AD-101.pdf

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Building 13 Stair and Roof Replacement at Castle Point VAMC
Solicitation number
36C24227B0002
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This document is an architectural drawing for a roof replacement project on Building 13. The project, identified as FE Project No. 25-126, represents 100% construction documents prepared by Fellenzier Engineering LLP (located at 22 Mulberry Street, Suite 2A, Middletown, NY 10940) in coordination with ED Pons architectural and engineering firm (70 South Franklin Street, Wilkes-Barre, PA 18701). The drawing provides comprehensive demolition roof plans and specifications for three distinct roof replacement scopes: shingled areas on wood deck, low-sloped areas with membrane systems, and low-sloped areas with metal roofing. The architectural drawing includes detailed notations, material specifications, legend indicators, and general notes addressing construction requirements, drainage considerations, flashing details, and structural connections. The plan view depicts the full roof layout with multiple roof sections, landing areas, and equipment locations marked with symbols and call-outs that reference specific construction details and installation requirements.

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GENERAL NOTES:

LEGEND:

BUILDING 13 - ARCHITECTURAL: DEMO ROOF PLANS 1

AD-101

ROOF REPLACEMENT BLDG 13 - SHINGLED AREAS ON WOOD DECK

ENGINEERING LLPFE PROJECT NO: 25-126

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735 www.fellp.com

100% CONSTRUCTION DOCUMENTS

70 South Franklin Street, Wilkes-Barre, PA 18701 570 | 824-6340 info@edpons.comedpons.com

ROOF REPLACEMENT BLDG 13 - LOW SLOPED AREAS - MEMBRANE

ROOF REPLACEMENT BLDG 13 -

LOW SLOPED AREAS - METAL

ROOF REPLACEMENT BLDG 13 -

LOW SLOPED AREAS - METAL

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1. SEE DRAWING GI-002 FOR LOCATION OF EXISTING SITE CONDITIONS (I.E. SEE DRAWING GI-002 FOR LOCATION OF EXISTING SITE CONDITIONS (I.E. ENTRANCES, GARAGE DOOR, FIRE DEPARTMENT CONNECTIONS, PARKING AREAS, ETC.) AND FOR PROPOSED TEMPORARY FENCING LOCATIONS, SCAFFOLDING, BRIDGING, ETC. 2. COORDINATE WITH THE VA PLACEMENT OF PROTECTION STRUCTURES/FENCING AND COORDINATE WITH THE VA PLACEMENT OF PROTECTION STRUCTURES/FENCING AND MATERIAL STORAGE. CONTRACTOR TO MINIMIZE SPACE AND DURATION OF USE OF THESE SPACES AS MUCH AS POSSIBLE. 3. ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, INCLUDING LIFTING OF EQUIPMENT OR MATERIAL, MUST TAKE PLACE AFTER 5 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR AT ANY TIME ON WEEKENDS. MINOR MATERIAL DELIVERIES AND REMOVALS MAY TAKE PLACE DURING NORMAL BUSINESS HOURS BY USE OF THE VA APPROVED ELEVATORS. 4. PROVIDE NETTING AND BRIDGING TO PROTECT AREAS AND WALKWAYS THAT ARE PROVIDE NETTING AND BRIDGING TO PROTECT AREAS AND WALKWAYS THAT ARE BELOW THE LIFT AREA. 5. ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR DURING THE WEEKEND. 6. PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING STRUCTURES, PAVING, LANDSCAPING AND OTHER SITE COMPONENTS. 7. PROVIDE TEMPORARY PROTECTION AGAINST WATER INFILTRATION FOR ALL EXISTING PROVIDE TEMPORARY PROTECTION AGAINST WATER INFILTRATION FOR ALL EXISTING ROOF AREAS UNDERGOING REPLACEMENT. REPAIR ANY LEAKS IMMEDIATELY UPON DISCOVERY. 8. WHEREVER WORK IS PERFORMED, PROTECT INTERIOR OF EXISTING STRUCTURES AT WHEREVER WORK IS PERFORMED, PROTECT INTERIOR OF EXISTING STRUCTURES AT ALL TIMES, FROM DAMAGE, DUST AND WEATHER. 9. WHEREVER WORK IS PERFORMED, PROTECT ROOF SURFACES THAT ARE TO REMAIN WHEREVER WORK IS PERFORMED, PROTECT ROOF SURFACES THAT ARE TO REMAIN IN PLACE FOR DURATION OF AREA OF WORK.

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SHINGLE ROOF

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SHINGLE ROOF

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SHINGLE ROOF

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LANDING BELOW

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EXISTING UTILITY BLDG N.I.C.

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LANDING BELOW

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LANDING BELOW

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EXITING SIAMESE CONNECTION, DO NOT BLOCK

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AS-401

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AS-301

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AS-301

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AS-301

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CAPPED

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SIM.

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CAPPED

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APPROX. 6" HIGH

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APPROX. 6" HIGH

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APPROX. 12" HIGH

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APPROX. 6" HIGH

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FALL PROTECTION TO REMAIN

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ROOF SLOPE

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AutoCAD SHX Text EXISTING ROOF MEMBRANE TO BE REMOVED, DISPOSED AND REPLACED WITH NEW EPDM MEBRANE. (1,000 SQ. FT.)

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AD-101

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ARCHITECTURAL: DEMO ROOF PLAN - BLDG. 13

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JDF

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SBL/SRB

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

AutoCAD SHX Text REMOVE AND DISPOSE THE FOLLOWING: SHINGLES, ICE & WATER SHIELD AND UNDERLAYMENT TO DECK ON SLOPED ROOF AREAS, DETERIORATED WOOD PLANKING (TO BE REPLACED WITH NEW FIRE RESISTANT, PRESSURE TREATED, THICKNESS AND WIDTH TO MATCH EXISTING) - ALLOW FOR 10% OF ROOF AREA GUTTER SYSTEM AND LEADER

AutoCAD SHX Text REMOVE & DISPOSE METAL COVERING ON ROOF & PARAPET WALL. SEE DRAWING ASB-100 FOR ACM REMOVAL BELOW.

AutoCAD SHX Text 620A4-25-201

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AutoCAD SHX Text UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW.

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VA FORM 08-6231

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VA CASTLE POINT - BLDG. 13 BRICK REPLACEMENT, TUCKPOINTING & ROOF REPLACEMENT

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41 CASTLE POINT ROAD WAPPINGERS FALLS, NY 12590

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CONSULTANT:

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NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/28

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JOHN D. FELLENZER, P.E.

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AutoCAD SHX Text REMOVE TO METAL DECK AND DISPOSE THE FOLLOWING: EXISTING DEBRIS LEFT BY PRIOR WORK. (SHINGLE BUNDLES AND SAND BAGS) ROOFING MEMBRANE 6"± RIGID INSULATION LAYERS.GUTTER SYSTEM AND LEADER TERMINATION BAR FASCIA

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PRE-BID RFI

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13-AD-101

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