EAGLE_SPRINGS_OWNER_REVIEW_05.17.23.pdf

A R

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A - 100

PERFORMANCE STANDARDS

OUTSIDE DIAMETER

ON CENTER(S)OC

OD

GENERAL NOTES

FE

FDNAT

ACT

ACOUSTICAL TILEPLYWOODEARTH

MATERIAL SYMBOLS ABBREVIATIONS

FIRE EXTINGUISHER

FOUNDATION

SYMBOL LEGEND

SHOP DRAWINGS

EAGLE SPRINGS GOLF COURSE

NOTE:

RISER/RADIUS

ROOF DRAIN

CONTRACTOR ROUGH IN

OWNER FURNISHED

OWNER INSTALLED

OWNER FURNISHED

PLASTIC LAMINATE

PRESSURE TREATED

QUARRY TILE

OPPOSITE HAND

PAIR

OPPOSITE

PLATE

OVERHEAD

RD

R

OPH

QT

PT

PR

PL

OPP

OH

OFOI

PLAM

OFCRI

REVISE(SION)(D)

ROUGH OPENING

STAINLESS STEEL

SPECIFICATION(S)

SOLID CORE

STRUCTURAL

REINFORCE(D)(ING)

SYSTEM

ROOM

SIMILAR

SECTION

SQUARE

SOUTH

REQUIRED

RESILIENT

RECESSED

SS

SYS

RM

SQ

SIM

SECT

SC

S

RO

RES

REV

REQ

REC

STRUCT

SPEC

REINF

CONTRACTOR INSTALLED

THICK(NESS)

VINYL WALL COVERING

VENT THRU ROOF

WEST/WIDTH

WORK POINT

WITH

WITHOUT

VERTICAL

UNDERCUT

TOP OF

TYPICAL

W/

WPT

W/0

W

VCT

VTR

VWC

VERT

UON

UC

UL

TYP

TO

THK

UNDERWRITERS LABORATORY

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

T TREAD

HDW

HM

FTG

GWB

HA

GYP

GALV

GA

GL

FIXT

FO

FT

FL

FHC

FIN

FF

BRICKBRK

BUR

CEM PL

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BEAM

BOTTOM

BEARING

BLK

BLKG

BOT

BRG

BM

BLDG

BIT

BD

APPROXIMATE

AHU

APPROX

ARCH

AFF

AE

BUILT UP ROOFING

CEMENT PLASTER

ARCHITECT-ENGINEER

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ARCHITECT(URAL)

HOUR

HVAC

HR

HT

MAX

LF

LAV

INSUL

INT

L

JT

IN

ID

JOINT

INCH

CT CERAMIC TILE

DETAIL

DEMO

DF

DET

CEILING

COLUMN

CONCRETE

CONTINUE(OUS)

CARPET(ED)

CONFERENCE

CENTER LINE

CONC

CONT

CPT

CONF

CMU

COL

CLG

CL

CHEMICAL

CFCI

CHEM

CJ

CONSTRUCTION JOINT

DRINKING FOUNTAIN

CONCRETE MASONRY UNIT

DEMOLISH(TION)

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

CONTROL JOINT/

BATT INSULATION

LATH

GWB/PLASTER/

STUCCO/GROUT

ACOUSTICAL OR

CERAMIC TILE

RIGID INSULATION

FIRE SAFING/

COMP FILLER

SCALE: 1"=1'-0"

DETAIL

BIT DAMPROOFING

BUILDING SECTION

DETAIL TITLE

NO

NTS

NOM

NIC

NA

N

MFR

MISC

MIN

MET

DR DOOR

EQUAL

EXISTING

EXPOSED

EQUIPMENT

EXP

EWC

EXIST

EQUIP

EQ

EAST

EACH

ELEVATION

ELECTRIC(AL)

ELEVATOR

DRAWING(S)

EA

ELEC

ELEV

EL

EJ

DWG

E

DIMENSION

DIVISION

DOWN

DIV

DN

DIM

ELECTRIC WATER COOLER

EXPANSION JOINT

EXTERIOREXT

INTERIOR

ELEVATION

FINISH FLOOR

ELEVATION

COLUMN REFERENCE

AND GRID LINES

2 A

12'-4"

SECTION CUTS

DIAMETERDIA MECH

ROUGH WOOD

(CONTINUOUS)

MASONRY UNIT

FINISHED WOOD

BRICK

CONCRETE

CONCRETE

GRANULAR FILL

A5.1

SHEET REFERENCE

SECTION NUMBER

A8.1

SHEET REFERENCE

DETAIL NUMBER

(NOT CONTINUOUS)

ROUGH WOOD

DOOR MARK

A9.1

SHEET REFERENCE

SECTION NUMBER

W3

B

NUMB

NAME ROOM NAME

WALL TYPE MARK

WINDOW MARK

ROOM NUMBER

GENERAL SYMBOLS

HARDWARE

HEATING, VENTILATING AND

HEIGHT/HIGH

AIR CONDITIONING

HOLLOW METAL

FIRE HOSE CABINET

GYPSUM WALL BOARD

HANDICAP ACCESSIBLE

FOOTING

GAGE/GAUGE

GALVANIZED

GLASS/GLAZING

GYPSUM

FINISHED FLOOR

FINISH(ED)

FIXTURE

FACE OF

FOOT/FEET

FLOOR

NOT TO SCALE

NOT IN CONTRACT

NOT APPLICABLE

MISCELLANEOUS

MANUFACTURE(R)

MECHANIC(AL)

LINEAL FEET

INSULATE(D)(ION)

INSIDE DIAMETER

NUMBER

NOMINAL

NORTH

METAL

MINIMUM

MAXIMUM

LAVATORY

INTERIOR

LENGTH

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CODES

REFERENCED IN THESE DOCUMENTS AND AS ADPOTED AND

SUPPLEMENTED BY LOCAL REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING

ALL BUILDING PERMITS FROM THE LOCAL BUILDING

DEPARTMENTS AS REQUIRED BY CITY/COUNTY REGULATIONS.

FEES FOR SUCH PERMITS SHALL BE PAID BY THE

CONTRACTOR AND A SET OF APPROVED DRAWINGS AND

ORIGINAL PERMITS SHALL BE RETAINED ON SITE FOR THE

DURATION OF THE PROJECT.

3. THE DESIGN INFORMATION SHOWN ON THE DRAWINGS

PROVIDES OVERALL DIMENSIONAL PARAMETERS AND

DESCRIBES ELEMENTS TO BE CONSTRUCTED. THE

CONTRACTOR SHALL ADJUST DIMENSIONS AND DETAILS AS

REQUIRED TO FIT EXISTING CONDITIONS. THE

ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ALL PROPOSED

MODIFICATIONS.

4. NO CHANGES TO THE INFORMATION SHOWN ON THE

DRAWINGS SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN

APPROVAL OF THE ARCHITECT OR ENGINEER, AS

APPICABLE.

5. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY

DISCREPANCIES ON THESE DOCUMENTS.

6. ALL EXTERIOR COMPONENTS SHALL HAVE FLORIDA

APPROVAL NUMBERS.

7. EXTERIOR GLAZING SHALL BE IMPACT RATED.

PROVIDE OPtional price for non-impact rated.

8. exterior doors shall be impact rated. provide optional price for non-impact rated.

9. FIRE SPINKLER / FIRE ALARM if required shall be

DESIGNed BY OTHERS AS REQUIRED TO MEET FBC 2020, NFPA, & FLORIDA FIRE PREVENTION CODE.

COPIES OF ALL SHOP DRAWINGS FOR STRUCTURAL OR LIFE

SAFETY RELATED COMPONENTS SHALL BE SUBMITTED TO THE

ARCHITECT & OWNER FOR APPROVAL..

THE CONTRACTOR SHALL SUBMIT DETAILED FABRICATION AND

INSTALLATION DRAWINGS AND PRODUCT LITERATURE FOR THE

FOLLOWING ITEMS. ARCHITECT REVIEW OF SHOP DRAWING IS FOR

COMPLIANCE OF THE PRODUCT WITH THE DESIGN CONCEPTS

DELINEATED IN THESE DOCUMENTS. THE CONTRACTOR AND/OR

PRODUCT MANUFACTURER SHALL BE RESPONSIBLE FOR THE

ACCURACY AND PERFORMANCE OF THE PRODUCT AND ITS

COORDINATION WITH THE OTHER TRADES.

1. STRUCTURAL STEEL

2. METAL STUD FRAMING

3. ROOF TRUSSES, LVL, & PRE-ENGINEERED BEAMS

4. REINFORCING STEEL

5. CONCRETE DESIGN MIXES

6. WATERPROOF MEMBRANES

7. RAILINGS & HANDRAILS

8. ARCHITECTURAL PRE-CAST OR PRE-FORMED COLUMNS

9. APPLIED FOAM TRIM, WINDOW/DOOR HEADS, AND

ARCHITECTURAL DETAILING

10. BATHROOM ACCESSOIRES & MIRRORS

11. ALL FOOR, WALL , AND CEILING FINISHES

12. ALL CABINETRY

13. ELEVATORS

14. STAIRS AND HANDRAILS

15. ALL HEATING & VENTILATING EQUIPMENT

16. ELECTRICAL FIXTURES & EQUIPMENT

17. ALL PLUBMING FIXTURES

18. DOORS, WINDOWS, AND ALL HARDWARE

19. FIREPLACES

20. APPLIANCES

ALL MATERIALS, PRODUCTS AND THEIR INSTALLAITON SHALL MEET THE

PRODUCT APPROVAL OF AND BE INSTALLED IN ACCORDANCE WITH THE

STANDARDS ESTABLISHED BY THE FOLLOWING AGENCIES, AS APPICALBE:

ASTM AMERCIAN SOCIETY OF TESTING MATERIALS

ACI - AMERICAN CONCRETE INSTITUE

AF&PA - AMERICAN FOREST & PAPER ASSSOCIATION

AISC - AMERICAN INSTITURE OF STEEL CONSTRUCTION

AWI - AMERICAN WOODWORK INSTITUTE

AWPB - AMERICAN WOOD PERSERVATIVES BUREAU

ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE

AAMA - ARCHITECTURAL ALUMINUM MANUFACTURE'RS ASSOCIATION

FBC - FLORIDA BUILDING CODE

GA - GYPSUM ASSOCIATION

LSC - LIFE SAFETY CODE

NER - NATIONAL EVALUATION SERVICE INC

NFPA - NATIONAL FIRE RPOTECTION ASSOCIATION

NDW - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION

OSHA - OCCKUPATIONAL SAFETY AND HEALTH ACT

SJI - STEEL JOIST INSTITUE

TCA - TILE COUNCIL OF AMERICA

UL - UNERWRITERS LABORATORIES

FIRE EXTINGUISHER CABINETFEC OWNER FURNISHEDOFCIAREA DRAINAD

ARCHITECT NOT RESPSONIBLE FOR ANY CIVIL WORK, SITE WORK,

LANDSCAPE DESIGN, FIRE SUPPRESSION SYSTEMS, OR ANY

OTHER WORK NOT SPECIFICALLY ADDRESSED BY THESE

DOCUMENTS.

OWNER REVIEW

05.17.23

METAL BUILDING - EQUIPMENT STORAGE AND OFFICE SPACE

THIS PROJECT IS A PRE-FAB METAL BUILDING. COORDINATE ALL

DIMENSIONS WITH METAL BUILDING SHOP DRAWINGS. PROVIDE

FULL SHOP DRAWINGS SIGNED AND SEALED BY AN ENGINEER

REGISTERED IN THE STATE OF FLORIDA.

provide full shop drawings with all loading and reactions to structural engineer for foundation design verification prior to any construction activity.

WALTON COUNTY FLORIDA

TOTAL SF = 9.600 SF

e a g l e s p r in g s g o l f c o u r s e m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

MAINTENANCE BUILDING

BUILDING DESIGN DATA

APPLICABLE CODES

INDEX OF DRAWINGS

MAIN BUILDING

A100 COVER

A101 FLOOR PLAN

A102 ELEVATIONS

A103 ELEVATIONS

A104 BUILDING SECTION

A105 ENLARGED BATHROOMS

STRUCTURAL DRAWINGS

S001 SPECIFICATIONS / NOTES

S101 FOUNDATION PLAN

S501 DETAILS

MECHANICAL / PLUMBING

M001 SCHEDULES

M100 HVAC PLAN

M101 HVAC DETAILS

M102 HVAC DETAILS

P001 NOTES AND DETAILS

P100 BELOW FLOOR SANITARY

P101 ABOVE FLOOR PLUMBING PLAN

P102 PARTIAL PLUMBING PLAN

P103 SANITARY SEWER RISER

ELECTRICAL ENGINEERING

E100 ELECTRICAL NOTES

E101 NOTES

E1002 ELECTRICAL PLANS

2020 florida building code, building, 7th edition

2020 florida building code, accessibility, 7th edition

2020 florida building code, energy conservation, 7th edition

2020 florida building code, plumbing, 7th edition

2020 florida building code, mechanical, 7th edtion, 2020 florida builidng code, fuel gas, 7th edition florida fire prevention code national electrical code 2017 nfpa 101 life safety code 2020 w/ amendments florida statutes florida administrative code refer to other drawings for other applicable codes

PROJECT DATA

RUSSELL JOHNSON, ARCHITECT

P.O. BOX 1399

(850) 630.4483

AR 0012593

PANAMA CITY, FL. 32401

APEX ENGINEERING GROUP, PLLC

78-A RICKER AVENUE

(850) 231.4540

SANTA ROSA BEACH, FL 32459

rajarch@msn.com www.apexengineeringgroup.net

WELCON ELECTRICAL CONSULTANTS , PLLC

14116 CUSTOMS BLVD, SUITE #111

(228).822.8000

GULFPORT, MS 39503

STEPHENS MECHANICAL ENG, LLC

925 TOMMY MUNRO DR

BILOXI, MS 39532

SUITE B

(228) 207-3322

1. FIRE EXTINGUISHER NOTES:

1.1. THE LOCATION, SIZE, AND CLASS OF FIRE EXTINGUISHERS SHALL BE DETERMINED

PER NFPA REQUIREMENTS BY THE FIRE EXTINGUISHER SUPPLIER AND AS

APPROVED BY THE FIRE MARSHALL / INSPECTOR.

1.2. THE INSTALLATION OF THE PORTABLE FIRE EXTINGUISHERS SHALL BE PER A FIRE

PROTECTION CONTRACTOR IN CONJUNCTION WITH THE GENERAL CONTRACTOR.

1.3. SUBMIT FIRE EXTINGUISHER LAYOUT, SIZE, AND CLASS TO THE APPROPRIATE FIRE

MARSHALL / INSPECTOR FOR REVIEW AND APPROVAL INDICATING THE FIRE

EXTINGUISHER HAZARD CLASSIFICATIONS, SIZES, PLACEMENTS AND TRAVEL

DISTANCES PRIOR TO INSTALLATION.

occupant loads:

business occupancy = 1,920 sf / 150 sf / occ = 13 occ.

storage s2 occ. = 7,680 sf / 300 sf/occ = 26 occ total occupant load = 39 occ.

fire sprinkler note: based on the allowable area for non-sprinklered s2 occupancy ( 13,500 sf allowed), a fire sprinkler system is not required. however, the ahj, authority having jurisdiction, may require a fire sprinkler system/alarm based on the actual storage materials and equipment that the owner places in the storage area. contractor shall coordinate fire sprinkler requirements w/ the owner and ahj. if a fire sprinkler/alarm is required, it shall be designed by others and shall meet the requirements of fbc 2020, nfpa codes, and the florida fire prevention code.

options for pricing:

Contractors shall provide optional pricing as follows:

1. exterior metal panels as indicated on elevations

2. storage area floor finishes as indicated on finish schedule

3. STORAGE AREA - 8 FT HIGH METAL INTERIOR PANELS.

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ARCHITECT

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STRUCTURAL ENGINEER

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ELECTRICAL ENGINEER

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MECHANICAL ENGINEER

MEN

WOMEN

120'-0" equipment storage supervisor assistant break ROOM mechanic grinder & office parts ROOM office office

24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

120'-0"

17'-0" 8'-4"

16'-0" 22'-11" 7'-6" 11'-11" 17'-4" foyer

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A - 101 e a g l e s p r in g s g o l f c o u r s e

FLOOR PLAN

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

m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

D1 W1 D2 D1D2W1 W1

W1

D2

D2

W1

D1

D1D1 W1W1W1W1W1W1

W1

D1

W1

D2

D2

12'-0" 7'-4" 16'-8" 22'-0" 3'-6" 12'-10" 25'-6" 8'-2" 12'-0"

7'-6" 4'-6" 24'-0" 24'-0" 24'-0" 24'-0" 4'-6" 7'-6"

D3 D3 D3 D3 D3

D4

D4

D5 D5 D5

D5

D6

D6

D4

D7 bathroom restroom restroom bathroom bathroom closet

2'-2"

2' -4

/8

7' -8

/4

2'-2"

7'-9"

2'-6"

/2

/4

/4

UL 419 2 HRUL 419 2 HRUL 419 2 HR UL 419 2 HRUL 419 2 HRUL 419 2 HR

7' -6

/8

/8

7' -4

/1

1/

36 X 36

ADA SHWR

36 X 36

ADA SHWR

ADA DF

mechanical

2'-4 3/4" 7'-9"

8'-9 3/4"

UL 419 2 HR

D3

D8

REFRIG

SINK

ICE

MACHINEMW

indicates 2 hr wall assembly ul 419 or approved equal ada threshold ada threshold ada threshold ada thresholdada threshold ada threshold mop sink - provide s.s. mop and broom wall mounted holders cl of door /window typical steel frame by pemb -typical all locations interior walls to be 3 5/8" metal studs @ 16" oc w/ 5/8" painted gyp bd each side. stud ga and blocking per manufacturer's requirements.

provide 3" batt insulation for bathrooms and mechanical spaces

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A - 102 e a g l e s p r in g s g o l f c o u r s e elevations

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

m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

GUTTER, DOWNSPOUT - WHITE, & CONC. SPLASHBLOCK

front elevation right side elevation

METAL ROOF PANELS BY PEMB, LIGHT GREY COLORC

D

A TYPE 1, DARK GREY COLOR, PEMB METAL WALL PANELS

TYPE 2, LIGHT GREY COLOR, PEMB METAL WALL PANELS

D

C

D

A

H METAL TRIM BAND - WHITE, BY PEMB

GUTTER WHITEG

GGGGGG

H

G

7' -6

D1

D2

D3

D4

D5

D6

D7

D8

METAL ROOF PANELS BY PEMB, LIGHT GREY COLOR

TYPE 2, LIGHT GREY COLOR, PEMB METAL WALL PANELS

METAL ROOF PANELS BY PEMB, LIGHT GREY COLORC

GUTTER WHITE

TYPE 2, LIGHT GREY COLOR, PEMB METAL WALL PANELS

METAL TRIM BAND - WHITE, BY PEMB

TYPE 1, DARK GREY COLOR, PEMB METAL WALL PANELS

GUTTER, DOWNSPOUT - WHITE, & CONC. SPLASHBLOCKG

Q Q

METAL ROOF FASCIA BY PEMB, WHITE

METAL ROOF FASCIA BY PEMB, WHITE

METAL DOOR & TRIM - WHITE, TYPICAL

WINDOW TRIM - WHITE, TYPICAL

OH DOOR & TRIM - WHITE, TYPICAL

METAL ROOF FASCIA BY PEMB, WHITE

3.75

1.63

LEGEND

TYPE 1, COLOR 1, PEMB METAL WALL PANELS

STEEL PEMB FRAME

METAL ROOF PANELS BY PEMB

TYPE 2, COLOR 2, PEMB METAL WALL PANELS

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

METAL TRIM BAND / FLASHING BY PEMB

INTERIOR FINISH - COORDINATE W/ OWNER

CEILING - 5/8" TYPE X PAINTED GYP BD, COORDINATE W/ OWNER

CONCRETE FOUNDATION - REFER TO STRUCTURAL

3-5/8" METAL STUDS (6" @ PLUMBING WALLS IF REQUIRED)

CONCRETE FLOOR SLAB - REFER TO STRUCTURAL, PROVIDE VAPOR BARRIER

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

@ 16" OC W/ 5/8" TYPE X PAINTED GYP BD

SHOP DRAWINGS FROM THE METAL STUD MANUFACTURER

METAL STUD GAUGE, BRACING, ETC SHALL BE PER SIGNED AND SEALED

8 FT H METAL PANELS BY PEMB IN STORAGE AREA

5/8" PAINTED GYP BOARD OTHER SPACES

BUILDING SIGNAGE PER OWNER'S SPECIFICATIONS

R

WALL INSULATION W/ VAPOR RETARDER -

4" VINYL BASE ALL SPACES - EXCEPT STORAGE AREA

VINYL FLOOR TILE ALL SPACES EXCEPT STORAGE AREA

PROVIDE 3.5" BATT INSULATION ALL INTERIOR WALLS THAT ABUTT THE

MAIN STORAGE AREA AND ALL MECHANICAL AND BATHROOMS.

ON 6" 18 GA CEILING JOISTS @ 16" OC.

IN COMPLIANCE W/ FBC ENERGY CODE -

ROOF INSULATION W/ VAPOR RETARDER -

PROVIDE 2 HOUR WALL ASSEMBLY WHERE INDICATED ON PLAN

PROVIDE UL APPROVED FIRE CAULKING SYSTEM MATCHING FIRE RATING

OF WALL @ STEEL BEAM PENETRATIONS

LOUVERS - COORDINATE W/ MECHANICAL DRAWINGS

TYPICAL ALL SPACES EXCEPT MAIN STORAGE AREA

PROVIDE UL APPROVED 2HR ASSEMBLY UL I 506 OR APPROVED EQUAL

(2) LAYERS 5/8" TYPE ULIX GYP BD, LOOSELY LAID ON TOP OF MIN 6" D

STEEL JOISTS @16" OC AND (3) LAYERS TYPE ULIX GYP BD ATTACHED

TO THE BOTTOM OF THE STEEL CEILING JOISTS.

BASE - EQUAL TO MERCER #207 4" VINYL

INTERIOR WALLS -

OFFICES / BREAK ROOMS / RESTROOMS ETC. PAINTED GYP BD, PRIME COAT, (2)

COATS OF FINISH, COLOR PER OWNER, EPOXY PAINT IN RESTROOMS, MECH

SPACES, AND SURFACES EXPOSED TO STORAGE AREA

STORAGE AREA - 8 FT HIGH METAL PANELS BY PEMB MANUFACTURER - OPTIONAL

PRICE TO DELETE FOR OWNER COORDINATION

EXPOSED METAL FRAMES TO BE PAINTED AFTER REMOVING ALL RUST - USE

PRIMER AND PAINT DESIGNED FOR METAL - SUBMIT PAINT TO OWNER FOR

APPROVAL

INTERIOR DOOR FRAMES TO RECEIVE TNEMEC "GRAY COURT" #GR22.

STORAGE AREA FLOORS - PROVIDE OPTIONAL PRICES FOR:

1. SEALED CONCRETE W/ A NON-SLIP FINISH

2. PRIME COAT TNEMEC 201 PRIMER - 6-8 MILS

SECOND COAT TNEMEC 281 COAT - 8-12 MILS

TOP COAT TNEMEC 248 TOP COAT - 2-3 MILS

APPROVED EQUALS ARE ACCEPTABLE, COORDINATE WITH OWNER

CEILINGS - PAINTED GYP BD, 1 COAT PRIMER 2 COATS FINISH (EXCEPT

STORAGE AREA)

FINISH SCHEDULE

NOTE: FINISHES SHALL BE COORDINATED WITH OWNER

PRIOR TO PURCHASING AND CONSTRUCTION. SUBMIT

SAMPLES FOR OWNER APPROVAL.

EQUAL TO AZROCK V783

NOTE: PROVIDE 3" SOUND BATT IN BATHROOM AND

MECHANICAL ROOM WALLS.

FLOORING - (OFFICES, BREAK ROOM, BATHROOMS, HALLWAY, ETC) VINYL COMPOSITION TILE

room finish notes:

1. all floor finishes shall be in compiance w/ fbc accessibility chapter 3. exposed / polished concrete shall have slip-resistant finishes in compliance w/ fbc accessibility and the concrete polishing council. all flooring shall meet or exceed the floor dynamic coefficient of friction (dcof) as per accessibility codes for non-slip / slip resistant standards.

2. all gyp bd shall be 5/8" min. thickness. all exposed gyp bd shall be painted. moisture resistant gyp bd shall be "proroc" by certaineed or approved equal. FOR ALL MOISTURE RESISTANT CEILINGS, provide 2 x blocking @ 12" oc e.W.

3. INTERIOR WALLS AND CEILINGS IN THE RESTROOMS SHALL BE PAINTED AS FOLLOWS:

3.1 PRIMER: TNEMEC SERIES 151 ELASTO-GRIP FC APPLIED @ 1.0 MIL DRY FILM THICKNESS INTERMEDIATE: TNEMEC SERIES 113 TNEME-TUFCOAT APPLIED @ 4.0-6.0 MIL DRY FILM THICKNESS

FINISH: TNEMEC SERIES 113 TNEME-TUFCOAT APPLIED @ 4.0-6.0 MIL DRY FILM THICKNESS

4. CHANGES IN LEVEL: ALL FLOOR CHANGES IN LEVEL SHALL MEET FBC 2020 ACCESSIBILITY CODE. VERTICAL CHANGES IN LEVEL BETWEEN

1/4" HIGH MAX ARE PERMITTED TO BE VERTICAL . CHANGES IN LEVEL BETWEEN 1/4" HIGH AND 1/2" HIGH MAX SHALL BE BEVELED WITH A

SLOPE NOT STEEPER THAN 1:2 CHANGES IN LEVEL GREATER THAN 1/2" HIGH SHALL BE RAMPED AND SHALL COMPLY W/ SECTIONS 405 & 406.

DESCRIPTIONCODE

WINDOW SCHEDULE

3'-4" W X 4'-8" H IMPACT RATED WINDOW

NOTE: THE BASIS OF DESIGN FOR THE WINDOWS SHALL BE

"KAWNEER" NX3800, W/ THERMAL BREAK, ARGON GAS,

SOLAR BAN 70, AND AN .09 INNER LAYER. THE FRAME SHALL

ALUMINUM - FRAME COLOR AS SELECTED BY OWNER FROM

MANUFACTURER'S STANDARD COLORS. APPROVED EQUALS

ARE ACCEPTED IF APPROVED BY OWNER DURING BIDDING.

W1

NOTE: PROVIDE OWNER WITH AN OPTIONAL PRICE TO

REPLACE TYPE 1 PEMB WALL PANEL WITH A CONTINUATION

OF TYPE 2 PEMB WALL PANEL AND DELETE TRIM BAND H

EXTERIOR METAL WALL PANELS

O

12" H X 8 ' L ALUM BACKING W/ 8" H ALUM LETTERS

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DOOR SCHEDULE

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OFFICE DOOR, INTERIOR

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RESTROOM DOOR

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES

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PAINTED METAL, HM FRAME

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PAINTED GALV STEEL, HM FRAME

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EXTERIOR DOOR

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IMPACT RATED W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES

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PAINTED GALV STEEL, HM FRAME

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IMPACT RATED

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OH DOOR - ELECTRIC

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PERSONEL DOOR, INTERIOR

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PAINTED METAL, HM FRAME

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES, SMOKE GASKET, DOOR SWEEP

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BATHROOM DOOR

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES

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PAINTED METAL, HM FRAME

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KEYED ON THE EXTERIOR SIDE W/ PRIVACY TURN BUTTON ON INTERIOR SIDE

AutoCAD SHX Text 3-0 W, 6-8 H

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CLOSET DOOR

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES

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PAINTED WOOD, WD FRAME

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KEYED ON THE EXTERIOR SIDE W/ PRIVACY TURN BUTTON ON INTERIOR SIDE

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MINERAL FIBER INSULATION

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MINERAL FIBER INSULATION

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PRIVACY PUSH BUTTON ON INSIDE, INSIDE BUTTON LOCKS OUTSIDE LEVER. TURNING

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INSIDE LEVER RELEASES INDIDE BUTTON AND UNLOCKS LOCKSET.

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES, SMOKE GASKET, DOOR SWEEP

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KEYED ON THE EXTERIOR SIDE W/ PRIVACY TURN BUTTON ON INTERIOR SIDE

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MECH CLOSET

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NOTE: PROVIDE OPTION PRICE FOR NON - IMPACT RATING FOR EXTERIOR DOORS & WINDOWS.

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(2) 3-0 W, 6-8 H

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PAINTED METAL, HM FRAME

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1.5 HOUR FIRE RATED UL ASSEMBLY

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W/ CLOSERS & ADA COMPLIANT LOCKSETS/HANDLES, SMOKE GASKET, DOOR SWEEP

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KEYED ON THE EXTERIOR SIDE W/ PRIVACY TURN BUTTON ON INTERIOR SIDE

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1.5 HOUR FIRE RATED UL ASSEMBLY

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PRIVACY PUSH BUTTONS, INSIDE PUSH BUTTON LOCKS OUTSIDE LEVER

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PROVIDE COAT HOOK

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PROVIDE COAT HOOK

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PAINTED METAL, HM FRAME

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NOTE: PROVIDE OPTION PRICE FOR NON IMPACT RATING FOR EXTERIOR DOORS & WINDOWS.

MINERAL FIBER INSULATION

C H

IT

E C T U ja r c h m s n .c o m

R U S S E L L J

O H N S

C H

IT

E

A - 103 e a g l e s p r in g s g o l f c o u r s e m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

G elevations

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

rear elevation left side elevation

INSULATION SYSTEM

1. INSULATION SYSTEM SHALL BE "SIMPLE SAVER SYSTEM" W/ OSHA

COMPLIANT FALL PROTECTION OR APPROVED EQUAL.

2. INSULATION SHALL BE IN COMPLIANCE W/ FBC 2020 ENERGY CODE

FOR METAL BUILDING, CLIMATE ZONE 2, ALL OTHER CATEGORY.

Q Q

3.75

1.63

NOTE: PROVIDE OWNER WITH AN OPTIONAL PRICE TO

REPLACE TYPE 1 PEMB WALL PANEL WITH A CONTINUATION

OF TYPE 2 PEMB WALL PANEL AND DELETE TRIM BAND H

EXTERIOR METAL WALL PANELS

LEGEND

TYPE 1, COLOR 1, PEMB METAL WALL PANELS

STEEL PEMB FRAME

METAL ROOF PANELS BY PEMB

TYPE 2, COLOR 2, PEMB METAL WALL PANELS

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

METAL TRIM BAND / FLASHING BY PEMB

INTERIOR FINISH - COORDINATE W/ OWNER

CEILING - 5/8" TYPE X PAINTED GYP BD, COORDINATE W/ OWNER

CONCRETE FOUNDATION - REFER TO STRUCTURAL

3-5/8" METAL STUDS (6" @ PLUMBING WALLS IF REQUIRED)

CONCRETE FLOOR SLAB - REFER TO STRUCTURAL, PROVIDE VAPOR BARRIER

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

@ 16" OC W/ 5/8" TYPE X PAINTED GYP BD

SHOP DRAWINGS FROM THE METAL STUD MANUFACTURER

METAL STUD GAUGE, BRACING, ETC SHALL BE PER SIGNED AND SEALED

8 FT H METAL PANELS BY PEMB IN STORAGE AREA

5/8" PAINTED GYP BOARD OTHER SPACES

BUILDING SIGNAGE PER OWNER'S SPECIFICATIONS

R

WALL INSULATION W/ VAPOR RETARDER -

4" VINYL BASE ALL SPACES - EXCEPT STORAGE AREA

VINYL FLOOR TILE ALL SPACES EXCEPT STORAGE AREA

PROVIDE 3.5" BATT INSULATION ALL INTERIOR WALLS THAT ABUTT THE

MAIN STORAGE AREA AND ALL MECHANICAL AND BATHROOMS.

ON 6" 18 GA CEILING JOISTS @ 16" OC.

IN COMPLIANCE W/ FBC ENERGY CODE -

ROOF INSULATION W/ VAPOR RETARDER -

PROVIDE 2 HOUR WALL ASSEMBLY WHERE INDICATED ON PLAN

PROVIDE UL APPROVED FIRE CAULKING SYSTEM MATCHING FIRE RATING

OF WALL @ STEEL BEAM PENETRATIONS

LOUVERS - COORDINATE W/ MECHANICAL DRAWINGS

TYPICAL ALL SPACES EXCEPT MAIN STORAGE AREA

PROVIDE UL APPROVED 2HR ASSEMBLY UL I 506 OR APPROVED EQUAL

(2) LAYERS 5/8" TYPE ULIX GYP BD, LOOSELY LAID ON TOP OF MIN 6" D

STEEL JOISTS @16" OC AND (3) LAYERS TYPE ULIX GYP BD ATTACHED

TO THE BOTTOM OF THE STEEL CEILING JOISTS.

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REVISIONS

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NO.

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DATE

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REVIEWED

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R U S S E L L J

O H N S

C H

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A - 104

BUILDING SECTION

NTS

e a g l e s p r in g s g o l f c o u r s e m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

B C

E

K

N

I

3.75

A

E

E

F

G

D

H

J

L L

B

M

J

F

B

M

J

F

C

1/ 2"

1.63 top of pemb frame top of pemb frame top of pemb frame top of pemb frame

16'-0"

B

EE

F

G

G

I

I

L

FXD.FXD.

REFRIGERATOR

9'- 6" (FIELD ADJUST)

SCALE: NTS

BREAK ROOM CABINET ELEVATIONS

4" TOE KICK -

MATCH WALL BASE

COORDINATE SIZE

W/ OWNER'S SELECTION

(1) ADJUSTABLE SHELF

PER CABINET

NO SHELF

THIS CABINET

TOP OF

COUNTER

NOTE:

1. COORDINATE CABINET DESIGN WITH OWNER - SUBMIT

SHOP DRAWINGS FOR OWNER APPROVALS PRIOR

TO PURCHASE / CONSTRUCTION OF CABINETS.

2. CABINETS TO BE PLASTIC LAMINATE OVER 3/4" PLYWOOD.

3. HARDWARE TO BE STAINLESS STEEL, COMMERCIAL GRADE

SINK

UL 419 2 HR

P

Q Q

R

2"

L L L

MW

ICE

MAKER

DEMISING WALL - U419 or approved equal

1. 3 5/8 " METAL STUDS - @ 16" OC - gauge and blocking per manufacturer's requirements - 25 ga min.

2. (2) layers of 5/8 " sheetrock firecode core panels EACH SIDE OF WALL - provide r19 insulation.

3. provide ul approved fire rated assembly at all voids & penetrations

LEGEND

TYPE 1, COLOR 1, PEMB METAL WALL PANELS

STEEL PEMB FRAME

METAL ROOF PANELS BY PEMB

TYPE 2, COLOR 2, PEMB METAL WALL PANELS

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

METAL TRIM BAND / FLASHING BY PEMB

INTERIOR FINISH - COORDINATE W/ OWNER

CEILING - 5/8" TYPE X PAINTED GYP BD, COORDINATE W/ OWNER

CONCRETE FOUNDATION - REFER TO STRUCTURAL

3-5/8" METAL STUDS (6" @ PLUMBING WALLS IF REQUIRED)

CONCRETE FLOOR SLAB - REFER TO STRUCTURAL, PROVIDE VAPOR BARRIER

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

@ 16" OC W/ 5/8" TYPE X PAINTED GYP BD

SHOP DRAWINGS FROM THE METAL STUD MANUFACTURER

METAL STUD GAUGE, BRACING, ETC SHALL BE PER SIGNED AND SEALED

8 FT H METAL PANELS BY PEMB IN STORAGE AREA

5/8" PAINTED GYP BOARD OTHER SPACES

BUILDING SIGNAGE PER OWNER'S SPECIFICATIONS

R

WALL INSULATION W/ VAPOR RETARDER -

4" VINYL BASE ALL SPACES - EXCEPT STORAGE AREA

VINYL FLOOR TILE ALL SPACES EXCEPT STORAGE AREA

PROVIDE 3.5" BATT INSULATION ALL INTERIOR WALLS THAT ABUTT THE

MAIN STORAGE AREA AND ALL MECHANICAL AND BATHROOMS.

ON 6" 18 GA CEILING JOISTS @ 16" OC.

IN COMPLIANCE W/ FBC ENERGY CODE -

ROOF INSULATION W/ VAPOR RETARDER -

PROVIDE 2 HOUR WALL ASSEMBLY WHERE INDICATED ON PLAN

PROVIDE UL APPROVED FIRE CAULKING SYSTEM MATCHING FIRE RATING

OF WALL @ STEEL BEAM PENETRATIONS

LOUVERS - COORDINATE W/ MECHANICAL DRAWINGS

TYPICAL ALL SPACES EXCEPT MAIN STORAGE AREA

PROVIDE UL APPROVED 2HR ASSEMBLY UL I 506 OR APPROVED EQUAL

(2) LAYERS 5/8" TYPE ULIX GYP BD, LOOSELY LAID ON TOP OF MIN 6" D

STEEL JOISTS @16" OC AND (3) LAYERS TYPE ULIX GYP BD ATTACHED

TO THE BOTTOM OF THE STEEL CEILING JOISTS.

APPLIANCE SCHEDULE:

COORDINATE W/ OWNER FOR FINAL SELECTIONS.

APPROVED EQUALS ARE ACCEPTABLE

GE 27.8 cu ft FRENCH DOOR REFRIGERATOR w/ Ice Maker S

S

T

U

Stainless Steel

GE Profile 2.2 cu. ft. Countertop Sensor MICROWAVE OVEN T

Model # PES7227SLSS

EDGESTAR IB250SS 15" wide 20 lb Built-In ICE MAKER U

Model # IB250SS

SHELF FOR

MICROWAVE

Model #PFE28KYNFS

Stainless Steel

Stainless Steel

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REVIEWED

B A

BATHROOM - MOUNTING HEIGHTS

E

D

TOILET ACCESSORIES

A TOILET TISSUE DISPENSER

B ADA SHWR GRAB BARS

C ADA MIRROR

D SOAP DISPENSER

E PAPER TOWEL DISPENSER & WASTE RECEPTACLE

F 36" ADA GRAB BAR

G 42" ADA GRAB BAR

H 18" VERTICAL ADA GRAB BAR

I ADA LAVATORY

J ADA WCFG

H

I

JJ

F

NOTES:

1. COORDINATE TOILET ACCESSORIES WITH OWNER.

SUBMIT FULL SHOP DRAWINGS / CUT SHEETS FOR

OWNER APPROVAL DURING BIDDING.

2. COORDINATE MOUNTING HEIGHTS OF

ACCESSORIES WITH MANUFACTURER'S DATA FOR

ADA COMPLIANCE.

1'-0"

3'-6"

3'-4"

8"

1'

1/

3'-0"

MEN

WOMEN

7'-6"

D1

D4

D4

D5

D6

D6 restroom restroom bathroom bathroom 2'-6"

/2

/4

/4

7' -6

/8

/8

36 X 36

ADA SHWR

36 X 36

ADA SHWR

ADA DF

mechanical

2'-4 3/4" 7'-9"

D3

D8D8

A R

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R U S S E L L J

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A - 105 e a g l e s p r in g s g o l f c o u r s e m a in t e n a n c e b u il d in g w a l t o n c o u n t y f l o r id a

BATHROOM ACCESSORY PRODUCT SELECTION SCHEDULE

NOTE: Specified products listed are for design intent/quality control, approved equals are accepted as approved by owner. Submit complete shop drawings and specs for owner review and approval.

COAT HOOK Bobrick B-6707 satin finished stainless steel finished single utility/coat hook.

Mirror - Bobrick B-292 1830 seried welded satin stainless steel finish framed mirror with 5" shelf, 18" x 30".

PTC; Bobrick B-262 classic series satin stainless steel finished surface mounted paper towel cabinet for folded paper.

SDISP, Bobrick B-2111 classic series surface mounted soap dispensers with satin stainless steel finish.

TPH; Bobrick B-6867 classic series surface mounted satin stainless steel finish two roll toilet paper holder.

ADA COMPLIANT LAV ( exposed piping shall be insulated per ada requirements)

ADA COMPLIANT WATER CLOSET -

ADA COMPLIANT WALL MOUNTED URINAL - kohler Steward Hybrid K-5244-ET-0 or owner approved equal

GB; Bobrick B-6806.99 series peened satin stainless steel finished grab bars for accessible toilet size 42" L side wall, 36" L back wall

Bobrick B 2260 satin stainless steel floor standing waste receptacle

K COAT HOOK, S.S.

TYPICAL

A

A

A

B

B

L ADA FOLDING SEAT

L

L

C

C

C

(3 LOCATIONS)

D

D

D

E

E

E

F

F

G

G

H

H

H

I

I

J

J

K

K

K

ENLARGED RESTROOM FLOOR PLAN

11'-3"

COORDINATE WALL THICKNES

W/ PLUMBING DRAWINGS

SD-1

CONTROL

VALVE

BY MECH

CONTROL

WALL

WATER

SUPPLY

CURTAIN

ROD

GB

ACCESSIBLE SHOWER - TRANSFER TYPE SHOWER WITH SEAT

7" 9"

4"

2"

GB

1'-6"

1'

GB

SIDE BACK PLAN

3'-0"

SIDE

FSB

1'

3'-0"

1'-0"

SHOWER

ACCESS

CLEARANCE

FSB

1'

3'-0"

" 6

1. 36" X 36" CLEAR ACCESSIBLE TRANSFER TYPE SHOWER. DIMENSIONS ARE ABSOLUTE CLEAR INSIDE INCLUDING FINISHES.

2. PROVIDE HAND HELD SHOWER WITH SLIDE BAR, ADJUSTABLE MECHANISE AND BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING OR

TWISTING OF THE WRIST. MAX. 5 LB FORCE TO OPERATE.

3. GB BLKG TO BE DESIGNED FOR 250 LB LAT. AND DEAD LOADS.

4. HAND HELD SHOWER MUST HAVE A NON-POSITIVE SHUT OFF AND A HOSE THAT IS 59" LONG MIN.

1'-5"

3/8" = 1'-0"

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N.T.S.

STRUCTURAL GENERAL

NOTES

S001

AB ANCHOR BOLT

ADDL ADDITIONAL

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECTURAL or ARCHITECT

B/ BOTTOM OF

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOS BOTTOM OF STEEL

BRG BEARING

B/S BOTTOM SIDE

BTM or (B) BOTTOM, "BOT" SIM

BTW BETWEEN

CB CARRIAGE BOLT

CFS COLD FORMED STEEL

CIP CAST IN PLACE

C.J. CONTROL JOINT

CL or (℄) CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

C.O. CASED OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE or CONTINUOUS

CSJ CONSTRUCTION JOINT

CTR CENTERED, "CNTR'd" SIM

DET DETAIL

DBL DOUBLE

DIA or (∅) DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

D.L. DEAD LOAD

DN DOWN

DWG DRAWING

DWL DOWEL

EA EACH

E.E. EACH END

E.F. EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EMBED EMBEDDED or EMBEDMENT

EOS EDGE OF SLAB

E.G. EXISTING GRADE

E.S. EACH SIDE

EQ EQUAL

E.W. EACH WAY

EX EXISTING

EXPB EXPANSION BOLT

EXT EXTERIOR

F.F. FAR FACE

FFE FINISHED FLOOR ELEVATION

F.G. FINISHED GRADE

FIN FINISH

FL FLOOR

FLG FLANGE

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FULL PENETRATION

F/S FAR SIDE

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GDR GIRDER

GP GUSSET PLATE

HAS HEADED ANCHOR STUD

HD HOLDOWN

HDG HOT DIP GALVANIZED

HDR HEADER

HK HOOK

HORZ HORIZONTAL

HSB HIGH STRENGTH BOLT

H.S.S. HEADED SHEAR or "NELSON" STUD HSS HOLLOW STL SECTION or TUBE

I.F. INSIDE FACE

IN INCH OR INCHES

INT. INTERIOR

INV INVERT

JST JOIST

JT JOINT

K KIP (1,000 POUNDS)

LB POUNDS

L.E. LEFT END

L.L. LIVE LOAD

LLD LONG LEG DOWN

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LVL LAMINATED VENEER LUMBER

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MFGR MANUFACTURER

MID or (M) MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

M.R.D. METAL ROOF DECK

MTL METAL

MTRL MATERIAL

N.F. NEAR FACE

NOM NOMINAL

NO. NUMBER OR #

N/S NEAR SIDE

NS NON-SHRINK

N.T.S. NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O.C. ON CENTER, "C.C." SIM

O.D. OVERALL DIM. "O/O" SIM

O.F. OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

PCC PRECAST CONCRETE

PEN PENETRATION

PERP PERPENDICULAR

P.L. POINT LOAD

PL PLATE

PSL PARALLEL STRAND LUMBER

PT POINT

P.T. PRESSURE TREATED or POST-TENSION

P.U. RIGHT END

REINF REINFORCING

REF REFERENCE

RET RETURN

REQ REQUIRED

R.L.L. ROOF LIVE LOAD

R.O. ROUGH OPENING

SC SLIP CRITICAL

SCHED SCHEDULE

S.D.N. STRUCTURAL DESIGN NOTES

SIM SIMILAR

SOG SLAB ON GRADE

S.E. STUD PACK

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL, "S.S." SIM

STAG STAGGERED

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STRUCTURAL, "STRUCT" SIMILAR

S.W. SHEAR WALL

SYM SYMMETRICAL

T or (T) TOP

T&B TOP AND BOTTOM

T&S TEMPERATURE & SHRINKAGE REINF.

T/ TOP OF

T/S TOP SIDE

TDR THREADED ROD

TEMP. "T&S" FOR REINF, ELSE TEMPORARY

THK THICK OR THICKNESS

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE, "U.N.O." SIM

UWA UNDER WALL ABOVE, "U.W.A." SIM

VERT VERTICAL

W/ WITH

WF WIDE FLANGE

WP WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

ABBREVIATIONS

STRUCTURAL GENERAL NOTES

MINIMUM LAP SPLICE LENGTH (IN.) - 3000 PSI CONCRETE

No. 3

6-in CMU WALL

8-in CMU WALL

12-in CMU WALL

No. 4 No. 5 No. 6 No. 7

39 81

DETAILING

21 23 29 37 50

RECOMMENED END HOOKS ANCHORAGE LENGTH (IN.) - 3000 PSI CONCRETE

No. 3

A or G

No. 4 No. 5 No. 6 No. 7 No. 8

6 8 10 12 14 16

D 2.25 3.00 3.75 4.50 5.25 6.00

MINIMUM LAP SPLICE LENGTH (IN.) - 1500 PSI NORMAL WEIGHT CMU

No. 8

1. GENERAL NOTES:

1.1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS

AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT

THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS,

EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

1.2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH

THE AFFECTED PART OF THE WORK.

1.3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE

ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD

FOR REVIEW OF ANY SUCH DEVIATIONS.

1.4. DO NOT SCALE DRAWINGS.

1.5. 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 ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING

ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, AND TIEDOWNS.

1.6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY

DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE

DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY

ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL

DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD.

1.7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY

DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO

THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION

OF ANY STRUCTURAL MEMBERS.

1.8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY

RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES,

SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND

SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION

WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR

ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF

THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

1.9. THE REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES

NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK SHOP

DRAWINGS PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR

REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE

PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND

DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR ALSO SHALL BE

RESPONSIBLE FOR MEANS, METHOD, TECHNIQUES, SEQUENCES, AND PROCEDURES OF

CONSTRUCTION.

1.10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF ATLAS ENGINEERING AND

CONSULTING, LLC IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE

CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT

DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE

OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK.

1.11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFE SPAN AND TO ENSURE

STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF

MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE

ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE

COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL

JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED

STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.

1.12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED STEEL FRAMING, OR

OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE

DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE

CONTRACT DOCUMENTS.

1.13. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE 7TH EDITION (2020).

REFERENCE TO OTHER CODES OR STANDARD SPECIFICATIONS REFER TO THE LATEST EDITION

OF SUCH CODES OR SPECIFICATIONS, UNLESS STATED OTHERWISE.

1.14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS

SHOWN ON CONTRACT DOCUMENTS.

1.15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ELEVATION. SEE

CIVIL DRAWINGS FOR ACTUAL ELEVATION.

1.16. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY

ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU

OF PREPARATION OF SHOP DRAWINGS IS PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS

OBTAINED FROM ENGINEER OF RECORD.

1.17. IN THE EVENT THAT THE STRUCTURAL CONTRACTS DRAWINGS AND SPECIFICATIONS

CONFLICT ON INFORMATION, THE STRUCTURAL CONTRACT DRAWINGS SHALL SUPERSEDE

THE SPECIFICATIONS.

2. CODE DESIGN:

2.1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE.

2.2. FLOOD DESIGN DATA:

FLOOD ZONE = X

BFE = N/A

PANEL NO = 12131C0260G

3. FOUNDATIONS:

3.1. THE FOUNDATIONS ARE DESIGNED FOR AN ANTICIPATED ALLOWABLE SOIL BEARING

PRESSURE OF 2,000 PSF ON COMPACTED FILL IF GEOTECHNICAL INVESTIGATION HAS NOT

BEEN CONDUCTED.

3.2. REGARDLESS OF WHETHER OR NOT A GEOTECHNICAL INVESTIGATION IS PERFORMED, NO

WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE BY ATLAS ENGINEERING AND CONSULTING,

LLC FOR THE PERFORMANCE OF THE FOUNDATION.

3.3. AT A MINIMUM, SITE PREPARATION WORK SHALL INCLUDE:

3.3.1. STRIPPING AND GRUBBING OF THE BUILDING FOOTPRINT PLUS A MARGIN OF 5 FEET

AROUND THE BUILDING, REMOVING ALL ORGANIC MATERIALS.

3.3.2. PROOF ROLLING THE BUILDING SITE TO LOCATE ANY UNFORESEEN SOFT AREAS. ANY

SOFT AREAS SHALL BE\ EXCAVATED AND REPLACED WITH CLEAN FILL. A DENSITY OF AT

LEAST 95% FOR A DEPTH OF 2 FEET IS REQUIRED UNDER THE BUILDING FOOTPRINT.

3.3.3. ALL FILL SHALL BE CLEAN SAND AND FREE OF ORGANIC MATERIALS. COMPACT FILL IN 12

INCH (UNCOMPACTED THICKNESS) LIFTS TO A MINIMUM OF 95% OF THE MODIFIED

PROCTOR MAXIMUM DRY DENSITY VALUE.

3.3.4. EXCAVATIONS FOR FOUNDATIONS SHALL BE COMPACTED TO 95% FOR A DEPTH OF AT

LEAST 2 FEET BELOW THE BOTTOM OF THE FOUNDATION.

3.3.5. DEWATERING MAY BE REQUIRED TO ACHIEVE THE REQUIRED COMPACTION VALUES, AND

IF USED, SHOULD DRAW DOWN THE WATER LEVEL TO AT LEAST 2 FEET BELOW THE

BOTTOM OF THE EXCAVATION.

3.4. SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL, CLASS "B" VAPOR RETARDER. VAPOR

RETARDER SHALL BE LAPPED A MINIMUM OF 6", OR AS RECOMMENDED BY THE

MANUFACTURER (WHICHEVER IS GREATER) AND TAPED AT ALL JOINTS. ALL PUNCTURES IN

THE VAPOR RETARDER SHALL BE REPAIRED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

ALL PENETRATIONS THROUGH THE VAPOR RETARDER (COLUMNS, PLUMBING, CONDUITS, ETC)

SHALL BE SEALED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. VAPOR RETARDER SHALL

BE CONTINUOUS UNDER WALL FOUNDATIONS OR SEALED TO EXTERIOR WALLS PER

MANUFACTURER'S WRITTEN INSTRUCTIONS.

4. CONCRETE:

4.1. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND

SPECIFICATIONS.

4.2. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE

FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

4.2.1. FOUNDATIONS & SLAB-ON-GRADE 3,000 PSI

4.2.2. STRUCTURAL SLABS 4,000 PSI

4.2.3. CIP BEAMS, COLUMNS & WALLS 4,000 PSI

4.2.4. EXTERIOR RETAINING WALLS 4,000 PSI

4.3. 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.

4.4. 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.

4.5. 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.

4.6. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH

THE APPROVAL OF THE ENGINEER.

4.7. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH

PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE.

4.8. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI

318, 20.6.

4.9. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS

PER 26.4.4 OF ACI 318.

4.10. CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH 6x6 W1.4xW1.4 STEEL MESH OR

SYNTHETIC FIBERS AT A MINIMUM RATE OF 3.0 LBS/CY, OR AS RECOMMENDED BY THE FIBER

MANUFACTURER FOR CONTROL OF TEMPERATURE AND SHRINKAGE/CRACKING, WHICHEVER

IS GREATER. UNLESS NOTED OTHERWISE.

4.11. WHEN WATER-BASED ADHESIVE ARE BEING USED ON CONCRETE SURFACES, THE

CONTRACTOR SHALL VERIFY THAT THE WATER CONTENT OF THE CONCRETE IS WITHIN THE

ALLOWABLE RANGE BEFORE INSTALLATION.

4.12. CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

5. REINFORCING STEEL

5.1. 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.

5.2. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE CLEAR COVER UNO (PER ACI

318-05 PAR.7.7.1)

5.2.1. CONCRETE CAST AGAINST EARTH: 3"

5.2.2. FORMED CONCRETE EXPOSED

TO EARTH OR WEATHER: 2" (#6 BARS & LARGER)

1-1/2" (#5 BARS & SMALLER)

5.2.3. CONCRETE NOT EXPOSED

TO EARTH OR WEATHER: 3/4" (SLABS)

1" (WALLS)

1-1/2" (STIRRUPS & TIES)

5.3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION.

5.4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.

5.5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND

TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH

SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS.

5.6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL

BARS WITH CLASS B TENSION LAP SPLICES, U.N.O.

5.7. WHERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO

EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF

THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS

REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE

CRITERIA.

5.8. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE APPROVED BY THE

STRUCTURAL EOR.

5.9. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING

REINFORCING STEEL IN MAT SLABS, CAST-IN-PLACE WALLS, AND STRUCTURAL SLABS SHALL

BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

5.10. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED

AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES

AND REQUIREMENTS FOR REINFORCED CONCRETE, "ACI 318" AND THE "MANUALS OF

STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315 (LATEST

EDITION).

5.11. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE SECURELY TIED AND SUFFICIENTLY

SUPPORTED TO MAINTAIN THE POSITION WITHIN SPECIFIED TOLERANCES DURING ALL

CONSTRUCTION ACTIVITIES. "WET STICKING” DOWELS INTO CONCRETE IS NOT PERMITTED.

5.12. CONTINUOUS REINFORCEMENT SHALL BE PROVIDED WHEREVER POSSIBLE. REINFORCEMENT

SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL CONTRACT DOCUMENTS.

STAGGER SPLICES WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED

OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED

REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS

NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

5.13. REINFORCING STEEL SHALL NOT BE WELDED OR TACK WELDED UNLESS APPROVED BY THE

STRUCTURAL EOR.

5.14. ALL STEEL REINFORCING USED IN SLAB-ON-GRADE CONSTRUCTION IS REQUIRED TO BE

SUPPORTED IN THE CENTER TO UPPER ONE THIRD OF THE SLAB.

6. WELDED WIRE FABRIC:

6.1. SHALL 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.

6.2. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.

6.3. ALL WELD WIRE MESH USED IN SLAB-ON-GRADE CONSTRUCTION IS REQUIRED TO BE

SUPPORTED IN THE CENTER TO UPPER ONE THIRD OF THE SLAB.

7. WOOD:

7.1. STRUCTURAL GLUED LAMINATED TIMBER SHALL BE PRODUCED IN ACCORDANCE WITH THE

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC). MINIMUM ALLOWABLE BENDING

STRESS SHALL BE 2,400 PSI (DRY CONDITIONS).

7.2. PROVIDE DRESSED SEASONED LUMBER, S4S, WITH A MAXIMUM MOISTURE CONTENT OF 19%

AT TIME OF DRESSING AS LISTED BELOW.

7.2.1. INTERIOR AND EXTERIOR LOAD-BEARING WALLS:

SOUTHERN PINE, NO. 2 GRADE.

7.2.2. LINTELS, FLOOR JOISTS AND BEAMS:

SOUTHERN PINE, NO. 2 GRADE.

7.2.3. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FOUNDATION GRADE

PRESSURE-TREATED. USE GALVANIZED NAILS IN PRESSURE-TREATED WOOD. THE

PROTECTIVE COATING ON LIGHT GAUGE STEEL CONNECTIONS IN CONTACT W/

PRESSURE-TREATED WOOD SHALL BE IN ACCORDANCE WITH THE CONNECTOR

MANUFACTURERS RECOMMENDATIONS.

7.3. ENGINEERED LUMBER PRODUCTS

7.3.1. PARALLEL STRAND LUMBER (PSL) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE

STRESSES AND PROPERTIES:

ALLOWABLE BENDING STRESS F/B = 2900 PSI

COMPRESSION PERPENDICULAR TO GRAIN F/C┴ = 750 PSI

COMPRESSION PARALLEL TO GRAIN F/C││ = 2900 PSI

HORIZONTAL SHEAR F/V = 290 PSI

MODULUS OF ELASTICITY E = 2,000,000 PSI

7.3.2. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE

STRESSES AND PROPERTIES:

ALLOWABLE BENDING STRESS F/B = 2600 PSI

COMPRESSION PERPENDICULAR TO GRAIN F/C┴ = 750 PSI

COMPRESSION PARALLEL TO GRAIN F/C││ = 2510 PSI

HORIZONTAL SHEAR F/V = 285 PSI

MODULUS OF ELASTICITY E = 2,000,000 PSI

7.3.3. LAMINATED STRAND LUMBER (LSL) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE

STRESSES AND PROPERTIES:

ALLOWABLE BENDING STRESS F/B = 1700 PSI

COMPRESSION PERPENDICULAR TO GRAIN F/C┴ = 710 PSI

COMPRESSION PARALLEL TO GRAIN F/C││ = 1835 PSI

HORIZONTAL SHEAR F/V = 425 PSI

MODULUS OF ELASTICITY E = 1,300,000 PSI

7.3.4. GLULAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE STRESSES AND

PROPERTIES:

ALLOWABLE BENDING STRESS F/B = 3000 PSI

COMPRESSION PERPENDICULAR TO GRAIN F/C┴ = 805 PSI

TENSION PARALLEL TO GRAIN F/T││ = 1350 PSI

HORIZONTAL SHEAR F/V = 300 PSI

MODULUS OF ELASTICITY E = 2,100,000 PSI

7.3.5. PRESERVED GLULAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE

STRESSES AND PROPERTIES:

ALLOWABLE BENDING STRESS F/B = 2400 PSI

COMPRESSION PERPENDICULAR TO GRAIN F/C┴ = 740 PSI

HORIZONTAL SHEAR F/V = 300 PSI

MODULUS OF ELASTICITY E = 1,800,000 PS

7.4. STRUCTURAL PANELS

7.4.1. FLOOR PANELS SHALL BE CONSTRUCTED WITH TONGUE AND GROOVE APA RATED,

EXPOSURE 1, 23

32" PLYWOOD. FLOOR PANELS SHALL BE GLUED AND NAILED W/ 10D RING

SHANK NAILS @ 4" O/C AT PANEL EDGES AND AT 6" O/C IN THE FIELD.

7.4.2. WALL PANELS SHALL BE CONSTRUCTED WITH APA RATED, EXPOSURE 1, 15 32" SHEATHING, SHEATHING SHALL BE ATTACHED WITH 10D COMMON NAILS @ 3" O/C AT PANEL EDGES

AND 6" O/C IN THE FIELD. ALL PANEL EDGES SHALL BE BLOCKED.

7.4.3. ROOF PANELS SHALL BE CONSTRUCTED WITH APA RATED, EXPOSURE 1, 19 32" SHEATHING.

SHEATHING SHALL BE ATTACHED WITH 10D RING SHANK NAILS @ 4" O/C AT PANEL EDGES

AND AT 6" O/C IN THE FIELD. ALL PANEL EDGES SHALL BE BLOCKED OR ATTACHED WITH

SIMPSON PSCA PANEL SHEATHING CLIPS. NAIL HEADS SHALL NOT PENETRATE THE

OUTER SURFACE OF SHEATHING.

7.5. FABRICATED WOOD TRUSSES

7.5.1. DESIGN OF WOOD TRUSSES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SUBMIT SHOP DRAWINGS, DESIGN LOAD DATA, AND SUPPORT REACTIONS SEALED BY AN

ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF SHOP DRAWINGS SHALL BE FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS WITH REGARD TO TRUSS

CONFIGURATION, AND THE CONTRACTOR'S INTERPRETATION OF DESIGN LOADS AND

DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE FULL

RESPONSIBILITY FOR THE DESIGN OF THE TRUSSES OR TRUSS CONNECTIONS NOT

SPECIFICALLY DETAILED IN THE CONTRACT DOCUMENTS.

7.5.2. ERECTION AND TEMPORARY BRACING OF PREFABRICATED WOOD TRUSSES SHALL BE IN

CONFORMANCE WITH THE RECOMMENDATIONS OF THE TRUSS MANUFACTURER AND

THE TRUSS PLATE INSTITUTE'S "BRACING WOOD TRUSSES: COMMENTARY AND

RECOMMENDATIONS".

7.5.3. SECURE EACH COMMON ROOF TRUSS/RAFTER TO TOP PLATE WITH SIMPSON H-10 OR H-7

HURRICANE CLIP AT ALL BEARING POINTS. USE SIMPSON H-7 AT GIRDER TRUSSES.

PROVIDE A MINIMUM OF TWO STUDS UNDER GIRDER TRUSS END BEARING.

7.5.4. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION

WITH SUPPORT POINTS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AVOID

TIPPING.

7.5.5. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE

POINT VERTICAL PICK AND CARE IS TO BE USED IN LIFTING TO MINIMIZE HORIZONTAL

BENDING.

7.5.6. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS

SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE.

7.5.7. DOUBLE TRUSSES SHALL BE NAILED TOGETHER W/ 10D @12" O.C. EACH SIDE, TOP AND

BOTTOM CHORDS & WEBS.

7.5.8. TRUSS TO TRUSS CONNECTIONS SHALL BE VERIFIED BY THE TRUSS DESIGNER.

7.5.9. CONTRACTOR TO REFER TO "STANDARD FOR HURRICANE RESISTANT CONSTRUCTION

SSTD 10-99 FOR FRAMING REQUIREMENTS OF WOOD FRAMED WALL SYSTEMS.

7.5.10. FLOOR TRUSS LOADS:

FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS

UNLESS A SPECIAL LOADING PATTERN IS PROVIDED BY THE

STRUCTURAL ENGINEER OF RECORD.

TOP CHORD LIVE LOAD 40 PSF

TOP CHORD DEAD LOAD 20 PSF

BOTTOM CHORD DEAD LOAD 10 PSF

TOTAL 70 PSF

7.5.11. ROOF TRUSS LOADS:

ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS

UNLESS A SPECIAL LOADING PATTERN IS PROVIDED BY THE

STRUCTURAL ENGINEER OF RECORD.

TOP CHORD LIVE LOAD 20 PSF

TOP CHORD DEAD LOAD 20 PSF

BOTTOM CHORD DEAD LOAD 10 PSF

TOTAL 40 PSF

7.6. CONNECTIONS

7.6.1. CONNECTIONS FOR STRUCTURAL TIMBER SHALL BE GALVANIZED…