DRWG_(5.29.19).pdf

PDF 26 MB Posted May 31, 2019

Attached to: Repair Envelope, CCAFS, Bldg. 1645 Federal contract opportunity
Solicitation number: FA252119BA014
Issued by: Department of the Air Force Space Command

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Other files attached to Repair Envelope, CCAFS, Bldg. 1645, newest first.
File	Type	Posted
Abstract_of_Offers.pdf	PDF	Jul 1, 2019
FA252119BA014_-_RFI_Response_and_Add'l_Info.pdf	PDF	Jun 20, 2019
SV_Sign-in_Redacted.pdf	PDF	Jun 20, 2019
Amendment_1_Approved.pdf	PDF	Jun 11, 2019
Wage_Determination_051019.pdf	PDF	Jun 11, 2019
Solicitation_-_FA252119BA014_Final.pdf	PDF	May 31, 2019
RMD_Fm_(5.29.19).pdf	PDF	May 31, 2019
Specifications_(5.29.19).pdf	PDF	May 31, 2019
Stmnt_of_Work_(5.29.19).pdf	PDF	May 31, 2019
Form_3052_-_Constr_Cost_Est_Breakdown_w_cont.xls	XLS spreadsheet	May 31, 2019
Haz_Waste_Form.doc	DOC document	May 31, 2019
Precon_05-Badge_Request_45_SFS_Form,_V11_25Jul18.pdf	PDF	May 31, 2019
Wage_Determination_as_of_030119.pdf	PDF	May 31, 2019

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PORT CANAVERAL

KENNEDY SPACE CENTER

INDUSTRIAL AREA

VISITOR CONTROL

CENTER

SOUTH GATE

STATE RD 401

SR 528 BEACHLINE

SR A1A TO COCOA BEACH

CAPE CANAVERAL AIR FORCE STATION

DBEH 18-1547

CAPE CANAVERAL, FLORIDA

SCALE:

LOCATION MAP

NONE

CCAFS

INDUSTRIAL

AREA

REPAIR ENVELOPE, FAC 1645,

CCAFS, FLORIDA

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

TRUE

NORTH

PLAN

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ENLARGED PROJECT AREA

NONE

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NORTH

PLAN

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

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SUPPLEMENTAL DRAWING'S NOTE:

ORIGINAL DRAWING MODIFICATIONS ARE CLOUDED

AND REFERENCE THE SUPPLEMENTAL DRAWING

PACKAGE AT THE END OF THE CURRENT PACKAGE.

DRAWING INDEX

SHEET NUMBER SHEET DESCRIPTION

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

HAZARDOUS MATERIALS

H-001 GENERAL HAZARDOUS MATERIAL NOTES AND ABBREVIATIONS

ARCHITECTURAL

A-001

GENERAL NOTES, ABBREVIATIONS AND LEGEND

AD-100 FLAG NOTES - DEMOLITION

AD-101 ROOF PLAN - DEMOLITION

AD-901 PHOTOS 1 - DEMOLITION

AD-902 PHOTOS 2 - DEMOLITION

A-100 FLAG NOTES - NEW CONSTRUCTION

A-101 ROOF PLAN - NEW CONSTRUCTION

A-501 DETAILS - 1

A-502 DETAILS - 2

A-503 DETAILS - 3

A-504 DETAILS - 4

A-505 DETAILS - 5

A-506 DETAILS - 6

ELECTRICAL

E-001 GENERAL NOTES

E-002 LEGEND AND ABBREVIATIONS

ED-101 LIGHTNING PROTECTION PLAN AND NOTES - DEMOLITION

ED-901 PHOTOS - DEMOLITION

E-100 FLAG NOTES - NEW CONSTRUCTION

E-101 LIGHTNING PROTECTION PLAN - NEW CONSTRUCTION

E-501

PLAN, DETAILS AND DIAGRAM

SUPPLEMENTAL DRAWINGS

SPG-001 SUPPLEMENTAL DRAWINGS COVER SHEET

SPA-001

GENERAL NOTES, ABBREVIATIONS AND LEGEND

SPAD-101

ROOF PLAN, FLAG NOTES AND PHOTOS - DEMOLITION

SPA-101

ROOF PLANS, FLAG NOTES AND SCHEDULES - NEW CONSTRUCTION

SPA-301 SECTIONS AND DETAILS

SPA-601 DOOR AND HARDWARE SCHEDULE AND DETAILS

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GENERAL HAZARDOUS MATERIAL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS

MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR

CONSTRUCTION AND SERVICE CONTRACTORS. NO HAZARDOUS MATERIALS ARE ALLOWED TO BE

BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER AND 45 CEIE PM TO REVIEW HAZARDOUS MATERIALS

AUTHORIZATION PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW

FACILITIES. ALL CONSTRUCTION MATERIALS REJECTED BY THE GOVERNMENT SHALL BE REMOVED

FROM THE SITE IMMEDIATELY.

2. IF PRODUCTS ARE TO BE USED DURING THE PROJECT WHICH MAY CONTAIN HAZARDOUS CHEMICALS, THE SDS FOR THOSE PRODUCTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW

ALONG WITH CONTRACTOR'S SAFETY PLAN, PRIOR TO START OF WORK.

3. THERE SHALL BE NO HAZARDOUS AIR EMISSIONS FROM DEBRIS PER 29 CFR 1910. ANY

SANDBLASTING OR NEEDLE-JET OPERATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER

AND SHALL HAVE FULL CONTAINMENT.

4. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF MATERIALS

CONTAINING ACM, PCB OR HEAVY METALS, INCLUDING LEAD, CADMIUM, OR CHROMIUM, IS

SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT, BUT IS REQUIRED

TO BE DISTURBED IN ORDER TO:

· PERFORM THE CONTRACT WORK;

· SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL;

· HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE TO HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY MATERIALS CONTAINING HEAVY METALS OR ASBESTOS

BE REMOVED WITHOUT THE CONTRACTING OFFICER APPROVAL. FOR REFERENCE, SEE HAZMAT

LEGEND.

5. ASBESTOS AND HEAVY METALS INFORMATION IS BASED FIELD SAMPLING AND TESTING REPORT

INCLUDED IN ATTACHMENT I TO THE SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY TEST

RESULTS AS ACCURATE AND COMPLETE PRIOR TO INITIATING WORK AND PERFORM ANY ADDITIONAL

TESTING REQUIRED TO SAFELY PERFORM WORK AND PROPERLY DISPOSE OF DEMOLITION

MATERIALS. SEE FIGURE 1 FOR HAZMAT SAMPLE LOCATIONS. SEE TABLE 1 FOR ASBESTOS RESULTS

SCHEDULE. SEE TABLE 2 FOR HEAVY METALS RESULTS SCHEDULE.

6. IF ROOF REPAIR WORK AT FACILITY 1645 REQUIRES DISTURBANCE OF CMU OR OTHER CONCRETE

FIXTURES THAT GENERATES SILICA DUST, WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER

29 CFR 1910.134 AND 29 CFR 1926.1153 AGAINST SILICA AND PARTICULATES.

HAZARDOUS MATERIAL - FLAG NOTES:

1. MERCURY, ARSENIC, BARIUM, CADMIUM, CHROMIUM AND LEAD HAVE BEEN DETECTED IN PAINT ON

THE EXTERIOR STAIRCASE LEADING UP TO THE HIGH BAY ROOF. DURING ROOF REPAIR AND

REFURBISHMENT, WORK SHALL BE CONDUCTED IN SUCH A MANNER AS TO AVOID GENERATING PAINT

DUST. WORKERS SUBJECT TO EXPOSURE TO HEAVY METALS IN PAINT SHALL COMPLY WITH: 29 CFR

1926.55 OSHA STANDARD FOR GASES, VAPORS, FUMES, DUSTS, AND MISTS: 29 CFR 1910.1018, OSHA

STANDARD FOR ARSENIC; 29 CFR 1926.1127, OSHA STANDARD FOR CADMIUM; 29 CFR 1926.1126, OSHA

STANDARD FOR CHROMIUM; AND 29 CFR 1926.62, OSHA STANDARD FOR LEAD.

2. CHROMIUM WAS DETECTED IN PAINT ON THE EXTERIOR STAIRCASE AT A CONCENTRATION

EXCEEDING THE EPA TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP) HAZARDOUS

CRITERIA. PAINT REMOVED FROM STAIRCASE DURING REFURBISHMENT MUST BE MANAGED AS

HAZARDOUS WASTE IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS, INCLUDING 40 CFR

CHAPTER I, SUBCHAPTER I, AND U.S. AIR FORCE HAZARDOUS WASTE MANAGEMENT PLAN, 45TH

SPACE WING. SEE SPECIFICATION SECTIONS 02 81 00 AND 02 82 33.13 20.

ABBREVIATIONS:

45 SW - 45TH SPACE WING

ACM - ASBESTOS CONTAINING MATERIAL

CFR - CODE OF FEDERAL REGULATIONS

EPA - ENVIRONMENTAL PROTECTION AGENCY

F.A.C. - FLORIDA ADMINISTRATIVE CODE

HAZMAT - HAZARDOUS MATERIALS

OSHA - OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PEL - PERMISSIBLE EXPOSURE LIMITS

PCB - POLYCHLORINATED BIPHENYLS

PPE - PERSONAL PROTECTIVE EQUIPMENT

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APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE LATEST REVISION OF THE FOLLOWING CODES AND WITH PROJECT

SPECIFICATIONS:

OSHA STANDARD FOR RESPIRATORY PROTECTION, 29 CFR 1910.134

OSHA STANDARD FOR HAZARDOUS WASTE COMMUNICATION, 29 CFR 1910.1200

OSHA STANDARD FOR GASES, VAPORS, FUMES, DUSTS AND MISTS, 29 CFR 1926.55

OSHA STANDARD FOR LEAD, 29 CFR 1926.62

OSHA STANDARD FOR ASBESTOS, 29 CFR 1926.1101

OSHA STANDARD FOR CHROMIUM (VI), HEXAVALENT CHROMIUM, 29 CFR 1926.1126

OSHA STANDARD FOR CADMIUM, 29 CFR 1926.1127

OSHA STANDARD FOR RESPIRABLE CRYSTALLINE SILICA, 29 CFR 1926.1153

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

ASBESTOS ABATEMENT, FLORIDA STATUTES CHAPTER 469

ASBESTOS PROGRAM, F.A.C. CHAPTER 62-257

2016 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

HAZARDOUS WASTE MANAGEMENT PLAN, 45TH SPACE WING

NATIONAL EMISSION STANDARD FOR ASBESTOS, 40 CFR 61 SUBPART M

EPA STANDARD FOR PCB, 40 CFR 761

SYNTHETIC ORGANIC CONTAMINANTS MONITORING REQUIREMENTS, F.A.C. 62-550.516

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

NFPA 70, NATIONAL ELECTRICAL CODE

NFPA 111, STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY AND STANDBY POWER SYSTEMS

FIGURE 1 : FACILITY 1645

FACILITY 1645

TABLE 2

BUILDING 1645, SPACECRAFT SUPPORT CENTER, CAPE CANAVERAL AFS HEAVY METALS RESULTS (PARTS PER MILLION)

Sample ID Material Type

Arsenic Barium Cadmium Chromium Lead

Mercury Sample Date Report Date

P-01 (TOTAL RCRA 8)

Upper High

Bay Exterior

Staircase Paint

ND 295 ND 4760 874 10.2 6/18/2018 6/25/2018

P-01A (TCLP RCRA 8)

Upper High

Bay Exterior

Staircase Paint

0.0900 0.107 0.0800 83.6 ND 0.000894 8/17/2018 8/24/2018

1 2

TABLE 1

BUILDING 1645, SPACECRAFT SUPPORT CENTER, CAPE CANAVERAL AFS ASBESTOS RESULTS (PARTS PER MILLION)

Sample ID Material Type

Asbestos

Sample Date

Test Date

ACM-01

Silver Flashing, South East Roof

No 6/18/2018 6/24/2018

ACM-02

Built-up Roof and Foam, South East Roof

No 6/18/2018 6/24/2018

ACM-03

Built-up Roof and Foam, South East Roof

No 6/18/2018 6/24/2018

ACM-04

Built-up Roof and Foam, South Roof

No 6/18/2018 6/24/2018

ACM-05

Built-up Roof and Foam, High Bay Roof

No 6/18/2018 6/24/2018

ACM-06

Built-up Roof and Foam, Middle Roof

No 6/18/2018 6/24/2018

ACM-07

Built-up Roof and Foam, Upper Roof

No 6/18/2018 6/24/2018

ACM-08

Black Flashing, Upper Roof

No 6/18/2018 6/24/2018

ACM-09

Built-up Roof and Foam, South West Roof

No 6/18/2018 6/24/2018

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EXISTING - TO REMAIN

ARCHITECTURAL LEGEND:

(ALL MAY NOT BE USED)

DEMOLITION - TO BE REMOVED

NEW - TO BE INSTALLED

GENERAL REMOVAL AND INSTALLATION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS; FOR PURPOSES OF CLARIFICATION THE WORD 'PROVIDE' MEANS PROVIDE

AND INSTALL U.O.N.

2. INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE OBSERVABLE IN PLACE ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY REQUIREMENTS FOR

EXACT DIMENSIONS. PRIOR TO START OF ALL WORK OPERATIONS, CONTRACTOR SHALL FIELD VERIFY CURRENT PROJECT CONDITIONS. ALL CONSTRUCTION REQUIREMENTS

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR PROPOSED WORK, AT BID PHASE, PRIOR TO CONSTRUCTION. PROJECT SPECIFICATIONS CONTAIN ADDITIONAL

DEMOLITION AND REPAIR PROCEDURES AND REQUIREMENTS.

4. NOTATIONS FOR REMOVAL AND INSTALLATION REQUIREMENTS SHALL APPLY TO ALL SHEETS IN THIS DRAWING PACKAGE.

5. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING ITEMS INTENDED TO BE REMOVED AND RE-USED, OR RECYCLED.

6. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE

PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

7. REFERENCES TO MANUFACTURER'S NAMES ARE TO IDENTIFY DESIGN STANDARDS AND NOT TO LIMIT SELECTION OF OTHER SIMILAR OR EQUAL ITEMS.

8. NO EXISTING (LOAD BEARING) STRUCTURAL MEMBER SHALL BE CUT, REMOVED, AND/OR MODIFIED (UNLESS SPECIFIED IN THE CONSTRUCTION DOCUMENTS) WITHOUT THE

WRITTEN APPROVAL OF THE CONTRACTING OFFICER; ANY EXISTING DISTURBED AND/OR DAMAGED SURFACES (I.E. GYPSUM DECK, CONCRETE, PAINT, ETC.) WITHIN THE AREA

OF CONSTRUCTION SHALL BE REPAIRED AS NECESSARY, TO MATCH EXISTING CONSTRUCTION.

9. WHERE REQUIRED, ALL NEW STEEL STRUCTURAL MEMBERS SHALL BE ASTM A36.

10. WHERE REQUIRED AND NOT OTHERWISE SPECIFIED, ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS.

11. ALL CONSTRUCTION REQUIREMENTS INCLUDING ENVIRONMENTAL ASBESTOS AND HEAVY METAL DEMOLITION SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

12. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS. ANY UNFORESEEN CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER.

13. AFTER COMPLETION OF CONSTRUCTION WORK, ALL WORK AREAS SHALL BE LEFT CLEAN AND FREE OF ANY EXTRANEOUS JOINT COMPOUND, PAINT SMEARS OR SPLATTERS.

14. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION IN FINISHED/OCCUPIED SPACES BELOW THE AREA OF WORK, TO PREVENT ACCIDENTAL INJURY TO BUILDING

OCCUPANTS. CONTRACTOR SHALL PROVIDE METHOD/CONSTRUCTION OF DUST CONTROL/BARRIER TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO START OF DEMO

WORK.

15. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE GOVERNMENT, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL ITS WORK.

ABA/ADA - AMERICAN BARRIER ACT - FEDERAL/

AMERICAN DISABILITY ACT - COMMERCIAL

ACM - ASBESTOS CONTAINING MATERIAL

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ANOD - ANODIZED

A.T. - ANTI TERRORIST

ATFP - ANTI TERRORIST FORCE PROTECTION

BLDG - BUILDING

B.F. - BOARD FEET

CCAFS - CAPE CANAVERAL AIR FORCE STATION

CID - COMPREHENSIVE INTERIOR DESIGN

CONC - CONCRETE

CONT - CONTINUOUS

CMDR - COMMANDER'S

CMU - CONCRETE MASONRY UNIT

CONF - CONFERENCE

DN - DOWN

DET - DETAIL

DWGS - DRAWINGS

EXIST - EXISTING

EXT - EXTERIOR

F.G. - FIBERGLASS

FIN FL - FINISH FLOOR

F.V. - FIELD VERIFY

GA - GAUGE

GALV - GALVANIZED

GYP BD - GYPSUM WALL BOARD

GWB - GYPSUM WALL BOARD

H.M. - HOLLOW METAL

HW - HARDWARE

HDW - HARDWARE

HAZMAT - HAZARDOUS MATERIAL

INSUL - INSULATION

INT - INTERIOR

LLV - LONG LEG VERTICAL

LLH - LONG LEG HORIZONTAL

LFT OR

L.FT. - LINEAL FEET

MAX - MAXIMUM

MFR - MANUFACTURER

MIN - MINIMUM

M.O. - MASONRY OPENING

MOD BIT - MODIFIED BITUMEN

MTL - METAL

MRGWB - MOISTURE RESISTANT

GYPSUM WALL BOARD

MTD - MOUNTED

N.I.C. - NOT INCLUDED IN CONTRACT

NOM - NOMINAL

O.FT. - ON CENTER

O.FU. - OUTSIDE DIAMETER

PAW - PAGING AREA WARNING

P/PT - PAINT

P.T. - PRESSURE TREATED

PLYWD - PLYWOOD

PWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

REINF - REINFORCED

R.O. - ROUGH OPENING

SBS - STYRENE BUTADIENE STYRENE

S.C. - SOLID CORE

SCH OR

SCHED - SCHEDULE

SF OR

SQ.FT. - SQUARE FEET

SMS - SHEET METAL SCREW

S.S. - SOLID SURFACE

ST. STL. - STAINLESS STEEL

S.O.W. - SCOPE OF WORK

TYP. - TYPICAL

U.O.N - UNLESS OTHERWISE NOTED

VTR - VENT THRU-ROOF

(ALL MAY NOT BE USED) FOR ADDITIONAL END ITEMS ABBREVIATIONS; REFER TO RESPECTIVE DISCIPLINE DRAWINGS

ABBREVIATIONS:

AREA OF WORK - GENERAL ROOF AREAS A - H, FACILITY

1645, CCAFS (APPLICABLE TO ALL DISCIPLINES)

EQUIPMENT/CURB DEMOLITION (PHOTOS)

DISSIMILAR METALS:

CONTRACTOR SHALL PROVIDE ADEQUATE SEPARATION OF DISSIMILAR METALS BY APPROPRIATE MEANS, SUCH AS 15# SEPARATION FELT FOR ROOFS AND ASPHALTIC TAPE, NEOPRENE TAPE, PEEL AND STICK TAPE, OR ASPHALTIC PAINT AT OTHER LOCATIONS AS REQUIRED.

ALL CONNECTORS, FASTENERS, BOLTS, ETC., SHALL BE SELECTED IN ORDER TO PREVENT OR MINIMIZE ANY GALVANIC REACTION BETWEEN DISSIMILAR METALS. AND UNLESS

OTHERWISE NOTED PROVIDE 304 STAINLESS STEEL.

SEQUENCING OF WORK:

CONTRACTOR SHALL SEQUENCE DEMO WORK TO FULLY COMPLETE ALL REQUIRED CONSTRUCTION WORK. PHASED CONSTRUCTION IS ACCEPTABLE WHERE APPROVED BY

THE CONTRACTING OFFICER. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF EXISTING ASSEMBLIES TO BE SALVAGED AGAINST INCLEMENT WEATHER AND

CONSTRUCTION DAMAGE.

PROJECT SPECIFIC NOTES

1. MISSION DEDICATED ROOF MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED TO PAW SYSTEM, CCTV AND ASSOCIATED CONDUITS AND

WIRING, SHALL BE MAINTAINED AND SHALL BE PROTECTED IN-PLACE. ALL WORK SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER AND SHALL BE IDENTIFIED IN THE CONTRACTOR'S SAFETY PLAN AND METHOD OF PERFORMING THE WORK PER DRAWINGS

AND SPECIFICATIONS.

2. USER ESCORT SERVICE WILL BE PROVIDED TO GENERAL CONTRACTOR PERSONNEL WHEN REQUIRED TO ENTER THE INTERIOR OF

BUILDING DURING CONSTRUCTION.

3. EXISTING ROOF-TOP HVAC PACKAGE UNIT SHALL BE REMOVED BY A SPECIALTY CONTRACTOR AND SHALL REPLACED WITH IN-KIND MODEL

AND TONNAGE UNIT FOR REINSTALLATION. CONTRACTOR SHALL LIMIT DOWN-TIME REPLACEMENT OF HVAC PACKAGE UNIT TO NOT MORE

THAN 5 DAYS IN COORDINATION WITH THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IN THE EVENT CRANES AND/OR EQUIPMENT LIFTS MUST BE USED.

PLACEMENT OF CRANE TO BE APPROVED BY THE CONTRACTING OFFICER.

5. ALL NEW WOOD NAILERS AND FASCIA IN CONTACT WITH CONCRETE SURFACES SHALL BE PRESSURE TREATED (P.T.).

6. DOWNSPOUT LOCATION AND VERTICAL INSTALLATION SHALL BE FIELD DETERMINED DUE TO IN-PLACE WALL MOUNTED END ITEMS.

NOTES:

1. ALL PRESSURES ABOVE ARE 'NORMAL' / 'ASD'. NO FURTHER REDUCTIONS ARE ALLOWED. SEE NOTE 2 BELOW FOR WIND DESIGN CRITERIA.

2. WIND: ASCE 7-16 W/ THE FOLLOWING PARAMETERS:

· RISK CATEGORY III => V = 160 mph

· EXPOSURE 'D', ENCLOSED BUILDING => GCpi = ± 0.18

WIND LOAD PRESSURE TABLE

TRIBUTARY AREA

LESS THAN 20 SF

WIND ZONES

ZONE 1 = ROOF FIELD ZONE 2 = ROOF PERIMETER AND RIDGE ZONE 3 = ROOF CORNERS ZONE 4 = BLDG WALL FIELD ZONE 5 = BLDG WALL CORNERS

POSITIVE (PSF)

29.2 29.0 29.2 73.1 73.1

NEGATIVE (PSF)

-113.7 -150.4 -198.4 -79.6 -95.45

APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES AND THEIR LATEST REVISION AND WITH PROJECT SPECIFICATIONS:

2015 BUILDING CONSTRUCTION AND SAFETY NFPA 5000

NATIONAL ELECTRIC CODE/INTERNATIONAL ELECTRICAL CODE SERIES, NEC - NFPA 70

2015 STANDARD ON TYPES OF BLDG. CONSTRUCTION NFPA 220

2018 INTERNATIONAL BUILDING CODE

2016 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

2014 AIR FORCE SIGN STANDARD UFC 3-120-01

SEQUENCE OF USER AND GC ROOF DEMOLITION AND INSTALLATION NOTES

1. GENERAL CONTRACTOR SHALL REMOVE MECHANICAL/ELECTRICAL END ITEMS AND LIGHTNING PROTECTION SYSTEM, INCLUDING, BUT NOT

LIMITED TO ROOF-TOP AC UNIT, LIGHTING FIXTURES, GROUNDING CONDUCTORS AND AIR TERMINALS WITH ATTACHMENTS. PRIOR TO

REMOVAL, END ITEMS SHALL BE TESTED FOR OPERATIONAL STATUS. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR

SPECIFIC EQUIPMENT REMOVAL AND DISPOSAL OR EQUIPMENT REMOVAL AND SALVAGING.

2. GENERAL CONTRACTOR SHALL REPAIR ROOF PER DRAWINGS AND SPECIFICATIONS.

3. GENERAL CONTRACTOR SHALL INSTALL EXISTING/NEW MECHANICAL END ITEMS AND NEW LIGHTNING PROTECTION SYSTEM FOR A FULLY

OPERATIONAL SYSTEM. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR SPECIFIC EQUIPMENT INSTALLATION.

EXISTING EQUIPMENT TO REMAIN (SHOWN ON PHOTOS)

AREA OF WORK - CANOPY ROOF I, J AND K, FACILITY

1645, CCAFS (APPLICABLE TO ALL DISCIPLINES)

ROOF MOUNTED MECHANICAL ITEMS

A m r c w k s R

A E I S T E S S D

B E H

E P

O O

F A

W G

A d w g

A u t o

C A

D F

G e n e r a l

D o c u m e n t a t i o n p

AD-100

L A

B O

O N

S T

A N

T I N

I D

F L

E M

O L

I T

I O

H O

S A

D B

E A

R D

D B

R E

P A

E L

O P

C C

A F

L O

R I D

C C

A F

L U

S A

I V

I N

E E

Q U

A D

R O

D E

L I V

E R

D R

A W

D E

S I G

N E

S U

B M

I T

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V I E

W E

D A

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SHEET

IDENTIFICATION

C O

N T

R A

E I S

R A

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R C

H I T

E C

T E

N G

I N

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S P

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T I O

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V I C

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F A n g i n e e r i n g I n c

L L

E N

E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

GENERAL NOTES - DEMOLITION:

1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF ROOF AT BID PHASE PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO EXISTING BUILDING AND IN-PLACE ADJOINING ROOF STRUCTURES

AND SHALL PROVIDE TEMPORARY ROOF ENCLOSURE TO AVOID WATER INTRUSION IN THE BUILDING DURING ALL PHASES OF

CONSTRUCTION. COORDINATE DEMOLITION WITH SUBSEQUENT DISCIPLINE DRAWINGS.

3. CONTRACTOR SHALL FIELD VERIFY THE PRESENCE AND LOCATIONS OF ANY EXISTING MECHANICAL AND ELECTRICAL ROOF

MOUNTED ITEMS AT BID PHASE PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL REMOVE ONLY AS MUCH ROOFING SYSTEM AS CAN BE REPAIRED, REPLACED AND WATERPROOFED IN

ONE DAY. THE PUBLIC SHALL BE PROTECTED FROM DEMOLITION MATERIAL, DUST, FUMES, ETC. BY BARRIERS FROM AND OR

PLASTIC SHEETS AS REQUIRED. DEMOLITION WORK SHALL CEASE IF THE PUBLIC IS ENDANGERED IN ANY WAY.

FLAG NOTES - DEMOLITION:

GENERAL BLDG ROOF 1645 - WALLS AND ROOF FOR ROOF AREAS A - H:

1. ROOF A - H; EXISTING BLDG CONSTRUCTION EXCEPT AT BASE OF WALLS AND AT DOOR THRESHOLD, INCLUDING BUT NOT LIMITED

TO COLUMNS, WALLS, DOORS, WINDOWS AND MISSION DEDICATED CCTV STAND AND PAW SYSTEM TO REMAIN (N.I.C) - SHOWN

FOR REFERENCE.

2. ROOF C; EXISTING STEEL VIEWING PLATFORM ASSEMBLY TO REMAIN. CAREFULLY DETACH AND REMOVE VIEWING PLATFORM

OPEN GRATING FLOOR PLATES BY MEANS OF FASTENERS REMOVAL AND GRINDING EXISTING SPOT WELDS, TO ALLOW FOR

DEMOLITION AND NEW CONSTRUCTION ROOFING WORK. SAVE GRATING PLATES FOR REINSTALLATION.

3. ROOF C; EXISTING ROOF VIEWING PLATFORM ACCESS STEEL STAIRWELL ASSEMBLY TO REMAIN (N.I.C) - SHOWN FOR REFERENCE.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE LADDER DURING DEMOLITION WORK.

4. ROOF D; EXISTING STEEL STAIR ASSEMBLY TO REMAIN. CAREFULLY CUT, REMOVE AND DISPOSE OF STAIR TOP OF LANDING

CORRODED TOP SECTION OF GUARDRAILS; MAINTAIN MID-RAILING IN-PLACE; PRIOR TO DEMOLITION WORK, CONTRACTOR SHALL

LOCALLY ABATE GUARDRAIL METAL SURFACE AS SPECIFIED ON HAZARDOUS MATERIALS DRAWINGS. CONTRACTOR SHALL

EXERCISE CARE DURING DEMOLITION PROCEDURE TO AVOID DAMAGE TO IN-PLACE RAILING. PREPARE FOR NEW WORK.

5. ROOF A; DETACH AND REMOVE EXISTING ROOF MOUNTED, 15 TON HVAC PACKAGE UNIT. DE-ENERGIZE EQUIPMENT PRIOR TO

REMOVAL. REMOVE SUPPORTS, SUPPORT COLLARS AND PITCH PANS. PROVIDE ADDITIONAL SUPPORTS FOR CONDUITS AND

WIRES AS REQUIRED. REFER TO NOTE 6 FOR DUCTWORK MODIFICATION NOTES AND TO PROJECT SPECIFIC NOTE 3 ON DRAWING

A-001 FOR DOWN-TIME REQUIREMENTS.

NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, FOR GOVERNMENT APPROVAL, INDICATING REMOVAL AND INSTALLATION

OF IN-KIND HVAC PACKAGE UNIT AND SUPPORT STANDS.

6. ROOF A; EXISTING ROOF MOUNTED HVAC RETURN AND SUPPLY DUCTWORK TO REMAIN IN-PLACE. CONTRACTOR SHALL PROTECT

VERTICAL DUCTWORK SUPPORTS DURING ALL PHASES OF CONSTRUCTION.

NOTE: CONTRACTOR SHALL MODIFY IN-PLACE DUCTWORK TERMINATIONS TO ACCOMMODATE NEW ROOF MOUNTED HVAC

PACKAGE UNIT. PROVIDE SHOP DRAWINGS, FOR GOVERNMENT'S APPROVAL OF MODIFICATIONS TO DUCTWORK; REFER TO NOTE

5 FOR HVAC PACKAGE UNIT MODIFICATIONS.

7. ROOF A; REMOVE AND DISPOSE OF EXISTING CONDENSATE LINE.

8. ROOF B; EXISTING ALUMINUM RAILING TO REMAIN - CONTRACTOR SHALL CAREFULLY REMOVE AND DISPOSE RAILING PITCH PAN

ASSEMBLIES AND PREPARE FOR NEW WORK.

9. ROOF A AND B; EXISTING CONCRETE STAIR AND ELEVATED LANDING WITH ALUMINUM RAILING TO REMAIN - CONTRACTOR SHALL

PROTECT DURING ALL PHASES OF CONSTRUCTION.

10. ROOF A - H; CONTRACTOR SHALL CAREFULLY REMOVE AND DISPOSE OF BUILT-UP ROOFING SYSTEM, INCLUDING BUT NOT

LIMITED TO BALLAST, ROOFING MEMBRANES AND INSULATION DOWN TO IN-PLACE:

- CONCRETE DECK AT ROOF A - C AND E - H, AND

- GYPSUM DECK AT ROOF D.

CONTRACTOR SHALL REMOVE NAILERS AS REQUIRED PER NOTE 12. PREPARE AREA TO RECEIVE NEW ROOFING SYSTEM.

CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION PROCEDURE TO AVOID DAMAGE TO EXISTING ROOF DECK

SUBSTRATES. CONTRACTOR SHALL INSPECT ROOF DECK PRIOR TO INSTALLATION OF NEW ROOFING.

11. ROOF A - H; EXISTING DECK SUBSTRATE TO REMAIN, TYP.

12. ROOF A - H; CONTRACTOR SHALL CAREFULLY REMOVE EXISTING EAVE OR RAKE FLASHING, INCLUDING CLEATS, BRACKETS AND

STRAPS. INSPECT ROOFING EAVE AND RAKE NAILERS AND WALL ATTACHMENTS FOR WATER INTRUSION AND DAMAGE. IF

DAMAGED, CUT, REMOVE AND DISPOSE OF AFFECTED ROOF NAILERS AND PREPARE TO RECEIVE NEW WORK. FOR BIDDING

PURPOSES, ASSUME 1500 B.FT.

13. ROOF A - C AND E - H; AT INTERSECTION OF WALLS WITH ROOFS - CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING

FLASHING ASSEMBLY TO INCLUDE, WOOD CANT STRIP, ST. STL. FLASHING, REGLET AND TERMINATION BAR WITH ATTACHMENTS, AS APPLICABLE. REPAIR SPALLING CMU AND CONCRETE PRIOR TO NEW FLASHING INSTALLATION. PREPARE AREA FOR NEW

WORK.

CONT.:

14. ROOF A - D; REMOVE AND DISPOSE OF VTR FLASHING. INSPECT CONDITION OF VTR AFTER REMOVAL OF BUILT-UP ROOFING

SYSTEM. PREPARE TO EXTEND VTR TO 8" ABOVE FINISHED ROOFING, AS REQUIRED.

15. ROOF D AND G; EXISTING AIR INTAKE HOOD (ROOF D) AND EXHAUST FAN (ROOF G) - REMOVE AND SAVE FOR REINSTALLATION

HOOD AND EXHAUST FAN ASSEMBLIES. REMOVE AND DISPOSE OF CURB FLASHING AND SEALANT. CURB NAILERS AND CANT

STRIP TO REMAIN (CONTRACTOR SHALL REMOVE NAILERS AS REQUIRED PER NOTE 12). DISCONNECT AND REMOVE EXHAUST

FAN WIRING TO NEAREST J-BOX (FOR BIDDING PURPOSES, ASSUME 20 L.FT.) INSPECT ROOF FOR WATER INTRUSION AND

DAMAGE.

16. ROOF C; AT EXISTING MISSION DEDICATED EQUIPMENT AND ELEVATOR SHAFT ROOF CURBS - REMOVE AND DISPOSE OF CURB

FLASHING, CANT STRIP AND SEALANT. INSPECT ROOF FOR WATER INTRUSION AND DAMAGE.

17. ROOF A - H; CONTRACTOR SHALL REMOVE AND DISPOSE OF STAINLESS STEEL GUTTER AND DOWNSPOUT ASSEMBLIES WITH

ATTACHMENTS.

18. ROOF A, B AND GROUND LEVEL; REMOVE AND DISPOSE OF CONCRETE SPLASH BLOCKS.

19. ROOF B; REMOVE AND DISPOSE OF ROOF WALK PADS (2 LOCS).

20. ROOF A - E; FOR ROOF MOUNTED ELECTRICAL LIGHTNING PROTECTION SYSTEM DEMOLITION WORK, REFER TO ELECTRICAL

DRAWINGS.

21. ROOF A AND B; AT EXISTING DOOR THRESHOLD - CAREFULLY REMOVE THRESHOLD FLASHING (3 LOCS).

FLAG NOTES 22 - 30 NOT USED.

CANOPY ROOFS 1645 - WALLS AND ROOF FOR ROOF AREAS I - K:

31. ROOF I AND J; EXISTING BLDG CONSTRUCTION EXCEPT AT BASE OF WALLS. INCLUDING BUT NOT LIMITED TO EXTERIOR BUILDING

WALLS AND SUPPORTS, TO REMAIN - SHOWN FOR REFERENCE.

32. ROOF I; CONTRACTOR SHALL CAREFULLY REMOVE AND DISPOSE OF METAL BATTEN ROOF AND ATTACHMENTS DOWN TO

EXISTING STEEL JOISTS; INSPECT CONDITION OF EXISTING STEEL JOISTS PRIOR TO APPLICATION OF NEW METAL ROOF; WIRE

BRUSH AND PAINT WITH ZINC RICH PAINT. CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION PROCEDURE TO AVOID

DAMAGE TO ADJOINING ROOF STRUCTURE. ANY DAMAGE CAUSED BY REMOVAL OF ROOF SYSTEM SHALL BE REPORTED TO

CONTRACTING OFFICER AND SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL REMOVE

AND DISPOSE OF STAINLESS STEEL GUTTER AND DOWNSPOUT ASSEMBLIES; RETAIN A SECTION OF GUTTER/DOWNSPOUT

ASSEMBLY AS A TEMPLATE FOR NEW CONSTRUCTION.

33. ROOF I; AT INTERSECTION OF VERTICAL BATTEN ROOF WITH ROOF - CONTRACTOR SHALL CAREFULLY REMOVE AND DISPOSE OF

EXISTING BASE FLASHING TO INCLUDE, ST. STL. FLASHING, REGLET AND TERMINATION BAR, AS APPLICABLE. REMOVE WOOD

NAILERS AND BLOCKING, INCLUDING ATTACHMENTS.

34. ROOF I; EXISTING METAL CEILING PANELS AT UNDERSIDE OF STEEL STRUCTURE TO REMAIN. PROTECT DURING ALL PHASES OF

CONSTRUCTION.

35. ROOF J; ROOFING SYSTEM ASSEMBLY TO REMAIN. MODIFY ROOF MEMBRANE AT PERIMETER INTERSECTION OF PARAPET TO

ROOF AND CMU WALL TO ROOF. CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION PROCEDURE TO AVOID DAMAGE TO

IN-PLACE ROOFING SYSTEM.

36. ROOF J; CONTRACTOR SHALL CAREFULLY REMOVE EXISTING COPING CAP, PARAPET FLASHING AND FASTENERS; INSPECT WOOD

NAILERS FOR WATER INTRUSION AND DAMAGE. IF DAMAGED, CUT AND REMOVE AFFECTED NAILERS AND PREPARE TO RECEIVE

NEW WORK. DISPOSE OF DEMOLISHED MATERIAL. RETAIN A SECTION OF COPING CAP AS A TEMPLATE FOR NEW CONSTRUCTION.

PROTECT IN-PLACE PARAPET WALL PANELING.

37. ROOF J; EXISTING STAINLESS STEEL SCUPPERS AND SUMP BOXES TO REMAIN (2 EA). MODIFY EXISTING WEST LEADER

OUTFLOW PER NEW CONSTRUCTION FLAG NOTES. MAINTAIN EAST LEADER IN CURRENT LOCATION.

38. ROOF J; CUT AND DISPOSE OF EAST AND WEST PARAPETS TO CONSTRUCT NEW OVERFLOW SCUPPERS. MATCH EXISTING

SCUPPER OPENING DIMENSIONS. BOTTOM OF OVERFLOW SCUPPER SHALL BE AT 2" ABOVE THE ROOF ELEVATION.

39. ROOF J; AT INTERSECTION OF WALL WITH ROOF - CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING FLASHING ASSEMBLY, TO INCLUDE, REGLET AND TERMINATION BAR WITH ATTACHMENTS, AS APPLICABLE.

40. ROOF I - J; REMOVE ELECTRICAL LIGHTNING PROTECTION SYSTEM ROOF MOUNTED ITEMS PER ELECTRICAL DRAWINGS.

41. GROUND LEVEL; REMOVE AND DISPOSE OF CONCRETE SPLASH BLOCKS.

42. ROOF K; EXISTING STANDING SEAM CANOPY ROOF K, INCLUDING GUTTER AND DOWNSPOUTS TO REMAIN. REFER TO NEW

CONSTRUCTION NOTES.

A m r c w k s R

A E I S T E S S D

B E H

E P

O O

F A

W G

D d w g

A u t o

C A

D F

G e n e r a l

D o c u m e n t a t i o n p

AD-101

L A

B O

O N

S T

A N

T I N

I D

R O

E M

O L

I T

I O

H O

S A

D B

E A

R D

D B

R E

P A

E L

O P

C C

A F

L O

R I D

C C

A F

L U

S A

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R O

D E

L I V

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IDENTIFICATION

C O

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R A

E I S

R A

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R C

H I T

E C

T E

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T I O

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F A n g i n e e r i n g I n c

L L

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E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

SCALE:

KEY PLAN

N.T.S.

GENERAL ROOF

AREAS A - H,

FACILITY 1645, CCAFS

GENERAL NOTES:

1. FLAG NOTES ARE INDICATIVE OF WORK TO BE ACCOMPLISHED, APPLICABLE TO EACH INDIVIDUAL ROOF AREA AND REFERENCE

TYPICAL DETAILS AS INDICATED IN SUBSEQUENT DRAWINGS.

2. THE ACRONYM 'TYP.', ATTACHED TO INDIVIDUAL FLAG NOTES, REFLECTS WORK TO BE COMPLETED TO THE APPLICABLE ROOF

AREAS.

3. REFER TO NOTES, LEGEND AND ABBREVIATIONS ON DRAWING A-001.

4. REFER TO DEMOLITION FLAG NOTES ON DRAWING AD-100.

5. INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE

ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY FOR EXACT DIMENSIONS.

GRAPHIC SCALE: 3/32" = 1'-0"

10' 20' 30'10' 5' 0'

SCALE:

ROOF PLAN - GENERAL ROOF AREAS AND CANOPIES - FACILITY 1645 - DEMOLITION

3/32" = 1'-0"

1 2 3 4 5 6 7 8 9 10

10.9 11 12 13 14 15 15.5 16 17

1 2 3 4 5 6 7

CANOPY ROOF J,

FACILITY 1645, CCAFS

CANOPY ROOF I,

FACILITY 1645, CCAFS

R O

O F

S L

O P

R O

O F

S L

O P

RIDGE

R O

O F

S L

O P

R O

O F

S L

O P

R O

O F

S L

O P

151'-1"

35'-0" 13'-8"

5'-0"

8'-8 1/2"

20'-5"

31'-2" 30'-5" 106'-9"

10'-1 1/2"

11'-4 1/16"

21'-4" 97'-0"

83'-0"

RIDGE

R O

P E

R O

P E

R O

O F

S L

O P

N O

R T

P L A

N O

R T

P L A

6"±

10 11 20

BELOW

TYP.

8 19

3'-2 1/2"

14'-7 1/2"

TYP.

9 13

19'-3"

TYP.

1712 10

TYP.

ROOF C - ELEVATOR

SHAFT ROOF

TYP.

10 11 20

TYP.

ROOF

10 11 20

TYP.

ROOF

TYP.

10"±

24"±

G H

S I N

G L

L O

P E

X I S

T I N

D E

S I N

G L

L O

P E

X I S

T I N

D E

CANOPY ROOF K,

FACILITY 1645, CCAFS

ROOF

2'-6"

ROOF D

ABOVE

ROOF J

GUTTER AND DOWNSPOUT

ABOVE TO BE DEMOLISHED,

SHOWN FOR REFERENCE

GROUND LEVEL

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

TYP.

36'-1 3/8"

5'-0"

TYP.

A m r c w k s R

A E I S T E S S D

B E H

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O O

F A

W G

D d w g

A u t o

C A

D F

G e n e r a l

D o c u m e n t a t i o n p

AD-901

L A

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P H

O T

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H O

S A

D B

E A

R D

D B

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P A

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C A

F S

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O R

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C C

A F

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IDENTIFICATION

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F A n g i n e e r i n g I n c

L L

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2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

SCALE:

PHOTOS - GENERAL ROOF AREAS A THROUGH C - DEMOLITION:

NONE

PHOTO AD-901:

ROOF A - NORTH VIEW - OVERALL VIEW SHOWING ROOF STEP-DOWN

GENERAL NOTES:

REFER TO NOTES, LEGEND AND ABBREVIATIONS ON DRAWING

A-001.

REFER TO DEMOLITION PLANS AND FLAG NOTES ON DRAWINGS

AD-100 AND AD-101.

INFORMATION ON EXISTING CONDITIONS IS BASED ON THE

AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE

ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY

EXACT DIMENSIONS.

PLAN NORTH NOTE:

PHOTOS ORIENTATION ARE IN ACCORDANCE WITH KEY PLAN

'PLAN NORTH' THIS DRAWING.

REMOVE GUTTERS, GUTTER BRACKETS, DOWNSPOUTS, AS WELL AS BASE DOOR THRESHOLD AND EAVE FLASHING PER ARCHITECTURAL NOTES

R E

M O

X I S

T I N

O O

F I N

Y S

T E

O W

O N

C R

E T

E C

H I T

E C

T U

R A

L A

O T

E S

PHOTO AD-901:

ROOF A - NORTH EAST

VIEW - EAVE GUTTER

PHOTO AD-901:

ROOF A - WEST VIEW - ROOF ACCESS DOOR (SET OF 2 IMAGES)

PHOTO AD-901:

ROOF A - SOUTH VIEW - OVERALL VIEW

PHOTO AD-901:

ROOF A - NORTH VIEW - WALL/ROOF MECHANICAL ITEMS (TOTAL OF 2 IMAGES)

PHOTO AD-901:

ROOF A - WEST WALL - GUTTER, DOWNSPOUT, BACK SPLASH, BASE FLASHING

AND CONCRETE STAIR WITH RAILING ASSEMBLY (TOTAL OF 2 IMAGES)

PHOTO AD-901:

ROOF B - RAILING ASSEMBLY AND PITCH PANS

PHOTO AD-901:

ROOF B - SOUTH WEST VIEW - BACK

SPLASH AND BASE FLASHING

PHOTO AD-901:

ROOF B - NORTH VIEW

PHOTO AD-901:

ROOF B - NORTH WEST VIEW -

GUTTER, DOWNSPOUT, BACK SPLASH

AND BASE/DOOR FLASHING

PHOTO AD-901:

ROOF B - NORTH VIEW - BASE FLASHING,

SPLASH BLOCKS AND RAILING ASSEMBLY

PHOTO AD-901:

ROOF C - SOUTH VIEW

PHOTO AD-901:

ROOF C - SOUTH VIEW - ELEVATOR SHAFT

ROOF CURB AND FLASHING

PHOTO AD-901:

ROOF C - NORTH VIEW

PHOTO AD-901:

ROOF C - SOUTH VIEW - ROOF CURB AND FLASHING

PHOTO AD-901:

ROOF C - SOUTH WEST VIEW - STEEL VIEWING PLATFORM (SET OF 5 IMAGES)

REMOVE ROOF MOUNTED MECHANICAL EQUIPMENT TO INCLUDE

SUPPORTS AND PITCH PANS PER ARCHITECTURAL NOTES

SCALE:

KEY PLAN

N.T.S.

GENERAL ROOF

AREA A, FACILITY

1645, CCAFS

N O

R T

P L A

GENERAL ROOF AREA B,

FACILITY 1645, CCAFS

GENERAL ROOF AREA C,

FACILITY 1645, CCAFS

REMOVE GUTTERS, GUTTER BRACKETS, DOWNSPOUTS, SPLASH BLOCKS, WALK-PADS, RAILING PITCH PANS, AS WELL AS BASE DOOR THRESHOLD AND EAVE FLASHING PER ARCHITECTURAL NOTES

REMOVE GUTTERS, GUTTER BRACKETS, SPLASH BLOCKS, RAILING PITCH PANS, AS WELL AS BASE DOOR THRESHOLD, CURB FLASHING AND EAVE FLASHING PER ARCHITECTURAL NOTES

OPEN GRATING

FLOOR PLATES

STEEL VIEWING

PLATFORM

SUPPORT

ASSEMBLY

STEEL VIEWING

PLATFORM

STAIRWELL

TOP LANDING

AND ACCESS

GATE

STEEL VIEWING

PLATFORM

ACCESS

PHOTO AD-901:

ROOF B - WALK PADS

10 11

TYP.

6 7

TYP.

12 13

10 11 12 13

10 11 12

TYP.

A m r c w k s R

A E I S T E S S D

B E H

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O O

F A

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D d w g

A u t o

C A

D F

G e n e r a l

D o c u m e n t a t i o n p

AD-902

L A

B O

O N

S T

A N

T I N

I D

P H

O T

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O L

I T

I O

H O

S A

D B

E A

R D

R E

P A

E L

O P

C A

F S

F L

O R

I D

C C

A F

D B

U S

I V

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Q U

A D

R O

D E

L I V

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D R

A W

D E

S I G

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SHEET

IDENTIFICATION

C O

N T

R A

E I S

R A

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R C

H I T

E C

T E

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I N

E E

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S P

E C

T I O

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V I C

E S

F A n g i n e e r i n g I n c

L L

E N

E A

2 3

1 2 3

4 5

An O ne id a N at io n Co m pa ny

SCALE:

PHOTOS - GENERAL ROOF AREAS D THROUGH H AND CANOPY ROOF AREAS I, J AND K - DEMOLITION:

NONE

GENERAL NOTES:

REFER TO NOTES, LEGEND AND ABBREVIATIONS ON DRAWING

A-001.

REFER TO DEMOLITION PLANS AND FLAG NOTES ON DRAWINGS

AD-100 AND AD-101.

INFORMATION ON EXISTING CONDITIONS IS BASED ON THE

AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE

ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY

EXACT DIMENSIONS.

PLAN NORTH NOTE:

PHOTOS ORIENTATION ARE IN ACCORDANCE WITH KEY PLAN

'PLAN NORTH' THIS DRAWING.

PHOTO AD-902:

ROOF D - NORTH VIEW

R E

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PHOTO AD-902:

ROOF D - NORTH WEST VIEW -

MECHANICAL EQUIPMENT CURB FLASHING

PHOTO AD-902:

ROOF D - SOUTH VIEW

REMOVE GUTTERS, GUTTER BRACKETS, DOWNSPOUTS, EAVE/RAKE FLASHING, VTR, EQUIPMENT CURB FLASHING AS WELL AS CORRODED PORTION OF TOP LANDING RAILING PER ARCHITECTURAL NOTES

PHOTO AD-902:

ROOF E - NORTH VIEW

PHOTO AD-902:

ROOF F - NORTH VIEW -

GUTTER AND BASE FLASHING

SCALE:

KEY PLAN

N.T.S.

CANOPY ROOF J,

FACILITY 1645, CCAFS

PHOTO AD-902:

ROOF G - ROOF VIEW - GUTTER AND

MECHANICAL EQUIPMENT CURBS

CANOPY ROOF I,

FACILITY 1645, CCAFS

GENERAL ROOF AREA H,

FACILITY 1645, CCAFS

GENERAL ROOF AREA E,

FACILITY 1645, CCAFS

REMOVE GUTTERS, GUTTER BRACKETS, DOWNSPOUTS, AS WELL AS BASE AND EAVE/RAKE FLASHING PER ARCHITECTURAL NOTES

REMOVE METAL ROOF ASSEMBLY DOWN TO STEEL JOISTS AS WELL AS GUTTERS, GUTTER BRACKETS, DOWNSPOUTS AND BASE FLASHING PER ARCHITECTURAL NOTES

GENERAL ROOF AREA D,

FACILITY 1645, CCAFS

GENERAL ROOF

AREA F, FACILITY

1645, CCAFS

GENERAL ROOF AREA G,

FACILITY 1645, CCAFS

N O

R T

P L A

PHOTO AD-902:

ROOF D - NORTH AND WEST VIEWS - ROOF D ACCESS STEEL STAIRS (SET OF 2 IMAGES)

PHOTO AD-902:

ROOF D - NORTH

WEST VIEW - VTR

PHOTO AD-902:

ROOF I - EAST ELEVATION

PHOTO AD-902:

ROOF I - SOUTH EAST VIEW

PHOTO AD-902:

ROOF I - ELECTRICAL ITEMS

PHOTO AD-902:

ROOF I - BASE FLASHING

PHOTO AD-902:

ROOF J - SOUTH WEST VIEW - COPING

CAP AND ROOFING SYSTEM

PHOTO AD-902:

ROOF J - WEST ELEVATION - STEEL SCUPPERS,

LEADER AND PARAPET SIDING PANELS

PHOTO AD-902:

ROOF J - NORTH EAST VIEW - SCUPPERS,

PARAPET, BASE FLASHING AND ELECTRICAL ITEM

EXISTING ROOFING SYSTEM TO REMAIN IN PLACE; CLEAN SURFACE AND PREPARE TO RECEIVE NEW

ROOFING SYSTEM; REMOVE COPING CAP PARAPET AND FLASHING PER ARCHITECTURAL NOTES

10 11

TYP.

12 13

TYP.

PHOTO AD-902:

ROOF H - OVERALL ROOF VIEW - GUTTER

10 11 12 13

TYP.

PHOTO AD-902:

ROOF I - BASE FLASHING

TYP.

15 1

TYP.

TYP.TYP.

TYP.

32 40

TYP.

35 36

TYP.

PHOTO AD-902:

ROOF I - SOUTH VIEW

PHOTO AD-902:

ROOF E - NORTH WEST VIEW

PHOTO AD-902:

ROOF J - WEST ELEVATION - STEEL SCUPPERS,

LEADER AND PARAPET SIDING PANELS

39 4038

TYP.

PHOTO AD-902:

ROOF K - SOUTH VIEW

(SET OF 2 IMAGES)

TYP.

GENERAL ROOF

AREA K, FACILITY

1645, CCAFS

PHOTO AD-902:

ROOF J - NORTH VIEW -

BACK SPLASH AND LEADER

A m r c w k s R

A E I S T E S S D

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D o c u m e n t a t i o n p

A-100

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IDENTIFICATION

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1 2 3

4 5

An O ne id a N at io n Co m pa ny

GENERAL NOTES - NEW CONSTRUCTION:

1. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF ROOF PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO EXISTING BUILDING STRUCTURE AND SHALL PROVIDE TEMPORARY

ROOF ENCLOSURE TO AVOID WATER INTRUSION IN THE BUILDING DURING ALL PHASES OF CONSTRUCTION.

3. CONTRACTOR SHALL FIELD VERIFY THE PRESENCE AND LOCATIONS OF ANY EXISTING MECHANICAL AND ELECTRICAL ROOF

MOUNTED ITEMS PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL REMOVE ONLY AS MUCH ROOFING SYSTEM AS CAN BE REPAIRED, REPLACED AND WATERPROOFED IN

ONE DAY. THE FACILITY USERS SHALL BE PROTECTED FROM DEMOLITION MATERIAL, DUST, ETC. BY BARRIERS FROM AND/OR

PLASTIC SHEETS AS REQUIRED. DEMOLITION WORK SHALL CEASE IF THE PUBLIC IS ENDANGERED IN ANY WAY. CONTRACTOR

SHALL PREVENT NOXIOUS FUMES FROM ENTERING INTO THE BUILDING THROUGH FRESH INTAKE VENTS.

FLAG NOTES - NEW CONSTRUCTION:

GENERAL BLDG ROOF 1645 - WALLS AND ROOF FOR ROOF AREAS A - H:

1. ROOF A - H; PROVIDE AND INSTALL NEW SBS MODIFIED BITUMEN ROOFING SYSTEM EQUAL TO SOPREMA. REFER TO TYP. ROOF

PROFILE SECTIONS 1AND 2 ON DRAWING A-501 AND TO SPECIFICATIONS.

2. ROOF A; AT STEP-DOWN AREAS - PROVIDE AND INSTALL NEW EXPANSION JOINT MEMBRANE EQUAL TO SOPRAJOINT, SOPREMA

PER DETAIL 4, DRAWING A-502.

3. ROOF A, B AND E - H; AT INTERSECTION OF WALL AND LOWER ROOF AREAS - PROVIDE AND INSTALL NEW BASE FLASHING AND

TERMINATION BAR. REFER TO TYP. BASE FLASHING DETAIL 5, DRAWING A-502.

4. ROOF A AND B; AT EXISTING DOOR THRESHOLD - PROVIDE AND INSTALL NEW ST. STL. THRESHOLD FLASHING (3 LOCS).

5. ROOF A - D; PROVIDE NEW VTR EXTENSIONS TO COMPLY WITH HEIGHT CLEARANCE REQUIREMENTS AS REQUIRED, TYP.;

PROVIDE AND INSTALL NEW VTR FLASHING PER DETAIL 7, DRAWING A-503.

6. ROOF A - H; PROVIDE AND INSTALL NEW NOM. 2"x P.T. NAILERS AT PERIMETER OF ROOF, AS REQUIRED (FOR BIDDING PURPOSES, ASSUME 1500 B.FT). ATTACH TO EXISTING DECK SUBSTRATE WITH ST. STL. FASTENERS - ATTACHMENT AND SPACING OF

NAILERS SHALL BE IN ACCORDANCE WITH CURRENT WIND CODES AND PER WIND LOADING REQUIREMENTS AS INDICATED IN

WIND DESIGN PRESSURE TABLE SHOWN ON DRAWING A-001. PROVIDE NEW 24 GA ST. STL. EAVE AND RAKE FLASHING AND

CLEATS. REFER TO DETAILS 1, 2 AND 3 ON DRAWING A-502 AND DETAIL 11 ON A-503.

7. ROOF A - H; PROVIDE AND INSTALL NEW 24 GA ST. STL. RECTANGULAR GUTTERS. PROVIDE 22 GA ST. STL. GUTTER CLEATS, 1"x1/8" ST. STL. BRACKETS AND STRAPS. BRACKETS AND 22 GA ST. STL. GUTTER STRAPS SHALL ALTERNATE AT MAX. 18" O.C.

SPACING. SEE TYP. EAVE GUTTER DETAILS 1, 2, AND 3 ON DRAWING A-502 AND TYP. GUTTER DETAILS AND SCHEDULE ON

DRAWING A-506.

8. ROOF A - H; PROVIDE AND INSTALL NEW 24 GA ST. STL. DOWNSPOUTS WITH MINIMUM (4) 1"x1/8" ST. STL. SUPPORT BRACKETS, SEE TYP. DETAILS AND SCHEDULE ON DRAWING A-506 AND PROJECT SPECIFIC NOTE 6 ON DRAWING A-001.

9. ROOF A - H; APPLY 3-COAT PRIME / PAINT SYSTEM AT WALL LOCATIONS DAMAGED BY DEMOLITION WORK. COLOR AND SHEEN

SELECTION SHALL MATCH EXISTING AND TO BE APPROVED BY CONTRACTING OFFICER.

10. ROOF A - H; APPLY NEW SINGLE COMPONENT POLYURETHANE SEALANT TO ALL FASTENERS AND ATTACHMENT POINTS OF

ROOFING COMPONENTS AND CMU WALLS, INCLUDING EXISTING CMU WALL PENETRATIONS, AS REQUIRED.

11. ROOF D AND G; EXISTING AIR INTAKE HOOD (ROOF D) AND EXHAUST FAN (ROOF G) - REINSTALL EA ASSEMBLY TO EXISTING

CURBS; PROVIDE AND INSTALL NEW CURB FLASHING WITH ATTACHMENTS TO MATCH EXISTING; SEE TYP. DETAIL 6, DRAWING

A-502. RE-CONNECT EXHAUST FAN (ROOF G) PER ELECTRICAL DRAWINGS.

12. ROOF C; AT ELEVATOR SHAFT - PROVIDE AND INSTALL NEW BASE FLASHING WITH ATTACHMENTS PER LEGACY ELEVATOR

SHAFT DETAIL 8, DRAWING A-503. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ELEVATOR SHAFT COMPONENTS BY NEW

CONSTRUCTION WORK.

13. ROOF A - C; PROVIDE AND INSTALL NEW WALKWAY CONSISTING OF SBS MODIFIED BITUMEN CAP SHEET, SIMILAR TO SPECIFIED

SOPREMA CAP SHEET SHOWN ON PROFILE SECTION 1 ON DRAWING A-501, WITH CONTRASTING COLOR. ADDITIONALLY, CONTRACTOR SHALL PROVIDE 200 SQ.FT. OF NEW WALKWAY AT VARIOUS LOCATIONS PER GOVERNMENT DIRECTION (IN LIEU OF

THE SPECIFIED WALKWAY MATERIAL AND WITH CONTRACTING OFFICER APPROVAL, PROVIDE WALKWAY MEMBRANE PADS

EQUAL TO SOPRAWALK, BY SOPREMA).

14. ROOF D; AT EXISTING STAIR TOP LANDING - PROVIDE AND INSTALL NEW 1 1/2" DIAM. ST. STL. TOP OF SECTION OF LANDING

GUARDRAIL. AT EACH SIDE OF TOP LANDING, PROVIDE AND INSTALL NEW SCH 40, 1 1/2" DIAM. ALUMINUM GUARDRAIL AND WALL

MOUNTED BRACKET. ATTACH BRACKET TO WALL AS INDICATED ON DETAIL 11, DRAWING A-503. GUARDRAIL CONFIGURATION

SHALL BE EQUAL TO 'HOLLAENDER - SPEEDRAIL'. TOP OF GUARDRAIL SHALL BE AT 42" ABOVE ROOF SURFACE AND POST

SPACING SHALL BE AT MAX. 6'-0" O.C. CONFIGURATION SHALL MATCH EXISTING. GUARDRAIL ASSEMBLIES SHALL COMPLY WITH

OSHA 1910.29 AND PERFORMANCE REQUIREMENTS IN SPECIFICATIONS. PROVIDE NEW ST. STL. CHAIN AND SIGN AT BOTTOM OF

STAIR TO MATCH EXISTING.

15. ROOF C; PROVIDE AND INSTALL (3 EA) NEW SCH 40, 1 1/2" DIAM. ALUMINUM GUARDRAIL. PROVIDE WALL MOUNTED BRACKETS.

ATTACH BRACKET TO EXISTING IN-PLACE STEEL BRACKETS AT EXTERIOR WALL OF ROOF C AS INDICATED IN DETAIL10 ON

DRAWING A-503. GUARDRAIL CONFIGURATION SHALL BE EQUAL TO 'HOLLAENDER - SPEEDRAIL'. TOP OF GUARDRAIL SHALL BE

AT 42" ABOVE ROOF SURFACE AND POST SPACING SHALL BE AT 6'-0" O.C. OR SHALL BE AT THE SPACING OF IN-PLACE STEEL

BRACKETS. GUARDRAIL CONFIGURATION SHALL MATCH EXISTING, ASSEMBLIES SHALL COMPLY WITH OSHA 1910.29 AND

PERFORMANCE REQUIREMENTS IN SPECIFICATIONS.

CONT.:

16. ROOF A, B AND GROUND LEVEL; PROVIDE AND INSTALL WATER DISSIPATING CONCRETE SPLASH BLOCKS AT BOTTOM OF NEW

DOWNSPOUTS AND LEADERS AS SHOWN ON DRAWINGS. CONCRETE SPLASH BLOCK SHALL BE EQUAL TO 'ATLANTIC COAST

PRECAST' AND SHALL BE SIZED AT 11"x24" FOR UPPER LEVELS AND NOM. 14"x30" AT GROUND LEVEL. FOR SPLASH BLOCKS ON

ROOFS A AND B, THE CONTRACTOR IS TO PROVIDE SACRIFICIAL CAP SHEET, APPROXIMATELY 30" x 30", AS SPECIFIED ON FLAG

NOTE 13 THIS DRAWING.

17. EXISTING BUILDING WALLS SHOWN FOR REFERENCE, TYP.

18. ROOF A; THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW IN-KIND, 15 TON ROOF-TOP HVAC PACKAGE UNIT. INSTALL ON

NEW GALVANIZED STEEL FRAME AS REQUIRED TO SUPPORT THE EQUIPMENT AND MAINTAIN INTERFACE ELEVATION WITH

EXISTING DUCTWORK (PER SHOP DRAWINGS AS INDICATED ON NOTE 5 AND 6 ON DRAWING AD-100). INSTALL NEW ROOF

MOUNTED PVC CONDENSATE LINE. RE-CONNECT HVAC PACKAGE UNIT TO IN-PLACE DUCTWORK AND TO NEW CONDENSATE

LINE. TEST AND BALANCE EQUIPMENT AND DUCTWORK FOR FULL OPERATIONAL CAPACITY. FOR DOWN-TIME REQUIREMENTS

REFER TO PROJECT SPECIFIC NOTE 3 ON DRAWING A-001.

19. ROOF C; CONTRACTOR SHALL RE-INSTALL VIEWING PLATFORM FLOOR GRATING PANELS IN PREVIOUS LOCATIONS. ATTACH TO

IN-PLACE STEEL FRAMING AND FASTEN WITH ST. STL. FASTENERS AND SPOT WELDING. FOR FULLY SUPPORTED FLOOR SYSTEM.

REPAIR EXISTING SURFACES WITH ZINC-RICH TIE-COAT PRIMER AND PAINT TO MATCH EXISTING COLOR. FOR PURPOSES OF

BIDDING ASSUME 300 SQ FT.

20. ROOF A - E; NEW LIGHTNING PROTECTION SYSTEM PER ELECTRICAL DRAWINGS.

21. ROOF B; AT EXISTING GUARDRAILS, PROVIDE AND INSTALL NEW BASE FLASHING PER DETAIL 9, DRAWING A-503.

22. ROOF C; AT EXISTING MISSION DEDICATED EQUIPMENT CONCRETE PEDESTAL - PROVIDE AND INSTALL NEW BASE FLASHING

WITH ATTACHMENTS PER DETAIL 17, DRAWING A-505. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EQUIPMENT

COMPONENTS BY NEW CONSTRUCTION WORK.

FLAG NOTES 23 - 30 NOT USED.

CANOPY ROOFS 1645 - WALLS AND ROOF FOR ROOF AREAS I - K:

31. ROOF I; PROVIDE AND INSTALL NEW 24 GA, PRE-FINISHED, GALVALUME, STANDING SEAM ROOF, INCLUDING BUT NOT LIMITED

TO ST. STL. THERMAL CLIPS AND FASTENERS. ATTACH METAL ROOF TO 1/2" P.T. PLYWOOD, FELT AND UNDERLAYMENT AS

RECOMMENDED BY MFR. REFER TO TYP. ROOF PROFILE SECTION 4 ON DRAWING A-501, METAL ROOF DETAILS ON DRAWING

A-504 AND TO SPECIFICATIONS.

32. ROOF I; AT NORTH AND WEST SIDE OF ROOF I VERTICAL METAL ROOF - PROVIDE AND INSTALL NEW CANT STRIP, FLASHING AND

TERMINATION BAR. REFER TO LEGACY SECTION 5 ON DRAWING A-504.

33. ROOF I; PROVIDE AND INSTALL NEW 24 GA ST. STL. RECTANGULAR GUTTERS. PROVIDE 22 GA ST. STL. GUTTER CLEATS, 1"x1/8"

ST. STL. BRACKETS AND STRAPS. BRACKETS AND 22 GA ST. STL. GUTTER STRAPS SHALL ALTERNATE AT MAX. 18" O.C. SPACING.

SEE EAVE GUTTER DETAIL 16, DRAWING A-504 AND TYP. GUTTER DETAILS AND SCHEDULE ON DRAWING A-506.

34. ROOF I; PROVIDE AND INSTALL NEW 24 GA ST. STL. DOWNSPOUTS WITH MINIMUM (4) 1"x1/8" ST. STL. SUPPORT BRACKETS, SEE

TYP. DETAILS AND SCHEDULE ON DRAWING A-506.

35. ROOF J; PROVIDE AND INSTALL NEW SBS MODIFIED BITUMEN ROOFING SYSTEM EQUAL TO SOPREMA. PROTECT IN-PLACE

METAL PARAPET. REFER TO TYP. ROOF PROFILE SECTION 3 ON DRAWING A-501 AND TO SPECIFICATIONS.

36. ROOF J; PROVIDE AND INSTALL NEW METAL PARAPET COPING CAP, FLASHING ON CONTINUOUS CLEAT, WOOD NAILERS AS

REQUIRED AND FASTENERS. NEW COPING CAP PROFILE, PAINT COLOR AND SHEEN SHALL MATCH EXISTING AND SHALL BE

APPROVED BY CONTRACTING OFFICER. REFER TO TYP. COPING CAP FLASHING DETAIL 19 ON DRAWING A-505.

37. ROOF J; EXISTING ST. STL. SCUPPERS AND SUMP BOXES TO REMAIN IN-PLACE. CONTRACTOR SHALL ENSURE THAT EXISTING

SCUPPERS INTERIOR SLEEVE IS FEATHERED INTO NEW ROOFING SYSTEM. EXTEND WEST LEADER OUTFLOW TO SOUTH EDGE

OF LOBBY STRUCTURE.

38. ROOF J; PROVIDE AND INSTALL NEW OVERFLOW SCUPPERS ADJACENT TO IN-PLACE SCUPPERS AS INDICATED ON TYP.

OVERFLOW SCUPPER FABRICATION DETAIL, DRAWING A-506. TRIM INTERIOR AND EXTERIOR FACE OF SCUPPER SLEEVES. NEW

OVERFLOW SCUPPER PAINT, COLOR AND SHEEN SHALL MATCH EXISTING AND SHALL BE APPROVED BY CONTRACTING OFFICER.

39. ROOF J; AT INTERSECTION OF WALL WITH ROOF - PROVIDE AND INSTALL NEW BASE FLASHING AND TERMINATION BAR. REFER

TO TYP. BASE FLASHING DETAIL 18 ON DRAWING A-505.

40. ROOF I AND J; FOR ELECTRICAL LIGHTNING PROTECTION SYSTEM ROOF MOUNTED ITEMS, REFER TO ELECTRICAL DRAWINGS.

41. ROOF J; - APPLY 3-COAT PRIME / PAINT SYSTEM AT WALL LOCATIONS DAMAGED BY DEMOLITION WORK. COLOR AND SHEEN

SELECTION SHALL MATCH EXISTING AND TO BE APPROVED BY CONTRACTING OFFICER.

42. ROOF K; WIRE BRUSH CORROSION FROM SOFFIT AREA, PRIME WITH ZINC RICH PRIMER AND FINISH WITH ZINC FINISH TOP COAT

TO MATCH EXISTING IN COLOR AND SHEEN APPROXIMATELY 120 SQ.FT.

43. GROUND LEVEL; PROVIDE AND INSTALL WATER DISSIPATING CONCRETE SPLASH BLOCKS AT BOTTOM OF NEW DOWNSPOUTS

AND LEADERS AS SHOWN ON DRAWINGS. CONCRETE SPLASH BLOCK SHALL BE EQUAL TO 'ATLANTIC COAST PRECAST' AND

SHALL BE SIZED AT NOM. 14"x30".

A m r c w k s R

A E I S T E S S D

B E H

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A d w g

A u t o

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D o c u m e n t a t i o n p

A-101

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IDENTIFICATION

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F A n g i n e e r i n g I n c

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1 2 3

4 5

An O ne id a N at io n Co m pa ny

SCALE:

KEY PLAN

N.T.S.

GENERAL ROOF

AREAS A - H,

FACILITY 1645, CCAFS

16'12'8'0'2'4' 4'

GRAPHIC SCALE 3/16" = 1'-0"

SCALE:

ROOF PLAN - GENERAL ROOF AREAS AND CANOPIES - FACILITY 1645 - NEW CONSTRUCTION

3/32" = 1'-0"

ELEVATOR

SHAFT ROOF

1/4" SLOPE

L O

P E

L O

P E

S I N

G L

L O

P E

X I S

T I N

D E

1 2 3 4 5 6 7 8 9 10

10.9 11 12 13 14 15 15.5 16 17

1 2 3 4 5 6 7

CANOPY ROOF J,

FACILITY 1645, CCAFS

CANOPY ROOF I,

FACILITY 1645, CCAFS

S L

O P

S L

O P

S L

O P

RIDGE

L O

P E

S L

O P

S L

O P

151'-1"

35'-0" 13'-8"

5'-0"

8'-8 1/2"

20'-5"

31'-2" 30'-5" 106'-9"

10'-0"

11'-4 1/16"

21'-4" 97'-0"

83'-0"

RIDGE

6"±

N O

R T

P L A

N O

R T

P L A

1 6

TYP.

6'-0" EXTENSION

3'-1 1/2"

19'-3"

14'-7 9/16"

TYP.

G H

1/4" SLOPE

L O

P E

ROOF

GENERAL NOTES:

1. FLAG NOTES ARE INDICATIVE OF WORK TO BE ACCOMPLISHED, APPLICABLE TO EACH INDIVIDUAL ROOF AREA AND REFERENCE TYPICAL

DETAILS AS INDICATED IN SUBSEQUENT DRAWINGS.

2. THE ACRONYM 'TYP.', ATTACHED TO INDIVIDUAL FLAG NOTES, REFLECTS WORK TO BE COMPLETED TO THE APPLICABLE ROOF AREAS.

3. REFER TO NOTES, LEGEND AND ABBREVIATIONS ON DRAWING A-001.

4. REFER TO NEW CONSTRUCTION FLAG NOTES ON DRAWING A-100.

5. INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE EXISTING DOCUMENTS AND OBSERVABLE IN-PLACE ELEMENTS.

CONTRACTOR TO FIELD MEASURE AND VERIFY EXACT DIMENSIONS.

1/8" SLOPE

36'-1 7/16"

1 20

7 8

1 6 20

1 6

TYP.TYP.

TYP.

1 6 20

1 6

35'-0"

10'-9 3/8"

39'-5 11/16"

15'-2 3/8"

ROOF

2'-6"

TYP.

3'-2 1/2"

6'-0" EXTENSION

S L

O P

TYP.

R I D

G E

10"±

24"±

S I N

G L

L O

P E

X I S

T I N

D E

S L

O P

TYP.

S L

O P

S L

O P

CANOPY

ROOF K,

FACILITY

1645, CCAFS

ROOF

10'-2 5/8"

5'-0"

PHOTO A-101:

ROOF J - EXISTING

LEADER CONDITION

2'-6"

ROOF D

ABOVE

ROOF J

NEW GUTTER AND

DOWNSPOUT ABOVE,

SHOWN FOR REFERENCE

1/4":12"

TYP.

1/8":12"

GRAPHIC SCALE: 3/32" = 1'-0"

10' 20' 30'10' 5' 0'

GROUND LEVEL

NOM 4'-0"

TYP.

ROOF

1 6

TYP.

VARIES

.23 TO

.93"±

TYP.

3'-0"

TYP.

3'-0"

43'-0"

TYP.

3'-0"

TYP.

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16"

1 3/16"

1 1/16"

A-501

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