Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM

1"=

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TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE

OR REVISION FEES MAY

APPLY

DATE: 03.26.19

ALL DIMENSIONS SHOWN MAY VARY SLIGHTLY

DUE TO MATERIAL SIZES AND THICKNESS.

STEPS THAT ARE SHOWN MAY VARY IN NUMBER

OF STEPS REQUIRED.

STEP SIZE: TREAD 11" MIN-RISER 7-3/4" MAX.

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3068

2880

HB

HB

HB

AC

2/8

2/8

2/6

1/6

2/0

2/0

2/6

2/6

2/8

2/8

2

/

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2/0

2/4

3068

2880

HB

HB

HB

AC

2/8

2/8

2/6

1/6

2/0

2/0

2/6

2/6

2/8

2/8

2

/

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2/0

2/4

WINDOW SIZES

ALL SIZES ARE APPROXIMATE.

REFER TO MANUFACTURER SIZE

CHART FOR ACCURATE

DIMENSIONS

(1H5)...27"W X 63"H

(24)...38"W X 50"H

*(25)...38"W X 63"H

* MEETS EGRESS

REQUIREMENT

(3014)...36"W X 16"H

DOOR SIZE EXAMPLE:

(3068)...36"W X 80"H

(3080)...36"W X 96"H

(XXXX)...WIDTH (FT) AND HEIGHT(FT)

*(26)...38"W X 72"H

SAMPLE ONLY

NOT FOR

CONSTRUCTION

A2.1

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


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AC

AC

AC

DIMENSIONAL ROOF

SHINGLE

STUCCO BANDING

NOTE:

USE 1/4" SCALE FOR VENEER

SIZING AND LOCATION

SAND FINISHED STUCCO

SAMPLE ONLY

NOT FOR

CONSTRUCTION

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


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3068

2880

HB

HB

HB

AC

2/8

2/8

2/6

1/6

2/0

2/0

2/6

2/6

2/8

2/8

2

/

4

2/0

2/4

BE

LL

P

P

P

P

TV

TV

TV

TV

TV

cc

c c

c

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c

c

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SD

SD

SD

SS

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SSSSS

SS

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c

SS

S

S

SWITCHES TO BE ARC FAULT (AFCI) TYPE

ALL (NON GFI) 110V RECEPTICLES AND

TO BE GFI.

AREAS (TUBS, SHOWERS, SINKS,ETC..)

ALL RECEPTACLES WITHIN 6' OF WET

ELECTRICAL NOTES:

DISCREPANCY

OWNER/BUILDER TO VERIFY LOCATION OF

CODE SUPERSEDES PLANS IN CASE OF

ALL ELECTRICAL TO MEET ELECTRICAL (NEC)

AND FIRE CODES

INSTALLATION

ELECTRICAL PANEL/METER LOCATION

TO BE DETERMINED

ALL ELECTRICAL DEVICES BEFORE

ALL 110V RECEPTICLES MUST BE TAMPER

RESISTANT

VERIFY WITH OWNER FOR LOW

VOLTAGE (PHONE,TV, ETC) LOCATIONS

ALL RECEPTACLES ON THE EXTERIOR OF

THE HOME TO BE WEATHER RESISTANT

(COVERED) GFI

NOTE: FL STATE STATUTE 471.003(2)

ELECTRICAL, PLUMBING, AND MECHANICAL CONTRACTORS

MAY PROVIDE ALL NECESSARY INFORMATION NEEDED FOR

PERMITTING FOR A PROJECT OF THIS SIZE WITHOUT AN

ENGINEERS SEAL.

NOTE:

IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO

REVIEW THE PLANS FOR ACCURACY. THE SUB

CONTRACTOR HAS THE RIGHT AND RESPONSIBILITY TO

CHANGE OR CORRECT THE PLANS IN ORDER TO MEET THE

REQUIREMENTS THEIR COMPANY DEEMS NECESSARY TO

FULFILL THEIR WARRANTY. PLANS MUST ALSO MEET THE

PRESENT CODE REQUIREMENTS.

FAN/LIGHT

BATH

DETECTOR

BELL DOOR BELL

FAN

CEILING

TV

PHONE JACK

P

CAN LIGHT

LIGHT

110V RECEPTACLE

SWITCH

SMOKE SD

CEILING FAN-LIGHT

2' FLUORESCENT

RECEPTACLE

220V

BATH FAN

FLOOD-LIGHT

TV JACK WITH

RECEPTACLE

S

SWITCH(THREE WAY)S

SWITCH (FOUR WAY)S

3

4

110V RECEPTACLE

4

QUAD

4' FLUORESCENT

LEGEND

UNDER

CABINET

LIGHT

SS

S

SAMPLE ONLY

NOT FOR

CONSTRUCTION

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


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…

SAMPLE ONLY

NOT FOR

CONSTRUCTION

PM4.1

PL

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


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3068

2880

HB

HB

HB

AC

2/8

2/8

2/6

1/6

2/0

2/0

2/6

2/6

2/8

2/8

2

/

4

2/0

2/4

PLUMBING LAYOUT TO BE SUPPLIED BY

MECHANICAL PLAN/ENGINEERING AND ENERGY

CALCS TO BE SUPPLIED BY A/C COMPANY

PLUMBING COMPANY

NOTES:

Location of shutoff valves.

Shutoff valves shall be installed in the following locations:

1. On the fixture supply to each plumbing fixture other than bathtubs and showers in one- and two-family

residential occupancies, and other than in individual sleeping units that are provided with unit shutoff valves in

hotels, motels, boarding houses and similar occupancies.

2. On the water supply pipe to each sillcock in other than one- and two-family residential occupancies.

3. On the water supply pipe to each appliance or mechanical equipment.

REQUIRED:

HOT WATER TEMPERING VALVES

AT HW FIXTURES(NOT TO EXCEED

110 DEGREES FAHRENHEIT)

Horizontal drains within buildings.

All horizontal drains shall be provided with cleanouts located not more than 100 feet apart.

Building sewers.

Building sewers shall be provided with cleanouts located not more than 100 feet apart measured from the upstream

entrance of the cleanout. For building sewers 12 inches and larger, manholes shall be provided and located not more

than 200 feet (60 960 mm) from the junction of the building drain and building sewer, at each change in direction and at

intervals of not more than 400 feet (122 m) apart. Manholes and manhole covers shall be of an approved type.

(1)

(2)

(3)

(4)

(5)

1...AC CONDENSER UNIT

2...AC (CONCRETE SLAB) POURED OR PREFAB

3...2" *BMP AC TIE DOWN ANCHOR LOCATED AT EACH CORNER) TOTAL OF (4)

4...3/16"X1" SHEET METAL SCREWS. (2) PER ANCHOR.

5...1/4"X2-1/2" TAPCON. (1) PER ANCHOR

* FLORIDA PRODUCT APPROVAL #FL14239.1

AC CONDENSER UNIT ANCHOR DETAIL

NOTE: FL STATE STATUTE 471.003(2)

ELECTRICAL, PLUMBING, AND MECHANICAL CONTRACTORS

MAY PROVIDE ALL NECESSARY INFORMATION NEEDED FOR

PERMITTING FOR A PROJECT OF THIS SIZE WITHOUT AN

ENGINEERS SEAL.

NOTE:

IT IS THE RESPONSIBILITY OF THE SUB CONTRACTOR TO

REVIEW THE PLANS FOR ACCURACY. THE SUB

CONTRACTOR HAS THE RIGHT AND RESPONSIBILITY TO

CHANGE OR CORRECT THE PLANS IN ORDER TO MEET THE

REQUIREMENTS THEIR COMPANY DEEMS NECESSARY TO

FULFILL THEIR WARRANTY. PLANS MUST ALSO MEET THE

PRESENT CODE REQUIREMENTS.

FIXTURE SCHEDULE:

LAVS...(STANDARD) WITH STANDARD LEVER FAUCET

SINKS...(STANDARD) WITH STANDARD LEVER FAUCET

TOILETS...(STANDARD) TANK TYPE (PORCELAIN)

TUBS... (STANDARD) FIBERGLASS, ACRYLIC, OR PORCELAIN VENEER

(1)...TOILET

(2)...SINK

(3)...LAVATORIE

(4)...SHOWER

(5)...TUB

(6)...DISHWASHER

(7)...WASH MACHINE

TO SEPTIC

OR SEWER

GRADE

TWO WAY

CLEAN OUT

3"

2" 3" 3" 3" 3"

3"2"

3"

3"2"

VENTS

2"

ROOF

BOOTS

2"2"2"

(1)

3"

(4)

2"

(3)(3)

2"

2"

(1)

3"

(5)

2"

(3)

2"

STUDOR

VENT

2"

(2)(2)

(6)

2"

2"

2"

(7)

2"

(1)...TOILET

(2)...SINK

(3)...LAVATORIE

(4)...SHOWER

(5)...TUB

(6)...DISHWASHER

(7)...WASH MACHINE

TO SEPTIC

OR SEWER

GRADE

TWO WAY

CLEAN OUT

3"

3"3"3"3"3"

2"

3" 3"

2"

3"

VENTS

2"

ROOF

BOOTS

2"2"2"

(1)

3"

(4)

2"

(3)(3)

2"

2"

(1)

3"

(5)

2"

(3)

2"

STUDOR

VENT

2"

(2)(2)

(6)

2"

2"

2"

(7)

2"

3"

SAMPLE ONLY

NOT FOR

CONSTRUCTION

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DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


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GABLE TRUSS

7/8" STUCCO OVER LATHE OVER FELT

OVER HOUSEWRAP OVER 7/16" OSB OR

PLYWOOD SHEETING.

COMMON TRUSSES

2X4 CONTINUOS TOP RAIL BRACE.

2X4 CONTINUOUS

BOTTOM RAIL BRACE

(LAID FLAT ON BOTTOM

CHORD OF TRUSS)

2X6 "X" BRACING (APPROX. 45 DEGREES). NAIL

INTO TOP AND BOTTOM RAIL BRACES WITH (3)

16D COMMON NAILS (EACH CONNECTION)

2X6 VERTICAL BRACE AGAINST

GABLE TRUSS. NAIL INTO TOP AND

BOTTOM RAIL BRACES (OR "X"

BRACES) WITH (3) 16D COMMON

NAILS (EACH CONNECTION)

"X" BRACING MUST EXTEND AT

LEAST 10' FROM GABLE

TRUSS...MULTIPLE "X" BRACING

CAN BE USED TO ACHIEVE THE

10' DISTANCE

BLOCK WALL

PERMANENT GABLE BRACING

EMBEDDED META 20 STRAP EVERY

48"OC. BEND OVER GABLE TRUSS

BOTTOM CHORD AND TAPCON TO

BLOCK WALL WITH 3/16"X 1-3/4"

TAPCONS...UNLESS STRAP LAYS

BEHIND TRUSS WEB BRACE (THEN

ATTACH FLAT TO WEB BRACE)

2X4 BOTTOM RAIL BRACE (ON EDGE)

WEEP SCREED

PORCH BEAM AND

POST DETAIL

SEE FOUNDATION PAGE

NON BEARING FRAME

WALL TO BLOCK WALL

ATTACHMENT

BLOCK

WALL

NAIL TO BLOCK WALL

EVERY 16"OC WITH #10

CASEHARD NAILS OR

GUN NAIL

PT BACKER FURRING NOT SHOWN

NOTE: INSTALL MIDPOINT BLOCKING ON

WALLS TALLER THAN 10'

NON BEARING DOOR

FRAME AND WALL

PT SHOE

PLATE

USE 16D

COMMON NAILS

(4) PER STUD

2X TOP PLATE

DOOR JACK

STUD

2X BLOCKING 16"OC

(1) 2X

LAYING FLAT

2X

STUDS

16"OC

SECURE TO SLAB

WITH #8 CASE HARD

NAILS EVERY 16"OC

COVER BOTH SIDES

WITH 1/2"

SHEETROCK/DRYWALL

SINGLE BOND BEAM (KNOCK OUT LINTEL

BLOCK) POURED SOLID WITH 3000 PSI CONC.

WITH (1) #5 HORIZONTAL REBAR (25" MIN

LAP)...SEE PAGE S6.2 FOR AMOUNT OF REBAR

REQUIRED OVER OPENINGS

TO FOOTER

8X16 CMU BLOCK (STAGGER

STACKED) WITH 1/2" MORTAR (ASTM

C270) JOINTS

POURED CELL (3000 PSI CONC.) WITH

(1) #5 REBAR FROM FOOTER TO

LINTEL (10" MIN BEND INTO BOTH.) W/

25" LAP (MIN.)

SLAB

WIRE MESH

BARRIER UNDER

KNOCK OUT

TYPICAL CMU BLOCK WALL DETAIL

SINGLE BOND BEAM (KNOCK

OUT LINTEL BLOCK) POURED

SOLID WITH 3000 PSI CONC.

WITH (1) #5 REBAR (25" MIN

LAP)...UNLESS MARKED

TO FOOTER

8X16 CMU BLOCK (STAGGER

STACKED) WITH 1/2" MORTAR (ASTM

C270) JOINTS

POURED CELL (3000 PSI CONC.) WITH

(1) #5 REBAR FROM FOOTER TO

LINTEL (10" MIN BEND INTO BOTH.) W/

25" LAP (MIN.)

SLAB

WIRE MESH

BARRIER UNDER

KNOCK OUT

TYPICAL DOOR AND WINDOW

OPENING IN CMU BLOCK WALL

DOOR

WINDOW

PRECAST

WINDOW SILL

NOTE: DOUBLE BOND BEAM

LINTEL IN WALLS OVER 10'

UP TO 14' IN HT.

WALL FURRING REQUIREMENTS: (TYPICAL)

(1)...VERTICAL 1X2 PT FURRING EVERY 16"OC MAX.

(2)...VERTICAL 1X4 PT FURRING EACH SIDE OF WINDOW AND DOOR OPENINGS.

(3)...HORIZONTAL 1X6 PT FURRING OVER WINDOW OPENINGS....EXTEND 8" (MIN.) BEYOND OPENINGS.

(4)....HORIZONTAL 1X4 PT FURRING OVER DOOR OPENINGS....EXTEND 6" (MIN.) BEYOND OPENINGS.

(5)...HORIZONTAL 1X4 PT FURRING AT BOTTOM OF WALL

(6)...HORIZONTAL 1X2 PT OR 1X4 PT FIRE STOP FURRING AT TOP OF WALL. FIRE CAULK ALL PENETRATIONS.

WINDOW

OPENING

DOOR

OPENING

4"

4"

2"

(1)

(1)

(1)

(2)

(2)

(3)

(4)

(5)(5)

(6)

SPACES SHOWN BETWEEN

FURRING ALLOWS FOR WIRING

AND SMALL PLUMBING LINES

INTERIOR FINISH:

1/2" PAINTED DRYWALL

SHEETROCK OVER FURRING

PRECAST LINTEL..POURED SOLID WITH 3000

PSI CONCRETE WITH #5 HORIZONTAL REBAR.

SEE PAGE S6.2 FOR AMOUNT OF REBAR

REQUIRED

SLAB

SLAB

CROSS SECTION

(1)...FOOTER (SEE PAGE S6.1 FOR DETAIL)

(2)...STEM WALL (CMU) FOUNDATION (SEE PAGE S6.1 FOR DETAIL)

(3)...4" CONCRETE SLAB (2500 PSI MIN) (SEE PAGE S6.1 FOR DETAIL)

(4)...POURED CONCRETE CELL (3000 PSI) WITH (1) #5 REBAR. MIN. 25" LAP

(5)...PAINTED 1/2" STUCCO OR SIDING OVER PT FURRING OVER CMU BLOCK WALL. SEE PAGE A2.1

(6)...POURED CONTINUOUS LINTEL (3000 PSI) WITH (1) #5 REBAR. MIN 25" LAP

(7)...1/2" CEILING BOARD SHEETROCK (WEATHER RESISTANT)

(8)...IMBEDDED LINTEL STRAPS (LINTEL TO TRUSS / SEE PAGE S5.1 FOR DETAIL)

(9)...EVE DRIP, FACIA, VENTED SOFFIT OVER 2X SUB FACIA (USE NON VENTED FOR ICYNENE ROOF

INSULATION)

(10)...ASPHALT SHINGLES OVER #30 FELT OVER 7/16" OSB OR PLYWOOD SHEETING OVER TRUSSES

24"OC

(11)...MANUFACTURED TRUSSES

(12)...NA

(13)...OPENINGS..POURED PRECAST LINTEL/HEADER (3000 PSI) WITH #5 REBAR. EXTEND 8" BEYOND

OPENING (EACH END).

SEE PAGE S6.1 FOR QUANTITY OF REBAR REQUIRED.

(14)...BLOWN OR BATT INSULATION OR ICYNENE FOAM SPRAYED UNDERSIDE OF ROOF SHEETING

(OPTIONAL)

OPTIONAL

GARAGE DOOR

GARAGE DOOR JAM DETAIL

2'

MAX

3"

MAX

6"

MA

X

6"

MA

X

2'

MA

X

1'

MIN

.

FLOOR SLAB

CEILING

(1)...1/4" X 3-1/2" TAPCON SCREW WITH 1" WASHER

(2)...2X6 PT HEADER #2 GRADE OR BETTER

(3)...1/2" X 7" EMBEDDED J-BOLT WITH 2" WASHER OR 1/2" X 6" TITAN HD

SCREW ANCHOR WITH 2" WASHER

(4)...2X6 PT SIDE JAM #2 GRADE OR BETTER

DOOR JACK

STUD

SP-2 PLATES

2X STUDS

16"OC

2X BLOCKING

16"OC

LSTA16

(1) 2X LAYING

FLAT WITH (2)

2X12'S ABOVE

WITH

PLYWOOD

FLITCH

SP-1 PLATES

HTT5 TENSION TIE. USE

5/8"X 8" TITAN HD SCREW

ANCHOR FOR

ATTACHMENT

LSTA16

LSTA16

2X PT SHOE

PLATE

DOUBLE 2X

TOP PLATE

HTT5 TENSION TIE. USE

5/8"X 8" TITAN HD SCREW

ANCHOR FOR

ATTACHMENT

ADD MID POINT

BLOCKING ON BEARING

WALLS WITHOUT OSB

OR PLYWOOD SHEETING

1/2"X8" TITAN HD SCREW

ANCHORS OR 1/2"X10" J-BOLTS

EVERY 32"OC. USE 2" WASHER

SLAB

BEARING FRAME WALL TO

BLOCK WALL ATTACHMENT

1/2"X6"

TITAN HD

SCREW

ANCHOR

WITH 2"

WASHER

BLOCK

WALL

EVERY 24"OC

(MAX)

PT BACKER FURRING NOT SHOWN

STRAPPING NOT SHOWN

SEE BEARING WALL DETAIL

SLAB

1...2X WALL STUD

2...2X BLOCKING (3 BLOCKS ON 8' WALL...4

BLOCKS ON WALLS OVER 8')

3...SHEETROCK/DRYWALL FINISH

4...TOP AND BOTTOM PLATE OF WALL

USE 16D NAILS FOR ALL CONNECTIONS

(4)(4)

(4)

(1)

(1)

(2)

(1)

(3)

(3)

(3)

FRAMED WALL TEE

TOP VIEW

(1)

(1)

(2)

(3)

(3)

(3) (4)

(4)

FRAMED WALL CORNER

TOP VIEW

GABLE TRUSS

COMMON

TRUSSES

COMMON

TRUSSES

HIP ROOF

PERMANENT ROOF

BRACING

GABLE ROOF

PERMANENT

TRUSS BRACING

2X4 TOP AND BOTTOM

CHORD (ALL BRACING)

8'

MA

X

7' KING

TRUSS

START BRACING IN CENTER OF

TRUSS AND SET 8' MAX EACH

WAY OF CENTER.

OVERHANG

NOT SHOWN

OVERHANG

NOT SHOWN

BLOCKING TOP AND BOTTOM CHORD

4' ON CENTER. START AT CENTER

AND SET EACH WAY

8'

MINIMUM

"X" BRACING NOT

REQUIRED

8'

MA

X

HIP

BRACING

HIP JACK

BLOCKING UP TO

KING TRUSS

NOTE: SEE TRUSS

MANUFACTURER SPECS

FOR ADDITIONAL BRACING

AND "T" WEB BRACING

ON

SLOPE

ALL SPLICES MUST

OVERLAP AT LEAST 24"

OR (1) TRUSS BAY

WALL,FLOOR AND ROOF SHEETING (LAY

PERPENDICULAR TO STUDS OR

RAFTERS/JOIST).STAGGER ALL JOINTS

4"OC...BOUNDRY

6"OC...EDGE AND FIELD

USE 8D RINGSHANK NAILS ON 7/16"

SHEETING

USE 10D RINGSHANK NAILS ON 3/4"

SHEETING

SHEETING AND NAILING

CROSS SECTION

(1)...FOOTER (SEE PAGE S6.1 FOR DETAIL)

(2)...STEM WALL (CMU) FOUNDATION (SEE PAGE S6.1 FOR DETAIL)

(3)...4" CONCRETE SLAB (2500 PSI MIN) (SEE PAGE S6.1 FOR DETAIL)

(4)...POURED CONCRETE CELL (3000 PSI) WITH (1) #5 REBAR. MIN. 25" LAP

(5)...PAINTED 1/2" STUCCO OR SIDING OVER PT FURRING OVER CMU BLOCK WALL. SEE PAGE A2.1

(6)...POURED CONTINUOUS LINTEL (3000 PSI) WITH (1) #5 REBAR. MIN 25" LAP

(7)...1/2" CEILING BOARD SHEETROCK

(8)...IMBEDDED LINTEL STRAPS (LINTEL TO TRUSS / SEE PAGE S5.1 FOR DETAIL)

(9)...EVE DRIP, FACIA, VENTED SOFFIT OVER 2X SUB FACIA (USE NON VENTED FOR ICYNENE ROOF

INSULATION)

(10)...ASPHALT SHINGLES OVER #30 FELT OVER 7/16" OSB OR PLYWOOD SHEETING OVER TRUSSES

24"OC

(11)...MANUFACTURED TRUSSES

(12)...1/2" SHEETROCK OVER 3/4" PT FURRING 16"OC

(13)...OPENINGS..POURED PRECAST LINTEL/HEADER (3000 PSI) WITH #5 REBAR. EXTEND 8" BEYOND

OPENING (EACH END).

(14)...FOIL RADIANT BARRIER INSULATION BETWEEN FURRING STRIPS OR PT FURRING OVER 3/4"

POLISO FOAM BOARD

(15)...BASEBOARD TRIM

(16)...BLOWN OR BATT INSULATION OR ICYNENE FOAM SPRAYED UNDERSIDE OF ROOF SHEETING

(1)

(2)

(3)

(4)

SLAB

(5)

WALL SUPPORT POST DETAIL

1...HTT-5 TENSION TIE. USE 5/8"X8" TITAN HD SCREW ANCHOR WITH WASHER.

2...(5) PLY 2X4 POST. GLUE AND NAIL TOGETHER EVERY 12"OC WITH 16D COMMON NAILS

3...(3) LSTA-16 FLAT STRAPS FROM POST TO TOP PLATE

4...DOUBLE 2X4 TOP PLATE

5...2X4 PT BOTTOM PLATE

6...GIRDER TRUSS

7...HTT TENSION TIE SHOWN (SEE PAGE S5.1 FOR ACTUAL GIRDER TIE DOWN STRAP)

8...NOTCH POST AS NEEDED TO ALLOW FOR TIE DOWN BOLT-WASHER AND NUT (IF

REQUIRED)...SEE PAGE S5.1

(6)

(7)

(8)

SAMPLE ONLY

NOT FOR

CONSTRUCTION

S5.1

RO

OF

A

ND

TR

US

S P

LA

N

1"=

4'

1/4"

SC

AL

E:

I H

ER

EB

Y C

ER

TIF

Y T

HA

T I H

AV

E R

EV

IE

WE

D T

HE

A

TT

AC

HE

D D

ES

IG

N, A

ND

H

AV

E F

OU

ND

IT

T

O B

E IN

C

OM

PLIA

NC

E W

IT

H T

HE

C

OD

ES

LIS

TE

D O

N P

AG

E N

1

CU

ST

OM

ER

:

TH

E E

NG

IN

EE

R H

AS

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EV

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WE

D T

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P

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NG

IN

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RE

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SS

M

AN

UF

AC

TU

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R'S

LA

YO

UT

T

O D

ET

ER

MIN

E A

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LO

AD

B

EA

RIN

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CO

ND

IT

IO

NS

A

ND

R

ES

ER

VE

S T

HE

R

IG

HT

T

O M

AK

E A

NY

C

HA

NG

ES

A

FT

ER

LO

AD

IN

FO

RM

AT

IO

N IS

S

UP

PLIE

D T

O T

HE

E

NG

IN

EE

R.

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VIE

WE

D F

OR

S

TR

UC

TU

RE

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NL

Y


EN

GIN

EE

RS

S

EA

L

DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


AD

DR

ES

S:

CO

UN

TR

Y

SA

RA

SO

TA

MO

DE

L

DRAFTSMAN MUST BE NOTIFIED IN WRITING IF BEARING

POINTS CHANGE

TRUSS PLANS AND ENGINEERING TO BE SUPPLIED BY

SEE STRUCTURAL PAGES FOR DETAILS

OVERFRAME SHALL BE ATTACHED TO MAIN TRUSSES

WITH LTS OR LSTA STRAPS (VARIOUS LENGTHS) AT

EACH END OF OVERFRAME RAFTER/TRUSS.

TRUSS COMPANY

SAMPLE ONLY

NOT FOR

CONSTRUCTION

S6.1

FO

UN

DA

TIO

N

1"=

4'

1/4"

SC

AL

E:

I H

ER

EB

Y C

ER

TIF

Y T

HA

T I H

AV

E R

EV

IE

WE

D T

HE

A

TT

AC

HE

D D

ES

IG

N, A

ND

H

AV

E F

OU

ND

IT

T

O B

E IN

C

OM

PLIA

NC

E W

IT

H T

HE

C

OD

ES

LIS

TE

D O

N P

AG

E N

1

CU

ST

OM

ER

:

TH

E E

NG

IN

EE

R H

AS

N

OT

R

EV

IE

WE

D T

HE

P

RE

-E

NG

IN

EE

RE

D T

RU

SS

M

AN

UF

AC

TU

RE

R'S

L

AY

OU

T T

O D

ET

ER

MIN

E A

NY

L

OA

D B

EA

RIN

G

CO

ND

IT

IO

NS

A

ND

R

ES

ER

VE

S T

HE

R

IG

HT

T

O M

AK

E A

NY

C

HA

NG

ES

A

FT

ER

L

OA

D IN

FO

RM

AT

IO

N IS

S

UP

PL

IE

D T

O T

HE

E

NG

IN

EE

R.

RE

VIE

WE

D F

OR

S

TR

UC

TU

RE

O

NL

Y


EN

GIN

EE

RS

S

EA

L

DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


AD

DR

ES

S:

CO

UN

TR

Y

SA

RA

SO

TA

MO

DE

L

3080

2880

AC

NOTE:

REBAR LAP (APPLIES TO ALL REBAR IN

FOOTINGS AND WALLS)...25" MIN.

TYPICAL CORNER REBAR

CONNECTION IN FOOTINGS

MINIMUM LAP

(25")

#5 FOOTER

REBAR

8

FOOTER (3000 PSI CONC. MIN.)

W/(2) #5 REBAR, 25" LAP MIN.

BOTTOM OF FOOTER

MUST BE AT LEAST 12"

BELOW GRADE

STEM WALL FOUNDATION (SEE

BUILDER FOR FLOOR HT.) POUR ENTIRE

STEM WALL SOLID

GRADE

4" CONCRETE SLAB(2500 PSI

MIN.) WITH FIBERMESH OR

6X6WWM REINFORCMENT

OVER 6MIL VISQUEEN OVER

CLEAN COMPACTED FILL

(1) #5 REBAR INSIDE POURED

CONCRETE CELL. 10" BEND INTO

FOOTER, 25" MIN. LAP

16

RUN REBAR TO TOP OF WALL AND BEND

INTO LINTEL (25" LAP MIN.)

8



BOTTOM OF FOOTER


BELOW GRADE



STEM WALL SOLID

GRADE



6X6WWM REINFORCMENT






16



(D)

(B)

(A)

8



BOTTOM OF FOOTER


BELOW GRADE


BUILDER FOR FLOOR HT.) POUR

ENTIRE STEM WALL SOLID

GRADE



6X6WWM REINFORCMENT



(1) #5 REBAR INSIDE

POURED CONCRETE

CELL. 10" BEND INTO


16

(C)

(A)

NOTE: STEPS MAY BE REQUIRED THAT ARE

NOT SHOWN ON THE PLAN...SEE BUILDER.

TREADS SHALL BE 11"MIN. IN WIDTH.

RISERS SHALL BE 7-3/4" MAX. IN HT.

R311.5.6 Handrails.

Handrails shall be provided on at least one side of

each continuous run of treads or flight with four

or more risers.

LOCATE 36" ABOVE NOSE OF TREAD

(B)

(B)

(B)

(C)

(E)

(D)

(D)






6X6WWM REINFORCMENT



8



16




SLAB EXTENDS 1-1/2" TO CREATE A

CONCRETE BULL NOSE .

(E)

(E)








6X6WWM REINFORCMENT



8



16




SAMPLE ONLY

NOT FOR

CONSTRUCTION

S6.2

EX

TE

RIO

R

WA

LL

S

1"=

4'

1/4

"

SC

AL

E:

I H

ER

EB

Y C

ER

TIF

Y T

HA

T I H

AV

E R

EV

IE

WE

D T

HE

A

TT

AC

HE

D D

ES

IG

N, A

ND

H

AV

E F

OU

ND

IT

T

O B

E IN

C

OM

PLIA

NC

E W

IT

H T

HE

C

OD

ES

LIS

TE

D O

N P

AG

E N

1

CU

ST

OM

ER

:

TH

E E

NG

IN

EE

R H

AS

N

OT

R

EV

IE

WE

D T

HE

P

RE

-E

NG

IN

EE

RE

D T

RU

SS

M

AN

UF

AC

TU

RE

R'S

LA

YO

UT

T

O D

ET

ER

MIN

E A

NY

LO

AD

B

EA

RIN

G

CO

ND

IT

IO

NS

A

ND

R

ES

ER

VE

S T

HE

R

IG

HT

T

O M

AK

E A

NY

C

HA

NG

ES

A

FT

ER

LO

AD

IN

FO

RM

AT

IO

N IS

S

UP

PLIE

D T

O T

HE

E

NG

IN

EE

R.

RE

VIE

WE

D F

OR

S

TR

UC

TU

RE

O

NL

Y


EN

GIN

EE

RS

S

EA

L

DRAW DATE:

NOTE...PLAN MUST BE

PERMITTED WITHIN 6

MONTHS OF DRAW DATE


APPLY

DATE: 03.26.19




OF STEPS REQUIRED.


AD

DR

ES

S:

CO

UN

TR

Y

SA

RA

SO

TA

MO

DE

L

MINIMUM LAP

(25")

#5 REBAR CORNER HOOK

#5 BOND

BEAM REBAR

NOTE:

REBAR LAP (APPLIES TO ALL REBAR IN

FOOTINGS AND WALLS)...25" MIN.

TYPICAL CORNER REBAR

CONNECTION IN BOND BEAM

2

SEE STRUCTURAL PAGES FOR DETAILS

REBAR NOTES:

1

2

3080

2880

AC

8



BOTTOM OF FOOTER


BELOW GRADE



STEM WALL SOLID

GRADE



6X6WWM REINFORCMENT






16



8



BOTTOM OF FOOTER


BELOW GRADE



STEM WALL SOLID

GRADE



6X6WWM REINFORCMENT






16



(B)

(A)






6X6WWM REINFORCMENT



8



16

(C)

(A)




(B)

(B)

(B)

(C)

(D)

(D)

NOTE: STEPS MAY BE REQUIRED THAT ARE

NOT SHOWN ON THE PLAN...SEE BUILDER.

TREADS SHALL BE 11"MIN. IN WIDTH.

RISERS SHALL BE 7-3/4" MAX. IN HT.

R311.5.6 Handrails.

Handrails shall be provided on at least one side of

each continuous run of treads or flight with four

or more risers.

LOCATE 36" ABOVE NOSE OF TREAD

1

1

11

1

1

1

1

1

1

1

1

1

1

1

2

WINDOW SIZES

ALL SIZES ARE APPROXIMATE.

REFER TO MANUFACTURER SIZE

CHART FOR ACCURATE

DIMENSIONS

(1H5)...27"W X 63"H

(24)...38"W X 50"H

*(25)...38"W X 63"H

* MEETS EGRESS

REQUIREMENT

(3014)...36"W X 16"H

DOOR SIZE EXAMPLE:

(3068)...36"W X 80"H

(3080)...36"W X 96"H

(XXXX)...WIDTH (FT) AND HEIGHT(FT)

(D)

8



BOTTOM OF FOOTER


BELOW GRADE




GRADE



6X6WWM REINFORCMENT



(1) #5 REBAR INSIDE

POURED CONCRETE

CELL. 10" BEND INTO


16






6X6WWM REINFORCMENT



8



16






(E)



(E)

(E)

*(26)...38"W X 72"H

SAMPLE ONLY

NOT FOR

CONSTRUCTION

Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM

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