PR

OJ

EC

T

No : 2

1-

.1

DANIA BEACH, FL.

NOTES:

LEGAL DESCRIPTION:

116 WEST DANIA BEACH BLVD.

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

N

S

W E

BENCHMARK:

PROJECT

LOCATION

FIRE STATION NO. 1 WIND MITIGATION

Scale: 1" = 300'

LOCATION MAP

CITY LOGO HERE

NUMBER

PERMITCGA

INITIALSSUBMITTED

DATEPERMITTING AGENCIES DATE

APPROVED

CURRENT REV No.: ---- - ----

SHEET:

DATE:NONO DATE REVISION BY REVISIONDATE BY 01/06/2026

G0

R

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AL W A Y S C A L L 8 1 1

B E F O R E Y O U D I G

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BID SET

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

CITY OFFICIALSCITY OFFICIALS

MAYOR: JOYCE L. DAVIS

VICE-MAYOR: MARCO A. SALVINO, SR.

COMMISSIONERS: LORI LEWELLEN

LUIS RIMOLI

A. J. RYAN IV

CITY MANAGER: ANA M. GARCIA

S.

F

ED

ER

AL

H

W Y

DANIA BEACH BLVD.

N W

ST

A

VE

N W rd

A

VE

HILL ST.

Sheet List Table Sheet Number Sheet Title

G0 COVER SHEET

G1 SIGNATURE SHEET

G2 LEGEND, ABBREVIATIONS AND GENERAL NOTES

C1 PROPOSED SITE PLAN

C2 CIVIL DETAILS

E1 ELECTRICAL NOTES

E2 ELECTRICAL SITE PLAN

E3 ELECTRICAL RISERS

E4 ELECTRICAL PANEL SCHEDULES

E5 GENERATOR SPECS AND ELECTRICAL DETAILS

E6 GENERATOR DETAILS

CV INDEX SHEET

S-1 FIRST FLOOR PLAN

S-2 WIND PRESSURES ON COMPONENTS

S-3 GENERATOR SLAB & NEW WALL INFILL

S-4 ROOF PLAN

S-5 DEMOLITION PLAN

S-6 NEW ROOF PLAN

S-7 ROOFING DETAILS

S-8 ROOFING DETAILS

S-9 ACCESS LADDER AND ROOF PENETRATION

S-10 ROOF DESIGN WIND PRESSURES AND GENERAL NOTES

S-11 EXISTING ROOFING

P1 GAS DEMO SITE PLAN

STIRLING ROAD

05/01/2026

MULTICORELINK:2143131-G-SIGN-24x36 MULTICORELINK:2143131-G-SIGN-24x36

MULTICORELINK:2143131-G-LGND-ABBR-G2

MULTICORELINK:2143131-G-LGND-ABBR-G2

MULTICORELINK:2143131-C-PLAN-C1

MULTICORELINK:2143131-C-PLAN-C1

MULTICORELINK:2143131-C-DTLS-C2

MULTICORELINK:2143131-C-DTLS-C2

MULTICORELINK:2143131-E-NOTE-E1

MULTICORELINK:2143131-E-NOTE-E1

MULTICORELINK:2143131-E-PLAN-E2

MULTICORELINK:2143131-E-PLAN-E2

MULTICORELINK:2143131-E-DTLS-E3

MULTICORELINK:2143131-E-DTLS-E3

MULTICORELINK:2143131-E-DTLS-E4

MULTICORELINK:2143131-E-DTLS-E4

MULTICORELINK:S-PLAN-SHET-SET-CV

MULTICORELINK:S-PLAN-SHET-SET-CV

MULTICORELINK:S-PLAN-SHET-SET-S-1

MULTICORELINK:S-PLAN-SHET-SET-S-1

MULTICORELINK:S-PLAN-SHET-SET-S-2

MULTICORELINK:S-PLAN-SHET-SET-S-2

MULTICORELINK:S-PLAN-SHET-SET-S-3

MULTICORELINK:S-PLAN-SHET-SET-S-3

MULTICORELINK:S-PLAN-SHET-SET-S-4

MULTICORELINK:S-PLAN-SHET-SET-S-4

MULTICORELINK:S-PLAN-SHET-SET-S-5

MULTICORELINK:S-PLAN-SHET-SET-S-5

MULTICORELINK:S-PLAN-SHET-SET-S-6

MULTICORELINK:S-PLAN-SHET-SET-S-6

MULTICORELINK:S-PLAN-SHET-SET-S-7

MULTICORELINK:S-PLAN-SHET-SET-S-7

MULTICORELINK:S-PLAN-SHET-SET-S-8

MULTICORELINK:S-PLAN-SHET-SET-S-8

MULTICORELINK:S-PLAN-SHET-SET-S-9

MULTICORELINK:S-PLAN-SHET-SET-S-9

MULTICORELINK:S-PLAN-SHET-SET-S-10

MULTICORELINK:S-PLAN-SHET-SET-S-10

MULTICORELINK:S-PLAN-SHET-SET-S-11

MULTICORELINK:S-PLAN-SHET-SET-S-11

MULTICORELINK:P1 GAS DEMO SITE PLAN-P1 GAS DEMO SITE PLAN

MULTICORELINK:P1 GAS DEMO SITE PLAN-P1 GAS DEMO SITE PLAN

SIGNATURE SHEET

BID SET

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

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05/01/2026 21-4313.1

AS SHOWN G1

ELECTRICAL AND GAS PLANS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

JORGE R. CERVANTES, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED

BY JORGE R. CERVANTES, P.E. ON THE DATE

INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

J o rge R. CervantesLICENSE

NO. 45832

PRO

FESSIONA L ENGIN

EE

R

FLO R IDA

STATE OF

CALVIN, GIORDANO ASSOCIATES, INC.

1800 ELLER DRIVE, SUITE 600

FORT LAUDERDALE, FLORIDA 33316

954-921-7781

CIVIL PLANS

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

Sheet List Table Sheet Number Sheet Title

G1 SIGNATURE SHEET

E1 ELECTRICAL NOTES

E2 ELECTRICAL SITE PLAN

E3 ELECTRICAL RISERS

E4 ELECTRICAL PANEL SCHEDULES

E5 GENERATOR SPECS AND ELECTRICAL DETAILS

E6 GENERATOR DETAILS

P1 GAS DEMO SITE PLAN

Sheet List Table Sheet Number Sheet Title

G0 COVER SHEET

G1 SIGNATURE SHEET

G2 LEGEND, ABBREVIATIONS AND GENERAL NOTES

C1 PROPOSED SITE PLAN

C2 CIVIL DETAILS

LAKDAS/YOHALEM ENGINEERING, INC.

2211 NE 54th ST.

FORT LAUDERDALE, FLORIDA 33308

954-771-0630

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

LAKDAS NANAYAKKARA, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 037590.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY LAKDAS NANAYAKKARA, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

CALVIN, GIORDANO ASSOCIATES, INC.

1800 ELLER DRIVE, SUITE 600

FORT LAUDERDALE, FLORIDA 33316

954-921-7781

STRUCTURAL PLANS

Sheet List Table Sheet Number Sheet Title

G1 SIGNATURE SHEET

CV INDEX SHEET

S-1 FIRST FLOOR PLAN

S-2 WIND PRESSURES ON COMPONENTS

S-3 GENERATOR SLAB & NEW WALL INFILL

S-4 ROOF PLAN

S-5 DEMOLITION PLAN

S-6 NEW ROOF PLAN

S-7 ROOFING DETAILS

S-8 ROOFING DETAILS

S-9 ACCESS LADDER AND ROOF PENETRATION

S-10 ROOF DESIGN WIND PRESSURES AND GENERAL NOTES

S-11 EXISTING ROOFING

JENNA MARTINETTI, STATE OF FLORIDA,

PROFESSIONAL ENGINEER, LICENSE NO. 69305.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED

BY JENNA MARTINETTI, P.E. ON THE DATE INDICATED

HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC

COPIES.

J e nna MartinettiLICENSE

NO. 69305

PRO

FESSIONA L ENGIN

EE

R

FLO R IDA

STATE OF

LICENSE

ABBREVIATION LEGEND LINE TYPE LEGEND

HATCHING LEGEND

PROPOSED SYMBOL LEGEND EXISTING SYMBOL LEGEND

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

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01/06/2025 21-4313.1

AS SHOWN G2LEGEND, ABBREVIATIONS AND

GENERAL NOTES

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

BID SET

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

05/01/2026

PROPOSED SITE PLAN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

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05/01/2026 21-4313.1

AS SHOWN C1

NOTES:

LEGEND

PLAN

ELEVATION

SECTION

SIDEWALK JOINTS

SIDEWALK JOINTS

CONCRETE SIDEWALK

SCALE: N.T.S. CURRENT

NOTES:

TYPICAL RESTORATION OF

LESS THAN 1/2 LANE

OF ROCK BASE

TYPICAL RESTORATION OF

MORE THAN 1/2 LANE

OF ROCK BASE

TRENCH WITH PAVEMENT RESTORATION PERPENDICULAR

TRENCH WITH PAVEMENT RESTORATION LONGITUDINAL

PAVEMENT RESTORATION

SCALE: N.T.S.

PIPE TRENCH IN SATISFACTORY SOILS

SCALE: N.T.S.

CIVIL DETAILS

BID SET

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JENNA MARTINETTI, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 69035.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JENNA MARTINETTI, P.E. ON THE

DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

KNOW WHAT'S BELOW

A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

05/01/2026 21-4313.1

AS SHOWN C2

ELECTRICAL NOTES

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

05/01/2026 21-4313.1

AS SHOWN E1

ELECTRICAL SITE PLAN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

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05/01/2026 21-4313.1

AS SHOWN E2

NOTES:

ELECTRICAL RISERS

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

05/01/2026 21-4313.1

AS SHOWN E3

DEMOLITION ELECTRICAL RISER

SCALE: N.T.S.

PROPOSED ELECTRICAL RISER

SCALE: N.T.S.

ELECTRICAL PANEL SCHEDULES

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

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AS SHOWN E4

GROUND BONDING DETAIL

SCALE: N.T.S.

NOTE:

SUBMERSIBLE CONNECTORS DETAIL

SCALE: N.T.S.

PULL BOX DETAIL

SCALE: N.T.S.

CABLE TO GROUND ROD DETAIL

SCALE: N.T.S.

ELECTRICAL BOX GROUNDING DETAIL

SCALE: N.T.S.

GENERATOR SPECS AND

ELECTRICAL DETAILS

BID SET

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

KNOW WHAT'S BELOW

A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

It's fast. It's free. It's the law.

www.callsunshine.com

AS SHOWN E5

GENERATOR DETAILS

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRE STATION NO. 1 WIND MITIGATION

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FL.

NONO DATE REVISION BY REVISIONDATE BY

SCALE

PROJECT No

SHEET

DATE:

JORGE R. CERVANTES, STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE NO. 45832.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JORGE R. CERVANTES, P.E. ON

THE DATE INDICATED HERE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE

SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

R

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A L W A Y S C A L L 8 1 1 B E F O R E Y O U D I G

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www.callsunshine.com

AS SHOWN E6

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

FIRE

STATION #1

S-3

WEST DANIA BEACH BLVD

N W rd

A

VE

N U

E

HILL STREET

CV

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

INDEX SHEET

CITY OF DANIA BEACH FIRE STATION

SHEET No. DESCRIPTION

SOUTH FLORIDA GOOGLE MAP

116 WEST DANIA BEACH BLVD.

DANIA BEACH, FLORIDA, 33004

PROJECT LOCATION

(116 WEST DANIA

BEACH BLVD., DANIA

BEACH, FL)

INDEX SHEETCV

S-1 FIRST FLOOR PLAN

S-2

ROOF PLAN

INDEX

S-3

NEW ROOF PLAN

S-4

ROOFING DETAILS

S-6

ROOF DESIGN WIND PRESSURES AND

SOUTHWEST ELEVATION

SITE PLAN2

CV SCALE: NTS NORTH

VICINITY MAP1

CV SCALE: NTS NORTH

SCOPE OF WORK

· REPLACE IDENTIFIED DOOR WITH NEW IMPACT DOORS W/

MIAMI DADE COUNTY PRODUCT APPROVAL

· CONSTRUCT NEW CONCRETE PAD TO SUPPORT NEW ELECTRIC

GENERATOR

· RE-ROOF ALL ROOF AREAS

· INSTALL NEW ACCESS LADDER AND TIE DOWN AROUND

EXISTING MECHANICAL UNITS.

S-5 DEMOLITION PLAN

S-7

GENERATOR SLAB & NEW WALL INFILL

S-8 S-9 S-10

EXISTING ROOFING

WIND PRESSURES ON COMPONENTS

ACCESS LADDER AND ROOF PENETRATION

AND GENERAL NOTES BID SET 04-28-2026

ROOFING DETAILS

S-11

5'-8" 6'-0" 9'-4" 2'-8"6'-0"28'-4"12'-0"

4'-0" 6'-4" 9'-4" 4'-0" 10'-0" 4'-0" 14'-0" 6'-4" 9'-8" 6'-4" 5'-6"14'-6"

4' -4

3'-0"

4' -0

9'

-8

4' -0

6'

-4

4' -8

3'

-4

'-1

0" 3'

-4 "1'

-0 " 3'

-1 0"

1' -0

'-0

1' -0

'-0

1' -0

'-0

4' -0

9'

-8

9'-0" 1'-0" 5'-8" 5'-4" 1'-0"

4' -0

'-0

9' -8

1'

-0

'-0

1'

-0

3' -4

4'

-8

'-1

4'

-4

1' -3

6'

-0

4' -0

4'

-2

3' -2

4'

-0

2' -8

3'

-4

2' -8

4'

-0

3' -4

9'

-0

94'-0"

9'

-0

95'-0"

1514 13

RE: DETAIL

1/S-3

107 A

123 E

123 D

L5

L4L3L2

L1

123 A

123 B

123 C

L7 L8

123G121

123 F

DENOTES WORK INCLUDED

IN THIS CONTRACT.

REFER TO TABLE IN 5/S-2

RE: DETAIL

2/S-3

RE: DETAIL

2/S-3

130 131132 5 S-3

S-1

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

FIRST

FLOOR PLAN

FIRST FLOOR PLAN1

S-1 SCALE: NTS NORTH

01 NOT USED

02 NOT USED

03 CORRODED DOUBLE DOOR

04 100 LF CRACKS SIDEWALK/DRIVEWAY

05 SETTLEMENT

06 WASHOUT UNDER PATIO SLAB

07 NOT USED

08 NOT USED

NOT USED10

11 NOT USED

12 LEAKING FROM ROOF

13 STEP CRACK

14 STEP CRACK

15 WALL CRACK

16 BAY DOOR BROKEN

NOT USED

BID SET 04-28-2026

REFERENCE PHOTO OF DEFECTS2

S-1 SCALE: NTS

ALL WINDOWS ARE NOT

INCLUDED IN THIS CONTRACT

FOR VIEW OF BUILDING ELEVATIONS,

SEE SHEET S-2

123 E 123 D123 F003107 A

L1

L2L3L4

L5

T.O. PARAP. CAP

FINISH FLOOR

ELEV. +0'-0"

ELEV. +14-6"

T.O. PARAP. CAP

FINISH FLOOR

ELEV. +0'-0"

ELEV. +16'-0"

ENCLOSED EXISTING MASONRY WALL OPENING WITH NEW REINFORCED MASONRY WALL.

FINISH WITH STUCCO OUTSIDE AND FINISHED WITH FURRING AND DRYWALL INSIDE.

FINISH WALL TO MATCH EXISTING.

123 A 123 B 123 C

T.O. PARAP. CAP

FINISH FLOOR

ELEV. +0'-0"

ELEV. +14-6"

T.O. PARAP. CAP

FINISH FLOOR

ELEV. +0'-6"

ELEV. +16'-0"

L8

L7 S-2

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I N

E E

R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

WIND PRESSURES

ON COMPONENTS

SOUTHWEST ELEVATION1

S-2 SCALE: 3/32"=1'-0"

SOUTHEAST ELEVATION2

S-2 SCALE: 3/32"=1'-0"

NORTHEAST ELEVATION3

S-2 SCALE: 3/32"=1'-0"

NORTHWEST ELEVATION4

S-2 SCALE: 3/32"=1'-0"

WIND PRESSURES5

S-2 SCALE: NTS

NOTES:

1. CONTRACTOR TO MAKE A SITE VISIT PRIOR TO BIDDING AND REVIEW ANY ATTACHMENT TO

ALL DOORS AND LOUVER OPENING. INCLUDE COST OF REMOVAL AND REPAIR OF THE WALL

OPENING ON BOTH INSIDE AND OUTSIDE. PAINT BOTH WALL FACES TO MATCH EXISTING FINISH.

NOTES:

1. CONTRACTOR TO VERIFY AND COORD. ALL MASONRY WALL

ROUGH OPENINGS AND FIELD VERIFY PRIOR TO

FABRICATION.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

ENGINEER FOR APPROVAL.

3. ANY QUESTIONS OR DISCREPANCIES SHALL BE REPORTED

TO THE ENGINEER PRIOR TO FABRICATION.

WINDOWS INSTALLATION FOR THIS PROJECT HAS BEEN

COMPLETED UNDER PERMIT # 2022-00002092 AND

PERMIT # 2022-00001436.

NOTES :

1. DOORS AND LOUVERS TO BE MIAMI DADE COUNTY

APPROVED

2. CONTRACTOR TO PROVIDE NOTICE OF ACCEPTANCE

FOR E.OR. REVIEW AND APPROVAL PRIOR TO

FRABRICATION / INSTALLATION

ALL WINDOWS ARE NOT

INCLUDED IN THIS CONTRACT

DOOR/ LOUVER

DOORS: 107A, 003 3'-0"x6'-8"

DIMENSIONS

(BxH)

123C, 123D, 123E

(ROLLER DOORS)

12'-0"x12'-0"

LOUVERS: L1, L5 5'-0"x5'-0"

L2, L4

L3

6'-0"x2'-0"

3'-0"x2'-0" +42 -45

+41 -55

+39 -43

+35 -38

+40 -52

+40 -52

123A, 123B

(ROLLER DOORS)

12'-0"x12'-0" +35 -38

3'-3"x6'-9"

L7 3'-4"x1'-4" +42 -45 L8 3'-4"x1'-4" +42 -45

WIND PRESSURES IN COMPONENTS

PER ASCE 7-22 & FBC 2023, 8th EDITION

V=187 MPH, EXPOSURE C, CATEGORY IV

ALLOWABLE DESIGN

PRESSURE PER

WIND ANALYSIS

(PSF)

ULTIMATE DESIGN

PRESSURE PER

WIND ANALYSIS

(PSF)

+68 -75

+68 -92

+65 -72

+58 -64

+66 -86

+67 -87

+58 -64

+68 -75

+68 -75

123F, 124

3'-1"x6'-8"

2'-11"x6'-8"

2'-11"x6'-11"

2'-11"x6'-7"

+40 -44 +67 -73

+40 -44 +67 -73

+40 -44 +67 -73

+40 -52 +66 -86

(*) DOOR LOCK MECHANISM WITH PANIC BAR FROM INSIDE;

CAN OPEN FROM OUTSIDE WITH HANDRAIL.

123G 3'-0"x6'-7" +40 -44 +67 -73 (*)

BID SET 04-28-2026

DENOTES WORK NOT

INCLUDED IN THIS CONTRACT

130, 131 3'-0"x8'-0" +40 -43 +66 -72

(ROLLER DOOR)

5'-9"x9'-0" +38 -41 +63 -68

COMPACT

SUBGRADE

10" THICK CONCRETE SLAB ON

GRADE W/ THICKENED EDGE.

(2) #5 CONT.

22'-0"

2'-0"

6" 1'

-0

#4 @ 10" O.C.

ALL AROUND

2'-0"

3/4" CHAMFER

EDGE

ALL AROUND

F.F.E. +12.00'

2'-0"

11'-0" 11'-0"

(2) #5 CONT.

#4 @ 10" O.C.

TOTAL WEIGHT CONSIDERED:

GENERATOR/ENCLOSURE + DIESEL TANK = 9,290 LBS

6"

SECTION

1/ 8"

T O

' S

LO

PE

#5 @ 10" O.C.

TOP & BOTTOM

#5

0"

O .C

TO

P

BO

TT

O M

3/4" CHAMFER

EDGE

ALL AROUND

3' -6

4'

-2

3'-6"

15'-0" (180")

3' -6

PLAN

22'-0"

'-2

CONDUIT

STUB AREA

GENERATOR

OUTLINE

3'-6"

THICKENED

EDGE LINE

GENERATOR

EXISTING CONCRETE

SLAB

EXISTING CONCRETE

BEAM TO REMAIN

#5 -18" LONG EPOXY

(SIKADUR EPOXY GEL) BAR

INTO EXISTING COLUMN (TO

BE VIF BY CONTRACTOR) W/

6" EMBEDMENT @ 12" O.C

(EACH SIDE)

NEW WALL INFILL

EXISTING CONCRETE SLAB

EXISTING TIE BEAM

#5 -18" LONG EPOXY

(SIKADUR EPOXY GEL) BAR

INTO EXISTING COLUMN (TO

BE VIF BY CONTRACTOR) W/

6" EMBEDMENT @ 12" O.C

(EACH SIDE) (TYP)

6'-0" (VIF)

NEW WALL INFILL

4'-4" (VIF)

NEW WALL INFILL

EXISTING TIE BEAM

EXISTING WALL

1'-0"

VIF

8" VI

F

7' -6

" V

IF

#5 -18" LONG EPOXY

(SIKADUR EPOXY GEL) BAR

INTO EXISTING COLUMN (TO

BE VIF BY CONTRACTOR) W/

6" EMBEDMENT @ 12" O.C

(EACH SIDE) (TYP)

EXISTING DOUBLE

TEE (TYP)

CL CL

EXISTING ROOF

TOP UNIT AND

COMPONENTS

RTU1/4" Ø S.S AIRCRAFT

CABLE W/

TURNBUCKLES (TYP)

3/8" Ø S.S EPOXY

EYE BOLT W./ 4"

EMBEDMENT (TYP)

1/4" Ø S.S

AIRCRAFT CABLE

W/ TURNBUCKLES

(TYP)

3/8" Ø S.S EPOXY

EYE BOLT W./ 4"

EMBEDMENT (TYP)

1' -0

1' -0

NOTE:

COORDINATE LOCATION

WITH ROOF EQUIPMENT

AND DOUBLE TEE STEM

EXISTING DOUBLE

TEE (TYP)

PLAN

SECTION

EXISTING CONCRETE

SLAB

3'-0"

8' -2

S-3

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

GENERATOR SLAB &

NEW WALL INFILL

GENERATOR SUPPORT SLAB AND FOUNDATION3

S-3 SCALE: 1/2"=1'-0"

CMU WALL INFILL1

S-3 SCALE: NTS

NORTH

BID SET 04-28-2026

CMU WALL INFILL2

S-3 SCALE: 1/2"=1'-0"

ROOF EQUIPMENT TIE DOWN (TYP)4

S-3 SCALE: NTS

EXISTING DOUBLE DOOR AND LOUVER TO

BE REMOVED AND FILL WITH MASONRY

(REFERENCE PHOTO)

EXISTING LOUVER TO BE REMOVED AND

FILL WITH MASONRY

(REFERENCE PHOTO)

S-3

NEW LINTEL IN DOOR 131

SCALE: 1/2"=1'-0"

EXISTING 2x10 @ 24" O.C

EXISTING WOOD

TRUSSES @ 24" O.C

EXISTING DOUBLE TEE BEAMSEXISTING DOUBLE TEE BEAMS

EXISTING RTU

'-8

79'-6"

'-0

61'-0"

'-4

14'-6"

'-4

9'

-8

12'-0" 22'-0"

S-4

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

ROOF PLAN

EXISTING ROOF PLAN1

S-4 SCALE: NTS NORTH

01 PONDING RAINWATER 02 PONDING RAINWATER 03 PONDING RAINWATER

04 VEGETATION AND ORGANIC DEBRIS

05 PONDING/LEAKING/ BUBBLING 06 BUBBLING THROUGHOUT

07 HATCHES NOT STRAPPED 08 MECH. UNITS NOT STRAPPED

09 MECH. UNITS NOT STRAPPED 10 HOLE CUT INTO EXISTING

DOUBLE-T. EXPOSED REBAR

BID SET 04-28-2026

REFERENCE PHOTO2

S-4 SCALE: NTS

NOTE:

ALL DIMENSIONS TO BE

VERIFIED AT SITE PRIOR TO

EXECUTIONS / CONSTRUCTION.

EXISTING RTU

TO REMAIN

REMOVE EXISTING

HATCH . CLOSE

EXISTING

OPENING. RE: 5/S-9

S-9

EXISTING CANOPY.

NOT INCLUDED IN

THIS CONTRACT

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

'-0

79'-6"

'-0

61'-0"

'-4

9'

-8

22'-0"12'-0"

9' -8

'-4

14'-6"

EXISTING RTU

TO REMAIN

EXISTING

ROOF DRAIN

TO BE

REMOVED

3"3"

.5

3"

20"

3"

8"

3"

12" 12"

EXISTING OVERFLOW

SCUPPER.

TO BE REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

SLOPE

ROOF #3

ROOF #2

ROOF #1

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING

ROOF DRAIN

TO BE

REMOVED

EXISTING

ROOF DRAIN

TO BE

REMOVED

EXISTING

ROOF DRAIN

TO BE

REMOVED

EXISTING

ROOF DRAIN

TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING

MECH. UNIT

TO REMAIN EXISTING

MECH. UNIT

TO REMAIN

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING OVERFLOW

SCUPPER TO BE

REMOVED

EXISTING

MECH. UNIT

TO REMAIN

CUT EXISTING

CONCRETE FOR NEW

OVERFLOW SCUPPER

1'-0"

6"

EXISTING ROOFING TO BE

REMOVED AND REPLACE

EXISTING ROOFING TO BE

REMOVED AND REPLACE

EXISTING ROOFING TO BE

REMOVED AND REPLACE

EXISTING DOUBLE

DOOR TO BE

REMOVED

EXISTING LOUVER TO

BE REMOVED

EXISTING

MECH. UNIT

TO REMAIN

S-5

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

DEMOLITION

PLAN

ROOFING DEMOLITION PLAN1

S-5 SCALE: NTS NORTH

BID SET 04-28-2026

EXISTING RTU

TO REMAIN

N

EW

R O

O F

EXISTING CANOPY.

NOT INCLUDED IN

THIS CONTRACT

GALVANIZED

OVERFLOW SCUPPER.

RE: 2/S-7 (1 OF 7)

'-0

79'-6"

'-0

61'-0"

NEW ROOF ACCESS

LADDER. RE: 2/S-9

NEW ROOF ACCESS

LADDER. RE: 2/S-9

'-4

9'

-8

22'-0"12'-0"

9' -8

'-4

14'-6"

VERIFY AT SITE

VERIFY AT SITE

S-3

TYPICAL

NEW ROOF ACCESS

LADDER. RE: 1/S-9

C O

O R

D

IN

AT

E

W / C

IT

Y

ST

AF

F

SL

O

PE

1/

8" T

O

'-0

NEW ROOFING

NEW ROOF

INSTALL NEW

ROOF DRAIN

(TYP.)

RE: 3/S-9

NEW ROOFING

7' -8

12'-10"

8' -0

8' -0

N

EW

R O

O F

N

EW

R O

O F

GALVANIZED

OVERFLOW SCUPPER.

RE: 3/S-8

GALVANIZED

OVERFLOW SCUPPER.

RE: 3/S-8

GALVANIZED

OVERFLOW SCUPPER.

RE: 3/S-8

INSTALL NEW

ROOF DRAIN

(TYP.)

RE: 3/S-9

ROOF #3

ROOF #1

NEW ROOF

S-3

S-3

TYPICAL

S-3

TYPICAL

ROOF PENETRATION

(TYP.) RE: 4/S-9

ROOF PENETRATION

(TYP.) RE: 4/S-9

ROOF PENETRATION

(TYP.) RE: 4/S-9

ROOF PENETRATION

(TYP.) RE: 4/S-9

S-7

S-8

S-7

S-8

S-7

GALVANIZED

OVERFLOW SCUPPER.

RE: 3/S-8

S-7

GALVANIZED

OVERFLOW SCUPPER.

RE: 2/S-7

GALVANIZED

OVERFLOW SCUPPER.

RE: 2/S-7

1'-0"

INSTALL NEW

ROOF DRAIN

(TYP.)

RE: 3/S-9

SLOPE 1/8" TO 1'-0"

SL

O

PE

/8 " T

O

'-0

SLOPE 1/8" TO 1'-0" SLOPE 1/8" TO 1'-0"SLOPE

1/8" TO 1'-0"

EXISTING RTU

TO REMAIN

NEW ROOFING

NEW ROOFING

ROOF #2

INSTALL NEW

ROOF DRAIN

(TYP.)

RE: 3/S-9

SL

O

PE

/8 " T

O

'-0

SL

O

PE

/8 " T

O

'-0

SL

O

PE

/8 " T

O

'-0

SLOPE 1/8" TO 1'-0"

SLOPE 1/8" TO 1'-0" SLOPE 1/8" TO 1'-0"

SL

O

PE

/8 " T

O

'-0

SL

O

PE

/8 " T

O

'-0

SL

O

PE

/8 " T

O

'-0

SL

O

PE

/8 " T

O

'-0

SLOPE

1/8" TO 1'-0"

SL

O

PE

1/

8" T

O

'-0

SL

O

PE

1/

8" T

O

'-0

SL

O

PE

1/

8" T

O

'-0

SLOPE

1/8" TO 1'-0"

BUILT PARAPET WALL

MINIMUM 14" ABOVE

CONCRETE DECK.

(SEE DETAIL 1/S-8)

VERIFY EXISTING SIZE OF

DOWNSPOUT. MIN 12 SQ

IN. REQUIREMENT.

ROOF PLAN1

S-6 SCALE: NTS NORTH

S-6

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

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S S I O N A L E N G

I

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E R

S T

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E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

NEW ROOF

PLAN

BID SET 04-28-2026

03 REFERENCE PHOTO OF ROOF #3

02 REFERENCE PHOTO OF ROOF #2

01 REFERENCE PHOTO OF ROOF #1

REFERENCE PHOTOS2

S-6 SCALE: NTS

NOTE:

ALL DIMENSIONS TO BE

VERIFIED AT SITE PRIOR TO

EXECUTIONS / CONSTRUCTION.

BASE FLASHING

OVER 4" CANT STRIP

SLOPE ROOF TO

ROOF DRAIN

8"x16" POWDER COATED

ALUMINUM OVERFLOW

SCUPPER @ 3" ABOVE

LOW POINT OF ROOF

ELEV.:

L.P OF ROOF

(SEE ROOF PLAN) EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

2"

ROOF AS PER

DETAIL 1/S-4

EXISTING BUILDING

STRUCTURE

CONT. 2x8 PT WOOD

NAILER

CONT. 20 GA. ALUM.

CAP FLASHING

FASTENED TO METAL

CLEAT AND KEEPER

STRIP EXTEND BASE ROOFING

MEMBRANE OVER

PARAPET (TYP)

SLOPE

ELEV.:

T.O PARAPET

14'-6" VIF

EXTEND ROOF

MEMBRANE TO TOP

OF PARAPET (TYP)

VULKEM PRIMER &

SEALANT

EXISTING BUILDING

STRUCTURE

CONT. 2x10 PT WOOD

NAILER

CONT. 20 GA. ALUM.

CAP FLASHING

FASTENED TO METAL

CLEAT AND KEEPER

STRIP

EXTEND BASE ROOFING

MEMBRANE OVER

PARAPET (TYP)

5" CONT. FIBER CANT

STRIP

SLOPE

RE-ROOF WITH 4-PLYS TORCH

DOWN BUILT-UP ROOFING

OVER R-19 TAPERED

INSULATION ON EXISTING 5/8"

EXTERIOR GRADE APA

PLYWOOD DECK

EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

SLOPE AS PER PLAN

NOTE:

VERIFY CONDITION OF EXISTING

EXTERIOR SUBSTRATE PRIOR

TO RECOVERY BOARD AND

BASE SHEET INSTALLATION

ELEV.:

T.O PARAPET

14'-6" VIF

6" V

IF

EXISTING MASONRY

WALL

CONT. 20 GA. ALUM. CAP FLASHING

FASTENED TO METAL CLEAT AND

KEEPER STRIP

CONT. FIBER CANT

STRIP

EXTEND BASE ROOFING

MEMBRANE OVER

PARAPET (TYP)

RE-ROOF WITH 4-PLYS TORCH

DOWN BUILT-UP ROOFING

OVER R-19 TAPERED

INSULATION ON EXISTING

CONCRETE DOUBLE TEE. (

ELEVATION MATCH WITH

EXISTING)

8" VIF

ELEV.:

T.O EXISTING PARAPET

=+16'-0" VIF

CONT. 6" WIDE-18 GAUGE GALVANIZED

TOP AND BOTTOM TRACK

CONT. 10" WIDE -18 GAUGE

GALVANIZED METAL STUD @ 16" O.C.

CONT. 2"x10" P.T. WOOD

WIRE LATH W/ 5/8" MIN.

STUCCO

CONT. 2"X5" PT. WOOD

SLOPE

8" M

IN

VA

R

IE

S

SEE PLAN FOR SLOPE

1' -2

" M

IN

NOTE:

ALL ATTACHMENTS

1. #12 TEK SCREW FOR TRACK TO STUD @ 12" O.C.

2. 3/16"Ø TAPCON SCREWS FOR TRACK OR WOOD TO

MASONRY @ 12" O.C.

3. WOOD SCREWS FOR WOOD TO WOOD @ 12" O.C.

S-7

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

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P R

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S S I O N A L E N G

I

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DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

ROOFING DETAILS

OVERFLOW SCUPPER DETAIL2

S-7 SCALE: NTS

SECTION DETAIL1

S-7 SCALE: NTS

S-7 SCALE: NTS

EXISTING ROOFING EDGE AT ROOF #1

EXISTING ROOFING EDGE AT ROOF #3

EXISTING OVERFLOW AT OUTER SIDE WALL OF ROOF #1& #3

EXISTING ROOFING EDGE AT ROOF #2

TYPICAL SECTION DETAIL

NOTE:

CONDUCTOR HEAD IS SET MAXIMUM 4"

ABOVE LOW POINT OF SCUPPER TO

PROVIDE PRIMARY DRAINAGE &

EMERGENCY OVERFLOW DRAINAGE AT

THE SAME LOCATION.

CTRFLASHING TRIM

& FORM ENDCAPS @

SCUPPER OPENING

BASE FLASHING TRIM

@ SCUPPER OPENING

SEALANT @ SCUPPER TO

TILT PANEL

22 GA POWDER COATED

ALUMINUM SCUPPER W/

1/2" OUTER HEM & 4"

FULLY SOLDERED ROOF

FLANGE

24 GA POWDER COATED

ALUMINUM HEADER

MIN. 12 SQ IN, 26 GA POWDER

COATED ALUMINUM

DOWNSPOUT ANCHOR TO WALL

W/ 22 GA GALV STRAPS &

THREADED MASONRY

FASTENERS @ 10' O.C.

ELEV.:

L.P OF ROOF

(SEE ROOF PLAN)

4"

OVERFLOW OPENING

O

VE

R

FL

O W

O

PE

N

IN

G

EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

ROOF AS PER DETAIL

3/S-4

VULKEM PRIMER & SEALANT

CONT. 20 GA. ALUM. CAP FLASHING FASTENED

TO METAL CLEAT AND KEEPER STRIP

CONT. FIBER CANT STRIP

EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

SLOPE AS PER PLAN

EXISTING CONCRETE DOUBLE TEE

EXISTING CONCRETE TIE BEAM

PROVIDE CONT. BEAD OF

EXT. GRADE SEALANT.

24 GA. POWDER COATED ALUMINUM SPRINGLOCK

FLASHING FASTENED W/ HURRICANE CLIPS @ 36" O.C.

EXTEND BASE

ROOFING MEMBRANE

OVER PARAPET (TYP)

RE-ROOF WITH 4-PLYS TORCH DOWN BUILT-UP ROOFING

OVER R-19 TAPERED INSULATION ON EXISTING CONCRETE

DOUBLE TEE. ( ELEVATION MATCH WITH EXISTING)

NOTE:

VERIFY CONDITION OF EXISTING EXTERIOR

SUBSTRATE PRIOR TO RECOVERY BOARD

AND BASE SHEET INSTALLATION

6" V

IF

1'

-6 " V

IF

1' -2

" M

IN

WIRE LATH W/ 5/8" MIN. STUCCO

EXISTING WOOD FRAME

RE-ROOF WITH 4-PLYS TORCH

DOWN BUILT-UP ROOFING OVER

R-19 TAPERED INSULATION ON

EXISTING 5/8" EXTERIOR GRADE

APA PLYWOOD DECK

ELEV.:

T.O EXISTING PARAPET

=+16-0" VIF

8" M

IN

2' -0

1 2" V

IF

SLOPE (SEE NEW ROOF PLAN)

S-8

1' -2

" M

IN

CONT. 12" WIDE -18 GAUGE

GALVANIZED METAL

STUD @ 16" O.C.

1'-10" (VIF)

CONT. 2"x8" P.T. WOOD

EXISTING WOOD FRAME

TAPCON @ 6" O.C STAGGERED

SLOPE

CONT. 12" WIDE-18 GAUGE

GALVANIZED BOTTOM TRACK

CONT. 2"x12" P.T. WOOD

CONT. 12" WIDE-18 GAUGE

GALVANIZED TOPTRACK

EXISTING CONCRETE DOUBLE TEE

ELEV.:

T.O EXISTING SLAB

=+15'-6" VIF

CONT. 10" WIDE -18 GAUGE

GALVANIZED METAL STUD @ 16" O.C.

CONT. 2"x8" P.T. WOOD

CONT. 10" WIDE-18 GAUGE GALVANIZED

BOTTOM TRACK

CONT. 2"x10" P.T. WOOD

CONT. 10" WIDE-18 GAUGE

GALVANIZED TOP TRACK

8" M

IN

VA

R

IE

S

NOTE:

ALL ATTACHMENTS

1. #12 TEK SCREW FOR TRACK TO STUD @ 12" O.C.

2. 3/16"Ø TAPCON SCREWS FOR TRACK OR WOOD TO

MASONRY @ 12" O.C.

3. WOOD SCREWS FOR WOOD TO WOOD @ 12" O.C.

10"1'-0"

S-8

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I

N E

E R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

ROOFING DETAILS

TYPICAL SECTION DETAIL1

S-8 SCALE: NTS

OVERFLOW SCUPPER DETAIL3

S-8 SCALE: NTS

EXISTING OVERFLOW SCUPPER @ ROOF #2

EXISTING ROOFING BETWEEN ROOF #2 & #3

EXISTING ROOFING BETWEEN ROOF #1 & #2

EXISTING OVERFLOW SCUPPER @ ROOF #2

BID SET 04-28-2026

TYPICAL DETAIL SECTION ( FRAMING)2

S-8 SCALE: NTS

EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

2'-3"

2'-0"

3/4"x 2-1/2" ALUMINUM

LADDER ATTACHED TO

EXTERIOR FACE OF WALL W/

2- 2" X 3/16" ALUMINUM WALL

BRACKETS. ATTACH TO TILT

WALL W/ 3/16" x 4" TAPCON

FASTENERS

O

VE

R

AL

L

LA

D D

ER

H

EI

G

H T

- V

IF

VA

R

IE

S

1' -0

(M

AX

6"x8"x1/4"ALUMINUM

PLATE WITH (4)

TAPCON

WELD TO BASE

PLATE

8" M

IN

O

VE

R

AL

L

LA

D D

ER

H

EI

G

H T

(V

ER

IF

Y)

F.

T

O T

O P

O F

PA

R

AP

ET

2'-71 2"

8' -0

4'

-0

4' -0

VA

R

IE

S

TO

P H

O O

P

3' -6

3' -7

1 2"

2'-0"

1' -0

(T

YP

TYP. ALUMINUM SERRATED

RUNGS 1 1/4"Ø

4" X 1 3/8" X 3/16" 2" LG.

ALUM. ANGLE FLOOR

BRACKET

3/16" AL. WALL

BRACKET

SAFETY END

CAP

VARIES

EXISTING

MASONRY WALL

EXISTING TIE

BEAM (VIF)

M

IN

.8

POURABLE SEALER

SHAPED TO SHED

WATER.

3" MIN.

2" M

IN

. 1"

EXISTING ROOF

STRUCTURE A PER

ROOF FRAMING PLAN

FLASHING CLAMP

DEVICE & GRAVEL

STOP

FELT STRIPPING

4 # MIN. LEAD

FLASHING FLANGE

(8" MIN.) SET IN

FLASHING CEMENT

R.W.L. ROOF FILL SEE

ROOF SPECS

SLOPE 1/8" TO 1'-0"

STRAINER

SLOPE 1/8" TO 1'-0"

MIN. 12 SQ IN

REQUIREMENT

1/4" GALVANIZED SHEET

PLATE WELDED TO 1.5"

22 GAUGE DECK W/ 1/8"

FILLED WELD W/ 1/4" Ø -

2" LONG TAPCON

SCREW @ 8" O.C

48" MAX - VIF

LIGHTWEIGHT CONCRETE FILL, 200 PSI

SUPPORTED ON 1-1/2" 22 GAUGE, TYPE B

AS MANUFACTURED BY "VULCRAFT" OR

APPROVED EQUAL,

EXISTING DOUBLE

TEE (TYP)

CL CL

1/4" GALVANIZED SHEET

PLATE WELDED TO 1.5"

22 GAUGE DECK W/ 1/8"

FILLED WELD W/ 1/4" Ø -

2" LONG TAPCON

SCREW @ 8" O.C

EXISTING DOUBLE

TEE (TYP)

1/4" Ø - 2" LONG TAPCON

SCREW @ 8" O.C (TYP)

1/4" GALVANIZED SHEET

PLATE WELDED TO 1.5" 22

GAUGE DECK W/ 1/8"

FILLED WELD

1-1/2" 22 GAUGE,

TYPE B AS

MANUFACTURED

BY "VULCRAFT" OR

APPROVED EQUAL,

NEW ROOFING

13 1/2"

SAFETY HOOPS

STANDARD

1" X 3" X 1/8" ALUM. FRAME ALLOY

6063-T5

1 1/4" X 4 1/8" ALUM. SERRATED

TREAD ALLOY 6061-T6

2' -0

2' -3

2'-7"

13 1/2"

2'-0"

9" 1"

1" 7"

11 4"

43 4"

1" 33 4"

3 4"

(L

AD

D

ER

W

ID

TH

43 4"

1" 33 4"

2"

9 16

7"

2"

3/16" EXTRUDED

ALUMINUM BRACKET

ALLOY 6061-T6 ONE

EACH SIDE

(2) 1/4" X 3/4" S.S.

BOLT WITH

NUT & LOCK

WASHER

(2) 5/8" S.S.

EPOXY (SIKADUR

EPOXY GEL)

BOLTS

NL-1 ALUM. EXTRUDED

LADDER RAIL ALLOY

6063-T5

NL-2 EXTRUDED

ALUMINUM COVER

PLATE ALLOY 6063-T5

NL-2 EXTRUDED ALUMINUM

CHANNEL RAIL ALLOY 6063-T5

(2) #12 X 1 1/2" H.H. S.S. SELF

TAPPING SCREW AT EACH END

(2) 1/4" X 3/4" S.S.

BOLT W/NUT AND

L.W.

(2) 7/16"Ø HOLE FOR (2) 3/8" S.S.

ANCHOR BOLTS

3/16" EXTRUDED

ALUMINUM BRACKET

ALLOY 6061-T6 ONE

EACH SIDE

(2) 5/8" S.S. EPOXY

(SIKADUR EPOXY

GEL) BOLTS

(2) 1/4" X 3/4" S.S.

BOLT W/NUT

AND L.W.

7"

MINIMUM

NL-1 EXTRUDED

ALUMINUM CHANNEL

RAIL ALLOY 6063-T5

(2) #12 X 1 1/2" H.H.

S.S. SELF TAPPING

SCREW AT EACH END

1 1/4" SQ. EXTRUDED

ALUM. SERRATED RUNG

ALLOY 6061-T6

S-9

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

O F

E

S S I O N A L E N G

I N

E E

R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

ACCESS LADDER

AND ROOF

PENETRATION

ROOF ACCESS LADDER1

S-9 SCALE: NTS

ROOF PENETRATION4

S-9 SCALE: NTS

DRAIN DETAIL3

S-9 SCALE: NTS

FRONT ELEVATION SIDE ELEVATION

SECTION DETAIL5

S-9 SCALE: NTS

ROOF ACCESS LADDER2

S-9 SCALE: NTS

FLATFORM PLAN

REFERENCE PHOTO

REFERENCE PHOTO ( ACCESS HATCH TO BE REMOVED

REFERENCE PHOTO

REFERENCE PHOTO

TOP BRACKET - TOP VIEWTOP BRACKET - SIDE VIEW

BID SET 04-28-2026

AutoCAD SHX Text C

AutoCAD SHX Text

ROOF PENETRATION

AutoCAD SHX Text

PENETRATION PAN

AutoCAD SHX Text

CEMENTITIOUS FILL

AutoCAD SHX Text

E.P.D.M. FORMFLASH

AutoCAD SHX Text

APPROVED FASTENER

AutoCAD SHX Text

WATER BLOCK

AutoCAD SHX Text

LAP SEALENT

VEHICLE BAY

BLDG.

EQUIPMENT

BLDG.

8.7'8.7'

8.

7'

8.

7'

2.

9'

2.

9'

8.

7'

8.

7'

2.

9'

2.

9'

2.9'

2.9'

8.

7'

8.

7'

2.9'

2.9'

8.7'

8.7'

DORMITORY

BLDG.

8.4' 8.4'

2.

8'

2.

8'

2.

8'

2.

8'

3.1'

3.

1'

9.

3'

9.3'

2 2

3.1'

3.

1'

9.

3'

3.1'

3.

1'

3.

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9.3' 9.3'

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S-10

Project Name:

Drawing Title

AS NOTED

220601

04-28-26

EMS

FIRESTATION

NO.1 WIND

MITIGATION

CITY OF DANIA

BEACH

116 WEST DANIA

BEACH BLVD,

DANIA BEACH, FLORIDA

LN

LN

Design:

Job Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS

INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY

OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND

SHALL NOT BE REPRODUCED

OR COPIED, IN WHOLE OR IN

PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT

OF "LYE" AND MAY NOT BE

USED OR REFERENCED FOR

ANY OTHER PROJECT.

INFORMATION CONTAINED

HEREIN REPRESENTS

PROPRIETARY INFORMATION OF

LAKDAS/YOHALEM ENGINEERING

INC. AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED

TO OTHERS.

LAKDAS/YOHALEM ENGINEERING,

INC. SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN

THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT

RETAINED IN THIS CAPACITY,

LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR

THE RECOMMENDATIONS

PROVIDED IN THESE DOCUMENTS.

e-mail: lye@lyengineering.com

Revision

NO. Description Date

L A

K D

A S

N A N A Y A K

K A

R A

P R

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E

S S I O N A L E N G

I N

E E

R

S T

A T

E O F F L O

R I

D A

P.E. # 037590

DRY RUN

NOT FOR CONSTRUCTION

ELEVATIONS ARE IN NAVD 88

ROOF DESIGN WIND

PRESSURES AND

GENERAL NOTES

ROOF DESIGN WIND PRESSURES1

S-10 SCALE: NTS

ZONE 1 ZONE 2 ZONE 3

DORMITORY

BLDG.

+28

WIND PRESSURES

ZONE 1 ZONE 2 ZONE 3

PRESSURES (PSF)

(ULTIMATE)

PRESSURES (PSF)

(ALLOWABLE)

-108

+28

-143

+28

-191

VEHICLE BAY

BLDG.

EQUIPMENT

BLDG.

BUILDING

+17

-65

+17

-86

+17

-115

+28

-108

+28

-143

+28

-191

+17

-65

+17

-86

+17

-115

+28

-109

+28

-144

+28

-188

+17

-66

+17

-87

+17

-113

BID SET 04-28-2026

GENERAL NOTES:

1. ALL ALUMINUM AND ACCESORIES SHALL COMPLY WITH THE FOLLOWING

CODES:

FLORIDA BUILDING CODE (FBC) 2023 (8th EDITION), AND ASCE 7-22.

LOADING

DEAD LOAD = 15 PSF

LIVE LOAD = 25 PSF

MISCELANEOUS = 10 PSF

50 PSF

ROOF DESIGN LOADS (SIMILAR AS FLOOR PLAN FOR FUTURE USE)

DEAD LOAD = 91 PSF

SUPERIMPOSED DEAD = 25 PSF

LIVE LOAD = 30 PSF

WIND

WIND SPEED = 187 MPH

EXPOSED = C

CATEGORY = III

2. BUILT-UP ROOF SHALL HAVE BUILT-UP ROOFS SHALL HAVE A DESIGN SLOPE

OF NOT LESS THAN ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL

(2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT FOR COAL-TAR BUILT-UP

ROOFS THAT SHALL HAVE A DESIGN SLOPE OF NOT LESS THAN ONE-EIGHTH

UNIT VERTICAL IN 12 UNITS HORIZONTAL (1-PERCENT SLOPE)

3. RER MATERIAL STANDARDS. BUILT-UP ROOF COVERING MATERIALS SHALL

COMPLY WITH THE STANDARDS IN TABLE 1507.10.2 OR UL 55A.

TABLE 1507.10.2

BUILT-UP ROOFING MATERIAL STANDARDS

ASPHALT-COATED GLASS FIBER BASE SHEET ASTM D4601

ASPHALT COATINGS USED IN ROOFING ASTM D1227; D2823; D2824;

D4479

ASPHALT GLASS FELT ASTM D2178

ASPHALT PRIMER USED IN ROOFING A STM D41

ASPHALT-SATURATED AND ASPHALT-COATED

ORGANIC FELT BASE SHEET ASTM D2626

COAL-TAR PRIMER USED IN ROOFING,

DAMPPROOFING AND WATERPROOFING ASTM D43

GLASS MAT, VENTING TYPE ASTM D4897

MINERAL-SURFACED INORGANIC CAP SHEET ASTM D3909

4. MODIFIED BITUMEN ROOFCOVERINGS SHALL COMPLY WITH ASTM D6162,

ASTM D6163, ASTM D6164, ASTM D6222, ASTM D6223, ASTM D6298 OR ASTM

D6509.

CONCRETE:

1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS:

A FOUNDATIONS 4000 PSI

B STRUCTURAL SLAB ON GRADE 4000 PSI

C COLUMNS 4000 PSI

D GRADE BEAMS 4000 PSI

E TIE BEAMS 4000 PSI

F STRUCTURAL BEAMS 4000 PSI

G STRUCTURAL SLABS 4000 PSI

H MASONRY GROUT 3000 PSI

ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE.

2 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH OF :

A 3000 PSI @28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD.

B SLUMPS SHALL BE 3 MINIMUM AND 5 MAXIMUM.

C CONCRETE SHALL HAVE 3 +/- 1.5 PERCENT AIR ENTRAINMENT.

D ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55.

E JOB SITE WATER SHALL NOT BE ADDED.

3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318 / LATEST EDITION), THE ACI DETAILING MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION).

4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION.

5 WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED

AT 3'-0" ON CENTER.

6 REQUIREMENTS:

A ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET

STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60.

B W.W.F. SHALL COMPLY WITH ASTM A 185.

7 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL W.W.F.

A MINIMUM OF 6" UNLESS OTHERWISE NOTED.

8 REINFORCING BARS:

A AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE

(1)-#5 X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE.

B WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT

SHALL BE CONTINUOUS THRU THE COLUMNS.

C ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS

OTHERWISE NOTED.

9 CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID-SPAN AND KEY

JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT, ADDITIONAL SHEAR FRICTION REINFORCING.

11 CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE ACI 318-19

STANDARD.

A FLOOR - 11

2"

B STRUCTURAL BEAMS - 11

2"

C R/C COLUMNS - 2"

D COLUMN W/WALL - 2"

E GRADE BEAMS - 3 "

F PILES - 3"

MASONRY:

1 ALL MORTAR SHALL BE TYPE S OR TYPE M, IN

ACCORDANCE WITH ASTM SPECIFICATION C270

WITH A MINIMUM COMPRESSIVE STRENGTH OF

1,800 PSI AT 28 DAYS, (2,500 WITH TYPE M), FROM

FIELD OBTAINED TEST CUBES. (MIN. OF TWO) FILL

ALL MASONRY WALL BELOW FIRST LEVEL TO

FOUNDATION.

2 GROUT SHALL BE A HIGH SLUMP MIX IN

ACCORDANCE WITH ASTM SPECIFICATION C476

HAVING A MINIMUM COMPRESSIVE STRENGTH OF

3,000 PSI FROM FIELD OBTAINED TEST CUBES,

(MIN. OF TWO).

3 LAP ALL BARS MINIMUM 48 BAR DIAMETERS

UNLESS OTHERWISE NOTED ON DRAWINGS.

GENERAL NOTES2

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O

PE

SL

O

PE

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CORE 02

CORE 01

CORE…