LEE COUNTY JUSTICE CENTER...LEE COUNTY JUSTICE CENTER 1700 MONROE STREETFORT MYERS, FLORIDA...

REVIEW SET

ROOF REPLACEMENT / RECOVER

LEE COUNTY JUSTICE CENTER

1700 MONROE STREET

FORT MYERS, FLORIDA 33901

PREPARED FOR

LEE COUNTY DEPARTMENT OF FACILITIES, CONSTRUCTION AND MANAGEMENT

APRIL 30, 2020

PROJECT

LOCATION

A-01 COVER SHEET

A-02

LEGEND & GENERAL INFORMATION

A-03

GENERAL REQUIREMENTS

A-04

OVERALL ROOF AREA PLAN

A-05

ROOF AREAS A & B

A-06

ROOF AREAS A & B

A-07

ROOF AREA C

A-08

ROOF AREAS D & M

A-09

ROOF AREAS E & F

A-10ROOF AREAS F1, F2, G, Q & R

VICINITY MAPDRAWING INDEX

A-11ROOF AREAS H, I, & J

A-12ROOF AREAS K, L & P

A-13

ROOF AREAS N & O

A-14

ROOF AREAS N & O

A-15

DEMOLITION PLAN

A-16

LIGHTNING PROTECTION PLAN

A-17

LIGHTWEIGHT CONCRETE VENT PLAN

A-18

NOT USED

A-19

ROOFING DETAILS

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DESIGNED BY:

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APPROVED BY:

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DATE:

PROJECT NUMBER:

SHEET NUMBER:

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C:\Users\sasmith\Desktop\Active - Ongoing\Logos\ECS new logo.jpg

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Registered, Florida 65659

David Moore, P.E.

Certificate of Authorization #26152

04.30.2020

54-1166

CO

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A-01

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LOUVERED VENT

EVAP. COOLER

EXHAUST FAN

DUCT PENETRATION

MOISTURE PROBE - DRY

MOISTURE PROBE - WET

CONFIRMED MOISTURE DAMAGE

CORE SAMPLE W/IDENTIFIER

HOT STACK

MOISTURE PROBE - MOIST

CORE SAMPLE

MECHANICAL UNIT

TURBINE VENT

MASONRY CHIMNEY

SQUARE GOOSENECK (DUCT)

ROUND GOOSENECK (DUCT)

CAPPED CURB

CURB MOUNTED VENT

AC UNIT ON CURB

ATTIC VENT

AC UNIT ON SLEEPERS

GRAVITY VENT

GUY WIRE ANCHOR

LIGHT

WALL DRAIN

FLAG POLE

FLAG POLE W/ GUY WIRES

SPLASH BLOCK

GAS LINE PENETRATION

LIGHTING TERMINAL & CONDUCTOR

CRICKET

GUTTER

CONDENSATION DRAIN LINE

SADDLE

OVERFLOW DRAIN

SCUPPER W/ CONDUCTOR HEAD

ROOF DRAIN IN SUMP

ROOF DRAIN

SCUPPER

DOWNSPOUT

DETAIL

ROOF HATCH W/ PAVERS

ROOF HATCH

POWER ROOF VENT

PLUMBING VENT

PIPE CHASE

PIPE PENETRATION

PITCH PAN

FAN

MOISTURE RELIEF VENT

OVERFLOW SCUPPER

C

EVP

LV

HV AC

ROOF PATCH

HS

C-1

PHOTOGRAPH

THERMOGRAM

RAISED ROOF EDGE

GRAVEL STOP OR METAL FASCIA

PARAPET WALL

PENTHOUSE

EXPANSION JOINT

VALLEY

RIDGE

ROOF VENT PIPE

POWER VENT

AREA DIVIDER

SOLAR COLLECTOR

SKYLIGHT

ADJACENT BUILDING

ROOF HATCH W/ WALKWAY

LEAK AREA

DEBRIS

BLISTERING

ELECTRIC CONDUIT

FIRE SPRINKLER ;INE

GAS LINE

TRANSITION WALL

SATELLITE DISH

TRANSFORMER

NOT INCLUDED IN CONTRACT

NORTH ARROW

SLOPE

MECHANICAL SCREEN

WALKWAY - RAISED

MEMBRANE HOLE

VEGETATION

RIDGING

PONDING

ABANDONED

LADDER

BALLAST

COLUMN CAP

SPLIT MEMBRANE

PICTURE FRAMING

TRANSITION WALL

ANTENNA

CD

DS

G

OF

F

G

PP

SC

ADAD

EJEJ

GS

PH

RE

R

V

EE

FSFS

GG

PF

SM

A

NIC

T

AREA DENOTES 4' WIDE

STRIP AT PERIMETER

WHERE 1/2" PLYWOOD TO

BE USED INSTEAD OF 1/2"

FIBERBOARD (PLY)

P3

A1 A2

2

BL

L

TYPICAL (TYP)

IDENTITY #

SECTION OPTION

TOP OF CURB OF COPING

COUNTER FLASHING HEIGHT

CENTER LINE (PLUS)

BASE FLASHING HEIGHT

CENTER LINE

BF+6"

C

L

+

-

CF+8"

TC+6"

(TYP)

CRICKETS

DRAINAGE

FLAG POLE

LIGHTING PROTECTION

PENETRATIONS PERIMETERS

PHOTOGRAPHIC

PIPE RUNS

ROOF CONDITIONS

MISCELLANEOUS

DISTANCES/DIMENSIONS

AIR HANDLING EQUIPMENT

CHIMNEYS

CORES/MOISTURE

A0

1

A2

A0

P3

A2

1

AC

AC

V

V

F

CORES/MOISTURE

RD

RD

OD

SYMBOLS

N

HOLLOW METAL

MAX MAXIMUM

INSUL

HM

INSULATION

WOOD

VENT THRU ROOF

TOP OF STEEL

WD

W/

W/O

WITH

WITHOUT

VTR

TYP

TOS

TYPICAL

CONDENSING UNITCU

EXPANSIONEXP

FIELD JOINT

FLASHING

GALVANIZED

GA

GALV

GAUGE

FLASH'G

FIN

FL

FP

FJ

EXST'G

FINISH

FLOOR

EXISTING

FIREPROOF

DIAMETER

DOWN SPOUT

EXPANSION JOINT

DS

EJ

EWC ELECTRIC WATER COOLER

DN

DIA

DOWN

AT

CONCRETE MASONRY UNIT

ABOVE FINISHED FLOOR

AIR CONDITIONING

CONTROL JOINT

CONCRETE

CONTINUOUS

CLG

COL

CONC

CONT

CMU

CJ

BLDG

CEILING

COLUMN

BUILDING

@

AFF

A/C

SUSPENDED CEILING

TOP OF MASONRY

STAINLESS STEEL

SQUARE

THICK

TREATED

TOM

TREAT'D

THK

SQ

SUSP. CLG.

REQD REQUIRED

PLASTIC LAMINATE

ROOF DRAIN

RAD

RD

RADIUS

PLYWD

PLAS. LAM.

PL

PLYWOOD

PLATE

OPENING

MECHANICAL

NOT IN CONTRACT

ON CENTER

OPEN'G(OPN'G)

OC

NIC

MIN

MECH

MINIMUM

ABBREVIATIONS

METALMTL

ELEVATIONEL

MASONRY OPENINGMO

BOARDBD

BLK BLOCK

BLK'G BLOCKING

BUR BUILD UP ROOFING

CENTER LINECL

DRAWINGDWG

GLASSGL

HIGH POINTHP

JT JOINT

LAVATORYLAV

NOT APPLICABLENA

STEELSTL

VIF VERIFY IN FIELD

PRESSURE TREATEDPT

LAMINATELAM

LOW POINTLP

SS

EARTH

CONCRETE MASONRY

CONCRETE

COMPRESSIBLE FILLER

PORTLAND CEMENT

PLASTER OVER METAL LATH

UNIT

PORTLAND

BATT INSULATION

DENS-DECK

LWIC-LIGHT WEIGHT INSULATED CONCRETE

MEMBERFINISH SYSTEM

PLYWOOD

WOOD BLOCKING

CONTINUOUS WOOD

FINISHED WOOD MEMBER

EXTERIOR INSULATION &

GLASS

GYPSUM BOARD

POLYISOCYANURATE

METAL

MATERIALS LEGEND

CEMENT PLASTER

TONGUE & GROOVE

SHEET ON WHICH

DETAIL/SECTION CROSS REFERENCE

NUMBER OF ELEVATION SET

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

NUMBER FOR DETAIL

LETTER FOR SECTION

SHEET(S) WHERE REFERENCED FROM

SHEET ON WHICH

SHEET ON WHICH ELEVATION OCCURS

NUMBER

WALL SECTION

ELEVATION

NUMBER FOR DETAILS

SHEET ON WHICH DETAIL OCCURS

LETTER FOR ENLARGED PLANS

NUMBER

DETAIL

MATCH LINE

TICK INDICATES TOP SURFACE

FIRE RESISTANCE DESIGNATION

AS SHOWN IN WALL TYPE SCHEDULE

H1 = FLOOR TO UNDER SIDE OF ROOF

COLUMN LINES

FIXTURE NUMBER

R1

T

H1

\

SCHEDULED PARTITION

T = THERMAL INSULATION

INSULATION DESIGNATION

S = SOUND INSULATION

\ = ONE HALF HOUR

3 = THREE HOUR

2 = TWO HOUR

1 = ONE HOUR

OR PLATFORM

H2 = 6" ABOVE CEILING.

WALL TYPE NUMBER

WALL SCHEDULE

3

4

2

1

3

A-611

1

4 2

ELEVATION IS SHOWN

A-611

10

WALL TYPE

17

REVISION

MATCHLINE

SEE DRAWING A-201

2

SECTION OCCURS

SECTION

SECTION OCCURS

SHEET ON WHICH

NUMBER

A-502

2

A-304

A-542

1

A-201

A-502

1

2

A

SECTIONS

A-502

2

A-502

2

A-502

2

F.B.C. 2017

F.B.C. 2017

N/A

N/A

F.B.C. 2017

NEC

N/A

N/A

6TH

6TH

6TH

CODE INFORMATION

Protected or Unprotected :

SPRINKLERED

Type of Construction :

CONSTRUCTION

Sprinklered or Non-sprinklered :

(CHAPTER 6)

ROOF REPLACEMENT

Energy:

Gas :

Fire :

A.D.A. :

APPLICABLE CODES

Building :

Mechanical :

Plumbing :

Electrical :

UNPROTECTED

Edition :

Edition :

Edition :

Edition :

Edition :

Edition :

Edition :

Edition :

OCCUPANCY

Occupancy(s) / Group Classification : A-3 : COURTROOMS

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DESIGNED BY:

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SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

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David Moore, P.E.


04.30.2020

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B : CIVIC ADMINISTRATION

I-3 : CORRECTIONAL CENTER

A

B

B2

A1

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F1F2

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K2

O1

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A4

A2

A3

K1

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GENERAL REQUIREMENTS

1. INTENT: THE INTENT OF THESE DOCUMENTS IS A ROOF REPLACEMENT / ROOF RECOVER

PROJECT AT THE LEE COUNTY JUSTICE CENTER.

2. OCCUPANCY: BUILDING WILL BE OCCUPIED DURING CONSTRUCTION FOR ON-GOING

OPERATIONS, INCLUDING COURT ACTIVITIES. CONSTRUCTION ACTIVITIES SHALL BE CLOSELY

COORDINATED WITH OWNER AND THE PROJECT TEAM TO MINIMIZE THE IMPACT ON THE

OCCUPANTS - REFER TO SPECIFICATIONS. CONTRACTOR SHALL INCLUDE ANY ADDITIONAL

COSTS FOR PROJECT SCHEDULING AS INDICATED HEREIN AND WITHIN SPECIFICATIONS.

3. CONTRACTOR SHALL FOLLOW APPLICABLE GENERAL CONDITION REQUIREMENTS AS

ESTABLISHED ON THE LATEST EDITION OF AIA DOCUMENT A-201.

4. THE DRAWINGS REPRESENT THE FINAL ROOFING SYSTEM. THE CONSULTANT OR OWNER SHALL

NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, OR

SEQUENCES FOR PROCEDURE OF CONSTRUCTION.

5. AT THE END OF EACH WORK DAY, ALL WORK SHALL BE COMPLETED IN SUCH A MANNER TO BE

ADEQUATELY SEALED WATERTIGHT TO EITHER EXISTING ROOF SYSTEMS OR PROPER FLASHING

/ TERMINATIONS AS IS APPLICABLE TO THE WORK. ALL PROVISIONS MUST BE TAKEN TO

MINIMIZE ANY LEAKS INTO THE BUILDING.

6. CONTRACTOR'S USE OF JOB SITE:

6.1. WORK HOURS: COORDINATE WITH OWNER.

6.2. ACCESS: ROOF ACCESS SHALL BE COORDINATED WITH OWNER. BUILDING ACCESS WILL

BE RESTRICTED AND SUBJECT TO OWNER SECURITY PROCEDURES. ROOF ACCESS SHALL

BE PROVIDED VIA CONTRACTOR PROVIDED AND MAINTAINED PORTABLE EXTENSION

LADDERS OR SCAFFOLDING, WHEN REQUIRED. NO DIRECT ACCESS WILL BE PROVIDED TO

THE INTERIOR OF THE BUILDINGS UNLESS SPECIFICALLY APPROVED AND COORDINATED

BY THE OWNER.

6.3. PARKING: AT OWNER DISCRETION.

6.4. PROJECT STAGING AREA: AT OWNER DISCRETION

6.4.1. CONTRACTOR SHALL PROVIDE ON-SITE SECURABLE CONSTRUCTION MATERIALS

STORAGE AND TRASH DUMPSTER FOR THE PROJECT. LOCATE IN AN APPROVED

LOCATION, COORDINATE WITH THE OWNER. IT IS THE CONTRACTOR'S

RESPONSIBILITY FOR PROVIDING REQUIRED SECURITY / PROTECTION MEASURES.

6.5. CONTRACTOR SHALL PROVIDE ALL NECESSARY CRANES, MAN-LIFTS, CHUTES,

SCAFFOLDING, ETC. FOR THE PROPER EXECUTION OF THE WORK.

6.5.1. CONTRACTOR TO PROVIDE CHUTE FOR ALL TRASH / DEBRIS REMOVAL UNLESS SO

REMOVED VIA CRANE.

6.5.2. THROWING DEBRIS OFF THE ROOF IS NOT PERMITTED.

7. TEMPORARY UTILITIES:

7.1. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED FOR CONSTRUCTION.

CONTRACTOR CAN UTILIZE EXISTING POWER AND WATER IF AVAILABLE.

7.2. CONTRACTOR TO PROVIDE PORTABLE TOILET FACILITIES FOR CONSTRUCTION PURPOSES.

8. TRASH / DEBRIS:

8.1. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRASH DUMPSTERS, HAULING, ETC. AS

REQUIRED FOR THE PROJECT. LOCATE IN A LOCATION APPROVED BY OWNER.

8.2. THE CONTRACTOR SHALL CLEAN THE WORK SITE ON A DAILY BASIS FROM ALL

CONSTRUCTION DEBRIS. ENSURE THAT ALL DEBRIS AND MATERIALS LOCATED ON THE

ROOF ARE PROPERLY SECURED/STRAPPED DOWN. NO DEBRIS SHALL BE LEFT ON THE

GROUNDS AROUND THE BUILDING AT ANY TIME.

8.3. FINAL CLEANING SHALL BE PROVIDED PRIOR TO FINAL INSPECTION.

9. CONSTRUCTION SAFETY:

9.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SAFETY; COMPLIANCE TO

BE IN ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND O.S.H.A. REGULATIONS. THE

CONSULTANT AND THE CONTRACTOR ARE NOT RESPONSIBLE FOR ANY DAMAGES

RESULTING FROM THE NEGLECT OF TIMELY AND RESPONSIBLE MAINTENANCE OF THE

PROJECT BY THE OWNER AFTER PROJECT COMPLETION.

9.2. ALL FIRE EXITS ARE TO REMAIN CLEAR AND OPEN DURING ALL PHASES OF CONSTRUCTION

IF APPLICABLE.

9.3. MAINTAIN ALL REQUIRED PATHS OF EGRESS DURING CONSTRUCTION. PROVIDE

PROTECTIVE BARRICADES AND BARRIERS AT BUILDING ENTRANCES AND PUBLIC

SIDEWALKS, DRIVEWAYS, ETC. AS NECESSARY TO MAINTAIN SAFE INGRESS/EGRESS.

PROVIDE PROTECTION FROM DAMAGE TO WINDOW SYSTEMS BELOW THE WORK AREAS.

9.4. TEMPORARY PROTECTION / BARRICADES: ERECT ALL NECESSARY TEMPORARY

PROTECTION AND BARRICADES TO ALLOW CONTINUED USE OF THE FACILITY.

COORDINATE WITH OWNER AS REQUIRED.

9.5. FIRE PREVENTION: PROVIDE FIRE EXTINGUISHERS AT THE JOBSITE.

9.5.1. PROVIDE FIRE WATCH FOR ALL HOT WORK ACTIVITIES INCLUDING CUTTING, WELDING,

TORCHING, AND OTHER CONSTRUCTION OPERATIONS THAT ARE CAPABLE OF

STARTING FIRES. CONFORM TO OWNER AND FIRE DEPARTMENT REQUIREMENTS.

10. PRODUCTS:

10.1. ALL WORK, FINISHES, FIXTURES, AND ACCESSORIES SHALL BE IN FULL COMPLIANCE WITH

THE DRAWINGS AND SPECIFICATIONS. ENSURE THAT ALL MATERIALS AND ACCESSORIES

ARE PROVIDED TO ENSURE COMPLIANCE.

10.1.1. CONTRACTOR SHALL INSTALL ALL MATERIALS, FLASHINGS, TERMINATIONS, ETC.

ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS, AND

INSTRUCTIONS, WHETHER A COMPLETE SYSTEM OR A COMPONENT PART OF A

COMPLETE CONSTRUCTION SYSTEM. BY THE NATURE OF THE WORK, IT IS DIFFICULT

TO IDENTIFY ALL POSSIBLE DETAIL CONDITIONS, REQUIRED FLASHING, ETC.

COORDINATE ALL APPLICABLE DETAILS WITH THE MANUFACTURER FOR ACCEPTANCE.

10.1.2. PROVIDE MOCKUPS OF WORK/FINISHES AS APPLICABLE TO ENSURE CONFORMANCE

WITH THE DESIGN INTENT.

10.2. THE CONTRACTOR HALL PROVIDE AND MAINTAIN A COMPLETE SET OF SAFETY DATA

SHEETS [SDS] FOR ALL MATERIALS USED ON THE PROJECT SITE.

10.3. ITEMS MAY BE REFERRED TO AS SINGULAR, OR PLURAL ON THE DRAWINGS AND

SPECIFICATIONS, CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITY OF EACH

ITEM REQUIRED.

11. PERMITS:

11.1. ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, AND ALL OTHER LOCAL

GOVERNING CODES AND ORDINANCES HAVING THE AUTHORITY BEARING ON THE

PERFORMANCE OF THE WORK, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS

OF CRAFTSMANSHIP BY EACH RESPECTIVE TRADE. CONTRACTOR SHALL PAY FOR ALL

REQUIRED PERMITS. WORK SHALL NOT BEGIN UNTIL ALL NECESSARY PERMITS ARE

OBTAINED.

11.1.1. THE CONTRACTOR SHALL VERIFY ALL PERMITS HAVE BEEN APPROVED BY

APPROPRIATE AGENCIES PRIOR TO START OF CONSTRUCTION.

11.1.2. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT

MODIFICATION OF THE WORK MANDATED BY A REGULATORY AUTHORITY IF WORK HAS

COMMENCED PRIOR TO PERMITS BEING ISSUED, INCLUDING ANY ADDITIONAL FEES

OR FINES LEVIED AGAINST THE PROJECT.

11.1.3. THE CONSULTANT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL CONSTRUCTION

COST RESULTING FROM WORK STARTED PRIOR TO OBTAINING ALL GOVERNING

AGENCIES APPROVALS.

11.2. THE CONTRACTOR AS THE HOLDER OF THE PERMITS IS RESPONSIBLE TO NOTIFY THE

BUILDING OFFICIAL WHEN WORK IS READY FOR INSPECTION. REQUEST SHALL BE IN

ACCORDANCE WITH REQUIREMENTS OF GOVERNING JURISDICTION. INSPECTORS SHALL

HAVE COMPLETE ACCESS TO ALL WORK. RECORDS OF INSPECTIONS SHALL BE

MAINTAINED ON THE JOB SITE IN ACCORDANCE WITH REQUIREMENTS AND FORMAT OF

GOVERNING JURISDICTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT

IMMEDIATELY IN WRITING OF INCONSISTENCIES OR DISCREPANCIES BETWEEN CONTRACT

DOCUMENTS, DRAWINGS, SPECIFICATIONS, ETC.

12. VERIFICATION OF EXISTING CONDITIONS / ACCEPTANCE OF CONDITIONS:

12.1. DO NOT SCALE DRAWINGS.

12.1.1. ALL DIMENSIONS INDICATED ARE APPROXIMATE AND SUBJECT TO FIELD

VERIFICATION. REFER TO DRAWING NOTES FOR ANY SPECIAL NOTES THAT MAY

GOVERN THE LAYOUT OF WORK.

12.2. CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL

CONDITIONS, DIMENSIONS, ELEVATIONS, SLOPES, DETAILS, DRAINS, PENETRATIONS, AND

INTERRELATED INFORMATION IN THESE DRAWINGS FOR ACCURACY AS SHOWN WITH THE

INTENT OF THESE DRAWINGS PRIOR TO THE START OF WORK. REPORT ANY CONCEALED

ELEMENTS OR DIFFERING CONDITIONS WHICH MAY AFFECT CONSTRUCTION TO THE

CONSULTANT.

12.2.1. THE CONTRACTOR SHALL VERIFY EXISTING DECK SURFACES AND SLOPES PRIOR TO

INSTALLATION OF INSULATION/TAPERED INSULATION, ETC. TAKE ALL PROVISIONS TO

ENSURE PROPER DRAINAGE INCLUDING STRING LEVELING THE DECK, ETC. TO

DETERMINE ANY IRREGULARITIES, BELLY, RIDGE, ETC. THAT MAY AFFECT THE

PROPER FLOW OF WATER TO THE DRAINAGE SYSTEM.

12.2.2. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ALL EXISTING DRAINAGE

SYSTEM COMPONENTS (INTERNAL ROOF DRAINS, SCUPPERS, GUTTERS, ETC.).

NOTIFY CONSULTANT OF ANY REPAIRS THAT ARE REQUIRED SUCH AS BROKEN DRAIN

BOLTS, CLAMPING RINGS, ETC. ALL DRAINS REQUIRE NEW FLASHING AND ANY

COMPONENTS TO MAKE / MAINTAIN THEM OPERATIONAL.

12.2.3. CONTRACTOR SHALL VERIFY ALL DRAINAGE SYSTEMS ARE FREE-FLOWING AND

DRAINING PROPERLY. IF DRAINAGE SYSTEMS BECOME CLOGGED DURING WORK, IT

SHALL BE THE CONTRACTORS RESPONSIBILITY TO ADDRESS AND UN-CLOG ANY

DRAINAGE SYSTEM COMPONENT AT CONTRACTOR'S EXPENSE.

12.3. START OF WORK IMPLIES ACCEPTANCE OF ALL EXISTING CONDITIONS. NOTIFY

CONSULTANT OF ANY DEVIATIONS OR DISCREPANCIES FROM THE INTENT OF THE

DOCUMENT.

12.4. ALL ERRORS, OMISSIONS, AND INCONSISTENCIES IN THESE DRAWINGS WHICH ARE

DISCOVERED ARE TO BE REPORTED IN WRITING TO THE CONSULTANT FOR CLARIFICATION,

BEFORE PROCEEDINGS WITH THE CONTRACT DOCUMENTS SHALL BE ANALYZED BY AND

ARE THE RESPONSIBILITY OF THE CONTRACTOR IF THEY ARE NOT REPORTED TO THE

CONSULTANT BEFORE PROCEEDING WITH WORK.

12.5. IT SHALL BE THE JOINT RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL

SUBCONTRACTORS AND SUPPLIERS OF MATERIALS TO SECURE ALL NECESSARY

ADAPTATIONS TO SAME AS REQUIRED FOR THEIR RESPECTIVE WORK PRIOR TO

ORDERING, FABRICATION, OR INSTALLATION OF ANY MATERIALS, EQUIPMENT, OR

COMPONENTS WHICH ARE TO BE INTEGRATED INTO THE WORK OF THIS PROJECT.

12.6. DRAWINGS MAY INDICATE TYPICAL CONDITIONS WHICH MAY VARY SLIGHTLY FROM AREA

TO AREA CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS.

12.7. TAPERED INSULATION OR SADDLES LAYOUT AS SHOWN PROVIDES A GUIDE (AS

APPLICABLE) FOLLOW THE INTENT OF THE DRAWINGS, ONLY SLIGHT ADJUSTMENTS SHALL

BE MADE. ACTUAL INSTALLATION SHALL BE IN ACCORDANCE WITH APPROVED

MANUFACTURERS SCALED LAYOUT.

13. COORDINATION:

13.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN

SUB-CONTRACTORS, SUPPLIERS, AND VENDORS BASED ON THE ENTIRE SET OF

DOCUMENTS, NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR

ISSUES RESULTING FROM THE USE OF AN INCOMPLETE SET OF CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT IMMEDIATELY IN

WRITING OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS, DRAWINGS,

SPECIFICATIONS, ETC.

13.2. COORDINATION AMONG ALL TRADES IS MANDATORY. ANY COST CHANGES RESULTING

FROM THE LACK OF COORDINATION, SHALL BE BORNE BY THE CONTRACTOR CREATING

THE CONFLICT.

13.3. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS TO ALL

SUBCONTRACTORS. ALL CROSS-REFERENCING SHALL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

13.4. THE ABBREVIATION NIC INDICATES WORK AND/OR MATERIALS NOT IN THE CONTRACT OF

THE CONTRACTOR. THIS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY

OF COORDINATION.

14. PROTECTION / CUTTING AND PATCHING:

14.1. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND RESTORE ALL FINISH

SURFACES TO THEIR ORIGINAL CONDITION WHEN DAMAGED.

14.2. CONTRACTOR SHALL PROVIDE ALL LEVELING, PATCHING, AND REMEDIAL REPAIRS AS

REQUIRED BY THE SCOPE OF WORK. REPAIRS INCLUDE, BUT ARE NOT LIMITED TO, WORK

REQUIRED TO PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING

FINISHES AND TO PREPARE EXISTING SURFACES FOR NEW FINISHES.

14.3. THE CONTRACTOR SHALL REMOVE ALL UNUSED VENT PIPES, EQUIPMENT SUPPORTS, ET.

COORDINATE WITH THE OWNER.

14.4. ENSURE THAT ALL PENETRATIONS ARE PROPERLY SUPPORTED BELOW THE DECK.

14.5. CONTRACTOR SHALL CHECK FOR ROOFTOP CONDUITS, OBSTRUCTIONS, ETC. UNDER DECK

PRIOR TO APPLICATION OF INSULATION, MECHANICAL FASTENING, ETC. COORDINATE

ACCESS TO BELOW ROOF DECK WITH BUILDING OWNER.

14.6. REMOVE AND REINSTALL EXISTING CONDUITS/CABLING, ETC. AS REQUIRED TO INSTALL

NEW ROOF SYSTEMS.

14.7. CONTRACTOR SHALL USE ALL MEASURES NECESSARY TO MINIMIZE DUST/DIRT/DEBRIS

FROM ENTERING INTERIOR PORTIONS OF THE BUILDING. PROVIDE ALL TEMPORARY

PROTECTION REQUIRED.

14.8. ALL WORK SHALL BE COORDINATED TO MINIMIZE DISTURBANCE TO THE BUILDING

OCCUPANTS. THE CONTRACTOR SHALL COORDINATE SHUT DOWN OF THE HVAC /

VENTILATION SYSTEMS, ETC. A MINIMUM OF 48 HOURS PRIOR TO ANY DISRUPTION OF

SERVICE.

14.9. CONTRACTOR SHALL DISCONNECT AND RECONNECT ALL HVAC EQUIPMENT INCLUDING

ELECTRICAL CONNECTION, REFRIGERANT PIPING, ETC. AS REQUIRED. PROVIDE OWNER A

48 HOUR NOTICE PRIOR TO PERFORMING THIS WORK.

14.10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADEQUATE PROTECTION FROM

VAPORS, FUMES, SMELL, ETC. FROM ENTERING THE BUILDING TO THE BEST OF THEIR

ABILITY. PROVIDE PROTECTION OF EXISTING SYSTEMS AS REQUIRED, COORDINATE WITH

THE OWNER.

15. THE BUILDING WILL REMAIN FULLY FUNCTIONAL DURING CONSTRUCTION. ROOFING SYSTEMS

SHALL BE IN A WATERTIGHT CONDITION AT THE END OF EACH SHIFT OR THE APPROACH ON

INCLEMENT WEATHER.

WIND LOAD DESIGN CRITERIA

ENGINEERING DESIGN BASED UPON FLORIDA BUILDING CODE AND ASCE 7-10.

COMPONENTS AND CLADDING

BUILDING HEIGHT: 98-FEET HIGHEST

WIND BORNE REGION: 167 MPH

BUILDING CONFIGURATION: ENCLOSED

RISK CATEGORY: IV

EXPOSURE: C

DESIGN WIND LOADS (PRESSURES) IN ACCORDANCE WITH ASCE 7-10 CODE (ALLOWABLE -

ASD). MANUFACTURER TEST PRODUCTS MAXIMUM DESIGN PRESSURES MUST NOT EXCEED

PRESSURES AS NOTED.

15-FEET HEIGHT 30-FEET HEIGHT 50-FEET HEIGHT

ZONE 1 - 37.8 PSF ZONE 1 - 37.7 PSF ZONE 1 - 48.7 PSF



75-FEET HEIGHT 90-FEET HEIGHT 100-FEET HEIGHT




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DRAINAGE

REFER TO INDIVIDUAL ROOF PLAN SHEETS FOR DRAINAGE CALCULATIONS AND

REQUIREMENTS.

BASE BID: ROOFS A, A1, B, B1, B2, D, E2, F2, G, Q & R

ALTERNATIVE BID I: ROOFS A2, A3, A4, N, O & O1

ALTERNATIVE BID II: ROOFS K, K1, K2, L, P & P1

ALTERNATIVE BID III: ROOFS H, I, J & M

ALTERNATIVE BID IV: ROOFS C, E, E1, F & F1

ALLOWANCES

[INCLUDED IN BASE BID, BUT MAY BE USE ON OTHER ROOF SECTIONS, SEE UNIT

COSTS].

A. INSULATION [ISO] INFILL FOR WET/DETERIORATED LIGHTWEIGHT INSULATING

CONCRETE (LWIC] INCLUDED IN THE CONTRACT. 3,000 SQUARE FEET.

B. NEW WOOD NAILERS REPLACING ROTTED OR MISSING NAILERS UNDER EXISTING

COPING INCLUDED IN THE CONTRACT. 100 LINEAL FEET [SIZE NAILERS 2INCH X

10INCH].

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

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B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

NOVERALL ROOF AREA PLAN

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88'-0"

103'-0"

98'-0"

10'-0" 15'-0"

10'-0"

88'-0"

CL

CL

CL

NEW 4" x 8"

J

J

J

A

B

A

E

E

K D

M

S

T

J

10'-0

" T

YP

.

4

'

-

0

"

4

'

-

0

"

10'-0" T

YP

.

OTYP.

OTYP.

OTYP.

OTYP.

13A-19

13A-19

13A-19

S

11A-19

TYP.

11A-19

TYP.

11A-19

TYP.

11A-19

TYP.

11A-19

11A-19

11A-19

5A-193

A-19

REFER TO SPECS FOR

ADDITIONAL MEMBRANE

SECUREMENT REQUIRED AT

PERIMETER AND CORNERS

HTYP.

S

17A-19

REMOVE AND REPLACE

DRAINAGE SPOUT

17A-19

BASE OF FRAME TO

RECEIVE LIQUID

FLASHING AT ALL

PENETRATIONS

HANTENNA

ATTACHED TO

SIDEWALL

I

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER

TYPICAL PITCH PAN FOR

STANDPIPE

EXPOSED DUCTWORK

LIGHTNING PROTECTIONCONNECTION - REMOVEAND REPLACE

GENERAL ROOFING NOTES:

1. ADJUST EXISTING AND NEW OVERFLOW SCUPPERS TO NEW

HEIGHT PER DETAILS 2/A-19 AND 7/A-19.

2. REMOVE ALL ITEMS SPRAY PAINTED IN FIELD.

3. INDIVIDUAL PENETRATIONS TO BE LIQUID FLASHED.

4. GROUPED PENETRATIONS REQUIRE PENETRATION PAN.

5. REMOVE AND REPLACE ALL OVERFLOW SCUPPERS PER DETAILS

2/A-19 AND 7/A-19.

6. INSTALL NEW BIB FLASHING AT ALL RTU'S IF EXIST. FLASHING

CANNOT BE REPLACED.

7. ADD SUPPORTS TO ALL EXIST. SUPPLY LINES. REFER TO SPECS.

8. USE MANUFACTURER'S DETAIL IF NO DETAIL PROVIDED IN DWGS.

ROOF NOTES:

A. REMOVE AND REPLACE HURRICANE STAND FOR UNIT. ANCHOR

TO DECK PER SPECS.

B. REMOVE AND REPLACE EQUIPMENT ENCLOSURE.

C. PENETRATION PANS FOR STAIR LEGS.

D. NEW ALUMINUM COVER FOR STACK.

E. TEMPORARILY REMOVE EXISTING CONDUIT AND REPLACE.

PROVIDE NEW WALL SUPPORTS PER SPECS.

F. CLEAN AND PAINT EXISTING METAL. ADD BIB FLASHING.

G. ADJUST HEIGHT OF SATELLITE DISH STAND. PROVIDE NEW

WALL SUPPORTS.

H. LIQUID FLASH PENETRATIONS AND SUPPORTS.

I. CURB TO REMAIN. REPLACE CAP WITH .032 ALUMINUM.

J. NEW 5" x 10" SCUPPER IN LINE WITH EXISTING ROOF DRAIN.

REFER TO DETAILS 2/A-19 AND 7/A-19.

K. ADJUST DUCTWORK AS NEEDED.

L. REMOVE CAP, CURB AND PITCH PAN.

M. NEW BIB FLASHING.

N. REMOVE CURB. REPLACE WITH NEW HURRICANE STAND.

O. REMOVE AND REPLACE WITH NEW WIND RATED COPING.

P. REMOVE AND REPLACE WITH NEW CONDUIT COVER.

Q. REMOVE IN ENTIRETY.

R. REMOVE AND REPLACE EXISTING COUNTER FLASHING.

S. REMOVE GUTTER/CONDUCTOR HEAD AND DOWNSPOUT.

REPLACE WITH MATCHING SIZES. REFER TO DETAIL 9/A-19.

T. REMOVE AND REPLACE EXPANSION JOINT WITH SAME WIDTH.

U. REMOVE AND REPLACE METAL COVER.

V. NEW PENETRATION PAN.

W. EXISTING EDGE METAL TO REMAIN.

X. REMOVE AND REPLACE WITH NEW WIND RATED EDGE.

Y. NEW BIB FLASHING UNDER EXIST. COUNTER FLASHING.

#

ROOF AREA A - OVERFLOW DRAINAGE CALCULATIONS

ROOF AREA SERVED BY SCUPPERS: 2,500 SQ.FT.

RAINFALL NOTE 4'-0" - 60 MIN/100YEAR RAINFALL RATE

Q = 103.9 GPM/SCUPPER

5"x10" SCUPPER = 112.7 GPM CAPACITY AT 2.5" HEAD OF

WATER - SET SCUPPERS AT ROOF LEVEL

NTS

EXISTING ROOF MATRIX

COATED BUR (REMOVE COMPLETELY TO DRY LWIC)

NTS

PROPOSED ROOF MATRIX

LIGHTWEIGHT INSULATED CONCRETE (LWIC)

(REPLACE WET/DAMAGED LWIC WITH NEW INSULATION

ADHERED TO CONCRETE DECK)

EXISTING POLYSTYRENE

CONCRETE DECK

NEW ONE-PLY KEE MEMBRANE

EXISTING LIGHTWEIGHT INSULATED CONCRETE (LWIC)


EXISTING CONCRETE DECK

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ROOF AREAS A - A2 - A3 - A4 - B - B1

SCALE : 1/8" = 1'-0"

N

MATCHLINE

SEE SHT. A-06

MATCHLINE

SEE SHT. A-06

A1

B

B1

A

A3

A2

NIC

A4

A

E

F

G

7"

EXISTING COVER BOARD TO BE REMOVED NEW COVER BOARD

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

98'-0"

88'-0"

103'-0"

98'-0"

88'-0"

RESIZE SCUPPER TO 5" x 12"

NEW 4" x 8"

OVERFLOW

SCUPPER

E

E

K D

M

A

A

A

A

A

A

B

A

IE

EH

H

G

F

L

S

T

J

4

'

-

0

"

10

'-0

" T

YP

.

10

'-0

" T

YP

.

4

'

-

0

"

OTYP.

13A-19

OTYP.

OTYP.

OTYP.

13A-19

13A-19

11A-19

TYP.

11A-19

TYP.

11A-19

TYP.

11A-19

11A-19

11A-19

5A-19

5A-19

3A-19

3A-19

3A-19

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



REFER TO SPECS FOR

ADDITIONAL MEMBRANE



HTYP.

S

BASE OF FRAME TO

RECEIVE LIQUID

FLASHING AT ALL

PENETRATIONS

HANTENNA

ATTACHED TO

SIDEWALL

I

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

ROOF AREA A - OVERFLOW DRAINAGE CALCULATIONS


RAINFALL NOTE 4'-0" - 60 MIN/100YEAR RAINFALL RATE




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ROOF AREAS A - A1 - B2

SCALE : 1/8" = 1'-0"

N

MATCHLINE

SEE SHT. A-05

MATCHLINE

SEE SHT. A-05

H

B

B2

D

A

E

I

J

A1

NTS


COATED BUR (REMOVE COMPLETELY TO DRY LWIC)

NTS






CONCRETE DECK





7"

EXISTING COVER BOARD TO BE REMOVED NEW COVER BOARD

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

75'-0"



REMOVE COATING THIS AREA

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



8'-0" TYP.

3A-19

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

NTS


NTS


EXISTING BUR MEMBRANE





NEW 1-1/2" INSUL (ADHERED TO EMBEDDED GRAVEL SURFACE)

BUR (REMOVE LOOSE GRAVEL)


POLYSTYRENE

CONCRETE DECK

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ROOF AREA C

SCALE : 1/8" = 1'-0"

N

C

A

G

Q

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

46'-0"

46'-0"

98'-0"

REPLACE HOOD

RESIZE FORRESIZE FORRESIZE FOR

LARGER FANS

REMOVE BREATHER

VENTS. REPLACE P PAN

OR LIQUID FLASH.

INSTALL BIB FLASHING

AT ALL CURBS

4'-0"

TYP.

6'-0

" T

YP

.

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



NEW 4x18 OVERFLOW

SCUPPER

OTYP.

OTYP.

OTYP.

OTYP.

OTYP.

NEW 4x18 OVERFLOW

SCUPPER

NEW 4x18 OVERFLOW

SCUPPER

NEW 4x18 OVERFLOW

SCUPPER

12A-19

TYP.

12A-19

TYP.

12A-19

12A-19

12A-19

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



REFER TO SPECS FOR

ADDITIONAL MEMBRANE



16A-19

TYP.

16A-19

TYP.

TYP.

16A-19

TYP.

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

ROOF AREA M - SCUPPER DRAINAGE CALCULATIONS


RAINFALL NOTE 4'-0" - 60 MIN/100YEAR RAINFALL RATE.

Q = 192 GPM/SCUPPER

4"x18" SCUPPER = 207 GPM CAPACITY AT 2'-5" HEAD OF


NTS

EXISTING ROOF MATRIX (ROOF AREA D)

NTS

PROPOSED ROOF MATRIX (ROOF AREA D)

NTS

EXISTING ROOF MATRIX (ROOF AREA M)



POLYSTYRENE

CONCRETE DECK

NTS

PROPOSED ROOF MATRIX (ROOF AREA M)





NEW 1-1/2" INSUL. (ADHERED TO EMBEDDED GRAVEL SURFACE)

MODIFIED MEMBRANE


POLYSTYRENE

METAL ROOF DECK

EXISTING MODIFIED MEMBRANE



EXISTING METAL ROOF DECK


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SHEET NUMBER:

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ROOF AREAS D - M

SCALE : 1/8" = 1'-0"

N

M

O1

O

I

H

D

K

M

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

85'-0"

65'-0"

63'-0"

75'-0"

J

CL

CL

J

N

M K

S

U

T

U

R

8'-0" TYP.

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



H

REMOVE AND

REPLACE OVERFLOW

DRAIN AT BASE OF

WALL

REFER TO SHT A-11

FOR ROOF AREA J

YR

OTYP.

OTYP.

OTYP.

OTYP.

S

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

NTS

EXISTING ROOF MATRIX (ROOF AREA E E1 E2)

MODIFIED MEMBRANE (REMOVE DEBRIS)

NTS

PROPOSED ROOF MATRIX (ROOF AREA E E1 E2)


POLYSTYRENE

CONCRETE DECK






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LA

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O, F

L 32809

Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

N


CO

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TR

UC

TIO

N D

OC

UM

EN

TS

: R

OO

F R

EP

LA

CE

ME

NT

/ R

EC

OV

ER

LE

E C

OU

NT

Y JU

ST

IC

E C

EN

TE

R

1700 M

ON

RO

E S

TR

EE

T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

E

&

F

A-09

JB

JT

DM

AS SHOWN

009

NTS

EXISTING ROOF MATRIX (ROOF AREA F)

NTS

PROPOSED ROOF MATRIX (ROOF AREA F)

NTS

EXISTING ROOF MATRIX (ROOF AREA F1)

NTS

PROPOSED ROOF MATRIX (ROOF AREA F1)



POLYSTYRENE

CONCRETE DECK

EXISTING BUR

EXISTING LIGHTWEIGHT




NEW 1-1/2" INSUL (ADHERED



POLYSTYRENE

CONCRETE DECK






1

A-09

ROOF AREAS E - E1 - E2 - F

SCALE : 1/8" = 1'-0"

N

F

J

I

R

F2F1

G

A

E1

E

E2

A1

B

TO EMBEDDED GRAVEL SURFACE)

INSULATED CONCRETE (LWIC)


AutoCAD SHX Text

E

AutoCAD SHX Text

E

40'-0"

80'-0"

40'-0"

25'-0"

30'-0"

NEW 4" x 8" SCUPPER

Q

P

I

O

S

A V

RW

RW

RW

CHILLER

CHILLER

RTU

RTU

CURBCURBCURB

RTU

VENT

VENT

AHU

4'-0"

TYP.

6'-0

" T

YP

.

RESIZE SCUPPER

TO 5" x 12"

X

X

X

XOTYP.

H

H

H

H

RESIZE SCUPPER

TO 5" x 12"

OTYP.

OTYP.

14A-19

TYP.

14A-19

TYP.

11A-19

TYP.

11A-19

TYP.

11A-19

TYP.

5A-19

5A-19

3A-19

3A-19

15A-19

15A-19

15A-19

15A-19

3A-19

SIM.

3A-19

SIM.

R

TYP.

TYP.

TYP.

TYP.

REMOVE OR

CAP EXIST.

PENETRATIONS,

TYP.

REMOVE OR

CAP EXIST.

PENETRATIONS,

TYP.

15A-19

BELOW

TYP.

R

16A-19

TYP.

16A-19

TYP.

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

ROOF AREA Q - SCUPPER DRAINAGE CALCULATIONS


RAINFALL RATE 10.1" - 15 MIN/100YEAR RAINFALL RATE.




ROOF AREA R - OVERFLOW DRAINAGE CALCULATIONS


RAINFALL NOTE 4'-0" - 60 MIN/100YEAR RAINFALL RATE.

Q = 48 GPM/SCUPPER

4"x8" = 64.5 GPM CAPACITY AT 2'-0" HEAD OF WATER - SET

SCUPPERS AT 2" ABOVE ROOF LEVEL

NTS

EXISTING ROOF MATRIX (ROOF AREA R)

EXIST. MODIFIED MEMBRANE (REMOVE)

EXIST. LIGHTWEIGHT INSULATED CONCRETE

EXIST. POLYSTYRENE INSUL.

STEEL DECK

NTS

PROPOSED ROOF MATRIX (ROOF AREA R)

EXISTING STEEL DECK

NEW ONE-PLY KEE MEMBRANE (ADHERED TO COVER BOARD)

NEW 1/2" GYPSUM COVER BOARD (MECHANICALLY FASTENED TO STEEL DECK)

2815 D

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Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

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CO

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TR

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TIO

N D

OC

UM

EN

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: R

OO

F R

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ME

NT

/ R

EC

OV

ER

LE

E C

OU

NT

Y JU

ST

IC

E C

EN

TE

R

1700 M

ON

RO

E S

TR

EE

T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

G

, Q

&

R

A-10

JB

JT

DM

AS SHOWN

010

NTS

EXISTING ROOF MATRIX (ROOF AREA G)

NTS

PROPOSED ROOF MATRIX (ROOF AREA G)

NTS

EXISTING ROOF MATRIX (ROOF AREA Q)

NTS

PROPOSED ROOF MATRIX (ROOF AREA Q)

MODIFIED MEMBRANE (REMOVE)

5" LIGHTWEIGHT INSULATED CONCRETE



CONCRETE DECK

EXIST. LIGHTWEIGHT INSULATED CONCRETE (LWIC)





POLYSTYRENE

CONCRETE DECK

EXISTING BUR






1

A-10

ROOF AREAS F1 - F2 - G - Q - R

SCALE : 1/8" = 1'-0"

N

Q

R

F2

F1

G

A

C

F

NTS

EXISTING ROOF MATRIX (ROOF AREA F1)

NTS

PROPOSED ROOF MATRIX (ROOF AREA F1)



(REPLACE WET/DAMAGED LWIC WITH NEW

INSUL. ADHERED TO CONCRETE DECK)

POLYSTYRENE

CONCRETE DECK







EXIST. POLYSTYRENE INSUL.

EXIST. LIGHTWEIGHT INSULATED CONCRETE

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

32'-0"

28'-0"

98'-0"

4'-0"

TYP.

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



OTYP.

RTU

X

X

HK

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



15A-19

LINE OF BLDG. F ABOVE

10A-19

15A-19

15A-19

15A-19

TYP.

TYP.

TYP.

TYP.

BR

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

2815 D

IR

EC

TO

RS

R

OW

SU

IT

E 500

OR

LA

ND

O, F

L 32809

Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

N


CO

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TR

UC

TIO

N D

OC

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EN

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: R

OO

F R

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LA

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ME

NT

/ R

EC

OV

ER

LE

E C

OU

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Y JU

ST

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E C

EN

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1700 M

ON

RO

E S

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T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

H

, I &

J

A-11

JB

JT

DM

AS SHOWN

011

NTS

EXISTING ROOF MATRIX (ROOF AREA H)

NTS

PROPOSED ROOF MATRIX (ROOF AREA H)

NTS

EXISTING ROOF MATRIX (ROOF AREAS I, J)

NTS

PROPOSED ROOF MATRIX (ROOF AREAS I, J)

MODIFIED MEMBRANE (CLEAN AS NEEDED)

LIGHTWEIGHT INSULATED CONCRETE

CONCRETE DECK






POLYSTYRENE

CONCRETE DECK

EXISTING BUR







1

A-11

ROOF AREAS H - I - J

SCALE : 1/8" = 1'-0"

N

M

H

A

B2

D

I

F

A1

E

J

AutoCAD SHX Text

E

AutoCAD SHX Text

E

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

40'-0"

40'-0"

65'-0"

65'-0"

78'-0"

85'-0"

40'-0"

NEW 4x12 OVERFLOW

SCUPPER

NEW 4x12 OVERFLOW

SCUPPER

NEW 4x12

OVERFLOW

SCUPPER

NEW 4x12 OVERFLOW

SCUPPER

OTYP.

OTYP.

13A-19

12A-19

14A-19

TYP.

REMOVE AND

REPLACE DRAINAGE

SPOUTS

6'-0

" T

YP

.

6'-0

" T

YP

.

12A-19

TYP.

12A-19

TYP.

12A-19

TYP.

12A-19

TYP.

13A-19

5A-19

3A-19

3A-19

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



VTYP.

TYP.

VTYP.

5A-19

TYP.

4

'

-

0

"

T

Y

P

.

14A-19

14A-19

14A-19

TYP.

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

ROOF AREA K - OVERFLOW DRAINAGE CALCULATIONS


RAINFALL NOTE 4" - 60 MIN/100YEAR RAINFALL RATE.


4"x12" SCUPPER = 98.4 GPM CAPACITY AT 2" HEAD OF

WATER - SET SCUPPERS AT 2" ABOVE ROOF LEVEL

2815 D

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RS

R

OW

SU

IT

E 500

OR

LA

ND

O, F

L 32809

Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

N


CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

: R

OO

F R

EP

LA

CE

ME

NT

/ R

EC

OV

ER

LE

E C

OU

NT

Y JU

ST

IC

E C

EN

TE

R

1700 M

ON

RO

E S

TR

EE

T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

K

, L &

P

A-12

JB

JT

DM

AS SHOWN

012

NTS


NTS






NEW 1-1/2" INSUL. (ADHERED TO



POLYSTYRENE

CONCRETE DECK

EMBEDDED GRAVEL SURFACE)

1

A-12

ROOF AREAS K - L - P

SCALE : 1/8" = 1'-0"

N

K1

NIC

L

K

P1

P

O

NIC

K2

O1

D

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

18'-0"

16'-0"

4'-0

"

TY

P.

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



OTYP.

OTYP.

4'-0

"

TY

P.

H

RTU

15A-19

15A-19

15A-19

15A-19

B

BTYP.

OTYP.

R

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

2815 D

IR

EC

TO

RS

R

OW

SU

IT

E 500

OR

LA

ND

O, F

L 32809

Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

N


CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

: R

OO

F R

EP

LA

CE

ME

NT

/ R

EC

OV

ER

LE

E C

OU

NT

Y JU

ST

IC

E C

EN

TE

R

1700 M

ON

RO

E S

TR

EE

T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

N

&

O

A-13

JB

JT

DM

AS SHOWN

013

NTS


MODIFIED MEMBRANE

NTS



POLYSTYRENE

CONCRETE DECK






1

A-13

ROOF AREAS N - O

SCALE : 1/8" = 1'-0"

N

MA

TC

HLIN

E

SE

E S

HT

. A

-14

MA

TC

HLIN

E

SE

E S

HT

. A

-14

O

M

O1

N

NIC

NIC

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

18'-0"

16'-0"

16'-0" 16'-0"

16'-0"

4'-0

"

TY

P.

REFER TO SPECS FOR

ADDITIONAL MEMBRANE



4'-0

"

TY

P.

4

'

-

0

"

T

Y

P

.

OTYP.

H

H

H

H

RTU

15A-19

15A-19

B

B

B

B

B

TYP.

TYP.

TYP.

TYP.

OTYP.

OTYP.

R RR

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

ROOF SYMBOL LEGEND

INTERIOR ROOF DRAIN

EXHAUST FAN

PIPE PENETRATION

COMPRESSOR UNIT

WALKPAD LOCATION

SLOPE DIRECTION

ROOF CURB

ROOF HATCH

PLUMBING VENT

SCUPPER


STANDPIPE

EXPOSED DUCTWORK









2/A-19 AND 7/A-19.


CANNOT BE REPLACED.



ROOF NOTES:


TO DECK PER SPECS.








WALL SUPPORTS.





















#

2815 D

IR

EC

TO

RS

R

OW

SU

IT

E 500

OR

LA

ND

O, F

L 32809

Geotechnical · C

onstruction M

aterials

Environm

ental · F

acilities

DESIGNED BY:

DRAWN BY:

APPROVED BY:

SCALE:

DATE:

PROJECT NUMBER:

SHEET NUMBER:

RE

V.

DA

TE

BY

DE

SC

RIP

TIO

N


CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

: R

OO

F R

EP

LA

CE

ME

NT

/ R

EC

OV

ER

LE

E C

OU

NT

Y JU

ST

IC

E C

EN

TE

R

1700 M

ON

RO

E S

TR

EE

T

FO

RT

M

YE

RS

, F

LO

RID

A


David Moore, P.E.


04.30.2020

54-1166

RO

OF

A

RE

AS

N

&

O

A-14

JB

JT

DM

AS SHOWN

014

1

A-13

ROOF AREAS N - O

SCALE : 1/8" = 1'-0"

N

MA

TC

HLIN

E

SE

E S

HT

. A

-13

MA

TC

HLIN

E

SE

E S

HT

. A

-13

O

M

O1

N

NIC

P

K

D L

NTS


MODIFIED MEMBRANE

NTS



POLYSTYRENE

CONCRETE DECK






AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

F

Q

C

A

A

B

A1

E

E1

E2

J

I

H

NIC

NIC

N

NIC

P

K

L

NICD

OO

M

O1

RF1

G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

GENERAL DEMOLITION NOTES

1. REMOVE EXISTING MEMBRANE WALL AND CURB FLASHING TO EXISTING SURFACES, INSPECT

SUBSTRATE AND REPAIR AS NEEDED TO RECEIVE NEW FLASHING SYSTEM.

2. REMOVE EXISTING METAL COUNTER FLASHING ASSOCIATED WITH THE EXISTING ROOFING

SYSTEM.

3. REMOVE WET AND DEFORMED ROOFING MEMBRANE AND LWIC AS NEEDED.

4. DISPOSE OF ALL DEBRIS IN A LEGAL MANNER.

5. REMOVAL OF EXISTING PERIMETER BASE FLASHING [METAL, BUR, COMPOSITE AND SINGLE

PLY AS APPLICABLE] AND ASSOCIATED EQUIPMENT SUPPORTS AND RELATED ITEMS.

6. REMOVAL AND REINSTALL EXISTING ELECTRICAL CONDUITS, CABLE LINES AND ASSOCIATED

WALL ATTACHMENTS.

7. REMOVAL OF WOOD NAILERS AND BLOCKING. WOOD MEMBERS THAT ARE SECURELY BOLTED

OR ADEQUATELY FASTENED OR CAN BE ADEQUATELY FASTENED TO THE STRUCTURE PER

SPECS AND ARE IN A DRY GOOD CONDITION CAN REMAIN IN PLACE. REMOVE DETERIORATED

AND DAMAGED WOOD MEMBERS. [SEE SECTION 06 10 53 FOR ANCHORING REQUIREMENTS].

8. REMOVAL OF SHEET METAL ITEMS SUCH AS EDGES, GUTTERS/DOWNSPOUTS, BIB FLASHINGS,

COPINGS AND COUNTER-FLASHINGS AS NOTED. SEE DRAWINGS FOR REPLACEMENT OF

METAL COPING.

9. REMOVAL OF EXISTING UNUSED CURBS, ABANDON EQUIPMENT AS NOTED ON THE DRAWINGS

[PAINED ITEMS].

10. REMOVAL OF EXISTING CURBS, VENTS AND COVERING ASSOCIATED OPENINGS AS NOTED ON

THE DRAWINGS.

11. OTHER REMOVALS NECESSARY TO ACCOMPLISH THE NEW WORK.

12. REMOVAL OF THE BOTTOM SECTION OF STUCCO SURFACED WALL AS REQUIRED TO

ACCOMMODATE NEW BASE FLASHING HEIGHTS INCLUDING LIQUID FLASHING, SEE DRAWINGS.

13. REMOVE BLISTERS, RIDGES AND OTHER MATERIALS FROM EXISTING ROOFING THAT INHIBITS

NEW ROOFING MATERIALS FROM CONFORMING TO SUBSTRATE, INCLUDING POWER BOOMING

SURFACE OF EXISTING GRAVEL.

14. REMOVE MATERIALS DAMAGED DURING ROOF REMOVAL/REROOFING.

ROOF AREA DEMOLITION NOTES

REMOVE LOOSE GROVEL SURFACE [POWER BROOM], ONLY EMBEDDED GRAVEL TO REMAIN

[RECOVER]. DISPOSE OF ALL DEBRIS IN A LEGAL MANNER.

NO REMOVALS, CLEAN MEMBRANE SURFACE [RECOVER].

REMOVAL OF EXISTING MODIFIED ROOF MEMBRANE FROM THE EXISTING LWIC [RECOVER].

REMOVAL [SPUD] OF EXISTING COATED GRAVEL, BUR SURFACE TO EXISTING LWIC [TOTAL BUR

MEMBRANE & GRAVEL SURFACE REMOVAL]. ROOF FASTENERS CAN REMAIN [RE-EMBED IF NOT

FULLY EMBEDDED INTO THE EXISTING LWIC]. REMOVE EXISTING METAL COUNTER FLASHING AND

COPING ASSOCIATED WITH THE EXISTING ROOFING SYSTEM.

REMOVE BLISTERS, RIDGES AND OTHER MATERIALS FROM EXISTING ROOFING THAT INHIBITS

NEW ROOFING MATERIALS FROM CONFORMING TO SUBSTRATE, INCLUDING POWER BOOMING

SURFACE OF EXISTING GRAVEL.

DEMOLITION PLAN

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SHEET NUMBER:

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LIGHTNING PROTECTION

CABLE (TYP.)


ARRESTOR (TYP.)

REFER TO DETAIL 4/A-19

F

Q

C

A

A

B

A1

E

E1

E2

J

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NIC

NIC

N

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P

K

L

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OO

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O1

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G

B1

F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4


ARRESTOR (TYP.)



ARRESTOR (TYP.)



CABLE (TYP.)


CABLE (TYP.)


ARRESTOR (TYP.)


CABLE (TYP.)

LIGHTNING PROTECTION NOTES:

1. MAXIMUM SPACING OF AIR TERMINALS IS 20 FEET AND MUST BE LOCATED WITHIN 2 FEET OF

ENDS OF RIDGES.

2. THE TIP OF AN AIR TERMINAL SHALL BE NO LESS THAN 10 INCHES ABOVE OBJECT OR AREA IT

IS PROTECTING.

3. PROVIDE BLUNT-TIPPED AIR TERMINALS.

4. AIR TERMINAL ATTACHMENT SHALL BE MADE OF ALUMINUM WITH STAINLESS STEEL CLIP WITH

NON-PENETRATING MOUNTING MEETING THE ATTACHMENT REQUIREMENTS OF THE

AUTHORITIES HAVING JURISDICTION. SEE DETAIL 4/A-19.

5. MINIMUM REQUIREMENTS OF NFPA 780 STANDARD FOR THE INSTALLATION OF LIGHTNING

PROTECTION SYSTEMS 2017 OR AUTHORITIES HAVING JURISDICTION, WHICHEVER IS

GREATER.

6. REFER TO SECTION 264100 IN PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

LIGHTNING PROTECTION PLAN

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F2

B2

P1

K1

K2

NIC

NIC

NIC

A2

A3

A4

LIGHTWEIGHT CONCRETE VENT PLAN NOTES:

1. ON ROOF SECTIONS E AND I INSTALL ALUMINUM ONE WAY ROOF VENTS DOWN TO EXISTING

LIGHTWEIGHT CONCRETE.

2. INSTALL ONE VENT FOR EVERY 1000 SQUARE FEET OF ROOF AREA BUT NOT LESS THAN TWO

VENTS PER AREA. SEE DETAIL 7/A-502.

LIGHTWEIGHT CONCRETE VENT PLAN

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NEW CONT.

SEALANT

EXISTING WOOD BLOCKING

EXISTING LWIC

EXISTING DECK

EXISTING ROOF

MEMBRANE TO

REMAIN

NEW KEE

MEMBRANE

NEW APPROVED FASTENER

NEW ALUMINUM SCUPPER METAL

NEW MEMBRANE FLASHING

NEW APPROVED FASTENER

NEW ADHESIVE

NEW INSUL. OR

COVERBOARD

NEW CONT.

SEALANT

1

4

" P

E

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F

O

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REFER TO 2/A-19 FOR ADDITIONAL INFORMATION

NEW CONT. SEALANT

NEW STAINLESS STEEL WORM GEAR CLAMP

NEW PRE-MOLDED FLASHING

HOT AIR WELD

EXISTING INSULATION

NEW 60 MIL KEE MEMBRANE

EXISTING PIPE PENETRATION

NEW APPROVED

FASTENER

NEW RECOVERY BOARD

EXISTING ROOF MEMBRANE

TO REMAIN

EXISTING DECK

CUT WALKWAY PAD IN

MAXIMUM 5' LENGTHS

INSTALL WALKWAY PADS

A MINIMUM OF 4" APART

HOT-AIR WELDED DOWN

INSTALL WALKWAY PAD

A MINIMUM OF 2" FROM

SIDE AND END LAPS

NEW LIGHTNING PROTECTION

BLUNT-TIPPED TERMINAL

ADHERE PAD TO MEMBRANE

WITH MASTIC

ADHERE TERMINAL

HARDWARE TO PAD

WITH MASTIC

TURN UP MEMBRANE & TERMINATE

ONTO JAMBS OF PREPARED DOOR

FRAME

FIELD MEMBRANE

ALUM. SILL FLASHING SET IN BED OF SEALANT

4" MIN.

2"M

IN

.

FLASHING MEMBRANE

EXIST. DOOR ASSEMBLY TO REMAIN.

RECAULK JOINTS AS NEEDED.

EXISTING DECK

FASTENERS PER

SILL MFR SPECS

S.S. SCUPPER SPOUT

THROUGH EXISTING WALL

EXTEND PAST EXTERIOR WALL

SEAL CLOSURE SLEEVE WITH

SEALANT ALL AROUND AT WALL

AND SCUPPER

EXITING EXTERIOR WALL

FLANGES SOLDERED TO

SCUPPER SPOUT AT ALL EDGES

S.S. EXTERIOR CLOSURE

SLEEVE WITH SOLID PRE-

FORMED FLANGES

REFER TO 7/A-19 FOR ADDITIONAL INFORMATION

ANGLE IRON PENETRATION

FULLY REINFORCED LIQUID

APPLIED PMA FLASHING

MEMBRANE

PENETRATION POLYESTER

REINFORCING FLEECE

FULLY REINFORCED LIQUID

APPLIED PMA TARGET

FLASHING MEMBRANE

LIQUID APPLIED RESIN

TOP COAT

TARGET POLYESTER

REINFORCING FLEECE

LIQUID APPLIED RESIN BASE COAT

PREPARED MEMBRANE SURFACE

8

"

M

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.

(

T

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P

.

)

REMOVE EXISTING COPING

INSTALL NEW WIND RATED ALUM. COPING


WRAP OVER NAILER

EXISTING LWIC

REPAIR AS REQ'D

CONTINUOUS CLEAT

BOTH SIDES. INSTALL PER SPECS

NEW

1

2

" RECOVERY BOARD

1/4" PER FOOT

MIN. SLOPE

EXIST 2x NAILER TO REMAIN

REPLACE DETERIORATED SECTIONS

6"

MATCH EXIST. WIDTH

ATTACH CLEAT

THRU TOP @ 36" O.C.




WRAP OVER NAILER

EXISTING LWIC

REPAIR AS REQ'D

NEW ADHERED INSUL.

1/4" PER FOOT

MIN. SLOPE



6"

MATCH EXIST. WIDTH

REMOVE EXIST. BUR

W/ GRAVEL SURFACE

ATTACH CLEAT

THRU TOP @ 36" O.C.

CONTINUOUS CLEAT


CUT STUCCO PANEL TO

ACCOMMODATE NEW FLASHING HEIGHTS

EXISTING LWIC

REPAIR AS REQ'D

NEW ADHERED INSUL

OR COVERBOARD (REFER TO PLAN).

EXIST PANEL SUPPORTS

RE

MO

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3" - 4"

EXIST STUCCO PANEL.

RE-STUCCO BOTTOM OF PANEL AS

REQ'D AFTER CUTTING.

NEW .032" THICK ALUM.

COUNTERFLASHING AND PANEL

CLOSURE. ANCHOR TO CONC WALL

W/ FASTENERS AT 12" O.C.

NEW KEE MEMBRANE

NEW ADHERED INSUL

NEW .040 DRIP EDGE W/

EXTRUDED ANCHOR BAR.

FASTENED TO THE NEW

NAILER W/ #10x2" S.S.

FASTENERS AT 12" O.C.

NON CURING SEALANT

NEW 2x6 ANCHORED

INTO CONC DECK

EXISTING LWIC

EXISTING CONC DECK

EXIST. BUR W/

GRAVEL REMOVED

EXIST. METAL EXPANSION JOINT.

INSTALL NEW SEALANT AT JOINTS.

REPLACE ANY DAMAGED SECTIONS.

REMOVE

COUNTERFLASHING PIECE

FROM EXPANSION JOINT

TO INSTALL NEW BASE

FLASHING. INSTALL NEW

COUNTERFLASHING.

SIZ

E A

S

EX

IS

TIN

G

NEW KEE MEMBRANE



FASTENED TO THE EXIST.



NON CURING SEALANT

EXIST. NAILER

EXISTING LWIC OR MTL DECK

EXIST. MODIFIED

ROOFING TO REMAIN

REMOVE EXIST.

DRIP EDGE

NEW KEE MEMBRANE

NEW ALUM. FLANGE

BACK GUTTER

SPACERS @ 48" O.C.

EXIST. NAILER

EXISTING LWIC

EXISTING CONC DECK

NEW NAILER BRACKET

AT 48" O.C.

ANCHOR TO NAILER OR

CONC DECK

NEW ALUM.

DOWNSPOUT

ANCHOR GUTTER

FLANGE AS PER SPES.




WRAP OVER NAILER

EXISTING LWIC

REPAIR AS REQ'D

1/4" PER FOOT

MIN. SLOPE



6"

MATCH EXIST. WIDTH

ATTACH CLEAT

THRU TOP @ 36" O.C.

EXISTING CONC DECK


CONTINUOUS CLEAT


NEW KEE MEMBRANE

NEW ADHERED 1/2" COVERBOARD



FASTENED TO THE NEW



NON CURING SEALANT

NEW NAILER ANCHORED

INTO CONC DECK

EXISTING LWIC

EXISTING CONC DECK

EXIST. BUR W/

GRAVEL REMOVED

PIPE PENETRATION DETAIL (ALT. TO LIQUID FLASHING)

A-19

1

NTS

SCUPPER DETAIL

A-19

2

NTS A-19

6

NTS

ROOF VENTS

A-19

9

NTSA-19

7

NTS

OVERFLOW SCUPPER

A-19

5

NTS

WALKPADS

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SCALE:

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PROJECT NUMBER:

SHEET NUMBER:

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3

NTS

DOOR THRESHOLD

A-19

4

NTS


A-19

8

NTS

LIQUID APPLIED 'PMA' ANGLE PENETRATION FLASHING

A-19

11

NTS

PARAPET DETAIL AT AREAS A, A1, B, B2 & Q

A-19

12

NTS

PARAPET DETAIL AT AREAS K, L & M

A-19

13

NTS

STUCCO FLASHING AT ROOF A & K

A-19

14

NTS

FLASHING AT ROOF L, G, K2, P & P1

A-19

15

NTS

COUNTER FLASHING AT CONTROL JOINT ROOF G, H, I, O & Q

A-19

16

NTS

FLASHING AT ROOF D, F1 & F2

GUTTER DETAIL AT AREAS A2, A3, E1, E2 & F2

A-19

10

NTS

PARAPET DETAIL AT AREA J

A-19

17

NTS

FLASHING AT ROOF B1 & A4

LEE COUNTY JUSTICE CENTER...LEE COUNTY JUSTICE CENTER 1700 MONROE STREETFORT MYERS, FLORIDA...

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Transcript of LEE COUNTY JUSTICE CENTER...LEE COUNTY JUSTICE CENTER 1700 MONROE STREETFORT MYERS, FLORIDA...