Permit_Review_-_Plans_-_BVFES_Bldg_5+6.pdf

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

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BAY VISTA FUNDAMENTAL

ELEMENTARY SCHOOL

ROOF REPLACEMENT AT:

BUILDING 5 AND BUILDING 6

FOR

5900 Dr. M.L.K. Jr. Street South, St.

Petersburg, FL 32705

SITE VICINITY MAP

SCHOOL BOARD MEMBERS

DRAWING INDEX

Sheet

Number Sheet Name

A00 COVER SHEET, SITE VICINITY MAP, AND DRAWING INDEX

A01 OVERALL SITE PLAN, ROOF SCHEDULES, AND WIND PRESSURE DATA

A02 ROOF PLAN - BUILDING 5

A03 ROOF PLAN - BUILDING 6

A04 FASTENER SCHEDULE, ABBREVIATIONS, AND GENERAL NOTES

A05 ROOFING DETAILS

A06 ROOFING DETAILS

A07 ROOFING DETAILS

A08 ROOFING DETAILS

District #1 Laura T. Hine, Chairperson

PINELLAS COUNTY BOARD MEMBERS

District #2 Lisa N. Cane District #3 Dawn M. Peters District #4 Eileen M. Long District #5 Carol J. Cook, Vice-Chairperson District #6 Stephanie Meyers District #7 Caprice Edmond

2/17/2025

Joe Williams Seal with Signature

D R

. M .L

.K . J

R . S

T.

S

8T H

S T.

S

59TH AVE. S.

60TH AVE. S.

58TH AVE. S.

B

A

A

N.I.C.

N.I.C.

N .I.

C

N.I.C.

N.I.C.

N.I.C. N.I.C.

N.I.C.

N.I.C

N .I.

C

N .I.

C

N .I.

C

N .I.

C

N .I.

C

N .I.

C

N.I.C.

N.I.C.

N .I.

C

N.I.C.N.I.C.

7'-7" 7'-7"

WIND ZONE 2 - EDGE

WIND ZONE 3 - CORNER

WINDZONE LEGEND

WIND ZONE 1 - FIELD EDGE

WIND ZONE 1' - FIELD

7' -7

7'-7"

7' -7

7' -7

7'-7" 7'-7"

7' -7

7' -7

7'-7"

7'-7"

WIND ZONE 2 - EDGE

WIND ZONE 3 - CORNER

WINDZONE LEGEND

WIND ZONE 1 - FIELD EDGE

WIND ZONE 1' - FIELD

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

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St re et

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Pe te rs bu rg

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PHYSICAL CHARACTERISTICS SCHEDULE

Roof Area Number Area Existing Roof Deck

Type Existing Slope Proposed Slope Existing Roof Type Proposed Roof Type Existing Insulation Proposed Insulation Existing

Flashing Metal Proposed Flashing

Metal N.I.C.

5/A 2,981 SF METAL 4:12 EXISTING METAL PANEL ALUMINUM METAL PANEL FIBERGLASS NON-TAPERED RIGID INSULATION STL. ALUM.

5/B 3,045 SF METAL 4:12 EXISTING METAL PANEL ALUMINUM METAL PANEL FIBERGLASS NON-TAPERED RIGID INSULATION STL. ALUM.

6/A 6,479 SF METAL 4:12 EXISTING METAL PANEL ALUMINUM METAL PANEL FIBERGLASS NON-TAPERED RIGID INSULATION STL. ALUM.

Total Area 12,505 SF

The quantities provided are from the architect's field investigation and are provided for the contractor's use. The information represents what was found on the date the work was peformed at the location. This information may not be consistant at all areas or locations within the scope of work. The contractor is cautioned to confirm the existring conditions to the extent necessary to properly bid and construct the scope of work. Any deviations found should be brought to the attention of the architect

1" = 40'-0"

A01 .1 - OVERALL SITE PLAN

3/64" = 1'-0"

BUILDING 5 - WIND ZONE PLANA01 .2

3/64" = 1'-0"

BUILDING 6 - WIND ZONE PLANA01 .3

2 9

2/17/2025

EXIST.

SLOPE

EXIST.

SLOPE

E X

IS

T.

S L O P E

N.I.C.

N.I.C.

N.I.C.

90'-8"

A

B

2'-0" 2'-0"

2'-0"

18'-4"

A05.1

A05.1

A05.3 A05.3

A05.1

A05.1

A05.1

A05.5

A06.1 A06.1

A05.1

A05.3

333 3

N.

I.C

N.

I.C

A05.3

2 2 2

2 2

A05.1 A05.1

A06.4

A06.4

A06.1

A05.4A05.4

ABOVE

BELOW

ABOVE

BELOW

A06.5A08.3 A08.3

A06.6

A08.3A08.3

SIM. SIM.

BELOW

SIM.SIM.

A06.1

A08.4

A08.4 A08.4

6 6

A05.1

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

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COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

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St re et

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Pe te rs bu rg

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SPECIFIC NOTES

NEW DOWNSPOUT ON TO GRADE AT

EXISTING LOCATION. REFER TO DETAIL

A07.5, SYMBOLS LEGEND

DETAIL TAG1.01

SPECIFIC NOTE TAG1

ROOF AREA I.D. TAG

A

3/16" = 1'-0"

BUILDING 5 - ROOF PLANA02 .1

N.I.C. NOT IN CONTRACT

SANITARY VENT

DOWNSPOUT

GUTTER EXPANSION JOINT

NEW GUTTER EXPANSION JOINTS TO BE

INSTALLED PER SMACNA GUIDELINES

SEE DETAIL A07.4

NEW DOWNSPOUT TO BE RECONNECTED

TO EXISTING STORM DRAIN AT EXISTING

LOCATION. CLEAN OUT EXISTING STORM

DRAIN AS NEEDED TO ENSURE IT IS NOT

BLOCKED. SEE DETAIL A07.6

NEW DOWNSPOUT DRAINING ON TO

CANOPY AT EXISTING LOCATION.

NEW CURVED GUTTER SECTION TO BE

FULLY WELDED SINGLE-PIECE

FABRICATION - SEE DETAIL A07.2 FOR

ASSEMBLY.

PLACE SPLASH BLOCK AT EXISTING

DOWNSPOUT LOCATION. REFER TO

DETAIL A08.4 FOR REFERANCE.

2/17/2025

A

EXIST.

SLOPE

EXIST.

SLOPE

EXIST.

SLOPE

E X

IS

T.

S L O P E

E X

IS

T.

S L O P E

EXIST.

SLOPE

N .I.

C

N.I.C.

49'-4"

32'-0"2'-0"

2'-0"

2'-0"

83'-4"

14'-0"

1'-

A05.1

A05.1

A05.1

A05.1

A05.1

A05.1

A05.1

A05.1

A05.2

A05.2

A05.2

A05.3A05.3

A05.3A05.3

A05.5

A05.5

A05.6

A05.3

A05.3

A06.5

A08.2

A08.1

A08.1

2'-0"

A06.5

A08.3

A08.3

A08.3

A08.3

SIM.

A08.3A06.5A08.3

A05.6

A08.4

A08.4

A08.4

A08.4

SIM.

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

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St re et

S ou th , S t.

Pe te rs bu rg

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3/16" = 1'-0"

BUILDING 6 - ROOF PLANA03 .1

SPECIFIC NOTES

NEW DOWNSPOUT ON TO GRADE AT

EXISTING LOCATION. REFER TO DETAIL

A07.5, NEW GUTTER EXPANSION JOINTS TO BE

INSTALLED PER SMACNA GUIDELINES

SEE DETAIL A07.4

SYMBOLS LEGEND

DETAIL TAG1.01

SPECIFIC NOTE TAG1

ROOF AREA I.D. TAG

A

N.I.C. NOT IN CONTRACT

SANITARY VENT

DOWNSPOUT

GUTTER EXPANSION JOINT

NEW DOWNSPOUT TO BE RECONNECTED

TO EXISTING STORM DRAIN AT EXISTING

LOCATION. CLEAN OUT EXISTING STORM

DRAIN AS NEEDED TO ENSURE IT IS NOT

BLOCKED. SEE DETAIL A07.6

NEW DOWNSPOUT DRAINING ON TO

CANOPY AT EXISTING LOCATION.

NEW CURVED GUTTER SECTION TO BE

FULLY WELDED SINGLE-PIECE

FABRICATION - SEE DETAIL A07.2 FOR

ASSEMBLY.

PLACE SPLASH BLOCK AT EXISTING

DOWNSPOUT LOCATION. REFER TO

DETAIL A08.4 FOR REFERANCE.

2/17/2025

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

M .L

.K . J r.

St re et

S ou th , S t.

Pe te rs bu rg

, F L

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A. GENERAL NOTES:

1. THIS SCHEDULE AND THE FASTENING METHODS

INDICATED HEREIN ARE INTENDED TO ADDRESS

TYPICAL CONDITIONS, AND MAY NOT APPLY TO

ALL CONDITIONS FOR THIS PROJECT.

2. CONTRACTOR/INSTALLER MUST ALSO REFER TO THE

DETAILS FOR THIS SPECIFIC PROJECT. IN THE CASE OF

CONFLICTING DATA, THE PROJECT SPECIFIC DETAILS

SHALL GOVERN.

3. FOR ALL CONDITIONS NOT COVERED WITHIN

SCHEDULE, REFER TO FASTENER REQUIREMENTS OF

THE WRITTEN SPECIFICATIONS ABOVE OR CONSULT

WITH OWNER OR ARCHITECT.

4. MANUFACTURER OF ALL SPECIALITY FASTENER SHALL

PERFORM FIELD TESTING TO VERIFY WITHDRAWAL

VALUES & FASTENING PATTERNS FOR THE SPECIFIC

PROJECT CONDITIONS PRIOR TO INSTALLATION. REQ'D

A WRITTEN REPORT SHALL BE SUBMITTED TO THE

OWNER & ARCHITECT FOR REVIEW & APPROVAL.

5. ALL FASTENERS SHALL BE STAINLESS STEEL OR

HAVE A CORROSION RESISTANT COATING THAT

EXCEEDS F.M. APPROVAL STANDARD 4470, UNLESS

NOTED OTHERWISE.

B. WOOD BLOCKING (2" NOMINAL THICKNESS):

1. CONCRETE: ã"ø SELF-TAPPING MASONRY ST. STL.

SCREW AT 16" O.C., MAX., LENGTH AS REQ'D FOR 1

é" MIN. EMBEDMENT.-OR- â"ø DEFORMED OR FLUTED NAIL AT 12" O.C. MAX., LENGTH AS REQ'D FOR 1á" MIN.

EMBEDMENT. COUNTERSINK HEADS AS REQ'D.

2. CONCRETE BLOCK (CMU): ã"ø SELF-TAPPING

MASONRY ST. STL. SCREWS AT 12" O.C. MAX., LENGTH

AS REQ'D FOR 1é" MIN. EMBEDMENT. -OR- ã"ø HEAVY

DUTY SLEEVE STYLE EXPANSION BOLT ANCHOR (RAWL-

BOLT) @ 18" O.C., LENGTH AS REQ'D FOR 2" MIN.

EMBEDMENT. COUNTERSINK HEADS AS REQ'D.

3. BRICK: ã"ø SELF-TAPPING MASONRY ST. STL. SCREWS AT 12" O.C. MAX., LENGTH AS REQ'D FOR 1é" MIN.

EMBEDMENT. -OR- ã"ø HEAVY DUTY SLEEVE STYLE

EXPANSION BOLT ANCHOR (RAWL-BOLT) @ 18" O.C.,

LENGTH AS REQ'D FOR 2" MIN. EMBEDMENT.

COUNTERSINK HEADS AS REQ'D

4. STRUCTURAL STEEL: á"ø SELF-DRILLING, SELF-TAPPING

ST. STL. SCREWS WITH "WINGS" @ 16" O.C. MAX., LENGTH

AS REQ'D FOR å" MIN. PENETRATION OF THREADS

THROUGH STL. COUNTERSINK HEADS AS REQ'D.

FASTENER SCHEDULE:

J. APPLIED SHEETMETAL (COUNTERFLASHING, TERMINATION

BAR, ETC.):

1. WOOD BLOCKING: 12"ø SELF-TAPPING, STAINLESS

STEEL SCREWS AT 8" O.C. MAX., LENGTH AS REQ'D

FOR 1å" MIN. EMBEDMENT INTO WOOD. IF EXPOSED TO

THE WEATHER PROVIDE METAL BACKED NEOPORENE

SEALING WASHERS OR USE "SCOTS" TYPE SCREW WITH

INTEGRAL SEALING WASHER.

2. SHEETMETAL BACKING: 12"ø SELF-TAPPING STAINLESS

STEEL SCREWS AT 8" O.C. MAX., LENGTH AS REQ'D

FOR å" MIN. PENETRATION OF THREADS THROUGH

STEEL. IF EXPOSED TO THE WEATHER PROVIDE METAL

BACKED NEOPORENE SEALING WASHERS OR USE

"SCOTS" TYPE SCREW WITH INTEGRAL SEALING WASHER.

3. CONCRETE: á"ø SELF-TAPPING STAINLESS STEEL

MASONRY SCREWS AT 8" O.C. MAX. LENGTH AS

REQUIRED FOR á" MIN. EMBEDMENT. -OR- á" x 1å"

ZAMAC "NAILIN" DRIVE PIN, EXPANSION TYPE

FASTENERS @ 8" O.C. MAX., WITH STAINLESS STEEL

DRIVE PIN. IF EXPOSED TO THE WEATHER PROVDE

METAL BACKED NEOPRENE SEALING WASHERS-

INCREASE LENGTH IF REQ'D BY OVERLYING FINISH

FOR 1å" MIN. EMBEDMENT INTO CONCRETE (BLOCK).

4. CONCRETE BLOCK: á"ø SELF-TAPPING STAINLESS

STEEL MASONRY SCREWS AT 8" O.C. MAX. LENGTH AS

REQUIRED FOR 1å" MIN. EMBEDMENT. -OR- á"ø x å"

ZAMAC "NAILIN" DRIVE PIN, EXPANSION TYPE

FASTENERS @ 8" O.C. MAX., WITH STAINLESS STEEL

DRIVE PIN. IF EXPOSED TO THE WEATHER PROVIDE

METAL BACKED NEOPRENE SEALING WASHERS-

INCREASE LENGTH IF REQ'D BY OVERLYING FINISH

FOR 1å" MIN. EMBEDMENT INTO CONCRETE (BLOCK).

5. BRICK : á"ø SELF-TAPPING STAINLESS STEEL

MASONRY SCREWS AT 8" O.C. MAX. LENGTH AS

REQUIRED FOR 1å" MIN. EMBEDMENT. -OR- á"ø x 1å"

ZAMAC "NAILIN" DRIVE PIN, EXPANSION TYPE

FASTENERS @ 8" O.C. MAX., WITH STAINLESS STEEL

DRIVE PIN. IF EXPOSED TO THE WEATHER PROVDE

METAL BACKED NEOPRENE SEALING WASHERS.

ADJ ADJACENT

A/C AIR CONDITIONING

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

BIT BITUMEINOUS

BLK BLOCK

BD BOARD

BLDG BUILDING

BUR BUILT UP ROOFING

CB CATCH BASIN

CLG CEILING

COL COLUMN

COMP COMPRESS (ED), (ION), (IBLE)

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSRUCTION

CONT CONTINUOUS OR CONTINUE

CTR CENTER

C.F. CUBIC FOOT

DEMO DEMOLISH, DEMOLITION

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

E EAST

ELEC ELECTRIC(AL)

EL ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FIN FINSH (ED)

FLASH FLASHING

FLEX FELXIBLE

FTG FOOTING

FDN FOUNDATION

GA GAUGE

GALV GALVANIZED

HVAC HEATING/VENTILATION/AIR CONDITIONING

HT HEIGHT

HORZ HORIZONTAL

INCL INCLUDE(D), (ING)

INSUL INSULATE(D), (ION)

INT INTERIOR

JT JOINT

LW LIGHTWEIGHT

MFR MANUFACTURE(ER)

MAX MAXIMUM

MECH MECHANIC(AL)

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED(ING)

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OC ON CENTER(S)

OPG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER/DIM

PTD PAINT(ED)

PR PAIR

PL PLATE

PWD PLYWOOD

PVC POLYVINYL CHLORIDE

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PC PRECAST CONCRETE

PT PRESSURE TREATED

RAD RADIUS

RWL RAINWATER LEADER

REF REFERENCE

REV REVISION

RD ROOF DRAIN

RO ROUGH OPENING

SCH SCHEDULE

SHT SHEET

SIM SIMILAR

S SOUTH

SPK SPEAKER

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FEET

ST STL STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

UNO UNLESS OTHERWISE NOTED

VERT VERTICAL

WWF WELDED WIRE FABRIC

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

ABBREVIATIONS:

5. METAL DECK: á"ø SELF-TAPPING ST. STL. "DECK" SCREWS AT 12" O.C. MAX., LENGTH AS REQ'D FOR å"

MIN. PENETRATION THROUGH UNDERSIDE OF DECK.

COUNTERSINK HEADS AS REQ'D.

6. LIGHT GAGE METAL FRAMING: á"ø SELF-TAPPING ST.

STL. "DECK" SCREWS, 1 MIN. PER FRAMING MEMBER,

LENGTH AS REQ'D FOR å" MIN. PENETRATION

THROUGH FRAMING. COUNTERSINK HEADS AS REQ'D.

7. PLYWOOD DECK: á"ø SELF-TAPPING ST. STL. "DECK"

SCREWS AT 8" O.C. MAX., LENGTH AS REQUIRED FOR

å" MIN. PENETRATION THROUGH UNDERSIDE OF DECK.

COUNTERSINK HEADS AS REQUIRED.

8. WOOD BLOCKING: á"ø SELF-TAPPING ST. STL. "DECK"

SCREWS AT 16" O.C. MAX., LENGTH AS REQ'D FOR 1

å" MIN. EMBEDMENT -OR-TWO CONTINUOUS ã" BEADS

OF CONSTRUCTION ADHESIVE THE FULL LENGTH OF T

HE BOARD TO BE APPLIED AND 12d NAILS @ 4" O.C.

(IN TWO ROWS-STAGGERED).

C. PLYWOOD SHEATHING:

1. CONCRETE: á"ø SELF-TAPPING MASONRY SCREWS AT

12" O.C. MAX. (AT EDGES), AND 16" O.C.MAX. IN THE

FIELD, LENGTH AS REQ'D FOR 1å" MIN. EMBEDMENT,- OR- á"ø RAWL-SPLICE OROLYMPIC FLUTTED NAIL AT

THE SAME SPACING AS NOTED ABOVE, LENGTH AS

REQ'D FOR á" MIN. EMBEDMENT.

2. CONCRETE BLOCK (CMU): ã"ø SELF-TAPPING

MASONRY ST. STL. SCREWS AT 12" O.C. MAX., LENGTH

AS REQ'D FOR 1é" MIN. EMBEDMENT. -OR- ã"ø HEAVY

DUTY SLEEVE STYLE EXPANSION BOLT ANCHOR

(RAWL-BOLT) @ 18" O.C., LENGTH AS REQ'D FOR 2" MIN.

EMBEDMENT. COUNTERSINK HEADS AS REQ'D.

3. BRICK: á"ø SELF-TAPPING MASONRY SCREWS AT 12"

O.C. MAX. (AT EDGES), AND 16" O.C. MAX. IN THE

FIELD, LENGTH ASREQ'D FOR 1å" MIN. EMBEDMENT,- OR- á"ø RAWL-SPLICE OR OLYMPIC FLUTTED NAIL AT

THE SAME SPACING AS NOTED ABOVE, LENGTH AS

REQ'D FOR 1á" MIN. EMBEDMENT.

4. STRUCTURAL STEEL: #10ø SELF-DRILLING, SELF-

TAPPING SCREWS WITH "WINGS" @ 12" O.C. MAX. (AT

EDGES), AND 16" O.C. MAX. IN THE FIELD, LENGTH AS

REQ'D FOR å"MIN. PENETRATION OF THREADS

THROUGH STEEL.

5. METAL DECK: #10ø SELF-TAPPING "DECK" SCREWS AT

12" O.C. MAX. (AT EDGES), AND 16" O.C. MAX. IN THE

FIELD, LENGTH AS REQ'D FOR å" MIN. PENETRATION

THROUGH UNDERSIDE OF DECK.

6. LIGHT GAGE METAL FRAMING: #10ø SELF-TAPPING

"DECK" SCREWS AT 12" O.C. MAX. (AT EDGES), AND

16" O.C. MAX. ALONG EACH FRAMING MEMBER,

LENGTH AS REQ'D FOR å" MIN. PENETRATION

THROUGH FRAMING. FRAMING TO BE SPACED AT 24"

O.C. MAX., UNLESS NOTED OTHERWISE BY DETAILS.

7. WOOD FRAMING: #10ø SELF-TAPPING "DECK" SCREWS

AT 12" O.C. MAX. ALONG EACH FRAMING MEMBER,

LENGTH AS REQ'D FOR 1å" MIN. EMBEDMENT -OR- 8d

ANNULAR RING NAILS AT 6" O.C. MAX. (AT EDGES) & 1

2" O.C. MAX. IN FIELD. DECREASE SPACING AT EDGES

& RAKE ZONES TO 4" O.C. MAX. AT EDGES, & 8" O.C.

MAX. IN FIELD.

D. METAL DECK:

1. INSTALL AND SECURE PER STEEL JOIST INSTITUTE (SJI)

GUIDELINES, SEE SPECS OR STRUCTURAL DETAILS FOR

INFO.

E. MINOR STRUCTURAL STEEL:

1. ANCHORAGE OF LOAD BEARING STEEL AND LARGE

STEEL FABRICATIONS, (SUCH AS LADDERS), IS TO BE

AS DEFINED BY THE STRUCTURAL ENGINEERING

DRAWINGS, OR AS ENGINEERED BY THE SUPPLIER.

MINOR STRUCTURAL STEEL WOULD BE CONSIDERED

ITEMS SUCH AS SUPPORT STANDS, WALL LEDGER

ANGLES, ETC.

2. CONCRETE: ã"ø HEAVY-DUTY, SLEEVE STYLE

EXPANSION BOLT ANCHOR (RAWL-BOLT) @ 16" O.C.,

LENGTH AS REQ'D FOR 2" MIN. EMBEDMENT.

3. CONCRETE BLOCK (CMU): ã"ø HEAVY-DUTY, SLEEVE

STYLE EXPANSION BOLT ANCHOR (RAWL-BOLT) @ 16"

O.C., LENGTH AS REQ'D FOR 2" MIN. EMBEDMENT.

IF CMU IS HOLLOW, BREAK INTO BLOCK ABOVE, AND

FILL CELL OF BLOCK TO RECEIVE ANCHOR SOLID,

PERFORM ANY REPAIR AND PATCHING NECESSARY.

4. BRICK: ã"ø HEAVY-DUTY, SLEEVE STYLE EXPANSION

BOLT ANCHOR (RAWL-BOLT) @ 16" O.C., LENGTH AS

REQ'D FOR 2" MIN. EMBEDMENT.

5. STRUCTURAL STEEL: áø SELF-DRILLING, SELF-TAPPING SCREW @ 16" O.C., LENGTH AS REQUIRED FOR å" MIN.

PENETRATION OF THREADS THROUGH STEEL.

F. RIGID INSULATION BOARD:

1. INSTALL AND SECURE PER THE MANUFACTURER'S

RECOMMENDATIONS, TESTING AND APPROVALS TO

COMPLY WITH THE DESIGN REQUIREMENTS OF THIS

PROJECT. SEE PROJECT SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

G. ROOF MEMBRANE SYSTEM:

1. INSTALL AND SECURE PER THE MANUFACTURE'S

RECOMMENDATIONS, TESTING AND APPROVALS TO

COMPLY WITH THE DESIGN REQUIREMENTS OF THIS

PROJECT. SEE PROJECT SPECIFICATIONS FOR

ADDITIONAL INFO.

H. FLANGED SHEETMETAL (EDGE METAL):

1. WOOD BLOCKING: #12ø x 1å" ANNULAR RING ST. SLT.

ROOFING NAILS AT 4" O.C. MAX., STAGGERED IN 2

ROWS AT é"± FROM EDGES OF FLANGE.

2. LIGHTGAGE METAL: #12ø SELF TAPPING, STAINLESS

STEEL, FLAT OR WAFER HEAD SCREWS AT 12" O.C. MAX.

3. CONCRETE: á"ø x 1å"ZAMAC "NAIL-IN" DRIVE PIN, EXPANSION TYPE FASTENER @ 12" O.C., MAX. WITH

STAINLESS STEEL DRIVE PIN.

I. CLEATS FOR SHEET METAL:

1. WOOD BLOCKING: #12ø x 1å" ANNULAR RING STAINLESS

STEEL ROOFING NAILS AT 8" O.C. MAX., (4" O.C. AT

CORNER ZONES OF ROOF)

2. LIGHT GAGE METAL: #12ø SELF TAPPING, STAINLESS

STEEL, FLAT OR WAFER HEAD SCREWS AT 12" O.C. MAX.

3. CONCRETE: á"ø x å" ZAMAC "NAIL-IN" DRIVE PIN, EXPANSION TYPE FASTENER @ 12" O.C., MAX. WITH

STAINLESS STEEL DRIVE PIN.

4. CONCRETE BLOCK: á"ø x å" ZAMAC "NAIL-IN" DRIVE

PIN, EXPANSION TYPE FASTENER @ 12" O.C., MAX. WITH

STAINLESS STEEL DRIVE PIN.

5. BRICK: á"ø x å" ZAMAC "NAIL-IN" DRIVE PIN, EXPANSION TYPE FASTENER @ 12" O.C., MAX. WITH

STAINLESS STEEL DRIVE PIN.

GENERAL NOTES:

1. THE DIMENSIONS SHOWN ON THE ROOF PLANS OF THIS PROJECT WERE

TAKEN FROM THE OWNER'S ARCHITECTURAL DOCUMENTS OR ARE THE

RESULT OF FIELD MEASUREMENTS TAKEN BY A/R/C ASSOCIATES. THIS

INFORMATION IS GIVEN TO ASSIST PROSPECTIVE BIDDERS

ESTABLISHING THE APPROXIMATE SCOPE OF THE PROJECT. AS A PRE-

REQUISITE FOR BIDDING THE PROJECT, HOWEVER, ALL DIMENSIONS

SHALL BE FIELD VERIFIED BY EACH BIDDER SO THAT THE DIMENSIONS

UTILIZED IN BIDDING THE PROJECT WILL BE THOSE DIMENSIONS TAKEN,

CONFIRMED OR CORRECTED BY THE BIDDER. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS, DETAILS, AND EQUIPMENT NOTED AND SHALL

NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. THE REROOFING PLAN IS GENERAL IN NATURE AND INDICATES

APPROXIMATE EXISTING CONDITIONS AT THE PROJECT SITE. ALL

BUILDINGS ON THE SITE ARE INCLUDED IN THE PROJECT UNLESS

SPECIFICALLY NOTED OTHERWISE (N.I.C.). THE CONTRACTOR SHALL BE

RESPONSIBLE FOR A VISUAL FIELD SURVEY (PRIOR TO BID) IN REGARD

TO QUANTITIES, AND VERIFICATION OF GENERAL CONFORMANCE WITH

THE FLORIDA BUILDING CODE.

3. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR WITH THE

PROJECT ARCHITECT AND OWNER'S REPRESENTATIVE SHALL VISIT THE

SITE AND VIDEO TAPE THE ROOF AND ALL SPACES UNDERNEATH THAT

MAY BE AFFECTED BY THIS ROOFING PROJECT IN ORDER TO

DETERMINE THE CONTRACTOR'S RESPONSIBILITY IN KEEPING THOSE

ITEMS IN THEIR CURRENT STATUS, SPECIAL ATTENTION SHALL BE GIVEN

TO CEILING TILES, EXISTING LIGHT FIXTURES, EXTERIOR AND INTERIOR

WALL FINISHES, AND SIDEWALKS, ETC. PARTICULARLY IN THOSE AREAS

WHERE EXISTING LEAKS ARE PRESENT, BELOW EXPANSION JOINTS AND

SPECIAL CONDITIONS.

4. IN THE EVENT OF WATER DAMAGE TO THE INTERIOR OF STRUCTURES, A

DAMAGE REPORT, WITH PHOTOGRAPHS SHALL BE COMPLETED BY THE

PROJECT ARCHITECT. THE REPORT SHALL BE SUBMITTED TO THE

OWNER AND THE CONTRACTOR FOR THEIR RECORDS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE, REINSTALL, OR

REPLACE ALL CEILING PANELS AND/OR CEILING GRIDS WHICH MAY

HAVE BEEN DISTURBED OR DAMAGED IN THE CONSTRUCTION PROCESS.

6. NOTIFY THE LOCAL POLICE OFFICIALS, THE OWNER OR ARCHITECT BY

TELEPHONE IN EACH INSTANCE OF PROPERTY DAMAGE RESULTING

FROM FIRE, WATER DAMAGE, ILLEGAL ENTRY, VANDALISM, THEFT OR

BURGLARY, OR VEHICLE DAMAGE WITHIN 24 HOURS OF DISCOVERING

THE INCIDENT.

7. ANY EQUIPMENT, VENTS, CURBS, ETC. FOUND UNDER EXISTING ROOF

ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING

FOR PROPER COORDINATION.

8. VERIFY LOCATIONS OF ALL ROOFTOP EQUIPMENT AND ROOF

PENETRATIONS SO AS TO AVOID CONFLICT WITH WALLS, ROOF EDGES,

AND OTHER PENETRATIONS. RELOCATE ANY SUCH EQUIPMENT OR ROOF

PENETRATIONS A MINIMUM OF TWO FEET AWAY FROM OTHER ROOFTOP

EQUIPMENT, WALLS, ROOF EDGES OR OTHER PENETRATIONS SO AS TO

ELIMINATE THIS CONFLICT.

9. CONTRACTOR SHALL NOT USE ANY HEAVY MACHINERY ON THE ROOF

(BOBCATS, ETC.)

10. REMOVE AND INFILL AS NECESSARY ANY, AND ALL, SMALL ROOF

PENETRATIONS WHICH HAVE BEEN ABANDONED, SUCH AS PITCH PANS,

SMALL CONDUITS, MEMBRANE VENTS, ETC. NOT ALL OF THESE ARE

SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THOSE

CONDITIONS PRIOR TO BIDDING.

11. VERIFY PRECISE LOCATIONS OF EXPANSION JOINTS SHOWN ON THE

ROOF PLANS AND ALSO LOCATIONS OF DECK CHANGES FROM THE

UNDERSIDE OF DECK. TRANSFER LOCATION OF THESE JOINTS TO THE

TOP OF THE ROOF DECK PRIOR TO CONSTRUCTING THE EXPANSION

JOINT CURBS. COORDINATE ANY NEW LOCATIONS WITH ARCHITECT.

12. DETAILS REFERENCED ON THE CONTRACT DRAWINGS ARE "TYPICAL"

AND ARE NOT CUT AT EVERY LOCATION WHERE THE CONDITION

OCCURS. BID AND EXECUTE A COMPLETE PROJECT AS IF DETAILS

WERE "CUT" AT EVERY LOCATION WHERE SUCH CONDITION OR SIMILAR

CONDITION OCCURS.

13. PERIMETER EDGE METAL MAY VARY IN DIMENSIONAL REQUIREMENTS.

VERIFY BLOCKING REQUIREMENTS IN EACH ROOF AREA PRIOR TO

BIDDING.

14. SHEET METAL DETAILS AND TRANSITIONS NOT SHOWN SHALL BE

REQUIRED AS IF SHOWN. PREPARE, AND SUBMIT SHOP DRAWINGS OF

THESE REQUIREMENTS TO THE ARCHITECT FOR APPROVAL PRIOR TO

SHOP FABRICATION.

15. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIALS

REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS

AND COMPONENTS WITHIN THE WORK.

16. AT REROOFING OF EXISTING "FLAT" ROOFS, THE PLANS INDICATE

MINIMUM FINISHED ROOF SLOPES TO BE PROVIDED. CONTRACTOR IS

TO PERFORM ANY REMEDIAL WORK REQUIRED TO ELIMINATE ANY

PONDING WATER.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

NECESSARY PIPE PENETRATIONS, ROOFING CURBS, AND OTHER

MISCELLANEOUS MATERIALS FOR COMPLETE AND FINISHED

INSTALLATION.

18. ALL NEW AND EXISTING ROOF MOUNTED EQUIPMENT, CURBS, PIPE

SUPPORTS, WOODWORK AND SHEET METAL WORK SHALL BE SECURED

WITH FASTENERS AND/OR STAINLESS STEEL CABLE HOLD-DOWNS TO

SAFELY RESIST WIND FORCES AS DESCRIBED BY THE FLORIDA

BUILDING CODE DATA INCLUDED IN THESE DOCUMENTS.

19. PROVIDE WALKWAY PADS AROUND, BUT NOT LIMITED TO, COOLING

TOWERS, ROOF HATCHES, ROOF LADDERS AND ANY EQUIPMENT

REQUIRING PERIODIC MAINTENANCE. WALKWAY PADS SHALL EXTEND

AROUND ALL EQUIPMENT AND SHALL BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND PAINTING /

FINISHING OF ALL SURFACES EXPOSED OR DAMAGED AS A RESULT OF

ROOFING REPLACEMENT. WORK NOT COVERED BY NEWLY INSTALLED

WORK. REPAIRS AND FINISHES SHALL MATCH EXISTING ADJACENT

CONDITIONS TO REMAIN UNCHANGED.

5 9

2/17/2025

421/2"

EXIST. STUCCO

2x4

A07.1

2 1/2

1"

1/ 2"

4"

2"

1/2

3/ 4"

METAL PANEL -

DRIP EDGE

FLASHING / GUTTER

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

45 3 17 42

A

B

EXIST.

STUCCO

3" M

IN

235180

MTL. COUNTER

FLASHING -

SURFACE APPLIED

1/ 2"

1/2

3/ 4"

1/2"

3/4"

1/2" 3 1/2"

3"

1 1/2"

1 1/2"

2"

1 1/2"

BASE MTL.

COUNTER FLASHING

W/ "Z" CLEAT

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

3/

F

45 3 17

5180 23 A

E

EXIST. STUCCO

2X4

METAL PANEL - RAKE

EDGE FLASHING

/4

4 1/4"

1 1/2"

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

1/2"1 1/2"

3/

61 41

EXIST. STUCCO

2X4

4"

2"

METAL PANEL -

DRIP EDGE

FLASHING

3/ 4" 1/2

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

2 1/2

1/2" 1"

36" WIDE STRIP OF SELF

ADHERED MOD. BIT.

MEMBRANE - CENTER ON

VALLEY

0.040" PRE-FINSIHED

ALUM. VALLEY METAL

2X4

0.040" ALUM. 12" WIDE

VALLEY REINFORCEMENT

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

3"

6"

1"

1"

INFILL AIR SPACE

WITH INSULATION

ALONG RIDGE

A

2X6

C

D

6" MAX.

1/2"

1 1/2"

1/2"

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

EDGE METAL

LAP

JOINT

SEALANT

3"

EDGE METAL

LAP

JOINT

SEALANT

3"

EDGE METAL

LAP

JOINT

SEALANT

3"

EDGE METAL

SPLICE JOINT

SEALANT

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

M .L

.K . J r.

St re et

S ou th , S t.

Pe te rs bu rg

, F L

A05

R O

O

FI

N G

D

ET

AI

LS

24023.00

NVJ

TAH

02/18/2025

TAH

2. EXISTING WALL

3. EXISTING METAL DECK

17. NON-TAPERED RIGID INSULATION

22. COUNTERFLASHING

23. SEALANT

24. BUTYL FLASHING TAPE

32. CONTINUOUS CLEAT

34. NEW GUTTER

40. EXIST. VENT STACK, EXTEND AS REQUIRED

41. P.T. WOOD BLOCKING TO BE FASTENED AT 12" O.C. MAX. AND

STAGGER - COUNTERSINK HEADS

42. 5/8" PLYWOOD - SCREW FASTEN @ 8" O.C. (MAX) TOP & BOTTOM &

STAGGERED - COUNTERSINK HEADS

45. EXISTING STRUCTURE

51. SELF-ADHERING UNDERLAYMENT

54. STRIP-IN FLASHING

61. EDGE METAL

80. METAL ROOF PANEL

A. CLOSED CELL RUBBER CLOSURE - CUT AS REQUIRED FOR

FUNCTION FIT WITHIN EACH PANEL AND SEAL WITH ONE-PART

URETHANE SEALANT

B. STAINLESS STEEL SCREWS OR DRIVE PINS WITH METAL BACKED

NEOPRENE WASHERS

C. 0.040" ALUMINUM CAP FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH "Z CLOSURE" IN FIELD

WITHOUT CUTTING

D. "BOX" TOP PANEL BEHIND "Z CLOSURE" IN FIELD WITHOUT CUTTING

E. 0.040" ALUMINUM RAKE FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH BUTTON PUNCH -

PROVIDE SPLICE JOINT CLEAT AT S;ICE JOINT.

F. 0.040" ALUMINUM SIDE WALL FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE W/ BUTTON PUNCH.

G. 040.0" MILL FINISH ALUM. VALLEY FLASHING

TYP. DETAIL NOTES:

3" = 1'-0"

TYPICAL DRIP EDGE FLASHING W/ GUTTERA05 .1

3" = 1'-0"

TYPICAL SIDE WALL FLASHINGA05 .4

3" = 1'-0"

TYPICAL RAKE EDGE FLASHINGA05 .33" = 1'-0"

TYPICAL DRIP EDGE FLASHINGA05 .2

3" = 1'-0"

TYPICAL VALLEY FLASHINGA05 .63" = 1'-0"

TYPICAL RIDGE FLASHINGA05 .5

6" = 1'-0"

LAP JOINT

6" = 1'-0"

LAP JOINT

6" = 1'-0"

LAP JOINT

6" = 1'-0"

CONCEALED SPLICE JOINT

2/17/2025

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

METAL PANEL -

RAKE EDGE

FLASHING AT HEAD

WALL

1 1/2" 1/2"

2 3/4"

3/ 4"

1/2

1 1/2"

2"

E

SIM.

2x6

EDGE METAL

SPLICE JOINT

SEALANT

SPLICE JOINT - SEE

DETAIL A05.3

SPLICE

JOINT - SEE

DETAIL A06.1

EDGE

FLASHING -

SEE DETAIL

A05.2

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

M .L

.K . J r.

St re et

S ou th , S t.

Pe te rs bu rg

, F L

A06

R O

O

FI

N G

D

ET

AI

LS

24023.00

NVJ

TAH

02/18/2025

TAH

2. EXISTING WALL

3. EXISTING METAL DECK

17. NON-TAPERED RIGID INSULATION

22. COUNTERFLASHING

23. SEALANT

24. BUTYL FLASHING TAPE

32. CONTINUOUS CLEAT

34. NEW GUTTER

40. EXIST. VENT STACK, EXTEND AS REQUIRED

41. P.T. WOOD BLOCKING TO BE FASTENED AT 12" O.C. MAX. AND

STAGGER - COUNTERSINK HEADS

42. 5/8" PLYWOOD - SCREW FASTEN @ 8" O.C. (MAX) TOP & BOTTOM &

STAGGERED - COUNTERSINK HEADS

45. EXISTING STRUCTURE

51. SELF-ADHERING UNDERLAYMENT

54. STRIP-IN FLASHING

61. EDGE METAL

80. METAL ROOF PANEL

A. CLOSED CELL RUBBER CLOSURE - CUT AS REQUIRED FOR

FUNCTION FIT WITHIN EACH PANEL AND SEAL WITH ONE-PART

URETHANE SEALANT

B. STAINLESS STEEL SCREWS OR DRIVE PINS WITH METAL BACKED

NEOPRENE WASHERS

C. 0.040" ALUMINUM CAP FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH "Z CLOSURE" IN FIELD

WITHOUT CUTTING

D. "BOX" TOP PANEL BEHIND "Z CLOSURE" IN FIELD WITHOUT CUTTING

E. 0.040" ALUMINUM RAKE FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH BUTTON PUNCH -

PROVIDE SPLICE JOINT CLEAT AT S;ICE JOINT.

F. 0.040" ALUMINUM SIDE WALL FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE W/ BUTTON PUNCH.

G. 040.0" MILL FINISH ALUM. VALLEY FLASHING

TYP. DETAIL NOTES:

TYP. TERMINATION AT RIDGE CAPA06 .5

3" = 1'-0"

EDGE METAL FLASHING AT HALF RIDGEA06 .1

EDGE METAL FLASHING CORNER TRANSITIONA06 .4 RIDGE TERMINATION AT WALLA06 .6

CONCEALED

SPLICE JOINT -

SEE DETAIL

A06.1

6" MIN.

LAP JOINT - SEE

DETAIL A05.3

0.040" MILL FINISH ALUM.

FULLY WELDED / EXPOXIED

SINGLE PIECE FABRICATION

0.040" ALUM.

FULLEY WELDED /

EPOXIED SINGLE -

PIECE FABRICATION

LAP JOINT - SEE

DETAIL A05.5

LAP JOINT -

SEE DETAIL

A05.4

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

SPLICE JOINT -

SEE DETAIL

A05.4

E

A06.1

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

6" = 1'-0"

CONCEALED SPLICE JOINT

EA05.3

C A05.5

SPLICE

JOINT - SEE

DETAIL A05.5

0.040" ALUM. FILLY

WELDED / EPOXIED

SINGLE PIECE

FABRICATION

0.040" ALUM. FILLY

WELDED / EPOXIED

SINGLE PIECE

FABRICATION

C A05.3

LAP JOINT

FLASHING SEE

DETAIL A05.4

22A05.4

LAP JOINT

FLASHING SEE

DETAIL A05.4

B

LAP JOINT -

SEE DETAIL

A05.2

FA05.2

18"

18"

CA05.5

C A05.4

TYP. RAKE EDGE END FLASHING AT DRIP EDGEA06 .2

18"

18"

A 7.

A0 5.3

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

18"

3" MIN.

2/17/2025

NEW 4"x4"x

1/8" MILL

FINISH ALUM.

DOWNSPOUTS

EXIST. STORM

DRAIN PIPE

DOWNSPOUT ATTACHED TO

GUTTER WITH TWO SCREWS W/

NEOPRENE WASHERS - DO NOT

WELD DOWNSPOUT TO GUTTER

3' -0

O .C

M A X

M A X

34A07.1

NEW ALUM.

SQUARE TO

ROUND ADAPTER

COLLAR

1/8" X 1" MILL FINISH

ALUM. BRACKETS @

36" O.C. MIN. -

FASTENERS SHALL BE

ST. STL.

NEW 4"x4"x

1/8" MILL

FINISH ALUM.

DOWNSPOUTS

PROVIDE INTEGRAL

WELDED PLATE TO

DRAIN W/O 45

DEGREE ELBOW

DOWNSPOUT ATTACHED TO

GUTTER WITH TWO SCREWS W/

NEOPRENE WASHERS - DO NOT

WELD DOWNSPOUT TO GUTTER

3' -0

O .C

M A X

M A X

A07.1 34

1/8" X 1" MILL FINISH

ALUM. BRACKETS @

36" O.C. MIN. -

FASTENERS SHALL BE

ST. STL.

3" 1'-

SPLASH BLOCK -

SEE DETAIL A08.4

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

A

A

ROOF PANEL

0.050" 3 -

PIECE FULLY

WELDED MILL

FINISH ALUM.

GUTTER

7"

MECH FASTENERS INTO

BLOCKING AND WALL

0.050" MILL FINISH

ALUM. GUTTER SPACER -

3/16" DIA. "POP" RIVET

AT EACH END AND

SPACE ALTERNATELY

BETWEEN BRACKETS

A05.1

1/4" X 1" MILL FINISH

ALUM. GUTTER

BRACKETS X3 PER

10'-0" LENGTH

1/ 2"

/2

1/ 2"

POP RIVET OR ATTACH

SCREW BRACKET W/

NEOPRENE WASHER TO

GUTTER

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS

TO FORM ONE CONTINOUS PIECE,

EXCEPT AT ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

1/4" x 1" MILL FINISHED

ALUMINUM GUTTER

BRACKETS X3 PER

10'-0" LENGTH

EXIST. ROOF

PANEL

1/2" 1"

1"

1"

POP RIVET OR ATTACH

SCREW BRACKET W/

NEOPRENE WASHER TO

GUTTER

MECH FASTENERS INTO

BLOCKING AND DECK

0.050" MILL FINISH

ALUM. GUTTER SPACER -

3/16" DIA. "POP" RIVET

AT EACH END AND

SPACE ALTERNATELY

BETWEEN BRACKETS

0.050" MILL

FINISH ALUM.

GUTTER

7"

1/ 2"

A05.1 61

1/ 2"

/2

"POP"

RIVETS - 4

EA. SIDE

FULLY WELD

SEAMS

EDGE METAL

LAP

JOINT

SEALANT

3"

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

M .L

.K . J r.

St re et

S ou th , S t.

Pe te rs bu rg

, F L

A07

R O

O

FI

N G

D

ET

AI

LS

24023.00

NVJ

TAH

02/18/2025

TAH

2. EXISTING WALL

3. EXISTING METAL DECK

17. NON-TAPERED RIGID INSULATION

22. COUNTERFLASHING

23. SEALANT

24. BUTYL FLASHING TAPE

32. CONTINUOUS CLEAT

34. NEW GUTTER

40. EXIST. VENT STACK, EXTEND AS REQUIRED

41. P.T. WOOD BLOCKING TO BE FASTENED AT 12" O.C. MAX. AND

STAGGER - COUNTERSINK HEADS

42. 5/8" PLYWOOD - SCREW FASTEN @ 8" O.C. (MAX) TOP & BOTTOM &

STAGGERED - COUNTERSINK HEADS

45. EXISTING STRUCTURE

51. SELF-ADHERING UNDERLAYMENT

54. STRIP-IN FLASHING

61. EDGE METAL

80. METAL ROOF PANEL

A. CLOSED CELL RUBBER CLOSURE - CUT AS REQUIRED FOR

FUNCTION FIT WITHIN EACH PANEL AND SEAL WITH ONE-PART

URETHANE SEALANT

B. STAINLESS STEEL SCREWS OR DRIVE PINS WITH METAL BACKED

NEOPRENE WASHERS

C. 0.040" ALUMINUM CAP FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH "Z CLOSURE" IN FIELD

WITHOUT CUTTING

D. "BOX" TOP PANEL BEHIND "Z CLOSURE" IN FIELD WITHOUT CUTTING

E. 0.040" ALUMINUM RAKE FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH BUTTON PUNCH -

PROVIDE SPLICE JOINT CLEAT AT S;ICE JOINT.

F. 0.040" ALUMINUM SIDE WALL FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE W/ BUTTON PUNCH.

G. 040.0" MILL FINISH ALUM. VALLEY FLASHING

TYP. DETAIL NOTES:

1 1/2" = 1'-0"

DOWNSPOUT DETAIL - DISCHARGE TO STORM DRAINA07 .61 1/2" = 1'-0"

DOWNSPOUT DETAIL - DISCHARGE TO GRADEA07 .5

CURVED GUTTER FABRICATIONA07 .2

GUTTER

RIVET & SEAL W/

EPOXY

COVER PLATESECTION A - A

3" MIN

1/2"3/8"

SLOTTED HOLES FOR

ATTACHMENT AND

EXPANSION COVER PLATE

NOTES:

1. WELD (AS PER METAL TYPE) ALL LAPS AND CORNER

INSERTS TO FORM ONE CONTINUOUS PIECE EXCEPT

FOR EXPANSION JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD VERIFIED

3. MEMBRANE, GUTTER, AND OTHER COMPONENTS NOT

SHOWN FOR CLARITY

4. EXPANSION JOINT IS TYPICAL AND SHOULD BE

APPLIED TO ALL GUTTER TYPES

6" MIN.

COVER PLATE

SLOTTED HOLES

FOR ATTACHMENT

AND EXPANSION

COVER PLATE

SUPPORT BRACKET

GUTTER

TYP. GUTTER EXPANSION JOINT DETAILA07 .4

GUTTER

ENDCLOSURE

1/4" x 1" ALUM.

BRACKET AT

30" O.C.

4" MIN.

M

IN

2 FASTENERS MIN.

4"X4" X 1/8"

THICK

EXTRUDED

ALUM.

DOWNSPOUT

1" WIDE 1/8"

THICK MILL

FINISH ALUM.

BRACKET.

FLASHING TAPE

EXISTING

STRUCTURE

DOWNSPOUT SLIDE

OVER THROAT

AND SECURE WITH

(3) #10 ST. STL.

SHEET METAL

1/8" ST. STL. "POP"

RIVETS - 8 PER

THROAT

SLIT BOTTOM

OF GUTTER

FOLD EARS

AND ATTACH

TO DOWNSOUT

RAISE END

IF AT WALL

OR CORNER

GUTTER

SPACER

GUTTER TERMINATION AND DOWNSPOUT CONNECTION FABRICATIONA07 .36" = 1'-0"

TYP. GUTTER FABRICATION AND METAL EDGE FABRICATIONA07 .1

6" = 1'-0"

CONCEALED SPLICE JOINT

6" = 1'-0"

SPLICE JOINT - OVERLAP

8 9

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

SEE DETAIL A07.1

FULL WELDED

0.050" ALUM.

GUTTER - SEE

PROFILE BELOW

SPICE JOINT

SEE DETAIL

A07.1

A .1

WELD ENDCLOSURE

2/17/2025

SAW CUT

NOTES:

BLOCK SHALL BE SOLID CONCRETE - SET BLOCK ON SOLID. LEVEL SURFACE.

SET ONE SPLASH BLOCK AT EACH DOWNSPOUT LOCATION UNLESS OTHERWISE

NOTED ON THE PLANS.

GRADE

2x2 - 10/10 GALV.

WELDED WIRE MESH

2" M

IN

. 1 1/2" MIN.

ONE PIECE FLASHING "BOOT" UNIT

CONSTRUCTED OF SILICONE

RUBBER

- PROFILE & ANCHOR AS PER

MANUFACTURER (PROVIDE

"RETROFIT"

TYPE BOOT IF REQUIRED - F.V.)

ST. STL. HOOD SOLDER/WELD

PER MTL. TYPE

STANDING SEAM

3/

LIC. NBR AR-007684

Architecture Roof Consulting

Construction Technology

OF SHEET(S)

SHEET NO.:

DATE:

CHECKED BY:

DRAWN BY:

JOB NO.:

COPYRIGHT 2025 A/R/C ASSOCIATES, INC.

REVISIONS

BY:DATENO.

Tel. (407) 896-7875 Fax. (407) 898-6043

601 North Fern Creek Avenue Suite 100, Orlando, FL

32803-4899

DESIGNED BY:

B ay

V is ta F un da m en ta l E le m en ta ry S ch oo l R oo f R ep la ce m en t a t:

Pi ne lla s

C ou nt y

Pu bl ic S ch oo ls

D r.

M .L

.K . J r.

St re et

S ou th , S t.

Pe te rs bu rg

, F L

A08

R O

O

FI

N G

D

ET

AI

LS

24023.00

NVJ

TAH

02/18/2025

TAH

2. EXISTING WALL

3. EXISTING METAL DECK

17. NON-TAPERED RIGID INSULATION

22. COUNTERFLASHING

23. SEALANT

24. BUTYL FLASHING TAPE

32. CONTINUOUS CLEAT

34. NEW GUTTER

40. EXIST. VENT STACK, EXTEND AS REQUIRED

41. P.T. WOOD BLOCKING TO BE FASTENED AT 12" O.C. MAX. AND

STAGGER - COUNTERSINK HEADS

42. 5/8" PLYWOOD - SCREW FASTEN @ 8" O.C. (MAX) TOP & BOTTOM &

STAGGERED - COUNTERSINK HEADS

45. EXISTING STRUCTURE

51. SELF-ADHERING UNDERLAYMENT

54. STRIP-IN FLASHING

61. EDGE METAL

80. METAL ROOF PANEL

A. CLOSED CELL RUBBER CLOSURE - CUT AS REQUIRED FOR

FUNCTION FIT WITHIN EACH PANEL AND SEAL WITH ONE-PART

URETHANE SEALANT

B. STAINLESS STEEL SCREWS OR DRIVE PINS WITH METAL BACKED

NEOPRENE WASHERS

C. 0.040" ALUMINUM CAP FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH "Z CLOSURE" IN FIELD

WITHOUT CUTTING

D. "BOX" TOP PANEL BEHIND "Z CLOSURE" IN FIELD WITHOUT CUTTING

E. 0.040" ALUMINUM RAKE FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE WITH BUTTON PUNCH -

PROVIDE SPLICE JOINT CLEAT AT S;ICE JOINT.

F. 0.040" ALUMINUM SIDE WALL FLASHING - SLIDE OVER AN 0.050"

ALUMINUM "Z-CLOSURE" AND SECURE W/ BUTTON PUNCH.

G. 040.0" MILL FINISH ALUM. VALLEY FLASHING

TYP. DETAIL NOTES:

TYP. VALLEY EDGE TERMINATIONA08 .1 TYP. RIDGE / VALLEY TERMINATIONA08 .2

9 9

18" 18"

A0 5.

A05.5

SPLICE JOINT -

SEE DETAIL A05.5

0.050" MILL

FIN. RIDGE

COPING

M

IN

80 80

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

NOTES:

1. FULLY EPOXY / WELD (AS PER METAL

TYPE) ALL LAPS & CORNERS INSERTS TO

FORM ONE CONTINOUS PIECE, EXCEPT AT

ALL SPLICE JOINTS

2. DIMENSIONS NOT GIVEN TO BE FIELD

VERIFIED

3. MEMBRANE AND OTHER COMPONETS

NOT SHOWN FOR CLARITY

TYP. SPLASH BLOCKA08 .4

3" = 1'-0"

FRONT ELEVATION

2"

4"

2'-0"

1'-0"

3" = 1'-0"

TYP. VENT STACK FLASHINGA08 .3

A05.5

G

GG

2/17/2025