Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM
Transcript of Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM
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1"=
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A1.1
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TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
ES
S:
CO
UN
TR
Y
SA
RA
SO
TA
MO
DE
L
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
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
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
![Page 2: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/2.jpg)
A2.1
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TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
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S:
CO
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SA
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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
![Page 3: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/3.jpg)
E7.1
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TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
ES
S:
CO
UN
TR
Y
SA
RA
SO
TA
MO
DE
L
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
c
c
c
c
c c
SD
SD
SD
SS
SS
S
S
S
SSS
SS
SS
S
SSSSS
SS
SS
SS
SS
S
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
![Page 4: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/4.jpg)
NO
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IN
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LA
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LO
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B
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CO
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A
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PLIE
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IN
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TR
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TU
RE
O
NLY
TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
ES
S:
CO
UN
TR
Y
SA
RA
SO
TA
MO
DE
L
…
SAMPLE ONLY
NOT FOR
CONSTRUCTION
![Page 5: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/5.jpg)
PM4.1
PL
UM
BIN
G
AN
D A
C
1"=
4'
1/4
"
SC
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I H
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T I H
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TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
ES
S:
CO
UN
TR
Y
SA
RA
SO
TA
MO
DE
L
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
![Page 6: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/6.jpg)
S3.1
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TR
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O
NLY
TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
AD
DR
ES
S:
CO
UN
TR
Y
SA
RA
SO
TA
MO
DE
L
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
![Page 7: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/7.jpg)
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
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
TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
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
![Page 8: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/8.jpg)
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
TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
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
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.)
(D)
(B)
(A)
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
(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)
STEM WALL FOUNDATION (SEE
BUILDER FOR FLOOR HT.) POUR
ENTIRE STEM WALL SOLID
4" CONCRETE SLAB(2500 PSI
MIN.) WITH FIBERMESH OR
6X6WWM REINFORCMENT
OVER 6MIL VISQUEEN OVER
CLEAN COMPACTED FILL
8
FOOTER (3000 PSI CONC. MIN.)
W/(2) #5 REBAR, 25" LAP MIN.
16
(1) #5 REBAR INSIDE POURED
CONCRETE CELL. 10" BEND INTO
FOOTER, 25" MIN. LAP
SLAB EXTENDS 1-1/2" TO CREATE A
CONCRETE BULL NOSE .
(E)
(E)
SLAB EXTENDS 1-1/2" TO CREATE A
CONCRETE BULL NOSE .
STEM WALL FOUNDATION (SEE
BUILDER FOR FLOOR HT.) POUR
ENTIRE STEM WALL SOLID
4" CONCRETE SLAB(2500 PSI
MIN.) WITH FIBERMESH OR
6X6WWM REINFORCMENT
OVER 6MIL VISQUEEN OVER
CLEAN COMPACTED FILL
8
FOOTER (3000 PSI CONC. MIN.)
W/(2) #5 REBAR, 25" LAP MIN.
16
(1) #5 REBAR INSIDE POURED
CONCRETE CELL. 10" BEND INTO
FOOTER, 25" MIN. LAP
SAMPLE ONLY
NOT FOR
CONSTRUCTION
![Page 9: Trinity Floor Plans ( Florida Floor Plans ) COUNTRY...Created Date 9/8/2019 12:17:47 PM](https://reader036.fdocuments.in/reader036/viewer/2022071407/60fe1ef8b6e08d7d0538f8c1/html5/thumbnails/9.jpg)
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
TRINITY DRAFTING LLC813.482.2463www.trinitydrafting.comJody Willis...owner713 Whitehall St.Plant City, Fl.33563
EN
GIN
EE
RS
S
EA
L
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.
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
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
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.)
(B)
(A)
STEM WALL FOUNDATION (SEE
BUILDER FOR FLOOR HT.) POUR
ENTIRE STEM WALL SOLID
4" CONCRETE SLAB(2500 PSI
MIN.) WITH FIBERMESH OR
6X6WWM REINFORCMENT
OVER 6MIL VISQUEEN OVER
CLEAN COMPACTED FILL
8
FOOTER (3000 PSI CONC. MIN.)
W/(2) #5 REBAR, 25" LAP MIN.
16
(C)
(A)
(1) #5 REBAR INSIDE POURED
CONCRETE CELL. 10" BEND INTO
FOOTER, 25" MIN. LAP
(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
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
STEM WALL FOUNDATION (SEE
BUILDER FOR FLOOR HT.) POUR
ENTIRE STEM WALL SOLID
4" CONCRETE SLAB(2500 PSI
MIN.) WITH FIBERMESH OR
6X6WWM REINFORCMENT
OVER 6MIL VISQUEEN OVER
CLEAN COMPACTED FILL
8
FOOTER (3000 PSI CONC. MIN.)
W/(2) #5 REBAR, 25" LAP MIN.
16
(1) #5 REBAR INSIDE POURED
CONCRETE CELL. 10" BEND INTO
FOOTER, 25" MIN. LAP
SLAB EXTENDS 1-1/2" TO CREATE A
CONCRETE BULL NOSE .
(E)
SLAB EXTENDS 1-1/2" TO CREATE A
CONCRETE BULL NOSE .
(E)
(E)
*(26)...38"W X 72"H
SAMPLE ONLY
NOT FOR
CONSTRUCTION