Attachment_C_-_Snook_Haven_Outfitter_Building.pdf

PDF 8 MB Posted Nov 19, 2024

Attached to: Snook Haven Park Concession Services
Solicitation number: 242648MN
Issued by: Sarasota County, Florida

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A - OUTFITTER BUILDING

B - RESTROOM BUILDING

C - CONCESSIONS & DINING PAVILION

D - MUSIC STAGE

E - STORAGE BUILDING

F - FISHING PIER

PROJECT KEY

E B

F C

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

SITE LOCATION MAP

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

PROJECT TEAM

P R

O J E

C T

L E

U E

F O

M A

T R

E E

S U

S A

R A

S O

T A

, F L

S W

E E

T S

P A

R K

M A

N .C

O M

F L

A R

DRAWING SET:

C L

N T

A D

D R

E S

1/4" = 1'-0"

22716

COVER

GA001

SNOOK HAVEN PARK IMPROVEMENTS

5000 E. VENICE AVENUE, VENICE, FL 34292

SARASOTA COUNTY

5000 E. VENICE AVENUE, VENICE, FL 34292

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

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M E

N T

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S O

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C O

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JWB

TMS

JFO

OUTFITTER BUILDING

TABLE OF CONTENTS

ARCHITECT:

SWEET SPARKMAN ARCHITECTS &

INTERIORS

1819 MAIN ST, SUITE 400

SARASOTA, FL 34236

CONTACT: JOHN BRYANT

CONTACT TITLE: PRINCIPAL

PHONE: 941.952.0084

EMAIL: JBRYANT@SWEETSPARKMAN.COM

OWNER:

SARASOTA COUNTY

1001 SARASOTA CENTER BLVD.

SARASOTA, FL, 34240

CONTACT: BRAD GAUBATZ

CONTACT TITLE: OPERATIONAL MANAGER III

PHONE: 941.0861.0853

EMAIL: BGAUBATZ@SCGOV.NET

CONTACT: RONNIE HART

CONTACT TITLE: PROJECT MANAGER III

PHONE: 941.882.0605

EMAIL: RHART@SCGOV.NET

CIVIL ENGINEER:

BGE, INC.

551 N.CATTLEMEN ROAD, SUITE 104

SARASOTA, FL 34232

CONTACT: DANIEL J. BOND, P.E.

CONTACT TITLE: DIRECTOR, LAND/SITE

PHONE: 941.208.2008

EMAIL: DBOND@BGEINC.COM

LANDSCAPE ARCHITECT:

KIMLEY-HORN AND ASSOCIATES, INC.

1800 SECOND STREET, SUITE 900,

SARASOTA, FL 34236

CONTACT: KELSIE SHY, P.L.A.

CONTACT TITLE: LANDSCAPE ARCHITECT

PHONE: 941.379.7665

EMAIL: KELSIE.SHY@KIMLEY-HORN.COM

ENVIRONMENTAL CONSULTANT:

MONARCH ECOLOGY GROUP, LLC

3431 PINE VALLEY DRIVE

SARASOTA, FL 34239

CONTACT: KERRY MACNUTT

CONTACT TITLE: PRINCIPAL

PHONE: 941.374.6339

EMAIL: KMACNUTT@MONARCHECOLOGY.COM

STRUCTURAL ENGINEER:

HEES & ASSOCIATES + BENNETT & PLESS,

INC.

1381 5TH STREET,

SARASOTA, FLORIDA 34236

CONTACT: KARL HEES, P.E., S.I., F. ASCE

CONTACT TITLE: PRESIDENT

PHONE: 941.955.4555

EMAIL: KHEES@BENNETT-PLESS.COM

MEP ENGINEER:

CRAWFORD WILLIAM ENGINEERING, INC.

6989 PROFESSIONAL PARKWAY EAST,

SARASOTA, FL 34240

CONTACT: SCOTT CRAWFORD

CONTACT TITLE: CHIEF PRINCIPAL

PHONE: 941.907.0103

EMAIL: SCOTT@CRAWFORDWILLIAMS.COM

FOOD SERVICE:

FISHMAN & ASSOCIATES

143 EAST MIAMI AVENUE

VENICE, FL 34285

CONTACT: JENNIFER STOTT

CONTACT TITLE: FOOD SERVICE CONSULTANT

PHONE: 941.336.5037

EMAIL: JENNIFER@FISHMANINC.COM

GENERAL

ARCHITECTURAL

GA001 COVER

AA101 FLOOR PLAN & RCP - DEMOLITION

AA111 FLOOR PLAN, RCP & ROOF PLAN - RENOVATION

AA201 BUILDING ELEVATIONS

AA301 BUILDING AND WALL SECTIONS

AA501 PARTITION TYPES & DETAILS

AA601 SCHEDULES, LEGENDS & DETAILS

MYAKKA RIVER

A - OUTFITTER BUILDING

SHEET NOTES

NUMBERED NOTES SHOWN IN DRAWINGS ON THIS

SHEET APPLY ONLY TO THE NUMBERED NOTES IN

THE TABLE BELOW.

42' - 2"

TYP

7 7

EXISTING DOOR TO BE REMOVED

EXISTING WALLS TO BE REMOVED

EXISTING WALLS TO REMAIN

DEMOLITION WALL LEGEND

MOISTURE RESISTANT GYPSUM

BOARD CEILING

ACOUSTICAL PANEL CEILING

EXIT SIGN

WALL MOUNTED LIGHT FIXTURE

SPRINKLER

RECESSED LIGHT

2' X 2' LIGHT FIXTURE

CEILING FAN

CEILING ACCESS PANEL

WOOD COMPOSITE CEILING

SUSPENDED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

P R

O J E

L E

M A

T R

E E

S U

S A

R A

S O

T A

, F L

S W

E E

T S

P A

R K

M A

N .C

O M

F L

A R

T O

D D

M S

W E

E T

A R

DRAWING SET:

C L

N T

A D

D R

E S

As indicated

22716

FLOOR PLAN & RCP -

DEMOLITION

AA101

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

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JWB

TMS

JFO

OUTFITTER BUILDING

1/4" = 1'-0"

FLOOR PLAN - DEMOLITION

DEMOLITION NOTES:

1 REMOVE ALL EXISTING WINDOWS, DOORS, PARTITIONS,

AND FINISHES AS REQUIRED TO PREPARE BUILDING FOR

RENOVATION PER PLAN.

2 DEMO WALL AS SHOWN FOR NEW DOOR OPENING.

3 REMOVE MASONRY PLANTER.

4 REMOVE WINDOW SHUTTERS, TYP.

5 REMOVE CONCRETE WINDOW SILLS, TYP.

6 REMOVE EXISTING PLUMBING FIXTURE, REFER TO

PLUMBING.

7 REMOVE EXISTING APPLIANCES AND TURN OVER TO

OWNER.

1/4" = 1'-0"

REFLECTED CEILING PLAN - DEMOLITION

1 REMOVE EXISTING CEILING, INCLUDING LIGHT FIXTURES

AND MECHANICAL DEVICES.

REFLECTED CEILING PLAN DEMO NOTES:

N.T.S

LEGEND - REFLECTED CEILING

SHEET APPLY ONLY TO THE NUMBERED NOTES IN

THE TABLE BELOW.

AA301

STORAGE

102 CHECK IN / OUT

OFFICE

AA301

A.F.F.7' - 3"

A.F.F.7' - 3" A.F.F.7' - 3"

STORAGE

100A

AA2011

AA201

AA201 3

AA201

CHECK IN / OUT

STORAGE

AA301

42' - 2" (V.I.F.)

AA301

OFFICE

1E1A

(V .I.

1 1

TYP

AA301

10' - 5"

AA111

TYP

STORAGE

100A

4B 4B

4B4B

NEW CMU WALLS. FURRING/FACING

CONDITIONS MAY VARY BY TYPE

NEW STUD WALLS. FACING CONDITIONS

MAY VARY BY TYPE

CONC WALLS

EXISTING WALLS.

REFER TO AA501 FOR INTERIOR PARTITION TYPES.

REFER TO WALL SECTIONS FOR EXTERIOR WALL

ASSEMBLIES.

X-X

WALL LEGEND

MOISTURE RESISTANT GYPSUM

BOARD CEILING

ACOUSTICAL PANEL CEILING

EXIT SIGN

WALL MOUNTED LIGHT FIXTURE

SPRINKLER

RECESSED LIGHT

2' X 2' LIGHT FIXTURE

CEILING FAN

CEILING ACCESS PANEL

WOOD COMPOSITE CEILING

SUSPENDED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

AA301

TYP

AA301

TYP

A A

AA111

A A

BCS

TPD

SND

TPD

BCSSND

BCS

SND

TPD

MIR1

ULPP

M A

SOAP

DISPENSER

T O

O P

E N

SANITARY

NAPKIN

DISPENSER

PAPER TOWEL

DISPENSER/

WASTE RECEPT.

54" AT TOILET

SIDEWALLS,

36" BEHIND

TOILETS

GRAB BARS

TANK TOILET & TOILET

PAPER DISPENSER

FLUSH VALVE TOILET &

TOILET PAPER DISPENSER

A X

O P

O F

S E

A T

A X

T O

P O

F S

E A

18" MAX.

(FRONT) (SIDE)(FRONT) (SIDE)

18" MAX.

3' - 0 1/64"

F O

R W

A R

D R

E A

C H

E R

E A

C H

ROBE HOOKS

V A

ACCESSORY MOUNTING HEIGHT LEGEND

T O

B .O

E F

S U

R F

A C

A X

MIRROR

P E

N P

O S

LAV.

ULPP

HAND DRYER WASTE

RECEPTACLE

O C

O N

T R

O L

BABY CHANGING

STATION

(W A

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

P R

O J E

L E

M A

T R

E E

S U

S A

R A

S O

T A

, F L

S W

E E

T S

P A

R K

M A

N .C

O M

F L

A R

T O

D D

M S

W E

E T

A R

DRAWING SET:

C L

N T

A D

D R

E S

As indicated

22716

FLOOR PLAN, RCP &

ROOF PLAN -

RENOVATION

AA111

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

V E

M E

N T

S A

R A

S O

T A

C O

U N

T Y

E N

A V

E N

U E

E N

JWB

TMS

JFO

OUTFITTER BUILDING

1/4" = 1'-0"

REFLECTED CEILING PLAN - RENOVATION

1/4" = 1'-0"

FLOOR PLAN - RENOVATION

FLOOR PLAN NOTES:

N.T.S

LEGEND - REFLECTED CEILING

1 LOUVER, REFER TO MECHANICAL.

2 WALL GRAPHIC.

3 DASHED LINE INDICATED ROOF LINE OVERHEAD.

4 WOOD COMPOSITE DECKING.

5 EXHAUST FAN, REFER TO MECHANICAL.

6 THROUGH WALL AIR CONDITIONER, REFER TO

MECHANICAL.

7 DOWNSPOUT, TYP.

1 MOISTURE RESISTANT GYPSUM BOARD

REFLECTED CEILING PLAN NOTES:

1/4" = 1'-0"

OUTFITTER'S CABIN - ROOF PLAN

ROOF PLAN NOTES:

1 EXISTING ROOFING SYSTEM TO REMAIN.

2 NEW HALF ROUND GUTTERS WITH DOWNSPOUTS, TYP.

3 NEW FIBER CEMENT TRIM.

1/4" = 1'-0"

RESTROOM PLAN

1/4" = 1'-0"

RESTROOM ELEVATION A

1/4" = 1'-0"

RESTROOM ELEVATION B

1/4" = 1'-0"

RESTROOM ELEVATION C

1/4" = 1'-0"

RESTROOM ELEVATION D

OFOI: OWNER FURNISH, OWNER INSTALL

OFCI: OWNER FURNISH, CONTRACTOR INSTALL

CFCI: CONTRACTOR FURNISH, CONTRACTOR INSTALL

1. CONTRACTOR TO FURNISH AND INSTALL CONCEALED WOOD BLOCKING

(WITHIN WALLS) AS REQUIRED TO FIRMLY SECURE WALL-MOUNTED

EQUIPMENT AND/OR ACCESSORIES. ALL WOOD BLOCKING IN CONTACT WITH...

NOTES:

ULPP UNDER LAVATORY PIPE PROTECTION

SEE ACC. MOUNTING

HEIGHT LEGEND

C-FCI

TPD TOILET PAPER DISPENSER

SEE ACC. MOUNTING

HEIGHT LEGEND

O-FCI

SND SANITARY NAPKIN DISPOSAL

SEE ACC. MOUNTING

HEIGHT LEGEND

C-FCI

SD SOAP DISPENSER

SEE ACC. MOUNTING

HEIGHT LEGEND

O-FCI

PTD PAPER TOWEL DISPENSER

SEE ACC. MOUNTING

HEIGHT LEGEND

O-FCI

MIR1 MIRROR

SEE ACC. MOUNTING

HEIGHT LEGEND

C-FCI

BCS BABY CHANGING STATION

SEE ACC. MOUNTING

HEIGHT LEGEND

C-FCI

GB GRAB BAR

SEE ACC. MOUNTING

HEIGHT LEGEND

C-FCI

ITEM DESCRIPTION MOUNTING HEIGHT BY

ACCESSORIES SCHEDULE

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

TYP

AA301

TYP

12 12

TYP

7.62 NAVD

OUTFITTER - F.F.

AA301

14.95 NAVD

OUTFITTER - ROOF BRG.

AA301

TYP

7.62 NAVD

OUTFITTER - F.F.

AA301

14.95 NAVD

OUTFITTER - ROOF BRG.

AA301

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

AA301

TYP

11 13

SHEET NOTES

NUMBERED NOTES SHOWN IN DRAWINGS ON THIS

SHEET APPLY ONLY TO THE NUMBERED NOTES IN

THE TABLE BELOW.

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

EAST ELEVATION

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

P R

O J E

L E

M A

T R

E E

S U

S A

R A

S O

T A

, F L

S W

E E

T S

P A

R K

M A

N .C

O M

F L

A R

DRAWING SET:

C L

N T

A D

D R

E S

As indicated

22716

BUILDING ELEVATIONS

AA201

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

V E

M E

N T

S A

R A

S O

T A

C O

U N

T Y

E N

A V

E N

U E

E N

JWB

TMS

JFO

OUTFITTER BUILDING

ELEVATION NOTES:

1 EXISTING ROOF SYSTEM.

2 HALF ROUND 26 GAUGE GALVALUME GUTTER WITH

DOWNSPOUTS.

3 LISTED AND APPROVED FIBER CEMENT CLADDING AND

TRIM SYSTEM.

4 LISTED AND APPROVED FIBER CEMENT TRIM MEMBERS

OVER EXPOSED PT LUMBER FRAMING.

5 WALL GRAPHIC. VERBIAGE AND IMAGE TO BE DETERMINED.

6 CUSTOM RAILING WITH WOOD COMPOSITE PICKETS, 2X12

TOP RAIL, AND EXPOSED PT LUMBER FRAMING MEMBERS.

7 DASHED LINE INDICATES LOUVERS BEYOND FIBER CEMENT

CLADDING, REFER TO MECHANICAL.

8 LIGHT FIXTURE, REFER TO ELECTRICAL.

9 NEW FAN, REFER TO ELECTRICAL.

10 METAL SIGN.

11 EXISTING VENT.

12 EXPOSED WOOD FRAMING. REFER TO STRUCTURAL.

13 FASCIA AND METAL DRIP EDGE.

14 EXISTING ELECTRICAL EQUIPMENT.

15 PAINT EXPOSED CONCRETE.

16 THROUGH WALL AIR CONDITIONER, REFER TO

MECHANICAL.

17 HEIGHT TO BOTTOM OF SIDING ABOVE GRADE PER

MANUFACTURER. BEGIN AT HIGHEST POINT.

18 LISTED AND APPROVED OPERABLE ALUMINUM WINDOW.

SHEET APPLY ONLY TO THE NUMBERED NOTES IN

THE TABLE BELOW.

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

STORAGE

CHECK IN / OUT

1 1

AA301

Sim

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

CHECK IN / OUT

AA301

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

487 SF

STORAGE

OFFICE

AA301

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

NEW WOOD COMPOSITE

FLOORING ON 2X PT

FRAMING PER STRUCTURAL.

EXISTING CONCRETE SLAB

AND FOUNDATION.

NEW FIBER CEMENT BOARD SYSTEM

AND 2X PT FRAMING PER

SPECIFICATION.

EXISTING ROOF SYSTEM TO REMAIN.

NEW ALUM. DRIP EDGE

FLASHING AND HALF-

ROUND GUTTER.

NEW FIBER

CEMENT TRIM. CEILING AS SCHEDULED ON

PT FURRING STRIPS.

NEW WOOD BEAM PER

STRUCTURAL.

EXISTING WOOD COLUMN PER

STRUCTURAL.

WOOD FURRING AS REQUIRED.

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

CEILING AS SCHEDULED.

NEW FIBER CEMENT TRIM.

EXISTING ROOF SYSTEM TO REMAIN.

NEW ALUM. DRIP EDGE FLASHING

AND HALF-ROUND GUTTER.

NEW FLUID APPLIED

WATERPROOFING OVER EXISTING

WOOD CONSTRUCTION.

NEW FIBER CEMENT BOARD AND

BATTEN SYSTEM PER SPECIFICATION.

FIELD FABRICATED BARN SHUTTER

EXISTING WOOD

STRUCTURE

EXISTING CONCRETE

SLAB AND FOUNDATION

NEW COMPOSITE

FLOORING

ALUMINUM FLASHING.

P E

R M

A N

7.62NAVD

OUTFITTER - F.F.

14.95NAVD

OUTFITTER - ROOF BRG.

NEW ALUM. DRIP EDGE FLASHING

AND HALF-ROUND GUTTER.

EXISTING ROOF SYSTEM TO REMAIN.

EXISTING CMU WALL AND

FOUNDATION.

NEW LOUVER, REFER TO

MECHANICAL

NEW FLUID APPLIED WATERPROOFING

OVER EXISTING CONSTRUCTION.

NEW FIBER CEMENT BOARD AND

BATTEN SYSTEM PER SPECIFICATION.

NEW FIBER CEMENT TRIM.

FIBER CEMENT BATTEN OVER

LOUVER OPENING.

CEILING AS SCHEDULED.

EXISTING CONCRETE

SLAB

NEW WOOD BLOCKING AS REQUIRED.

NEW ALUMINUM

FLASHING

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

T F

O R

C O

N S

T R

U C

P R

O J E

L E

M A

T R

E E

S U

S A

R A

S O

T A

, F L

S W

E E

T S

P A

R K

M A

N .C

O M

F L

A R

DRAWING SET:

C L

N T

A D

D R

E S

As indicated

22716

BUILDING AND WALL

SECTIONS

AA301

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

V E

M E

N T

S A

R A

S O

T A

C O

U N

T Y

E N

A V

E N

U E

E N

JWB

TMS

JFO

OUTFITTER BUILDING

SECTION NOTES:

1/4" = 1'-0"

OC - BUILDING SECTION - LONGITUDINAL

1/4" = 1'-0"

BUILDING SECTION - TRANSVERSE

1/4" = 1'-0"

BUILDING SECTION - TRANSVERSE

3/4" = 1'-0"

WALL SECTION 1

3/4" = 1'-0"

WALL SECTION 2

3/4" = 1'-0"

WALL SECTION 3

1 EXISTING ROOF CONSTRUCTION TO REMAIN.

2 PAINT EXISTING BLOCK, REFER TO FINISH SCHEDULE.

TYPE 1 - STUD PARTITION WALL

TOP OF FLOOR

BASE PER FINISH SCHED.

METAL STUD FRAMING

(SIZE PER SCHEDULE)

A S

N O

T E

D P

A R

H E

CEILING AS

SCHEDULED

TYPE 2 - STUD PARTITION WALL - PARTIAL HEIGHT

TOP OF FLOOR

BRACE WALL TO

STRUCTURE OR DECK

TYPE 4 - FURRING WALL - NON-INSULATED

FIRE SAFING, BOTH

SIDES AT RATED

WALLS (TYP)

CEILING AS SCHEDULED

5/8" GWB (BOTH SIDES)

BASE PER FINISH SCHED.

METAL STUD FRAMING

(SIZE PER SCHEDULE)

5/8" GWB (BOTH SIDES)

BATT INSULATION FOR

SOUNDPROOFING

(UNLESS NOTED

OTHERWISE IN SCHED.)

TOP OF FLOOR

BOTTOM OF DECK

BASE PER FINISH SCHED.

METAL STUD FRAMING

(SIZE PER SCHEDULE)

5/8" GWB

EXTERIOR AND/OR

STRUCTURAL WALL. REFER

TO WALL SECTION AND

STRUCTURAL AS

APPROPRIATE.

ACOUSTICAL SEALANT

(BOTH SIDES), WHEN

BATT INSULATION IS

INDICATED

BATT INSULATION FOR

SOUNDPROOFING

(UNLESS NOTED

OTHERWISE IN SCHED.)

ACOUSTICAL SEALANT

(BOTH SIDES), WHEN

BATT INSULATION IS

INDICATED

ACOUSTICAL SEALANT

(BOTH SIDES), WHEN

BATT INSULATION IS

INDICATED

BOTTOM OF DECK

OR RATED ASSEMBLY

TYPE DESCRIPTION HEIGHT

FIRE

RATING

1-5/8" METAL STUD N/A6" ABV

CEILING

TYPE DESCRIPTION HEIGHT

FIRE

RATING

3-5/8" METAL STUD N/A6" ABV

CEILING

TYPE DESCRIPTION HEIGHT

FIRE

RATING

3-5/8" METAL STUD N/AFULL HT

TO DECK

6" METAL STUD N/AFULL HT

TO DECK

PARTITION TYPE NOTES

1. PARTITION TYPES ARE TAGGED ON THE FLOOR PLANS.

2. REFER TO WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES.

3. REFER TO “GYPSUM BOARD ASSEMBLIES” SPECIFICATION FOR FULL REQUIREMENTS

FOR GYPSUM BOARD ASSEMBLIES AND NON-LOAD-BEARING STEEL FRAMING MEMBERS

FOR GYPSUM BOARD ASSEMBLIES.

4. ALL STUDS AND FURRING CHANNELS ARE TO BE SPACED 16" O.C., UNLESS NOTED

OTHERWISE.

5. ALL PARTITIONS SHALL EXTEND FROM FLOOR SLAB OR DECK TO THE UNDERSIDE OF

THE STRUCTURAL DECK TO ACHIEVE COMPLETE CLOSURE, UNLESS NOTED OTHERWISE.

6. PARTITION TYPES DESCRIBE THE PRIMARY WALL MEMBER AND SHEATHING. REFER TO

FINISH SCHEDULE FOR ALL PARTITION FINISH DESIGNATIONS.

7. PROVIDE TYPE “M-R” MOISTURE RESISTANT GYPSUM BACKING BOARD IN ALL WET

AREAS, INCLUDING TOILET, LOCKER AND SHOWER ROOMS.

8. PROVIDE 1/2” CEMENT BOARD WITH WATER-RESISTANT COATING AS A SUBSTRATE FOR

WALL AREAS SCHEDULED TO RECEIVE TILE.

9. CONSTRUCTION OF FIRE RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF

GYPSUM BOARD, SHALL BE IN ACCORDANCE WITH U.L. SYSTEM ASSEMBLY OR OTHER

APPROVED ASSEMBLY TO ACHIEVE THE RATING INDICATED. PROVIDE FIRESTOPPING

PER FIRESTOPPING MANUFACTURER’S RECOMMENDATIONS FOR PENETRATIONS

THROUGH RATED WALLS.

10. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONS WHICH INTERSECT

THE STRUCTURE ABOVE, CAPABLE OF ACCOMMODATING UPWARD AND DOWNWARD

VERTICAL DISPLACEMENT OF PRIMARY STRUCTURE THROUGH POSITIVE MECHANICAL

ATTACHMENT TO STUD WEB. PROVIDE FIRE SAFING AT ALL SLIP JOINT CONNECTIONS IN

FIRE RATED PARTITIONS.

11. PROVIDE GYPSUM BOARD CONTROL JOINTS WHERE DESIGNATED ON THE INTERIOR

ELEVATIONS, AND ANYWHERE THERE IS A CONTINUOUS RUN OF GYPSUM BOARD THAT

IS GREATER THAN 30 FEET IN LENGTH. CONFIRM THE LOCATION OF ADDITIONAL

CONTROL JOINTS WITH THE ARCHITECTURE PRIOR TO INSTALLATION.

12. IN PARTITIONS WHERE BATT INSULATION FOR SOUNDPROOFING IS INDICATED, SEAL

CONSTRUCTION AT PERIMETERS, BEHIND CONTROL AND EXPANSION JOINNTS,

OPENINGS, AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT,

INCLUDING A BEAD AT BOTH FACES OF THE PARTITIONS.

13. AT METAL STUD WALLS, BLOCKING IS REQUIRED AT ALL WALL MOUNTED ITEMS

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING LOCATIONS:

A. WALL MOUNTED COUNTERS AND COUNTERTOP SUPPORTS

B. WALL MOUNTED ACCESSORIES AND EQUIPMENT

C. WALL MOUNTED DOORSTOPS

D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND/OR CLOSURES

E. TOILET ROOM PARTITIONS AND ACCESSORIES

F. WALL MOUNTED TV / MONITORS AND BRACKETS

FIRE RESISTANCE RATING OF CONCRETE MASONRY WALLS

PER FBC BUILDING TABLE 722.3.2, THE FIRE RESISTANCE RATING OF

WALLS AND PARTITIONS CONSTRUCTION OF CONCRETE MASONRY UNITS

SHALL BE BASED ON THE EQUIVALENT THICKNESS OF THE MASONRY

AND TYPE USED.

CALCAREOUS OR SILICEOUS GRAVEL AGGREGATE

1 HOUR RATING = 2.8” MINIMUM EQUIVALENT THICKNESS

2 HOUR RATING = 4.2” MINIMUM EQUIVALENT THICKNESS

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

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C L

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D R

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1 1/2" = 1'-0"

22716

PARTITION TYPES &

DETAILS

AA501

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

V E

M E

N T

S A

R A

S O

T A

C O

U N

T Y

E N

A V

E N

U E

E N

JWB

TMS

JFO

OUTFITTER BUILDING

1 1/2" = 1'-0"

PARTITION TYPES

FLUSH

P E

R S

C H

E D

PER SCHEDULE

FLUSH DOUBLE DOOR

WITH LOUVERS

6" 6"

P E

R S

C H

E D

PER SCHEDULE

FLUSH LOUVER

PER SCHEDULE

6" 6"

P E

R S

C H

E D

24"

FLUSH LOUVER

(ALTERNATE)

P E

R S

C H

E D

PER SCHEDULE

6" 6"

0' - 2"

0' - 2" 0' - 2"0' - 2"

1 2

GENERAL FINISH NOTES:

A. REFER TO WALL LEGEND, PLANS &/OR SECTIONS FOR FINISH SUBSTRATE.

B. WHERE 2 OR MORE FINISHES ARE SCHEDULED, SEE FLOOR PLAN, REFLECTED

CEILING PLAN, OR INTERIOR ELEVATIONS FOR EXTENTS.

C. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

D. ONLY FINISH NON PRE-FINISHED ITEMS.

FINISH SCHEDULE REMARKS:

1. ADD REMARKS AS NEEDED. PLACE NUMBER IN "REMARKS" COLUMN, AND THEN ADD

NOTE HERE.

GENERAL DOOR NOTES:

A. ALL HM AND WOOD DOORS ARE 1-3/4" THICKNESS UNLESS NOTED OTHERWISE.

B. ALL HM FRAMES ARE 2" WIDE & 5-3/4" DEEP UNLESS NOTED OTHERWISE IN

REMARKS. SEE TYPICAL FRAME ELEVATION BELOW. STOREFRONT AND

GLAZING SYSTEM FRAMES DEPTHS ARE BY MANUFACTURER.

C. REFER TO GLAZING SPECIFICATION FOR GLASS TYPES IN INTERIOR &

EXTERIOR DOORS.

DOOR SCHEDULE REMARKS:

1. PROJECT ALTERNATE: DOOR TYPE B

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

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22716

SCHEDULES,

LEGENDS & DETAILS

AA601

D E

N D

E V

E L O

P M

E N

S N

O O

K H

A V

E N

P A

R K

R O

V E

M E

N T

S A

R A

S O

T A

C O

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T Y

E N

A V

E N

U E

E N

JWB

TMS

JFO

OUTFITTER BUILDING

1/4" = 1'-0"

LEGEND - DOOR TYPES

1/4" = 1'-0"

LEGEND - TYPES DOOR FRAME

DOOR SCHEDULE - OUTFITTER

DOOR

NUMBER INT/EXT TYPE WIDTH HEIGHT MATERIAL FINISH

FIRE

RATING HARDWARE

FRAME

REMARKSTYPE MATERIAL FINISH

100 EXT A 3' - 0" 6' - 8" WD PNT N/A 1 HM PNT

101 EXT C 3' - 0" 6' - 6" HM PNT 2 HM PNT 1

102 EXT JJ 6' - 0" 6' - 6" HM PNT 2 HM PNT

103 INT A 3' - 0" 7' - 0" WD PNT N/A 1 HM PNT

FINISH SCHEDULE - OUTFITTERS

NUMBER NAME

FINISH

COMMENTSFLOOR BASE WALL CEILING

100 CHECK IN / OUT WD1 N/A PNT1 WD1

100A STORAGE WD1 N/A PNT1 WD1

101 RR UR1 UR1 PNT1 PNT1

102 STORAGE CC1 N/A PNT1 PNT1

103 OFFICE CC1 N/A PNT1 ACT1

FINISH SELECTIONS LEGEND - OUTFITTERS

ITEM MATERIAL MANUFACTURER DESCRIPTION COLOR

ACT1 ACOUSTIC CEILING TILE

CC1 CONCRETE SEALED CONCRETE

PNT1 PAINT SHERWIN WILLIAMS GENERAL PAINT TBD

UR1 URETHANE

WD1 COMPOSITE WOOD DECKING MOISTURESHIELD VANTAGE TBD

KIPS (1000#)

KIPS PER SQUARE INCH

KIPS PER SQUARE FOOT

POUND

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MEZZANINE

MANUFACTURER

MINIMUM

MISCELLANEOUS

NEAR SIDE

NOT TO SCALE

NUMBER OR REBAR SIZE

OPPOSITE HAND

ON CENTER

POWDER ACTUATED FASTENER

POUNDS PER LINEAR FOOT

POUNDS PER CUBIC FOOT

POUNDS PER CUBIC INCH

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POST TENSIONED

PROJECTION

REVISION

REFERENCE

REINFORCING

REQUIRED

SIMILAR

SCHEDULE

SHORT LEG HORIZONTAL

SHORT LEG VERTICAL

SPECIFICATION

SQUARE

SQUARE FEET

STAINLESS STEEL

STANDARD

STIFFENER

STEEL

STRUCTURAL

SYMMETRICAL

THICKENED EDGE

THREAD

THICK

TREAD

TOP OF WALL

TEMPORARY

THROUGH

TOP OF STEEL

TYPICAL

UNLESS NOTED OTHERWISE

WALL CONTROL JOINT

WEIGHT

WITH

WITHOUT

WELDED WIRE FABRIC

ANCHOR BOLT

ABOVE FINISHED FLOOR

ALUMINUM

ALTERNATE

AND

APPROXIMATE

APPROVED

AVERAGE

BUILDING

BOTTOM

CENTERLINE

CLEAR OR CLEARANCE

CONNECTION

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTINUOUS

CONSTRUCTION OR CONTROL JOINT

CONCRETE

COLUMN

CENTER

DIAGONAL

DIAMETER

DIMENSION

DRAWING

DEFORMED BAR ANCHOR

EACH

EACH END

EACH FACE

EXPANSION JOINT

EACH SIDE

EACH WAY

ELEVATION

ELECTRICAL

EMBEDMENT

EQUAL

EQUIPMENT

EXISTING

EXPANSION

EXTENDED

FINISHED FLOOR

FLOOR

FEET OR FOOT

FAR SIDE

FOOTING

FOUNDATION

YIELD STRENGTH

28 DAY COMPRESSIVE STRENGTH

GAUGE OR GAGE

GALVANIZED

GENERAL

HEIGHT

HORIZONTAL

INCH OR INCHES

ISOLATION JOINT

KSI

KFS

LLH

LLV

MAX.

MEZZ.

MFR.

MIN.

MISC.

N.T.S.

O.H.

O.C.

P.A.F.

PLF

PCF

PCI

PSF

PSI

P.T.

PROJ.

REV.

REF.

REINF.

REQ'D

SIM.

SCHED.

SLH

SLV

SPEC.

SQ.

S.S.

STD.

STIFF.

STL.

STRUCT.

SYM.

T.E.

THD.

THK.

TRD.

T/WALL

TEMP.

THRU

T.O.S.

TYP.

U.N.O.

W.C.J.

WT.

W/ W/O

WWF

A.B.

A.F.F.

AL.

ALT.

APPROX.

APPVD.

AVG.

BLDG.

BOTT.

C.L.

CL. OR CLR.

CONN.

CMU

CONST.

CONT.

C.J.

CONC.

COL.

CTR.

DIAG.

O OR DIAM.

DIM.

DWG

DBA

EA.

E.E.

E.F.

E.J.

E.S.

E.W.

ELAV.

ELEC.

EMBED.

= OR EQ.

EQUIP.

EXIST.

EXP.

EXT.

F.F.

FLR.

FT.

F.S.

FTG.

FOUND.

Fy OR fy f'c

GA.

GALV.

GEN.

HGT.

HORIZ.

IN.

I.J.

A B B R E V I A T I O N S

L E G E N D

ITEM SYMBOL

MINUS OR COMPRESSION

TOP OF STEEL ELEVATION

STEP IN STRUCTURE

POUNDS (FOLLOWING)

AND

CENTERLINE

NUMBER (PRECEDING)

PLUS OR TENSION

PLATE

T/S EL. +20'-8"

(+20'-0")

+0'-0"

#, NO.

P C

8" S S

S2 B

OR DEPRESSED SLAB

L L

C1 F2.0A -2'-0"

CONCRETE

GROUT

EARTH

CONCRETE BLOCK (CMU)

SECTION INDICATOR

DETAIL INDICATOR

COLUMN TYPE

FOOTING TYPE

TOP OF FOOTING ELEVATION

SPOT ELEVATION TOP OF CONCRETE

STEP IN FTG. OR GRADE BM.

TO CLG. PLUMB.

CENTERLINE BEAM SPLICE

PRELIMINARY

NOT FOR CONSTRUCTION

DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE

BUILDING USING APPLICABLE CONTRACT DRAWINGS,

BUILDING DIMENSIONS AND THE LOCATION OF ALL

STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO

SLAB EDGES, WALLS, COLUMNS, OPENINGS AND

DEPRESSIONS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE

BUILDING. RESOLVE ANY DISCREPANCIES.

TO THE BEST OF THE ENGINEER-OF-RECORD'S

KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE

DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE

APPLICABLE MINIMUM BUILDING CODES.

NOTE:

1381 Fifth Street Sarasota, Florida 34236 Telephone: (941) 955-4555 Fax: (941) 955-9333 www.bennett-pless.com C.O.A. #30502 bennett & pless, inc.

B&P JOB NUMBER 23.03.082

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

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L 3

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.00

DRAWING SET:

22716

GENERAL NOTES &

INFORMATION

SA001

O K

O U

E . V

E, V

E, F

TCW

DEM

OUTFITTER BUILDING

d) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL

SUBMITTALS IS CONSISTENT WITH THE CONTRACT

DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR

QUANTITIES WILL BE MADE).

SUBMITTALS NOT MEETING THE CRITERIA LISTED IN THIS SECTION WILL NOT BE

REVIEWED.

FOUNDATIONS:

ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF *,*** psf ON

COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY

SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND

LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE

REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION

IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED

TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION

BEGINS.

PENETRATIONS:

NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN

THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE

ENGINEER.

FORMWORK AND SHORING:

NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST

TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL

OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET

FORTH IN ACI STANDARDS 347 AND 301.

PLUMBING SLEEVE:

MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE

LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR

TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE

ENGINEER.

EMBEDDED CONDUITS:

LOCATIONS AND SIZES OF CONDUIT MUST BE APPROVED BY THE ENGINEER PRIOR TO

PLACEMENT. WITHIN SLABS, BEAMS OR WALLS, CONDUIT SHALL OCCUPY ONLY THE

MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D.

FOR SINGLE CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS

SHALL BE NO LARGER THAN ONE THIRD THE SLAB DEPTH. PARALLEL CONDUITS SHALL

BE SPACED WITH A MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM

OF ONE DIAMETER AWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY

REINFORCING. CONDUIT SHALL NOT BE TIED TO REINFORCING. CONDUITS SHALL NOT

OCCUR WITHIN COLUMN ZONES OF SLABS AND OR TRANSFER GIRDERS. CONDUIT

PLACEMENT SHALL NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED

BY THE ENGINEER.

REINFORCING STEEL:

SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST

AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING

DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP

DRAWINGS PRIOR TO COMMENCING FABRICATION.

WELDED WIRE FABRIC:

TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN

ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND

SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF

FLAT MANUFACTURED SHEETS IS RECOMMENDED.

CONCRETE:

SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH

AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:

5000psi CONCRETE BEAMS, ELEVATED SLABS & WALLS 4000psi EXTERIOR SLABS

3000psi FOR ALL OTHER CONCRETE

CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND

SPECIFICATIONS.

SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR

REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR

OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33

FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF

ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE

TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME

ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS

FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY

REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE,THE CONCRETE

SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO

NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY

NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING

CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A

FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS

COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE.

SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY.

CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED

ONLY WITH THE APPROVAL OF THE ENGINEER.

CONSTRUCTION OR CONTROL JOINTS SHALL BE PROVIDED IN SLABS ON GRADE SO

THAT THE MAXIMUM AREA OF THE SLAB BETWEEN JOINTS SHALL BE 144 SQUARE FEET,

OR AS SHOWN ON THE PLANS. SAW CUT CONTROL JOINTS SHALL BE MADE AS SOON

AS SLAB WILL SAFELY SUPPORT MEN AND EQUIPMENT AND THE SLAB WILL NOT BE

DAMAGED BY EQUIPMENT, BUT NO LATER THAN 24 HOURS. ASPECT RATIO (LONGSIDE

TO SHORTSIDE OF CONCRETE AREA) SHALL NOT EXCEED 1.5. NO EMBEDDED ANGLES

OR OTHER FIXED METAL ITEMS SHALL EXTEND THROUGH JOINTS, UNLESS OTHERWISE

NOTED. EMBEDDED ANGLES AND OTHER FIXED METAL ITEMS SHALL BE CONTINUOUS

BETWEEN CONCRETE JOINTS, UNLESS OTHERWISE NOTED. ENGINEER SHALL

APPROVE LOCATION OF ALL JOINTS NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR APPROVAL.

CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE

EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA

ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS

LESS THAN 60 LINEAL FEET PER POUR.

CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP

DATA AS PER CHAPTER 5 OF ACI 318.

WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES OR CONCRETE

EXPOSED TO WEATHER SHALL NOT EXCEED 0.40 BY WEIGHT.

CONCRETE TESTING:

AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON

CAST IN PLACE CONCRETE:

A) ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT

CONCRETE." SLUMP RANGE SHALL BE 3 TO 4 INCHES.

B) ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED

FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED

PER DAY. CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

1 AT 7 DAYS

2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE

ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL

CYLINDER(s) MAY BE DISCARDED.

WALL CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY

CONSTRUCTION AT LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS. IF

THEY ARE NOT SHOWN, LOCATE WALL CONTROL JOINTS AT 24'-0" o.c. MAXIMUM AND

SHOW LOCATIONS ON SHOP DRAWINGS. HORIZONTAL WALL REINFORCING SHALL

BE STOPPED EACH SIDE OF CONTROL JOINTS. BOND BEAM, TIE BEAM OR KNOCK-

OUT BLOCK BEAM REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONTROL

JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT

CONTROL JOINTS.

SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE

UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT

SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS

PROHIBITED.

CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO

MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE.

CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT

FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR

OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF

SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER

INSPECTION. PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED

(SHEET METAL AND FELT PROHIBITED).

VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND

AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING

REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE

POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT

TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING

BEFORE PLASTICITY IS LOST.

WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE

PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE

WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR

HEIGHT).

WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL

CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT

LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED.

WALL CONSTRUCTION JOINTS SHALL BE SPACED @ 24'-0" O.C. MAX. WITH TYP. VERT.

REINF. AT EA. SIDE OF JOINT. HORIZONTAL JOINT REINF. SHALL TERMINATE 2" FROM

EA. SIDE OF JOINT. BOND BEAM/TIE BEAM REINF. SHALL BE CONTINUOUS THROUGH

WALL C.J.

INTERIOR CMU WALLS SHALL HAVE SMOOTH SURFACE. SEE ARCH'L.

FOR FINISHING REQUIRED. SEE ARCH'L SPECIFICATIONS FOR MASONRY VENEER

REQUIREMENTS.

LINTELS FOR MASONRY:

OPENINGS NOT PROVIDED WITH CONCRETE BEAMS SHALL BE SPANNED WITH

PRECAST CONCRETE LINTELS WITH A WIDTH TO MATCH WALL WIDTH AND WITH 2#5

REINF. BARS, MIN.. ALL PRECAST LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH

END. PRECASTER TO DESIGN PRECAST LINTELS FOR LOADS NOTED ON THIS SHEET.

POST-INSTALLED ANCHORS:

POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM

THE STRUCTURAL ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED

ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE

SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH

EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH

THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR

PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE

CONTRACTOR TO THE STRUCTURAL ENGINEER-OF-RECORD ALONG WITH

CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL

ENGINEER IN FLORIDA. THE CALCULATIONS SHALL DEMONSTRATE THAT THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT OR BETTER

PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE

DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.

USE THE ANCHORS SPECIFIED ON THE PLANS & SECTIONS, U.N.O.

CONCRETE ANCHORS:

MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193. PRE-APPRIVED MECHANICAL ANCHORS INCLUDE:

1. SIMPSON STRONG-TIE 'STRONG-BOLT' (ICC-ES ESR-1771)

2. SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-2713)

ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL BE

INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION, A

MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WITNESS AT LEAST FIVE

COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY THE MANUFACTURER

EACH CERTIFIED INSTALLER WILL BE ISSUED A CERTIFICATION CARD TO VERIFY

THEIR TRAINING AND SHALL BE REQUIRED TO CARRY THEIR CERTIFICATION CARD

ON THEIR PERSON. CERTIFIED INSTALLERS SHALL PROVIDED WRITTEN

DOCUMENTATION THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE

MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL ALSO HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC306. PRE-APPROVED

ADHESIVE ANCHORS INCLUDE:

1. SIMPSON STRONG-TIE 'SET-XP' (ICC-ES ESR-2508)

2. HILTI HIT-RE 500 SD (ICC-ES ESR-2322)

MASONRY ANCHORS:

ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY.

MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID-GROUTED

CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC01 OR AC106, RESPECTIVELY. PRE-APPROVED

MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE:

SIMPSON STRONG-TIE 'WEDGE-ALL; (ICC-ES ESR-1396)

SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-1056)

ADHESIVE ANCHORS FOR USE IN SOLID-GROUTED CONCRETE MASONRY SHALL

HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.

PRE-APPROVED ADHESIVE ANCHORS INCLUDE:

SIMPSON STRONG-TIE 'SET' (ICC-ES ESR-1772)

SIMPSON STRONG-TIE 'ACRYLIC-TIE' (ICC-ES ESR-1056)

HILTI HIT HY-70 (ICC-ES ER-5193)

ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK

MASONRY

SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN

TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC106. PRE-APPROVED

SCREW ANCHORS INCLUDE:

SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-1056)

ADHESIVE ANCHORS WITH SCREEN TUBES FOR USE IN HOLLOW CONCRETE

MASONRY/UNREINFORCED CLAY BRICK MASONRY SHALL BE TESTED AND QUALIFIED

IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE

SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE

MANUFACTURER. PRE-APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES

INCLUDE:

SIMPSON STRONG-TIE 'SET' (ICC-ES ESR-1772)

SIMPSON STRONG-TIE 'ACRYLIC-TIE' (ICC-ES ER-5791)

SIMPSON STRONG-TIE 'E' (ICC-ES ER-4945)

POWER-ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG-TIE (ICC-ES

ESR-2138) OR ENGINEER-APPROVED EQUAL.

GAS-ACTUATED FASTENERS (GAF) SHALL BE BY SIMPSON STRONG-TIE (ICC-ES

ESR-2811) OR ENGINEER-APPROVED EQUAL.

CONCRETE COVER FOR REINFORCING

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THRU #18 BARS

#5 BAR, W31 OR D31 WIRE, AND SMALLER

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS AND WALLS:

#11 AND SMALLER

BEAMS, COLUMNS:

PRIMARY REINF, TIES, STIRRUPS

2" 1 1/2"

3/4"

1 1/2"

STRUCTURAL NOTES:

ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED

PROPERTY OF BENNETT & PLESS, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE

NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION

OF BENNETT & PLESS, INC. ENGINEER, ENGINEER OF RECORD, AND DELEGATED

ENGINEER SHALL BE LICENSED AS A PROFESSIONAL ENGINEER IN THE STATE OF

FLORIDA.

GENERAL NOTES:

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND

SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER

DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

PROCEEDING WITH THE AFFECTED PART OF THE WORK.

THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE

BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND

ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY

SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.

DESIGN LOADS:

THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN

ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2023 EDITION. THE FOLLOWING

SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:

ROOF:

LIVE LOAD - 20 psf. (TOP CHORD)

-20 psf. (BOTTOM CHORD NON-CONCURRENT) DEAD LOAD - 15 psf. (BOTTOM CHORD)

-2.5 psf. (TOP AND BOTTOM CHORDS AVAILABLE TO

RESIST UPLIFT)

FLOOR:

LIVE LOAD - 125 psf DEAD LOAD - X psf SELFWEIGTH (CONECRETE FLOOR)

-25 psf

WIND:

Vult=160 MPH, Vasd=116 MPH EXPOSURE C, RISK CATEGORY II, INT.

PRESS. COEFF. ±0.18 THIS STRUCTURE IS DESIGNED AS AN

ENCLOSED STRUCTURE.

SNOW & SEISMIC (FLORIDA):

IN ACCORDANCE WITH CHAPTER 1 SECTION 101.2 OF THE 2023

FLORIDA BUILDING CODE, SEISMIC AND SNOW LOADS WERE NOT

UTILIZED FOR THIS PROJECT:

"CODE REQUIREMENTS THAT ADDRESS SNOW LOADS AND

EARTHQUAKE LOADS ARE PERVASIVE; THEY ARE LEFT IN PLACE

BUT SHALL NOT BE UTILIZED OR ENFORCED BECAUSE FLORIDA HAS

NO SNOW LOAD OR EARTHQUAKE THREAT."

SHOP DRAWINGS AND CALCULATIONS:

SHALL BE PREPARED FOR ALL WORK AND SUBMITTED FOR REVIEW. SHOP

DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA

REGISTERED PROFESSIONAL ENGINEER.

SHOP DRAWING REVIEW:

SHOP DRAWINGS WILL BE PROVIDED FOR ALL WORK AND WILL BE REVIEWED FOR

GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS

ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,

ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED BY THE

CONTRACTOR AND OWNER'S REP PRIOR TO SUBMITTAL TO THE

ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE

RETURNED UNCHECKED. SHOP DRAWING SUBMITTALS, IF NOT SUBMITTED

ELECTRONICALLY, SHALL INCLUDE THREE SETS OF PRINTS. ONE SET OF PRINTS

WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL

BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE

PRINTS AS REQUIRED FOR DISTRIBUTION. IN ALL INSTANCES THE CONTRACT

DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE

SPECIFIED IN WRITING BY THE ENGINEER.

SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO B&P

WITH 10 BUSINESS DAYS AS A MINIMUM TIME TO BE REVIEWED (MAXIMUM SHEET OR

PAGE COUNT OF 30). IN THE CASE OF A LARGE SUBMITTAL, OR MORE THAN 1

SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL BUSINESS DAY SHALL BE

REQUIRED FOR EVERY 5 PAGES/SHEETS OVER 30. THE TIME INDICATED ABOVE IS

FOR B&P'S REVIEW ONLY; IN ORDER TO MEET PROJECT SCHEDULES, THE

CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY, ARCHITECTURAL

REVIEW, AND OWNER'S REVIEW.

THERE SHALL BE NO DEVIATION FROM THESE STRUCTURAL CONSTRUCTION

DOCUMENTS. IF THE CONTRACTOR OR PROVIDER OF THE SHOP DRAWINGS

PROPOSE ANY CHANGES, THOSE CHANGES SHALL BE CLEARLY INDICATED, AND

SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A REGISTERED FLORIDA

PROFESSIONAL ENGINEER SUBMITTED. ANY CHANGES NOT APPROVED OR

SUBMITTED WITHOUT THE PROPER DOCUMENTATION INDICATED PREVIOUSLY, WILL

RESULT IN REVISIONS BY THE ENGINEER OR ARCHITECT-OF-RECORD. THE COST

FOR SAID REVISIONS, INCLUDING ENGINEERING AND ARCHITECTURAL FEES SHALL

BE BORNE BY THE CONTRACTOR.

SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS:

ALL SPECIALTY ENGINEERED PRODUCTS OR SYSTEMS REQUIRE SIGNED & SEALED

CALCULATIONS AND FABRICATION AND ERECTION DRAWINGS PREPARED BY A

DELEGATED ENGINEER.

THIS INCLUDES BUT IS NOT LIMITED TO CANOPIES, PRE-ENGINEERED TRUSSES, ICF

WALL SYSTEMS, ALL LIGHT GAUGE METAL STUD FRAMING SYSTEMS, ALUMINUM

WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS &

RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST

OR TILT-UP SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN

WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING,

TILT-WALL ERECTION DRAWINGS, GLULAM BEAMS, TECTUM PLANKS, PEMB, ETC.

SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE

CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY

FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP

DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL

NOT BE ACCEPTED.

SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT

SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND

CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE

DELEGATED ENGINEER.

COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL

COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE

INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE

INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE

DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED

RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND

SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED

BLUELINE PRINT FOR RECORD.

DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND

INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL

STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE

THE SEAL OF A DELEGATED ENGINEER.

CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL

OF A DELEGATED ENGINEER.

REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO

VERIFYING THE FOLLOWING:

a) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN

FURNISHED.

b) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED

AND SEALED BY THE DELEGATED ENGINEER.

c) THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE

DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL

CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL

BE MADE).

WOOD:

WOOD: THE WOOD COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 23,

WOOD, OF THE FBC 2023. AND STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS,

RAFTERS, POSTS, ETC.) SHALL BE NO. 2 SOUTHERN PINE CONFORMING TO THE

LATEST EDITION OF NDS.

ALL WOOD TO WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR

END NAILING SHALL BE PERMITTED, EXCEPT FOR TOP AND BOTTOM PLATES IN

WALLS. (U.N.O. ON DRAWINGS.)

STUDS OR JOISTS SHALL NOT BE CUT TO INSTALL PLUMBING OR WIRING UNLESS

METAL OR WOOD SIDE PIECES ARE PROVIDED TO STRENGTHEN THE MEMBER.

NAIL MULTIPLE PLY BEAMS WITH TWO ROWS 16d NAILS AT 12" O.C. TOP AND

BOTTOM. BOLT 3 AND 4 PLY MICROLAMS WITH 2 ROWS 1/2"∅ THRU-BOLTS AT 24" O.C.

(STAGGERED AT 12" O.C.) SPLICES ARE NOT PERMITTED IN ANY PLY BETWEEN

SUPPORTS.

TIMBER FASTENING SHALL BE PER THE 2023 FBC. "FASTENING SCHEDULE" UNLESS

NOTED AS GREATER ON DRAWINGS. ALL WOOD BEAMS TO BEAR ON MULTIPLE

STUDS, SAME NUMBER OF STUDS AS NUMBER OF BEAM, PILES (2) MINIMUM, UNLESS

GREATER NUMBER NOTED ON PLANS. PROVIDE ADDITIONAL FULL HEIGHT STUDS

DOWN TO FOUNDATION, WITH SOLID BLOCKING AT FLOORS.

MULTIPLE STUD POSTS WITH (2) OR MORE STUDS SHALL BE NAILED TOGETHER

WITH EACH STUD NAILED TO THE ADJACENT STUD W/(2) ROWS 16d NAILS AT 12"o.c.

STAGGERED AT 6"o.c.

ALL WALL DOUBLE TOP PLATES, SHALL BE LAPPED AT CORNERS AND

INTERSECTIONS AND FASTENED PER 2023 FBC FASTENING SCHEDULE. ALL DOUBLE

PLATE END JOINTS SHALL BE OFFSET AT LEAST 24". DOUBLE PLATES TO BE

FASTENED TOGETHER PER FASTENING SCHEDULE. PROVIDE SIMILAR CONNECTIONS

AT TRIPLE PLATES.

ALL NAILS SHALL BE COMMON NAILS U.N.O. ON DRAWINGS.

AT INTERIOR WALLS, PROVIDE (2) JACK STUDS AND (1) FULL HEIGHT STUDS EA. SIDE

OF OPENINGS U.N.O.

ALL BEAM-TO-BEAM FLUSH CONNECTIONS SHALL BE MADE USING BEAM HANGERS.

SPLICES ARE NOT PERMITTED IN RAFTERS, BEAMS OR POSTS EXCEPT AT

SUPPORTS.

ALL HEADERS FOR WOOD FRAMED WALLS ARE TO BE (2)2X10 #2 SOUTHERN PINE,

U.N.O.

WHERE DIRECT APPLIED CEILING DOES NOT OCCUR, PROVIDE 1x4 CONTINUOUS

BOTTOM FLANGE BRACING, WITH DIAGONAL KICKERS AT END SPACES, SPACED AS

DIRECTED BY THE MANUFACTURER.

NAILS NOTED IN SECTIONS, PLANS AND DETAILS ARE COMMON WIRE NAILS UNLESS

NOTED OTHERWISE. PNEUMATIC GUN NAILING IS ALLOWED WITH UNITS OF

EQUIVALENT GAGE AND LENGTH AS COMMON WIRE NAIL OF SIZE NOTED.

SPAN DIRECTION OF PLYWOOD SHEETS TO BE PERPENDICULAR TO FRAMING SPAN.

THE GYPSUM BOARD PLASTER COMPONENTS SHALL BE IN ACCORDANCE WITH

CHAPTER 25, GYPSUM BOARD AND PLASTER, OF THE FBC 2023.

STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE

THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE

CONFORMING TO THE LATEST EDITION OF NDS, AS FOLLOWS:

SHEAR Fv = 175 psi.

BENDING 2X6 Fb = 1,000 psi.

BENDING 2X8 Fb = 925 psi.

BENDING 2X10 Fb = 800 psi.

BENDING 2X12 Fb = 750 psi.

MICROLAM OR PARALLAM TO HAVE Fb= 2,600 psi. MIN, E=1,900 ksi MIN.

WOOD IN CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO EXTERIOR, AND AT

OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED

OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD - PRESERVERS'

ASSOCIATION STANDARDS. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED

OTHERWISE.

ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S

SPECIALTY ENGINEER (TRUSS SYSTEM ENGINEER) TO CONFIGURATION AND LOAD

CARRYING CAPACITY SHOWN ON DRAWINGS AND SPECIFICATIONS. ALTERNATE

TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS A CHANGE ORDER WHICH WILL

INCLUDE ENGINEERING CHARGES FOR REDESIGN OF THE STRUCTURE BY THE

ENGINEER OF RECORD. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO

FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES

UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER

CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED

AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE

INCLUDED, IDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENT

BRACING REQUIRED FOR TRUSS DESIGN. SUPPLIER SHALL NOT USE GYPSUM

BOARD AS A PERMANENT, TRUSS BRACING ELEMENT.

ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL

OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER AS THE SPECIALTY

ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED:

DEAD LOAD 0.90

DEAD LOAD + FLOOR LIVE LOAD 1.00

DEAD LOAD + ROOF LIVE LOAD 1.25

DEAD LOAD + WIND LOAD 1.6

PLYWOOD FLOOR, WALL AND ROOF SHEATHING ARE DESIGNED AS DIAPHRAGMS

AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF THE 2020

FLORIDA BUILDING CODE. UNLESS SHOWN OTHERWISE, SPAN RATED PANELS

SHALL BE FASTENED TO NOMINAL 2X SOUTHERN PINE FRAMING SPACED UP TO 24"

O/C. IN ACCORDANCE WITH THE FOLLOWING:

PANELS UP TO 5/8" THICK: 10d NAILS AT 6" O/C. EDGE, 12"

O/C. ELSEWHERE.

PANELS UP TO 3/4" THICK: 12d NAILS AT 6" O/C. EDGE, 12"

O/C. ELSEWHERE.

WOOD FRAMING CONNECTORS:

ALL CONNECTORS SHALL BE GALVANIZED [Z-MAX COATED] (AS AVAILABLE).

CONNECTOR MODEL NUMBERS SHOWN ARE Strong tie CONNECTORS AS MANUFACTURED BY SIMPSON Strong Tie Co., 1450 DOOLITTLE DR., P.O. BOX 1568, SAN

LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF

THE STRUCTURAL ENGINEER OF RECORD. UNLESS SHOWN OTHERWISE, INSTALL

SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG.

MASONRY WALLS:

MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE

MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (f'm = 1900 psi).

MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. GROUT SHALL BE 2000 psi

MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. PROVIDE HOOKED

DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR

DIAMETERS.

BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT

CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS

SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO

THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL

LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA

REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED

OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITH RUNNING BOND

UNLESS NOTED OTHERWISE.

PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR

ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES.

FX.X

N O

NOTE 2

NOTE 3

EXISTING STRUCTURE TO REMAIN

NOTE 3

NOTE 4

NOTE 4 NOTE 4

NOTE 3

NOTE 4

4" x1

/4 " B

EXISTING ROOF FRAMING TO REMAIN

W O

4" x1

/4 " B

WOLMANIZED 5.25x11.25 PSL

0" 1"

PROJECT MANAGER:

A/E OF RECORD:

PROJECT NO:

SHEET TITLE:

SHEET No.:

SCALE:

DRAWN BY:

REV DESCRIPTION DATE

GRAPHIC SCALE:

N O

R C

O N

, S

, F

L 3

M T

1.9

.00

DRAWING SET:

1/4" = 1'-0"

22716

FOUNDATION & ROOF

FRAMING PLANS

SA111

O K

O U

E . V

E, V

E, F

TCW

OUTFITTER BUILDING

PRELIMINARY

NOT FOR CONSTRUCTION

DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE

BUILDING USING APPLICABLE CONTRACT DRAWINGS,

BUILDING DIMENSIONS AND THE LOCATION OF ALL

STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO

SLAB EDGES, WALLS, COLUMNS, OPENINGS AND

DEPRESSIONS SHALL BE COORDINATED WITH THE

ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE

BUILDING. RESOLVE ANY DISCREPANCIES.

TO THE BEST OF THE ENGINEER-OF-RECORD'S

KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE

DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE

APPLICABLE MINIMUM BUILDING CODES.

NOTE:

1381 Fifth Street Sarasota, Florida 34236 Telephone: (941) 955-4555 Fax: (941) 955-9333 www.bennett-pless.com C.O.A. #30502 bennett & pless, inc.

B&P JOB NUMBER 23.03.082

1. INDICATES DIRECTION OF WOOD COMPOSITE DECKING.

2. P.T. 2x4 WOOD SLEEPERS RIPPED TO FIT OVER EXISTING CONC. SLAB.

3. MASONRY INFILL PER DETAIL ON SA501.

4. EXIST. GROUT FILLED SOLID CELL W/ #5 BAR (F.V.). IF REBAR IS NOT PRESENT, REINF.

W/ #5 BAR PER DETAIL "WALL REINFORCEMENT OF EXISTING MASONRY" ON SA501.

5. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE

COMMENCING CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. FOR ADDITIONAL

INFORMATION SEE ARCHITECTURAL DRAWINGS.

6. FOR DIMENSIONS NOT SHOWN, SEE OTHER STRUCTURAL DRAWINGS AND VERIFY WITH

ARCHITECTURAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT AND THE…

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