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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
IM
20C
15C
UNDERGROUND IDili
SERVICE BY POWER CO----,
INTERSYSTEM
BONDING
TERMINATION PER
NEC 17, 250.94 Y
GENERAL ELECTRICAL NOTES: I Typical 150-200 Amp
NOTE: ELECTRICAL MATERIAL AND
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017,
14 CA _4A 1 61 4 11 1 k -A &. 61 1 t, .4 A 6 6- 1; 9 k k 4 a" A CC CODES AND THE LOCAL POWER/UT
W VU a e g to as measur om ns e oor o n r ne o t e ox to oe: kgenerail.
In a Flood Zone, all electrical equipment to be at or above DFE.
Kitchen 44"AFF
Bathroom 39"AFF
Laundry Room 36'AFF
Exterior Waterproof 12"AFF
Garage - general purpose 44" AFF
Range 2" AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. AJI work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation &
sizing of all electrical, Wring & accessories.
5. Smoke detectors shall be In accordance With R314.1 and listed in accordance With UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch
circuits In all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would Include the receptacle Installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
I ELECTRICAL KEY I
�&
DUPLEX CONVENIENCE OUTLET
LZ±S_
FTF
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
ij=�
V'Z;"'G F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
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rqwl
HALF -SWITCHED DUPLEX OUTLET
L.Ph
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
$
WALL SWITCH
$3
THREE-WAY SWITCH
�?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
1-0
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
Ah :3
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
Fc-H]
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
TELEVISION (OPTIONAL)
ffq2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60' A.F.F.
0
THERMOSTAT
R9
ELECTRIC METER
ypn
ELECTRIC PANEL
Mai
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
e,
OPT. CEILING FAN
(9D
(1) PHONE LINE, (1) DATA PORT
(9
150AI200A INDOOR
P #14 to lights & outlets
NEMA I No #12 to appliances and GF;
150 AMP/ 11,
200 AMP 0 #10 to M It
10 #8 to Range
0 06 to HVAC
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th EdItion.
Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
150AI200A INDOOR
PANEL CENTER
P # 14 to lights& outlets
NEMA 1 10 #12 to appliances and GFI
1 50 AMPI
200 AMP 01 #10 to WH
00 #8 to Range
00 #6 to HVAC
MAIN -A,
0
in 2" Conduit
200
:mP
150 mp =1
UNDERGROUND_
iscot
nnect
SERVICE BY POWER CO.
INTERSYSTEM
4 Bare Cu Ground
BONDING
#4 GROUNDING WIRE
TERMINATION PER
WITH CODE APPROVED
NEC 17,250.94
CLAMP PER 250.50 AND
250.52 OF THE 2017 NEC.
GENERAL ELECTRICAL NOTES Typical 150-200 Amp Electrical Riser DiagraM REV. 03.09.22
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL
CODES AND THE LOCAL POWER/UTILITY COMPANY.
1. Electri I OULIeL HeIgUlts as measured hom liniSiled Roor to center line ol tHe box to we: 16 Ar- kgenerail.
In a Flood Zone, all electrical equipment to be at or above OFE.
Kitchen 44" AFF
Bathroom 39"AFF
Laundry Room 36"AFF
Exterior Waterproof 12" AFF
Garage - general purpose 44" AFF
Range 2'AFF
2. All trim plates and devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National
Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the Installation &
sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be In accordance with R314.1 and listed in accordance With UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type Installed to provide protection of the branch
circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699.
7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC
2017).
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in
accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be
listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or
UL 2075, gas and vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a
Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors.
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be
equipped With a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not
acceptable.
13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying
with R4501.17.1.1 through R4501.17.1.14.
14. Add GFC1 protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of
the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle
outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet
every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance
from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in
comer counters.
ELECTRICAL KEY
PET
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
M5=
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WEATHERPROOF DUPLEX OUTLET
1-42�
V'="-G . F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
I 0=�
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3
THREE-WAY SWITCH
�?4
FOUR-WAY SWITCH
$R
RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
�-o
WALL MOUNTED LIGHT FIXTURE
@)
RECESSED LIGHT FIXTURE
+P.C.
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
ELECTRIC DOOR OPERATOR (OPTIONAL)
FCHI
CHIMES (OPTIONAL)
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
FTq
TELEVISION (OPTIONAL)
2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
owl
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W1 ROUGH -IN FOR
OPT. CEILING FAN
GD
(1) PHONE LINE, (1) DATA PORT
r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
IN ATTIC SPACE
SWITCH & LIGHI
L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
BEDROOM 5
19 ROUGH -IN FOR
OPT.CLG.FAN/
LIGHT PRE-WIRE4
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LIGHT PRE-WIR�/ — — — —
121
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the structural plans and spedfications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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ATTIC VENTILATION CALCULATIONS - Al
ATTIC VENTILATION
REQUIRED
UPPER VENTILATION
PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
Ventilation
ATTIC
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Total So.
SQ. FT.
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by Upper
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SQ IN of
Ventilators
ventilation soffit
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be provided
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Ventilation
(See Elev)
required needed
required
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by upper
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ventilators
Main
0
2
Floor
733
704
101
352
25
176
276.0
276.0
(Zone 1)
0.0
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Floor
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2
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1
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0.0
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1490
372
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Upper
Floor
1552
213
745
53
12
2
(Zone 3)
180.0
276.0
"NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and
seal is onty for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal,
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FOUNDATION PLAN — ELEV—Al
SCALE: )/4"=V-0"
NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
STRENGTH
• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
POISONING
VVWF PLACED IN
1 /8" SAWCUT x 1/4 SLAB
UPPER 1/3 OF SLAB
THICKNESS WHERE
OR FIBERMESH
SHOWN ON
REINF. SEE PLAN.
FOUNDATION PLAN
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CONTROL JOINT DETAIL
SCALE: 3/4" = V-0"
V
-#5 CONTINUOUS
REINF. SEE FND. FOR
QUANTITY
- #5 X 25" X 25" CORNER
BAR ONE FOR EA.
HORIZ. REBAR, TYP.
U.N.O.
"Alternate:
The reinf. bars shall be
cont. around corner by cold
bending the bar w/ min.
bar lap of 25".
TYP. CORNER BAR DETAIL
SCALE: 3/4" = V-0"
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawrings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and sea[ is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SCALE :
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SHEET NO.
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2x4 STUDS W/ USP
SPT22 @ BASE SEE
J/S6 FOR MORE
16"
SEE PLAN FOR
DIRECTION
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2x4 BASE PLATE W/
USP LSTA30 OR
MTW12 TO FLOOR
GIRDER BELOW @ 16"
O.C.
I r)no r_IDn9=0
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT � 25 ft
VIND SPEED (ULTIMATE) 140.0 MPH
VIND SPEED (ALLOWABLE) 108.4 MPH
,XPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
WIND AREA (+) VALUE DENOTES PRESSURE
(So FEET) (-I VALUE DENOTES SUCTION [4:12]-[12:12]
a4ft
AREA ROOF 1 ze 2n zr 3 3e 3r
10 HIP -35.94 -49.57 -49.57 49.57
I GABLE -38.22 -38.22 1 -60.99 1 -60.99 60.99
ROO NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTIM F1667 RSRS-01 (8d) NAILS @ 6- O.C. ON EDGE AND 6' O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3,3e, 3r: ASTIM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Yjr," EXP. 1 (2 Y16) or 15132" EXP. 1 (33,t16)
TILE: ly32"EXP. i 0�/16)
NOTE:
1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%"xO.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%j", SHEATHING SHALL BE FASTENED
Iln' KIAIIQ
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W1 BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W/ BLOCKING PER NAILING SCHEDULE.
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12)
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875(1)PLY
1795(2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1 1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
F177A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8-8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 10d x 1 1/2"& 8-10d
H
FGTR
4725
3400
w/ (18) 1/4"x 3"SDS
WOOD SCREWS AND (2)
1/2" x 5" TITEN HID ACHOR
BOLTS
RFUS
7100
—
w/ (12) WS3 WOOD
SCREWS AND (4) 314" x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT5
5795
5/8' ANCH. /(26) 1 Od x1 -1 /2
K
HD3B
3130
3050
5/8" DIA. BOLTS
TDX2-TZ
3295
---
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 W/ (10) 1/4'
X21/2"SDSWOOD
SCREWS & (1) 5/8' ATR
M
VGT - F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
x 2 1/2" SDS WOOD
SCREWS & (1) 5/8' ATR
N
LUS26
1165/1060
1005/915
8 - 1 Od x 3-
JUS26
1000/1080**
8 - 1 Od
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
---
(20)16d x 3-1/2"
Q
HUS28
176014095
172013125
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d - 1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED wl
SIMPSON SET wl 12" MIN.
.EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 5" SDS
SCREWS & (8) 3/8" x 5"
TITEN HD (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -1 Od x (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET"
IEPDXY
MUGT1 5
4175
22 -10d x (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C
I EPDXY
I
V
(2) LGT2
14060-M 3770-FI3500-M
3240-Fl
W/ (32) 16D SINKERS &
ILUGT2
13100-M 4520-FI3100-M
3800-Flw/
(32) 16D SINKERS &
(14) 1/4"x 2 1/4"TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X"
HTS 20
1310
1245
24-1 Od x 1 1/2"
HTW20
1530
1285
24-1 Od x 1 1/2'
Spi
555
535
10 - 10d
SPT22
735
8 - 10d
SP2
1010
1 605
1 12 - 10d
SPT24
1090
12 - 10d
HCP2
1 555
1 12-1 Od x 1 1/2"
HHCP2
680
570
(20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2"OC FOR HARDWOOD & TILE AREAS & 24"
OC FOR CARPET AREAS
DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
143-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
W.OTC.C.nu . To"00—C.,^ �U A 00 n �U^ M I
k I % I W ��� Illu
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('.).
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3"GUN
NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48"OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS SPLICING
TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOFFRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
FLOOR/ROOF FRAMING PLAN - ELEV-Al
SCALE: Y4"=1 '-0"
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Englneees signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
flND SPEED (ULTIMATE) 1140.0 MPH
IIND SPEED (ALLOWABLE) 1108AMPH
XPOSURE CATEGORY I C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE
(SO FEET) (-) VALUE DENOTES SUCTION
AREA ROOF I 2e 2n 2r 3 3e 3r
10 HIP -35.94 -49.57 -49.57 -49.57
-38.22 -38.22 -60.99 -60.99 -60.99 -78,587
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6"O.C. ON EDGE AND 6"O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 CY16) or 1Y32" EXP- 1 (3�116)
ILLL 1Y32"EXP. 103116)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %"x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED
WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131') NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS
3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER
RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING
@ 16- O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS
W1 BLOCKING PER NAILING SCHEDULE.
HIP ROOF >20 TO 45 DEG.
[4:12]-[12:121
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
UPLIFT CONNECTION CROSS-REFERENCE
MARK
SIMPSON STRONG TIE
USP MANUFACTURING, INC.
0
CONNECTOR
CAPACITY
FASTENERS
CONNECTOR
CAPACITY
FASTENERS
SYP
SPF
SYP
SPF
A
META12
1420
9 - 10d x 1 1/2"
HTA20
1870
1585
10 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1585
10 - 10d x 1 1/2"
C
H2.5A
565
535
10 - 8d
RT7A
585
515
10 - 8d x 1 1/2"
D
H3
400
320
8 - 8d
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
7 - 10d x 1 1/2"
HTA20-18
1625
1400
10 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 10d x 1 1/2"
RT16A
1020
1160
9 - 1 Od x 1 1/2% 8-1 Od
H
FGTR
4725
3400
w/ (18) 1/4" x 3" SIDS
WOOD SCREWS AND (2)
1/2" x 5"TITEN HID ACHOR
BOLTS
RFUS
7100
w/ (112) WS3 WOOD
SCREWS AND (4) 3/4" x 6-
WEDGE -BOLTS
J
HTT5
4350
3740
5/8' ANCH. / (26) 1 Odxl -1 /2"
HTT5
5795
5/8" ANCH. /(26) 10d x1-1/2
K
HD3B
3130
3050
5/8"DIA. BOLTS
TDX2-TZ
3295
2 - 5/8" DIA. BOLTS
L
VGT R/L
2225
1600
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4"
X 2 1/2"SDS WOOD
SCREWS & (1) 5/8' ATR
M
VGT-F
4940
3555
w/ (16) 1/4" x 3" SIDS
WOOD SCREWS AND
HDU4-SDS2.5 w/ (10) 1/4'
x 2 1/2"SDS WOOD
SCREWS & (1) 5/8" ATR
N
LUS26
1165/1060
1005/915
8 - 10d x 3"
JUS26
1000/1080**
---
8 - 10d
P
HUS26
1320/3235
1335/2820
20 - 16d x 3 1/2"
HUS26
2035/3400
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1720/3125
30 - 16d x 3 1/2'
HUS28
2950/5090
—
30d -1 6d x 3-1/2"
R
MTS12
990
860
14 - 10d x 1 1/2"
MTW12
1195
1005
14-10d x 1-1/2"
S
VGT - M
4940
3555
w/ (16) 1/4" x 3" SDS
WOOD SCREWS AND (1)
5/8"ATR EPDXIED W/
SIMPSON SET w/ 12" MIN.
EMBEDMENT.
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
w/ (24) 1/4" x 3" SIDS
SCREWS & (8) 3/8"x 5"
TITEN HID (2 PLY) OR (52)
16D SINKERS FOR FRAME
U
MGT
3965
3330
22 -10d x (1) 5/8"ATR w/ 12"
EMBED wl SIMPSON"SET"
EPDXY
MUGT15
4175
22-10dx(1)5/8"ATRw/12"
EMBED W/ USP CIA-7000C
EPDXY
V
(2) LGT2
4060-M 3770-F
3500-M 3240-F
w/ (32) 160 SINKERS &
(114) 1/4" x 2 1/4" TITENS
(2 PLY) OR (28) 16D
SINKERS FOR FRAME
LUGT2
31 00-M 4520-F
31 00-M 3800-F
w/f3- ")l D SINKERS &
(10) 1/4"x 3"WEDGE-
BOLTS (2-PLY) OR (32) 16C
SINKERS FOR FRAME
"X" HTS 20 1310 1 1245 24-1 Od x 1 1/2- HTW20 1530 1285 24-1 Od x 1 1/2"
SPI 555 1 535 10 - 10d SPT22 1 735 1 1 8 - 10d
SP2 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d
HCP2 590 1 555 1 12-1 Od x 1 1/2" HHCP1 680 1 570 (20)1 Od x 1-1 /2"
MINIMUM 3" MEMBER
REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS)
NOTE: DOUBLE FELT RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20
LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL,
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6')
FASTEN CH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD@ EVERY INTERSECTING
POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B)
TRUSS To THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (").
INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128"x 3'GUN
NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH
THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+)
IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED
FOR HIP PLANING TRUSSES. R 1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS
INTERSECTIONS' SPI IONG
TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK
FRAMING SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5-0"ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
— bit
OR 2 PLY
'ARRIER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ROOF FRAMING PLAN - ELEV-Al
SCALE: Y4"=V-0"
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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GENERAL INSTALLATION IN TIES
I . Provide full mortar head and bed joints.
2. Shore fliled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed U1 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
11, The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical I Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
PPROVED UNTEL MMUFACTURERS: CASTE-CRETE, QUALITY, LCITTS
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LINTEL PLAN NOTES:
1. THIS PLAN IS TO BE USED FOR STRUCTURAL
INFORMATION ONLY.
2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
3. THE NUMBER OF COURSES OF MASONRY REQUIRED
BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
COORDINATED WITH THE ELEVATION DRAWINGS
4. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE PROPER LINTEL HEIGHT.
5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
DEPTH REQUIRED FOR THE DESIGN LOADS. THE
DEPTH MAY BE INCREASED IF REQUIRED FOR
PROPER LINTEL HEIGHT,G.C. COORDINATE.
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION @ ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
TYPE DESIGNATION
F = FILLED WITH
REBAR
IN.
AT TOP
(1) REQ'D
ALTERNATE POWERS
GROUT / U = UNFILLED
-1/2"
4
R = RECESSED
_ILEAR
STEEL LINTEL
QTY. OF #5
A
REBAR @ BOTTOM
OF LINTEL CAVITY
4
#5 REBAR AT TOP
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LINTEL
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(VARIES)
MW AS INDICATED
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MATERIALS
1. rc precasit lintels 3500 psi.
STEEL BOXED LINTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTIM C476 III 111: 3000 psi w/
POWERS STEEL BOXED LINTEL NOTES (ALT.)
4. maximum 3/8" aggregate and 8" to I I" slump.
5. Concrete masonry units (CMU) per ASTM C90 w/
ONLY IF NOTED ON LINTEL PLAN
minimum not area compressive strength = 1900 psi.
6. Reber per ASTM A615 Grade 60.
1. Refer to manufacturers specifications for installation.
Prestressing strand par ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturer's specifications.
7132 wire per ASTM A51 0.
3. If lintel Is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or S.
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cemantitluos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
CONT. PRECAST"U" LINTEL INSTALL MIN. 25" LAP
FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL
(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL
SIZE REINFORCEMENT) AT EACH SIDE OF OPENING
UPLIFT GROUT TO BE
CONNECTOR FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM
TYPICAL TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL
(SEE PLAN)
BLOCK FILL w/ 3000 PSI
GROUT w/ (1) #5 DIA. REBAR
V.4
HOOK LINTEL
REINFORCING in
b
INTO SIDE
VERTICALS .:p Z 0.
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INDICATES
PROVIDE FILLED CELL
KNOCK -OUT FROM FTG. TO
BLOCK FOR FIRST BEAM w/ (1) #5
COMPLETE CMU BAR
COURSE BELOW
SILL & FILL SOLID,,
W1 (1) #5 BAR
8" x 8" x 16"
CMU U.N.O.
. :Jr
SEE FOUNDATION PLAN FOR ---
FOOTING REQUIREMENTS
TYP. DOWEL
25" MIN LAP
(AC1530)
_ZE FOUNDATION PLAN
FOR LOCATION
SHEAR FRAME 0 SINGLE OR MULTIPLE WINDOWS
SCALF: 318* = V-0
REVISION 10-19-16
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To the best of the Erigineses knowledge, Infoanation and belief,
the structural plans and specifications contained within these
drawings coniply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 (1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING,
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TRI1 -14.
1.2. DESIGN:
1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3. SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2X4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING
CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST,
EXPOSURE "C", IMPORTANCE FACTOR '1"= 1.0. ENCLOSED BUILDING
2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL OL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-1 4
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
3-
2-
i )�,,
Y4"
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'rn = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURALLUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15132"EXP 1 OR 7/16"STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE -DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSIfTPI 1-2014, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C, 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
4.5. FASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 'J' BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM
LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL:
Fv 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05,
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5,
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be providm.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
M
3. 1 1 tion/sprinkler systems includinR all risers and
spr%ay, heads shall n6t be installed wl hin V-0" of the building side wall,
4. FBC-R R318.7- To provide for inoctim for termite infestation, between
wall covering and final earth grad she I notbe lessthan 6 inches.
Exception: Paint or decorative oementitious finish less than 5/8"
thick adhered direcdy to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318,1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps,
etc., shall be made with rmanent metal or plastic forms. Permanent forms must be
of a size and depth that rill eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-IbeRr31m'61 and mortar along the foundation perimeter
gonrcretxeteonver o
e Ve5d bC
sow
must treatment.
ee orp
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An ext9rior vertical chemical barrier mupt be install� after
construction is complete, including landsca in , d
p and irrigation. Any soi disturbed
trg
after the vertical barrier is applied, shall be re eated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin%department
by a licensed before
pest control company a certificate of occupancy will eissued.
The certificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services'.
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 4'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O..
TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.0
GARAGE DOORS (V = 140 MPH)
SINGLE 90 +26.1 PSF / -29.9 PSF
DOUBLE 160 +24.9 PSF / -28.0 PSF
SOFFIT +29.7 PSF / -39.7 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS'
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Rodda Building Code -
Residential 7th Edition. Enginser's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4"-l" CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:-) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
C
GA
WALL SHEATHING
16GAxl-1/2" LONG (3/4"-1"
CROWN) STAPLES @ 6"
O.C. VERT INTO STUDS
(NOTED THUS:-)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FEICR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
MEASUREMENTS ARE FROM FINISHED FLOOR
- 12" OFF -CENTER
ROUGH -IN GAS TO RIGHT (ALWAYS)
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSIBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2- X 4" @ 16" O.C.
71-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
1 V-13"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
161-511
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
1191.3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 401 @ 24" O.C.
6 1-11.
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
F-16"
(2) 16d TOENAILS
2" X 8- @ 24" O.C.
111-011
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13-4-
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
15'-4"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
1
Two 3/4" wood panels or 2 x
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
1 2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap -
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for ful I length of span.
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
4) Place joists together and nail from each side with 2 rows of 10d nails
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
OF THE JOIST ASA REQUIRED LEAVING Y8- GAP @ TOP sides by 6".
DOUBLE JOIST CONNECTION
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
L Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
require additional
consideration. Check
k
wall or beam below.*
w
local building
[1-717-1
code for appropriate
details in
One 10d box
;L--
areas=20 of high
or--20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
I ko.1" (1 Otil nAilq At All n n
for each lapped joist.
Provide adequate bearing
Od nails SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
ID
0 (KNOCKOUT EXEMPTS)
(see table be[ W)
D
I
(see table below)
FILL CELL
LU
STD. 900
CONT. #5
i HOOK
BAR
STD. 900 HOOK
BOND BEAM
SIMPSON MGT
w/ (22) 1 Od �GIRDERTRUSS
NAILS TYP.
CONT. #5
BAR 2X TOP PLATE
5/81
THRU
#5 CONT.
BOLT
FROM
FOUNDATION
TO HIGHEST
BONDBEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D ,--PLYWOOD FLOOR
SHEATHING PER PLAN
COLUMN AND
CONNECTION TJI TO BE CUT TO ALLOW
FOR BLOCKINGfTJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR
above to bearing below. STUDS
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. small gap 2" min.
2" max. 4" max. Web Strffener Fastener Schedule
Joist Bearing Location
Series � Depth I End Intermediate
8 9-1/211_1 2-8d Ngd"
BC15000S 11-7/8"1 2-8d 3-8d
---- 14w-T —2-8d 5-8d
nails
Clinch _971/T 2-8d 2-8d
when BCI 6000so 11-7/8" 2-8d 3-8d
possible BCI 6500so 14" 2-8d 5-8d
16" M_d' 6-8d
V �
11 -7/8" 2-8d 3-8d
-------- z A BCI 60sP 14"_ : Z- _8d — 9-8d
Tight fit -8d -8d
16" 2 6
1-7U8'1_ 3-16d 3-16d
2x4/PIywood/OSB web Brier 2" min. BCI 90s" 14" 5-16d 5-16d
required when indicated or 4" max. 16" 6-16d 6-16d
- Hangers with side nailing.
- Hangers with sides not containing WEB STIFFENER
top flange of joist.
- Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
higher than 1 5001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 Of max. along bearing wall
Required on interior walls for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration. —
13M UV I 1APA T VVnr-r%C 1N CANTILEVER
THE WEB. PROVIDE AT
LEAST 3" OF CLEARANCE
FROM OTHER HOLES
ISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
DO NOT CUT HOLES
LARGER THAN 1Y2"
ROUND IN
CANTILEVERS.
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
THE LARGEST HOLE.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
2
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
When joists meet over wall, provide
13/4" minimum bearing for each.
'L Joist
I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
Install tight to top flange.
.9
Joist han er
Fillerblock.
Nail with
10-10drialls.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap —
Backer Block
"rop Mount" "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange,
eb st' er as
Web stiffeners are not required when top required If hanger
flange is laterally supported by joist hanger. doesn't meet
iffn
m
'a hei
ht
requirements
0 6 X Joist
depth
D
I -JOISTS BUCKETS
N.T.S.
SIMPSC
w/ (22) -
NAILS 1
TYPICAL SIMPSON MGT TO
-UP COLUMN DETAIL
BUILT
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
TYPICAL SIMPSON META12
META12 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
FINISH GRADE
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
9 LOCATION OF
0 SECOND H10A
SIMPSON H10A (WHEN
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT 1015#
10A
X1 1
015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's X 4'4'�
CENTERED @ PIPE
PENETRATION
SLEEVE THRU STEM---' 12
BELOW
GRADE
-1-11 .0 4,0 �'-
SEE PLAN FOR
FOUNDATION INFO
STEM FOUNDATION
GRADE
'---A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
REINF. SEE PLAN
(2) #5 REBAR
TYP. FND. PENETRATIONS
SCALE: N.T.S.
4
A 4
- PLUMBING LINE
PVC OR SCH40 SLEEVE
or - A
4
A 4.
SEE FND. PLN I
SIZE & RE
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
A
PVC OR SCH40 SLEEVE
PLUMBING LINE
- ' . 1
4
0 .1 0
4 A.
ISEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TO PVC OR S
P (2) #5's x 4'4 CH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
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Engineers signature and seal.
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
w/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
(TYP.) I VARIES
Irk
5/8" OR 1/2" HIGH ---
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE 'X" @ GARAGE
W/A HABITABLE ROOM
ABOVE) W/DRYWALL
SCREWS @ T' O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL-/
NAILER
STD. 90-HOOK (SEE DETAIL
V
2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
INTERVALS NOT EXCEEDING
@16" O.C. W/ (2)
10'-0" (R302.1 1)
16d TOENAILS T & B-\\
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
PRE ENGINEERED WOOD
APPLICABLE.
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE
1/4" DIA - X 3 1/4" TAPCONS @ 24" O/C & -2
HURRICANE ANCHOR @ EACH
@ 6" MAX FROM END OF 2 x PLATE
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.)
WWF OR FIBERMESH
MOISTURE BARRIER
-SHINGLE ROOF, SHINGLES TO
A
A
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
D3161-CLASS F, IN
ACCORDANCE w/ TABLE
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
RESIDENTIAL
8"
ROOF SHEATHING - SEE
SCHEDULE - [RSH] - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT
rG G
ELEV. VARIESk
SEE TYP. WALL SECTION
SCALE: 3/4"=V-0" � S3
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"4"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE 'IS" MORTAR
-ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONC. SLAB
CV)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
/-NOTE:EXTEND
W1.4XW1.4 WWF OR
DECO FINISH 4" to 6"
"FIBERMESH"
BELOW GRADE
A
00
0?
6 MIL VAPOR
BARRIER
t>
COMP. SOIL.
(COMPACTED TO %
MODIFIED PROCT
ASTM D1557)
3"
MIN. CLR.
(2) #5 REBAR CONT.
ON 3" CHAIRS TYP.
-4" (1 STORY)
STD. 90 NOOK (SEE
U.N.O. 1
4'
V-8" (2 STO RY)j
DETAIL)
TYPICAL WALL SECTION
K"A
SCALE: 3/4" = V-0"
1�� �,
I a
Sm
16MM
SEE A/S3 OR J/S6-114r--WM--LL94FU-17
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STOR") / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1 f' (2 STORI )
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
............
I
GARA(
GARAGE SLAB AT STEP
SCALE: 3/4"=1'-0"
7PF --TV/17
I I I I I I I L
-T- -6;d
5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. W/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
TOP PLATE S.P.F. DOUBLE
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1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
)LT
a OC
SHEATHING REQ'D. FOR ALL HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ ,.---2x BLOCKING HORIZONTALLY@ INTERVALS
,,,.--�x BLOCKING
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) 7*0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
5/8110 x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
al M/ n. nII Al Ir I II)II UrN ')All ') n T OnTTnRA MI Arr- PF=IKII:0Pr1=M1=NT Amn wii I NCIT?l 'n D T Mf)T-rnkA 01 ATC
k x kw- A . . 'A . .
O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1 4xW1.4
@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH
3 1/2" M IN. 3 1/2" M IN.
�2
.7
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1/ "(min
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(2) #5 �CONT. -/' 4 H 11-411 8" (2) #5 CONT. M 4" '41 8-1
H N 0 MIN.
U.N.O. MIN. . . .
TYPICAL BEARING WALL �b STEP (a) SHEARWALL C TYPICAL BEARING WALL @ STEP rCC
"SHEAR WALL" SCALE: 3/4"=V-0.' S3 SCALE: 3/4"=V-0" � S3
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2x S. P. F. ST 16"
BOUNDARIES, 6- O/C EDGES, AND 12" O/C FIELD.
If
c4
2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
ON
0\01
LOADBEARINGOR
INSULATION PER FBC AND ENERGY
1,
Co
2x BLOCKING HORIZONTALLY@
EXTERIOR WALL
81, C.M.U.
FORM SUBMITTED WITH PERMIT
INTERVALS NOT EXCEEDING
1 "x P.T. STUD
2x BLOCKING HORIZONTALLY@
SEE SECTION C/S3 FOR
10-4- (R302.1 1)
#5 VERT. IN FILLED CELL
INTERVALS NOT EXCEEDING
10-4- (R302.1 1)
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
SEE CC/S3 OR
C14
LAYERS W/ TOTAL THICKNESS 7/8" OVER
-1/2" GYP. WB (MIN.) @ GARAGE
G/S3 FOR ANCHOR
"J"
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW-90 NOOK DETAIL
SIMPSON SP1 w/ (10)
SIDE IF APPLICABLE.
BOLTINFO.
5/8"x6" BOLTS BOLT
@ 24" O.C. VERT. OR
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.O. BLOCK
0
10d NAILS
5/8"DIA. EXPANSION BOLT @24
(IF NO UP LIFT ON
WALL SEE GG/S3)
518"x6" EPDXY BOLT OR
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
*SIMPSON SP1
(6) 1/4"x3 1/4" TAPCONS
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20' MIN. LAP [24- MIN. LAP]
#5 REINFORCING
X
)R
SPACE ANCHOR
3500#. MIN. TENSION 2600#)
W1(10)10d NAILS
SPACED EVENLY
2x P.T. PLATE
FIBERMESH
WEEP SCREED INSTALLED
BAR
1< -j
<
tD
BOLTS 6" MAX FROM
FROM
END OF 2" x PLATE
L T
A E
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
TYP.
ASSUMED FINISHED
-1
C�
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PER MFR INSTRUCTIONS
'�'�#3 OR #4 REINFORCING BAR
X,
X Uj
GRADE
C:�
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40kSi
CL
A
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A t>
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FINISH GRADE 60 2
25' MIN. LAP [30' MIN. LAP]
Y= 6oksi]
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2�
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H
TV
-
NOTE: 7
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W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
D1557)
4" 1141.
I f
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION. SLAB INFORMATION.
6 x 6 W1.4 x W1.4
31/2" WWF OR FIBERMESH
min.) 4"--\
GRADE
.4
(1) #5 REBAR w/ OPT.
T
REEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=1'-0" � S3
BLOCK WALL BEYOND
EXPANSION JOINT
13-1
0 H D RECESS
4,1
4',
T.Urr'l I
4
SEE A/S3 OR J/S6
FOR REINF. INFO.
MIN. CLEARANCE
1-4- (1 STC
RY)
1 '-8" (2 STC
RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR
SCALE: N.T.S.
�3
ADDITIONAL INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
CONT. BEAD SEALj*
,,0-0"
A,. INTERIOR
A. -3 1/2"
CONCRETE NAILS W 1 1/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
;0
6 MIL VAPOR
BARRIER
36" MIN. LAP [36' MIN. LAP]
ON 3" CH
77% 0.
(TYP.) V-4" 8"
-#6 REINFORCING BAR
#5 STD. 90 HOOK
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
REBAR DETAILS
rF
WALL w/ UPLIFT
rG
SCALE: N.T.S.
'� �3
SCALE: 3/4"=V-0"
� �3_
VARIES
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1 1/2" RECESS FOR
x 6 W1.4 x W1.4
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
S.G.D. (U.N.O.)
I
WWF OR FIBERMESH
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
I
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SEE PLAN FOR
jh
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COLUMN SIZE AND BASE
23
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SLAB STEP & RECESS (a) S.G.D. M
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SCALE: 3/4"=V-101"
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
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wif 1/4"x3"TAPCONS
MASONRY WALL AND
GARAGE
COLUMN TO PORCH SILL
AT 8" 0. C.
PAD FOOTING
ATTACHMENTS & 18/D1
1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
ATTACHMENTS
TRIM PER PLAN
8" MASONRY WALL
EXTEND FILL CELLS
W/ DRYWALL SCREWS @ 8"O.C.
TO FOUNDATION PAD
INSULATION PER CHART
z
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CONT. FOOTING STEEL-\
MAT REINFORCING.
ON FLOOR PLAN
SIZE VARIES PER PLAN
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To the best of the Engineer's knowledge, information and belief,
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drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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SEE PLAN FOR HEADE SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION.
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R
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PLATE
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FOR CLEAN -OUT
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POINT w/ (3) 12d
MIN. EXTENSION FROM
TONEAILS SPACED
EXTERIOR FACE OF BLOCK
EVENLY
"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
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W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
WALL IS 11/2
MAXIMUM INTERIOR
R .11 ,
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIO WALL
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
---(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
vARIE5
O.C. TO EACH HEADER FACE
W4
T
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. 1\ �4
12 SEE TYPICAL WALL SECTION
�___PRE-ENGINEERED WOOD
TYP) SEE ELEV.
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
SIMPSON SP2 W/ (12) 1 Od (3) 10d TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAILS
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
MAX
0
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
LL W/
1 #5 VERT. IN CONC. FILLED C�ELL AW/_
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
�--ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
CE OF BLOCK WALL IS 2 114"
TO DRAIN
OR —JI
EXTERI
WALL
WALL CLEAN -OUT
SCALE: N.T.S.
IN �4
7 5/81, 8" 7 5/8" 8" 7 5/8" 8"
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY COURSEBELOW. EVERYTHIRD (3RD) COURSE THE 11' DOORJAMB WALLIS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
TYPICAL SECTION THRU WINDOW �B MASONRYLAYOUT
SCALE: N.T.S.
�,S4,)
KNOCK -OUT)---\
BLOCK W/ (1 #5 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT
Ilk
I
Mai
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 13-4' IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
— FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD
BLOCK WALL ABOVE.
SCRAP MATERIAL
_j
N
4
MOUNTING BASE SHOWN
IN POSITION
—2x6 MOUNTING BASE
0
,
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2X4 (NOM.
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR-----.
N%N
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
4
'BOTTOM OF
POURED CONCRETE BASE FOR MOUNT�INGB E
BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 11/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x —
CRIPPLE STUD
TYPICAL (U.N.O.)
- SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING —Gt
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD-
2 x 6 P.
J-BOLT
TRACK
BRACKET
FOP
I
ARAGE
1OOR
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK �K
SCALE: N.T.S.
1\14�
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
1 (3)
(2)
(2)
(1) LSTA30
T-16'
(3)
(4)
(2)
(4)
(2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
-ROWS 12d NAILS STAGGERED
2
@ 12- O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
a INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
a EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
a OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 11/2" EACH
SIDE
�'�2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N,O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL Q�
SCALE: N.T.S, �4
SIMPSON
SIMPSON
TRANSOM FRAMING
SEE SECTION AA1S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12 TRUSSES @ 24" O/C
_Z(7TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
P 7 SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
7/8" STUCCO FINISH PER ASTM
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER��
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
TRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
O/C FIELD
7.
Lr
2x TOP PLATEJ
Mco
2X4 PT STUDS @ 16- O.C.
-16d NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 w/ (8) 1 0dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
I
2x STUD @ 24"
(24" O.C. MAX) w/ MIN. 4' EMBEDMENT
O.C. MAX.
ROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
MAIN SPAN
2x P.T. PLATE
FP
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL—` H I
W/ STD. 900 HOOK IN K.O. BLOCK Ma _M_
V_
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S. � �S4
PIPE OR DUCT wl PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (112) 16d NAILS
TOP 2 ROWS 1 Od @ 3- O.C. (14
SPLICE -7 /�,� NAILS TOTAL) EA. SIDE OF
f&,,43PLICE STAGGERED
'A'
1 Old @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ W 16d TOENAILS
T076PPLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S.
1\ �4
F= 2240 LBS
SIMPSON
YPSON
P.T
ATE
kqrm� NNEI ILI,
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL//"'i
TRANSOM FRAMING NV
INTO
TRANSOM
FRAMING
10d NAILS @ 6"
STAGGERED
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
SIMPSON
spi
-RECESS
SIMPSON
SP4
SIMPSON-
SP4
J-BOLTS @ 24" O.C.
MAX
LINTEL
__7t7777 7r::.
_2X P.T. PLATE
SCALE: N.T.S. 1,, �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(4565# SPF)
(5645# SPF)
(6970# SPF)
S (9335# SPF)
N. 8"
DOXIED A.T.R.
I & NUT
OXIED A.T.R.
& NUT
DXIED A.T.R.
& NUT
2X8 P.T. BOTTOM PrTE
'�5 /8'X10" "J" BOLT @ 24" O.C. MAX.
SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C
SP4 SP2 ]
SP4
YF.
"
-NAILED INTO
TRANSOM
FRAMING
SIMPSON
spi SIMPSON
SP4
SON�RECESS SIMP
LINTEL //_SP4
2X8 P.T. BOTTOM
PLATE
I
5/8"X10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOF TRUSS ABOVE
2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
"2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
-0" O.C.
@ 2'
MASONRY WALL
1 Od NAILS@ 4
STAGGERED A 1 Od NAILS @ 6" O.C.
STAGGERED
_AA 0 0 TRANSOM FRAMING
BEYOND.
PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4- PLYWOOD
o
O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING
& 8" O/C FIELD
—
o
a SIMPSON SP4w/(6) 10dx 1 12"
(USE SP6 FOR 2XI WALL, USE
—PLYWOOD
SP8 FOR 2x8 WALL)
SHEATHING
a SIMPSON SP2 w/ (12) 10d NAILS MASONRY —
a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X 10" J-BOLTS @ 24" O.C.
o MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY KR
REV. 06.24.22 SCALE: N.T.S. S4
CIIJ
Q�
cj r.,_ , � z
CL-
clIj
iat — w
cu -c:,
U w
ow = =
E
" \
�� 0 W/V
SE
C
< cr>
C9
C,
Oov�",
To the best of the Engineers knowledge, inforrnation and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Res dential
I [
7th Edition. Engineers signature and seat is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seai.
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SHEET NO.
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L
SIMPSON HGAM11
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
7
-
SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS--\
-7
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
LIN
IF >9" SEE 10/S5
SUPPORTED,
BACKNAIL w/ (2) 16d NAILS
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) __'\ AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 10/S5 MAX. 9"
BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS
UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
SCHEDULE FOR SHEATHING DETAIL
F
R
E
THING
vIF
45*±
45'
SEE STRUCTURAL
NOTES AND NAILING
2x4 CROI
BRACE
SCHEDULE FOR
APPROX. 8" FROM
SHEATHING DETAILY
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@ 8'-0' O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/ (3) 1 Od
1" BRACE TO EXTEND
2x4CROSSBRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
S I M PSON H2.5A w/ (10) 8d
2x8 P.T.
GABLE TRUSS
EACH JOINT w/ (3) 1 Od &
,,---FROM LEDGER TO
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
BLOCKING
7/16" OSB SHEATHING
ATTACHEDW/10d
END
1 GYPSUM WALL BOARD
"�`
GABLE TRUSS
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
7r-
OSB SHEATHING ATTACHED
1 OdX3" @ 3" O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
THROUGH CHORD
2"x4' LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
INTO 2"4"P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
N
LI
CHEDUL
�
DETAIL
2"x4" CROSS BRACE-�
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE
EACH JOINT wl (3) 1 Od
2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
FROM RIDGE FASTENED AT
EA. END
1" BRACE T 0 EXTEND
EACH JOINT w/ (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-1" OR
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
SHORTER)
GABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
-1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS
ATTACHED w/ 10d NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6' O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
BOTTOM ATTACHED
(2) 16d NAILS
W/ (2) 16d TOENAILS
2X4 "T" ON TOP OF PANEL
_X
BLOCKIN
2x4 "T" ON TOP OF PANEL BLC 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x BLOCKING
.
.
2x4 PANEL BLOCKING @ 48" O.C. FOR G, FASTEN WITH
�CKIN WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
I
1/211 x 8" "J" BOLT @ 48" O.C. 2x4'7" ON TOP OF PANEL
FASTEN WITH 1 Odx3" @ 4" O/C SPACED
INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C.
BLOCKING, FASTEN WITH
O.C.1
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT V-01"' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
MOISTURE BARRIER
1 Odx3" @ 4" O/C
7
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
PSON META12 w/ (7)
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED
10dxl 1/2" NAILS AT EA.
& (4) 1/4"X2 114" TITEN @ 4'-0" O/C ALIGNED WITH
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24-
GABLE WEB
SECTION 2�
WEB, USE MSTAM36 w/ (7)
O.C. MAX) W/ MIN. 4'
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
SCALE: N.T.S.
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
-REFER TO DETAIL J
&
&
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
CO
M
SEE STRUCTURAL—
CHORD BLOCKING
a
go
NOTES AND NAILING
INFORMATION
00
SCHEDULEFOR
SHEATHING DETAIL
BACKNAIL w
(2) 16d NAILS
-WOOD TRUSSES
00
;0
2"x4" CROSS BRACE ---
APPROX. 8" FROM
-2x4 RAT RUN BRACING
RIDGEFASTENEDAT
"N
AT 24" O.C. ON TOP OF
t2'
XV
EACH JOINT W/ (3)
Ot
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS
NAILS @ EA. END
ATTACHED W/ 2 -16d
AT EA. TRUSS JOINT
(2) 2" x 4" LAMINATIONS W/ (1) ROW
(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
2x4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
@ 48" O/C FOR THE
(2) 16d NAILS
2x4 BLOCKING @ 24"
(D = 0. 148", L = 3") OR EQUAL
(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
FIRST (4) ROWS OF
O/C W/ (2) 16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
W/ (2) 16d TOENAILS
-ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
pq pq
(SPACE AS SHOWN FOR 3-PLY)
SIMPSON SP2 w/ (12) 10d
DBL. TOP PLATF
E
L- 2x4 LEDGER (MATCH BOTTOM CHORD
'rr I
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION
3
SECTION r4
SCALE: N.T.S. SCALE: N.T.S.
REV. 06.08.22
MAX. 9" 8d @ 6"O/C
UNSUPPORTED,
IF >9" SEE 1 O/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLETRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C. S I M PSON HGAM 1 OKTA W/ (4)
E ES AND 12" O.C. FIELD 1/4"XII 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4'X2 3/4"
JACK TRUSS
TITEN TO CMU
SEE PLAN FOR
_CONNECTION
F TH LA L NATIO
2x4 "T" ON TOP OF PANEI I
L
EXT. WALL CONN. @
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
BLOCKING, FASTEN WITH 2A BLOCKING W/
1 Odx3" @ 4" O/C (2) 12d TOENAILS
NON - LOAD BEAR114G LOCATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
SECTION EEEI
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0"
�, �5
ADDITIONAL INFORMATION.
SCALE: N.T.S.
� �5
SCALE: N.T.S.
1INIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS)
TOENAIL %
(2) 16d NA
(2) 16d PER
JOINT
CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
IP4
3H SCHEDULE
�TTACHMENT
2 SYP BLK'G @ 16" O.C.
J x 0.131"
AILS EA. SIDE
2X4 #2 SYP W/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL
0�
SCALE: N.T.S.
GABLE TRUSS
S5
1" BRACE W/ 10d @ 4" O.C.
12 (SEE SCHEDULE FOR SIZE
AND LOCATION)
6.9 FMAX.
S5
S5
CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
IT" BRACE W1 10d @ 4�' O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
EXT. WALL CONN. @ NON LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
1" BRACE
24-1
010" - 31-0"
3-41 - 61-01'
6-0" & GREATER
to
SCISSOR GABLE (1) 2 x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 112"SDS
-------
--tV14 1. Dr-MMINV
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
biMP5UN 5P2 W1 (U)
1 Od NAILS AT EACH
STUD
ENDJACK
1 V-0" MAX.
X
0
CL
CORNER JACK
<
cr_
ILLJ
z
Cr
0
HIP FRAMING REFERENCE PLAN
2 x 4 BLOCKING w/ (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
W
\-BRACING w/ (3) 10d x 3" AT
EACH CONN. @ 24" O/C
\-MOISTURE BARRIER
-BOND BEAM
- MASONRY WALL
ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING
2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING-", --2x4'7" BLOCKING
@ 48" O.C. 16d NAIL
111 BRACE
ATTACHED W1 4�
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL(
SCALE: N.T.S. S5
2x4'T BLOCKING
2x4 BLOCKING @
48" O.C.
16d NAIL
1" BRACE ATTACHED
W/ 10d NAILS @ 4" O.C.
0A
TYPICAL
W
� 4�
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL
SCALE: N.T.S.
DIAPHRAGM
48' C
BLOCKING @
'0/
I ETEIEE7 GABLE TRUSS
4:
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /`7
AS PER HIB 91 SCALE: N.T.S. \ �5
20'-0" MAX
CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
L Lq q
III
1
h (IL
1A
1,1111
M
mm�
�01
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seat.
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ROOF FLASHING AND ROOF FLASHING
COMPONENTS TO BE IN ACCORDANCE
W/ R903.2, FLORIDA BUILDING CODE
7TH EDITION (2020) RESIDENTIAL
12
BAFFLE
INSULATION—
INSULATION PER -
CHART ON FLOOR
PLAN
5/8" OR 1/2"HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WB
DOUBLE 2X S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
2X BLOCKING @ EA. WALL
SHEATHING JOINT
16" D.C. 2X S.P.F. STUDS
2X BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Gd
COMMON @ 6" OIC EDGES AND 12" O.C. FIELD
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/8d
COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR
AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED
PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHA
DIVIDE THE CONCEALED SPACE INTO APPROX. EQU
;�07
AREAS.
'FLOOR SYSTEM
\PER PLAN
GYP WB (OR
1/2" HIGH STRENGTH OR 5/8 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LA
P SHEATHING TO B0170M OF
BAND JOIST TYPICAL
1x WD FURRING @ 24" O.0
r,
E
1111111111114
1011a
FOR UNDERLAYMENT
REQUIREMENTS SEE R905.1.1
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE w/ ASTM D7158-CLASS G or
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE w/ TABLE R905.2.6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
FRAMING SHEET FOR
SCHEDULE - [RSH1 - ON
SHEATHING AND FASTENERS
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE STRUCTURAL SOFFIT SHEET SS
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1X2 NAILER
PLYWOOD SHEATHING
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
FOR MORE INFO
LU
X: 7/8"CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
LAYER 1/8" THICK.
LU
u- LU
Uj INSULATION PER
CHART ON FLOOR PLAN
B R
S6 S6)
ETALSEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
ETAL SEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
STD. 90 HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
4"X4" INSPECTION PORT AT
Z-� 2
.j
a- EACH FILL CELL TYPICAL
W U) AT GARAGE CONTRACTOR
Lo TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND DECO FINISH
410 6" BELOW GRADE
GRADE
\-STD. 90*HOOK
CHAIR (SEE DETAIL)
(3) # 5 REBAR ON 3 R
D
W/3" MIN. CLEARANCE 4" 1-4'
N
TYP 2—STORY WALL SECTIO ri
REV. 03.16.21 SCALE: 314"=V-0" S6
SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO
2nd FLO
BEAM/GI
2ND FLOOR FRAME CONNECTION
SEE JIS-6 FOR ADDITIONAL INFORMATION,
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL------- rT I
BAND JOIST
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL-------*
SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2"
NAILS TO STUD & (8) 10d X 1 1/2" TO BAND
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
SCALE: N.T.S.
@ WOOD 1 ST FLR. SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SPACER
BLOCKS
'END SHEATHING TO
)F BEAM OR GIRDER
XE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
NOTES: * USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
VIT11
CORNER
TYPICAL "T" AND CORNER
DETAILS
rN
SCALE: N.T.S.
2ND FLOOR FRAMING - SEE
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
'TTO BOTTOM PLATE/CHORD W/ 8d
_L�;Q
@ 4" O/C, 2 ROWS STAGGERED
;0
FLOOR TRUSS SEE FRAMING PLAN
FLOOR TRUSS
0? SEE FRAMING
---WEEP SCREED
.. ;�
PLAN
INSTALLED PER MANUF.
"X4" CROSS BRACE @ 48"
2 li, 4811 \\-SIMPSON HETA20 W/ (8) 1 0dX1 1/2"
r ')
_r��jr
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
BLOCKING& MIN. 4" EMBEDMENT
E N D WALL W/ (2)1 Odx3" @ EA. IN KO BLOCK
END INTO 2"X4" BLOCKING
SEE DETAIL 21D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT. PLATE
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUSc
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO, BLOCK
ru
W
0
U)
15137OSB
EXPOSURE 1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
m SECTION X-X IF
Lu NOT FULL
HEIGHT SHEET-
Z
(2)- 2x TOP PLATE
BEYOND I
— —
= — 15/32" OSB
4.10-
EXPOSURE1
t7u
— 0--
[IF
SHEATHING W
—
SOLID 2x
BLOCKING @ ALL
SHEATHING 0
W
EDGES(SEE
OPENING
SECTION X_X)
Lu
CL 0
rx- W
E
2x STUDS W
=
BEYOND. "
SEE PLAN
0
Cn
FLOOR SYST M
-:4M N_-2;4 P.T. BASE
—&JHORIZONTAL PLATE BEYOND
2x RIBBON OR VERTICAL SEE PLAN
BLOCKING
BETMEN FLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
FLOOR CONNECTION B
3/8" "S" = NAIL 3/8"
@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/411=11-011 SPACING
�6
FOR ADDITIONAL INFORMATION.
S 1/2"
A,__t 1/2" S
zt
S 112"
4__ 1
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(6) 1/4" x 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE J/S6 FOR ADDITIONAL INFORMATION.
TRL
B.U.C.
(8) 1 Old NAILS TO
STUD PER STRAP
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUS
ro_��
SCALE: 1 1/2"=V-101"
�6
NOTE: SEE TYPICAL WALL
SEE SHEATHING
SECTION C/S3 FOR SPECS ON FLOOR
ADDITIONAL INFORMATION
--1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT 5/8"DIA. x 1 0"J" BOLT W/ 8"
—
EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/
SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER
NAILS AT EA. STUD
/ (MIN. SHEAR 3500#. MIN.
2 x STUDS@ 16" O.C. TYPICAL TENSION 2600#.)
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
2X P.T. PLATE
�41 F
&A
A,.
'I
A
ro--f-, �.�18
(3) #5 CONT. ON 3"
8" CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2—STORY FRAME SECTION r'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
S6
AT ALL PANEL BLOCKING
, LOCATIONS SHALL BE MIN 2x4 #2
I
S'PF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL wl (4) 8d NAILS
(2) 8d NAILS @ 3' O.C,
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @ -
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
81, O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
p
W
JOINTS
TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THAN Yg".
<
t;
(Z)
NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL
@
NAIL AT TOP PLATE TWO ROWS C 4" O.C. w/ 8d COMMON NAIL
LL
@
NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. W/ 8d COMMON NAIL.
0
@
NAIL INTERIOR AT 6- D.C. wl 8d COMMON NAILL
STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O�C.
W/ 8d COMMON NAIL
W
ED D
- U. 0 cr
F
C
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
_j >_ �: 0 a
w/ 8d COMMON NAILS 0 4 " O�C. (2) ROWS C TOP & BOTT.
t< ix 0 0 U)
; 0 '2' U' (=X'
t;
@
(2) 8d NAILS CD 3" O.C. TO EACH TRUSS END OR @ VERTICAL
z
- C4 W 0 LL
ul 0
MEMBER IF GABLE END
LL x
E_ U)
NOTE:
" "
r . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X 21/2
. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8'.
WALL SHEATHING INSTALL.
rc
& NAILING SCHED.
�6
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" OIC FOR
2"x`10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 11/2" EACH SIDE
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
SEE PLAN FOR REQUIRED --"-
CONNECTIONS
LOAD BEAR I NG/EXTER IOR FRAME
WALL HEADER DETAIL
2x BLOCKING HORIZONTALP(-�
@ INTERVALS NOT
EXCEEDING 10'-0" (R302 .11)
5/8"DIA. x 10" "J" BOLT W1 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4XW1.4
z
1! WWF OR FIBERMESH
-
21
.9
A
is
A.
=1 I J= A
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
SIMPSON
EA END
EA END
EA END
EA END
1 4
(2)
(2)
(1) LSTA30
_9'
(2)
(3
(2)
(2)
(1) LSTA30
9'. 16
(3�
(2)
(3)
(2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS @ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
00
FINISH GRADE
co
z
(3) # 5 REBAR ON W CHAIR 4- 11-811
W/3" MIN. CLEARANCE
ALTERNATE FOOTING v
@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0"
ADDITIONAL INFORMATION. S6
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To the best of the Engineer's knowledge, Informallon and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florlds Building Code -
Residential
7th Editon. Engineer's signature and sea] is only for
the structural engineering portions of the drawing pages beading
Engineer's
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ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
13/4 x 11
JVL
2x4 UNDER STRINGER -
GLUED AND NAILED TO
LANDING
2x4 UNDER STRINGER GLUED P
NAILED TO LANDING BLOCKING
D
2X4 PT NOTCH-
ER�* _NJ
INTO STRING I
D
-,-2x8 BLOCKING FOR STRAP
L-1x4 blocking
SIMPSON MSTA21 W/ (16) 1 Od NAILS E
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE'.T"=1'-0�'
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
r^ r J r% I C% r! A K I r% M I I K I I K I ll� t—% M R A A -r 1 K I
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
FLOOR
JOIST
SYP
2x8 SYP
2x8
SYP
STRINGER MUST MAKE F1
CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
lt)2x8
F
i
SE
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH 7��
STRINGER \F
2X4 CUT ON BEVEL�
DOES NOT BEAR IN
WALL
2x SYP CUT TO FIT
BEARS IN WALL
_--2X12 SYP
BEARS IN WALL
--2x6 SYP
SCAB 2x4 GLUED AND NAILED (EACH
2x12 SYP
SIDE) TO BOTTOM EDGE OF 2x12
ALIGN THIS STUD WITH STRINGER
3/4" RISER CUT TO FIT STRINGER
FACE OF 2ND RISER
MAINTAIN BETWEEN
AND 4" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2X4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
'2
B
2X4 SYP BLOCKING
FOR STRAP
2x4 PT NOTCHED INTO STRINGER-\r-/
(SIMPSON MTS12 W/
AND NAILED TO FLOOR WITH GLUE
(14) 10d x 1 1/2"
AT STRINGER CONTACT POINTS NAILS)
CTION VIEW "All SECTION VIEW "B"
SCALE: 11"= V-0"
SCALE: I"= V-0".
LIGN THIS STUD WITH FACE OF 2nd RISER
-2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
ROVIDE MOISTURE
PROTECTION
LA A HA OMPONEN S
TT j
ONC W/i, X
@ MAX - 32. 0. C.
Z C LLC
0 S I
OF STAIR TO CONC. W/ J" X
T P 0
2 TAPCONS @ MAX. 32" O.C.
X U D
1 4 GL ED AN
ATTACH ALL COMPONENTS 1x4 GLUED AND
IL To ST
OF STAIR TO CONC. W/ J" X NAILED TO STRINGER
2 1" TAPCONS @ MAX. 32" O.C.
1X4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
11CIIII
G. 1
SECTION VIEW
SCALE: 1 V-0"
TOP OF
STRINGER
STRINGERS
RE' 2x4 BLOCKING FOR 2x12 SIMPSON A35
E x4 PT UNDER 2x12 OR LSC EACH
Z/N�
�35
CH
2X4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 W/
2X4 PT NOTCHED INTO STRINGE\R
AND NAILED TO FLOOR V41TH (14) 1 Od x 1 1/2"
GLU
NAILS)
AT STRINGER CONTACT POINTS
SECTION VIEW "ID"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 1'
I" PLYWOOD
x SYP CUT TO FIT
BEARS IN WALL
1
x12 SYP
fFHE4 BEARS IN WALL
BULLNOSE* DETAIL
SCALE: 1 V-0"
,,--STRINGER
2x4 GLUED
AND NAILED
SECTION D-D
'--3/4 PLYWOOD
ON DECK
3/4" RISER CUT TO FIT
2X4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
"--'�X8
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x 1
0�1
SYP GLUED
BOTTOM, GLUED AND
1/2" NAILS)
AND NAILED TO
NAILED TO STRINGER
FRAMING
2x4 DRAFT 2x12
STOP TREAD
2xl 2 TREAD
GLUED
GLUED AND
AND
NAILED--\
NAILED
2X4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE —
AT STRINGER CONTACT
POINTS
I 't2x8 SYP DRYWALL STOP MUST
L/NOT TOUCH STRINGERS
2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
4x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW
SCALE:��=11_01;
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE
AT STRINGER CONTACT
POINTS
SCALE: 1 V-0"
'�-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
Ll X/GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
SECTION VIEW "Ell
SCALE: V
SECTION VIEW
_K_�T SCALE: 1 1_01�
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3
FLOOR TRUSS OR CONN. TO BOTTOM -
GIRDER, FIELD VERIFY OF NEWEL POST
(2) LAYER J'EDGE GOLD
OSI3 OR PLYWOOD
OR 1 j"X16" LVL
ATTACHED W/ 12d N kILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "G"
V. 11-01,
SCALE:
SE^F \'�6,
7�7
CTION VIEW
SCALE: il. = V_01�
PER CONTRACTOR
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
bEd
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST
BLOCKING
STAIR CONSTRUCTION DETAILS
(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED
SCALE: 1 V-0"
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
ID NAILED TO
WALL BELOW
NEWEL POST LET INTO
THEBLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
JOINT
-TO
)ISTS)
2X STRING�R
2X B CKING
I
P MTS w/
SON 2
I Od x 1 1/2" NAIL S
ND R
0
3
%
2X BLOC NG
RIS R
VARIES
ECTION VIEW 111-111
SCALE: 1 V-0"
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To the beat of the Engineers knowledge, infoRation and belief,
the Owtural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages beadng
Engineers signature and seal.
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DOOR JAMB (REFER 1 X4 11/2" DRYWALL
DOOR JAMB (REFER 1X4
F11/2" DRYWALL
DOOR JAMB (REFER
TO PRODUCT
1X4
1x4
1/2"DRYWALL
TO PRODUCT
P.T
T
TO PRODUCT
APPROVAL FOR CONN.
APPROVAL FOR CONN.
tE
APPROVAL FOR CON4*N.
1x4 P.T-
��FURRING
T
E
1
X 4
[7:1
P E FURRING
3-1/4" LONG X 3/16"0
3/16"0 X 3" LONG
TAPCONS
FxU4RR,NG
(2) ROWS 3/16" x 3-1/2"'
TAPCON. INTO
STAGGERED @ 16"
TAPCON @ 16" O.C. & 4,,
L2X8
BLOCK@ SPACING
1
DETAIL
1x8
O.C. 2-ROWS INTO
P.T.
,4"2x8
M
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
JYR
1X8
PER MANUFACTURE
MASONRYTHROUGH
1 1/211
!.i
DETAIL
1 x8 w/ (2) ROWS 8d NALS
3" DETAIL
1x4 P.T. & 1x8 P.T.
b rAGGERED @ 12" O.C.
-3/16" x 3 -1/2"
1x4 P.T.
DOOR JAMB (REFER
TAPCON @ 16"
TO PRODUCT
O.C. & 4" FROM
DOOR JAMB (REFER
N.
APPROVAL FOR CONN.
1x4
1x4
1/2" DRYWALL
1/2"DI
DOOR JAMB (REFER
EACH END W/ MIN
TO PRODUCT
F
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
6-
2x8 P.T. w/ (2) ROWS 3/16
�j
APPROVAL FOR CONN.
(2) ROWS 3/16"x 3-1/2"
x 3-1/2" TAPCON @ 16"
i
i
O.C. & 4" FROM EACH
1x4
El
TAPCON @ 16" O.C. &
L
END w/ MIN. 2" EDGE DIST.
IST
FURRINI
4" FROM EACH END w/
2x8 P.T.
ATTACH SECOND PLY w/
W/
2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 Odx3"
2x8
0%i MC:TAIII
1 IAII MC:TA 11
STAGGERED @ 12" O.C.
'A-IIA" nPTAII
BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS
SCALE: N.T.S.
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4"x 3 1/4"TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BILK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45' DIAGONAL (4) 10d NAILS INTO
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK ARCH PANEL 47
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
SZ
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
m/z rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
ri
SCALE: N.T.S.
�S
INSTALL WDW. SCREW ANCHO"
INTO ARCH BLKG. PER
INSTALLATION DETAILS
1/4" MAX
ir
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2-4-
SECTION
A -A
8"
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4"MIN. OF BRACE
4'MAX. RAD.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 3 1/4" TAPCON (111/4" MIN. B-B
EMBEDMENT INT
/4" MAX
2'- 0 8"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. AR CH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8" O.C. AT BUCK
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BPA'11*,
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW
BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
ARCH DETAIL rK
13-13
SCALE: N.T.S.
� �s
PROVIDE 2x
PROVIDE (2) MIN.
CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4' MAX. RAD.
MAX. 8"
PROPER INSTALLATION
FILL SOLID
BOTH CELLS
-
#5 REB)
(TYPI)
STD. 90'
HOOK 0
L,
ILV
-
±5"
NOTCH WEB AT
L\ FIRST 2 COURSI
,APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD
SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2' HD TITEN (CENTERED) W/
MIN. 4" EMBEDMENT AT 16" O.C.
12
JACK TRUSS PROVIDED BY SEE
TRUSS COMPANY OR
PLAN
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
IMPSON
(5) 12d NAILS
2X6 TO 2X4 H2.5A W/ (110)
8d NAILS
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED"OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
EALANT
PRESS PANEL REINFORCING INTO PLACE.
6S"MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" IN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
NOTE:
REMAIN FREE OF MORTAR.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES,
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 4%' WOOD
SCREWS @ 16- O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY
rL
SCALE: 3/4" V-0"
�, �s
#5 CONT. TOP & MID
"
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
WITH MIN. 3
COVER 6-10"
A'
k
GRADE t.
z
CN
(2) #5 REBAR. (11 -STORY)
(3) #5 REBAR. (2-STORY)
16" MIN. (1 -STORY)
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
100 1
SECTION AT DEEP MONO FOUNDATION
REV. 07.28.21
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
UNACCEPTABLE INSTALLTION
DO NOT DO THIS 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C..
#40 ATTACHED WALL SHEATHING TO
#5 REBAR (TYP) Ole 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4"
A 411* AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12"O.C. FIELD O.C., 2 ROWS STAGGERED
4
90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d
@ TOP & BTTM CHORD, AND (8)
I
YP.) FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
N4
VL 1 411,::71 LAP SHEATHING TO
BOTTOM OF BAND
400 JOIST TYPICAL
\-SIMPSON HGAM1 OKTA @ 12" O.C.
NOTC EB a FIRST COURSE
L
±2 w/ (4) 1/4xl 1/2" SDS SCREWS
1%
INTO BAND JOIST & (4) 1/4"x2 3/4"
THE TITEN INTO K.O. BLOCK
:S
FILLED CELL INSTALLATION I H RETROFIT FOR MISSING EMBEDDED STRAP
SCALE: N.T.S.
SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
Kl^-rr! 4 rlrl ^IAI
2x SUB FASCIA
ALUM DRIP EDGE
BRG WALL TYPE ALUM FASCIA
PER PLAN 1-3/4" TRIM PAINTED
SS NAIL W/ 5/16" HEAD
F CHANNEL, DIA. @ 24' O.C.
FASTENED PER
CONT VENTED OR SOLID SOFFIT
NOTE 2 BELOW
L
CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS
W/ 3-12d NAILS, TYP.
1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TO:
CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
DIAMOND
WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN
PATTERN
SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
7"N
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
+
+ +
+
BLOCKING AS
+ REQUIRED TO
SUPPORT SOFFIT
___1 +
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
SOFFIT
PRECAST LINTEL -j
%
SEE ELEVATION
FOR OVER HANG
(MAX 4'-0")
SECTION @ ROOF EXTENS 0
I N rM
SCALE: 3/4" V-0"
SS
SIMPSON HTT4 W/ (18) 1 Od x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 6
3" MIN. EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
SCALE:
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FILL 1 st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1112"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4"TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D.
11-011 51-0
NISH
b
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. . . . . .
... .. . 0. . #5 BAF
$0" & - 11:1.
CENTERED W/
L L
IN TOP
.=== I . . KNOCKOUT/
A , - " _� - 1, . . . k. *
CHAIR BLOCK
MONO FOOTING
AND SECTION DETAILS
SIZE AND REINF. PER PLAN L
CLEAN FILL
DIRT
STANDARD
9(T HOOK C14
#5 BAR IN
FILLED CELL L
v L I L.
ilk-
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = 14"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
(2) #5x6' IN CONC.
Ul)
FILLED CELL
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
A SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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To the best of the Engineer's knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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CROSS BRACING DETAIL (TYP.)
SCALE:NTS
TRUSS NOTES:
1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO
w/ MIN. (4) 12d WHEN
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0
O.C. MAXIMUM.
3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d
NAILS AT EACH TRUSS INTERSECTION.
4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB
5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS I
DEPTH EXCEEDS STANDARD HEEL HEIGHT
SEE TYP
TRUSS BLOCKING DETAILS
� . ........
TYP. HAND FRAMING ABOVE TRUSS
2X4 STUDS & PLATES AT 2'-0" O.C.
EACH DIRECTION TYP. U.N.O.
2x8 BLOCKING NAILED @
EACH SIDE w/ (3) 12d NAILS
WHEN REQUIRED w/ (2)
SIMPSON HTS20 w/ (24) 1 Od x
1 1/2" NAILS EACH
TB
.
.
PRE-ENG. TRUSS
L_
2X4 BLOCKING I
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP -
MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP.
-----/--WOOD TRUSS -j
A
TYP. WOOD TRUSS BLOCKING DETAIL
SCALE:NTS
WOOD WALL
OR TRUSS.
SEE PLAN
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
A-\ VARIES W/
\-F ROOF SLOPE
2X4 CONT. W/ (2)
16d COMMONS
NAILS EACH
STUD TYP. T&B
-TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL /"'* �7
SCALE:NTS
DIAGONAL
AT 8'-01'
MAX
2X4 CONT. AT
T & B CHORD
TRUSS
ROOF
SEE SHEATHING
PLAN
2X4 BLOCKING
BETWEEN TRUSSES
SECT, A -A
'E
AN SHI
PROVIDE 2X4 MIN. BLOCKING AT
Qk OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
TYP.
TRUSS
G.T. -f
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
i
SPAN FROM EXCEEDING JACK
MAX 24" SPAN (EITHER Py �SES HIP
SIDE OR BOTH IF REQ'D) G.T
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE:NTS
VERTICAL SCAB 2 x 6
#2 SPF 48" O.C. W/ (4)
1 Od TOP & BOTTOM
OR SIMPSON H2.5A w/
(10) 8d NAILS
COLLAR TIE
EVERY 3rd
RAFTER
2x4 SPF 2 (2) #7 x 3-1/2"
WOOD SCREW EACH
TRUSS OR SIMPSON
H2.5A W1 (10) 8d NAILS
AT 48" O.C.
(OPTIONAL)
BEVEL CUTS
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
COMMON TOENAILS TO TIE BEAM
CONC.MASONRY
STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL @ INTERIOR BEARING
r3
SCALE:NTS k
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
VARIES
2X4 #2 SPF BRACIN(
16" O.C. W/ (4) 12d
TOENAILS TO TOP
PLATE & (2) 12d ENE
NAILS TO TRUSS
BOTTOM CHORD
ROOF SHEATHING
ATTACHED PER
NAILING SCHEDULE
MON TRUSSES.
SEE TRUSS PLAN
FOR CONNECTION
INFORMATION.
,J-,VARIES SEE PLAN
FOR WALL LOCATION
MIN. 2x4 #2 SPF STUDS @
16" O.C. W/ EXTERIOR
SHEATHING ATTACHED
PER NAILING SCHEDULE &
(3) 12d TOENAILS TO
SEE PLAN FOR PLATE BELOW
MIN. 2X4 #2 SYP P.T. PLATE
1b,
TOP OF WALL
ff
W1 1/2"X8" EPDXY ANCHOR
MASONRY WALL SEE,_� @ 3" FROM EACH END &
PLAN FOR MORE 16" O.C. MAX.
INFO.
SECTION @ ENTRY /"'�8
SCALE:NTS
SIMPSON LSTA18
w/ (12) 10d NAILS
CENTERED AT
SPLIT TO TIE
BEAMS TOGETHER
SEE FLOOR PLAN
FOR COLUMN SIZE
& ADDITIONAL INF(
(2) 2x8 #2 SYP w)
O.S.B. FLITCH P1
TOP@ TRUSSB
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 w/ (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 44 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 10d
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE:NTS
SIMPSON HUC41 0 w/ (14)
ISEE PLAN L.
FOR CANT.1
16d INTO HEADER & (6)
—
10d INTO BEAM - SEE
ROOF PLAN FOR MORE
INFO
SEE FLOOR PLAN FOR
--COLUMN
7z�
SIZE& BASE
14
OSB FLITCH PLATE
CONNECTION INFO
REQ'D ONLY WHEN
L_F1
INDICATED ON BM.
7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN
RECI'D ONLY WHEN
COLUMN SIZE& BASE
1
INDICATED ON BM.
OPTION A
CONNECTION INFO
OPTION B OPTION C
SCHEDULE/PLAN
COMMON BM. TO
POST ATTACHMENT
SEE ROOF PLAN
FOR BEAM SIZE &
CONNECTION INFO.
SIMPSON MTS1 8 W/ (14)
10d NAILS TYP. U.N.O.
SEE FLOOR PLAN FOR
COLUMN SIZE &
ADDITIONAL INFO.
(WOOD COLUMN SHOWN)
A A
SEE PLAN FOR
SEE PLAN FOR
CANTILEVER IF
INDICATED
CORNER SEE FOUNDATION
PLAN FOR MORE INFO
COMMON BM. ATTACHMENT
SCALE:NTS
2X4 STUDS W/ SIMPSON
SP1 W/ (10) 1 Od NAILS
AT BASE SEE J/S6 FOR
MORE INFO.
EXTERIOR SHEATHING
ATTACHED PER
NAILING SCHEDULE
2X4 BASE PLATE W/
SIMPSON LSTA30 W/
(22) 1 Od NAILS OR
SIMPSON MTS12 W/
(14) 1 Od x 1 1/2" NAILS
TO FLOOR GIRDER
BELOW @ 16" O.C.
16" FLOOR SYSTEM FLOOR GIRDER
SEE PLAN FOR SEE PLAN FOR
DIRECTION CONNECTION
SECTION @ FLOOR
CONNECTION r2 2* �
SCALE: NTS
SCALE: 3/4"=V-0"
SEE 1/S5 FOR
ADDITIONAL
OUTLOOKER
INFO.
10
1/2" PLYWOOD
(2) 16d NAILS TO
EACH COMMON
TRUSS/ FRAMING
TYP TOP & BOTTOM
BM. SPLICE OVER
CENTER OF POST
MIDDLE
SEE PLAN FOR
8d NAILS AT VALLEY TRUSS
4" O.C. INFO.
MASONRY WALL BELOW: SIMPSON
HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @
MASONRY WALL 4'-0" O.C. TO GABLE TRUSS
A
A4
SEE TRUSS PLAN —11
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
TO GABLE TRUSS
OR BEAM BEAM BELOW: SIMPSON HTS20 w/
COMMON TRUSS
SEE ROOF PLAN
FOR CONNECTION
SECTION AT HIP GABLE rj_2_-�
SCALE:NTS
EXTERIOR
ATTACHED�
SCHEDULE
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
SEE PLAN
FOR BEAM SIZE
2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALL ENTRY FRONT WALL
U
SCALE:NTS
2X4 #2 SYP NAILER. NAIL
TO STUDS W/ (3) 16d AT
EACH STUD - TOENAIL ROO AND EXTERIOR
EACH TRUSS TO NAILER SHEATHING ATTACHED
W/ (3) 1 Od PER NAILING SCHEDULE
SEE 2ND FLOOR WALL SECTION
FOR ADDITIONAL INFORMATION
IF 2x DOUBLE LEDGER,
ATTACH FIRST PLY
W/ (4) 16d NAILS TO EA.
END OF TRUSS THEN
ATTACH SECOND PLY
W/ (3) ROWS OF 16d
NAILS AT 24" 0,C.
SIMPSON LUS26 W/ (8) 10d NAILS
OR IF 2 PLY TRUSS SIMPSON
ZSEE FLOOR FRAMING PLAN
LUS26-2 W/ (8) 16d NAILS TO
LEDGER AND J/S6 FOR MORE INFO.
VERIFY WITH PLAN FOR
2X10 #2 SYP CONT. LEDGER W/ (3) LOCATION AND DIRECTION
1/2" X 4 1/2" LAG SCREWS ATTACH
LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR
BLOCKING INFO)
FLOOR TRUSS, 24" O.C. MAX. (AT
MASONRY WALL
EACH SIDE OF G.T. INSTALL (4) LAG
SCREWS EACH SIDE) (TYPICAL)
SECTION AT LOW ROOF � �q
SCALE:NTS
LOW ROOF/WAL
SHEATHING ATLTLACHE\D
PER NAILING SCHEDULE
2x STUDS @ 16" O.C.
W/ SIMPSON SP1 W/ (10) 1 Od
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
2x BLOCKING BETWEEN STUDS
TO TRUSS W/ (2) 12d TOENAILS
EACH END (BETWEEN TRUSSES
(2) 12d NAILS TO EACH VERTICAL
STUD)
2x BASE PLATE W/ (2) 12d
NAILS @ 16" O.C. ALONG W/
SIMPSON MTS12 W/ (14) 10d x
1 1/2" NAILS TO BLOCKING
BELOW @ 16" O.C.
PLYWOOD
FLOORING
L, DOF TRUSS W/ /(2) 2x6 BLOCKING UNDER FLOOR G.T.
/)"' _j �<'
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
MANUF. SPEC'S FOR
16d NAILS AT EACH END
CONNECTIONS TO G.T.
SECTION @
BUMP OUTK'39'�
SCALE: NTS
DETAILS & SECTIONS
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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SCALE AS NOTED
SHEET NO.
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(1) SIMPSON LSTA30 w/ (22)
(2)- 12d
GABLE END FLOOR
SEE SS FOR RETROFIT
10d NAILS BENT OVER TOP
SIMPSON SP4 w/ (6) 10d x 1 1/2"
(USE SP6 FOR 2x6 WALL, USE SP8
TOENAILS 2x4
TRUSS SEE R/S6 FOR
CONNECTION IF MSTAM36
1 OR 2 PLY GIRDER
PLATE THEN DOWN THE
FACE OF HEADER/STUDS
FOR 2x8 WALL)
TO TRUSS TOP
CONNECTION INFO TO
CAN NOT BE INSTALLED
TRUSS. SEE PLAN FOR
@ 24" O.C.
EXT * SHEATHING
MASONRY WALL
BELOW AND ALT.
CONNECTION.
2x CRIPPLES @ 16" O.C.
(2) 2x SPF TOP PLATE
FLUSH W1 TOP
BLOCKING INFO
SEE PLAN FOR CONN.
W/ (2) 12d TOENAILS T/B
(2) 2x HEADER SEE PLAN
SEEFOR 2 OF MASONRY & 8d
BLOCKING NAILS T/B FLANGE
B OCK'NG
0
1. APPLY SUB
(3) 2x # SPF
(2) 10d TOENAILS AT EA.
INTERIOR HEADER
FSEEFOR
E A
D T ILS
DETAILS
FLOOR +
STUDS w/ 10d @
(2) - 2x SPF TOP PLATE
END OF SILL. MAX.
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2xSTUDS
ADHESIVE TO
8" O.C. EACH SIDE
OPENING WIDTH 4 FEET.
EXTERIOR HEADERS
2x4 CONTACT
U.N.O. ON PLAN
IF OPENING IS GREATER
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
SURFACE A 2x4 #2 BLOCKING
THAN 4 FEET BUT NOT
EXCEEDING 6 FEET.
OPENING LARGER THAN 4 ft (2) 2x
FLOOR SYSTEM
YSTEM
SEE PLAN
NOTE: VERIFY WITH FLOOR
FRAMING PLAN FOR I -JOIST
OR FLOOR TRUSS FOR
B 2X4 SIDE BRACE
2
AT 48" O.C.
BETWEEN JOISTS
2X CONT. RIBBON
A SIMPSON LS30 w/ (6) 1 Od
x 1 1/2" CLIP IS TO BE
SILL PLATE W1 SIMPSON LS30 w/ (6)
10d x 1 1/2" CLIP EACH SIDE
MIN (3) 2x #2 SPF STUDS @ END OF
INSTALLED AT EA. END
CORRECT BLOCKING
w/ (3) 12d EA. END
DECK
HEADER SEE Q/S4 FOR REQ'D JAMB
G.C. VERIFY INTERIOR
1/2" GYP. BOARD OR
(2) SIMPSON MSTAM36 STRAPS W/ (7) 10d EXTERIOR STRUCTURAL
REQUIREMENTS
1-1/8" RIM BOARD
TO HORIZ.
BLOCKING
TYPICAL BLOCK
WALL
FLOOR
2x CRIPPLE AT EA.
END OF OPENING
INFO
SIMPSON LSTA30 wl (11) 1 Od
ABOVE PLATE
NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16")
ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN
BELOW. IF WOOD WALL IS BELOW USE (2)
S I M PSON MSTA36 STRAPS W/ (26) 1 Od
y
8d NAILS @ 3" O.C.
WALL SHEATHING
JOIST SEE PLAN
(2) 12d TOE NAILS TOP
(2) SIMPSON MSTAM36 w/
(7) 1 Od NAILS & (4) 1/4"x2
FLOOR TRUSS/
I -JOIST SEE PLAN
TIE BEAM
NAILED TO STUD
PACK w/1 Od I JAILS
@ 8"o.c.
TO STUDS
FLOOR DECK
FLOOR TRUSS/ I -JOIST SEE PLAN
TO RIM BOARD
& BOTT. CHORD
1/4" TITENS
SIMPSON LSTA30 FROM
NAILS (G.C. TO INSURE SOLID BLOCKING
AJS BLOCKING PANEL @ 24"
WINDOW JAMB TO
IS INSTALLED). SCALE: N.T.S.
O.C. (MAX) AND @ EACH
PROVIDE BLOCKING
FLOOR TRUSS/ SOLID
SCALE: N.T.S.
GABLE END RIM JOIST-
END OF WALL UNDER
BELOW JAMBS
BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION.
DETAIL TO BE
SEE SS FOR RETROFIT
SEE R/S6 FOR
CORNERS
FOLLOWED IF DOWN SET
OR BOX HEADER IS USED
CONNECTION IF MSTAM36
CONNECTION INFO TO
(2) - 10d TOE NAILS
OTHERWISE DETAIL
CAN BE IGNORED
SECTION CORNER CAN NOT BE INSTALLED
MASONRY WALL
EACH SIDE
FRAMING ATTACHMENT
BLOCKING
DETAIL �2
GIRDER/COL. CONN.
@ 2nd FLOOR r3_""�
HEADER CONN. @ 2nd
FLOOR,( �4
i(
SCALE: N.T.S.
N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SEE Q/S4 FOR
SIMPSON SP4 W/ (6) 10d X 1 1/2" (USE SP6 FOR SIMPSON SP2 w/ (12) 1 Od NAILS
SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE
CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED
2x6 / 2x8 CRIPPLES @ 16" O.C.
(2) 2x8 OR (2) 2x6 TOP
JAMB STUD
NOTCHED AT HEADER LOCATION
REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C.
SIMPSON LSTA24 W/(18) 10d NAILS
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
SEE INFO BELOW ON CONNECTION
OF CRIPPLES IF LONGER THAN 8"
PLATE SEE PLAN
2-2x4SPF SIMPSON CS1 6 W/ MIN. 12" END
SIMPSON SP4 w/ (6) 10d X 1 1/2" (USE SP6 FOR
2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C.
SEE PLAN FOR CONN.
TALL. (CONTRACTOR MAY USE RTT
CLIPS) NAIL BACK LEG OF CIPPLE TO
(2) 2x HEADER TO SIT
(1) SIMPSON LSTA30 W/ (22) 10
@
TOP PLATES LENGTH ON STUDS W/ (11) 1 Od
HEADER W/ (2) 12 TOENAILS
FLUSH W/ THE OUTSIDE
NAILS TO STUDS ABOVE & (11) 1 Od
NAILS BENT OVER TOP PLATE
(2) - 2X SPF TOP PLATE
SEE PLAN FOR SIZE
NAILS TO STUDS BELOW.
2 x 4 #2 SPF STUDS
THEN DOWN THE FACE OF
HEADER/ STUDS
(2) 2x HEADER SEE PLAN
2X6 / 2x8 WALL BEYOND SEE
AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS
INTERIOR HEADER
NAILING AREA (TYP.)
HEADER FLUSH TO OUTSIDE
FLOOR PLAN FOR HEADER
(2) 2x HEADER
SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM
MIN (3) 2x #2 SPF STUDS @
(1) 2x SILL PLATE W1 (2) 12dTOENAILS.
/-EXTERIOR HEADERS
SEE PLAN FOR
COL. SIZE
(2) SIMPSON MST37
TOP
CONNECTION
SEE STANDARD HEADER
EACH END W/ 7" EMBEDMENT. IF
END OF HEADER SEE Q/S4 FOR
(1) 2x S I LL P LATE W/ (2) 12d TOE NAI LS.
STRAPS W1 (42) 16d NAILS
DOUBLE 2x6 OR 2x8
CONNECTION DETAILS FOR
AT STEP DOWN LOCATION, MIN 7"
REQ'D JAMB INFO
OPENING LARGER THAN 4 ft (2) 2x
----------------
PLATE SEE PLAN
MORE INFORMATION
2x PF
S, EMBEDMENT PAST STEP.
SILL PLATE W/ SIMPSON LS30 W/ (6)
FLOOR SYSTEM OR
12d NAILS AT 6"
BASE PLATE
2x CRIPPLES @ 16" O.C.
10d x 1 1/2" EACH SIDE
2-STY. FRAMING
O.C. TYP T & B
SIMP N P wl dx
4EERED SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE
B
W/ (2) 12d TOENAILS T/B
(2) 10d TOENAILS AT EACH END OF
BAND JOIST & BLKG.
1 1/2' (USE SP8 FOR 2x8
WALL) @ 24" O.C.
C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8
SILL (MAX. OPENING WIDTH 4 FEET).
OR LVL GIRDER
SYP U.N.O.
KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER
IF OPENING IS GREATER THAN 4,
Ll
W JAMB CONDITION OR IF BUILT-UP
(2) - 2 x 4 SPF
2X CRIPPLE AT EACH END
FEET BUT NOT EXCEEDING 6 FEET,
(BLOCK SOLID)
STUDS ARE WIN WALL SYSTEM A. B."I 0
TOP PLATES BE SPACED W/IN 6" FROM OPENINGS
OPENING NAILED TO STUD
A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS
TO BE INSTALLED AT EACH END.
SEE PLAN FOR
2 x CONT. T & B
AND MULTIPLE STUD PACKS
PACK W/ 1 Od NAILS @ 8"0. C ---- ----
COL. SIZE
INTERIOR HEADER
LJJ 2 x 4 #2 SPF STUDS 2x SILL PLATE W/ 12dTOENAILS.
TYPICAL BLOCK WALL--------_
PLYWOOD ATTACHED PER
NAILING SCHEDULE
SIMPSON HTT4 W/ (18)
16d NAILS & 5/8"
BOX HEADER
AT 16" O.C. U.N.O. (2) 2x HEADER 4 JG (1) (2)
EXTERIOR HEADERS
FLOOR TRUSS/ I -JOIST SEE PLAN
M
ANCHOR BOLT W/
(2) 2X TOP PLATE
SEE PLAN
TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS.
2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE
SIMPSON MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"x2 1/4"
TIE BEAM
MIN. 6" EMBEDMENT
(2) SIMPSON LSTJ2 W/ (10) 1 Od
NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. W/
BASE PLATE W/ SIMPSON LS30 W/ (6) 10d x 1 1/2" EACH SIDE
_416-
TAPCONS
0
PROVIDE BLOCKING
OVER TOP PLATE
SIMPSON SP2 W/ (12) 1 Od NAILS AT
16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE
NOT REQ'D TO HAVE CONNECTIONS.
BELOW JAM BS
TOP AND SIMPSON SP1 W/ (10) 10d
NAILS AT BASE
-PROVIDE (2) CRIPPLES BELOW
ATTACH STUDS W/ (3) 12d TOENAILS T&B
SEE FOUNDATION PLAN
TO ANY GIRDER TRUSS IN THIS
2 STORY INT. BEARING WALL PROVIDE EXTERIOR SHEATHING
ATTACHED PER NAILING SCHEDULE
AND EXTERIOR
HEADER CONN.
2nd FLOOR �6
FOR FTG. REQ.
2x CRIPPLES TO
MATCH JACK
STUDS BELOW
SITUATION. CONNECT G.T. TO
STUDS W/ (2) SIMPSON HTS20 w/
(24) 1 Od x 1 1/2" NAILS AT TOP AND
BOTTOM TO HEADER
FOR EXTERIOR 2 STORY WALLS ONLY.
/,--
2 STORY COL. @ GIRDER
SHEATHING CAN STOP ONCE UNDER
(IF CRIPPLES ARE LESS THAN 8"
SCALE: N.T.S. LOWER ROOF.
SYSTEM 42
SCALE: N.T.S.
LONG NO STRAPS ARE REQ'D)
SCALE: N.T.S.
'--ADDITIONAL
STRAPS
,,,,--SEE STANDARD HEADER REQUIRED AT TOP PLATE
CONNECTION DETAILS FOR TO STUDS TO MATCH
SEE SS FOR RETROFIT
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
MORE INFORMATION
\ HEADER STRAPS
CONNECTION IF MSTAM36
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
-
CAN NOT BE INSTALLED
OTHERWISE DETAIL CAN BE IGNORED
/—(2) SIMPSON LSTA24 W/ (18) 10d NAILS\\- (2) 2x HEADER SEE PLAN
SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE
(2) SIMPSON LSTA30 W/ (22)
SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x4 STUDS
MIN (3) 2x #2 SPF STUDS @
END OF HEADER
FOLLOWED IF DOWN SET OR BOX HEADER IS USED
10d NAILS BENT OVER TOP
2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
PER PLAN
SEE Q/S4 FOR REQ'D JAMB INFO
OTHERWISE DETAIL CAN BE IGNORED
SIMPSON LS30 w/ (6) 10d x
1 1/2" NAILS AT EACH END TYP.
PLATE THEN DOWN THE
(2) 2x HEADER SEE PLAN
*FOR OPENINGS LESS THAN
4'-0" WIDE, SILL MAY BE
FACE OF HEADER/STUDS
DOUBLE 2X4
ATTACHED W/ (2) 16d TOENAILS
AT EACH END
S I M PSON LSTA30 w/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR
2x CRIPPLES @ 16" O.C.
TOP PLATE
NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C.
W/ (2) 12d TOENAILS T/B
THEN DOWN THE FACE OF
INTERIOR HEADER
WS 10d @
(2) 2x SILL PLATE
HEADER/STUDS (2) 2X SPF TOP PLATE
PLAN
MIN (3) 2x #2 SPF STUDS
(1) 2X SILL PLATE W/ (2) 12dTOENAILS.
EXTERIOR HEADERS
-4
�2x
2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE
@ END OF HEADER. SEE__'__�.
STUDS @ 16" O.C.
W/ (2) 12d TOENAILS T/B INTERIOR HEADER
QIS4 FOR REQ'D JAMB
(1) 2x SILL PLATE W/ (2) 12d TOENAILS.
OPENING LARGER THAN 4 ft (2) 2x
TOP SPLICE
(1) 2x SILL PLATE W/ (2) 12dTOENAILS.
INFO.
SILL PLATE W/ SIMPSON LS30 w/ (6)
(2) 10d TOENAILS AT EACH EXTERIOR HEADERS
END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING
IF
2x CRIPPLE AT EACH END OF
1 Od x 1 1/2" EACH SIDE
ALT. HEADER ANCHOR
WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2X SILL PLATE W/ SIMPSON
\
OPENING NAILED TO STUD
IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE
PACK W/ 1 Od NAILS
(2) 10d TOENAILS AT EACH END OF
BUT NOT EXCEEDING 6 FEET,
. SILL (MAX. OPENING WIDTH 4 FEET).
SCALE: N.T.S.
A SIMPSON LS30 W/ (6) 1 Od x 1 MIN (3) 2x #2 SPF STUDS @ END
TYPICAL BLOCK WALL
IF OPENING IS GREATER THAN 4,
PROVIDE 2x4 ON
1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR
FEET BUT NOT EXCEEDING 6 FEET,
TOP OF 2x8 TO
EACH END F_ REQ'D JAMB INFO
A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS
BLOCK OUT TOP
2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1 Od NAILS
SIMPSON (2) MSTAM36 W/ (7)
1 Od NAILS & (4) 1/4"X2 1/4" LL--'
TO BE INSTALLED AT EACH END.
PLATE ATTACH
END OF OPENING CENTERED
TAPCONS
W/ (2) 1 Od NAILS
NAILED TO STUD PACK FLOOR DECK
FLOOR DECK
@ 3" O.C. 2x4 BEYOND
DOUBLE
W/ 10d NAILS @ 8"o.c.
AGAINST 2x8
2x8 TOP
FLOOR TRUSS/ I -JOIST SEE PLAN
PROVIDE BLOCKING
FLOOR TRUSS/ I -JOIST SEE PLAN
STUDS
PLATE
SEE PLAN FOR BEAM
BELOW JAMBS TIE BEAM
2X CONT. RIBBON
2x8 STUDS 2x4 W/ 2 ROWS
PER PLAN
SIZE & CONNECTIONS
NOTE:
OF 10d NAILS
PLATE LENGTHS MUST BE
@ 3" O.C.
HEADER CONN. @ 2nd FLOOR
HEADER
CONN. @ 2nd
AT LEAST 4'-0" LONG. TYPICAL
W/ HIGH BM
FLOOR
[DOUBLE STRAP]
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
SYSTEM 42
SCALE: N.T.S.
SCALE: N.T.S.
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To the best of the Engineers knowledge, Indonnation and belief,
the structural plans and spedfications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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V—NAILING
2x4 STUDS W/ USP
SCHEDULE RIBBONS CANTILEVERED
SPT22 @ BASE SEE
J/S6 FOR MORE
FLOOR TRUSS
INFO.
M .8" CANTILEVER
2x CONT. RIBBONS W/ (4) 16d
2x4 BASE PLATE W/ NAILS OR 2x4 CONT. BLOCKING
USP LSTA30 OR W/ (2) 16d TOENAILS EACH SIDE
MTW12 TO FLOOR EACH END TYP. TOP & BOTTOM
I
GIRDER BELOW @ 16" PROVIDE SOLID BLOCK
O.C. BETWEEN TRUSSES LINDE
WINDOW JAMB CONDITIONS USP MTW12 EACH FLOOR
IM
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BELOW
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16" FLOOR SYSTEM FLOOR GIRDER SEE 5/D2
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To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications oDntained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and Seal 13 only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
3/8" CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
1) SEALANT AT
4) SEALANT JOINT
WINDOWBUCKTO
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK
2) SEALANT JOINT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WINDOWBUCK
ACROSS WINDOW BUCK
AND EXTEND TO
-VVINDOWFRAMIE
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
13EAD BRIDGING
C LADDING AND WINDOW
FRAME
3) SEALANT WINDOW FRAME TI
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
STRUCTALATH TWIN TRACK 2.5
APPROVED HOUSEWRAP
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V'SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTI(
1 . Cut, fold up & temporarily secure
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barder back over head
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING X
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SCS 06 02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked als # in each detail that corresponds to the
numbered items in the list oqRstructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
ce of flashing material (6" x 6"
adhere to substrate using a square pie
Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
8. Mechanically fasten as necessary
NAILING FLANGE
'in WEATHER
/E BARRIER &
tARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR SELF -ADHERED FLASHING
SHEATHING BY LAPPING DOWN __"
OVER RIM JOIST AND UP�
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOIc
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
SELF -ADHERED FLASHING
WEATHER RESISTIVE
BARRIER
Iffa-V
M014 hm.
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL
SELF -ADHERED FLASHING -
1 (D
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
DOUBLE
JOIST
DOUBL
JOIST
SINGLE WOOD BEAM
LOW
JOIST BELOW
Ike
>Z/SINGLE
JOIST
SELF -ADHERED SE�LF-A;�DHEREDD
FLASHING FLASHING
0
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FINISH
1/2" DUROCK-
8" CMU
4" OR 8" CMU
(PER SEAT DEPTH
FILL WITH GROUT
SLOPED MUD BED -
VINYL SHOWER PAN
qLOP_F_
V-4" PER PLAN
SHOWER SEAT
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
DOOR ROUGH OPENING
3/4"-1 "BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND
RETURN UP JAMB 6". USE LIQUID
NAIL BRAND OR EQUAL WEATHER
PROOF CAULKING
SELF -ADHERED FLASHING
SUBFLOOR
Z
cr
III
PLASTER STOP
C0
0) CONTINUOUS BLACKER
uJ ROD & SEALANT
0
LIJ
cr
Cr
LU
o
RIM JOIST
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL WP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
14
LF-ADHERED FLASHING
TCH
HERED FLASHING
2
4
5
1
WINDOW UNIT
SLOPE
FLASHING REQUIREMENTS
0.3 in: 12.0 in
R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall
(0. 6 cm : 30.5 cm)
include flashing as described in Section R703.4.
SELF -ADHERED FLASHING
EXTERIOR
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
CEMT. FIN.
water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means
BUILDING PAPER
o ra ning o e e er or wa er a pene ra es e ex enor c a Ing.
------
W 11RE LATH
R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or
e-
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
===
horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6
7
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing
(installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING a I
Exception: Where the barrier that is applied over wood -based sheathing has a water resistance
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
water -resistive
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
RUBBERIZED
NEEDED IN CORNERS ADHESIVE
THROUGH SELF -ADHERED ASPHALT ADHESIVE
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
FLASHING
SELF -ADHERED FLASHING
applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied
membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
(BEFORE FOLDING, SCORE
the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
RELEASE PAPER TO EXPOSE
SH
ADHESIVEAS OWN)
contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
shall be installed at the following locations:
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
AAMA 712, Flashing and door openings shall be installed in accordance with one or more of the
shall comply with at exterior window
2
following:
5
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
4
1
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
6
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
7
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDIMA 300 or FMA/AAMANVDMA 400.
INSIDE CORNER
2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4. Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6.At wall and roof intersections.
W t r R i t nt Barrier
7.7.At built-in qutters.
FOUNDATION WEEP SCREED
STRIP OF SAF
>
DRAINAGE PLANE WRB
BOND BREAK WRB
SFLATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
>
<
-3-112" INCH FLANGE
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTI LEVER
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF) LATH
PLASTER ACCESSORY
'OS PLYWO
SHEATHING, B OD, DENSGLASS
STOP
OUS BACKER ROD
4T
TIOUS FINISH
Lath
Sheathing
Stucco
STRUCTURAL FRAMING
STRUCTURAL SHEATHING
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SFLATH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cement
Plaster
over block
1stfloor
7 8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
-7/16" O.S.B.
sheathing
- Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC 1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
C10
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To the best of the Engineers knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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Florida Departitient of Business & Professional Regulation
Building Codes and Standards
ProductAppircival Application Detail
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Florida Departrinarlit of Business & Professional Regulation Fseelorl
Building Codes and Standards IM4121111
Product Approval Application Detall
QW BMW 292 21U MOPendm 21U
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MrAmor, 2020 Drexel Metals. lw� Jason Shumat. Zedhary R. Pilot Loolve Bowd" p E 08MGW20 Owe'2020 06/2=920 10113=20 Approved
category: Fiddling (50Z 303.1 sit PE-14021 (3341300-14900
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Page 2 .1 A
Building Codes and Standards
Product Approval Application Detail
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Do
PJAZA21211111
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Revision 2020
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122112020
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05MWU21
Approved
Catiagaint: Exterio, Doors
(8" 043-7628 PE-4U00 (813)767
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Nominal 6&03e8 "impactli6quot; Opaque 121311=
No
Yes
Y"
N/A
Composite Edge Fibeirglanas Singl. Doo,
(IraWng/Outrawing; X 6orifigunatlorl
2
b. Therma.Tru Fiber-Chisalt; and Smouth-SUir
Nominal 5'8 4latuotImpeictliquot; Opaque 12/31rzu;z
No
yes,
yes,
N/A
Composite Edge Fiberglass Single Door with
Sadolltv(�) XO, OXor OXO
configunittons)
3
c Therma-Tru Fiber -Classic and $moolh-Staar
Nominal SSA39:8 liquftimpactil6quort. Opaque 12rJ1=
NO
yet
Yea
N/A
Composts Edge Fiberghiss Double Door with or
without Sidelites annewinig/Outymnlir )O(or OXXO
oonfIgurations)
4
d, Therms-Tru Fiber-Clasauc wd Smooth-SkAr
Nominal 6&"Q;O 11,quotfrnpact9queot Opaque l2f3l=
No
Yes;
Yes
WA
Cp= bavqlau Single Door
Zr.::'X
'In otinifigumbort)
5
e. Thsrma�Tru FilberZiessic and Smooth -Star
Nominal 5&MO Iliquotimpact3quot Opaque 12t3l/2022
No
Yes,
Yet
NIA
Composite Edge FIberglasna Single Door with
8d.l4.ja)(IrsnNing)Cvt.Wn9;XO OXcrOXO
conNurations)
6
f Thermile-Tru Fiber-Clissaic and Smouth-Star
Nominal Opaque 031=22
NO
Yes
Yee,
N/A
=F� I=Vot�
Compass Is Door with or
b4
without siddlitess (Inawng/Outrwilig: XX or OXXO
configurations)
7
g. Thafrins-Tru Fliber-Classic and Smocith-Ster
Nominal S&MB &quc)tl mpatlfiquot� GlAzed 11213112M
NO
Yes
yes
NIA
Composite Edge Fi baroless, Single Door
(inamnA10.1s.rg! X configursbort)
a
h Thermo-TruRbtr-Classuo and Sinoct -Star
Nominal BS#3eS "imosetlieluot; Cland 1213laM
NO
yes
yes
NIA
Composts Edge Fiberglass Single Door with
Sclelte(s) Onsmang/Ounhaina: XO, OXcr OXO
configurations)
9
1 ThorrinaJiv Fiber-Classo and Srnooth-Star
Nom nal 6&0*,S ".1 hipactilquot, Glazed IMI=
No
Yess
Yes
NIA
Com=v Edge Rb"Im DouNe Door with or
without Sidelitess (Inswing,10utsviang; )O(or O>QKO
configurations)
10
1, Thetnrui-Tru Fiber-ClassIc and Smooth -Star
Nominal BUWO daluotimpactfliquot; Glazed 121air2m
NO
Yea
y"
NIA
Composite Edge Flinarglass Single Door
(I nomitillauftwing; X configunition)
11
It. Thermui Fiber-ClassIc and Smanoth-Slor
Nominal S&MO &quO�1nVsOt&qUOt% Glazed 12131am
No
yes
yes
NIA
Composite Edge Flneargla" Single Door went
Sidelitie(s) OnearAnglOulaining; XO, QXw OXO
confirluralions)
12
1, The�maJru FIber-Onsale and Smooth.Star
Nominal S&OVO SquatIrripactliquat: Gland 1121310M
me
Yeat
yes
NIA
Composite Edge F*1 bvrgl� Double DoorAth or
without Sidelitn ormwing/Outiaming; )OC a O)VO
configurations)
13
m Therma-Tru Flbiar-Classk and Smotith-Star
Nomlital 6UW,$ ",1mpaot". Glazed Molded 12131i=
No
yes
Yes,
N/A
Open Composite Edge Fiberglass Single Door
(inswingfouthwing; Xocrifigurabort)
14
r, Thenma,rru FIbr.Cb"c and Smooth.Star
Nominal 5&P3W,8 l4quatimpactli Glazed Molded 12131t=
No
you
Yes
NIA
open Cornrte Edge Ftbargilam Single Door with
GlaredMo ad Open Sidellie(s) (InoWngiOutswing,
X0, Ox ' OXO -figuration.)
16
o Thernre-Tru Fitter-Clossite and Smooth.&2r
Nominal MA39,9 &CluaLimpactilquot Glazed Molded 12131r=
Yes,
Y_
WA
Open Composite Edge Fillberglass Double Door with
of without Glazed Molded Ow Sidtlitm
insWrIg/Outswingi XXorOM configurations)
I a
p. Therme.Tru Fiber-Cla"d and Smooth-Sbir
Norm-) 8943eg Ael-tiripsictAquat, Opaque 12/311=
No
Yea
Yes'
WA
Composite Edge Pitaingleas Segle Door with Moldad
Open Sidelits(s) Onswing/Ourtswing:X0, OXorOXO
configurations)
17
q, Therms-Tru FlberClaWc and Smooth-Slar
Nominal 6&M,8 iliquotimpactl6quot; Opaque 112131=
No
Yoe
yes
N/A
Compost a Fiberglass Double Door Wth or
viftoutG=Molded Open Sideliten;
(I itsWrtgrOultiwirig: XXorO)CKO conifigurations)
Florida Department of Business & Professional Reguladoin
Building Codes and Standards
Product Approval Application Detail
par 101
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Cat.grosip. Eatrior Doora (941)48&0100 ties) 345-2500
SubCategivirr. Vld.j; Exhainir Door Assemble. jr-killipondusm...
Compliarics Method; Cordloatim Marli ax Usting
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August 10, 2022
PRODUCT APPROVAL SPECIFICATION SHEET (2022)
As required by Florida Statute 553.842 and Florida Administmtiw Code 913-72, please prcMde the inibirmation and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying for a
CategioryJiSubcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
A. SWINGING
Therm aTru
Fiber -Classic and Smooth -Star (NON4MPACT)
FL20461.1
+67 .0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2022
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf_
12/3i/2022
B. SLIDING
MI Windows and Doors
Series 420
F Ll 5332.1 - FL1 5332.5
+40.0/40.0 pf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
_
+38.7/-38.7 psf
4/1412026
Pella Corporation
FL2646
C. SECTIONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
F L8248.1 0
+30.0/-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
F L8248.1 1
+ 34.4/-38.3 pSrf
12/31/2023
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see Inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
F Ll 7499.2
+60.0/-60.0 psf
10/812023
PGT
Series 5500
FL239.2
N/A
7/30/2025
Pella Corporation
Series 10120
FL11206
+35.0/-35.0 psf
6/17/2027
Pella Corporation
Pella 10 Series
FL16603
+60.0/-60.0 psf
6/22/2023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+55.0/-55.0 psf
2/1612024
Pella Corporation
Series 10120
FL1 1161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/25/2031
C. FIXE D
MI Windows and Doors
Series 185
F Ll 5349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
F L243.5
NIA
4/3012025
Pella Corporation
Series 1 Ot2O
FL6694
+50.0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
N/A
5/25/2031
D. MULLION
MI Windows and Doors
Series 5764
F Ll 5353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/2612026
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardlePlank Lap Siding
FL13192.1 - FL13192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
F Ll 5272.1 - FL1 5272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum SoMt
FL16544 R5
+54.2/-54.2 psf
7/30/2023
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
NIA
12116/2022
B. UNDERLAYMENTS
Tamko (Ibr Shingle Roof)
151b Felt Underlayment
FL12328
NIA
6/2912023
Plyglass USA, Inc. (lbr Tile Roof)
POLYSTICK TU MAX
FL5259
NIA
12/23/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NtA
9/9/2026
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
12/3112024
Lomanco, Inc
DA-4 Exahust Vent
F Ll 7202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING 11LES
Boml "I'lle
Villa 900
FL7849.27 - FL7849.28
NIA
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849,20
N(A
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 15OSS, DMC 175S, DMC
200S, DMC 5V
F Ll 7679.1
+0/-180
12/31/2025
5. SHUTTERS 11
A . STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
F Ll 5076.1 - FL1 5076.2
NIA
1213112022
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NtA
12/31/2022
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
F Ll 999.1 - FL1 999.4
NtA
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
12/31/2022
C, ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL6527.5
NIA
3/31/2023
0. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
NIA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
F Lal 774
NIA
5/25/2024
The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following inibrm ation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
AP P U CA NT S IGNATURE
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Appillcation Dotall
page 1 ol 3
141512022
29:112
entire or
Date Pendimis
9211
La Yessio
Manufacturer
Compact
yalldatell By
validated submitted
POO ApOroyal
Adding
NOW
Revision 2020
Thowns-Tru Corponsupin
Steve Jasperson Lyndon F. Sh.A P I-
Ryon J. King PE_
=2312= 07t12r21=
07/29/2020
10113/=
Approved
Cat"** Edar- Dcoa
(600) 843.7M PE-43409
1813) 767-5656
SubOdsaorf. 9vinging Extenrior Door Assembles
sJosparsonothirmatru.co
Compliance Matilhod: Evalustort Report from a
Florida Registered Archted Ora Licensed Florida
1011.11120470,1114
Proteamnal Engimier
Products
fin I
or Name
Product Description
ContractlExpirstloin
Approved fer Use &OMWAllicIft
Date it, HVHZ
Outside Hi49
RARIslart
Pressure
I
!c�Numbsr
ber-Clanic and Smooth�ftr
Nominal 6110139.8 liquotimpactiliquat Opaque
12t3l=
Yes
yes
yes
WA
Composite Edge F,b"rgless, Single Door
(Inswing/Ourfinving; X configuration)
2
b Theirrus-Tru Rber-Clasivio and Smoo"tat
Nominal 6"3G,.8 9qumImpaot" Opaque
12/31=22
yes
Yos
Yes
NVA
Composite Edge Fiberglass Single Door with
Sidelite(s) Onswing/Outinsang; XO, OX or OXO
configurations)
3
c Therma-Tfu Fiber-Classlo and Smooth -Star
Nomins I UOW,8 I101uctimpactliquot; Opaque
i V31 1=
Y"
Y"
Yes
WA
Comptisris Edge Fiberglass Double Door with of
%"out S"llas (InsWrISJOutranng XX or OXXO
configurnation)
4
d. Therms-Tru FIber-Cisnic and Smocb�tsr
Nominal 8&*Ssto aquot;lmpsotaquol, Opaque,
i V31 t2022
Yes
yes
Yang
WA
Composite Edge Fiberglass Single Door
(I manning/Ourtswing; X confilivreton)
5
Th.-Tru Fiber-Cln. a.d Smooth -St.,
Normn.1 "#Se0 Open-
1211311=
Y_
Y"
van,
NA.
Composite Edge riga- S';8" with
=r
Sidelbs(s) onewin��.n. , OX0
configurations)
a
1. Theirms-Tw Fiber -Classic and Smooth -Star
Nominal U0390 8quotImP=buoI; Opaque
12,`31=22
Yes
Yale
Y"
WA
Composite EZ Fber,,am 0 � Door with o
without SKIPIR88 (Imiviring/Ourbowing, )O(or OKKO
- nfig urarlions)
7
9, Thermar-Tru FlInw-Classic and Strooth-Sta,
Nominal W39,11 116cuot;ImpactIliquort, Glued
IV31=22
Yes
Yes
Y&S
WA
Composite Edge Fiberglass Sing* Door
onswing'Downg n)
a
h. Thearrus-7. Fibeu-Chuma; and Smiso"tar
Nominal 6.8 ii=l=quot, Glued
12/31/2022
yes
Yes
Yft
WA
Composite Edge Fiberglass Single Door wrin
Sideln(s) (InowngtOunowing, XO, OX or 0XO
configundons)
0
i Therma-Tru Fiber-Clannat; and Smooth -star
Nominal WWII liquodmpact", Glued
lMlrA22
Yes
yes
Yes
N/A
Composite Edge Fiberglass Double Door with Of
without Sidailtes (Inswingfoutaving XX or OXXO
configurations)
10
j 7h*rm&-Tru Filbea-Claersic and Stnooth-Star
Nomina 1811,1139.0 04t4t ImpacAquot; Gland
iloit=
Y"
Yea
Yoe
WA
Composite Edge Fiberglass Single Door
(Inswing/Ourtawng; X configumbon)
I I
k Therma-Tru Fiber -Classic and Smoth-Stor
Nominal S&MO aqualt; Imp ctli,qual, Glazed
12t3l r2O22
y"
Y"
Y"
NVA
Composite Edge Fiberglass Tgle Door wth
Sdielb"(s) OnawngfCutswino; XO, OX or OXO
configurations)
12
1. Th�Trw Filow-Clessio; and Smooth-Sbur
Nominal 8&039,0 Seuo�lmpect&qruolt, Glazed
1251/2022
Yee
Y"
Y_
N(A
Com 1�ep a Dw with or
with as .n, ng XKOr 0)0(0
CIF
configunitions)
13
m Ther".Tru FlIber.Clianic and Smooth.Star
Nominal 6gS Squatimpactliquat. opaque
I V31 /=22
yes
yes
Y"
NfA
Composite Edge Fiberglass Single Door with
"Non-litticavAquot, "Wellte(s)
in"rigloulvoing; XO, OX of OX0 configurations)
14
m TI nen t Tru Filber.Classio and Smocthater
NOMIMMI 681113W.8 Wiollimpacaquot. Opaque
l2t3IQM
Yes
Yes,
Y"
WA
Composite Edge Fiberglass Double Dow with
aqual;Nort-Impact": Sid,lites (Inowng/Ourlsaung;
OV0 configurationl
15
0 Thernina-Tw Flbeir*assic and Smoo"tar
Nominal 8601M.0 Istitao"mosc4quot, Opaque
1ZGlr422
Y"
Yes
Yea
NIA
Composite Edge Fiberglass Single Door with
&quct;Nonilnrpsu,Aquot; Sidel*s)
0 new . ng/Outw*q; XO, OX or OXO configuratiorts)
16
p Thentrui Roar-Ciessic and SM00thiStar
Nominal 8&#Wo ":Impect" Opaque
12/31t2022
Y04
yes
Y"
NrA
Composite Edge Fiberglass Double Door with
8,quothlon-ImplectIlquot; Sidelines (IraWing/Outswing;
OXXO configunistitinj
17
q. Theinme-Tru Fibisr-Clst.sic and Smooth -St.,
Nomin-I SMOM.8 Squo0on-impockSquot Opaque
12WI=
Y..
Y..
No
NIA
Composite Edge Fiberalass, single, Door
fInveiingirOutawing; X cOnfieurartion)
15
r Them�Tru Fiber-Classio and Smooth -Star
Nominal 8&0*8 ftwocNon-Impact8duot, Opaque
IWIM22
yes
Yes
No
WA
Composite Edge Fiberglass Single DoOrwith
Sildelte(e) onsyAnginOut-wng; XC, OX or OXO
configurations)
19
a Thorma-Tru Few-Closaw and Smooth -Star
Nominal SU39;8 9quot;Non-1mpax;lAquot; Opaque
12W=
Yee
Y96
No
WA
Composite Edge Fiberglass Double D"with or
without Sidellues (IrnswinglOurbiwinig, XX or OXXO
configurations)
2D
t. Thermat-Tru Fiber -Classic and Smooth -Star
Nominal 8':0 liqu#M Non-impectl5quok Opaque
1213112022
Yes
yes
No
WA
Comptionis Edge Fiberglen Single Door
(1-rigtOula,wing; X oonfIgunimon)
21
u. Thorma-Tru riber-Claswo and Smooth -Star
Nominal 89#39:0 9quotNon-lmp=t9quo� Opaque
12131=22
yet
yes
No
WA
Composite Edge Fiberglass Single Door with
adis'llws) anarmnWOutsuving; XO. OX Or OXO
conflouiterions)
22
v. Thenrimis-7ru Fiber-OsBaic and Smasnoth-Ster
N.nrunal SHOW &tju.t;N- Impact&q..1; Opseq-
112WI=
Ye.
Yes
NO
NIA
Composite Edge FIberglia" Double Door Win or
without Sidolitin; Onswing/Outswing: XX or OXXO
conNundlons)
23
w. Thorms-Tru fter-Clonaet; and Smooth-Ster
Nominal &q..ItNor, Irrip-Ati.ol; Gland
12f3112=
Yes,
Yes
No
N/A
Composite Edge Fj= Single Door
0 "SwinglCultswing; unstion)
24
x. Therma-Tru Fiber,Clasm arid Smoolth-Star
Nominal U039.8 &4rucrNort-Impazt8quot; Glazed
12131r=
Yes
y"
No
NIA
Composite Edge Fluerglarea single Door with
Sidel ker(s) 06swingiOurawing; >*, OX a OXO
configurations)
25
y. Therma Tru Ftber.Cleave and Smocion-Star
Nominal 6&039:8 "Nom ImpacMquot, Glued
12131rd=
Yes
Yes
No
NIA
Composite Edge Rberglasna Double Door Win or
without Sidelltesi (Ineavingiourtswing; XX a OXXO
configunnionrl
26
L Tharrita-7ru Fibor-Classic and Smooth -Star
Nominal 89019:0 lquotW- Impactliquat, Glazed
12r3l/M22
yes,
Yes,
NO
NIA
Composite Edge Fiberglass Single Door
(I nswrig/Ourtswing X configuration)
27
xs� Tha�-Tru Filotar-Cluol. #.it Smooth-Ster
Nominal SUSS;O 41niiiatNon-firripactiliquot, Glazed
1213ir2=
Ym
Yea
No
NIA
Composts Edge Fiberglesa ShUl. Doo, with
Sidailite(s) llnowing/Ourriavang; XO, OX a OXO
configurixtions)
28
A. Therms-Tru Fben-Classic and Smoaflh�Star
Nominal 88#39:0 "Nm- Impactisquat; Glued
12131=22
Yeta
Yes
No
NIA
Composite Edge Rpnissa Double Door wth or
vvithout Skelite. (Inswing/Oveaving; )0(or OXXO
configurations)
Flouricks Dope rtment of Business& Protansional Regulation
P"" I of 2
Building Codes and Standards
Product Approval Application Detail
f&k
anal or
Do AU
CK* Plaidnal
mim
vasunit manufachmer
Qaai& EndrearALIcams, 131glasull"
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Revision
2020 MI Wndeays and Doers
Brent anniver Luis Roberto Lomas Ch. PE
=n, M. Un
10114112020 1WO12020
IOJIW2020
12115=20 APPd
Caisl;W. Extdw Door.
(T17) 385 PE-02614 17) 17-8454
.3300
"Cauniary: 31dria Eitterilor Door AsswInblin
osving.anninic.00m
CompliOnce 111144hod: Evaluation Report Irdim a
Florida Rughearvil Archn- Florida
n...
FU015112,110firoduck,
QWfty Assurance
Anaroinadt"Un Acaroviall
for Use
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allut
latadvol mom ifisai or Kan
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out"Am
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SERIES 420 ALUMINU M SOD
SERIES 420 ALU MINU M qGD OXO 121311nO24
No
Yoe
NO WA
145-314#,QuoIx60&du*`; NON -REINFORCED
2
8914IC-S 42OAJIUMINUM SGO
SERIES 420 ALUMINUM SOD OX XO.)C( 12,3142024
No
ye.
No WA
9S&qud�xaOLQ^ NON.RMNFORCED
3
3 R�ES 420 AL M�NUM $GO REINFORCED
SERIES 420 ALUMINUM So REINFORCEDOXO 12131/2024
No
Y.
No WA
145-34lu"'X96luri.ot;
4
41:RE0420ALUMNUMSODRONFORCED
SERIES 420 ALUMINUM S-OD REINFORCED OX IM1,17024
No
Yes
No NIA
X0. )3' 906qeovdS&Qu�:
5
SERIES 420 ALUMINUM SGO REINFORCED
SERIES 420 ALUMINUM Sold REINFORCED XM 12131nO24
No
Y.,
No N/A
CA*
I= version
Manufacturer
RWSW 2020
liver a arvid. I 0,.h..d Door
Corporation
Callously: Exterlor Deass
SubCaloperr. Sictiorml 9xisulb, DOW Aseennbift
COmPIN111CM M*hCO! RVIAUStleh Report if=
F odds Registered Architect a a Umsed Horde
ploma4mplr
P=Ional Engineer
IMA
3
60001810011200#1105
10
OOOMIDM20091123
11
800/61OM200 *1124
�91111
MEN version Ifinnuractudreir
Riivnwon 2ozo CurriesDivisionclAADG Inc
Cwepr,,. Estedor Doore
"Categildry: Extedoa Door Components
Compliance Method: Cattiftcation Mark or Listing
PLAPP1817412 Product,
IML -111 "1"
I =T1146F. 75?, ?77, and 84 T Shlias am Pairs 4
Doors
Florida Department of Business & Professional Regulation P.O. I d 2
Building Codes and Standards 102D21
Product Approval Application Dertall
lindifir Or 111111JI ;INS pow2m" 20
Conrad validded ad Vdldgbd Atilimiffited lasic Accinnial ADDrOVId
D..Yno K-J,h John a Sooths, JaWay P Amason, P E lCt'l2r2020 DKINW20 10f2312M i2116=0 Approjod
(330) 7034121 PE-61737 (904) 821-5200
dkDmisfillwayine,deftowc
OM
Proakwt conscription
9039: Max width - 1 0,110g; Ment height. G"ng 121310023
A-,,d for Use A,,,,,d fee U, loused Damon,
in HVHZ Oultskift H I'doon"i
1`40 Yes yes .31,0005.00
0fillablia In top or lntom*dlatt 8601M.
106039. Max Wift. 14600. Max height. Quite 12/31=23
No yet yea -30.00/-33.SO
4.141, 1. In top or inlemwilial. udion,
1544109 Max ivilth. 146,11219: Wag height Glazina 12131=23
No yes Yes -34.40LIL38 V
"Iwo in top or k1loornsidlato $*dwh.
Florida DepainInHint of Business & Professional Riagulat[on
Page 1 orl
Building Codes arid Sta riclards
I W1121
Product Approval Application Detail
Insist 20 20 Dat Penalties RK2
211111111a. Eml,,& Ll,-, IwLdlilda xdwdd MAM= FBC AWNinnal Approvird status
Tom Rattay UL LLC Troy Bishop. P.E. 12muno2o 17Alf2m 12QI/2020 Approved
�1141) 494-2813 1954) 947-MG
-'ainarievesistony-0.
GLuitty Assurance Aciewindi Actroved for Un imm Disalial
cgNtnanni E-kdh. age In HVHZ Oulsid, WOU Raillentam lems"M
Flush, Glaund, and Louvered skis* and palis of 12131112M Y. Y4. ye, NVA
hallow minal do".
Florida Depa rtment of Business & Professional Regulation
Building Codes " Standards
Product Approval Application Detall
Pao I o' 2
IS=
code lintiltv or� oin We Cate fain"cow 13010
11122 X21:111111:1 mAwdlw= radid Enchinser A. Ucerne Validated B, validated SLAkkd FBC Ancestral Am,,d
Revision 2D29 Ml Windows and Doars Brant Sitflilger ArneuiCan AnnihiladUral Steven M Ufth PE IIJ17,020 1111712020 1 W712020 Approved
DATE catellw. Whom 171 r) 385-3300 V-06durau, Atiodati- 471713J7-8454
gk&C&togoir. single Hung tistingeraml-NO.-
compiler" m4mod: Candied" mart or Using
gwaxaluum Agglaaall.MiLlaill A-,,sd nor Usua IU" aLtm
91.11 asamul2goikouLgLum Product Dessiritiffort It In HVHZ outside HVKZ Itsellstaft Pressure
2 195 SH Qx72 FinFlarge Frame to= Single Hoc I D108=3 No yes NO 46W.00
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Florida Department of Business & Professional Regulation
P.O. 6 of 9
Florida Department of Business & Professional Regulation
one I at I
Floricle Department of Business A Professional Regulation
page I oil
Florkle Department of Business & Professional Regulation
Part 1 al
-0
>
Building Codes and Standards
IQ6&D22
Building Codes and Standards
1=21
Building Codes and Standards
151=1
Building Codes and Standards
Product Approval Application Deltall
Produce Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
2
2
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(81)(1) B43-7M PE43400 (813) 7674%5
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Arbitration 2020
Manufacturer
PGTIndinal
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fill Wouloss and owe
9mm lNodgum
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-
Proclum Description cortmet tifigirstion
def, 10 HVIHZ
outside "i
lillsomdant
PrOMFO
2
Rk%w (L.M. losses, "Pool)
Vinyl agI.Hung Wil 07/30=02s
Yet Y..
Yes
WA
1
73.42 1 imulded Go. 02"IsnO24
No Y.
NO
+Wl
i
is$ PW
73 x 72 Insulated Ojos 04AM023
No Yet No .60,40
cu
CU
a - -
.6-0
1
a Thertrial Fiber-Cfa"ic end Smocith-Ster
Nominal O&M.8 &qLvTNon-lnvWdquat Opaque I 20112M
Composite Edge Fiberglass Single DOW
No
Yes
No
NIA
C)
CU
C) >
AQ
(InswrifiliDutol X configuration)
0
2
b. Thern-mal Rbw-Cimic and Snnocth-Smr
Nomina I S&M; 8 Iliqui Norl inpilicteliquot Opaque 112*11121W
No
Yes
No
WA
(D
Cc Edge Fiberglass Single Door with
QX OXO
CL
a OnsyvingiOubrivirs; XO, a
U)
CU
comiliguirstions)
fill
Cc
40
3
c Thernia-Tird Floor-Closele and Smooth,%mr
Nominal B&M:B AquistNon-Impocisquot Opaque 121`3112022
Fiberghum, Composite Edge Double Elect VAth or
No
yes
No
WA
U) all
Wthout Sicholittam (ImalvingfOutall )0(or =0
configurations)
4 d The�Tm Fibw.avuic and Snmwth�Stmr Nominal 7aaltl scluds;Non-limigosill Opaque 1213112022 No yes No NIA
Composite Edge Fiberglass, Single Door
(InslifingiOutonving; X configurstion)
8
a Tho�Tm Fiber-CISWZ and Smooth -Star
Nominal 7801l SquicitNon-Impactliquot Opaque 121l
No
Yes
No
NJA
Composite Edge Fiberglass single Door with
SidWko(s) ans"ronClubisveral XO, OX or OXO
0
f. Th#�Tfu FIbmv-Ca9sc old Snowilh-Stelf
coarligurabonal)
Nominal Baal squothion-impectilliquil Opaque 12131 r2=
No
Ym
No
NIA
Florida Department of Business & Professional Regulation
Par I oil
Florida Department of Business & Professional Regulation
liall
Florida Department of Sumarvage, & Professional Regulation
Pa" I art
C!
Cor"posate Edge Rbwgim Single Door
Building Codes Ord Standards
Building Codes arid Standards
16=1
Building Codes and Standards
14=1
o�nW'Ouftwmg, X opinliquitatiorn)
7
Q. Trammel Fibw�Clusic and Srr4oth.&=
Nostril 5full &qyotNorl4rnpocdquok Opaque 12131F=
Composite Edge FiWg[4m Single Door Will
No
yes
No
N/A
Produce Approval Application DGUII
Product Approval Application Detail
Product Approval Application DOW
Sidelnets) (malivingyOutorl XO, OX or OXO
8
h Thermal Fibw-C�ws. and Smooth -scour
Nomnad U#U;O "Non-ImpoociSquot Opaque lmir=
No
Yale.
No
N/A
i
WROMM-119M
fivoNRANISM RAW
A
RIME&WAMONEIRM
wKwom
EmwAndamommom
a RIM:
Composite Edge Fiberglass Double Door Will or
Guh
am 291 Do" Panama
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antlivor
2" ads 2ALbmm
am
Goals
an DoLmium am
Wincoul Sidailtm (lithiving/Outomil XX or OXXO
Version
Mnurnt.,.
Centel Vedliddrid 0,
Yiudd Oubmaked 112Agemial,
Ancommas
awn
2= version
Morwhimmunor
Conteat animn&u�o Yd**WA
yd6w hissi MIIQ Asommeemil
A,-,d
version
kbmulwwrdr
29= Erhainm a upowe VAIMOM lm
Vdldlbd "Mad ITIC Awroval Jamorl
9
i. Thorrml Fiber-Clostaceral Snrawth�Stvtr
ccmflOUMOra)
Noill 8801 uIlquotNon-Impaloutful Glazed 12131=
No
Yos
No
N/A
Affirminall 2D20
Pill Immarl"
Jan. R.UWM W.�&Odo 011 - COP hillaill OICCD - VAL
I 1A)l IVO=20
ilmi/2020
Apprevinif
Review 2D20
M Wine- end Deal
Illaritaftiral Lute R Lomas, M Steven Am. Litton. Pfi
1=8020 40000020 10AW020
12MVA20
Approved
Affirmsdion X20
Pl Industrial
J., flumeal ld.r*obm acco - Coal hillirmood. BCCO - VAL
1 1/06=20 110SM20 11A,112020 Approval
Composite Edge Fiberglass Single, Door
Cotaigari Wind..
(941),18"i6t) (786) 3l6.2WO
Colsectin Wydi
IT" 385-330-0 PE-SH14 (7il)317-6454
Cafteceir Window%
(941)4W-OlOD (780) 315-M
an$WnW'OuWw�W; X configuration)
subcl"gary: Fired
Imacavoldilloginduel c
"Catooprr. Liummon
linsillinforellinhad.com
succomol malans,
Iromoosildlefigmindusull
10
� Thomill Flbo(-C"Wc and Smooth -Star
Nominal U#39;8 JILQuotrucin-Impactaliquil Glaasid 1213112022
No
yea,
NO
N/A
C"llarl Mdhod! Coruscation, kftfk Or UWng
CWQIWN Method :41slatial Raw more a
Complimmus Planned! Connote. Nork Ul
Om
Composite Edge Fiberglass Single Door With
Moddo Registered Archiliert ar a Woonsed Morldmi
Sadolftill (I norlistwOumovorg; XO. OX or ol
tiuseleaquefor
profmosionsil Srigina.
#"4tilhad=g
comfigumalial
UWWMAUMM
Aamm2wwuu agammumyu kill" 219M
11
k Thermle-Trij Fiber-Cloassic and
Nomurmu eami flicuotNonAmpeactliquot; Glazed 121311=
No
yes
No
NIA
produck lizeniggion
AgWAMI&IM amunitaus
Ill 01"d. HYHZ
be"
2NO
Isommussurit
lummhu&mwk
at"
waft Number or K�
Product tomoradmin Comm--,Olionnwo
In Hill Q"d, NINE ageism P�m
Composite Edge Fiberglass Double Dow voilth 0,
arldir hisintlets,
&LWNA
21,im
vadhOUt Sidelftg (InisionglOutmovIng, XX or OXXO
Viral liked Will 5
Yet yes
yes
NIA
aoffmmuwAw
xwm
I
for All DOM and Witiftest
Aluminum Nugom OW26=6
ye, YO Yet WA
12
L Theirma-Tru Fiber-Cassic, and St-oh-Stor
configurations)
Normal 7&M:O AqualtNon-Impectill Glided 12131r=
No
Yn
No
NIA
Aw
2
tanbaxamdML2"
Vall Alurml mulmon l2rAt2l
1ALAk= O.Hki. wwa
No Y-
Rub=
Y.,
asimm
NIA
Composite, Edge Fibw9I&ss Single Door
(Inal,vigiOutsviring; X configuration)
13
Thermal Fila-Clooloi.sind Smooth-Sts,
Nornowl 7&030;0 &qutNO.-A.p-tkr-.*, Closed 12810=
No
Yale
No
N/A
Contpol Edge Fiberglass Single Door Win
Safollloils) Vnevurg'Cludial XO, OX or OXO
ocinfigueembons)
14 ft Tholirmal FIbw.Ckmic and Smocith-Stor Nomhol 61U1I3g:0 squathlon-Impactelicluci Glazed 12)3lt2D22 No Yee No N/A
Composite Edge Fibnlom Single Door
Ormolviving/Oubruvirl X configuration)
15
o Themme-Tinu Fiber-Chosc and Snmth-SW
Noml $9#30;04olucithlon-Impectliquot. Glazed 12131ol
No
yoms
No
N/A
Composite Edge Fiberglass Single Door With
Sidefito(s) (Inswro/Outorl XO, OX or OXO
Florida Departriffent of Business Professional Regulation
litioldi
Florlds Department Of Business Professional Reguiaticen
ftpZr2
Floirds Department of Business & Proffasalonal Regulation
par I ail
Is
p Thermal Flbw.CMMIc and Smooth -star
configurations)
Nominal seal 6quothlotimpactliquil Glazed 12131004
No
Yet,
No
N/A
Building Codes and Standards
IWM21
Building Codes end Standards
Building Codes and Standards
lnmi
Composite Edge Fiberglass Double Door virth or
Wall Sidelites illisiningy'Outriving: XK or =0
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
W
configurations)
17
q. Thernme7ru Fibw-Cbmic and Simi -SW
Nominal 811111IN:88onuouNon-Impect5quot; Opaque 121311=
I'Jo
Yes
No
NIA
IINNIiiii''l�l Ill I fill
law ill i
Komi
111WROMI
a
Composite Edge Fiberglass Single DoorWIM
Transom (InviningilOutsialing, O/X configuration)
FNKNNWANWW"—
18
r. Therrill F:iber-Cimmic owl Srnocrth-Star
Nominal $0101i &quatNo�lmpodAqLm� Opal i2/3110=
NO
Yos
No
NIA
onav a
2111 2U Due Pmdm
au aft 2OLbwgm
go
Gmk
me am RALZEMM go
Composite Edge F.bwgl� Single Dw,,Ah
29= Enchimmarilki-kerm, vlamw a,
xiwm amomm LWJNMM
agamm
WAUL
I= vagailion
jeagaisaIM,
calm AndUKALWM yowd"
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imumd sk%W 1411C Accrued Aubmvbd am
Schilitil and Transts. (1-net0itteolifil Ol
(YOXorCsOXDwnfQumdIco )
fsm�fl 2020
Jaws Handle Oulloins Products, Inc.
Chad Dial V, Andrew Ton John acoara, P.S.
outisl i2M41200 DiJM02i
ding MIC Again
R.Asicin 2020
All
seck Thompson LYndw F. Schl RE RM J King, P E
02/15=21 m5rmv 02r=021
w3l
Apprill
Rl 2020
W
Nafts.1010 "WWI Mal John W. Knammaylon, PE
Own/2020 0&2112020 10AM020 12A&2020 Approval
19
a Thermus-TruPbar-Clal and Smoothl
Nominal 68,11131;89clucitNon-Impact9quot Opaque 1213112022
No
Yale
No
NIA
Collegial Poinal Walls
(000) 845-8358 Pill (362) 367-2520
1330l PE-43409 (913; 797-8565
carousel octal
(600)70&3411 PE-WiSS M4) 7724224
Composite Edge Fiberglass Single Dow voft
OA)CM*Wlr. among
hodAllinksawsihad
sUlicabigi soft
mthompocartifiesid..-
OLW�Mgarr. Asphalt Slogan
skw*.) O.-AnGiolawra: XO. Ox or OX0
Compliance A%Mot Evaluation Report torn a
Compflahl Real Evel.011. Report Them, .
Convil�mdbw: evaluation Reportorial a
C nu
one UOU" Head and SW 06n"gumb"A)
Flodda Registered Ardiftect or a Licensed Florida
or. Licensed Fill
Flows, Registered Architect of a Licensed F10448
20
t Thermal Fickir-Cleal and Snvwl�Shar
Nominal Baal &quctNo�IMVA&&qu*t Opaque 121`3112M
No
Y"
No
N/A
Pennzoil Erighwar
Professional Engineer
Professional Engineer
Comptamito Edge Fdnrgkm Single Door with
Sclelial OnshvinglOutrill XO. OX or OXO
tL*13112�mji,.d.d.
E6Ksu&4Lmmm
Lwwdakaavmma
Continuous Horad and 911 corrfigtirab�)
Quality Assurance Attached for, 11" Annealed for Ulm kwm 22§iM
guests, Assurance Areal for U" Awravbdfaum wom gift
SWALALN= Awroved IN Um Awraved felt Use toma RUM
21
U, Thamnal Rtimor-Cleask and Smooth -Star
Nominal Slull "hlon-limpsocasucil Gined 12i'l
No
Y"
No
i
aw
Product Model. Nmba al lismse
Procalact Deecri0e cartrad gkpkmm DK#
In KVKZ Outalkle HM
Audivatt
Pressure
4"0
Po"ModmLMxftwwm.-
Pro" fissional central Eximinelonliel
In HVHZ OLddde
x"IVA,*
Premature
M`_
bEASLONMWUW
In HYM 0,Wd, HVHZ alliam Primmil
Composite Edge Flemington Single Door with
Shmes(er) ormwngfovwwng; XO, Ox a OX0
1
Cinsil Lee Sidirg
llb-mand top *king 12)3112M
Y. Y.
Nhk
Hill
I
IL Orquot2l"OKill 801*
vent or solid "W "* 12131=3
NO Yet
No
WA
I
Illborill." ralarranced 341b, larrifinotiod. 5l ono 121111=2
No Yam NIA WA
Continuous Hoad arid Sill configumtiorm)
2
Hd,Pkk Lisp all
lib-mant 1.9 sildrig i2131=23
Y. Y.
NIA
NIA
2
h &Q.0tAlliall 1`4141.01.801111
Vt � Sol VIFTY! Sol 12/31=23
No Yea
No
KIA
hiPiwill. When shingles
22
v. ThOr"al F iter-Classic, and Smooth-Stoor
Nominal 8&j139:0&qudf;NOn-ImpwRzsqi Glazed lil
No
yes
No
NIA
3
C. ficlud:Gretell 'Antsom, Boodod&tM. Solft
Vemor SsId Vinyl SOM 12/31=3
NO yes
No
WA
Composite Edge Fiberghm Single Dow with
4
d doisuct:094ol SMI
Valli or Salld Voryl Gore ivilir"23
No Yes;
No
NIA
=,QnbWnWOu*MrV; XO, OX or OXO
5
. &qdicharter Coil son
Vent or Sol Vail Same 12/31=21
No yea
W
NJA
House arid 311 configurabow)
6
1. gruist;9upar Sponillcuoll send
Vnt-Wid�,Wgd& l2l
No Y..
No
N/A
23
w Thernlal Fiber-r.Wwlc and amooth-stor
Nominal delifsed &QuotNon�in"c*uot Opaqu 1201nm
No
Y"
No
NIA
C=
Composite Edam Fiberglass Door Pawls Vill VeriLd
sicwwo) owwrigifowtowing; M )= or xxxx
configurations)
00
.Fp
24 )L Thenil Fbw-Qas* sumd Si. call -Star Nominal S&Ml) Squothion-Impectilquot; Opaque 121l No Yale. 40 WA
L2.
Composites Edge Fibehilosam Door Panels vft Vented
Sclelitill )Ol Wol
Il
ilInswilgiOultellving,
oonfigurallional
1,
cc
j
"13 >e,
25
y. Tharmil FIW.Cls"lesnd Sirocifth-Ster
Nominal bell Sciticit;Non-Iff"00114i 0102M l2r31120M
No
Y"
No
NJA
CL-
C: LA.
CompoaftEd�gaFftrg4MC�oorPomkvAlhVenM
gd@IWa)Qn*WnWOuwwng;)O� )00(rml
Florida Department Of Business P. ional Regulation
PRO 1 It
Florida Dorportrismant of Business & Prolassional Regulation
map 1 art
Flonds Depertmert of Business & Professional Regulation
Pagal art
.!2
configundons)
Building Codes and Standards
Building Codes and Standards
141
Building Cod" and Standards
DOW=
26
z. Thenno-Tru Fibai-Clsessic and Smoodn-Star
Nominal 88111%1:0 111,quothlon-Impacallquot Glazed 12131/2022
No
Yale
No
N/A
CompoeftEOgeFiburgioseDwrPof*bs�AthVonWd
skwws) onovAngiouwov; xx xxx or xxxx
Product Approved Application Detail
Product Approval Application Dallas
Produce Approval Application Detail
Fji A OMMERM
27 M. Thermal Fiber4lassuic and S. al �Slmmr Nol Basel illiquol Non,linpocaftuot: Glazed 12W= No Y" No WA
Composite Edge Fitergift-Silgic Doorwith3del
FORM
;a=
SdelWs) OnsaimillOutsiong; XO. OX a OXO
22111
link.
A" All Coms, parefine,
Way a
gal au DK* pmd
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MFAW or
beat Pladew
Bill
28
93 Th6rff* -TrU Fiblor-Clamil and Smocith-Star
Nor�ingla=L);S&quckNon-inmcd" Glazed 12J=2022
No
Yes
No
NIA
Version
Manufacturer
kelidel"
Ydddd JMhOOM fall Actual
ARM=d
Ada
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FAMdUbM
GML26L DAORKAlkmu kddd"
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sm
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Manutwum
caged answer & Licam V1111140144 lw
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do
smis
Composite Edge Fiberglass Double Door v0th
R.'Asson 2020
TAMKO Oulding Products LILC
Kol Econ Robert N*W- J-hoW.Knon�W.Pi
100i OIW294020 19,1212020
17.4fil
Approval
Relusion 2020
L V. Thempal Inc doe Thompson Arditteclual
Terry Christman Zed" R. Plans Seven lit Ul PE
cam rr= OWI&7020 09=020
12M6M2O
Approved
Review 2020
Fields M&M Proall Inc.
Cant il James L likessir. REG al M. unch pe
OW2712020 troasm2o 10/04l 12MOM20 ApPrOl
5.
Cut =
38,11030'.08idailtWinawngloutionlonz QxxO
Cuilmigil Recall
441I)aZ4.8044 Pill (954) Tr2-0l
Mates Company (TAMCDl
313041144511 Pirleirl (?IT)3174454
Catessain. Roofing
(904) 7516400 CRUCK linfill-drig (717) 317-8464
'J'
conflinumston)
MACwhiginry, Urdarlowmarts
kw-qdwaw*o.�
comentical Roping
lanylaitmeme heall"itcom
SubCoorgorin. Rooling Accessories that mums an
clarkliffismaccom, PE-31242
mrs, CL
29
al Thormil Fileamir�ClommisicandSimall .81mar
Nominal QUWO SquatNim-Irmosictikiwat glemed 121311/20:12
No
yes
No
WA
Compliance 00od: E"luallon Report tral a
"Catatforl Rooling Accessories that us an
Integral Pelt arms Roding System
1
Composite Edge Fiberglass !intlmr Dow YAh Usil
Registered Rare.
r".0,61 Pon arms Iscoore system
Complianclo Method; Evaluation, Retail from 0
Sclailloo(b)(InevvingfOutonlikil Q)(OrOXO
Rows Architect or a U-sed
Compliance MemoLt E"Justion flow tom a
Fares RaglotorsdArdhimet ca a Licensee Filed,
10
=01%:()
Pref4mill Engineer
Mol fousoftned Ailchitack or. Licensed Flarlde
Prolsomicral ringiriter
30
zd Thwrm-TmFroor-OvaWcan�iSmooth-�Wr
11truct.lillon-Impecelli Gliezed 12il
No
Yes
No
NJA
Professions Engineer
Composite Edge Fiberglass Double Door with
P10232&U Imr6dUds
3111039;0 Sidelfts (ImilvAnsoulavill OXXO
SOWLANNMA
A ... iffaill AOMMMdloLum
NWWA
2aft
FL,"Imbuftnlwo
ftWIvAseLr�
Amaral far Uss Approwsidifor LMN kaRld 92"
31
ze. Thermal Flbar�Clsmmift end Surtooth-Stier
conflaural
Nostril 711ull JILquottfort-Impactiquicit; She kv 121310022
No
Yet
No
NIA
Produce Isgill Hunts, ar Marms
p1wcit 0.-hAl..
I, HWZ guests I&M
lishead
formal
amwz&wmu
AnormWfwUaa AnorwAd for Um
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gift
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SmakeComposift Edge Glazed riberilleausSingle
I
TAIll Root Unclsdaymmonts (HVI-9)
Roduridmidwrl fair Us. In FOC WVHZ 06l
Y" No
NIA
WA
MI
1mgmamauLbowsALOM
taaEL20akM rdmkmLcmklomak
lam 2WIIOL=
atib=
emism
3
0 RIOP Varietal
Alunal R" VON$ for Pol t00% flablessfed 12/l
NO ye. No NA
Door with a otthoul 1 fluill Sidelital
Immoralist.
I
TAIACIO Rest TOP 01-Fill Vent wlh Base let Tie
20 OL aide l V*dWa With Mine owoordm
Yale yel
NtA
WA
fral Ol A.minurn
OnvivingfOutsving; X OK XO or OXO configurations)
2
TAMKO Root Undermyrnems (Notli4fuvl
Rod undail Ior use in F OC her, 44VIC OVa/203
No Yet
N/A
WA
2
TANIC00commifladit'vore
20 ot. 00111994M
NO Y"
NIA
-0/-52.5
jurisdowns.
3
TANICO O"kige Roof Vent fth Bons
26 iss. sWo moventildor wth Integrated baft 090016211gle
yet Yale
i
WA
4
TAMCO Round Top OffAfte VON wilh Be#* for Tile
20 a& *No mofvedW.,Mb beft. 0910111am
Y" yes
NIA
NA
Floriges Da pertmaint of Busineas, Professional Regulation
Pop I of I
Florida Department of Business & Professional Regulation
Pool
Florida Department of Business & Professional Regulation
Fee. I of I
Florida Department of Business and Professional Regulation
Buildna Cod" and Standards
V7,221
Building Codes and Standards
111,712021
Building Codes and Standards
1.25022
Building Codes end Staindards
3/152022
Product Approval Application Dortal I
Product Approval Application Detall
Product Approval Application Dertall
W
Product Approval Application Detail
gas I Oil
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Lomil
Kefflal Jell Jal L Rival P.Iii, Quiven N. Urfa. PE
fill ll)23rdM lIrM020
ting FSC Al
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Anderson Rol tAPM Uwemn ek,.N. GeryiW.W.11tor
I IA=20 10=20
11/05l
Apprmvd
Reviall 2=
Global Protection Products, LLC
Tim Robinson Miller A. Tilt Jl P E John My Kreall PE
011,1081 0910l lo)olr2= 12MB=20 Approved
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na
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Category. R-Ing
(601) 903-6163 PE-31242 (717)3174454
coastal Racing
($Of) 3811"1 gerAm LILC, (205) 854-0160
catellory shumbons
(964) 8180-7546 PE-44197 (994) "2-6224
Vsr@lOn
Engineer Validated
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Submitted
Pending
ARprovied Approved
subcomagal Roofing AdCanor" that We an
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Retinandomormabomil
fWbC4ft9oly, Sto- Paul
MOM*d: Evoluedion Report from
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1(2rL Manufacturer Canto By
Revision 2020 POLYGLASS USA Maury�eilpest License John W
1012WO20 lOrM2020
12/15l
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comilimerem Member: evaluation A.piat
Product Ewimoon ently
in
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Florida Registered Architect: or a Licensed Florida
Cs"ory: Rocifing S95423313306malperopolyglass..m
Robert NiGnsinsin Kneirevich, PE
ARAMud
FlorklaRtosL-mdArchRutsLi�odFlorMa
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Products
Underlayments,
PL&47202419ftolum
ftA
Qualk, Assurall
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D*Mft"" a.. wit Old 6rdilb
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NO yam
NIA
a- 1
Product Model, Number oLhy=
Proolmotmintion Contract ExMr4ffion Difter
in HVHIZ Outalcle HVHZ Resistant Premium
Evaluation Report from
ftg
Al.
Coastal Rod"llen no,
mim outside HVKZ
go"
am=
Th" "l impact
1
20 Gas* Galvanized Steel storm PmwhJHVHIZ
Corrugated Galvanized steel Storm Panels retail 121l
Yos Yes you N/A
a Florida Registered
I
Dll DA-4 TRI-Buill Dock -A, Dal
L- Profile, Polypropylene Plastic, Rod Vent 12flOP2025
Moichancoly Attached to Pyomocd Dock,
No Y.
No
-07'.507.5
11
I
Saxony 900 - Sol Shake 41,arl SON Shake
Sel NO - $Mo, Shot. 4issiril SON Sheill
Flat Profile - Seekto CA i2/31r2oifo
Flat Profile - Rial CA I 2MI,2020
No Y.,
No Y..
N/A
N/A
N/A
N/A
2
24 Gage Galvanized Steel storm Parmilmulhi
or not by tromour to provide hurricane p. on,
Corrugated Galvanized Stood Sim Panels retained 121l
NO yes Yes NA
-allsommile
Architect Or a Licensed
I
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Fiat Profile - Sell CA i2mitl
No Y.#
NIA
N/A
or not by frocks to provide hurricane Protection,
Florida Professional
20
21
To sm. Jisanp; 804 Smil
saim.1p issmim.
Pilot Prol - Photo, CA 12/310tol
High Prells, Kohl. TX 1213112020
No Y..
NO yet
NIA
NIA
N/A
N/A
(D
Engineer
-
Via Let, Pica. Katy. TX 12/310=0 Ill Yale Hill WA
25
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Products
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ARAjQXkLj2LU0
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1 Polyglass Roof Undenla"marts Roaring underlayments Vill No yes NIA 4WAll
1
Po"ats Root Wridersysirseft (Hi
Poirglathe hal undaillaymorts for time In FOC l2`2Y2= Yes
NO
IVA
NA
HVHZ judeflolons.
>
2
Polygea% Root Undeftyratints (ron-HIll
Polygliess rotor Underlayments, for Use Ift 12`23?= No
Y"
NIA
-WAI-0i
0
non -Hi juntedictions.
r lodda Department of Business & Professional Reg ulation
pop I of I
Florida Dapartment of Business Professional Reiguirtion
Page I fl
Florida Department of Business, Professional Regulation
pl oil
1
Polyglass Root Underlayments (HVHZ)
"IS" rod Undealimininents for Use In FEC 1;V2YJ= Yes
HVHZ jurisdictions.
No
NIA
N/A
Building Codes and Standards
10022
Building Codes and Standards
iftrw
Building Codes and Standards
>
2
Felyglass Roor Under"erts (nan+VHZ)
Polytillm hod" underiWiments, for use, In 12`231= NO
yes
NIA
-Ni
product Approval Applicaltion Detail
Product Approval Application Detall
Product Approval Application Detail
Came
Fild-non,HVil jurisdictions.
1
Polygla" Roof Underkyrn" (HVHZ)
Polylits" roof undedayments for use In FSCI =Y2023 Yes
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INVA
Proision 2020
All Ano6com Shutters and Gill"
Category: Shuttion,
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(581) 71 2-M2 PE4)046549 (954) 947-0860
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Robert also Olamill A, Goseall John Hay
(615)650-3707 PLL34245 0571564-5311
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Simpson Strong -Tie 2D20 FBC Approved Products
SST CLICK HERE
Updated 12/MO20
Simpson Strong -Tie 2D2D FBC Approved Products
For carett Inks to all SST approvals Ided below, C LICK HE
Updatad IZIM020
Simpson Strong -Tie 2D20 FBC Approved Products
For direct Inks to all GOT approvals Rated below, CLICK Hill
Updated 1213W2020
Simpson Strong -Tie 2020 FBC Approved Products
For direct Inks toall SOT approvals Ned below, CLICK HERE
Updated 1213!Xn2f)
(D ca. 0
ICU -0
Q_
CMFor
direct Inks to all approvals Isled below,
For Information Florlds's Statewide Product Approval System Mami-Dade County
Notice of Acceptance INCA), CLICK HERE.
=
For additional Information regarding Florida's 81610%lde Product Approval System and Marrs -Dade County
Notice ofAiceptance INCA). $-aUCh "gM
For additional Information F09&Mhg Flol Statewide Proclucl Approval System and Marrsi439de County
Notice OfAcceptance INCA), �JjQili tjga�.
For additional information regarding Florida's Statewide Product Approval System and Mistri-Dade County
Notice of Acceptance (NOA). CLICK HERE,
additional regarding and
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FLNM-R?
FL#10446-Rfi
FL*tMW-R5
11
HUS, HUSC series hangers
Face -mount hangers available In Width& ranging from 1-518* to 3-
a CU
CD
9116" and heights ranging from 4-5116" to I I ". Concealed flange
IS"
Product Model, Number or Name
Product Description
aftLg
Product Model, Number or Name
Product Description
Product Model, Number or Name
Description
version CHUSC) available for models having width equal to or
0 0
1
Triten Stainless Steel Concrete & Masonry Screw (TTN-S$)
1/4" diameter Titan staintersis steel masonry screw
1
A21. A23. A33, A34. A36, A44
Angles
I
ET, BTB, BTH
Brick Ties
greater than 3-06".
3.
L_
0 0-
0
2
APA21, APA4, APAS, APVA21, APVA4, APVA8
Outdoor Accents Angles
2
CMST12, CMST14, CMSTC18
Coiled Straps
12
IU S series hangers
Face -mount hangers available in widths ranging from 1-718' to
=
3
APB44 , APB44R. APV8OS, APBOUR, APS88, APB88R, APS1 010, APBI 01 OR, APVS44,
Outdoor Accents Post &as
3
CS14. CS16, CS16. CS20. CS22
Coiled Straps
5/8" and heights ranging from 9.11411 to 161,
C . 0
L-L
FI-06111111i
APV844R, APVB6S; APVBMR, APV888, APVB88R, APVB1010, ARVE101 OR
4
CSHPiS, CSHP20
Coiled Straps
13
LGU3-25-SDS, LGU3.MSD,9, LGUS.25-SDS
Face -mount hangers
CU 0
%*- CU
4
APDJT24, APDJT2R-4. APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6,
Outdoor Accents Dock Joist Tier.
6
CTS218
CompressionfTenslon Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
cu
0 >
Alit"
Pnoduct Model, Number or Name
Product Description
APVDr2R-8
a
DSP,SSP,TSP
Stud to Plate be
15
WC26Z, LUC21 07
Face -mount hangers
E
a) L0_
1
SDIO112DBB
Outdoor Accents Connector Screw
5
APHH46, APHH46R. APHH610, APHH61OR
Outdoor Accents Heavy Hanger
7
H1, HIOA, H2,5A, H3, HO, H7ZI H16, HIOS. H16-2, H16-2S
Hurricane Ties
16
LUS series hangers
Faice-mount hangers available in wdths ranging from 1-WI 610 4-
Cl) Ill
2
SD91 12� S09212. SOI 0112, SDI 0212
Srhong-Dirive, SO Connector Screw
0
APL4, APL6, APT4, APTS, APVL4, APVLS, APVT4, APVTS
Outdoor Accents L and T Bearn-to-Colurrin Ties
8
HGT-2, HOT-3, HGT-4
Heavy Girder Tiedown
SW and heights ranging from 3" to 10-1 &16"
C/)
CU
3
SD91 12SS. SQ9212SS
Strong -Drive SO Connector SS Screw
7
APLH24, APLH24R. APLH28, APLH26R, APLH210, APLH21 OR
Outdoor Accents Light Hangers
P
HS24
HurricanoTie
17
MGlJl MGU6.25-SDS, MOU5.50-8DS, MIGU5.82-SDS, MGU7.00-SDS
Face -mount hangers
from 1 5.
<
4
SDCF2243.4, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SDCP Timber-CF Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HS62-SDSI.5, HSS2.2-SDS3, HS$2-3-SDS3, HSS4.SDS3
Heavy Stud Shoo
IS
MIU series hangers
Face -mount hangers avallable in widths ranging .9116" to
SDCF221134, SE)CF221334, SDCF271956, SDCF272358
9
CBT2Z, CBT4Z
Concealed Beam Ties
11
HST2 HST3. HST5 HSTO
Straight Straps
1/8" and heights ranging from e-15116" to 19-IrX,
5
SDCP22434. SDCP22512, SDCP22614. SDGP22700, SDCP22858, SDCP22912,
Strong -Drive SDCP Timplar-CP Screw
10
CJT3Z. CJT4Z. CJT5Z. CJT6Z
Concealed Joist Ties
12
HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C
Heavy Twat Strap
19
MUS26, MUS28
Face -mount hangers
SDCP221 100, SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQ1 OKTZ, HTS020KTZ
Heavy Twist Strap
20
SUR, SUL. SURC. SULC series hangers
Skewed face -mount hangers available in widths ranging from 1 -
6
SDHR27400, SDHR27614. SDHR31400, SDHR31614
Strong-Driva SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9/18" to 3-W1 6'and heights ranging from 3.111 Wto 13-3/4".
Conceskad flange version (SURC, SULC) available for all double
7
SDS25112. SDS25134, SOS25200, SDM212, SOS25300, SDS25312, SDS25412:
Strong-Duve SDS Heavy -Duty Connector Screw
13
FC4. FC6
Framing Clips
15
LSTA9, LSTA12, LSTA16, LSTA18, LSTA21 , LSTA24, LSTA30, LSTA36
Straight Straps
2X and 4X models; on ly acute flange is concealed.
It
SDS25500. SCIS25500, SOS258M
14
FWANZ
Foundation Wall Angles
18
LSTI49, LST173
Straight Straps
8
S0825112SS, SDS252OOSS, SDS25212SS, SDS2530OSS. S0825312SS
Strong -Drive SOS Heavy-Owty Connector SS Screw
16
GA1. GA2
Gusset Angles
17
LT820, LTS40
Bridging
21
U series hangers
Face -mount hangers available in widths rangingfrom 11-9116"to
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726. SOWF2730
Strong-Drve SDWF Floor -to -Floor Screw
16
H2A, H2.5T, H8, HICA-2, HIOS, H14, HGA11O
HurricaneTies
IS
LTS12, LTS16. LTSIB. LTS20
LightTwistStrop
O"and heights ranging from 2-5/8" to 11-114"
17
HCJTZ
Heavy Conossi Joist Tie
19
MGT
Medium GadorTiodown
18
HH4, HHO
Header Hangers
20
MST27, MST37, MST48, MST60, MST72
Straight Straps
IFILVI0007-11111111
19
KBS1Z
Knee -Brace Stabilizer
21
MSTAP. MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, VISTA38. MSTA49
Straight Straps
FIL00110667-11116
20
1_30,1_50,1_70,1_90
Angles
22
MSTC25, IMSTC40, MSTC52, MSTC66, MSTC78
Straight Straps
Aga
Product Description
21
LCE4
Post Cap
23
MSTC48S3, MSTC6883
Pre -Sent Straps
11"
Prioduct Model, Nurn bar or Name
1
ATR318, ATR11Z ATR5/8, ATR314
Threaded Rods
22
LS3O,LS60,LS70,LS90
Skinvable Angles
24
MST1126, MST136. MSTI48, MSTISO, MST172
Straight Staps
I
BA series hangers
Top flange hangers available in widths ranging from 1-9/16"to 7-
2
ATUDS, ATUO8-2, ATUD9, ATUM2. ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTSIO, MTS18, MTSX, MTS24C, MT830, MTS30C
Medium Twist Strap
1/8" and heights ranging from 7-1 161c, 39'.
3
BP318-2, BPI12. BPI/2-3z BP518-2, BP5/8-31 BP314, BP314-3. BPRTUD$-4
Bearing Plates
24
LSSJ2OLZ, LSSJ26RZ, LSSJ2SLZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
26
NCA200-12, NCA2x12-12, NCA2x8-1e, NCA200-116, NCA2x12-IS
Bridging
2
DGBF series hangers
Top flange hangers available in widths ranging from 3-618" to 7-
4
CNW318� CNWI/2, CNW&8, CNV61N4, CNWS/8-1/2, CNW31A-518
Coupler Nuts
25
LSSRI 81, LSSR2 1, LSSR2.37, LSSR2.58, LSSR210�2. LSSR410
Field Adjustable Slopeable/Skewablis Hanger
27
RCW312, RCWB14
Wall Bracing
118" and heights ranging from 9-11411 to 24".
5
CTUD55, CTUD65. CTUDS6, CTUD76, CTUD76, CTUD77, CTUDS7, CTUDee CTUD07,
Coupling Take -Up Dev ice
26
LTP4, LTP5
Tie Plates
28
RPS18, Fl RPS28
Repair Plarto Stral
3
DGF sodas hangers
Top flange hangers available in widths ranging from I -1/Z'to 3-
Z
CTUD98, CTUDW
27
ML23Z, ML24Z, ML28Z, li ML21OZ
Angles
29
RSP4
Stud to Plate Connector
WS" and heights ranging from 7-114" to 24'.
6
N3. 144. N5, NO
Heavy Hex Nuts
28
MMH8
Roct7io-Down
30
SPI. SP2. SP4. SP6. SP8
ft d Plate Tie
4
DGHF sodas hangers
Top flange hangers available in widths ranging from 1-314!'to 3-
7
RTU03, RTU03S, RTUD4, RTUD48, RTUD5, RTUDO, RTUD7, RTUDS
Ratcheting Take-U p Device
29
MIMHC
Hinged Roof Connector
31
SPH4, SPHa, spHa
Heavy Stud Plate Tie
5/8" and heights ranging from 9-11V to 2N'.
1
8
TUID9, TUDIO
Take -Up Device
30
MMLU26, MMLU26-2, MMU.128, MMLU28-2, MMLU210, MMILL11211, MMLU139, MMLU1311
Face -Mount Hangers
32
SS1.5. 8$2.5, SS3. SS4.5
ftd,%oe
5
E35, EG7, EGQ series hangers
Top flange hangers available in widths ranging from 5-1 14�'to 8-
9
TUW38
Take -Up Washer
31
RSORBCP
Roof Boundary Clips
33
ST9, ST1 2, ST18; ST22, ST292, ST2122, ST21 15: ST2215, STI52115, ST15224, ST0238
Straight Straps
718" and heights ranging from I I" to 32-1/7'
ID
URSS
3/8" Uplift Rod Run Teclown System
32
RST-3
RoofTWDown
34
T820, T1327. TB3Q T1338, T842. TB48t TB64, TB661 TSOO
Tension Bridging
6
EGO series hangers
Top flange, hangers available In vAdths ranging from 3-618" to 7-
11
URS4
1/2" Uplift Rod Run Tisclown System
33
RTC22Z, RTC42, RTC2Z. RT044
Rigid Tie Connectors
35
TWSIC. TWS12, TW614
Wall Bracing
114" and heights ranging from 11 .11,11"to 32'.
Z
12
URS5
WS" Uplift Rod Run Tieclown System
34
STC, STCT, OTC. HTC4
Truss Clips
38
VGT, VGTR, VGTL
Variable Pitch Girder Tiodomet
7
GLS series hangars
Saddle hangers available in widths ranging from 3-114" to BMW
13
URSO
314" Uplift Rod Run Tiedown System
35
TJC57, TJC57
Truss Jack Clips
37
WBJOO, WBIO00, WB128, WBi2eC, VVB143C
Wall Bracing
and heights ranging from S-1f2" to 28".
38
Z2,Z4.Z44
Panel Warier Clips
8
GLTV series hangaire
Top flange hangers available in vocithe ranging from 3-114" to 7-
1/8" and heights ranging from 11 " to 37'
FLXI D441-RS
fL#1053i-R5
9
HB senes hangers
Top flange hangers available in widths ranging from 1 -9116" to 7-
L912W-M
112" and heights ranging from 8" to 391,
,dhLl
Product Model. Num bar or Name
Product Description
Prodiulat ModeL Numt*r or Name
Product Dmilption
10
HGLS series hangers
Saddle hangers available in widths ratinging from 5-1X'to 8-74'
I
DTT2
Hold-down
MU
Product Model, Number or Name
Product Description
I
CSH2.37x5 5, 091-12.370.63, CBH2.37xg.75
Concealed hangers
and heights ranging from 10-1/Z'to 28".
2
H OC1 014. H DC1 Or22
Hold-down
I
AHEP
Adjustable Hip -End Connector
2
DU, DHU, DHUTF series hangers
Face -mount (OU, DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available In widths ranging from 3-IX'lic 8-
3
HDO8, HHOO11, HHOO14
Hold-down
2
DSC2R-SDS3, DSC2L-SDS3, DSC5R-SOM. DSCSL-SDS3
Drill Strut Connectors
available in widdris ranging from 1-9/16'to 3-9118" and heights
7/8" and heights ranging from 7-112" to 37'
4
HOU2. HOU41, HDU5, HOU8, HOU11, HDU14
Hold-down
3
GSO
Gable Brace Connector
ranging from 9-118" to 23-*15116".
12
HGLTV series hangers;
Top flange hangers available in widths ranging from 3-1/4" to 7-
5
HPA28, HPA35
SirWe" purlin anchor
4
HCPI.81, HCP2, HCP4
Hip Corner Plate
3
HGU3,63.SDS, HQU5,25-SOS HGUS,50-SOS, HOU5.62-SOS, HGU7.MSOS. HGU7,25.
Feco-mount hangers
118" and heights ranging from 1 X'to 37',
8
LSTHDS: LSTHD8RJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44. HHRO5.2513.25. HHRC5.3713 12,
Heavy Hip to Ridge Connectors
SIDS, HGUQ.00SOS
13
HIT senes hangers
Top flange hangers available in widths ranging from 2-5118" to 3.
7
MASA.MASAP
Foundabon anchor strap
HHRCSS
4
HGUS series hangers
Face -mount hangers available in widths ranging from 1.518"to 7-
9/18" and heights ranging from 18" to 26'
8
MPA132, MPAI"
Strap-sly1le purlin anchor
a
HRCIS1, HRC22
Hip Ridge Connector
M" and heights ranging from 5-5116"to 12-718".
14
HUSTF series hangers
Top flange joist hangers available inwidthis ranging from 3-118" to
9
PAIS. PA23. PA28. PA35, PA51, PASS
Strap-sityle purlin anchor
7
URU26, LRU28, LRU210, LRU212
Rafter Hanger
5
HHGU5.25.SDS, HHGU5.50.SDS, HHGU5.02.$DS, HHGU7 OO-SDS, HHGU7.25.SDS,
Face -mount hangers
3-91iff'ond heights ranging from 5-3/8" to 13-10
10 PA118, PA123. PA128: PAM Strap -style purlin anchor
8 USU28, LSSU28. LSSU210 Light Slopeable/Skewablee U Hanger
HHGUQ,00-SDS
15 HUTF, HUCTIF series hangers Top flange hangers available in widths ranging from 1-9116'to 5.
11
STHD1 0, STHD1 ORJ
Strap-sityle hold -dawn
9
TSE4, TBE6
Truss Bearing Enhancer
6
HHUS26,2, HHUS28-2, HHUS210-2. HHUS40, HHUS48, HHUS41 0, H HUS5.50111 O�
Face -mount hangers
1/2" and heights ranging from 3.7110"to 16'. Concealed flange
12
STHD14. STHD14RJ
Strap-sitylee hold-down
10
TC24; TC26. TC28
Truss Clip
HHUST25/10
version (H UCTF) available for all models having wkith equal to or
greater than 2-9116".
11
THA29, THA213, THA218, THA218-2. THA222-2, THA-413, TKA41 B, THAC418, THA422.
Adjustable Truss Hanger
7
HSUR. HSUL, HSURC, HSULC series hangers
Skowed face -mount hangers available in widths ranging from 3-
THAC422, THA428. THA422-2, THA426-2
1/8" to 6-1/8" and heights ranging from 4-&4" to 15-3/4".
18
HWP sodas hangers
Top flange hangers available in widths ranging from 1 -9116"to 7-
12
THAH 81122, THA112,06i'22, THA112, 1122, THA1222, THA1322, THA33522, THA1422
AdjustablisTruss, Hanger Sized for I -Jost%
Concealed flange version (HSURC, HSlJLC) available for all
1/8" and heights ranging from 5.31&'to 2W.
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4Xmodels; only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in Wdths ranging from I -9/16"Ic 7.
C=3
14
THJA26. LTHJA20, LTHMA
Multiple Truss Hangers
8
HTU26. HTU28, HTU210, HTU20-2, HTU20-2, HTU210-2
Flace-mount hangers
1/2" and heights rainging from 5-3/8" to 37
15
THJM2-4-SDS3, THJM2�5-SDS3, THJU28. THJU28-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from 1-9/10" to 7-
IS
ITS series hangers
Top flange ban gers available in widths rang ing from 1 -9/1 8"to 3.
00
-co
18
TSBR2-24
Truss Splitoor-Restraint
1/2" and heights ranging from 2-7/8"to 19-114". Concealed flange
WS" arid heights ranging from 9-1 IS' to 16,
-
CL) Vj
17
VPA2, VPA25, VPA3, VPA3S, VPA4
Variable- Pitch Connectors
version (HUC) available for all models having width equal to or
19
JS sellers hangers
Top flange hangers available in width of 1.911 S"and heights
Of
L&J
to
15
VTCR
Valley Truss Clip
greater than 2-9/16".
ranging from 5-318" to 7-14'
Q_
10
HUCO'LS'Y"DS, HU001 81/11-SDS, HUCQ210�2-SDS. HUCQ210-3-SOS, HUCQ310-
Face -mount hangers
20
JSA series hangers
Top flange hangers available in Width of 1 .9116'and heights
<
SDS, HUOQ411 O-SOS, HUC0412-SDS, HUCQ5.25M-SOS, HU005.25111 -SDS, HLJCQelO-
ranging from 9-3118"to 13-1/8"
SDS, HUC0612-SDS
Cc
(J
Q)
CL,
E
M C,
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12=2020
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12rjW2020
Simpson Strong -Tie 2020 F13C Approved Products
Updated 12MM20
Simpson Strong -Tie 2020 FBC Approved Products
Updated l2t3VD20
-------
For drool Inks to all SST approvals Ided below. CLICK HERE
2 For additional information regarding Florcla's Statewide Product Approval System and Mars -Dade County
Notice of Acceptance (NOA), CLICK 11FRIF.
For direct Inks to all M approvals Isted below, CLICK HER
For additkinal information regarding Florida's Statewide Product Approval System and Merni-Dade County
Notice of Acciptancs INCA).
For direct Inks to all SOT approvals listed below. CLICK HER
For additional information regarding Florida's Statewide Product Approval System and Marni-Dade County
Notice of Acceptance (NOA). i6W6VAZ_
For dirsot Inks to all SST approvals Ned below, CLICK HERE,
For ad ct Approval System add Marril-Dade County
ditional information regarding Flosida's Statewide Produ
Notice of Acceptance INCA), CUCKBIFFIE,
21
US series hangers
Top flange hangers available in width of 1 9116"and heights
18
SILBVI.56. SILBV1 �81, VLBV2.06, SILEV2.37, SfLBV2.56, SILBV2.68, SILBV3.12,
Top Flange Joliet Hangers
6
SET-XP
Adhesive Anchor for concrete
ranging from 6-3/8" to 15.118"
StLBV3.58, SILBV3,62, SILSV4.06 SILBV4.12, S/LBV4.28, SILBV4.76; S/LBVS.60
8
Strong -Solt 2 (STS2, STB24SS, ST B2-68S)
Strong -Soft 2 Wedge Anchor for concrete available In carbon
22
LBAZ series hangers
Top flange hangers available in Width of 1-9/1 6"and heights
2221
Product Model, Number or Narrit
Product Dowrilation
19
SILTT20, S(OTT24 S/HTT14, HTT4. HTT5
Holdowns
steel and Types 304 and 316 "nissis steel
ranging from Q-WIS" to 13-1/8"
1
HHUS210-3, HHUS2104
Joist Hanger
20
S/MSTeO, SAMST72
Straps 118 mill (10 ga)
7
Tried HD (THD-H, THD-HMG, THD-H4SS, THO-HOSS, THD-CS, THO-CS8SS)
Titan H 0 Heavy Duty Scraw Anchor for concrete and masonry
23
UEG3, LEG5. LEG7 ashes hangers
Top flange hangers available in widths ranging from 3-114" to 6-
2
HRS6, HRSS, HRS12
Strap Ties
21
SP4,SP6
Sim d Plate T "
available with box head In carbon steel and Types 304 and 318
stainless steol� or with countersunk head in carbon steel and
7/8" and heights ranging from 91 to 33-1121
3
HUCQ210-2-SDS, HUCC210-3-SOS, HUCC1310-SOS
Joist Hanger
22
SSP, DSP. TSP
Stud Plato Ties
Type 310 stainless steel
24
MEG5, M EG7 series hangers
Top flange hangers available in widths ranging from 5-114" to a-
4
THGB2. THGB3, THGBH2. THGSH3, THGBH4
Joist Hangar
23
24
STC,DTC
T3=
TrussClip
Truss Brace Diagonal
6
Titan HD Rod Coupler (THD37634RO, THD50934RC)
Then HO Threaded Rod Coupler for concrete
718" and heights ranging from 9" to 32-1t2'.
5
THG02-SDS3, THGQ�SDS4.5, THGQH2.SDS3, THGOH3-SDS4 5, THGQH4-SDSS
Joist Hanger
25
TJC37
Truss Jack Con nacWr
9
Titen HD Threaded Rod Hanger(THDB25168RH, THD637158RH, TH037212RH,
Titan HO Threaded Rod Hanger for ooncroto
25
MIT sodas hangers
Top flange hangers available in wdths ranging from 1 -911 ePto 5-
6
THGW3-3, THGW3-4, THG`i THGW4A
Joist Hanger
THD50234RH, THDIO212RH)
1/8" and heights ranging from 9-1/4" to 24'
10
Wedge -All (WA)
Wedge -All Anchor for masonry
20
PF, PFB, PFDB, PFDSB series hangers
Top flange hangers available in width of 1-6111 6"and heights
ranging from 3-318" to 7- 1 W'
FL#rlI4?3-R5
FL9111 3904-R$
27
FIR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths rainging from 1 -9/16" to 7.
Product Model, Num ber or Name
Product Description
AW
Product Model, Number of, Name
Product Derscription
118" and heights ranging 9-1/4" to 32".
1
DETAL2D
Double Embedded Truss Anchor
I
CCQM3.62-SOSHDG, COOM4.e2-SDSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG,
Masonry Per Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
OCTOM4.02-SDSG, CCTQM&SO-SDSG, CCCOW0 82-$DSG; COCOM4,62-SOSG,
Inj
Product Model. Number or Narris
3
HIS, HIOS, H16-2z H16-2S
HurricaneTie
CCCOM5.50-SDSG
1
AT-XP
AT�Xjcr High-Strangth Acrylic Adhesive for concrete or masonry
FLOM 080,11115
4
HETA12. HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
ECCLQM3.62G-KT. ECCLOM4.62G-KT, ECCLOM5.50G.KT, ECCLLOMD3,62G-KT.
Masonry Pier Caps
2
ET -HP
ET.HP Epoxy Ad has" for mission ry
5
HETAL12, HETAL'S, HETAL20
Embedded Truss Anchor
ECCLLQMD4,62G-KT, ECCLLOMDS.500-KT. ECCLRQMD3.e2G-KT, ECCLROMD4.=-
3
SET-XP
SET-XP High -Strength Epoxy Adhesive for masonry
-6-0
JW
Product Model. Number or Name
6
HGAM10, HMO
Masonry retrofit con nectors.
KT, ECCURCMD5.5OG.KT
4
Strong-Baft 2 (STB2)
Strong -Bolt 2 Wedge Anchor for masonry
(D
1
ABA44. ABA44R, ABA48, ABA45R, ABA86, A13ABOR
Adjustable Post Base
7
HHETA16, HHETA20. HHETA24, HHETA40
Heavy Embedded Truss Anchor
3
HGUM5.25, HGUM5.50, HGUM7.00, HOUM7,25, H(3UM9.00
Heavy Masonry Hangers
5
Tlten 2 (TTN2)
Titan 2 Screw Anchor for Concrete
Then HO Heavy Screw Anchor for In 304
2
ABU44*, ABU44R, ASU416, ABU40R, ASL15-5, ABU5-6, ASU65, ABUeO, ABUWR, ABU88.
Adjustable Post Bass
8
LGT2. LGT3-SM.6, LGT4-SDS3
GirderTiedown
4
LOUMM2, LGUM26-3, LGUM26-4, LGUM28-2. LGUM28-3. LGUM28-4. LGUM210-2,
UOUM210-3. LGLINVIO-4, LGUM48, LGUM416, LGUM410
Masonry Beam Hangers
6
Titern HD (THD-HASS, THD-HOSS, TH D.CSSSS)
-Duty concrete available
or 316 stainless steelwith hex head, and 316 stainless steel with
ASUSOR, ABUIOIQ ABU10IOR. ABUI212, ASU1212R
9
LTA2
Lateral Truss Anchor
countersunk head,
3
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWWRZ, ABW7.7
Adjustable Post Saw
10
META12, META16, METAIIS. META20, META24, META40
Embedded Truss Anchor
5
MSHAMM.25, MSHA3.12tll 25, MSHA3.5616.26, MBHA3.56/9.25, MSHA3.56MI.25,
Masonry Top Flange Beam Hangers
Than Turbo Screw for
Z
4
AC4, A04R, ACE4, ACe. ACOR, ACES
Post Cap
11
MSTAM24, MSTAKCS, MSTCM40, M3TCMOO
Stal Tie for Masonry
MBHA&66/1 1.88, MSHA3.56/14. MBHA3,56116, MBHA3 56/18: MBHA5'SOr7r25.
7
Titan Turbo (TNT)
Anchor concrete or masonry
6
BC4, BC48, BC4R, BCO. BCSR, BCS� BCS2-V4, BC52-3/6
Post Cap
12
MTSM16, MTSM20, HTSM16, HTSM2O
Twist Strap for Masonry
MEHA5.50M.25, MBHA5.5&11 25, MSHA5_50111 88, MSHAS 50/14, VlBHA5 50/16,
MBHA5.50118
6
CB44, CBO. CM, CBOS, 0868
Embedded Column Base
7
CBSQ44-$DS2, CBSQ4O-SDS2. CBSQOS-SDS2. CBS088-SD52, CM68-SOS2
Embedded Column Bass
6
MSHU3,6M.25, MSHU3,60111.25, MBHU3,5&1 1,88, MBHU3.56114, MBHU3.6&lC,
Masonry Beam Hangers
IFIL016937-11113
I
>
8
CC, ECC, ECCU Series
Bolted column caps with W1 ranging from 3.114" to 9-112" and
FLOJI1496-10
MBHU3.58118, MBHUB.6019,25, MBHU5.50111 25. MSHU5,50111Z8, MSHU5,60114,
MSHU5,50110, MSHU5.50/18
PE2duct Model. Nurn bar Name
Product Description
(V
o
VV2 ranging from 3-518" to 7.112"
AW
or
9
CCQ-SD82.5, ECCQ-SDS2 5 Series
Screwed column caps with W1 ranging from 3-1/4" to 0.117and
fta
Product
Pmduct Description
I
X348101"K X1 S1016, Xi 61 0164K, X01SIDIO, XQ1 81 Ole-4K
610-18 Strong -Drive X Metal $0-Drilling, Tapping Screws with #3
Drill Point
0-
W2 ranging from 3.5f8" to 7-1/2"
1
OTT1Z
Dock Tension Tie
>
10
CPT44Z, CPT66Z, CPTW
Concisaled Post Tie Base
2
HD12, HD19
Boded Holdowns
FL*I 3975-R4
2
XLQI I AITI 224, )(LOI 1461224.2K
4012-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
0_
11
EPB44A, EPB44, EPB46, EPBW
Embedded Post Base
3
HD3S, HD5B, HD7B, HDgS
Boll Holdowns
3
XMQ I 14SI 224, XM01 1481224-2K
Screws with #5 Drill Point and Large Do motor Hex Washer Head
#12-24 Strong -Drive XM Medium -Head Metal Salf-Drilling,
0
all
12
EPS4Z
Embedded Post Bass
4
HTT4, HTT5, HTT5_T4
Tension Ties
Son 0
Product Model, NumberarName
Product Delsorlytion
13
LCB44, LCBSS
Embedded Column Bass
5
LTT19, LTT2UB, 1_711311
Light Tension Tiers
1
SDVM300, SDW223W. SQW22438, SOW22468, SDW22600, SDW22600, SOW22M
Stiong-Dinvo SOW EWP-PLY and TRUSS -PLY Scrows
Tapping Screws with #5 Drill Point and Medium Diameter Hex
14
UPC4Z, LPCSZ
Light Post Cap
SDW22634
4
XQI 14$1224. XQI I 4B1 224-2.5K XI 14$1224, XQI I 2SI 224, XQI 12BI224-2K
#12-24 Striong-Drive X Metal $off -Drilling. Tapping Sore%% with #6
15
MP844Z, MPBl MPB88Z
Moment Post Base
2
SDWC1 5450: SDWrC1 5800
Strong -Drive SDWC TRUSS Screw
Drill Point
0i Strong-Ddvo XU Metal Sol -Drilling, Tapping Scrowswith
18
PB414. PB"R. PS", PSM. PBOOR
Embedded Post Bass
F1.41362111-190
3
SDWHlD30ODB, SDWHI94OODS. SDWHigOWDE, SDWHIQUOCDB: SDWHI2IO0ODS
Strong-Drrvo SDWHI TIMBER-HEXSorew
6
XU34S1 018, XU3491 01 O-SK
17
PBS"A, PBS46, PBSOO
Embedded Post Base
4
SDWH27400G, BOWH275DOG, SOWHI278DOG, SOM271GODG, SDWH2712DOG
Sbrong-OriveSDWH TIMBER-HEXHOG Screw
#1 Drill Point
18
PBVO,PBV1O
Round Post Base
Product Model, Number or Name
Product Description
SB Anchor Bots
5
a
SDW816212, SDWSIO30O, SDW810312, SDWS18400
SOWSISSOD, SOWS1971Z SDWS22400,SDWS225O0,SDW=512, SIYWS22WO:
Strong-DrOve SOWS F RAMIN G Screw
StrDng-DrtveSDWS TIM13ER Screw(Intenor Grade)
0
19
PC44-10. PC48-16, PC48-16 PC64-16, PCa&18. EPC44-16. EPC45-18, EPC48-15,
Post Cap
l
SB5/8x24, SB718x24, SB1x30
EP004�16, EPC88-16
2
SSTS1 6, SSTS20. SSTB24, SSTS28, SSTB34, SSTS36. SSTBI 5L, W820L, SSTS24L,
SSTB Anchor Bolts
SOWS22800, SOWS22900, SDM221000, SDWS2211 100; SOWS221200I SOWS221500
SDWS2280ODS,
Strong SUNS TIMBER Screw G rade)
FL#85320-RO
20
Pc4Z PC4R7_ PCSZ, PCBRZ, PC8Z, PG8RZr EPC4Z. EPC4RZ, EPCBZ, EPCORZ. EPC8Z.
partcap
SST828L
7
SDW=300DB SDWS22400[)B, SOWS225000B. SOWS2280ODB,
-Drive (Exterior
EPCSRZ
SDWS221 OOOOB
Outdoor Structural Wood Screw
ACW
1
DSSC843.5 OSSCS48, OSSCB48, DSHS
Product Description
Bypass From Ing Drift Strut Connector
a)
21
PPB"4Z. PPB44-6Z
Post Base
a
SOWS22312DBB, SOWS22612DBB
Accents
22
RPBZ
Ratraft Post Base
FL#13872-R4
9
SDWS2730OSS, SOWS2740OSS. SDWS275OOSS, SDWS276OOSS. SDWS278008S,
Strong-Dfrva SOWS T IMBER SS Screw
2
FCB43.5, FCW.5, FCB47,5. FCBQ 5, FCB411.5
Bypass FrarrIng Fix"lip Connecill
SOWS2710ODSS, SDWS27120088
3
FPHSD34SIO16, FPHISD34B1018, CPHS034131018-5K. FPHSD34S1214,
#10-15 and #12-14 Sirong-Drive FPHSD Framing-to-CFS Sef�
ICU
S" X
Produlat Madill, Number or Name
Product Descriatlon
10
SDM13400
Strong -Drive SDWV SCLE-TO-RIM Screw
Outdoor Accents Hek-Hood Washer
4
FPHSD3481214, FPHSD3481214-5K
LSFC2.25, LSFC4.25, LSFCO.25, SFC2.25, SFC4.25. SFC6.25
Drilling, Tapping Screws
Steel Framing ConnaM r
M
F1.010111616115
1
CMSTI2, CMST14, CMSTC16, C814, CS16, CSIS, CS20, CS22
Coiled Straps
I I
STN22
2
HRS8, HRS8. HRS12, FHAS, FHAS, FHAl2, FHA18, FHA24, FHA30, MST128, MST136,
Straps 97 mil (12 ga)
6
LSSC4,25, LSSC6.25. SSC2.25, SSC4,25: SSOO�25� MSSC2.26, MSSC4.25. MSSC6.25,
Sinai Stud Con nectom
Product Model. Nurn bar or Name
Product Description
MST148. MSTI80, MST172, &MST27, SIMST37, SIMST48
MSSC4.25KW, MSSCS25KW
a&ag
1
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C
Heavy Twat Straps
FILS15363-R3
6
RCKW3, RCKW5.5, RCKW`7 5, RCKW3S, RCKW5 5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA30, LST149, I-ST173, MSTA9, MSTA`12, MSTA15, MSTA18, MS-TA21, MSTA24
Straps 43 mil (18 go)
7
SOB0.5, SCS45.5,SCB47 5, SCS49,5, S06411.5. MSC945.5, MSCS47 5
Bypass Framing Slide -Clip Connector
Q_
3
131-14". GH46-8, 0 H4", GH48-8, GH41 0-6, GH410-8, GH66-6. 0 HW8. GH68-6. GH68-
Girder Hanger
6
LSTAP, LSTA12, LSTA15, LSTAI 8, LSTA21, LSTA24, ST292, ST2122, ST21 16. ST2215
Straps 33 mil (20 ga.)
zed"
Product Model, Number or Name
Prioduct Description
8
SCS32-&97. SCS62-5197. SCS152-5(118. SCS82-5/118
Bypass Framing Connector
Head -Wall Slide -Clip Connector
-0
8, GH610-6, OH810-8
8
LSUBH3.25, SUSH3.25. MSUSH3 25
Bridging Connector
1
AS I S. AS I &W� AS 1 SSO
16 ga. Truss Plates
9
SOW3,25, SCW53
-all
4
GLBSA, GLB56, GLB5C, GLB6D, GL87N GL87B, GLB7C, GLB7D
Glulam Bearing Plate
7
LTP5
Lateral Tie Plato
2
AS 20HS
20 vs. High Strength Truss Plate
10
11
SJC8,25. SJC1 0.25, MSJC8.25, MSJC1 0.26
SSB3,518
Steel Joist: ConnecbDrs
Bypass Framing Slide -Clip Strut Connectot
5
GLBTSI 2, GIBLT812, GLBT516, 0 BLT6ie, GLSTS20, GBLTS20
Glularn Bearing Flats
8
LTS12, LTS16, LTSIS, LTS20
Light Twist Straps
3
4
AS�20
ASHP
20 got. Truss Plate
Hinge Plate Connector
12
XLSH3481414, XLSH7881414
#14-14 Striong-Drive ALSH Shouldered Saff-Drilling, Tapping
ICU
6
HGLBA, HGLBB, HGLBC. HOLBO
Heavy Glulam Bearing Plate
9
MSTA30. MSTA30. ST6215, ST6224, STO, ST12. ST18, ST22, MSTC28, MSTC401 MSTC52
Straps 54 mil (16 go)
Screws
UJ
7
HGT-2, HGT-3, HGT-4
Heavy GirderTiodowit
Universal I Foundation Plate
10
11
MSTC68, MSTC78, ST8238
MTS12, MTS18. MTS18 MTSM. MTS30, MTS24C, MTS30C
Straps 68 drill (14 go)
Medium TwistStraps
13
XQ1SIO1 8. XQI B1016-4K, X01SI214. X0181214-3.SK, XQ78S1224, X07861224-3K,
NIOAO; #12-14: and #12-24 Strong -Drive X Metal Sell -Drilling,
2
8
9
UFPI0-SOS3
URFP
Universe I Retrofit Foun clartion Plate
12
SE1.56,SrB1,81, SM.06, SIBZ37, S62,55, SIS2.66, SIB3.12. SW.56. SIS3.82.SIB4.06,
Top Flange Joist Hangers
fl-til15730-114
X01 1 4SI 224, X01 14BI224-2 SK, X01 12SI 224, XQII 281224-2K. )(3461016-5K,
5K
Tapping Screws
<
Sffl4.12, SIB4.28, S184.76, SIB5,50
Product Descricytion
XI SI 018. XIS101 6-4K, X1SI 214, XI 81214-3
Z
13
SfBA2.1218, SIBA2,1211 0, SMA2.12fl 2, SGA2.12(14, S/BA4.18/8, SISA4, I $/10,
Top Flange Joist Hangers
JcW
Pmduct Madell, Number or Name
SMA4.1W12. S(BA4.18114
I
FT -HP
Adhesive Anchor for concrete
Z
14
SiHIA
Hutrical
2
GAC. GDP, GDPM-60, GDPM-75. GOPM-100, GOPS, GW-60, GW-76. OW-100, GTH
Gae-actuated fasteners and assemblies
<
15
S/HD8S, S/HD813, S/HDIOS: StHO10S, SIHDISS, SMD15B
Haldowns
3
PDPA, POPAX, PDPA-MG, PDPAT, POPAT-K PINW, PNWP, PINVVP-W, POPAWL,
Powder-actuarted fasteneFS. threaded studs, and assemblies
16
StH DU4, SINDUO, S/HDUQ, S/HDUI 1
Holdowns
PDPAWL-MG, PSVL3, PSVL3.K, PCLDPA, PECLOPA, PTRHA3, PTRHA4
17
S/JCT, S1HJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
August 10, 2022
PA 1111
MIAM� WAMI-DADJECOUNW
mm ]FRODUCTCONTROL SECMW
1 IN5 SW 26 Sttet Rom 209
DUARTUDIFT OF REGULATORY AND ECONOARC RIESOURCES(MM) m2mn FjorAh 33175-241#4
BQ%XD AND CODE ADICUMTRATIMN DrVISION T(796)3M,2590 F(7ft)315-25ff
NOTICE OF ACCEPTA.NCE (-NTOA) WWW_ndaftdftWZffACft=T
PGT Industries, Inc.
1070 TechnoloLv Drive,
North Venke, FL 341.75
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of constructiontuateriah. Mw
documentation submitted has bwn reviewed and accepted.by Nfiasni-Dade CountyRER -Product Control Section to
bc wed w bliami Dade Co=y and odwr smas whm allmed by the Authatty Hr, ing Juzi-Actkm (AHT).
T`hisN0A shall not be valid afler the expn-&on date stated below. The Nfiarni-Dade County Product Control. Sectou
(In Mmm Dade CouW) andeor the AJU (in areas o1her than Mianu Dade County) re s erve th e ngh t to h a ve this
product or mmenal tested for quality assurance putposes. If this product or material fails to perfbim in the a c cepted
-Aintler, the - a-,& cum will incurthe expense of such te-sting and the AM may inunediatelyrev oke- mo dify, o r
smpend the use of such product or miaterial within 1heirjurisdicition. RER reserves the right to revoke this
acceptance. if it is determined byNlvni-Dade County Product Control Section that dus pioduct or material fail s to
meet 11he requumeats of the applicable budding code.
This product is approved as described hezein andhas been designed to comply with the Florida Builefilm Code�
including the 11igh Velocity Humcane.Zone_
DiEscm-IMON: Series -.1,57012 770"Vinyl Sfiding Glass Door (Reinforced) wtwo 902 & 13-50 corners-L-ML
ATPROVAL DOCII-ELN-T. Drawing No. -W-5.470.0 Rev B. titled "Vmyt Sliding Glass DoorNOA alAD", sheet
I dwmigh 21 of 2 1, preparedby maudactum, dated 1 W05.1 5 and Lm revised on 0210 V22 1, signed and scaled by
A. Lynn Miller, P.E., beating the Nhami-Dade County Product Control Re-6sion stan3p with the Notice of
Acceptance number and expiration date by the Ma= -Dade County Product Cot&ol Sectson.
MISSILE'LA17,ACT RAUNG: Large and Small[Alissile ImWct Resistant
Lisakations:
I . See table I (sheet 2) and table 2 (sheet §) for applicable SGD unit sizes, design pressures, reinforcements types,
glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchorlayout shem requiremients in I I thru 16.
2. Rigid VAifte PVC, Tan (Non -white) Rigid PVC andBroun coated (Painted or lamin ted) white Ri_4d?%C to be
labeled per reffienced NOA's requireinents.
3. Egress operable doors must comply with min clear width or height per FBC requirement as applicable.
4. Pocket walls under separate approval, to be reviewed by Daikb* official
LABELING: Each unit shan bear a pennianent label with the - awfiactunes name or logo. city. state and series wid
following stawnew: 'Mami-Dade County Produc t Couirol.Approved", noted herein.
RE'NEWAL of this NOA sW be considered a&-r a renev4d applicabon h as been filed and there has beenno
change in 1he appheable budding code negatively affecting d2e performance ofthis product.
TERAIDUTION ofthis NOA will occur after the expira tim date or if theie has been a revision or change in the
materials, use, andtor mamificture of the product or process. Nhsuse ofthis NOA as an endorsenwa of any product.,
for sales, advatising or any otberpurpcnes shall automatic ally terminaie this NOA. Failure to com;Ay wah any
section ofthis NOA shall be cause for temination and remioval ofNOA-
A D VE RTISE-W-N-T: The N OA numbet preceded by the wo r ds h& mu -Do de C o uvd ty. Fl orida, and fo Howed by th e
expiratiim date may be displayed in advertising literature. If anyportion of the NOA is displayed. then it shall be
done in its entwety.
INSPECTION7: A copy of this entire NOA shall beproidded to the ustr by1he nanuftcruter or its distributors and
sha 11 be avaidable far inspection at thejob site at 1he request of &e Building Official.
This NOA r evises & renevn NOA #20-0429.05 and consists of this page I and e-6dewe pages E- 1, E-2, E-3. E-4.
E-5 & E-6 as well m approwl document nmliowd abmv-
The submitted documental= was miewed by Ishaq I Chanda. F.E.
INGANO. 21-0205.03
Expiration Datet April 14,!0!6
Appreiral Datt:11arch 15, 202 1
Pag* I
PGT Industrim I=.
NOTICE Of ACCEPTANCE: EVIDEIVCE SUB.Vff HID
2. Eildence Submitted under previoussubmittal
A. DRAWI!iGS
1. Drawing No. AID-5570.0 Rev B, titled -Vinyl Sliding Glass Door NOA W-, sheets
I ftough 21 of 2 1, prepared by manufacturer. dated 10.,05/15 and last revised on
04,12.1,20, stgned and scaled by A- Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94
2) Uniform Static Air Premire Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC. TAS 202-94
4) Lair Missile Impact Test per FBC, TAS 201-94
5) Cychc'%Imd Ptesswe Loadingper FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsfl 993 silicones,
prepared by Fenestration Testing Labowory� Inc., Test Reports No.:
FTL-7897, PGT PUT5520 PVC Fixed Window (unit 6 in proposal), dated 09,103/14
FTL-20-2107.1, PGT SGD780 Alumimm Sliding Glass Door (unit 7 in proposaD FIM-20-
2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-
2107.3, PGT PW7620A Alumin= Fixed Window (unit 9 in proposal) and 1FTL-20-2107.4.
PGT PIW`7620A Alumarum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed
and scaled by Idalutis Ortega. P.E.
C. CALCULATIONS
1. Anchor verification calculations and mxtural analysis. complying with FBC 70
Edition (2020), dated 04/220-0. prepared by manufacturer- signed and sealed by
Anthoky Lynn Miller, P.E.
2. Gluing complies with ASTM E1300-04,-09, -12 and -16.
D. QUALITY ASS1MkNCE
Miami -Dade Department of R&gulatory and Economic Resources (RER).
E. 3LXTERLAL CERTIF ICATIONNS
1. Notice of Acceptance No. 1"305-5.02 issued toKuraray America, Inc. for their
"TrosffoW Ultrack-ar, Clear, and Color PVB Glass Inteirlayers7% expiring on
07/08,024.
2. Notice of Acceptance No. 17-0803.02 issued to Kuraray America, Inc. for their
"SentryGhvt (Clear and Alike) Ghss Inteiiaveils". cqAring on WiWi23.
3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their
"Brown Coated (Painted or Lamhuted) W11ske Rigid PVC, Exterior Enmsions
for Windows and Doors". expiring on 09300M.
4. Notice of Acceptance No. 18-1106.11 issued to Vision Extnnions Limited for their
series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors". expiring on 12,229�2 1. 1 L; i -, f, Z /),I "
Ishaq L Chasda, PJE,
Product Control Unit Superviisor
NOA No. 21-0209.03
Expiration Datet April 14,2026
Approval Datt- Afarch!5,2021
E 4
PGT Industries. Ine.
NOTICE OF ACCEPTANCE: ENTDENCE SUBM111TED
1. Eiidence submitted under previous NOA
A. DRAN%T1 qGS
I - Marrufactur&s die drawings and sections.
(Submilled underNOAX6. 11-0107 04)
2. Drawing No. MD-5570.0, titled -Vinyl Sliding Glass Door NOA W', sheets I
through 21 of 2 1, prepared by manufacturm, dated I&C54 5. with revision A dated
04,105/17. signed and sealed by A. Lynn Miller, P.E.
B. TESTS
I - Tea report on 1) Uniform Static Air Pressurr Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC_ TAS 201-94
3) Cychc'Armd Presme Loading per FBC, TAS 203-94
along with marked -up drawings and mstallation diagram ofvmyl slubng glass doot prepared
by Fenestration Testing Lab, Inc- Test Report No. FIL 87 17, dated 1107.4 5, signed and
sealed by Idalatis Ortega, P_ E_ (Test report revised on 02,15,16 and OV24/16)
2. Test report on 1) Air I n filtration Test, per FBC - TAS 2 02-94
2) Uniform Static Air Pressure Test- per FBC, TAS 202-94
3) Water Resist=ce Test, per FBC. TAS 292-94.
4) Large Missile Impact Test per FBC. TAS 201-94
5) Cyclic Wind Preswre Loading per FBC_ TAS 203-94
6) Forced Entry Test, per FBC, TAS 20-1-94
along with marked -up drawrings and uLqallation diagram of vinyl sliding glass dom prepared
by Fenestration Testing Lab, Inc., Test Report No. FTL 9546- dated I lJW1 5- signed and
scaled by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 021IL2016)
3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Ak Pressure Test- per FBC, TAS 202-94
3) Water Resist�e Tea, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
6) Fonxd Entry Test per FBC, TAS 202-94
along with marked -up drawings and WaWlatiou diagram of vinyl. sliding glass door. prepared
by Fenestration Testing Lab, Inc., Test Report No. FTL 9547. dated lVW15- signed and
sealed by Idahnis Ortega, P. E. (rest report reMsed on 02il 5/16)
4. Test report an 1).4jr Infiltration Test, per FBC, TAS 202-94
2) Uniform. Static Air Pressure Test, per FBC_ TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) lxp Nfissde InW Teo per FBC,. TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC, 1AS 202-94
along with marked -up drawings and mstallation diagram of vinyl sliding glass door, prepared
by Fenesmtion Testing Lab- Inc., Test Report No. FTL W-0. dated 12/04/15, signed and
sealed by Idalmis Ortega, P. E_ (rest report revised on OL0416 and 02111116)_
Us q L CUs", P.E.
Product Control Unit SuptrTi3or
NOA No. 1.1-019f.04
ExpirationDate- April 14,202M
.Approval Dzite., March N, 20! 1
E-1
C G1 Windows and Doors, Inc.
NOTICE OF ACCEPT.kNCE: EVIDENCE SUBMITTED
E. 3L4TERLUCERTInC.4,TIONS(condune)
5. Quamm Part Super Si)acer Standard complying with ASIM C5 18 Tlummal Conductivrity
0.881 BTU-inJ hr.-fF-OF, ASIM F 1249 VVIVIR-Pass, ASTM D3985 Oxygen -Pass, ASIM E
2190 I.G. Durability -No Fog -Pass. �Snbvtftmd underprnionsAWA.Mo. 15LO409.05)
6. Qua= Part Dura complying with ASTM C518. Tbemul Conductivity 2_22 BTU -in/
hr_ft2-`F, ASTM F 1249 V6rVTRP2ss. ASTM D 1434 Argon Permeance-Pass, ASIM E
2189 I.G_ Durability -No Fog, ASTM E 546 Dew Point Development -20OF in 48 brs.
(Subm) Itted tinder NOAX& 1"461.05).
7- Vision Ext=tons- Ltd- Parts complying with PVC-AAMA 303-11. Vohngary Specification
for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by
AAMA Fenestration Exterior Profile Certification Program. (SubmwedunderX0 4 JVa IS-
0409.05)
8- Vision Extrusions- Ltd- Parts complying with PVC-AAINIA 303-13-
(Stibm Ned under NOAXe. 15-0409. 0 5)
9-, PVC-AAA1A 303-13, Voluntary Specification for Rigid Polyv�yll Cbloride TVQ Fiderim
Profiles for Vision Extrusions, Ltd_VEX-1 by AAMA Fenestration Exterior Profile
Czftification Program-
10� Notice of Acceptance No- 18-1217.14 issued to Energi Fenestration Solution. USA- Inc. for
th& "Tan 3040 & light shade (uon-white) White Rigid PVC Exterior Elumsions for
Windows and Doors", expiring on 010V2l.
11. Notice of Acceptance No- 1"122.02 issued to Energi Fenestration Solution, USA- Inc, for
their se mi '"Thke Rigid PVC Exterior Extrusions for Windows and Doors7. cqm'm'g on
012V23-
1_1 Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solurtiom USA, Inc. for
their "Brout & Not shade cap coated White Rigid PVC Exterior Extrusions for
Windows and Doors-, expiring on 04/16.125.
F. STAMEENTS
1. Statement letter of conformance to FBC 7d, Edition (2020), dated 04,22-2.0. issued by
manufacturer, signed and sealed by Anthony Lynn Millim P.E.
2. Statement letter of no financial interest and of independent. issued by mantifamirer. dated
044 80-0, signed and sealed by Anthony Lynn Miller, PE.
3. Private Labeling Agreement document between PGT. dated 033CV15 and signed by all
involved parties
G. OTHERS
1. This NOA revises N0A# 17-0420.06(PVTw)CG1) and updates toFBC2020 (7*Editiou),
expiring 04!21 lQ I -
2- RER Test pimposals #19-1155 dated OV10,120 approved by IshaqI. Chanda- P.E., expiring
04,114�21_
E -5
I � ("'. i -s � , �� , /,-I " �-
hhAq L Chand2, P.E.
Product Con" Unit Superviaor
N'0A No. !1-0106.03
Expiration Datt: April 14.2016
Approval Vat*- March li, !0:1
INOTICE Of ACCEPTANCE: EVEDIENCE SUBMITTED
B. TESTS (continued)
5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC. TAS 202-94
3) Water Resistance Test. per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Lo2dingper FBC, TAS 203-94
6) Foxed Entry Test. per FBC. TAS 202-94
along with marked-W dravings. and vistallation diagram of vinyl slidmg glass door, prepared
by Fenestration Testing Lab- Inc.- Test Report No. FTL 8_1549� dated 11,0&15, signed and
sealed by Idalmis. Ortega, P. E_ (rest report revised on 12/0-4/15 and G' 24 1116)
6. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94
2) Uniform Static Air Presswe Test- per FBC, TAS 202-94
3) Water Resistance Test- per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up ftwings and installation diagram of vinyl sliding glass door ' prepared
by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12�W 5, signed and
sealed by Idalmis Ortega, P. E. (rest report revised on 021512016)
7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC. TAS 203-94
along with marked -up drawings and irts�ion diagram of vinyl sliding glass dom, prepared
by Fenestration Testing Lab- Inc., Test Report No. FTL 6638 (samples A-1 flnu A-22), dated
11/19110, signed and sealed by Jorge A- Canso, P. E. ISubmitird tinder N0.4 X6. 11-
010704)
8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94
2) Uniform Static Air Presnue Test, per FBC. TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94-
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Press= Loadingper FBC, TAS 203-94
6) Forced Entry Test. per FBC, TAS,2021-94
along with aviked-up drawings and installation diagram of vinyl sliding glass door prepared
by Fenestration Testing Lab, Inc-, Test Rep-M No- FTL 6337 (s2mpks A- I thru A-5)_ dated
I I%/10, signed and wled by Jorge A. Cauw, P. E. (Submifted under NOAAo. 11-
0107.09)
C. CALL CITLATIONS
I - Andxr verification calculatms and structural analysis, complying wah FBC-2014,
by PGT, dated 12,1093 5and last revised on 0-1,115,116- signed and sealed by
AnthonyL Miller, P.E. (SubwhiedunderN 0A.Ve. 15-1210.011).
2. Gluing complies with ASTW-1300-09-
Ithaq L Chanda. P.E.
Product Control Unit Suporrisor
NO-41 No. il-812105.03
ExpirationDate- April 14,2026
Approval Datej March 16, 20.11
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: ]EVIDENCE SUI
3. New Evidenct Submitted
A. DRANMGS
1. Drawing No. 111Y-14,370.0 Rev B, titled 'Vinyl Sliding Glass Doof NOA (LMY', sheets I
tbmgh 21 of 2 1� prepared by manufacnner, dated 10?05,15 and 1= revised on 02/0112 L
signed and sealed by A. Lynn Miller, P.E.
Note 11m rievision consists replacement of same exi0mg installation screw with flat head.
B. TESTS
1. None-
C CALCULATIONS
L None.
D. QUALITY A S.StT&4,.NCE
I. Mi2mi-Dadc Department of Regulatory and Economic Resources (RER).
E, MATERIAL CERTIFICATIONS
L Notice of Acceptance No. 19-0305.02 issu�ed to Kurairay America, Inc. for th&
"TrosifoK, Ultrack-ar, Clear, and Color PVB Glass Interbyers" expiring on 0710&n.4.
7- Notice of Acceptance No. 17-080&02 issued to Kuraray America, 1�c. fcc their
"SeutryGlast (Clear and WMte) Glass Interlavers". eqiring on 07/04023-
3. Notice ofAcceptance No. 18-1106.10 issued to Vision Exwjsim Linjited for their"Brown
Coated (Painted or Laminated) White Rigid PVC Ex*rior Extrusions for Windows
and Doors", expiring an 09130124.
4- Notice of Acceptance No- 19-1106.11 issued to V ision Extrusions Linited for th6r series
"NT 1000 Tan 202 and lighter shades (Non-Whitie) Rigid CeRular PVC Exterior
Extrusions for Windows and Doors-. expiring on 12P29J2 1.
F. STATEMEN"IS
I- Statenwnt letter of conformance to IFBC Th Edition (2020). dated 02/01)'21, issued by
ntanufacturer- signed and sealed by Anthony Lynn Miller. P-E
Private Labeling Agreement dated 03,1001 between PGT Industries, Inc. and CGI
Windows and Doors Inc.. signed by Dean M. Ruark, P.E., VY. Engineering- on behalf of
both companies.
G. OTElERS
L This NOA revises & renews NOA# 20-0429.05, (PLA w/CGI), expiring 04114P.6.
2. 1he current associated PLk CGI fik- #21-0205.01, expiring 04/141-16.
E -4
15. t'.. 7 � - Z 4,t n -1,
I&haq L Clasuda, P.E.
Product Cooffel Unit Suptrrisor
N'
.OA No, 21-6205.03
Expiration Datt: April 14,2046
Approval Da -to- Starch !c 2;*.,1
PGT Industrie% Inc.
NOTICE OF AC CE PTAINCE: E VIDENCE SU. BALITTED
D. QUALITY ASSITILAINCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)_
E. MATERIAL CERTIFICATIONS
I . Notice of Acceptance No. 1-54528.14 issued to Vision Extrusion Limited fortheir
"INIkke Rigid PVC Exterior Extrusions for Windows and Doors-. dated 03134 5.
eqxrmg. on 09/30/19.
2. Notice of Acceptance No. 16-0920.08 is�sued to Vision Extrusion. Limited fortheir -17E
1000 Tan 202 and lighter Shades (Non-Midw) Rigid PVC Exterkor Extrusions for
W, Indows and Doors", dated 12/08116, expiring on 12,029/2 L
3. Notice of Acceptance No. 1-"528.15 issued to Vision Extnisim Limited for their
"Brown Coated (Painted or Laminated) Whke Rigid PVC Exin-ior Extiusious for
Windows and Doors", dated 0&113/15, expiring on 09300-
4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,
Inc. for thew "TAN 3,040 and Lighter Shades (Non -White.) Rigid PVC Exterior
Eumsions for Windows and Doors" dated 09115116. expiring on 01-0412 1.
5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutioin USA,
Inc. for th& "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 09115116, expiring on 04/16aO.
6. Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA,
Inc, for their -'White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10117, expiring on 0128/18.
7- Test reports No(s). 10-W--792(A), 10-06-MO527- 535753-09. per ASTIVIE-84,
ASIND 1929 and ASINID-635. issued by EXOVA toVision Extrusion for cellulosic
composite material
(Submitted under.,NIOAX& 11-17107 04)
8. Notice ofAcceptance No. 14-0916.11 issued to Kuraray America., Inc- for their
"SentryGlast (Clear and Whke) Interlaver', expiring on 07*4/18.
9. Notice ofAcceptance No. 16-1117.01 is� to Kurmy America, Inc- for thek
-Trosifolt "track-ar. Clear and Color PNB Interlayers", expiring on 07V8fl9.
F. STATE11ENTS
L Statement letter of conformance with FBC-.0Ed1don (2014) and FBC-64*Ediflon
(2017� issued by manufactmw- dated 0&'14/17, Apoed & sealed by Lynn Miller. P_E_
Statement letter ofno financial interest, dated 04/1&17, issued by manufacturer, signed
& sealed by Lynn Miller. RE.
3. Letter of lab compliance, part of the above test reports.
4. RER. Test Proposal No. 17-0397. dated 090517, signed by Ishaq Clmda. Pl-
G. OTHER
L Notice of Acceptance No. 15-1210,01, issued toPGT Industries, fortheir Series
-�5570/2770" Vinyl Shding Glass Door (Reinforced) - UAU". expiring on 04,11V21-
E -3
Uhaq I Chanda, PX.
Product Control Unit Supwriser
NOA INO. 214ZO.9.03
Expiration Datet April 14,21026
Approva I Date, Alarch 2S, :021
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MIAMI- MIAMI-DADE COUNTY
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PRODUCT CONTROL SECTION
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA, LLC
a-
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DMARTMFNT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (796) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
_1_� (D
(D
NOTICE OF ACCEPTANCE (NOA) m".miamidL4e.&ov/econom1
1.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
0 0
Cast -Crete USA, LLC
6324 County Road 579
A.
DRAWINGS
"Precast ",
A.
DRAWINGS
A.
DRAWINGS
CL a
0
—0
LL_
Seffner, Florida 335M
1. Drawing No. FD4612, filled and Prestressed Lintel Details sheet I of 1,
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of
C
co C)
.+—
Co
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing Alo. LT4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT461Z titled "Casi-Crele 4 ", 6" & 12
Cf) CU
-0
C)
>
SCOPE:
"Cast -Crete 4", 6"& 12"LintelSafe LoadTables", sheets I through 3 of3, preparedby
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I
Lintel Safe Load Tables ", sheets I through 3 of3, last revision dated 06112114, all
.— E
(D L_
a)
2
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both
through 3 of3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P, E., on 08119114.
C/) Cl) 0
-0-0
M
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CL
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P. E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
-1-.0
U)
<
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B.
TESTS
March 22, 2012.
B.
TESTS
(AHJ).
1. Test report onflexural testing on 4 ". 6 " & 12 " Precast Concrete Liniels Filled and
B. TESTS
1. None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
C.
CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and
1. None.
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Hamon, P. E.
C.
CALCULATIONS
prepared by Craig Parrino, P.E.,signed and sealed b Craig Parrino, P.E.
y
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
1. None.
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C.
CALCULATIONS
D.
QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
fails to meet the requirements of the applicable building code.
Parrino, P. E., signed and sealed by Craig Parrino, P.E.
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs.
2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
E.
MATERIAL CERTIFICATIONS
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Parrino, P. E., signed and sealed by Craig Parrino, P.E.
E.
MATERIAL CERTIFICATIONS
L None.
Zone of the Florida Building Code.
1. None.
DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels
D.
MATERIAL CERTIFICATION:
F.
OTHER
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
1. Quality 4sten; Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1,
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1. Letterftom Cast -Crete Corporation, dated February 03, 2012, signed and sealed
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
z Cast -Crete QualifySystem Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A.
DRAWINGS
date by the Miami -Dade County Product Control Section.
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07
1. None.
z
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details"., sheet I of 1,
A.
DRAWINGS
LABELING: Each lintel shall bear a permanent label with the manufacturees name or logo and the Miami -Dade
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1. None.
B.
TESTS
County logo.
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
1. None.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008.
B.
TESTS
C.
CALCULATIONS
W
change in the applicable building code negatively affecting the performance of this product.
B.
TESTS
1. None.
1. None.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
1. None.
C.
CALCULATIONS
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
C.
CALCULATIONS
1. None.
D.
QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
mi
any section of this NOA shall be cause for tennination and removal of NOA.
1. Mone.
D.
QUALITY ASSURANCE
E.
MATERIAL CERTIFICATIONS
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. None.
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
1. By Miami -Dade County Building Code Compliance Office.
be done in its entirety.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
E.
MATERIAL CERTIFICATIONS
1. None.
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
shall be available for inspection at the job site at the request of the Building Official.
1. None.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E4 and
00
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
�imy'A. Makar, P.E., M.S.
elmy A. Makar, P.E., M.S.
I
C-Aielmy A. Makar, P.E., M.S.
Z
-upervisor
ontrol Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 0911112023
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Page I
E-1
E-2
E-3
E
Cast -Crete USA, LLC
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04
9.
NEW EVIDENCE SUBMITTED
A. DRAWINGS
A.
DRAWINGS
I . None.
I . None.
B. TESTS
B.
TESTS
I . None.
I . None.
C CALCULATIONS
C
CALCULATIONS
I . None.
I . None.
D QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
40
1. None.
L None.
F. OTHER
F.
OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
U)
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast-
>
A. DRAWINGS
Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E.
0
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
>
CL
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets I
C)
through 3 of3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
40
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on
0
January 22, 2019.
B. TESTS
0
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERI[AL CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversionfor a name change.
CU
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C>flelmy A. Makar, P.E., M.S.
Heirny A. Makar, P.E., M.S.
Z
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
z
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
<
Approval Date: 08/20/2020
Approval Date: 08/20/2020
_J
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SHEET
NO.
August 10, 2022,
PA 1,5
L I ECO -
M0D1lCJrJLVALU&UQMRtrQXX&U-NAMM 2
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TILLIT TESTING A ENGINEERING CO 1
------- - --
WTT`FiRA-TTLLM
2.2. TEST -REPORTS;
Large missile Impact and fatigue load tests were performed under Protocols TAS
6. MATERIAL CHARACTERISTICS AND-SPEC11FICATIONS:
Shall be strictly In accordance with General Notes and Components indicated on
TILLIT` TESTIN13 9 ENGIN09MING COMPANY
- . I- . 11 .. .. ..... I... I -- .
2.L TES1 REPORTS*
Large missile Impact load tests were performed under SSTD 12-99 standard as
iv-,P.S. alle
P2 ��].Co
YL �1117
201, 203 as per section 1626 crf the Florida Building Code. Uniform static loads
sheet 1. 2 and 22 of 26, of Product Evaluation Document [P.E.D.), drawing
WALTER A. nLLn. nLI RL tilteCO0.1,00431
PRODUCT EVALUATION REPORT .,rp U-M.
per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
ITCALi-M,00167,19
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No.20-176. Anchor speclifloations shall be as Indicated on sheets 1, 7 and 21 of
F LL. I-,. 10. "4ALV19
SocUon 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
Testing, I nc., Reports # 96-509 dated 08/0911 996, #96-570 dated 09/1 8/1996.
26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
Lob of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William
PRODUCT E"LUATION REPORT
#96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina,
REPORT NO.: 20-0727.02
R. Mohner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
P.E., Fenestration Testing Laboratory, Inc. reporte # 2032 dated 0411811998 and
0219.01 -09, dated February 26, 2009, signed and sealed by Edmundo
# 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS AND CONDITIONS OF USEd
DATE: July 27, 2020
Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact andrycllc
REPORT NO.: 20-0720.01
0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
P.E. and Henry Hattem, P.E.
7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
PRODUCT CATEGORY: Shutters
Building Code. Test Report prepared by American Testing Lab of South Florida,
DATE: July 28, 2(120
Tensile test report No. DCM-1 97 by QC Metallurgical, InC, dated March 13. 2009,
on sheet I of 26, as well as General Notes X I thru 4 and I I thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
PRODUCT SUB-CATFGORY: Storm Panels
Report No. 1123.01-10, dated November 23,2010, signed and sealed by Julio E.
Gonzalez, P.E.
PRODUCT CATEGORY: Shubm
signed and sealed by Frank Grate, P.E.
prepared by T111tow, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
PRODUCT BUB-CATEGORY- Storm Panels
2"TRUCTURAL ENGINEERlN0J:AIJCULATL0.H%
7.2. Product may be installed witthin HIGH VELOCITY HURRICANE ZONES as
PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
Tensile toot report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2000,
signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Toot as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on section 1620.2 of Me Florida Building Code.
per OC Metallurgical Report No. I OKM-1 MS, dated December 1, 2010 signed
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind load, as wall as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: Glabill-EndwAlanpilliduCIL-LINIQ
and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
MANUFACTURER: Global Pralliecdon PJV&XbLLLG.
length based on rational and comparative analysis, and In accordance with
section 161 8 of the Florida Building Code. Calculations prepared by 111tece, Im,
7.3. Product shall only be Installed Into poured concrete, concrete block, and
wood frame
4800 S.W. 51 Street
2.3,37RUCTURA -
48M S.W. 61 Street
Davis, Florids39314
dated I 1 103108 and 0311211 5, signed and sealed by Walter A. Tilift, Jr., P. E.
structures.
Davis, Florida 33314
On 24 Gage Galvaniz:eld Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
1. PURPOSE OF EVALUATION;
L MISSILE IMPACT RESISTANCE0
Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
1. PURPOSE OF EVALUATION!
length based on rational and comparative analysis, and in accordance with
This is a Product Evaluation Report Issued by Waller A. T11111% Jr., P.E. (System
Large missile Impact under section 1B26 of the Florida Building Code, as per
TAS 201 Protocol.
No? 44167), President of Tilleco, Inc. (Florida CA-000671 9).
This is a Product Evaluation Report Issued by Walter A. T111111, Jr., P.E. (System
section 1004 of the Florida Building Code. Calculations prepared by Tiltsoo,
I nc., dated 12J1 Sti 0 " 08/27/13 (for this revision), signed and sealed by Waiter
ID # 19013) to the Global Protection Products, ILLC, Rule Chapter No.
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
A. 111111t Jr., P.E.
01020-3, Method ID of the Florida Department of Business and
4, WIND LOADS RISJUAMM-
,%WHI1111011"'i 4
N,
,0,'t�k N - Tlk 411�,
,
..............
61020-3, Method ID of the Florida Department of Business and
Prolliesslonal Regulation.
20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
Maximum
,
�'k 4 IN
1�1 .
.
-
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A., ...
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Prefesslonall Regulation.
3. MISSILE IMPACT RESISTAKFE.
Large missile Impact under section 1609.1.2 the Florida Building Code,
This product is being Issued an Evaluation Report as described heroin, and has
been verified for compl lance In the 2020 Seventh
pressures. panel length shall boas Indicated on sheets 8. 10, 14,15,
16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
1 � -
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This product Is being Issued an Evaluation Report as described herein, and has
been v"d for compliance in accordance with the 2020 Seventh Edition of the
of as per
SSTD 12-09 Standard and TAS 201.
accordance with Edition of the
Florida Building Code, and to verify that the product Is for the purpose Intended
20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
-'*]
, I*'!.----- - . i
?,4,-i� �- -X�'-
Florida Building Code, arid to verify that the product Is for the purpose Intended
at least equivalent to that required by the Code.
14, 15, 1 7. 18, 19. 20 25 and 26 of 26, at Product Evaluation Document (P.E. D.),
.11 STATEOF .,--:9,:1
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at least equivalent to that required by the Code.
drawing No. 20-176.
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4. VMND LOADS RESISTANCEa
This Product Evaluation Report shall be subject to review and revision in case of
...... .... �*�
,
,-,,O,1;9/0N,A`l. ,,V
This Product Evaluation Report shall be subject to review and revision In case of
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
Maximum
a Building Code change that may affed Its limitations and conditions
5. INSTALLATION:
Installation shall be performed strictly in accordance with details indicated on
14011111111till,
a Building Code change that may affect its limitations and conditions
pressures. panel length shgllbe as indicated on sheets 3, 9, 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
2. EVIDENCE SUBMITTED&
2.1. PRODUCT EVALUATION DOCUMENT (P.L0.4;
sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 2e. of Product Evaluation Document
(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
WATU
D1 TILTECO ADMON RIECOROIS k P.R. REPORT.20 %GLOBAL PROTECTION PRODUCTS. LLC � 20 GAGE
GALVANIZED STEEL STORM PANEL% ORY1004,20-1W REPORT# 2D,Dn"i
2. EW12ENCE SUBMITTED:
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18of 18, otProduct Evaluation Document (P.E.D.), drawing No. 20-175.
Drawing No. 20-176, tMed "20 43AGE GALVANIZED STEr
;L STORM PANEL",
Indicated on sheets S. 14, 16, 25 and 26 of 2e. of Prodvct Evaluation Document
(P.E.D.), drawing No. 20-176.
2.1,PRW QT EVALUATION 02MENT-M&D.).
24 Gap Galvanized Sleet Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
DrawingN .20-175, Otled'24 GAGE GALVANIZED STEEL STORM PANEL",
Tillit, Jr., P. E.; dated 07/28/2020. This drawing Is an Integ ral part ,%1P Is
Evaluation Report. ,1411 (Flo",
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shoals 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Wetter A.
Tillit, Jr., P.E.; dated 07/2712020. This drawing is an Into
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5, INSTALIATION:
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8, 12 thru 16 of 18, of Product Evaluation Document (P.E.D.),
drawIng No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3. 6, 13, 14, 1 6, 16 and 18 of I 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-175.
. 11, MATERIAL CHARACTERISTICS AND SPECIFICATI01%
Shall be strictly in accordance with Gen" Notes and Components Indicated on
sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 18, of Product
Evaluation Document (P.E.D.), dravAng No. 20-175-
ANIMITATIONS AMID CONDITION OF US :
7.1. Shall be strictly in compliance with General Notes No. 1 o 8 thru 14, Indicated
on shoal I of 18 of Product Evaluation Document (P.E.D). drawing No. 20-175
prepared by Tilteco. Inc. and signed and sealed by Walter A. TIM. Jr., P.E.
7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1020.2 of the Florida Building Code,
7.3. Product shall only be Installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
No. 44167), President of"nItsoo, Inc. (Florida CA-0006719).
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COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
gagaa-mm: 83) - CASE rWT PRECAST SnV4. OR PRECAST CONCRErE PANELS. STUCCO OR WOOD BOARDS BE FOUND 04 NE (SCALE 1/2-I-) 1/4, 2/4, 3/4. 4/4, 5/3. 7/5,
6NALM A" CUSTRAD WALL AVIVIAS SMALL BE LONG DOUGH TO RL4CW THI. MAIN STRUCTURE BVIMD SUCH PANELS W/10 2W/10. 3W/101 4W/101 6/5
1W
I STORM PANEL W" ON THIS PRODUCT VW UAtION DOCUMENT (PC 0 1 MAS SEEN VER"M FOR COMPLIANCE ,N ANCIODRAGE SHALL BE AS MENTIONED N 0 1) AND IN 6 2). - - ,..-..-. .- . 15APS' (TOTAL WOTH) - - I � - - . �-, - I .--- -- - 15IW(TOTAL WON) I I - 5VV/IW. GW/11 & 7W/11 I
ACCOPICAPiCE WITH T4 2020 Qth EMION) DO- �17 FLORIDA EIRADING CODE (c) TQJ=Rfi-MO.imW-MLMLuMM..;.�--Dlk,miL� - - - - --- - -- i2 Sw (ErrECTIK *VIM) I - � `1
DES WRAID LOADS SMALL BE DETERMINE AS PER SECTNDN I $70 OF THE AWM MENWAVED CODE. - 1/416 TAPCOw ANCHORS. AS MMAMAACFURED Orr I 7 IN SU&M, AK: -3" vm__ ANCHORS, FOR CONCAVE SEE SCHEDULE ON SHEETS 0 & 9 .3: MAX_
PONOTRAND SPEED AS REDUORED In THED - 014-10 PAINEIALIt FEMALE AD AND PAINIFINIATE PILUS AWClKft AS MAINUNFACTURED 80 LLCO CONSTRUCTION PROOLIGIS � - .. . � - I -6 1/4* - ,--- ---- . � 7 - . 15,250. - -- .- ----. - -1 11
JURISDICTION WHERE THESE SHVMRS WALk K INSTALLED AND . � . � i .,\ I' LAO Tom WOOD SCE SECTIONS ON SHEETS 10 4 11 MIN,
"A A DINIXTOIALFIV FACTOR Kd-O 05. USNG ASCE 7- fill APO S�W- NOT EXCEED THE MAXIMUM (A S D) - 1/4*0 LAC SCRII PER 4 CLS� I ,- 1 3po- - I - - t3fio' - '5W 1 ; bact. -� - ---
.1 - � �, -, ,
DESIGN PRESSURE RATINGS 04XAIW ON SHEETS 7 THRU 12, 14, 15, 16. 19 III 20, - 7/16*0 � 5/8* WOOD SUSHONG, AS DfSTRNBUTCD By ALL POINT, SCREW. BOLT III SPECIALTY CO I I I I ^ I I I � �, 13so-1 , OD34" MOL THICK r- 1.3w - ,",I � 6 0 , a 6
- " SIT
I - . - � , � -- � � TA�:T' I .1 ----"... .- --,-.-- I
IN ORDER TO VERN'I TkE ABM CONDITION. %AFANTE EW34N WIND LOADS DrTTRWN4ED PER ASCE 7-18 T. . I akw)aw STED, I . I
' al ��. ' � � . -, . - 7 - . 7111-7 -� --- �i At" /
" � ' , I ,
C 1) MINIMUM THREADED PENCIVIAnDh IWO WOOD OF TAPCON ANCHMS 9 - , ASTW A-4541 , �i)w D.M..0 1 ....... T- --rr- ---,-", -r- ! � . ,�� . -1171 "
SHALL BE FIRST REDUCED TO A SO, DES)CIN OND LOADS BY MULTIMYM THEM BY 0 6 IN ORDER TO QK1 BE I I/?' AND 2- FOR EIC'O PAINCILMAYE PLUS � . - (�)- @. T . ! � I
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AM PANEILMALC FEMALE O � I I COOK so I . -
CMIAK THESE lh� MAA (AS D) DESIGN FIANTILAIN' RATINGS AMENCATEC ON SHEETS 7 THAU I �, 14. I$, I$. 19 a 70 � "I-' 2 eS7P O Our "AN THICK "DUNCR,� ., 2. , Or ,� I b -i717-r
14 - EDGE �* 0-40 GALV "MCI � I I !` : ,-7 1 Ilt-=II
C 2) MR4MAIM t4AEACED PENVOLATION OF LAO SCREW. AN'TO THE ROOD CRAME UW SJWL 9T 1 112- No FINEACCO , �. - , =F , , T- !
_ Aa _
IN QADVt TO YOMPY IMT AN04CM ON IRS PC 0 AS TESTED WERE NOT UNOER STRIESSFID. A 331 NOCAWA " ALLOWABLE PCIACIPAINON INTO StUCCA) SHAL at CONSIDERED AS PAW OF THE REQUIRED TKRC4DtD PENCYPAIION. _ OV#& A,� I ----I- 17- ( "
_
STRCSS FOR ONG LOADS WAS MI USED w THEIR AMMvVS, FASTENERS SphCpr� To WOOD K%S AAE% OVEPARAWD AM I -11��AX -�-�g EDGE , I I r I i i i 1 2
ACCORDANCE WIN ALOS, 20115. C3) MINIMUM EDGE DFSTANCX OF LAG SCREW$. NOD WOOD WALL K AS R40CATM IN THIS DRAWING A I G-60 Q%LV1 AR A _ � .... 1. , ___ �. _ �
�L�a, - , � I ,
� . AIL A 411LIF � I ! � I I ! ! Co -
- 4BR -1:W i / .
S70RM PANOWS AOEOUACV FOR IMPACT AND WIND ArMANCE 'VS OLEN VCWWD IN ACCOPOANCA WITH SECT" 1626 OF - � ---- � . . ------- - I - . - - I I . - - - � � � .... I I � ! 1 � 1 � 1 1 i I= -
" ryp ASTW 4-M - . tf I I I . I , @-O. (� 1-I - I I I I 1 ! ,
2.000' �40 MONACO QkWAIM SIM /�a�, " - ZODO X�-;, -e , ME)OMED TYP. I T (D-@ - -
. . \ awar AID BETAIL �J - :�-
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- =- r- em
THE APOSE ME fIONED COD( AS PER HURRICANE UAGqNrEqNNG A, FESTAO INC RIDhOOnS C 4) MINIMUM PENETRATION 0 WOOD BUSH04 SMALL BE ,5/6' 1/4- 0-20 SCIRM LIM SMALL N I i/2- LONG M"MUM � . -I Il I - ------ I I I 1. �! 1� . - � !, � , � to � 'M "I C,
OI , WT a OI AND - , -M I,- , I - I I 1 , , , - i 5 -:1
FENESTRATION = LAO INC. REPORTS 12032 A, #2124 . AS PROTOCOLS 7AS 201, ?AS- 207 AND TAS-"3 V40ULD SIV= CXISFFAND 1* MINIMUM FOR WALLS WIN NO STUCCO - , . - -4.250. - -- . - i - � � , I L � -] : I - - - - � - t -- I cli
AS AAM AS AMEWCNI TEST LAS OF SOUTH FLORIDA RCPORT 0021 9.01 -09. AS PER INS . ., " - T - , I , I , ><
,
TAS 203 STANDARDS. 201. TAS 202 AMID C5) *4 CASE IW PRECAS' S109AL, OR PRECAST 00NOCIU71 PANELS. STUCCO OR WOOD BOARDS BE rOMD ON THE COSMIC a) STORM PAN 0 END XMW PANEL I . : � ! 1" - I . =
2 ALL ALUMINUM EXr*AiONS TO K $063I ALLOY AND TEMPER (UNLESS OTHEIMSL NOTEDI SEE SHM 2 WALL. ANCORS SMALL IN Low ENOUGH TO RFACH THE MANK STRUCTURE WIAND SUCH PANELS -'-2.1&7. . , - i , I 1 I 1 I I � . I 1 = -= LA- CL-
ANC-NUIRAGE %KAU OF AS MFMTKM IN C 1). C 2) a C 4) ,� 3r I I i i 1% C= -
I ',��- - r I � - 1 1 1 1 � I �', f - i i -= C'4 -=
I ALL ALUMINUM SHE" METAL USED At CLOSUM -41ALL ,IAVt 3JQ5-H14 ALLO, -.�, 1, t ;, . I ,- I I . I I I W CZ cc
.
(0) ANCHORS SHALL BE 4ISTALLED FOLLOWING ALI OF THE RECOMOONDATIONS AND SPECIFFCATOOKS OF ?HE ANCHOR'S MANUFACTURER I" 1�;, I ------ ----,- - I . i , I - - -I: .
� . 250" - 2 � 187" 1 i. I - - - - - - - - - � i C14 3;5
I,- I" I I ! i I I � , 1 '111 4, 1 -
I I 100' sff� .1 I I BOLTED PANELS IN/ 1/40-20.1'
A ALL SIM SHEET METAL PAW" 944L HAVE IrRUCTURNL OUALF" STEEL. ASIA, A-653 CRADC W MMAANAO� O-W Avan 1 IIAND Lip It a 125' 1/4-P-20. .121: 1 � ; : . I i
GALVANIZED STEEL CCSIOMAIRON W/fY- 54 5 - (AFTER ROLLED) 6 PANELS MAY AL.SO K PISTALLED HORWONFALLY $10ALLCIANG WSTALLAY10k DETAILS SHOWN ON SECnON 5 NROIJG,t 10 (SHEETS 4 �� iw 1.2w - - � - : - =s4s � I I I I
.I/ 444-ii 1!06�� 1-" I 100* . r,*. M".,,, - ,7W- UNWLIED PAPILLS -T W
, : , - , ". MLS. DOLT W/ 7/8" It 3/32' ;1 CL -= QUI
IHRGLION 6) cACEPT TWA? MEAOM CD A 0 94ALL Not BE USE" - - I . (SEE SECTIONS AS I ! I i � OWGNVTS 0 EAL GVERLAP
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5 ALL SCREW% To BE SINCESS Stal. 304 OR 515 AIR SERICS OR CORROYON RESISTAW COATED COMM !;7M As PER , ,N,KLP=` .. - � --r 11; PaN. I to NO I 0= 0 TO ANCUT 0 i : ,
DIN 50DIa41W1/3bQ AN, YIELD SIRFNGTO AND 90 kai TENSILE S Emom At SIALL COMPLY A/ FLORIDA PAAU#NG CODE 9 11 SHAAA BE THE RESPONSOUrf OF TK CONTRACTOR 10 VCR1rY " SOUK'DNM Or THE STRUCTURE WHERE SHUTTER Is TO IN , I I 1 ,2 11r at. 12 1/7' &C APPLICABLE) i I ; (SU SECHONS AS APPLICABLE) - C=
, ATTACHCD TO ANSVRF PROPER ANCHORAGE IMM SHUrDt SIMLI ON Y OF ATTACHED tO / "�, - I -, - - , to.0111 Der - I �-�Imw, 1 1 1 1 � I I � I i I , = - -cc
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SECTION .3.4 CONCRETE BLOCW OR WOOD PAAML ': 1, . - I i , I I ! I , � i I
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INAZIMUS .5�� I -- 3,375, ". ; . � . ! - I 1 I - L ; L
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SIRINGIN. 10 EACH REGULAR SIORM PANEL ON111i UENGTHIS OWN IV-9 TOROUGH 12'-4'. AS PER SECTIONS 6. S. 9 & iO AMC ALTERIATWU NW. 0150-"��:�!:!- 11 "� 2, S" OGA: - I PON, I F LL , , 3: -
" IN 1OW ON '>M113 -5. 6 A 12 RICSIPECIINIFL:�, SKAAA Y VW9%t MARKING MFRUC mcmwk , � 1 , I ,1-�t' t J;Al C _-,, I I . I I I i l T W -=
- - �� 000 , I I I i �� i i , , 1
2.125. 2 , boo., ut I ,.L I . i � - , . - I , , 1� � , I .1 -1
I AWMRS In WALL SMALL BE AS FOLLOWS KWE A aGWE AND WADIL TWO DINNER OR %:L- 375.1 i ,: 175' I " ! � I I ,,a i . (i W
TCOLAM TC SECURE PANELS WIT4 APPLICABLE RVWORCDKMT OUROC PERIODS Of �RRCAAE WAROWNG - SIS I I I i .
isFr I - I I I I I I , I �11 C: =
(A) [Q. LNZff.iWJ=--r1QWJ= I I THE INSTALLArOON COKUWIQR IS W U.AL/CAULK ALL `R4UFT[R CfA1PORtMT EDGU VMIC14 REMAIN IN COWrNNWUS CONTACT "To / I IV/ I � -1 ... . L' - S* MAN. . . - -1.500, - ,--I Va.- I . � � I � I , I Ilu . !! :�-,
- 1/4 7APCI* MC14M as MANUOINCTURED of I TV MALI*A, INK (Mo I'C-3192 P'.) IRE SUALDING TO PREVENT WNND/RAPM INTRUSON. 1� -, 1 1 1 % C= -a -M
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- 1/4*,., 1/8' CALO-00 ANCHORS. AS MANUFACTURED BY DEWAT INC (MIN I'v-3000 p..-i.) ISOMETRIC VIEW MTAIL t . 2.000- r� - n!!�� 000, - :�30` i I ! i � I � 1 1 1 1 - I
f I ; � W
- ,/.,. 4 3/4* SOLV-SET ANCHORS. AS 06TRSUMD BY ALL POINT SC14W. UOILT A, SPT�CKFF CO 12 STORM PANEIL 0MOILLAtION SHALL CANNILY WITH SPECS *OCAMO IN INIS DRAWING PLUS ANY OVOLDING AMC 2DNWC REGA&AMMS ROUNDED CORNER 0 ENDS Of PANCL'S nek D.M..@,@. I - = E
(M. CI, - --1 L � I --- � ' �1 -- I I -- & I i
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POCNOED BY TMIE JUPJSDCnON WAM PERMII 15 APPLIED VO - -�& L .- - ... - - . - - - . 9 1
-3000 P,,) ENO LIP W1 MONACO EDGE, @ I I I 46 I a a 10 � 9 I* -T 0
- #(147-10 PAALLMAlt FEMA1f ID A PASELMATIE PLUS AWROAS. AS MANUFACTURED PY ELCO CONSTRUCTIQN, PRODUCIS (N.T S) (�) 1111" H (�) IULHLAM (�) &= �q JUIIGUIE WIT114 STUD, @ ANGIIIJE WITH ' ' C�- C.)
P. I J LA) THIS PROULGI LVALLATM DOrUM1MI (P F 0 I PREPARED V. TMIS ENGINEER IS GENEW AND COM NOT PORI INFORNAPON 3' PINK
ON :-33aO P-) FOR A SITE SKOFIC PROJECT, - 9 WKPE Ill( SITE COMYTKM DrImATE FROM THE PC 0 REVMIE STUD -
- . III C, TAP-GPP ANCHORS. AS NVOLUCIURED OF -RV-FAbt CORPOPULINON (",-3600 p .0 I - -I WAD I, MO - I' MoN -
14 (�)-@.0-@- &'- '. " �l /4. *2/4, 3/4, 4/4. 5/5, 7/5.
W CONTRACT I TO BE REVO"SU FOR INE SELECTION. PURCIIASE AND INSTALLATION INCLUCIPIG LWE SAFTY, Or THIS PRODUCT . 2" Dr. IW/10, 2W/10, 3WI10. 4W/10. &P
X 1) k*NMM EMKOWNI OF TAFCVN ANC40AS INTO POUND) CO"CACTIE SIMLA K 1 3/4'� a, FOR PANFLWATF FEMALE BAND ONCIM411 PLO �-6/5
C AM PAKEMAIVE PLUS AM I 1/4- FOR Cr TAP-WP ANClORS PROVIDED HE/rot DOES MCI OEWTT FROM " CONDITIONS DETAILED ON J"M DOCUMENT - = _f- A 1/14 a 2/,A 0 374* -,.75W - SW/10, 6W/11 & 7W/11
CONSIVAXr*N SAFETY AT SITE A THE CONtRACTOR'S RESPONISM M I ;rl TOO DCA - -- -D�O-
T I W. PANEL I"t ,GPI -in . A .4"ORS. FOR COWAIDE SEE SCHEDULE ON SHEETS 6
A.2) CALK -IN A, WLIO-SEI ANCHORS $kftj OF EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT ROO 10 IHIS PRODUCT 1VALLWnOM DOCUMM *At SE CONSIDERED, INVAUD IF MODIFIED � : , I P, , f - , I IF ��44 I I l.'r � � I . .. -111 .I FOR WOOD SEE SECTIONS ON SHEETS 10 A, I 'k I .. � . __ - -
CCO SMALL K PERMITTED 1 ,.407"i .3" my .. U I. I �
.
STU t/4' 0-20 SORM USED SMALL BE I 1/2' LONO MINNAVIO SHOULD STUCCO EXIST i .11.1 - 3 � : I - I 0401
IV I' MINIMUM FOR WALLS WIT4 NO STUCCO, AND MAT BE HEADI UREIIVi OR ALI INWADED SCREWS WJO 14CAU, WU SITE SPEI POOJECIS, tiHAL K PREPARED BY A FLORIDA MEDSIE;NED ENWACEA OR AAAMr1rCT WHICH WILL BECOME TO* I . - - r 1,01, I - .1 -I - I . W
ENJ7 (NOINCER Or RECORD (E.0,R) FOR THE PROXICT AND 000 WILL BE PESPONSW FOR, TME � : - I - 15 - - � - 10 . . I '"', 'W A� '141P. t a � 15, ,,.I
Wn" wm NNITS I , 011d , t.2 ,�
.
PROPER USE OF THE VIED. E"GINDIR Or ACCORD. ACTING AS A DELEGATED EAGOEDI TO CHIL t a's .DLE FOR - 4 III, ..,.,a � J
A 3) ON CASE Wf PRECAW STOK. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD DCARDS BE FOUND OA# IT P I 0 WINNER. SHALL S~ TO THIS LAMM TWE SIM SPECIFIC DRAWINGS FOR HEYEW LOCAI'm AT - ..." ,J) A Q ELEVATION
EXISTING WALL OR FIOGR� ANCHORS SOIALL BE UGHO COUGoK TO ACk14 THE MAN STRUCTURE SO" SUACm r-M "^a DOURO ear , I I . i. I" ;�r LS'
PANELS ANCHORAGE SMALL K AS MENTOGNED IN A Il AND *4 A 2) (A) EtHIS P.ED SVALL BEAR THE DATE AND ORIGINAL SEAK AM SIGMANNIF OF TK PPAXIFESSIC44AL I - oft .00' � I OBO ... I I I � I I '.
- �064, N.T.S.
" NIGIANEVA OF RECORD THAT PREPARED IT 7.000, (1) KEY HQUE WASHER ,\-�,/ ;___ 2OW - -- - -".)
111) !OILNS��N`12 AS �M~A'.�IJNAOJ 9Y I I ON @LALDrX, INC t4 SMORTEIR MANWACIURIP'S L4KL 94AU 91 LOCATED ON A W-ACKv 'ASALE LOCATION At SYORM (�) -r TRACK AmaLE g 3ZANO or TRACK (7) FiAT ptarn I/V M... GAP
I . 7/9' PANEL SHVITER IN ACCORDANCE ARM SECTICIN 1700,R�3 OF FJOAACA SUILDJMG CODE ONE LABEL I I .- O"* -1 2 57*
/4' 0 CALK -IN ANCHORS' AS MANUFACTURED By DC*ALI "C CANA` I tboo P a i) - (M..) - 094' ON
- 114*0 X 3/4' $"-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, SOL; * SPECALTV CO SHALL WE PLACED FOR EVrRY OPONONG LAMM TO COMPLY WITH SCCTKIN 17VO 9 2 OF �E 0.034 ��
FLORIOA BUALONG CODE � WITH STUD tutL O~ -1 " WILEY)
(NO 4� I 800 P A., ) GALVANGFED STEEL , . , . � 1 1�14*! A, -A 1�
I114-110 PAINEUNTI! FEMME IV AND PANUMATt PLUS, ANCIMRS, A'S MANUFACTURED EN, LLCO CONIS ON -- BE - M. W ,ONO ! ...... - -�k� W"\=
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-RODU is (MIN V-2071 p,.1) EZr-AWn:VT.:%'1AIE � rl.;�. I � r V . - I ... .. I , ,e�� -� ./frN \ /-\ /,W\ /
37 I S - 1.011. ,E -. I - \- \--/ .-I
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to I I lWWMuV LtAWDMEW Of ZAPCON ANCWXr*. EAX0 PANELMATES M40 CIF TAP-GAflP ANCHOR. INTO f ILL C . , - No,- rLoNtot, BUILDING CODE (1119h W&I Hur me Zarul) _I r ' !!A �'n I . No, 44167 *1
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I -.. 1 20 GAGE GALVANIZED STEEL STORM PANEL DRINK AN— I CASJ-_ �: _ JL4;�C NICKEL : ` Waft M"M at STORM PAM TP C6) : I .. 44167 * .am "item W. 20 SAGE GALVANIZED STEEL STORM PANEL FP
9.21 CALX�lh 4 SOLIO-SET ANCHORS S,AL1 BE I.MBE-DOID ?IS- INTO THE CONCRETE BLOCK UNIT NO : NO. 4 67 `. ITT mvta
INTO SIV=�OW1 BE PERMIFIND �/A` 0-20 SCRIEWS USED SMALL BE 1 1/2- LONG MINIMUM ' .I, . / . t 2!W 125 - - IPS, TED W44 MUT V. ... .. 20 GAGE GALVANIZED MEL 11, 1. o� IFY
24;
EXIST. AND I MWILANmi FOR WALLS 1117� 40 STUCCO V, �-� Z�� I -- CLOW MTECTION MDUCTS, U.C. '.a (� KEY HOLE VC6, 0- -- . No .
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NOTES!
1. INSTALLATIONS ARE ONLY YAW FOR BUILDINGS WITH A�S.D. DESIGN LWS
UP TO +55.5. -72.0 p,v,f. AND PANLL*S, LENGTH UP TO 8*-S'
2. FOR NEW WODD FRAME CONSTRUCTION! WOOD MEMBERS TO 13E SOVn4ERN
PINIE W 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
commilit AN041100
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(SECTION AT Top is ummm To +35.3-vv MW SCAC 1,41- - I-
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Do
UFE SAFM PAMELS MAY OR MAY NOT K INVALLM ADJACI TO REGULAR PANELS
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OR
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6 SEE SHM 4 rGR DETAX APPLICABLE TO THE NECESS" FOR THE INVALLAT*N or
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MAXIMUM A.S.O. DE=N PRESSURE RATING (a.z.f.) AND CORRIESPONDIN
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SPACING SCHEWLE FOR REGULAR SMN PANELS INSTALLAIMS
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gum
IV THE MLOWAG WFML MR —
mm� To w ftimL Nov=
VACM =ft= um FKIW WALL HOT
1jr
BE Lm roam wmm SPAM M"u
Nk EACH ANCHOR TYPE ON I" SO4OLU
9-2 kWO STORM PAINEL SYSIM
I E-Z HONG STORM P44U SHOWN ON THIS PRODUCT IVIIALLIATION DDCLWM (P.E.D.) HAS BEEN VERIFIED FDA COMPLIANCE IN
ACCORDANCE WITH THE 2020 (7th MON) OF THE rLORIDA KKVJ#G CODE.
DESIGN WIND LOADS SMALL IT OrTUNAWD AS PER SECT" 1820 Or THE ABOVE MEWTIONED CODE,
FOR A THE JURISDICTION WHERE THESE =RS KM:ST�
FOR A 85, US04 ASCE 7-16 AND SMALL CE^j M (X)
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26.
IN ORDER TO VERIFY THE ASM CONDITION, ULTUAl DE344 INNO LOADS DETERMINED PER ASCE 7-16
SMALL BE FIRST REDUCED 70 L&D. DES" WIND WAGS BY MULTIPLYING THEM BY 0 6 N ORDER TO
TO COMPARE THESE W1 MAX. CAA 0) OCSION PRMM RXIINGS INDIMED ON SWEETS 26 & 26,
IN DOM TO VERIFY THAT COMPONENTS AND AAKAHORS ON THIS P.E.D. As TESTED, WERE NOY MR STRESSED. A 33X INCREASE
IN ALLOWABLE STRESS FOR WHO LOADS WAS bM USED IN THE. ANALYSIS FA57EWRS SPACING TO WOOD HAS SUN
DETERMINED IN ACCORDANCE WITH M.O.S 2015
SIERRA PANU'S AOEOUAZY FOR IMPACT AND FATVX RESISTANCE HAS KEN VERIFIED IN ACCORDANCE Vlt" SEC" 1626 OF
THE ABOVE mDroxv coDE As PER Fc"csminow TESTING LABDIMLIM. Nr REPORT IT 2032, AS PROTOCOLS IAS-201,
TAS-202 AND TAS-203.
2
WS01,Tj THE 41 OF 01 LADDER OR Lln� THIS APPLICATION IS VALID TOWN INSTALLATION 15 INTENDED TO BE PERFORMED
FROM NSIDE Of STRUCTURE.
3. SERIES 1000 INSTALLATION IS APPLICABLE YET SINGLE AND DOME HUNG STYLE WINDOWS WEN INSTALLATION IS REQUIRED 10 BE
PERFORMED FROM THE INSIDE Or SIRLMNE
4. SERIES 2000 INSIXJAIION 6 APPLICABLE TO SINGLE AND OOU8Lt HUNO AND �ORIZCNTN SuDERS STYLE WINDOWS WHEN
INSTALIATION IS REWIRED 70 K PERFORMED FROM THE INSIDE OF SIALCTILIRE.
b� ALL ALLIMMAN DITRUSIONS TO BE W63-TO ALLOY AND TEMPER (UNLm OTHERWISE NOTED)
6. ALL ALIJMUM SHEET METAL USED A? CLOSURES SK44L HAVE 3105-H14 ALLOY,
7 . ALL STEEL SKEE"t METAL PANEU SmAli. HAVE StRUCTURAL QUAl STEEL. ASTIM A-653 OWL 50 Min., CIALVM07ED STEEL
DESIGNATION Ill 58.5 kill (AFTER ROLLED1.
0 ALL SCRIM TO K STAIAALM STEEL 404 OR 316 A15i SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
W038 W/ So kv YIELD STRENGTH AND 90 im; TIENSILE STRENGTH & SHALL, COMPLY W/ FLORIDA SUALCIND CODE SECTION 2411.3.3.4
W BOLYS TO BE ASTM A-307 GOAVANIZED STELI. OR AM 304 SERIES STAINLESS SIUL WrrH 36 kv MINIMUM VIELD STRENCIN
10 ANCHORIS 10 WALL SMALL BE AS FOLLOWS -
(A) LQb9=1
1/4*0 TAPCON ANCHORS AS MANUFACTURED BY ITIN IRALOEX W. (Mik r-31112 06.1.)
1/4' 0 X 7/6' CAUK-IN ANCHORS, AS MIA"ACTUMED BY NWALT INC. (MWP p.&i,)
014-10 PANIELMATIE FTMAJUE ID A PAN11MATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONS1*wnON P"ODUCTS.
(f,c-Lw P.*.I,)
ALI) WINMU EMBEDMENT OF TAPCON ANCHORS INIO POURED CONCRETE $HAU IN 1 3/4* AND 2* FOR PANELVAtE
rEJAPkE 10 A, PANftMl PLUS.
A.2) MINIMUM EMBEDMENT OF 1/4'0 X 7/0* CALK -IN ANCHORS SKUL K IS 7/6* INTO COW-RM, NO EMBEDMENT INTO
MY FINISH MATERIAL SMALL BE PERMITTED.
1/4' 0-20 SS SIDEWALK BOLTS USED SKALL BE LONG EMOUGH(S"OULD ANY FINISH VATUM DrM TO ENGAGE 3/4'
1111C, ANCHORS.
A.3) 04 CAM THAT PRMMT STONE. PRECAST CONCRETE PANELS. ON PAVERS BE IOUND ON rHE EXISTINO WALL OR
FLOOR. AKCMORS SMALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04 FANIO.S. ANCHORAGE SHAU
Of AS MEWTINED IN A, A) AND IN &2).
L wwwl',
1/4- 0 TAPCON FACHORS AS MANUFACTURED BY IT W. BUILOrX. IMC
�/A - 0 X ?/8' CALX-IN ANCHORS, AS MANUFAMURED BY DrahtT INC (V-1100,
4-10 PANIELMATE MMAILE 0 AND PAMELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
PRODLXTS W) F
Q
a e-
4;:;10*0 PANCLuAlt KOS w/
. 313r wm Hip W&V
(BEYOND)
POURED CONCRETE
OR CONCRETE BLOCK
REOLMM
WALL filgj�l IATM
2 UU SAFETY PANEL
SCALE 31W-1-
91) MW#WN EMBEDMENT OF TAPCON ANCHORS AND PANELMAtE 111DAILE 10 & PAREU&ATE PLUS INTO CONOtEre
BLOCK SMALL K 1 1/4-
11.2) M"" EMBEDMENT 0; 1/4-6 X 7/4' CAl ANCHORS SMALL K IS 7/r INTO CONCRETE
NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL K PIURMITTED.
1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ANY FINISH MATERIAL EAST) To
EN(AGE 3/4- INTO ANCHORS.
&3) IN CASE WT PRECAST SIGNAL. Oft PRtGW CONCRETE PANELS BE FOUND ON THE EXMT94G WALL,
AN000AS SHAl BE LORD ENOUGH TO REACH THE MAIN STRUNCrM BEHIND SUCH PANELS. ANDHORAIGE
WOU BE AS MENTIONED IN 111) AND IN 8.2).
(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMLWOATX)NS AND SPECIFICIlkTIONS, OF THE ANICHOR'S
MANUFACTURER,
11 it SKALI K THE RESPONSIBILITY Of THE CONTRACTOR TO VEMFY THE SOUNDNESS or THE STRUCTURE WHIEn SWMR
11 TO BE ATTACHED TO IMIUIRE PROPER ANCHORAGE. THIS SHUTTER $HALL ONLY K ATTACHED TO CONCRM BLOCK
. WOW FRAME
12. THE MISTALIATION CONTOACTOR 15 TO SEAL/CAAAK ALL SHUMP COMPUtDa EWES WHICH REMAIN IN CONTINUOUS,
CONTACT WITH THE BUILDING 10 PREWAR *NO/RAIN INTRUSION CAUU( AND SEAL SHUTTER TRACKS ALI AROUND FULL
Lrmml
13 STORM PANEL INSTALLATION WALL COMPLY WITH SKCS INDICATED *I THIS OKAWIK PLUS ANY BUILDING AND IONINC
REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
14 ATRIUM *NOM MO DOOR$. INC. r - Z HANO StORIN PANa SYSTEM- IS FAMRIBE PBNNNN
15, (4) THIS PRODUCT EVALUATION O0CM" (PE.D.) PREPARED By THIS ENIGINTER IS CENTRIC AND DOES NOT PROVIDE
INFORMA11ON FOR A SITE SPECIFIC PROLWCT; 4. WHERE THE SITE CONDITIONS "TE FROM THE P.E.0
(b) CONTRACTOR TO BE RESIPONSIOUE FOR THE ULWITON, PuR:m4S AND INSITALLATION INCLUDING LIFE SMXIY Or
THIS PRODUCT BASED ON INS P,LO� PROVIDED HIE/SHE DOES NOT DINUITE rROM THE CONDITIONS DETAILED ON
THIS DOCUIMEWT CONSTRUCTION WTTY AT SITE IS THE CONTRACTOWS RESPONSIBILITY.
(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MIMLO IF MODIFIED.
(4) SITE SPECIFIC MACTS SMALL K PREPARED BY A FLOP" REGISTERED ENGINEER OR ARLWTECT VOIC" WILL
INCOME THE POn,�&,RECORD CE I% =T IND WHO WILL BE RESPONSIBLE FOR THE PROPIER
R Or pECOW..),r
W
USE: or THE ED ENGINEER TO THE P.L.D. ENGINEER. SHALI
SUBMIT TO INS LATTER THE SITE SPECIFIC DR"W4 FOR REVIEW
(A) THIS P". SHALL WAR THE DATE AND ORION& SM AND S*MATUff OF 741 PROFESSIONAL ENGINEER Or
RECORD THAT PREPARED IT
IS. STORM PANEL MANUFACTUREWS LABEL SMALL BE LOCATED ON A WWLY VERBLE LOCATION AT SlOAM PANEL IN
ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDA BUILDING CODE GOT LABEL SHAUL BE PLACED MR EVERY QPD#No�
LAKUNO TO COMPLY WITH SECTION 1700 0,2 Of THE FLORIDA BUILDING CODE�
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COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 1100.) INSTALLATION QLTAI FOR SERIES 2000 AND 1000 E-Z HANG STQRM
(SCALE 1/2-l') 1',174 b, W/onw/00.0 1,0 TIME NOTE 2 KLO" 3- mw 2'/24 111, 1'/24 10 on NOTT 3 GRUP" PANELCI)INTO POURED CONCRETE 08 CONCRETE BLQCK
EACH no comwm A.Mft SO 11 CONCRETE somcm
SCHMULLON
FDA om sor4w-
2-511t, OF 0, 841117! 9�wdvvmm ONK I Win
0.9i'm .Vm
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IS. 196* (rMAL WIDTH) Lee ""NAl 4 *am 4
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- I -N . YN W.
W FOR m alm 0. OW 21
sm Him 4 To SAW 0_
"J1EU&m cryp)
3� KFANATION SEPARATION MOIL IAHOOUILI
IF— 4/ro-OW4, TO CLIM
Do imp cowcom ANICTANN, SET _34 �amL-
W/ HORNET EDGE AFTE, 'lir I To
%CN[Om ft ww wit WOOD WOMEN, 1�;In naar. Ca_
0.0
PANELS—.— 94M 0~ L
DOW
ALWAYS K PROVIDED W1
0- Zv ON /am. (D -1 j
TO BE INSTALLED AT EACH <
TYPICAL ELEVATION FOIL IES 2-000 TYPIM ELEVATION FOR
12E 12�5: E-2 HANG STORM PAN L I SYSTEM W INTENDED TO _#_AA0
"M or STICK E-Z HANG STORM FANA "SYSTEM ZSIDIE Or STRUCTURE
50' SAC 14 wou vw - I- I
-11., Ma GAR if
ow 1/4. A.. GAP,
_ArI/lr N- "P
I 5_7 -, X*7 7 \ 7 7 7 7 j
ISQUETRIC VIEIN L A ON' 777-2mKI K7"l
ODC*
FOUNDED COONS 0 ENDS OF PAWL'S
END UP W/ HEMMED EDGE
SECTION 8- cu
(NLTS) SECTION A OU 3/3r - I' Q�
9/w. I- L Q_
.0 AA
—2,000* J 5' M. NOTES (1). DEFIN11130111 OF gffMM 101310, E - 2 AAMG STORM PANEL SYSTEM COMSIFFNQ OF PANEL
IRACXS AT TOP A, PAMELK&n PLUS OR 15, LONG Tr
(1). QEnNMM-T_UB0Lj=: E - 2 "AND STORM PANEL SYSTEM CONSISTING OF PANEL V., BOTTOM W/ PARELVATM mn
K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP 80 PANELIANIES IF Mr
AM w w
_t. TRW" TOP & BOTTOM. (2). END PANELS SMALL AL#AYS K CONNICIlp TO 0 NO SILL WALL By MEANS OF
"j* Tmac PAtjE 2"llig"'fMajili) ALUM, ANGLIE C CDOX&V USP JOINTLY W/ 15 LONC END PANEIS or
I � PROVIDED AT TOP OF SUCH PANELS. I 'BACK Alr %030,
Ilpal! (2) SMALL ALWAYS SHl K W TED C 1A 0
11061-TS Alum. ALLOY WWO NUT 4.%ww.;w/s-v.,T AS
(r.=Lks &. F—me—i g
125* (3), IF/. WAI.L MO DiRE13 magnm ow, Cn
WZO
/7 SMALL CONSIST OF DESCOMM
K . or �7 Win T-LUBSCRIM (3) FOR CASES WHEN END POW APE AT WALL
EYTERM FLAT nAWD OF END PANEL END PANELS ARE NOT STOP VA _WQM0nW _ 0 no BUILD-OLff MOUNTMA
3KCIUMLL
EITHER OF TWO ON r SCALE 3/11-1" LAO cu
(4). IN CAM THAT END PANELS ARE NOT CONNECTED TO BOTTOM VWCX cl A STOP VA rSNA. BE PROVIDED AT TOP Or 4 3ftMW AM
To BOTTOM TUC OWRIAMO WHEN END PANELS AND SOME INITRIOR PANELS ARE DIRECTLY e MzLb SCALE 3/11.1- m
MOUNTED TO EXISTING 4
IS ONLY USED Alt TOP) AT LL4ST TWO PANELS SHALL BE CONNECTED (4) MR
:jr1MA, ONE WITVWR PANEL
USING SPECS INDICATED OR NOTT (3) ABM IN SVC$ CAM. COINVC11% OF PANELS ma BE USED JONKRY X :A1 TT BOTTOM TRACK TO WALL VVIL w MAN a
to BOTTOM IRACK'MAY OCCUR AT ANY PANEL LOCATION, wl Two PANELAIKTEs r SHOWN ON =1,ON AND TE _q or we C,
Win, EDGE DWANGE. FOR THIS 4
05B, (Typ') (5) SEE SECTION 1'. 3 Ar 4' ON S�EAY 24� SEE ANCHOR SCHEDULE 04 $MEET 2b. NOT NEED TO K CONNECTED 111? 4rs w
ED%= INSTALLED C-1 NATULA r-4N "ft *1 1001171 23
OCE SUCH THAT ADIACENT PANELS Q tr" At ROO S OF PANTI) HAVE x
THEN OVIAAPS MIMED BY v -Momm Or
NO. 44167 rLAMDA BUILDING CODE (fth Velocily Hurricane Zone)
FLORIDA BURVNG OWE (111191% Velocity N gone Zone) L---: 110110111 MOLOGINS CAN BE
ON IT, CITIES
eNa--r44167
FLORIDA BUUINC CODE (11119h Velocity Hur Gone Zons)l V 0
w w To &,AT ANY,
mwm cc CAGE GALVANIZED SIM STORM PANEL No. 4 167 "M lxww Pit 20 C" CALVAMM FA Relm"DOZ, z
FATE OF STEEL STORM PANEL OF 20 WE G&VAHM STEEL Sm PANEL
ORAM owm W. owm
"/swum
ORI r'. - M-7.
OF D. OLOBAL MOTECTION "/nIlm DETAIL I GLOBAL ROTECWN PRODWTS. U.C.
oft W.M.L. Ilr I' view x Tim n) z
@) STOP am GLOBAL MOTEMON PRODUCTS. LLC. MODUCTS. U.C. la" 11� 1i
3"m3"(Wax.) ALUMAMM m LK So saw 1LW a trw
Q*IL FL 33:1 MAIL FL M.
W.V. 9L =I- -we, 20-176 <
a A. !,2 PHONE, 0&4jM9-?bW FAIL FAM
6063-T5 Alurn. ALLOY We m An— . ft, ON _ `T�v
I* LONG W. ��.Lx �"W)ON-M 20-176 to" 6,, mit
oh-olowis. I I
WIL Dow" NA, or x
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- M;Ax n;Q lim'or _PANCL
W, F.%:Il,ilj,w�%,41,M -1 �k��'T.11111 4�l**117,;iIK7.)I-i",Wt9r"lF,T7-W-�-',��:1*�;-"Ii,7,T,]K'M7�IIWT'T.1'7r-i M
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A, rXIMIUMCM
D
AAuMAAp M:Icn $Room FOR C 0 - 3 1/2' -
- �
APPLICABLE TO
%vCnD"S 0 a
ANY toomvN
OF THEM
I ' 11, 2' (TOP)
VAMW PANEL
L04" v O")
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TAPC"
C.L.-
PAMOAAT% FRAME 0
;;'�-
to Comanim
10 CONCRETE
ELM
To CONCRETE:
" 91"C",
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12' _
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-
12'
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12,
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NO. -75.3
N/A
N/A _
N/A
N/A
N/A
Ill
121/2'
it"
'. (BOTTOM) -
?e* OR LESS
11"
II/A
6 1/2-
N/A
4 1/2'
14,10,
4 1/2-
N/A
3' (TOP)
E4,�_
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E
-
12'
.-
-
N/A
-
9 1/2-
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I
9 1/2-
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&WE SMELT " FOR MCHM TYPE & WVCM Eat WMAUATOW 040 WOOD
FRAME ft%"
MMKN NKIICR W*Co" NO MIMMUM EDW DW*P= AN MrATM ON 90
SCHEDULE FOR ED 1.0111 THAN NWA90 Olt SCNITKAJE �a ANCHOR SPACING
my 6"MYM wvtm SMYM C" SCHOAXE IN THE roLUNVM rACTO1tS. MR
110 OPDVMOW TO K POSOKL REDUCED VACM OBTAINED UMA0 FACTOR SI
0107 K LESS THAN WMM 1110"tiol 09=gtto MR EACH ANCHOR YM AT
ANCHORS LEM!Fc -
ANCHOR vm
, 1/41.
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(SCALE 1/2-l')
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. 12.500' CtFFECTNE WMH)- - -- - - - --- 1 .103, 1
Ii. - , .. a 1/4- ")__ --- � . I " r 250"L :
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- - - - - - - -1
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AMftS WALL BE IMIFULLED ALWAYS
flow LEFT 70 "Ill 1`1 I/r LED
AT DO AT LEFT SIDE OF PANEL
I I- __
3.315*
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+ RFOU*n M OWN" BETWEEN BOTTOM OF PAWL J 1/2-
-
M40 0 TO BE 1/2' ki I Mo.
++ RFCUWS Moic DISTANCE IMERIVEN BOTTOM Of PANEL
AIM Q) M 0L 3/16' kTil .11-1 -
I, 1. � , , .. --%.I;..
I
- 2.307' -�
I-
I ,-- .,.,� .
PAWL T tw_ LP .1 " I
W/ WARNED FEW >1 11 1_� I �'11 - I t*.Ob*
� I.;I I , �_
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A ..,- -1 I I ,I 33*; 0.2-70' j
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1 �16" _ - - I .67. 0.62S,
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. I � :_�_)_, ii,co.
11 2.250' -- to ISQMEM VIEW MAIL A ,3r �.4till_ I
I - 4�-1 ROUNCIED CORNER 0 ENDS OF PANEL'S
I END UP W/ KOMMED EDGE. t - slot. .am*
-2376' - ("'T.S)
2.500' ! .001' '067' (�) KEY HOIX WAMER
3 750' 4M ,D- 3105-MI54 ALUM ALLOY
1 .072' , (".) Ilestj .
� I __ - - - 1 2.12 �130" -
f Oft"
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2� 1.250 . I ]� .375' (�) -_
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- - 2.wo* - t - i __ A. ,AN 1- i"v10*"1 *� "I
720i L 1� _�
@ 91.111.0-OUT *F* 8 BUHM-OUT or TRACK @ & @� WASNERIED INNONUT im �-,.
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(11 L+l; ==OA=0LJE LDIMM Fail A ORION POSTIVE ALSA DESIGN LOAD.
L-� olj� Me A GIVEN NEGATIVE 4". DESIGN LOAD.
(2) PROCEDURE TO DENYA" VAXWM PANEL LBOM
GIVEN A POSITIVE A.2b. DESIGN LOAD, DEM30OW MAXIMUM POM LENGTH 'Lt' FROM SCHEME
OWN A NrARVE A6S.O . DVJIW LOAD. DETERMINE WXMN PMU LENGTH *L-' FROM 504MULE
FINAL AAX4AUM AULDWARE PANEL LIOWN IS Louis. TO Tit Woo OFIMM FAMM UMN
BETWEEN I..* NO *L-*.
(3) KL SCHEME BELOW MO to. PAWL LENGTH FOR POROSITY QUALFCATIDN.
...
� WSFMAAWG SM WOW ARE WM TO I 05 041 MAX &S-0. UMN PROISLIK RATs4
MI ==% ISPWO1111115"406"LOWD"O. DOW UMOG sk MAX PANEL UENGTHS FOR
- .on Tknm CC
*:, T. 44167 ' 1 24 IIAGE GAILVANIM VIELL STORM PANEL
; * I 1_____ - -_
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20-175
SIN~ $W
INSTALLATION DETAILS FOR REGULAR PANEL (1)
,,� -,' *J' INTO WOOD STRUCTURES .11 7 :. / I �'- :--,- 11 � �. - - - &: - -1 I— .. � - __ 1,
, I _ I _ . , � 11 SEPARATION I 61 I
. 11 .
I _. . , I �, WOOD ANCHORS . /I " I � -, il� - in CLASS. - , , - I
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(4) I 11r um IWAW cowolw #&A SWA.L K M NDIUM ON
L or I I/r um 9%= WR ONLY
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am- ..- %�CEAII .. - FLORIDA BUILDING CODE (Mon High Velocity Nut Gone Zeno)
itm�rm COMBW=N OF 99TION: I . INSTALLATION ARE ONLY VAL ID FOR MO. ALS 0. -' No. 44167 . : j "M TIMM OK. 24 UGE "ILVANIZED STEEL STORM PANEL F.P.1,
DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * , WAM In:
* _ r. stionro/vol"
TOP & BOTTO WOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - . * :* I " I M/Cm
U X-$'-. STATE 0 111NIECOitic. GLOUL PROTECTION PRODUCTS. 11C.
COMBI14ED IN WAY TO SUIT ANY ALTERNATE 2IV') . Z MI,
INSTALLATION. .. .m S.. S, STRAIT -
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .Ai-... K"""". - 1.0or., COAL rL Jz.
"It, .: DOW."
- `_
I 20-175
MEUBERS TO BE SOUITHERN PINE No 2, Wl SPECIFIC Nhit,)Z�"'-
Wt — P41l (W)�-TOW rM (964)M-M ft
I DENSITY OF 0.55 OR EOUAL � co, Cowie VA I-
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GENERAL NOTES
- .
&�� "'I"Bat (C) ID- , , Gshw ,
?IftnAMWM� �[V&UAIM
PR Rl
DOCUMENT (PLO.) K45 BEEN VMICO fOR COMPLIANCE IN ACCO E - .0 TFA—p-CW0% Mm, AS WANUFAVURED NY -J W BUILDEX, INC
WVIW IWE 2020 (71h EDTION) Or THE FLORIDA BUILDING CODE, THIS SICOM PANEL SHALL NO] BE ASTALLED AT HIGH - 14-10 PANCLMATE FEMALE ID AND PARIELMATE PLUS ANCHIONS. AS MANUFACTURED Ft ELCO CONSTRUCTION PRODUCTS,
VELOCITY W01RICANE ZONES BROWAft COUNTIES), 1/4-0 LAG SCRIM PER 140S
DESIGN WIND LOAM SMALL SMO=WAS PER SECTION 160 Of THE ABOVE MENTIONED C,OOE " A RkVC WINC : I
0 /46'# . 5/8- WOOD BUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT & SPECIALTY CO
..JR �Gool
SPI10 AS REQUIRED BY THE ISDICT WHERE STORM PANEL W11! BE INSTALLED, AND FOR A DIRCCTIONALITY FACTOR
KO-0.11S, USING ASCE r-15 AND SMALL NO EXCEEJ THE MAXIMUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS r 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHO" SHOU BE 1 112" AND 2' " ECCO PAINELMATE KLIS
3. 9 TMRIJ 12 is 17, 14, AND PAMEOMAL FEMALE (O
IN ..Ell TO VEILRY 1.1 ABOVE CONMM, ULTIMATE DESIGN WIND LOAM OrrDhNNM PER ASCE 7-16 SHNI, BE FIRST
",
REDUCED 10 � 0 OLSON PRESSURE RATING BY MULTIPLYING THEM ffs 0,6 IN ORDER TO COMPAINE THESE ill/ MO (AS D) CI) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME WWI VAIL BE 1 1/2' NO NAEADED
DCSCN PRESSURE RATINGS WItAlED ON $1411TS 3. 9 THRU 12 is 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION
IN ORDER TO VERIFY THAT ANCHORS ON THIS P F 0, AS TESTED KPIE W OVER STRCSM, A 33% INCREASE IN AU.011l
SIVESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS OEM OCTMNM IN C 3) MINIMUM EDGE. DISTAPICAT Or LAC; SCAlEft. INTO ill" SMALL BE AS INDICATED IN NIS DRAWING
ACCORDANCE WITH N'D S' 204
STORM PAl ADEQUACY FOR IMPACT AND WIND RMSTANCC HAS KEN VERITIDD IN ACCORDANCE WITH SEC" 115011.12 OF C4) MINIMUM KNIETRA!" OF WOOD PUSHING %"kt K 3/8'. 1/4- 0-20 SCREVIS USED SMALL, BE I 1/2- LONG MINIMUM
THE ABOW MENTIONED CODE AS PER ANKMAN TIEFT LAB Of SOUTH FLORIDA wowts j"i4.oi-oi AND 10211l AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WAIN NO STUCCO,
I 2-0 4k ASTIM E 330-02 STANaARM, AND AMEFACAN TESTWD LAB SOUTH FLORIDA REPORT 11)2301-10 AS PER
TAS-201 AND TAS_ 2O.t PROTOCOLS. ANCT AS PER CALCULATIONS PERFOWED IN ACCORDANCE W/ SECTION 16N OF _ C 5) 1hil CASr THAT PRECAST STONE, all PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON NE EAS7WG
rtORIDA BUILDING CODE WAL, ANCHORS 94ALL BE LONG 00=14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWIS
ANCHORAGE 94ALL BE AS MENVOWD IN C 1). C 2) A CA)
2 ALL ALUMINUM utimusioms to I* 6o63-75 ALLuy vo TEMPER (UNLESS otNE"sr Non-D) SEE SWEET 2 to) ANCHORS $KAU BE INSIALLED FOLLOWING ALL CIF THE RECOMMICHDATIONS AND SPECIFICAtION5 01' THE ANCHORS MANUFACTURER
3 ALL ALUWNUM SHEET METAL INFO AT CLOSURES SHALL HAVE JIM-H14 ALLOY 8 PANELS MAY AI.SO BE INSTALLED HORIZONTALLY FOLtCWWG INSTALLATION DETAILS SHOWN ON SECTION I T400urw 6 (SHEETS 4
4 ALL STEEL SHM METAL PANELS SMALL "M STRUCTURAL QUALITY STEEL ASTM A-553 GRACE 80 IANNAUM. O-W GALVANIZED THROWN 5) EXCEPT THAT HEADEPM 0 Aa SHALI. NOT 61C USED.
STEEL DUSIGNATION W/FY- 22 2 ks (AMR ROLLED) To 3 SMALL Or THE RESPONSAftrTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUMIN WHERE SHUETER IS To BE
5 ALI scirews To or volootas STEEL 3o4 OR 3ta Aisi stRis OR CORROSION RESWAw coATED ct"m STEEL As Q`h ATTACHED TO CoSuRE PROPER ANCHORAGE T" SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
PER BUILDINGS
5M;83 W/ So kV, YIEID STRIVOCTIM AND 90 kg� TENSILE STREWN MO SMALL COMPLY */ FLORIDA BULUNG CIODE SECTION
241 3.4 *0 EACH REGtkO STORM PANEI Wine LEWIMS OVER W. AS KR SECT06 1, 2. 6. 5, ol AND ALTERNATIVES Its, 31A At OW ON
SHaTS 4. S. 6 A 7 RESPECTIVELY: SHALL PAVE A LEGIBLE AND FICADILY VISIBLE MAWkK WSTRUCTRa OWNER OR TUM40 TO
6 BOLT$ TO BE ASTIM A- $07 GALVANIZED STEEL. OR AM XK SERIES StAINILESS STEEL. WIIH 36 kv MINIMUM YIELD SIVENCY" SECURE PAW I. S WIN APPLICAMILE REINFORCEMENT DORM PERM Or HURRICANE WAINANG
? ANCHORS TO WAki SMALL BE AS F13UOWS 11, THE INStALLAT1011 CCWTRAL70P IS M SEAUCAULA ALL SHUTTER COMPONENT [DOES iii"(34 REMAIN IN CONTINUM CONTACT WITH
THE BUILDING TO PREVENT *AV/RNN KMLVON
(A) TQ_u1SMr._p9v= 1CINGBET1
- i/4'0 TAIPCON ANCHORS AS V~ACTURLD By I,T,W BIALDEA. W (W� 0-1492 v.s.0 12 STORM PANEL INSTALLATION SMALL COMPLY WIN SPEC'S INDICATED IN THIS DRAWING PLUS ANY SiAILDING MO ZONING, REGULATIONS
- I /" 0 . 716' CALK-N ANCHORS, AS JANNUFACTURED By OEWAL I `NC PROVIDED BY JK JLOSMTOM WMIRE POW IS APPLIED YO,
- I/% . 3/4' SOLIG-SE1 ANCHORS, AS DISTRIBUTED BY ALI POINT SCRFIN� BOLT A SPECIALTY CO .)
(Mli, r.-Xm P...i) 13 ( THIS PRODUCT EVALUATION DOCUMENT (P.EV.) MPARED of THIS ENGINEER 15 GENCRIC AND DOES N(,7 PROVIDE 01FORMAMON
. 0, 4�10 PAKLMATE FEMAIE 10 A PANrUAkn PLUS ANWORS. AS MANUrACrURCD fry ELCO CONSTRUCT" PRODUCTS FOR A SSE SPECIFIC PROXECT; IV, WHERE 74 Sin CONDITIONS DEVATIE FROM THE PEO
- 1/4*0 ZAMAC MALIN ANCHORS, AS MANVAMM By DEMALT. l"C Ibj CONEMPICTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND #STAI.I.AtION OCLUDYNG LIFE SAFETY OF NIS, PRODUCT
A 1) ul"Ust EMOEDIAENT OF IAPV.OH ANCHORS INTO POURED CONCRETE SMALL IN 1 3/4', 2* " ELCO PAMEUMTE AND BASED ON THIS PE.0 PROVIDED HE/SW DOES NOT OEVIATE FROM THE CONINTONS DETAILED ON THIS DOCUMENT
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
I 3/4' FOR 7AMAC "Uh ANCHORS,
ZT EVALUATION OM&ANT WILL BE ODWSIDFREQ INVALID IF MODIEWD
A. 2) CALK_sol st SOUD-SF1 ANCHORS SMALL K EMBEDDED 1/6' INTO THE POURED CONCRETE NO EABEOMEW WTO (C) THIS PRODKJ�
'YVOCO SHALL BE PEAMIT'no. 1/4' 0-20 SCREINS USED SHAU BE 1 1/2- LONG Nownitum SHOULD STUCCO EXW, (4) VIE WECIVIC PROACJS SHALL K PREPARED BY A rIM" REGISTIEK10 Ekgft" OR ARCHflFCI WHICH WILL BECOME NF
AND I* ANNAAUM FDA WALLS WITH WJ SPJCCO. AND MAY BE HEADED SCREINS OR ALL NNIADED SCREWS WIO MEAD. ENWER OF RECORD (1! OR) FUR NE PROUIECT AND WHO WILL BE REW"611111 FOR THE
BUT WITH ""C sm PROPER USE Of THE P E D ENGINEER OF RECORD. ACTING AS A DELEGATED EIVONCEIR TO NE
P1 D ENMIll SMALL S~ to NIS LArtER THE SITE SPECITIC DRAWINGS FOR RtACIN
A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAKU, PAVERS. STUCCO OR WOOD OOMCIS BE FOUND ON THE
EXISTING WALL 00; FLOOR. ANCHORS SHALL SE LONG ENOUGH TO REACH THE ANN STRUCTURE OEHIND SUCH PANELS THIS PEO SMALL DEAN THE CATE AND 011*0ol SEAL AMU SXM%ft OF THE PROFESSIONAL
(.)
ANCHORAGE SMALL BE #5 JAINYOWD IN A I) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT
(a) rc���AMJWLL�Al"_-Jw It SHUTTEA MAMUFACTURLR*S LABEL SHALL BE LOCATED ON A READILY VISW LOCATION AT SIORM
PANEL SHUTTER IN ACCORDANCE WITH SECTION I 109 9.2 Of FILDRM BUILDING CODE ONE LABEL
- 1/4 0 TAPCON ANCUMORS AS MANUFACTURED BY I I W Bvkmxl INC. SHALL BE PLACCD FOR EVERY OPENING LASELMO TO COMPLY VAN SECTION tTO99.3 OF THE
- I/C # . 7/8' CALK -at ANCHORS. AS MANUFACTURED BY DEWAU, INC FLORIDA VOLDING CODE
. 1/4 . 0 x !/4" SOLO -SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SC*EW. DOLT A SPECIALTY CO
- Ill 10 PANELMAn FEMALE 0 AND PANEUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCIM Iwu%
.
- 1/4- 0 looll NAJUN ANCHORS, AS MANUFACTURED BY DCWALT. INC - 1114t,
.— ; ......
. .
. .
91) MINIMUM EMKOW747 OF TAPCON ANCHORS. ELco PAoVEXoAtC; MO ZAMAC WAIN ANCHOR. INTO THE �. ..
SIP .�xl FLOWRI BUILDING CODE (Non High Velocity atinil Zone)
$I" UNIT 50-Al OF 1 1/4. * .. . - - .
*
.
0,2) CAX-1 At GOOD SET ANCHORS SK&L.I. BE OWINECIDED 7/3* ,SM THE CONCRETE BLOCK UNIT. NO IiENI%,44 7 , I .� MN= Vol 24 GAGE 09WAMM STEEL STORM PANEL CA
. �w
STUCCO SHALL BE 11CIRWITIA. 1/4' E-20 SCIW" USCD SHALL K 1 1/2' L04G MINIMUM 514OULD 7 to EXIST. * -- "ATI"n
AND 1* MINIMUM FOR, WALLS *YN NO STUCCO, STA fTM GLOM PROTECTION PRODUCTS, LLC.
=4�..!,
jq% .. c � __ M.f.
,�i�L � �.. 3 TRW
9.3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FO .ICA D.0 Ji,ll -i75
EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH mg MAIN STRUCTURE 91LIAMO SWH .... Z:_M_:� - EM—F.-IF ru= AMCA; D"ANso Y"L M ixd-)W�, 20
-
__ ,:3 � ft
ANC#4OAAjGE SM0U K AS MENTIONED N 8 1) AND IN 8 2)
,: M .�....� �.,�
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INJO POURED
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DETAILS
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CONCRETE BLOCK
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STRUCIURES
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EZI/18.
EZIW/18
IlITION. FOR SERIES 2000 E-Z HANG STORM PANEL (f) SYSTEM
SCALE: 3/32'-1"
SECTION A -A
F N (31 N E E 141 N 0
ENoINKERiNG EXPRIE-2111111t
PRODUCT EVALUATION RrFORT
September 15. 2020
ApPillostion Number 17859A - R2
EX PMI Number 20-31543
PnxW Manufacturer All American Shuftm and Glass
Manufacturer Addrom 1540 DOMS ROW
WOW Palm Down, FL 33409
Product Narne & Description 249a Galvanized Steel Slarrin Panels
Large MIvWle Imped Revislard
Scope of Evaluatlon:
This Product E'ISM*on Report Is baing "Led in accorderice with the requirrimentis of We Florida
Dialientivent of Business and Ptafewskinal Regulation (Florida Building Commission) Rule Chapter
61 G20-3.005, F.A ' C., for shilewide acceptance per Method 1(dj. The product noted above has been
tested andillor evaluslod at summarizad herein to show compliance with the Florlde Building Code
Seventh Edition (2020) and is, for the purpose Intended, at letarl equivalanit to that required by the Code.
Ftle-evaluntion of title Product WNWN be ranstrod following pertlit Florida Buildini; Code modificiations, or
revisions,
Substn~ng Diets:
. PRODUCT EVALUATION DOCUMEll
EX ditawling #20-31643 Ittied '24ga Galvanized Steel Shirm, Panels (HVHZ & Nm4,VHZj', Shoals 1-5.
prepared trij Engineering Express, rultrisid & sealool by Frank Bennatilo, P.E. Is an Integral part of ft
Evaluation Report.
. TEST REPORTS
Ural" oWN structural performance has been tested in accord"cle with TAS 202 find standards Pat test
topot OBT-ASG-17-M by Blackwaser Testing, Inc.
Lat missile rmW issistance and cyck loading perbmmnco has been WSW in saccirdstive Won TAS
201 and! TAB 203 test standards per test rispon(s) OBT-ASO. 17-001 by Blackvistivit Teating, Inc.
IRING CALCULAIMM
Structural engineering calculations has been prepared which evaluale the product based on
comperittive and/of ralsonal Pennines to qusMV the following deep crileft
I Maximurn Allowable Span
2 Minimum Allowable Spans
3 Minimum GIs" Selparabon
4. Anchor Spiscing
160 SW 12"' AVENU& SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954 1 354-0660 1 (866) 396-9999
TEAN9EN(.IN51riiNGExPxess.cof4
E"GifilfRINGExPREss.com
T,
rjR x JUX
I* LAST PANEL(D TO BE INSTALLED AT LACII OVENINC SHALL ALWAYS BE
PROVIDED W/ PEAR HANDLE TO FACILITATE INSTALLATKIN IF INTENDED
10 8L INSTALLED FROM INSIDE OF STRUCTURE I
_QE SILHILS-.2aw E-2 14MG STORM PANEL 5y"T'Ify
��Fi GI FANUL _IC -I TRACKS TOP & W71DU
(2). END FANELS SHALL ALWAA Of CONNELTED TO BOTTOAA IFIAL),
OTHERWISE A STOP BAR(I)SHALL BE PROVIDED AT lUF1 OF SUC.
PANDELS
(3) if ENO PANELS ARE CONNECTED TO BOTTOM TRACK. COHNFC!I0N
SHAIt CONSIST OF 1/4*1-200/4* MS W/ III
NUI OR 1 /4"0.3/4 ' M;II THVMBSCRFW INJO TAPPED BOT70M
TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO
EXTERIOR �ILAT FLANGES OF END PANEL.
(4) IN EASE THAI FNV PANELS ARE NOT CONNECTED 10 WrIOW
TRACK (i .. A STOP BAR IS CNL Y USED AT TOP) AT I EAST TWO
PANELS sHAu or CONNECTED 70 HaTiom TRAcK us,Nc; SPECS
INDICATED ON NOTE (3) ABOVE $N SUCH CASE, CONNECTION OF
PANFI.S 71 BOTTOM fRACK MAV OCCUR AT ANY PANEL LOCATION
t INSTALLATIONS ONLY VALID FOR WIND
SPEED UP TO ZIC PjI. I
ENGINEERING
Page 2 of 2
All American Shutters and Cilass; - 24ga Galvanized Steel Storm Panels
No 33% increase In alloweble stress has bmm used In the design of this product -
Separation from Blaring Is not required for Installations outside of wind Zone 4 and essential fiscildies
Impact ftsistance:
Large Impact Restaterice has Dean demoristraled as evidenced in previously Isted lost reporlis), and Is
accounted for in the engineering design of this product,
Mad Load RaWstance
Thile product has been designed to insist Wind losmis as Indicated In it* spun schodule(s) on the
fe"clive Product lEvaluabort Document 0a. engineering dtawkig),
107stallevoill,
This product the# be Intsbalied In shrld complance with Its respective Product Evoluabon Document (1,0
Engineering drawing). along with all components noted theirain
Product components sW be of the materiall speolled in that product's impactive Product Evejuabon
Document (i.e. engineering driviving).
Umitations & Condhions of Use. -
the of Was product shall be in aW accordance with the respecove Product Evalualson Document (19
eingineering drewing) n noted herein
All Supporting has[ sUructurial shell be designed to talent 89 supailmicoved loods and she# be at a material
Isded In this product's respective anchor schadule. Host Structure, conditions which are riot accounted far
In this product's respective anchor schedule Sholl be designed fair on a afte-sparcific basis by a registered
protouionef vingfiver
AI(cDmpone is which are permerms'" installed shall be protected against corrosion. contamination. and
other such d:mage al all times.
This product has been designed for Los within and outside the High Voleady Hurricane Zone (Hill
Respectfully.
Frank Hermordo, PE
ENGINEERING EMESSN'
*PF.00465441, I Can Auth c)895
160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TIAN* E Nor Nti RINSE xPruess.com
ELIGINEERINCE xppfss, cam
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INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
TAPC04
CONCRETE BLOCK ANCHOR IS 12' Oc.
REQUIRED
I IAI WOOD
it IS ".7 woum
ANC OC
C9 I
D
r 2 -0,
% bull.
1/2 1/2
IT as 613s.
04H=
Ir-SEPARATION- I- MITI,
C"W"a To CLASS !(16*0
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LONNUM
CLASS" YET RW
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01
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IN S'�� PANEL 0 11 !___ - PANEL
LENGTH IF I LIHIGTH
V- It
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TO CLASS. SEPAR TM THILAMESCREW
IN to GLASSN
OF
1/4*11-29W Of
THUMBSCREW
07
70 l,'4'0 TAFKVN ANCHOR
0 12* Cc
1/4'9 TAPCON. 2-94- WOOD
ANCHOR 0 12 �=CXJRED
OR PLATE
CONCRETE NM$t ocoupw
REQUIRED
WALL UOUNTING WALL j"WnNG
SECTION EZI ALTERNATIVE E21W
SCALE 3/0- 1 SCALE 3/8-1"
III, TILI
FLORIDA BUILDING CODE (Mori High Velocity Nu Ica"s Zone)[
JIM= MiN. PANEL LENGTH o.4 24 GAGE GALYANIZED STEEL STORM PANEL at
I INSTALLATION ARE ONLY VALID FOR MAX A.S.D. DESIGN SHALL BE Z-15"
ZTN:
PRESSURE RATING +/- 40.0 p s.f AND d'-O' MAX GLOBAL PROTECTION PRODUCTS. U.C.
j STATE
PANEL LENGTH.
V,
2. FOR NE W WOOD FPAME CONSTRUCTION: WOOD -WO at S, %MIT
IZIP> -Tir IF ARV,:".F� CMFA- QAWL ft 3031.
T A' , _ =-
MEMBERS TO BE SOU HERN PINE No 2. W/ SPECIFIC a "W A"Ali 0'.1 20-175
a I N L�
DENSITY OF 0,55 OR EOUAL. _V -
ogn Is OF IN
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
WIDTH UNLIMITED
(PPRR To FAMN. $PAN) -
top MOUNT (CONN, p,
TYPE AS ;EQ D)
OPIIOW 41�20 911ITCH
KILTS WITH WASHERED
WINGNUTS FASTENED 0
OVERLAPS 0 MIDGPAN (VSl!`
e 44PPROMATIE SPAN TABLE)
PLAN VIEW
,his
ROTTO 4-TM-N,
(CON P
REDID)
MAYStAITIO J
06 0070M
TYPICAL VERTICAL MOUNT REVATION
N T S 1ILIEVATION
rap MOUNT
(c TYIPE-1,
(9PAN ABOVE
F-MOUNT
(CONN TYR
AS REQ-D)
a (LOCATION MAY VARY)
.ffi
L
BOTTOM MOUNT (OONN/
nPE AS REQ-0) (SPAIll BELOW -
OBSTRUCTION)
PANELS MAY Be NOTCHED I'S REQUIRED, OPTIONAL W'.20 Sm CH
;r OYSAND WINGNUTTS FASTr;I`1E!D 0
H71HkTCONNSCTT1 BOLTS WITH WASHORED
S AJU USED WHICH SATISFY OWMLAPS 0 M DSAA 4 (USE
SPANS ABOVE L EIELOW 001STA"TIENT. SPAN TABLE)
VERTICAL MOUNT ELEVATION
/-2"\ (NOTCHED PANELS)
\a./ N.T.S. ELEVATICN
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 CA" PANELS
MiliNSIUM $TUTUA FANEJ
SkfoulAiNNN I Rum rUbjs
tW,14Z,WWZONi4&t'�SENT]AA�ACii)llf5I
I)FUGN ALLOWAKE
INSIA&LATIONSiV16
INSTAUAt1ON%4RIAt1A
RF%U f SPAN (I T,4.1
IMANIVASOVEW&ADE
iHAN1VAbOV(UAA0!
4pv IN
I...
MD.
boo.
2 116
140
lon i,,
b Dfi..
lism
:t 4%
Mo
1.10 u 111
6.06 W,
1161,,
-� SS
lokkn-
_ 601.
.1�60
$32.
609.
q,bs T
-1
t
211).
I hill.
90""
-
4311.
SIGN LOAD S PANEL FAS"ER SPACING TO
TERMINE MAXIMUM ALLOWABLE STORM PANEL
%N. SCHEDULE 15 ACCEPTABLE FOR USE WITH
SITIVE LOADS LESS THAN OR EQUAL. TO
WIVE DESIGN LOADS.
. "PANEL FASTENERS' ARE STUDS USED IN
!I)UMMON WITH ALL MOUNTING EXTRUSIONS
.TRACK. STUDDED ANGUE. ETC ) USE 6.215'
PANEL FASTENER SPACING TAKE VALUES F0
H. AND *W-HEADERS (INCLUDING BUILD CIL
NDITI
I la! 1 �L- ,. 1.1-1
.......
MAXIMUM ALLOWABLE
DESIGN PRESSURES: ,V
:i
AS NOTED IN DESIGNI
DESIGN NOTES: I SCHWULE5
POSINVA
FOR M T MERIT= Mf NE"A"R
41P M A N
SEPARATE ENGIrNG CORDANCE WITH THE
r� A
IT
wmgD ',�W
LEM OF TH gv,0AqNrqCHAPTER
AIDA 8U;UX C
E&F KALk 11E LES. THAN
I I', N TIVX 0 ON
r.,.E no.
'Muz Lt$,,rto HeRIFIN FOR ANY
AS SHOWN.
4
GENERAL NOTES:.
Wien
.a EDITION 20 U& IMID" AND OUTSIDE OF EW
`AAL%4ANO
0, Sr pa IS' AT SM01MV
DID N TO ALL LOCAL ISUILDING0301 A14ENOMMIS WHIC
I - odes'" If LA 0 AS STA7M HE BIN WAY PIMAY
iDD1610"AL MIFIC SEALED eNGINEIT
t Tic 3:I_
0 L2
MAZON Of 16
1. rHEA NITKT WGINIFROFRECORDPORTMERICUINCT
OR THE I OFALLSLIPP TINGE To so CH
COORDINATED BY PNIUMITING C
0
THE CTOR
I SIPARAk,,s Ie . IF , I D 01
IIAND TM7 CS io EAL ErsM":ScFm A e'ou`
M 1) am LIS
MEIN.ICONT T 6 E N Of N 614 PAN IAL UL NSAS
I IN C NT T 6
�AY 0 R ULM,
TNP%
S DETAILED "BASIN IS OMINCIUC AND Ot NOT PKO.Ot
"FORMATION FOR A SPECIFIC STIM FOR SITE CONOFIZONS DIFFERENT FROM
IMSDITAL, DHIREPLAILICEN111 111811ft OR UWTIKgP
It 1, M
41JECON
RON K�l PARR SITII 09CIFIC DOC HE FOR use IN
ANESAIRES DIVIDIM By A 2.5 1%" FACTOR,
E ON ' NOTED
7Ii�po
iTHE IIA I * T HI R "CAL
0 D Ly
HAL L an
Lm a 'R%1 FIT
IN crad" THE ALU
E` Ed ,I M U4 A's
,A_ AN OR A
AN Ot pes
ALL AN -a. GA _ L DO
,i%
-a To_
_�O=_
.- A FIT
vilft� - VAN PS C Nis . "t V - `EL
a. I LL NA_ . T. A_
- -a- -. M -.1
INLMNS OTH
-a-Hit IN _NAIM1.
M
A BE UPRITTICALLY
An'. A, "YED ON
to AN -
FUN DA No III firsor. S ALL a......
47
At POHL .. . C ANOI.F.
IONr-c..'D CON L NC
IANUFACTUA RIS e
3, THE DN;m A
polar Ls To INSULATE OR Y,
I
gAT SVAL FIT ELECT
1JEWr
A, Its a
is PAL E 10 SIXTROMRAL AS
ADDITIONAL
941.15 COCO MINIT
OF (1) LABEL
VISIT
ITIRS'
1721�
-
467
;v1M1=LT OWABLE SPAN SCHEDULE
UAW]
=HF4
IF,
lizz
Rfwmw "'."N" c_.TI`H1 "low
I w" ."Allm 1%
1.r I,, . I I � IN, ILlIC', I IN, ". IT
OVINA. w"ALAY10'I it INTP 01!`T.["�
-In, INS)
'Al"ENIFIL a.
$ IIIINVIS
L 9 ONAL INTERIOR FASTENING DETAIL
.WS1.
X� To I V � 71
..A WAN I. AN�l"A
I- *I.,.
.11ct. 10
AL EGRESS
PANEL DUAIL
M FASTENING
lax-5 41W.N.,
all
7.
ALI
2:
990* 2190
61194' 621"
D L"'_ J 9 10 GA
.094*
6114" bpawl '4., 1, TIFF. 'i TYP
0.094'.
_O" 'L DEZ'
7W 2,000"
-.4 4317" "250. -4 2.oco- FIT
IZ" offitcL-liuT V dEm-
4- 62'
as
D. T..121
4�� oca"I
'03jr
I I's. ELD 1.39011 MAX 0 30'
-r.95 0.190.
12 5 �4vz L �1�
4 075' PANEL LIN" 1 NqT
DIANTIVII
I 11.360"L_ -JI,5601 BIG 0".. r1liz&. 0.376e. 0 37W
.500"P"AMIL COVERMAGI! TIT
OAM-NU I
T_ 0.090" 0,215,
T_ - S i*1 a
-0.09V No ,_Q.3DTj
TYP Tvp I
YEV60L
IRACII I, ,, a
.t9o,-
oft b
*AmLm
'F' Asia - 1011ENZM
04LAP
lit
$A" 2S" MAX.
23' MAY.
SUILD-OUT
EMED
IOTSIF I ......... tHatt,
?
Z, 1 3 920"
OVERLAP
23" MAN
M1. 1.5W
1.500, Ills
Ir MAX
FNt It, MIN Dart
Mato 311
ANCHOR SPACING SCHEDULE:
24 GAUGE PANELS, PANEL FASTEIII AS 6 12 %` O.0
2.5" MCIVIOLSTAINCIE
AMWOOL paramm
TVINK
NEYSLI up To W-61
WANUPTOV-r shNN UP TO W -10'
CANN TYPE
C, C, CR CA
CMU TYP CPU* TvP&
C1 C2 0 CA Cj C2 C2 r4
1,
ITITHALY UtTRACO'
0.9"
32.511
16,01,
20.2,11 Gla" 12.4"
116.01 9.2"
1 &1"
121,
T6.0-
- .91,
ag $.I- tZ
117
tj.r
��101 -
ISIC11 9.3"
a v
&3-
-1 T -1
12.3"
76-0 -
19.0"
L 1A. III I,,
Sit' &A- 12,11"
Sao- oil,
16.0- &1-
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5.41-
IN
16 or; ILI*
I-
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33
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52
72
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Tom
127. 97,_ 12Tt
MO. it 5'.
9
za.v,
241.011 11.9"
0` st
11.5 "
Wo
9.511 1121511
116.0" 11.01,
9.11"
v
is
IK`1 +1
40
It
71
129,
Is 011 36 &11
111,0'
1Z.5"
IS r-
111'� 12.41" 125-
1&0' 34 11"
11.9"
12.5"
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IS.V
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14.0"
ILS"I IOLS" 1 12.3"
10.0* JI.T.
io.1.1
LIST
12.11,
16.0'156'135'
U1.011 1414-1
11 5"
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1610" 32 51'
11LO. 12,31,
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12.5"
10.01 iLs"
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zz
24" so"
DESTANCIE
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ALL minirssotio art III
40
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12
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30 V' 14 1" 21 r, 12.1" JA W'
0 1" 711" #Z T"
100- LIL TO -
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10.0- ?.IF 6.3"
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T6.0" 77' 6,2"
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mot. 7.1 -- - I --
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AN
51
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4.4" 4.1" 0,28'
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WOOD aclift 41
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72
121T4
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7.01
3219"
6.2,
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12.11"
3,64"
9.7" 5,15'
12.5"
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v
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111 91
ITILY'l
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9.6" 5.6-
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SLO" Sfi*
U4`11-1/40411111t 33
YAP CAN '�FAS* III
72
--31
117!r
IASOI
12.
r
16,41,
Sr. iiiiiile
22'r.
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12,5"
11.1r,
26.0"ICA'
16 0`1 9.11,
12.5.
12.5'
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all
ISO"
ISO,
0.
911"'
'a..
a'
I
A' I FIIIR.Nil� 42
WOW PAM MC 46
* $0 A'
1
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1 32.51-
Ini It' 4 .
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13"
4 4"
"3"
12,4' 4,11" -1
12.1,
15.11" 5.1`1
29`1
it.3"
4.
12.r Ar, W
11-it, "Ll"
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22.7r. 4.r. .0
_11-5,
4251,
1? IF, 411,
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12 111,
1
12-1" 4.7" 40
ANCHOP NOTES:
I ANCHOKSCHEDULE APPLIES TO ALL. PRODUCTS CORTIFFED HEREIN, BUT ONLY PROVIDES
M0114UM ALJUOWAIUE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND FRISSILI RES INDICATED
IN 15PAN SCHEDULE SHALL APPLY.
A ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
MATERIAL, MANCHDATIPE SELECT DESIGN LOAD GREATERTS" OR EQUALTO NEGATIV
r
LOAD ON SHUTTER AND SELECT $PAN GREATER THAN OR EQUAL TO 6141017141, SPAN, = DnIGN
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONOREON (SEE MOUNTING. DETAILS 04
rHEEj I I" IDENTIFICATION OF CONIN&I [ON TYPE),
I PAWL FASTIENIERS"ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING ftTRUSIONS
(*F`-TIUMX, STUODAD ANGLE. ETIC) USE 6.25"CLC PANEL FASTINERSPAC314IG TABLE VALUES F13A
ALL '01- - AND `U'-HE#OERS (INCLUDI NO SUILDOITT CONDITIONS)
4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MMUFACTUURS'REMM"NDATIONS
S. MOLLOW BLOCK HOST STRUCTURE ShAU. CONFORM TO ASTMt INLOC31,
6, MINIMUM FMSIEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE,
? Wdt4tJM EMBE-ENT AND EDGE COETIANCt EXCLUORS STUCCO. FORM, 5FUCX. AND OTHER WALL
IT NIS HES WALL FINISHES SHALL BE LINIEDTID 1,14' MAX OR SHALL BE VeRIP11C) BY OTHERS TO
ADEQUATELY TVANSFIERLOADS YO4CSTSrRUCrURE
0, GONOREIF AN04M NOTED HEREIR SMALL 99 EMMODM TO UN-CRACRED CONCRETE ONLY
9, WHERE ENIST7140 STRUCTURE IS WOOD IMMING, EPSTI NO CaNDMCM MAY VARV. FIELD
VERIFY THAT FA"ERE, ARE INTOADEWATE WOOD FRAMW MEMBERS, NOT PLYWOOD. FASTENING
TO PLYWOOD M ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES
Io WHERE ANCHORS PASTIEN TO NAMOW FACE OF STUD FRAMING, FASTMERShALL BE LOWED IN
CENTER, OF NOMINAL 2' X 4' (KNj) WOOD STUD eDGE DISTANCE IS ACCEPTABLE FORL WOOD
FRAMING). WOODSTU I, WLL 13 "SOUTHERN PIW" G-OSS OP. GREATER DENSITY � LALG RMEW
"LL HAVE PHIILLIPS PAN HEAD OR HIN HEAD.
LL REMOVABLE ANCHORS ARI DEWALT PANtUHATE, ALL -POINTS SCLID-SIFT 4 SAAS5 BUrHINI;
12. MACHINE"EVIS SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THWDS INTO THE SUE
ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, CIR WAFER HEAD (LIDETIVALIC =k.N,O
L3. MNNYM EMBEDMENT AND MOE DIST NCElExCLUDIESSIUC0001LOTHERWAtILPI
14.1 5 WHICH ARE NOT ACCEPTABLE USES.
IS r DESIGNATES ANCHOR CONDITION
DIWI MOUNTING CONDITIONS -
is UNEAR INTERPOLATION IS NOT PERMITTED KO LOSE WITH THE ANCHOR SCHEDULES USIM ON
THIS SHEET
0,
ft- VAI
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ar
ill
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ir
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CID =
11
14
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SHEET
NO.
SH
1
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00
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L0
E
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0
C,
C
ri
LZ
AB or A.B.
Anchor Bolt
ABV or Abv.
Above
AC or A/C
Air -Conditioner
ADJ or ADJ.
Adjustable
AFF or A. F.F.
Above Finished Floor
AHU or A.H.U.
Air Handler Unit
ALT or ALT.
Alternate
BC
Base Cabinet
BF
Bdold Door
BK SH or Bk Sh
BookShelf
BLK or BLK.
Block
BLWorBLW.
Below
BM or Bm.
Beam
BOT or Bot.
Bottom
BP or B.P.
Byposs(door)
BRG or BRG.
Bearing
C
Carpet
CAB
Cabinet
CIR or Cir.
Circle
CJ or C/J
Control Joint
CLG or CIg.
Ceiling
CMU
Concrete Masonry Unit
COFF or Coff.
Coffered or Tray Ceiling
COL or Col.
Column
COMM or Comm.
Community
COMP or Comp.
Compressor
CONN or CONN.
Connection
CONT or Cont.
Continuous
CSMT
Casement
CT or C.T.
Ceramic Tile
D or D.
Dryer
DB
Door Bell
DBL or Dbl.
Double
DCF
Decorative Cementitious Finish
DEC or Dec.
Decorative
DED or Ded.
Dedicated (outlet)
DIA or Dia.
Diameter
DISP or Disp.
Disposal
DIST or Dist.
Distance
DIMF
Decorative Masonry Finish
DS or D.S.
Drawer Stack
DTL
Detail
DV or D.V.
DryerVent
DVP or D.V.P.
Diverter Valve (plumbing)
DW or D.W.
Dishwasher
EA or Ea.
Each
ELEC or Elec.
Electrical
ELEV or Elev.
Elevation
EQ
Equal
EW or E.W.
Each Way
EXP or Exp.
Expansion
EXT or Ext.
Exterior
FBC
Florida Building Code
FDN or Fdn.
Foundation
FFB
Finsh Floor Break
FG
Fiberglass (Shower Pan)
FIN
Finished
FIN FLR or FF or Fin. Fir. Finished Floor
ABBREVIATIONS
FIX or FXD
Fixed
FLR or Fir.
Floor
FLR SYS or Fir Sys
Floor System
FOM or F.O.M.
Face Of Masonry
FP or F.P.
Fireplace
FR DR
French Door
FRT
Front
FT or Ft.
Foot/ Feet
FTG or Ftg.
Footing
FXD GL
Fixed Glass
GALV or Galv.
Galvanized
GC or G. C.
General Contractor
GFI or G.F.I.
Ground Fault Interrupter
GT or G.T.
Girder Truss
GYP BD or Gyp. Bd.
Gypsum Board
HB
Hose Bibb
HC
Hollow Core
HDR or Hdr.
Header
HGT or Hgt,
Height
HH or H.H.
Hand Held (plumbing faucet)
HORIZ
Horizontal
HS
Hard Surface (flooring)
ILO
In Lieu Of
INSUL or Insul.
Insulation
I NT or Int.
Interior
KANALL or K/Wall
Kneewall
KS or K.S.
Knee Space
LAUN or Laun.
Laundry
LAV or Lay.
Lavatory
LF or L.F.
Linear Ft.
LL
Lintel Length
LT
Laundry Tub
MAS or Mas.
Masonry
MAX or Max
Maximum
MC
Medicine Cabinet
MFR or Mfr.
Manufacturer
MGT
Management (room)
MIN or Min
Minimum
MIR or Mir.
Mirror
ML or M.L.
Microlam
MONO or Mono
Monolithic
MVV or MICRO or Micro.
Microwave
NTS or N.T.S.
Not to Scale
OE or 0. E.
Owner's Entry
OPNG or Opn'g.
Opening
OPT or Opt.
Optional
PC
Pull Chain
PED or Ped.
Pedestal
PH
Phone
PKT or Pkt.
Pocket (Door)
PL or P.L.
Parallam
PLF
Pounds per linear foot
PLNT SHLF or Pit. Sh.
Plant Shelf
PLT HT or Pit. Ht.
Plate Height
PSF
Pounds per square foot
PT or P.T.
Pressure Treated
PW or P.W.
Pre -wire
PWDR or Pwd.
Powder Room
RA or R/A or R.A.
Return Air
RAD or Red.
Radius
RAG or Rag.
Return Air Grill
REC or Rec.
Recessed
RECEPT
Receptacle
REF or Rerf.
Refrigerator
REINF
Reinforcing
REOD or Req'd.
Required
RM or Rm.
Room
RND or Rnd.
Round
RO or R.O.
Rough Opening
RS, R/S, R/SH or R&S Rod and Shelf
SC
Solid Core
SD or SD.
Smoke Detector
SGD
Sliding Glass Door
SH or Sh.
Shelves
SHT
Sheet
SHWR or Shwr.
Shower
SL or S.L.
Side Lights
SPECS or SPECS.
Specifications
SPF or S.P.F.
Spruce Pine Fir
SQ FT or SF or S.F.
Square Foot (feet)
SO or Sq.
Square
STO
Storage
SWorS.W.
Shear Wall
SYP or S.Y.P.
Southern Yellow Pine
TB
Towel Bar
TEMP or Temp.
Tempered
THIKN or Thilen.
Thicken
TOB or T.O.B.
Top of Block
TOM or T.O.M.
Top of Masonry
TOP or T.O.P.
Top of Plate
TP
Toilet Paper Holder
TR
Towel Ring
TRANS WDW or Trans. Transom Window
TYP or Typ.
Typical
UC or u.c.
Under Counter
UCL
Under Cabinet Lighting
UNO or U.N.O.
Unless Noted Otherwise
Vorv.
Valve (shower or tub/shower)
VB
Vanity Base
VERT or Vert.
Vertical
VL or V1
Versalam
VTR or VTE
Vent through Roof / Exterior
Worw
Washer
W/ or w/
With
WA or W.A.
Wedge Anchor
WC or W/C or W.C.
Water Closet (toilet)
WD or Wd
Wood
WDW HDR or WDW. HDR. Window Header
WH or W.H.
Water Heater
WIC or W. I.C.
Walk-in Closet
WM or W.M.
Wall Mounted (plumbing fixture)
WID
Water Proof(ing)
WS
Water Softener
WWF
Aidded Wire Fabric (Mesh)
PLAN REVISIONS
DATE VERSION DESCRIPTION
03-27-14 1.0 NEW BASE PLAN
12-28-17 2.0 2017 FBC CODE UPDATE
08-23-19 2.1 TREVESTA 150-C ENG.
12-19-20 3.0 FBIC 2020 CODE UPDATE
11-29-21 4.0 ADDED ELEV KLM PER C.M.
REV. 06.23.22
07-27-22 4.1 ADDED 4" WALL IN LAUNDRY RM
. . .........
[E L1 FL -=A
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kill,
#1L k I i IF A I r.4
3326 Al B1 KLM
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1.1
FIRST FLOOR PLAN
1.2
SECOND FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4.1
FIRST FLOOR ELECTRICAL PLAN
4.2
SECOND FLOOR ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7.1 FLOOR/ROOF FRAMING PLAN
7.2 ROOF FRAMING PLAN
8
LINTEL PLAN
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
S6
DETAILS
ST
STAIR DETAILS
SS
RETROFIT DETAILS
D1 DETAILS & SECTIONS
D2 DETAILS & SECTIONS
D3 DETAILS & SECTIONS
WP WATERPROOFING DETAILS
PA1.0 PRODUCTAPPROVALNUMBERS
PA1.1 PRODUCTAPPROVALNUMBERS
PA1.2 PRODUCTAPPROVALNUMBERS
PA1.3 PRODUCTAPPROVAL NUMBERS
SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL
SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES I
THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
CURRENT CODE IS VALID
CODE REFERENCES ARE SUMMARIES
OF CODE SECTIONS.
SEE FBCR (CURRENT VERSION) FOR
COMPLETE CODE INFORMATION.
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
documents that these documents be accurate, providing Licensed
Professionals clear information. Every attempt has been made to
prevent error, The Builder and all subcontractors are required to
review all the information contained in these documents, prior to
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, omissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
information found in these documents. Any questions regarding
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
Control of Construction Site
The Designer/Architect and engineer of record (EOR) have no
control over the construction site and shall not be responsible in
any manner for control of the construction site including, but not
limited to, scheduling and sequencing of work, jobsite safety, and
ventilation of the building and thereby shall not be responsible for
the indoor air quality, or the effects thereof, for any reason
whatsoever. The Designer/Architect and EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such propeny
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builderlhomeowner
are necessary for the future life of this home. Care must be taken
to check windows and doors for caulking, remove leaves and
debris off roofs, make sure that water flow is away from the
house and have your home repainted every 3 - 5 years to protect
the coatings. The designer and engineer of record are not
responsible for the upkeep of the home and will not be held
liable for instances that may occur over the normal life of the
home without proper maintenance.
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To the best of the Engineees knowledge, Information and bellef,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineeessignature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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FILITCH PLATE
(2) - 2XI 0 #2 SYP W/ 1/2"
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(2) - 2X12 #2 SYP W/ 1/2"
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(2) - 13/4" X 9 1/4-
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(2) - 13/4" X 7 1/4"
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Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX254
S.H.
13
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18JX37i
S.H.
14
20X50J
18 4 X 50
S.H.
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20 X 63
18 4 X 62 4
S.H.
16
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18 J X 714
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1112
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26 X 25 J
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S.H.
23
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24
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36 J X 50
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37 J X 63
36 J X 62 112
S.H.
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S.H.
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75" TALL
73JWIDE
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32
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S.H.
33
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52 J X 37 J
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52 J X 50
S.H.
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524 X 62J
S.H.
36
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S.H.
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40 X 59
N/A
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S.H.
FIRST FLOOR PLAN - ELEV-Al
SCALE: Y4"=V-0"
General Notes
R302.5 Dwelling/Garage Open! ng/Penetratio n Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dweliing/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater then 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
apter rivate mm ng oo s
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re-drcu lation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the out cors. xhaust air rom
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor Ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
A
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
140MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
I SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
WALL LEGEND
I I MASONRY HGT. @ 8'-8" A.F.F.
MASONRY HGT. @ 9'-4" A.F.F.
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING 1816
SECOND FLOOR LIVING 1510
LIVING TOTAL 3326
GARAGE 453
ENTRY 37
TOTAL AREA 3816
PATIO 24
INSULATION REQ.
LOCATION
R-VALUE /TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
R-30 BLOWN -IN
CONDITIONED CEILING
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION IR-11/R-13 KRAFTFACED
(GARAGE / LIVING)
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
ERIFYW/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
140C
REV 10.1.20 CAB
EXTERIOR 2ND FLOOR
BEARING WALL SCHEDULE
HEIGHT
STUD
SPECIES
SPACING
SPIF #2
8'-0"
2x4
SYP #2
16" O.C.
SPF #2
91-011
2x4
SYP #2
16" O.C.
M>90-001
SPF #2
2x6
SYP #2
16" O.C.
* WHEN THE TOP OF WALL IS GREATER THAN 9'-0', THEN AT
EACH EXTERIOR CORNER WITHIN THE 4'-G"END ZONE, THE
STUDS WILL BE DOUBLE STUDS @ 16' O.C. OR SINGLE STUDS
@ 12" O.C.'
THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR
FINISH
** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT.
REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS -
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X25i
S.H.
13
20 X 381
184X 37 J
S.H.
14
20 X 501
184X50
S.H.
15
20 X 63
18 4 X 62 4
S.H.
16
20 X 72
18 4 X 71 J
S.H.
11-12
27 114 X 26
26X25J
S.H.
11-13
27 1/4 X 38 J
26 x 371
S.H.
11-14
27JX 501
26 x 50
S.H.
IH5
27JX63
26 X 62 1/2
S.H.
1116
27 J X 72
26 X 71 1/2
S.H.
22
37 J X 26
364X25 1/2
S.H.
23
37JX38i
36 4 X 37 3/4
S.H.
24
37 J X 50 1
36 4 X 50
S.H.
25
37JX 63
36 4 X 62 1/2
S.H.
26
37JX 72
36 4 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
524X25J
S.H.
33
54 X 38 J
52JX 374
S.H.
34
54 X 50J
52JX50
S.H.
35
54 X 63
52 4 X 62 J
S.H.
36
54 X 72
52 J X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUB E 39X59
79 X 59
N/A
S.H.
SECOND FLOOR PLAN - ELEV-Al
SCALE: Y4"=1'-O"
General Notes
R302.5 Dwelling/Garage Opening/Penetration Protection
Opening and penetrations through walls or ceilings separating the
dwelling from the garage shall be in accordance with sections
R302.5.1 through R302.5.3.
R302.5.1 Opening Protection
Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Other openings between
the garage and residence shall be equipped with solid wood doors
not less than 1-3/8" in thickness, solid or honeycomb -core steel
doors not less than 1-3/8" thick, or 20-minute fire -rated doors.
R302.5.2 Duct Penetration
Ducts in the garage and ducts penetrating the walls or ceilings
separating the dwelling from the garage shall be constructed of a
minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid
nonmetallic class 0 or classl duct board, or other approved
material and shall not have openings into the garage.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (102
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
with window fall prevention devices that comply with ASTM F2090.
3. Operable windows that are provided with window opening
control devices that comply with Section R312.2.2.
Chapter 45 Private Swimming Pools
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
bathrooms and toilet rooms shall not discharge into an attic, crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above flr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED-EXPOSURE"C"
('A
+29.7 -32.2
"_`�
kD
+29.7 If -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SEE SN SHEET SEE SN SHEET
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE"WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 If -39.7
WALLLEGEND
I
MASONRY HGT. @ 8'-8" A.F.F.
MASONRY HGT. @ 9'-4" A.F.F.
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
FIRST FLOOR LIVING 1816
SECOND FLOOR LIVING
1510
LIVING TOTAL 3326
GARAGE 453
ENTRY 37
TOTALAREA 3816
PATIO 24
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 1 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS; AT EAVE)
GARAGE SEPARATION
(GARAGE I LIVING)
R-11/R-13 KRAFT FACED
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the structural engineering portions of the drawing pages bearing
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STAIR CALCLITIONS:
TOTAL RISE = 10--0 SIC
(16) RISERS AT 7 9/16-
10"TREADS w/ 1"NOSING
CONT. HANDRAIL;J
RETURN TO.
A WALL DETAIL
SCALE: NTS
STAIR SECTION
SCALE: 1/2"=V-0"
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest r1ser height within any flight of stairs shall not exceed the smallest by
more than 318 Inch.
Tread depth:
The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the
vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The
greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.
Winders:
Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the
foremost projection of adjacent treads at the Intersections with the walkline. Winder treads shall have a tread
depth of not less than 6 inches at any point within the clear width of the stair.
Nosings:
Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than
9/16 inch or a bevel not exceeding 1/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4
Inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing
projection by more than 3/8 inch within a stairway.
Handralls:
Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more
risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of
ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be
continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly
above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety
terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the
handralls.
Grip -size:
Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater
than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3.
Guards:
Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings,
that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
anv soffits Drotected on the enclosed side with 1/2-inch ovDsum board.
3/4" PLYWOOD
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GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS
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'CeOFESSIO
To the best of the Engineer's knowledge, information and belief,
the structural plan. and specifications contained within these
drawings comply with the 2020 Florida Building Code -
Residential 7th Edition, Engineer's signature and seal Is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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NO' 23-00518
SCALE : AS NOTED_
SHEEr NO.
3.2
0
L0
L0
W
CL
2"
*NOTE:
VARIES
I
CAP
CAP
C14..
C14
FOAM TO BE USED
ONLY WHEN
1 *
Ill RADIUS
1/2" RADIUS
2"
00
REQUIRED BY
COMMUNITY
SPECS. IF NOT,
DETAIL TO BE
1 �2-. OPENING VARIES 2 �- 2-
3 1/2" RADIUS -
3/4" RADIUS — tit=
BUILT W/ STUCCO.
1/2" RADIUS —
4"
VARIES
1`1 cl)
EDGE OF
OPENING
----I
VARIES
V-4"
l
CN
9
211,
2
VARIES
V-4"
2 VARIES I
1 1/2" RADIUS —
4"
4"
34'.
4" 41"
2
2"
2 1/2" RADIUS
mill
VARIES
3j" 312"
14
BASE
to
04.
BASE
3"
2
4
4
U-2
V-011
=5
4"
*NOTE:.
VARIES
8" 2"
FOAM TO BE USED
ONLY WHEN
REQUIRED BY
COMMUNITY
SPECS. IF NOT,
OPENINGVARIES
V-16"
ill 1'41
DETAIL TO BE
BUILT W/ STUCCO.
=2' 21;
EDGE OF
OPENING
1-1/2" THICK
1-1/2" THICK
4"
101,
CNI
2j"
101, 6"
41
1.2"
Li
LL
2
4- 3-
1
I I I
2"
-LZ
W
LU
1-1/2" THICK
21"
4
2'-4"
11-51.
2
V-101.
7" 4"
4
1-4- 3"
;0
LO
4�
2
VARIES
VARI
49 :]014
UJI
VARIES
VARIES
4"
it
00
I r
C�l
;0
6" 4"
KEYSTONE F1 1
OPTIONAL
KEYSTONE F1 1
OPTIONAL
KTE1..
12 �-
I.
. . 1 4"
GARAGE DR. OPENING 4"
1 4"' WINDOW OPENING 4-
1 1 1
NOTE:
o INSTALL OVER STONE, TYP.
VARI
o FIN. TO HAVE TRADITIONAL
LOOK & SMOOTH FINISH
* FOAM/ EPS MATERIAL IS
ACCEPTED
NOTE:
a FIN. TO HAVE TRADITIONAL LOOK &
V-6j" All
1-4-
2ft
SMOOTH FINISH
a FOAM/ EPS MATERIAL IS ACCEPTED
14, .14
2 6
1
5ill
v-11, 5j"
T-8"
7"
4" T-10" 4"
101, 1-4- 10..
CIO
�,E
--NI
N
-k
19
N
'970"
2
GENERAL NOTES:
6 1.5 LBS DENSITY STYROFOAM
6 POLYCOAT (HARD COAT)
6 ACRYLIC SAND FINISH
in
C-11
>
r— c=
rL
CNI
'-<
C=
C'4
E 17;
C i,
cc
Co
CV'>
C14
C=)
C14
C=)
To the best of the Engineers knowledge, Information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020 Florida Building
Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal.
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JOB
NO:
23-00518
SCALE :
AS NOTED
SHEEr NO.
F 1