THE PROVISIONS OF ANY SITE SPECIFIC
VARIANCE(S) OBTAINED BY THE ABATEMENT
CONTRACTOR MAY NOT BE IMPLEMENTED UNTIL
APPROVAL IS GIVEN BY THE OWNER OR THE
OWNER'S REPRESENTATIVE.
4. THIS DRAWING WAS PREPARED BY ACM
PROJECT DESIGNER, JIM LAGONE, RA (NYSDOL
CERT#150-13695) AND IS BASED ON A SURVEYS
FOR ASBESTOS CONTAINING MATERIALS,
HAZARDOUS MATERIALS, AND UNIVERSAL
WASTES PREPARED BY ATLANTIC TESTING
LABORATORIES, DATED JUNE 5, 2020 AND
GYMO DATED NOVEMBER 8, 2017. COPIES OF
THIS REPORT ARE AVAILABLE FROM THE DASNY
PROJECT MANAGER.
5. NOTIFY THE DASNY FIELD REPRESENTATIVE IF
ADDITIONAL SUSPECT MATERIALS ARE
ENCOUNTERED. DO NOT DISTURB THESE
MATERIALS UNTIL THEY ARE TESTED, AND
DIRECTION IS GIVEN BY THE DASNY FIELD
REPRESENTATIVE.
6. COMPLETE THE ASBESTOS ABATEMENT PRIOR TO
ANY OTHER WORK.
7. IMMEDIATELY UPON SATISFACTORY VISUAL
CLEARANCE PERFORMED BY THE PROJECT
MONITOR, THE REMOVED AREAS MUST BE
IMMEDIATELY SEALED TO ENSURE A WATERTIGHT
SYSTEM, WITH APPROVED MATERIALS.
8. SEE ATTACHED ACM REMOVAL SPECIFICATIONS
FOR ADDITIONAL REMOVAL AND HANDLING
REQUIREMENTS.
PV
H-01
JJL JJL
Consultants:
Project Key
Drawing Title
Description Date:
REVISIONS
Drawing Number
Checked By: Date:
DASNY Project No:
Drawing of
Seal & Signature
Drawn By:
Phase
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2020
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
3594009999
08/06/2020
OPWDD REQUESTED KITCHEN
REVISIONS-1
Rev No
Client
ROOF REPLCMNT & ASBESTOS ABATEMENT
HOSTEL # 2202
61 Haymeadow Drive Tupper Lake, NY 12986-1134
44 HOLLAND AVENUE
ALBANY, NY 12229
OFFICE FOR PEOPLE WITH
DEVELOPMENTAL DISABILITIES
Project Title
06/18/2019-
BID SET
DASNY IN-HOUSE DESIGN
Ha ym ea d ow R d
LOCATION PLAN
N
H-2202
ASBESTOS ABATEMENT
PLANS AND NOTES
ASBESTOS ABATEMENT PLAN
SCALE: 1/8" = 1'-0"H-01
ASBESTOS ABATEMENT PLAN
SCALE: 1/8" = 1'-0"H-01
UPPER ROOF
MAIN ROOF
| 230726 ROOF DETAILS |
| 00 OPWDD ROOF COVER SHEET |
| OPWDD SRF STD DETAILS & SPECS |
| PROJECT MANUAL Coversheet |
| 01 ROOF GENERAL NOTES & SPECS Layout1 |
| 02 ROOF GENERAL NOTES & SPECS Layout1 |
| 03 ROOF GENERAL NOTES & SPECS Layout1 |
| 04 ROOF GENERAL NOTES & SPECS Layout1 |
| 05 ROOF GENERAL NOTES & SPECS Layout1 |
| 06 ROOF GENERAL NOTES & SPECS Layout1 |
| 07 ROOF DETAILS Layout1 (1) |
| 08 ROOF DETAILS Layout1 (1) |
| 09 ROOF DETAILS Layout1 (1) |
| 10 ROOF DETAILS Layout1 (1) |
| 11 ROOF DETAILS Layout1 (1) |
| 12 ROOF DETAILS Layout1 (1) |
| 13 ROOF DETAILS Layout1 (1) |
| 14 ROOF DETAILS Layout1 (1) |
| 15 ROOF DETAILS |
| Sheets and Views |
| Layout1 |
| 16 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 17 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 18 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 19 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 20 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 21 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| 22 ROOF DETAILS-Layout1 |
| Sheets and Views |
| Layout1 |
| Example Project |
| 01 G-01-Arch D (24 x 36) |
| Sheets and Views |
| Arch D (24 x 36) |
| 02 A-01-A01 |
| Sheets and Views |
| A01 |
| 03 A-02-A-02 |
| Sheets and Views |
| A-02 |
| 04 H-01-H01 |
| Sheets and Views |
| H01 |
File details come from the government source that posted it. Updated .