EAGLE_SPRINGS_MAINTENANCE_BLDG_Arch_Plans.pdf

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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 when required by the local ahj.

8. exterior doors shall be impact rated when required by the local ahj.

9. FIRE SPINKLER / FIRE ALARM if required shall be DESIGNed BY OTHERS AS REQUIRED TO MEET FBC 2020, NFPA, & FLORIDA FIRE PREVENTION CODE when required by the local ahj.

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.

BIDDING DOCUMENTS

11.17.23

METAL BUILDING - EQUIPMENT STORAGE AND OFFICE SPACE

WALTON COUNTY FLORIDA

TOTAL SF = 9.600 SF

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

MAINTENANCE BUILDING

BUILDING DESIGN DATA

APPLICABLE CODES

INDEX OF DRAWINGS

MAIN BUILDING

A100 COVER

A101 LIFE SAFETY PLAN

A101.5 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

2023 florida building code, building, 8th edition 2023 florida building code, accessibility, 8th edition 2023 florida building code, energy conservation, 8th edition 2023 florida building code, plumbing, 8th edition 2023 florida building code, mechanical, 8th edtion, 2023 florida builidng code, fuel gas, 8th 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

ATLAS ENGINEERING AND CONSULTING

455 HARRISON AVE, SUITE B

(850) 257.5316

PANAMA CITY, FL

rajarch@msn.com

INFO@ATLASENGINEERINGFL.COM

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

REGISTRY NO. 34399

NOTE:

THIS PROJECT IS A PRE-MANUFACTURED METAL BUILDING

(PEMB). THE PEMB MANUFACTURER IS RESPONSIBLE FOR ALL

STRUCTURAL DESIGN ELEMENTS INCLUDING WIND LOADING AND

LATERAL BRACING, WALL AND ROOF FRAMING, ALL FRAMING

ELEMENTS FOR WINDOW AND DOOR OPENINGS, INCLUDING THE

OVERHEAD DOORS ETC. REFER TO STRUCTURAL DOCUMENTS

FOR FOUNDATION DESIGN. THE PEMB SUPPLIER SHALL SUBMIT

FULL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE

STRUCTURAL ENGINEER, ARCHITECT, AND THE LOCAL AHJ'S.

these shop drawings shall include all reactions and design pressures for exterior components. THESE SHOP

DRAWINGS SHALL BE SIGNED AND SEALED BY AN ENGINEER

REGISTERED IN THE STATE OF FLORIDA.

PROJECT DATA:

1 story building -business / storage s2 separated occupancy level one: 9,600 sf (21,920 sf heated & cooled) occupancy type occupant load business 1,920 sf b 1,920 sf / 150 sf gross = 13 occupants storage s2 7,680 sf s2 storage 7,680 sf / 300 sf gross = 26 occupants total occupant load level one = 39 occupants

MINIMUM EGRESS CAPACITY FOR OCCUPANT LOAD = LEVEL ONE (horizontal) = 39 OCC X .2 (SP) = 8" required, 192" PROVIDED

MINIMUM NO. OF EXITS = 2 EXITS REQUIRED, 6 EXITS PROVIDED

COMMON MEANS OF EGRESS TRAVEL DISTANCE = 75 FT. (TABLE 1006.2.1)

ALLOWABLE TRAVEL DISTANCE TO AN EXIT = 300 FT (TABLE 1017.2) ACTUAL TRAVEL DISTANCE = 126 FT

TYPE OF CONSTRUCTION = TYPE vb, NON-COMBUSTIBLE MAX ALLOWABLE NO. OF STORIES = 2 (ACTUAL = 1) - SECTION 510.6 FBC BUILDING CODE 2020 MAX ALLOWABLE SF PER FLOOR = s2 = 13,500 sf allowed, 7,680 sf actual provide.

b = 9,000 allowed, actual sf = 1,920 actual sf (PER 506.2.3) occupancy separation - b to s2 = 2 hours per fbc 508.4 exterior walls fire rating - 0 hr required per table 602 fire separation distance > 30 = 0

PRIMARY STRUCTURAL FRAME = 0 HR REQUIRED, 0 HR PROVIDED

BEARING WALLS - EXTERIOR AND INTERIOR = 0 HR REQUIRED, 0 HR PROVIDED

NON BEARING INTERIOR WALLS - 0 HR REQUIRED, 0 HR PROVIDED

ROOF CONSTRUCTION AND SECONDARY MEMBERS - 0 HR REQUIRED, 0 HR PROVIDED (ROOF)

0 HR PROVIDED (MEMBERS)

interior walls shall be continuous from floor slab to underside of floor deck or roof deck above.

PROVIDE EXIT SIGNAGE AND DIRECTIONAL SIGNAGE PER NFPA 101

PROVIDE PORTABLE FIRE EXTINGUISHERS PER NFPA - see note this drawing below.

MEN

WOMEN

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

120'-0" foyer

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A - 101 e a g le s p r in g s g o lf 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 lt o n c o u n t y f lo r id a

D1 W1 D2 D1D2W1 W1

W1

D2

D2

W1

D1

D1

D1

W1W1W1W1W1W1

W1

D1

D2

D2

D3 D3 D3 D3 D3

D4

D4

D5 D5 D5 D6

D6

D4

D7 bathroom restroom restroom bathroom bathroom closet

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

36 X 36

ADA SHWR

36 X 36

ADA SHWR

mechanical

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 steel frame by pemb -typical all locations

DESIGNATED EXITS

fire extinguisher note: fire extinguisher types, sizes, and locations shall be in compliance w/ applicable codes and as approved by the authority having jurisdiction. provide complete submittal for approval by the ahj.

LIFE SAFETY PLAN

W1 a104

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 - 101.5 e a g le s p r in g s g o lf 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 lt o n c o u n t y f lo 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"

5' -1

1" 2' -4

/8

7' -8

/4

2'-2"

7'-9"

2'-6"

5' -9

/2

3' -9

/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

7/

7' -4

5/

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. provide r19 wall insulation in 2 hr ul 419 assembly note: provide gyp board and metal framed steel column enclosure at the office, breakroom, restroom areas a104

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A - 102 e a g le s p r in g s g o lf 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 lt o n c o u n t y f lo r id a

GUTTER, DOWNSPOUT - WHITE, & CONC. SPLASHBLOCK

front elevation right side elevation

METAL ROOF PANELS BY PEMB, LIGHT GREY COLORC

A PEMB METAL WALL PANELS - LIGHT GREY COLOR

C

GUTTER WHITEG

GGGGGG

G

D1

D2

D3

D4

D5

D6

D7

D8

METAL ROOF PANELS BY PEMB, LIGHT GREY COLOR

METAL ROOF PANELS BY PEMB, LIGHT GREY COLORC

GUTTER WHITE

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

PEMB METAL WALL PANELS - LIGHT GREY COLOR

STEEL PEMB FRAME

METAL ROOF PANELS

ROOF FASCIA BY PEMB, WHITE

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

WINDOW OR DOOR - WHITE TRIM

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

2 HOUR WALL ASSEMBLY

R

WALL INSULATION W/ VAPOR RETARDER -

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 1/8" 4" VINYL COVE BASE - FROM STANDARD COLORS

INTERIOR WALLS -

OFFICES / BREAK ROOMS / RESTROOMS ETC. PAINTED GYP BD, MOISTURE

RESISTANT GYP BD IN RESTROOMS. PROVIDE PRIME COAT, (2) COATS OF FINISH,

COLOR PER OWNER, EPOXY PAINT IN RESTROOMS, MECH SPACES, AND SURFACES

EXPOSED TO STORAGE AREA REQUIRING PAINTING.

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

EXPOSED METAL STRUCTURAL AND OTHER 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 OR APPROVED EQUAL

STORAGE AREA FLOORS - SEALED CONCRETE W/ A NON-SLIP FINISH - BASIS OF

DESIGN SHALL BE TS210 BY "CONCRETE SEALERS USA" OR AN APPROVED

EQUAL. INSTALL AND FINISH CONCRETE SURFACE PER MANUFACTURER'S

SPECIFICATIONS.

(REFER TO ROOM FINISH NOTES)

CEILINGS - PAINTED GYP BD, 1 COAT PRIMER 2 COATS FINISH - USE EPOXY

PAINT ON MOISTURE RESISTANT GYP BD IN RESTROOMS. (EXCEPT

STORAGE AREA)

FINISH SCHEDULE

NOTE: FINISHES SHALL BE COORDINATED WITH OWNER

PRIOR TO PURCHASING AND CONSTRUCTION. SUBMIT

SAMPLES FOR OWNER APPROVAL. APPROVED ALTERNATES

ARE ACCEPTABLE.

EQUAL TO TARKETT VCT II, COLOR BY OWNER FROM MANURFACTURER'S STANDARD COLORS

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 SHALL BE PAINTED WITH EPOXY PAINT AND PRIMER.

INSTALL PER THE MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.

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 SINGLE HUNG

NOTE: THE BASIS OF DESIGN FOR THE WINDOWS SHALL BE

ALUMINUM FIXED "KAWNEER" SERIES 8400TL- FRAME COLOR

WHITE AS SELECTED BY OWNER FROM MANUFACTURER'S

STANDARD COLORS. APPROVED EQUALS ARE ACCEPTED IF

APPROVED BY OWNER.

W1

A PEMB METAL WALL PANELS - LIGHT GREY COLOR

DOOR & WINDOW NOTES:

1. REFER TO STRUCTURAL NOTES FOR WIND

PRESSURES - COMPONENTS AND CLADDING NOTES

2. PROVIDE DOOR AND WINDOW SUBMITTALS FOR

OWNER APPROVAL.

3. ALL EXTERIOR HARDWARE TO BE STAINLESS STEEL,

COMMERCIAL GRADE HARDWARE

4. ALL HARDWARE TO BE COMMERCIAL GRADE 1.

5. ALL EXTERIOR COMPONENTS SHALL BE A COMPLETE

WEATHER TIGHT ASSEMBLY AND SHALL BE INSTALLED

PER THE MANUFACTURER'S REQUIREMENTS AND

RECOMMENDATIONS.

6. COORDINATE DOOR KEYING WITH OWNER.

7. ALL DOOR THRESHOLDS SHALL BE ADA COMPLIANT

NOTE: THE BASIS OF DESIGN FOR THE OVERHEAD DOORS

SHALL BE ROLLING STEEL DOOR MODEL 610 AS

MANUFACTURED BY "OVERHEAD DOOR COMPANY",

STANDARD GALVANIZED STEEL CURTAIN , WHITE,

INSULATED, ELECTRIC OPERATION WITH CYLINDER LOCKS.

FRAME TO BE COLOR WHITE AS SELECTED BY OWNER FROM

MANUFACTURER'S STANDARD COLORS. APPROVED EQUALS

ARE ACCEPTABLE IF APPROVED BY OWNER .

D

H

HH

H H

H H H H H

H

H

D

D

D

D

L

L

A PEMB METAL WALL PANELS - LIGHT GREY COLOR

METAL ROOF FASCIA BY PEMB, WHITED (BEHIND GUTTER)

GUTTER, DOWNSPOUT - WHITE, & CONC. SPLASHBLOCKG

PROVIDE OWNER WITH A DEDUCT ALTERNATE

TO DELETE THE WALL INSULATION IN THE

BRACE TO STRUCTURE ABOVE AS REQUIRED

EQUIPMENT STORAGE AREA ONLY - ONLY THE THREE

EXTERIOR WALLS - NOT THE 2 HR WALL SEPARATION

C H

IT

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A

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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

elevations

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

rear elevation left side elevation

INSULATION SYSTEM

1. INSULATION SYSTEM SHALL BE "SIMPLE SAVER SYSTEM" double layer

W/ OSHA COMPLIANT FALL PROTECTION OR APPROVED EQUAL.

2. INSULATION SHALL BE IN COMPLIANCE W/ FBC 2023 ENERGY CODE

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

3. PROVIDE ROOF AND WALL INSULATION PER TABLE C402.1.3 FOR THE

STORAGE PORTION OF THE FACILITY.

4. PROVIDE A DEDUCTIVE ALTERNATE FOR DELETING THE WALL INSULATION

IN THE EXTERIOR WALLS OF THE STORAGE PORTION OF THE FACILITY.

Q Q

3.75

1.63

H H

H H

H H H

HH

HH

H

L

L

A PEMB METAL WALL PANELS - LIGHT GREY COLOR

GUTTER WHITEG

METAL ROOF FASCIA BY PEMB, WHITED (BEHIND GUTTER)

GUTTER WHITEG

METAL ROOF FASCIA BY PEMB, WHITED (BEHIND GUTTER)

METAL ROOF FASCIA BY PEMB, WHITE D

METAL ROOF FASCIA BY PEMB, WHITE D

METAL ROOF FASCIA BY PEMB, WHITE D

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKGGUTTER, DOWNSPOUT, & CONC. SPLASHBLOCKG

LEGEND

PEMB METAL WALL PANELS - LIGHT GREY COLOR

STEEL PEMB FRAME

METAL ROOF PANELS

ROOF FASCIA BY PEMB, WHITE

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

WINDOW OR DOOR - WHITE TRIM

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

2 HOUR WALL ASSEMBLY

R

WALL INSULATION W/ VAPOR RETARDER -

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.

PROVIDE OWNER WITH A DEDUCT ALTERNATE

TO DELETE THE WALL INSULATION IN THE

BRACE TO STRUCTURE ABOVE AS REQUIRED

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BUILDING SECTION

NTS

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

B C

E

K

N

I

3.75

A

E

E

F

G

D

H

J

B

M

J

F

B

M

J

F

C

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

2' -1

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

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

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 refer to floor plan

1/ 2" align w/ pemb frame mech rm metal siding detail per manufacturer's standard details metal siding detail per manufacturer's standard details

O

L

J JJ

BUILDING SECTION 1

a104

LEGEND

PEMB METAL WALL PANELS - LIGHT GREY COLOR

STEEL PEMB FRAME

METAL ROOF PANELS

ROOF FASCIA BY PEMB, WHITE

PEMB Z-GIRTS

IN COMPLIANCE W/ FBC ENERGY CODE -

GUTTER, DOWNSPOUT, & CONC. SPLASHBLOCK

WINDOW OR DOOR - WHITE TRIM

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

2 HOUR WALL ASSEMBLY

R

WALL INSULATION W/ VAPOR RETARDER -

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.

PROVIDE OWNER WITH A DEDUCT ALTERNATE

TO DELETE THE WALL INSULATION IN THE

BRACE TO STRUCTURE ABOVE AS REQUIRED

B A

C

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 WC

FG

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" 2' -1

1'-

1/ 2"

3'-0"

2' -1

MEN

WOMEN

7'-6"

D1

D4

D4

D5

D6

D6 restroom restroom bathroom bathroom 2'-6"

5' -9

/2

3' -9

/4

/4

7' -6

/8

7/

36 X 36

ADA SHWR

36 X 36

ADA SHWR

A D

A D

F mechanical

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

D3

D8D8

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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 (MIN. 6")

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

2' -1

3'-0"

SIDE

FSB

1'-

3'-0"

3' -0

1'-0"

SHOWER

ACCESS

CLEARANCE

FSB

2' -1

1'-

3'-0"

3' -1

" 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.

3' -6

1'-5"

3/8" = 1'-0"

6" WALL

6" WALL

K

E

D

C

A

3'-2"

3' -2

3' -2 aa a a

3 3 3 3

3 3 3 3

2 2

2 2 2 2

2 2

1 1 a = 8.00 ft

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. GRAVITY LOADS

2.2.1. UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

ATTICS W/O STORAGE 10 PSF

ATTICS W/ STORAGE 20 PSF

SLEEPING AREAS 30 PSF

ROOMS (OTHER THAN SLEEPING) 40 PSF

BALCONIES 40 PSF

GARAGES 40 PSF

STAIRS 40 PSF

2.2.2. UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

ROOF 20PSF

PONDING AND DRIFT EFFECTS HAVE BEEN INCLUDED IN DESIGN.

2.3. WIND LOADS (ASCE 7-16):

BASIC WIND SPEED = 134 MPH (INTERPOLATED VALUE)

STRUCTURAL RISK CATEGORY = II

WIND EXPOSURE CATEGORY = B

ENCLOSURE CLASSIFICATION = ENCLOSED

INTERNAL PRESSURE COEFFICIENT = 0.18 +/-

2.4. FLOOD DESIGN DATA:

FLOOD ZONE = X

BFE = N/A

PANEL NO = 12131C0260G

2.5. ROOF RAIN LOAD DESIGN DATA:

RAIN LOAD = 5 PSF

RAIN INTENSITY (i) = 4.5 IN/HR

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 STRONG TIE

CONNECTORS BY THE SIMPSON COMPANY OR APPROVED EQUAL. CONNECTORS SHALL

FOLLOW MANUF. CORROSION PROTECTION RECOMMENDATIONS.

7.6.2. THE NUMBER OF FASTENERS PER CONNECTION SHALL BE THE MAX. ALLOWED FOR THAT

PARTICULAR FASTENER.

8. TIE-DOWN NOTES:

8.1. ANCHOR TIE-DOWN RODS SHALL HAVE A MINIMUM SHAFT DIAMETER OF 1/2" (ONE HALF INCH) U.N.O.

8.2. TIE-DOWN RODS MAY BE CONNECTED DIRECTLY TO THE PLAN SPECIFIED 5/8" ANCHOR BOLTS

USING A SIMPSON CNW5/8"-1/2" TRANSITION COUPLER NUT ABOVE THE REQUIRED BP3-5/8"

AND 5/8" NUT ATOP THE SILL PLATE.

8.3. TIE-DOWN DIRECT CONNECTION MAY BE USED BY UTILIZING SIMPSON SET ANCHORAGE

ADHESIVE WITH MINIMUM ROD EMBEDMENT OF 6" WHEREVER CAST-IN-PLACE ANCHOR

BOLTS ARE SPECIFIED FOR COUPLED EXTENSION TO ABOVE.

8.4. ANY PLACE WHERE A TIE-DOWN LOCATION IS FILLED WITH STUDS; USE A SIMPSON LTTI31 OR

HDU5 HOLDOWN CONNECTED AT THE TOP AND BOTTOM OF A MINIMUM 2PLY STUD PACK TO

PRESERVE TENSION LOAD PATH TO FLOORS ABOVE AND/OR BELOW. RESUME INDICATED

TIE-DOWN ROD PATH AT ENDS OF STUD PACK IF POSSIBLE.

8.5. SIMPSON LTTI31 & HDU5 HOLDOWNS SHALL BE ANCHORED INTO GROUT FILLED CMU WALLS

OR PIERS WITH A SIMPSON SB5/8 OR SSTB ANCHOR BOLT WITH EMBEDMENT PER MFGR.

RECOMMENDATION.

8.6. RODS SHALL INSTALLED PLUMB. THE MAXIMUM ALLOWABLE ROD DRIFT FROM PLUMB

SHOULD NOT EXCEED 1.33 DEGREES OR MAXIMUM CENTERLINE OFFSET DISTANCE OF 1.75" PER

FLOOR.

8.7. TIE-DOWN RODS SHALL HAVE A SIMPSON BP-3 WITH NUT ATOP THE TERMINAL TOP PLATE.

RODS AT SLOPED OR RAKED PLATES SHALL REQUIRE HILLSIDE WASHERS BETWEEN BP-3 AND

NUT TO LEVEL.

8.8. ALL RODS ARE TO BE TIGHTENED AT EACH FLOOR AND THE TOP PLATE CONNECTION AFTER

ROOF IS FULLY LOADED, JUST PRIOR TO GYPSUM BOARD INSTALLATION. ALL RODS WITH BP

AND NUT CONNECTIONS TO THE BOTTOM SIDE OF THE FIRST FLOOR FRAMING SHALL BE

TIGHTENED AT THE END OF THE CONSTRUCTION PROCESS PRIOR TO C.O. OPTIONAL:

CONTRACTOR MAY INSTALL A SIMPSON BPRTUD AND RTUD TAKE-UP DEVICE AT THE

TERMINAL TOP PLATE CONNECTION TO REMOVED UNWANTED SYSTEM SLACK DUE TO

STRUCTURE SETTLING OR CREEP.

9. MASONRY WALLS:

9.1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530/ASCE 5/TMS 402 "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1/ASCE 6/TMS 602 "SPECIFICATION

FOR MASONRY STRUCTURES", LATEST EDITION.

9.2. 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 = 1500 PSI). MORTAR SHALL BE TYPE "M" OR

"S" AND MEET ASTM C-270.

9.3. GROUT SHALL BE 3000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/8"

MAXIMUM AGGREGATE.

9.4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. REFER TO

TABLE FOR SPLICE LENGTH.

9.5. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS.

9.6. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR

BELOW, UNLESS NOTED OTHERWISE.

9.7. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO…