HomeMy WebLinkAbout36393-36411 Campfire TerABBREVIATIONS
AB or A.B.
Anchor Bolt
FIX or FXD
Fixed
RA or R/A or R.A.
Return Air
ABV or Abv.
Above
FLR or Fir.
Floor
RAD or Rad.
Radius
AC or A/C
Air -Conditioner
FLR SYS or Fir Sys
Floor System
RAG or Rag.
Return Air Grill
ADJ orADJ.
Adjustable
FOM or F.O.M,
Face Of Masonry
REC or Rec.
Recessed
AFF or A. F.F.
Above Finished Floor
FP or F.P.
Fireplace
RECEPT
Receptacle
AHU orA.H.U.
Air Handler Unit
FIR DR
French Door
REF or Ref.
Refrigerator
ALTorALT.
Alternate
FRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REQD or Req'd.
Required
BF
Bifold Door
FTG or Ftg.
Footing
RM or Rm.
Room
BK SH or Bk Sh
BookShelf
FXD GL
Fixed Glass
RND or Rnd.
Round
BILK or BLK.
Block
GALV or Galv.
Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G.C.
General Contractor
RS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm.
Beam
GFI or G.F.I.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SD or SD.
Smoke Detector
BP or B.P.
Bypass (door)
GYP BD or Gyp. Bd.
Gypsum Board
SGD
Sliding Glass Door
BRG or BRG.
Bearing
HB
Hose Bibb
SH or Sh.
Shelves
C
Carpet
HC
Hollow Core
SHT
Sheet
CAB
Cabinet
HDR or Hdr.
Header
SHWR or Shwr.
Shower
CIR or Cir.
Circle
HGT or Hgt.
Height
St. or S.L.
Side Lights
CJ or C/J
Control Joint
HH or H.H.
Hand Held (plumbing faucet)
SPECS or SPECS.
Specifications
CLG or Clg.
Ceiling
HORIZ
Horizontal
SPF or S.P.F.
Spruce Pine Fir
CMU
Concrete Masonry Unit
HS
Hard Surface (flooring)
SQ FT or SF or S.F.
Square Foot (feet)
COFF or Coff.
Coffered or Tray Ceiling
ILO
In Lieu Of
SQ or Sq.
Square
COL or Col.
Column
INSUL or Insul.
Insulation
STO
Storage
COMM or Comm.
Community
INT or Int.
Interior
SW or S.W.
Shear Wall
COMP or Comp.
Compressor
K/WALL or K/Wall
Kneewall
SYP or S.Y.P.
Southern Yellow Pine
CONN or CONN.
Connection
KS or K.S.
Knee Space
TB
Towel Bar
CONT or Cont.
Continuous
LAUN or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
THIKN or Thik'n.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T.O.B.
Top of Block
D or D.
Dryer
LL
Lintel Length
TOM or T.O.M.
Top of Masonry
DB
Door Bell
LT
Laundry Tub
TOP or T.O.P.
Top of Plate
DBL or Dbl.
Double
MAS or Mas.
Masonry
TP
Toilet Paper Holder
DCF
Decorative Cementitious Finish
MAX or Max
Maximum
TR
Towel Ring
DEC or Dec.
Decorative
MC
Medicine Cabinet
TRANS WOW or Trans.
Transom Window
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
UC or u.c.
Under Counter
DISP or Disp.
Disposal
MIN or Min
Minimum
UCL
Under Cabinet Lighting
DIST or Dist.
Distance
MIR or Mir.
Mirror
UNO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
ML or M.L.
Microlam
V or v.
Valve (shower or tub/shower)
DS or D.S.
Drawer Stack
MONO or Mono
Monolithic
VB
Vanity Base
DTL
Detail
MW or MICRO or Micro.
Microwave
VERT or Vert.
Vertical
DV or D.V.
Dryer Vent
NTS or N.T.S.
Not to Scale
VL or V. L.
Versalam
DVP or D.V. P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTR or VTE
Vent through Roof / Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
W or w
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W/ or w/
With
ELEC or Elec.
Electrical
PC
Pull Chain
WA or W.A.
Wedge Anchor
ELEV or Elev.
Elevation
PED or Ped.
Pedestal
WC or W/C or W.C.
Water Closet (toilet)
EQ
Equal
PH
Phone
WD or Wd
Wood
EW or E.W.
Each Way
PKT or Pkt.
Pocket (Door)
WDW HDR or WOW. HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W.H.
Water Heater
EXT or Ext.
Exterior
PLF
Pounds per linear foot
WC or W.I.C.
Walk-in Closet
FBC
Florida Building Code
PLNT SHLF or Pit. Sh.
Plant Shelf
WM or W.M.
Wall Mounted (plumbing fixture)
FDN or Fdn.
Foundation
PLT HT or Pit. Ht.
Plate Height
WP
Water Proof(ing)
FFB
Finsh Floor Break
PSF
Pounds per square foot
WS
Water Softener
FG
Fiberglass (Shower Pan)
PT or P.T.
Pressure Treated
WWF
Welded Wire Fabric (Mesh)
FIN
Finished
PW or P.W.
Pre -wire
FIN FLR or FF or Fin. Fir, Finished Floor
PWDR or Pwd.
Powder Room
REV. 06.23.22
PLAN
REVISIONS
DATE
VERSION
DESCRIPTION
-
05-21-16 1.00
NEW BUILDING
CONFIGURATION
12-28-17 2.00 2017 FBC CODE UPDATE
06-27-17 2.01 UPDATED PER FDS REVIEW
12-19-20 3.0 FBC 2020 CODE UPDATE
02-16-21 4.0 ENG. REVISIONS PER TRUSS ENG.
06-15-21 4.1 STAIR SECTION REVISED — C.M.
08-09-21 5.0 NEW ELEV. X (ENHANCED)
08-20-21 6.0 REVISED SOFFIT DETAILS — C.M.
10-10-22 7.0 REV. ELEVATIONS PER C.M.
02-13-23 8.0 STD—LT-2023—MOD ELEV. PER C.M.
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00 0000 0000 00 17000 kEEF. r7EE7 o000 00
UNIT -A 1532
UNIT-C 1624
UNIT-C 1624
UNIT-C 1624
6 - UNIT TOWNHOMES_
(ACCCCA)
UNIT-C 1624
6-UNIT TH (1532-1624)
UNIT -A 1532
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
1 COVER SHEET
2.1 FOUNDATION PLAN - LEFT SIDE
2.2 FOUNDATION PLAN - RIGHT SIDE
3 FLOOR PLAN - UNIT -A 1532
4 FLOOR PLAN - UNIT-C 1624
5 1st FLOOR BUILDING PLAN
6 2nd FLOOR BUILDING PLAN
7.1 EXTERIOR ELEVATIONS
7.2 EXTERIOR ELEVATIONS a
8 ROOF PLAN
9 FLOOR FRAMING PLAN
10 ROOF FRAMING PLAN
11.1 FIRST FLOOR ELECTRICAL PLAN
11.2 SECOND FLOOR ELECTRICAL PLANS
12 ELECTRICAL SERVICE PLAN
L1 LINTEL DETAILS
SN STRUCTURAL NOTES
SN1 DETAILS
� S3M MONO DETAILS
S4 DETAILS
S5 DETAILS
S6 2-STORY DETAILS
ST STAIR DETAILS
SS RETROFIT DETAILS
D1 FRAMING DETAILS
WP WATERPROOF DETAIL
PA1.0-2 PRODUCT APPROVAL
SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
MEAN ROOF 30 FT. HIGH TYPICAL
FOR 2 STORY HOMES
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 FOR 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 FOR has no duty to
take any action or preventive measures to protect such property
against any such peril at any time for any reason.
Care and Maintenance
Yearly maintenance and inspections by the builder/homeowner
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 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
Engineer's signature and seal.
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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
FILLED CELL LEGEND
CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
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® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
W.W.M. PLACED IN
UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4
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SEE PLAN. WHERE SHOWN ON
FOUNDATION PLAN
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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. 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: 23-05707-05712
SCALE :
AS NOTED
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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 I
FILLED CELL LEGEND
E CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
LINTEL)
FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
W.W.M. PLACED IN
UPPER 1/3 OF SLAB
OR FIBERMESH REINF.
SEE PLAN. --I
1/8" SAWCUT x 1/4
SLAB THICKNESS
WHERE SHOWN ON
FOUNDATION PLAN
CONTROL JOINT DETAIL
SCALE: 1 1/2"=V-0"
#5 CONT REINF.
SEE FND. FOR
QUANTITY
#5 X 25" X 25"
k
CORNER BAR ONE
FOR EA. HORIZ.
REBAR, TYP. U.N.O.
TYP. CORNER BAR
PLAN DETAIL
SCALE: 1 11/2"=V-0"
CMU WALL
(1) #5 REBAR @
FILLED CELL
6x6 VV1.4xVV1A
W.W.F.
A A�
4
4
A
X
4 4 C?
A
(4) #5 4
REBARS
CONT. 4" 2'-0" 4"
4
CMU BEARING WALL FOOTING
SCALE: 3/4"=l'-O"
5x5x3/8" A36 STEEL
BAS
F- r- LM I C
A
I I
SECTION A -A
mr-1
2" 0 SCH40 STEEL PIPE
w/ GALV. G120 FILLED
w/ CONCRETE
(4) 1/2"x3 3/4" WEDGE
ANCHOR BOLTS w/
MINJIMAX. 3"
EMBEDMENT
\—CONCRETE
SLAB PER PLAN
(FM24 BOLLARD DETAIL
SCALE: 3/4" = V-0"
INDICATES FILLED CELL W/3000
PSI CONIC. GROUT FROM FTR,
TO BEAM W/ 1#5 REBAR VERT.
ABOVE SLAB. TYPICAL @ ALL
PLACES SHOWN HOOKED FTG.
DOWELS 17" EMBEDMENT W/ 25"
EXT. ABOVE SLAB. GRADE 40
STEEL
SYMMETRICAL
54'-4-1
1 \ 4
0. 1 8'�O" It 18'-4"
, ol, 101 All -11 11111 r)" 101 All '3' o" I '). o" I'll All 11 All
VERIFY T-0"x T-0` x 1'.0'l
LPAJD LOCATION OF A/C wl (4) #5 E.W,
PAD
,--HOSE
BE 24" x 2'-0" x 1'.0"
&N:�' w/ (3) #5 E.W.
F F-:::::ICONDENSATE C-5
LINE OL -4" ELEV. FIN.
LU
CONIC. SLAB
2
2'-8" It 3'-10" L& 3'-10" 1 6'-8"
VERIFY
AC PAD LOCATION OF A/C
PAD (2) #5's
)SE 2'-0" x 2'-0" x 1'.0"
w/ (3) #5 E.W.
B— o`0
&A ---- 1 111 VAM ---
501 F— —PQQ�
xx CONDENSATE CONDENSATE
-4" ELEV. FIN. LINE LINE
2 CONIC. SLAB
VERIFY
LOCATION OF A/C
PAD
2'-0" x 2'-0" x 11'.0" H 0,'
w/ (3) #5 EW,
tug
C-5
OIL -4" ELEV. FIN.
CONIC. SLAB
0 F/
RqVIDE 1
—L —
13 M
PF OVIDE 1 Y2" RECESS FOR
-GLAWIDO-OFT.
I IN
r F/ T
I — — — —
- 0
-- --
- 0
-1 P/
FIR IDE 1,/2"
B�Y_ —
-
V� RECESS FOR
2— —
RECESS FOR
—
SLI INN�SGS[
ASS DOOR. REFEI TO
TL b ING R-E7
R TO- I F
8 LIDING GLkSS
DOOR. REFER TO
MAIO
OPE FOR WIDTH
M) SON'S SCOPE FOR WIDTF
MAtN'S SC
'OPE FOR WIDTH
00
-1
Q0 PROVIDE LINE FOR
ICE MAKER
-
00
I _j 00
— - -- I I
[PROVIDE 1--
INE FORT�- �
ICE MAKER
45—
ID 1
M
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A
I
3Y2" MIN. 3000 PSI CONC. SLAB FOR
HERNANDO COUNTY ONLY. 3)/2" MIN. 1( 1) 1�11 11(
�11 �2
�0
2500 PSI CONC. SLAB OVER 6 MIL
VISQUEEN VAPOR BARRIER
C? D111BISINUt/w/ DBL. SINK w/ DBL. SINK wl
ED DISFMSRIDSAL I Ecop
C+ C. DISPOSAL DISPOSAI,- C.J.
r)
L -JL- -ill I I I I I "L -JL -ill 11 L JL J"
C- -:J L - - - L L 2L - - -
12'-28 5-48" 5'- 1 C`2 2
E
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3'.10" 14'-2" 14'-2 LO 3'-10" 1,,, 31-10" 14'-6"
_j
1
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ws I I'g7 F- -1
10 .7 10
1 0'-0" ELEV. oll 0'-0" ELEV. .7 - I
vil - - I :, 4 0'-0" ELEV.
FIN CONC. SLAB FIN CONC. SLAB _7 - I
'f FIN CONC. SLAB
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00
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--4
ELEV. APPROX.1
1-1/2" BELOW F.F.1
ELEV. CAN BE NO
-1/2"1
MORETHAN1
IF
__j � - -F I - -- BELOW TOP OFi
EGRESS DOOR
J=
T THRESHOLD. FIELDI
C?
K� K �K VERIFYi
H. H.
--�PROVIDE 1/2'RECESS OR
11ROVIDE 1/2" RECESS FOR �3 W H S3 F
OVIDL10/2" RECESS FOR L
F IONT 0 R. REFER TO tRONT DOOR. REFER TO A LRONT DOOR. REFER TO
I - — - - __j — I '). I oil, S
'S SC PE F
1024' ON'S SW�PE F WIDTH MASON'S SCOPE FOR WIDTH 0' MASGYN S S E FOR WIDTH
FM24 FM24
ru, (91 ' 1 0 . R ' 4" 1@)
101 [H] IM Ill IM 1111 [u] /0
1 110 110
-4- -4 1 1'1A 4- T
1
1
11
10'-6
011
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11-8"
'4'
4'-0"
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1 O'-6l'
10'-6"
1
0.
;'-0-'[
4'-0"
-01
9 -4" ELEV. FIN.
9
00
-1
00
CONIC.
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19
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CONC. SLAB
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ELEV. APPROX.
00
ELEV. APPROk
N
T-O" x T-0" x V-0"
9 1
1-1/2" BELOW F.F.
1 -1 /2" BELOW Ft
1
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I
9
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ELEV. CAN BE NO
ELEV. CAN BE NO
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MORE THAN 1-1/2"
MORE THAN 1-1/2"
BELOW TOP OF
BELOWTOPOF
v
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EGRESS DOOR-2?
EGRESS DOOR
2'-6"x 2'-6"x V-0"
L:0�
1 24" x 2--6- x 1 --0`
9
W/ (3) #5 E.W.
THRESHOLD.
T
THRESHOLD.
w/ (3) #5 E.W.
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FIELDVERIFY
FIELD VERIFY
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VERTICALS----
HO9Ej
(2) #5 VERT
ICALS
(2) #5
VERTICALS
WIN FILLED
CELL
BIB
BIB
WIN FILLED
CELL
W/IN
FILLED CELL
V-8"
8'-0"
1'-8"
V-8"
8'-0"
l'-8"
11'-4"
11'-4"
V-8"
81-01,
V-8"
6'-8" 6'-8"
11'4"
13'-4"
71
22'-8"
7'-0"
54'-4"
T-0" x T-O" x 1'-0"
w/ (4) #5 E.W.
A -
73
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2-STORY U.N.O.
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w/ (4) #5 E.W.
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To the best of the Engineer's knowledge, information and belief,
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: 23-05707-05712
SCALE : AS NOTED
SHEIET NO.
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OWNER'S BATHROOM
SCALE: 3/8" =1'-O"
9
F,
BATHROOM 2
SCALE: 3/8" = 1'-0"
00
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18 J X 25
S.H.
13
20 X 38
18 -1 X 37;1
2 4
S.H.
14
20 X 50
18 7' X 50
S.H.
15
20 X 63
18JX62J
S. H.
16
20 X 72
18 7' X 71
S.H.
1112
27 1/4 X 26
26 X 25
S.H.
27 1/4X38J
26 x 37
S.H.
27 4 X 50 J
26 x 50
S.H.
1H5
27 J X 63
26 X 62 1/2
S. H.
1116
27JX72
26 X 71 1/2
S.H.
22
37JX26
36JX25 1/2
S. H.
23
37JX38i
36 J X 37 3/4
S.H.
24
37JX50J
36 J X 50
S. H.
25
37 J X 63
36 17 X 62 1/2
S.H.
26
37JX72
367'X71 1/2
S. H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S.H.
32
54 X 26
52 X 25
S.H.
33
54 X 38 J
52 'X 37
S. H.
34
54 X 50 a
8
521X50
7
S.H.
35
54 X 63
52 1 X 62 4
7
S. H.
36
54 X 72
52 4 X 71 J
S.H.
39X59
40 X 59
NIA
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
STAIR DATA: 7,
18 RISERS @ 7.153" X
17 TREADS @ 10"
Tl l = 1N-5Z'11A" DRYWALL
TOTAL RUN 14'-2" 42" KNEE WALL
3/4" PLYWOOD WITH 1x8 CAP & 1 1/2" MIN. CLEARANCE
CASING (AT 2nd
DECKING ---i
FLOOR ONLY)
(2) 2X8 w/ 1/2"
FLITCH HEADER
SLOPE CEILING TO
CY) MATCH STAIR RISE
F. FL. F. FL. �Y)
(0 - - - - - - - - - - - -
c5l
A 17 1 1/4" TO 2" DIA
1
16 HANDRAIL NO
15 LESS THAN 34"
14 NOR MORE
"I Lu TJ
13 THAN 38" ABV.
i
12 Z TREAD NOSING
11 CONT.
HAND RAIL <
10 ILL METAL
HANDRAIL
BRACKET
BLOCKING AS
REQUIRED
A
I F. FL.
7
2x STRINGERS
14'-2"
TYP. STAIR S
SCALE: 1/4" = l'-O"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 1 3/4" X 9 1/4"
LVL 2.OE Fb=2950
(2) - 13/4" X 16"
LVIL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow l 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
REQUIREDSTUDS
<
6
5
4
2 F. FL. HANDRAIL DETAIL
2x4 #2 SYP. P.T. THRUST SCALE: 3" =1'-O"
BLOCK W/(2)- 114"x 3 1/2"
TAPCONS @ 16"o.c. AND
ECTION 3" FROM EA. END.
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 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser 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 318 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.
Handrails:
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
handrails.
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 glade 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 guarol 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
I any soffits protected on the enclosed side with 1/2-inch gypsum board.
A.
oil
�1.111
ir,
NEI
ON,
on,
W.. L
101]
VERIFY
AC PAD LOCATION OF
A/C PAD
THIB
-------------------------
OUTDOOR LIVING
9'-4" CLG. A.F.F.
CONCRETE
6-0" A
6-8" J S-10" T-10" 2-8"
GD
5-SH
8 REF
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3 -2" 61-711 1
0
0
3:
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Lu
DINING 1�� KITCHEN Z0
9'-4" FLAT CLG. 9'-4" FLAT CLG.
TILE TILE
SINKW/
D/W DISPOSAL
F - - -
r- - -
L - - - 1:1 1
FLRG. LINE - -- - - - - - -
- - - - - - - - - - - -
I.- T 2x8 WALL
8'-0" 1, 16-0" S-8"
16" CNTR. AT 42"J 10
A. F. F. �-112 WALL
rADDl
CD
co
GREAT ROOM
9'-4" FLAT CLG.
CARPET
13'-811
10
19
1 17 �-I
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BUILDER TO
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son
APPLIANCE
mom
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WHEN
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man
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r- - - - - - - - - -
I
LINE OF 2nd STRY.
ABV.
t
**NOTEk*
BLK. WALLS ikRE
8'-8"
TALL FOR "N' UNIT
5-8"
FROM FRONT
OF
GARAt
K
E
TYP. @
S4 t-- A Q A I--
18'-4"
T.O.M.'
1ST FLOOR PLAN - UNIT -A 1532_
SCALE: )/4"=V-0"
o?
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10
CD
I
I
A.
FILLED CELL LEGEND
N CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
RT FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
LINTEL)
E2 FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
F-
- - - - - - - - - - --1
10
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12'-0" 0. 3'-0" 41011
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40
D
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MOD25SH
MOD25SH
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x 59" 391, x 59"
002
60
EGRESS EGRESS
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F.C. FOR ELEV. 2023
&
MODERN ELEV ONLY.
DOES NOT APPLY TO
MOD 25 SH
STD/LT ELEVATIONS..
(39"x59")
EGRESS
3-8" 1 3 -10" "_10"
4'-0" T-4"
18'-4"
- - - - - - - - - --
2ND FLOOR PLAN - UNIT -A 1532
SCALE: X"=V-0"
D1
00
-1
LO
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
(Jf)
+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
140 MPH
NOTE: W N
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -39.7
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 ml 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. Bl or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Ed. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Ed. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Ed. 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.
M1507.2 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 fll per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
2-STORY MASONRY WALL w/
BOND BEAM HGT. AT 10'-8"
TOP AT 18'-8"
ULLLLU MASONRY HGT. @ 9'-4" A.F.F.
MASONRY HGT. @ 8'-8" A.F.F.
MASONRY PARTY WALL
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
1ST FLOOR 677 S.F.
2ND FLOOR 864 S.F.
TOTAL 1541 S.F.
GARAGE 246 S.F.
LANAI 110 S.F.
ENTRY 42 S.F.
TOTAL SQ. FT. 1939 S.F.
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 BAFFLES AT EAVE)
GARAGE SEPARATION R-11/R-13 KRAFTFACED
(GARAGE / LIVING)
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
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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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OWNER'S BATHROOM
SCALE: 3/8" =11'4'
60
BATHROOM 2
SCALE: 318" = V-10"
STAIR DATA:
18 RISERS @ 7.153"
17 TREADS @ 10"
TOTAL RISE 10'-8 3/4" 42" KNEE WALL
I TOTAL RUN 14'-2" WITH 1 x8 CAP&
CASING (AT 2nd
FLOOR ONLY)
FILLED CELL LEGEND
0 CONT. FILLED CELL FROM FOUNDATION TO 2ND
FLOOR
M FILLED CELL BELOW 2ND FLOOR (DOWEL INTO
LINTEL)
FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25J
S.H.
13
20 X 387'
18;X374
S.H.
14
20X50J
184 X 50
S.H.
15
20 X 63
18'X624
7
S.H.
16
20 X 72
18 JX 71 J
S.H.
1H2
27 1/4 X 26
26 X 25 J
S.H.
1H3
27 114X38i
26 x 371
S.H.
1H4
27JX505
26 x 50
S.H.
1115
274X63
26 X 62 1/2
S.H.
11-16
274X72
26 X 71 1/2
S.H.
22
37JX26
36 -1 X 25 1/2
2
S.H.
23
37JX38i
36 J X 37 3/4
S.H.
24
37 a4 X 50 J
36 J X 50
S.H.
25
37 J X 63
36 4 X 62 1/2
S.H.
26
374X72
3671 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 J X 25 .1
2
S.H.
33
54 X 38 28
52 J X 37 J
S.H.
34
54 X 50 J
52JX 50
S.H.
35
54 X 63
52 4 X 621
S.H.
36
54 X 72
524X 714
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
(2) 2x8 w/ 112"
FLITCH HEADER
3/4" PLYWOOD
DECKING SLOPE CEILING TO
F. FL. LJ MATCH STAIR RISE F. FL.
. .............. - - - - - - - - - - -
17 16
15
14
13
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1 1/2" MIN. CLEARANCE
1 1/4" TO 2" DIA
HANDRAIL NO
LESS THAN 34"
NOR MORE THA
38" ABV. TREAD
NOSING
METAL HANDRAI
BRACKET
BLOCKING AS
REQUIRED
F. FL. I -
�S� U Li
2x4 #2 SYP P.T. THRUST
14'-2"
BLOCK Wf(2)- 1/4"x 3 1/2"
TAPCONS @ 16"o.c. AND
3" FROM EA. ENI HANDRAIL DETAIL
TYP. STAIR SECTION SCALE: 3" =1'-O"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2X6 #2 SYP W/ 112"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
<@>(2)
- 13/4" X 11 1/4 LVL
2.OE Fb=2950
(2) - 13/4" X 9 114"
LVL 2.OE Fb=2950
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- 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVIL 2,01E Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
ollow 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
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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 engineedng portions of the drawing pages bearing
Engineers signature and seal.
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SCALE : AS NOTED
SHEET NO.
4
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential An Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading
edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by
more than 3/8 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 % 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
handrails.
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 glade 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 guaAY 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
any soffits protected on the enclosed side with 1/2-inch gypsum board,
1.
F- - - - - - - - - - - -
1
0 0
MOO_�'5 SH MOb_;�'5 SH
I (39"x59") (39"x59")
EGRESS EGRESS
OWNER'S �
BEDROOMI
V-13" FLAT CLG.
CARPET
18'-0"
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -32.2
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
t
SEE SN SHEET SEE SN SHEET
140
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE7+29.7
/ -39.7
General Notes
R302.5 Dwelling/Garage Open i ng/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.
Zo
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
0? wall:
Z0 e 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
Wr___W EXROM
HINNEIRNMEMEN
than 1/2" Gyp. Bd. or equivalent.
_MC
R&S
Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
0.
BATH
22"x36"'
to the interior side of exterior walls that are within this area.
8'-0"
--LAT CLG.
ATTIC
C
0,RPET
ACCESS
I
TYP.
R312.2.1 Window Sills
ao
00
00 1 1 C co
f.0 1.6
Cl)
In dwelling units, where the top of the sill of an operable window is
(.0
00
l3'-TFLAT CLG I O�
located less than 24 inches (610 mm) above the finished floor and
ICARPET I
greater than 72 inches (1829 mm) above the finished grade or
_V_ __J I
other surface below on the exterior of the building, the operable
1
window shall comply with one of the following: 1. Operable
- - - - - - - -
windows with openings that will not allow a 4-inch-diameter (102
A
R&S
mm) sphere to pass through the opening where the opening is in
its largest opened position. 2. Operable windows that are provided
5
28 68
with window fall prevention devices that comply with ASTM F2090.
(P-W 0 1
6
><
3. Operable windows that are provided with window opening
Dl�
<
control devices that comply with Section R312.2.2.
7
50
o?
TYP.
00
Chapter 45 Private Swimming Pools
00
N
Outdoor swimming pools shall be provided with a barrier
60"x
P. ' A
AHU 9
complying with R4501.17.1.1 through R4501.17.1,14.
OWER FAN�
I R/A 10
M 1507.2 Re -circulation of Air
11
Exhaust air form Bathrooms and toilet rooms shall not be
6-111.
4'
4"
4'-0"
re -circulated within a residence or to another dwelling unit and
L
shall be exhausted directly to the outdoors. Exhaust air from
LO
13
bathrooms and toilet rooms shall not discharge into an attic, crawl
<
<
D
14
space or other areas inside the building.
L
00
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00 15
00
-1
GAS APPLIANCES
FD
16
CD
G.C. to verify location of gas riser before commencement of work.
�7 17
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fIr. per FBCR G2408.2. Except where
UP 18
appliances that are listed as flammable vapor ignition resistant.
7A.F
LQFT
WALL LEGEND
1/2 WALL
81-01, IfLAT CLG. CAPPED
2-STORY MASONRY WALL w/
CtRPET
U
.4" 64" 5-8"
BOND BEAM HGT. AT 10'-8"
TOP AT 18'-8"
FD
MASONRY HGT. @ 9'-4" A.F.F.
in
0 BATH
2868 A ;J 4068 BF L
MASONRY HGT. @ 8'-8" A.F.F.
AV-
F-0" FU
J CLG. 04 4SH
MC CAFPET
R&S
>
MASONRY PARTY WALL
R&S
cli
3068 BF
9
TYP. 2x FRAME WALL
2668 4068 BF
W BEARING WALL
3'-53" 648"
INTERIOR BEARING WALLS NOTED "FLOOR
4'-8"
4'-2" 8 1
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO UPLIFT
9
CONNECTORS TO FLOOR SYSTEM
In
AREA TABULATION
5)
U')
1ST FLOOR 664 S.F.
BEDROOM
3
2ND FLOOR 970 S.F.
8'-0"
FLAT CLG. 13E ROOM 22
TOTAL 1634 S.F.
o?
CARPET
0 " FLAT CLG.
GARAGE 246 S.F,
CARPET
LANAI 108 S.F.
9'-2" 8'-10"
ENTRY 98 S.F.
EGRESS
TOTAL SQ. FT. 2086 S.F.
MOD 25
39" x 59"
SH W
MOD 25 SH
N
o?
INSULATION REQ.
39" x 59"
EGRESS
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R-1 I/R-1 3 KRAFT FACED
V-8" 5-0"
4'-0" 01 7'-4"
EXT FRAME 2 x 6
R-19 KRAFT FACFr)
�_NOWLOAD BEARING
2x
CONDITIONED CEILING
R-30 BLOWN -IN
6-8"
1 V-4" FRAMING, BOXED
OUT FOR
FRONT ELEVATION
AT THE
(INSTALL BAFFLES AT EAVE)
18'-0" 71P MIDDLE LEFT
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General Notes
ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"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.
Exterior Covering
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTMI
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long,
16 gage staples, spaced in accordance with ASTM C1 063 or
C1 787, or as otherwise approved. (Refer to sheet SNI for the
engineered method for Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl -1 /2" long (3/4"-1 " crown) staples @
6" O.C. vertically/horizontally into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertical ly/h orizonta Ily or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1)�
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
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.
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 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
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.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
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 prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, 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
o t e exter or wa inis .
Approved flashings shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• ere ex nor porc es, ec s or s airs a ac o a wa or
floor assembly of wood -frame construction.
• At wall and roof intersection.
• t u t- n gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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drawings comply with the 2020
Florida Building Code -
Residential 7th Edition. Engineers signature and sea[ is only for
the structural engineedng portions of the drawing pages bearing
Engineer's signature and seal,
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ROOF CRITERIA:
0 12" OVERHANG U.N.O.
0 PLUMB CUT FASCIA ROOF
0 PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"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.
I Lxterior luovering I
R703.7 Exterior Plaster.
Installation of these materials shall be in compliance with ASTM
C926 and ASTM C1 063, or ASTM C1 787 and the provisions of
this code.
R703.7.1 Lath.
Lath and Lath attachments shall be of corrosion -resistant
materials. Expanded metal or woven wire lath shall be attached
with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long,
16 gage staples, spaced in accordance with ASTM C1063 or
C1 787, or as otherwise approved. (Refer to sheet SNI for the
engineered method for Lath attachment.)
Lathing Accessories
Attachments shall be of corrosion -resistant materials.
Wood Application: 16 Ga.xl-1/2" long (3/4"-V crown) staples @
6" O.C. vertical ly/horizontal ly into the framing members.
Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia.
min. @ 6" O.C. vertical ly/ho rizonta Ily or compatible adhesives,
exterior gun -grade, construction adhesive with 1 " dabs @ 6" O.C.
or in a semi -continuous bead between the solid plaster base and
the solid portion of the key attachment flange.
Control Joints: Install control joint lathing accessories in
conformance with C1063. Lath shall not be continuous through
control joints, but shall be stopped and tied at each side.
All accessories shall be in accordance with the latest ASTM
C1 063 & ASTM C1 861.
R703.7.2 Plaster.
Plastering with cement plaster shall be not less than three coats
where applied over any type of code -approved lath and shall be
not less than two coats where directly applied over masonry,
concrete, clay brick, stone, or tile. If the plaster surface is
completely covered by veneer or other facing material or is
completely concealed, plaster application need be only two coats,
provided total thickness is as set in Table R702.1 (1).
Cement plaster shall be in accordance with ASTM C926 and
material shall be in accordance with one of the types listed in
R703.7.2.
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.
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 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
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.
R703.4 Flashing.
Approved metal flashing, vinyl flashing, self -adhered membranes
and mechanically attached flexible flashing shall be applied
shingle -fashion or in accordance with the manufacturer's
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 prevent the entry of water into the wall
cavity or penetration of water to the building structural framing
components.
Self -adhered membranes used as flashing shall comply with
AAMA 711. All exterior fenestration products shall be sealed at
the juncture with the building wall with a sealant complying with
AAMA 800 or ASTM C920 Class 25 Grade NS or greater for
proper joint expansion and contraction, ASTM C1 281, 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.
• Exterior window/door openings.
• Intersection of chimneys or other masonry construction with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
• Continuously above all projecting wood trim.
• Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
• At wall and roof intersection.
• At Built-in gutters.
Coastal Flashings
All flashing material for coastal locations (ex: within 3,000 feet of the
ocean) shall be corrosion resistant material (ex: zinc and/or stainless
steel) and shall be selected for compatibility with adjacent wood
preservatives per the manufacturer's recommendations.
REV. 09.24.21
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To the best of the Engineers knowledge, information and belief,
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drawings comply with the 2020
Fiords Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural engineedng portions of the drawing pages beadng
Engineers
signature and seal.
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NON -VENTED SOFFIT
NON -VENTED SOFFIT
NON -VENTED SOFFIT-
-NON-VENTED SOFFIT
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-NON-VENTED SOFFIT
SEE DETAIL 55/D-1 FOR
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SEE DETAIL 55/D-1 FOR
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DO NOT BREACH
DO NOT BREACH
DO NOT BREACH
DO NOT BREACH
4'OFF RIDGE VENT 4'OFF RIDGE VENT
12
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DO NOT BREACH
NON -VENTED SOFFIT
NON -VENTED SOFFIT
4:12
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NON -VENTED SOFFIT
NON -VENTED SOFFIT
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4:12
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1 2
SEE DETAIL 55/D-1 FOR
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NON -VENTED SOFFIT L NON -VENTED SOFFIT
PROFILE OF ROOF TRUSS
BEYOND
7-
7 ROOF SHEATHING TYP.
7 7 7-
7 7 7 - 7 7 7 2x6
7 SUB -FASCIA
EXTEND THE (2) LAYERS _71._.....
Z�
OF 1 "THICK USG GYP.
WALLBD. LINER PANELS
OF 2-HR. WALL INTO____",,,=
SOFFIT AREA
2 Hour Fire Resistant Soffit -
SCALE: 3/4"=V-10"
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
(2020) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN
(Values to be verified with Manufacturer Specifications)
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
*If not enough vented soffit is provided due to fire protection, the contractor shall use the
following approved vents:
s LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
FIRE CAULK EDGES
AT EACH SIDE -/A
DBL. Ix PT NAILER
1/2" GYP. WEI
1 Hour Separation Wall
SCALE: 3/4"=V-0"
*REFER TO STRUCTURAL DETAILS FOR
ADDITIONAL INFORMATION.
ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge Vent Arnt
(No Upper Ventilators
(Must Provide Upper Ventilators)
(Ft.)
Off-RidgeAmt.
Req.)
Total Ventilation
ATTIC
Provided by
SPACE
SQ. FT.
Total SQ.
SQ. FT.
SQ. IN. of
Upper
Ventilators
SQ. IN. of
ventilation
of vented
IN ' of
of
vented
ventilation to
be provided
SQ. IN. of
SQ. IN. of
(See Elev)
required
soffit
ventilation
soffit
by upper
Ventilation
Ventilation
needed
required
needed
ventilators
Main 0.0 2.0
Floor 901 865 124 432 31 216 - 276.0
(Zone 1) 0.0 276.0
Main Floor 1010 970 139 485 35 242 0.0 2.0 2X0
(Zone 2) 0.0 276.0
Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0
(Zone 3)
0.0 276.0
Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0
(Zone 4) 0.0 0,0
Upper Floor 108 104 15 52 4 26 0�0 0.0 0.0
(Zone 5) 0.0 0,0
Uloper Floor 0.0 0.0
(Zone 5) 62 60 9 30 2 15 - 0.0
0.0 0.0
-NOTE**
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
Design No. U905
Apr1I 09, 2018
Beari no Wa I I Rail no - a H P.
hininI260iring Wall Rating - 2 MR
This design -aseval.atad using a load design mathodothee than the LiMk Status. Design Method (ea., `Working Stress Design
Method). For jurisdictions emplaying the Limit Stater. Design Method, such as canada, a load restriction frotorshall be used - see
Guide BXUV or BXJUV7
Indicartaisgi,rh prod.ctsehall beartha UL4r oUL certification Mark far ju risdictiaris amplay" no the UL orCUL Certification (such
as Canada), respectively.
77-717
7*Ji-8'mIN.
p _0
ru
4 "Yyl
1. Concrete Blocks- - Various design, Classification D-2 (2 hr).
See Concrete Stocks category for list of eligible manufacturers,
2, Mortar - Blocks laid in full bed of mortar, Porn. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
I lean sharp sand to 1 part Portland cement (proportioned by volume) and not more than So percent hydrated lime (by
c ement volume). Vertical joints staggered.
J. Portland cement stucco or Gypsum Plaster - AAd 1/2 hr to classification If used. Where combustible members am
framed In wall, plaster or stu,� must be applied on the face opposite hanning to achieve a max. Classification of 1-1/2 hi.
Attached to concrete b locks (Item 1).
4. Loose Masonry Fill - If a 11 or. spaces w. filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
Process), "at., repellant ,mi-lite, masonry Fill insulation, or 514cone treated perlite loose fill insulation add 2 hr to
,I ... Ifica tio ,
5 Foamed Plastic- - (optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached no concrete blocks
(Item 1).
ATLAS ROOFING CORP - 'EmargyShleld Pro Wall Insulation", "Eriergy5hiald Pro 2 Wall Insulation", EnergyShled CGIF
Pro and Energy5hield Fly Pro
CARLISLE COATINGS So WATERPROOFING INC - Type R2+ SHEATHS
FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' C1 Fail Exterior Wall Insulation" and "Enverge ' CK Glass
Exterior Wall lrsulatior�
HUNTER PANELS - Types Xcl-Cl A, Xcl 286
PMAX OPERATING L L C - 'TSX-8500", 'The mmas heath -XF", 'ECOMAXci', 'Thermasheath-3",
'Dura�m.iath-3"
THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thetmax Heavy Duty Insulation,
Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
Exl:erior Insulation, Thermax IH Insulation, Therm4x Plus Liner Re nel, Thermax Hea vy Duty Plus (HDP) and TUFF-RTrl ci
Insulation
S& Building Units - As an alternate to Items 5, min, I -in thick polyi,,ocyanurate composite foamed plastic insulation
boards, nom. 48 by 48 or 96 in,
RMAX OPERATING L L C - "Thermasheath-51", `ECQeA56ci% 'Therrnaaase-cz"
indicates such products shall bear the UIL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification
(such as Canada), respectively.
LakLQUd1t9d on 2018-04-09
GA FILE NO. ASW 0310 PROPRIETARY" 2 OUR 65 to 69 STC
FIRE SOUND
GYPSUM PANEL PRODUCTS, STEEL H STUDS ?
Two layers 1" x 24" proprietary type X gypsum parness inserted between floor and
ceiling runners with steel H stud between adjacent pairsof gypsum panels,
(INILB)
A 3/4" minimum air space must be maintained between steel components and . . . . . . . . .
adjacent framing (as Indicated by dashed lines in sketch). As an alternate to
an air Space, the steel components one covered with 6" wide battens of IJ2"
PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of lj2,, type X gVPSunI wallboard
NAILS EA. END BETWEEN screw attached to the steei components,
TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each V
side of assembly and 3-1/2" glass fiber in stud space on both sides.
4'-0" FROM SEPARATION WALL. Height limitation 68 feet.
SOLID BLOCKING BETWEEN i
TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickriesrs� 3-117(Fire)
PLYWOOD. BLOCK MUST BE Georgia-Pacific GYPSUrn LLC 11-3/4'(Sound)
"PITCH CUT" (SEE ELEVATIONS) ... ........ 1"DensGIass@ShaftIIner Approx- Weight: 9.5 psf
TO PROVIDE AS MUCH CONTACT
Firs Test WH1495-1290, ii-i5-94�
AS POSSIBLE TO UNDER SIDE ITS Design GP/WA 120-04;
OF ROOF DECK. ALL JOINTS WH1495-1295,3.15-95;
AROUND BLOCKING MUST BE WHI 495-0743 & 0744,
CAULKED WITH APPROVED FIRE 1-28 & 3MG;
CAULKING. ITS 3160814COQ-002,
8-30-08;
ULR2717,04NK03115,
6-18-04. UL Dhesi U373
SEE PLAN Sound Test: RAL TL 10-291, 8-31 -10
TOP OF PLATE
TYPE "S" MORTAR
(TYP.)
8" CONIC. BLOCK
CLASSIFICATION D-2
PER UL U905 (TYP.), PER
UL U905, MASONRY WALL
PROVIDES 2-HOUR
PROTECTION
ROOF PLAN - STANDARD (STD
SCALE: 3/16"=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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SYMMETRICAL
LOW ROOF / FLOOR FRAMING PLAN -
STANDARD (STD) & LAKE THOMAS (LT
SCALE: X"=V-0"
CCA 09/24/2020
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(1)PLY
1450 (2) PLY
7 - 10d x 1 1/2"
6- 16d x 3 1/2"
HTA20
1870
1730
9 - 10d x 1 1/2"
A (2)
(2)META12
1875 (1)PLY
1795 (2)PLY
10 - 10d x 11/2"
14- 16d x 3 1/2"
(2)HTA20
2430
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 1 Od x 1 1/2"
HTA1 6
1870
1730
9 - 10d x 1 1/2"
C
H2.5A
700
615
10 - 8d x 2 1/2"
RT7A
1 630
510
10 - 8d x 1 1/2"
D
H3
400
365
8 - 8d x 2 1/2"
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
8 - 10d x 1 1/2"
HTA20-18
1625
1495
9 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 112"
HTTA20
2375
11 - 10d x 1 1/2"
G
H10A
1040
1015
18 - 1 Od x 1 1/2"
RT16A
1025
900
9 - 1 Od x 1 1/2"& 8-1 Od
H
FGTR
4725
3400
wl (18) 1/4" x 3" SIDS WOOD SCREWS AND
(2) 112" x 5" TITEN HD ANCHOR BOLTS
RFUS
7100
(12) WS3 WOOD SCREWS-&--
(4) 3/4" x 6" WEDGE -BOLTS_
J
HTT5
4350
3740
—
5/8" ANCH. I ( ' 26) 10dxl-1/2"
HTT45
5795
5/8" ANCH. /(26) 1 Od x2-1/2
K
HD3B
3130
3050
5/8" ANCH./ (2) 518" STUD BOLTS
TDX2-TZ
3295
---
5/8" ANCH./ (2) 5/8' STUD BOL
L
VGT R/L
2225
1600
(16) 114"0" SOS WOOD SCREWS &
HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS
WOOD SCREWS & (1) 5/8" ATR
---
---
M
VGT - F
4940
3555
N
LUS26
1165/1150**
865/785**
8-10dx3"
JUS26
1050/1080**
840/950**
(8) - 1 Od x 3"
P
HUS26
1320/3280**
1150/2780**
20 - 16d x 3 1/2"
HUS26
2045/3400
1640/2990**
(20)16d x 3-1/2"
Q
HUS28
1760/4095 **
1480/3520 **
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d - 1 6d x 3-1/2"
R
MTS12
990
850
1 14 - 1 Od x 1 1/2"
MTW12
965
810
1 14-1 Od x 1-1 /2"
S
VGT - M*
4940
3555
1(16) 1/4"xY SDS WOOD SCREWS &
(1) 5/8" ATR EPDXIED w/ SIMPSON
I
T 1 (2) LGT3 16570-M 6960-FI4730-M 5010-171 & (8).318"4" TITEN HID (2 PLY) or
U
M(-i I -M^
3965
3330
�11)11X5'W/(])t)R5AIKW/ Iz
MUGT15
4240
3730
(Zd)1UCIX6I1)!)1dAIKW/1Z
W
MGT -F^
EMBED w/ SIMPSON "SET" EPDXY
EMBED w/ LISP CIA-7000C EPDXY
V
(2) LGT2
4060-M 4080-F
3500-M 3510-F
(32)10d x 3-1/4" SINKERS & (14) TITEN TURBO
LUGT2
331 O-M 4040-F
2920-M 3560-F
(32)10d x Y & (10) 1/4"xY DEWALT
(2 PLY) or(60) 10dx3-1/4" SINKERS@ FRAME
SCREW-BOLTor (64) 10d xT @ FRAME
"X"
HTS 20
1415
1215
(16)-1 Od x 1 1/2"
HTW20
1355
1140
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d x 3"
SPT22
735
8 - 1 Od x 3"
I SP2
1010
605
12 - 10d x 3"
SPT24
1090
12 - 10d x 3"
1 HCP2
590
510
12-1 Od x 1 1/2"
HHCP2
680
595 1
(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 REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22
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 AREA'S & 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 EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT
SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE
TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT
TO BE FASTENED W/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD
OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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.R1
(A)
OR 2 PLY
'ARRIER
( (B
H B
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR ATTRUSS INTERSECTIONS. 1 OR 2 PLY CARRIER A)
SPLICING 2 x CONT LEDGER
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING
SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 5'4' 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.
11
hi
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE CATEGORY C
FEFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG.
CT'V
W W
IIND AREA VALUE DENOTES PRESSURE
f,;n r:r:i:T
SQ FEET) (-I VALUE DENOTES SUCTION [4:12]-[12:12]
a=4ft
AREA ROOF 1 2e 2n 2r 3 3e 3r
HIP -35.94 -49.57 -49.57 1 -49.57 1
10 GABLE 1 -38.22 1 -60.99 -60.99 1 -60.99 1 _78.587i
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: ASTIM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTIVI F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (2 1/16) or 1Y32" EXP. 1 (33/j6)
TILE: IV32" EXP. 1 (3�/16)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", 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
W/ BLOCKING PER NAILING SCHEDULE.
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
A=
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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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NOTE:
SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS
SEE SHEET 10 FOR BUILDING ROOF LAYOUT
I SPECIAL CONNECTIONS I
FS-2] :(2) SIMPSON HTSM16 STRAPS w/ (4)1/4"x2 1/4" TITENS AND
(8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER.
INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS
BRACKETS.
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 (1) PLY
1450 (2) PLY
7 - 10d x 1 1/2"
6- 16d x 3 1/2"
HTA20
1870
1730
9 - 10d x 1 1/2"
A (2)
(2)META12
1
1875 (1)PLY
1795 (2)PLYI
10 - 10d x 11/2"
14- 16d x 3 112"
(2)HTA20
2430
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA16
1870
1730
9 - 10d x 1 1/2"
C
H2.5A
700
615
10 - 8d x 2 112"
RT7A
630
510
10 - 8d x 1 1/2"
ID
H3
400
365
8 - 8d x 2 1/2"
RT3
345
305
8 - 8d x 1 1/2"
E
META20
1450
8 - 10d x 1 1/2"
HTA20-18
1625
1495
9 - 10d x 1 1/2"
F
HHETA20
2120
10 - 10d x 1 1/2"
HTTA20
2375
11 - 10d x 1 1/2"
G
I H10A
1040
1015
18 - 1 Od x 1 1/2"
RT16A
1025
900
9 - 1 Od x 1 1/2% 8-1 Old
H
FGTR
4725
3400
wl (18) 1/4" x 3" SDS WOOD SCREWS AND
(2) 1/2" x 5" TITEN HD ANCHOR BOLTS
RFUS
7100
(12) WS3 WOOD SCREWS &
(4) 3/4" x 6" WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 10dxl-1/2"
HTT45
5795
5/8" ANCH. /(26) 1 Od x2-1/2
K
HD3B
3130
3050
5/8" ANCH./ (2) 5/8" STUD BOLTS
TDX2-TZ
3295
---
5/8" ANCH./ (2) 5/8" STUD BOLTS
L
VGT R/L
2225
1600
(16)1ANY SIDS WOOD SCREWS &
HDU4-SDS2.5 W/ (10) 1/4"x2-1/2" SDS
WOOD SCREWS & (1) 5/8" ATR
---
---
M
VGT - F
4940
3555
N
LUS26
1165/1150**
865/785**
8-10dx3"
JUS26
1050/1080**
840/950**
(8) - 10d x 3"
P
HUS26
1320/3280**
1150/2780**
20 - 16d x 3 1/2"
HUS26
2045/3400
1640/2990**
(20)16d x 3-1/2"
Q
HUS28
1760/4095
1480/3520 **
30 - 16d x 3 1/2"
HUS28
295015090
---
30d -1 6d x 3-1/2"
R
MTS12
1 990
850
1 14 - 1 Od x 1 1/2"
MTW12
965
810
14-1 Od x 1-1 /2"
S
VGT - M*
4940
3555
1(15) 1/4"XS' SUS WOOD SCREWS &
0) 5/8" ATR EPDXIED w/ SIMPSON
I
T
(2) LGT3
6570-M 6960-F
4730-M 501 O-F
1
& (8) 3/8"4" TITEN HD (2 PLY) or
(52) 16d SINKERS (@ FRAME
U
MGT -M*
3965
3330
(22)1 Od x 3" w/ (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET" EPDXY
MUGT15
4240
3730
(28) 1 Od x 3" (1) 5/8" ATR w/ 12"
EMBED w/ USP CIA-7000C EPDXY
W
MGT -F'
V
(2) LGT2
4060-M 4080-F
3500-M 3510-F
(32)10d x3-1/4" SINKERS& (14)TITENTURBO
LUGT2
331 D-M 4040-F
2920-M 3560-F
(32)1 Dd x 3" & (10) IWO" D EWALT
(2PLY)or(60) 10dx3-1/4" SINKERS @FRAME
SCREW-BOLTor (64) 10d xY @ FRAME
"X"
HTS 20
1415
1215
0 6)-1 Od x 1 1/2"
HTW20
1355
1140
24-1 Od x 1 1/2"
Spi
555
535
10 - 10d x 3"
SPT22
735
8 - 10d x 3"
SP2
1010
605
12 - 10d x 3"
SPT24
1090
12 - 1 Od x 3"
HCP2
590
sin
12 1 Od ), 1 112"
HHCP2
680
595
(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 REQ'D ON ROOF PITCHES 3/12 & LOWER.
REVISED 03-14-22
LOADS -- ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION.
FLOOR
JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
DROP HIP DETAIL.
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
(B)
1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6")
�FASTEN EACH (6) 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD
OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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.R1
STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, OF
SPLICING M.I/ 2
To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING
SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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. TYR AT INTERIOR BEARING U.N.O.
(A)
sl�
I OR 2 PLY
'ARRIER
R N NJ
2 PLY CARRIER t A)
xCONTLEDGER
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12]
a=4ft
AREA ROOF I ze 2n 2r 3e or
10 HIP -35.94 -49.57 -49.57 -49.57
GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58
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�C 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 (24/16) or'5/32" EXP. 1 (32/16)
TILE: 1Y32" EXP. 1 P3/16)
NOTE:
1. PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32% SHEATHING SHALL BE FASTENED
IA/1-rLJ ACTRA 1=1=7 DCDC! 01 11),4 '31/" n I'll" KIAII Q nD AQ-rKA 1=1=7 DQDQ nA I', lOn" KIAII Q
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
W/ BLOCKING PER NAILING SCHEDULE.
ROOF FRAMING PLAN - STANDARD (STD
& LAKE THOMAS
SCALE: )/4"= V-0"
LL
CCA 0912412020
a=4ft
GABLE ROOF > 20 TO 45 DEG
[4:12]-[12:12]
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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 seat is only for
the structural engineering portions
of the drawing pages bearing
Engineer's signature and seal.
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NO: 23-05707-05712
SCALE :
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SHEEFNO.
10 . 1
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.
GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
In a Flood Zone, all electrical equipment to be at or above DIFE.
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 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
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
F�
424 WEATHERPROOF DUPLEX OUTLET
1�W.P'
4m, GROUND FAULT INTERRUPTER DUPLEX OUTLET
tt�G . F. 1.
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
$3 THREE-WAY SWITCH
6.
P4 FOUR-WAY SWITCH
$R RHEOSTAT SWITCH
CEILING MOUNTED LIGHT FIXTURE
HI -HAT - TO BE SURFACE MOUNTED ON J-BOX
WALL MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS
TRACK LIGHT
FLUORESCENT LIGHT FIXTURE
EXHAUSTFAN
EXHAUST FAN/LIGHT COMBINATION
MQ ELECTRIC DOOR OPERATOR (OPTIONAL)
CHIMES (OPTIONAL)
FCH
PUSH BUTTON SWITCH (OPTIONAL)
PUSH BUTTON SWITCH - DOOR BELL
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB TELEPHONE/USB (OPTIONAL)
[TV] TELEVISION (OPTIONAL)
7TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
0 THERMOSTAT
F_
Wi ELECTRIC METER
WP7I ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
A IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
(1) PHONE LINE, (1) DATA PORT
ELECTRICAL SPECIFICATION NOTES:
3" VTR ELECTRICAL CONTRACTOR MUST VERIFY
3" VTR JIL
JIL WITH THE SPECIFICATIONS FOR THE TYPE
I OF FIXTURE TO BE USED. LIGHT FIXTURES
I SHOWN ARE FOR LOCATION PURPOSES.
I
OPT.
I I LAV LAV
r I I
HANSON I
BOX 1
HANSON
I L
I
BOX I J-'v
W/C
:L:AV SHOW
T
TUB/ SHOWER q-] DISCONNECT
0
W/C SHOWER - - - - - - - - - - - - - - - - - - - -- - - - -
OUTDOOR LIVING
� STUDOR DB INK C.O. >
:'I U DBL SINK INSTALL LIGHT
VENT
W/ DISP. ROUGH -IN
LAV 2 3� FOR OPT. <
FAN/LIGHT WP
W/C
N3 GFI
PLUMBING RISER.
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC
TO BE VERIFIED WITH PLUMBER
LOAD CALCULATIONS-
LINIT-A 1532 (1532)
SQ. FT. AT 3 WATTS / SQ. F.T.
1533 S.F.
4599
SMALL APPLIANCE CIRCUITS AT 1500 WATTS
3
4500
LAUNDRY CIRCUITS AT 1500 WATTS
1
1500
SUBTOTAL: 10599
DISHWASHER AT 1200 WATTS
1
1200
DISPOSAL AT 960 WATTS
1
960
WATER HEATER AT 5500 WATTS
1
5500
DRYER OUTLET AT 5000 WATTS
1
5000
AIR HANDLER UNIT AT 1200 WATTS
1
1200
RANGE AT 8000 WATTS
1
godo
MICROWAVE AT 1200 WATTS
1
1200
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
SUBTOTAL: 23060
TOTAL: 33659
1st 10 KW at 100%
10000
BALANCE OF WATTS AT 40%
9464
AIR CONDITIONER WATTS AT 100%
1
7104
HEAT PUMP WATTS AT 100%
0
HEAT PUMP & SUP. HEAT WATTS AT 65%
5200
TOTAL: 31768
LOAD WATTS --- 240 VOLTS
AMPS: 131j
PROVIDE 150 AMP SERVICE
Optional Overhead Service 200A
Same As Underground Indoor Panel
150 Or 200 Amp Service Center
IN
P Serial Cable
NEMA
3R r
Power Co. Feed 11 L #4 Solid COPPER Ground
Intersystem Bonding
Termination Per
NEC 17, 250.94 5/8" Galvanized Driven Ground
Rods at least 6'apart
Typical 150-200 Amp Electrical Riser Diagram
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF
THE NFPA 70 - 17, LOCAL CODES AND THE LOCAL POWER CO.
WT. 4 �� 1111_�_' R-M-
I
DINING
KI TCHEN)
F - - -
GFI
SWITCH FOR
DISPOSAL IN CAB
UNDER SINK
GREAT ROOM
/,>ROUGH -IN\
4_i' FOR OPT
LIG
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DE
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LIGHT AS,
P 1
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DB & GFI TO
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1ST ELECTRICAL - UNIT -A 1532.
SCALE: Y4"=l'-Q"
DEDICATED RECEPTACLE
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SCALE: Y4"=1'-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 beadng
Engineers signature and seal.
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JOB
NO: 23-05707-05712
SCALE :
AS NOTED
SHEET NO.
ELECTRICAL SPECIFICATION 3" VTR
NOTES: 3" VTR JIL
JIL
ELECTRICAL CONTRACTOR I
I
MUST VERIFY WITH THE I
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT I OPT.
FIXTURES SHOWN ARE FOR LAV LAV
L."v
HANSON I
LOCATION PURPOSES. OX
BOX 1 31,
W W/C
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LAV J
SHOWER
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GENERAL ELECTRICAL NOTES:
Notes: unless otherwise noted,
1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general).
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. 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 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.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
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
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)
EH
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)
[TV]
TELEVISION (OPTIONAL)
FT�V 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
WWI
ELECTRIC PANEL
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
G9
(1) PHONE LINE, (1) DATA PORT
Ij f UB/
W/C SHOWER
OUTDOOR LIVING
STUDOR DB INK C.O. A
U DBL SINK < \ / >
VENT �P INSTALL LIGHT
W/ DISP. ROUGH -IN
21,
W/C 3- FOR OPT. <
LAV 3"
W/C 3", FAN/LIGHT WP
GF1
/-2 -M
PLUMBING RISER
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC
TO BE VERIFIED WITH PLUMBER
LOAD CALCULATIONS-
UNIT-C 1624 (1624)
SQ. FT. AT 3 WATTS / SQ. F.T.
1625 S.F.
4875
SMALL APPLIANCE CIRCUITS AT 1500 WATTS
3
4500
LAUNDRY CIRCUITS AT 1500 WATTS
1
1500
SUBTOTAL: 10875
DISHWASHER AT 1200 WATTS
1
1200
DISPOSAL AT 960 WATTS
1
960
HEATER AT 5500 WATTS
1
5500
-WATER
DRYER OUTLET AT 5000 WATTS
1
5000
AIR HANDLER UNIT AT 1200 WATTS
1
1200
RANGE AT 8000 WATTS
1
8000
MICROWAVE AT 1200 WATTS
1
1200
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
OTHER LOAD WATTS
0
SUBTOTAL: 23060
TOTAL: 33935
1st 10 KW at 100%
10000
BALANCE OF WATTS AT 40%
9574
AIR CONDITIONER WATTS AT 100%
1
7104
HEAT PUMP WATTS AT 100%
0
HEAT PUMP & SUP. HEAT WATTS AT 65%
1
5200
ITOTAL:
31878
LOAD WATTS --- 240 VOLTS
I AMPS: 133
PROVIDE 150 AMP SERVICE
Optional Overhead Service
Same As Underground
150 Or 200 Amp Service
Power Co. Feed
200A
Indoor Panel
Center
3R
Cable
#4 Solid COPPER Ground
Intersystem Bonding
Termination Per
NEC 17, 250.94 5/8" Galvanized Driven Ground
Rods at least 6'apart
Typical 150-200 Amp Electrical Riser Diagram
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF
THE NFPA 70 -17, LOCAL CODES AND THE LOCAL POWER CO.
DB & GFI TO
BE ALIGNED
VERTICALLY
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SCALE: Y4"=1'-0"
DEDICATED
RECEPTACLE FOR
MICROWAVE
RANGE HOOD PER
SPECS
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.
F__ — — — — — — — — — — — — — — — — — __1
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SCALE:
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NO: 23-05707-05712
SCALE :
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SHEE7 NO.
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8" NOMINAL WIDT . H .
MATERIALS
fc precast lintels 3500 psi.
2c prestressed lintels = 6000 psi.
§routed per ASTM C476 fg = 3000 psi wl
Maximum 3/8" aggregate and 8" to 11 " slump.
Concrete masonry units (CM U) per ASTM C90 wl
minimum net area compressive strength = 1900 psi.
Rebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
270 low relaxation.
7/32 wire per ASTM A51 0,
91ortar per ASTM C270 type M or S.
GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled fintels 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 L11 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 vertical (gravity and uplift) and horizontal (lateral)
loads should be checked for combine loading with the following equation:
Applied vertical load Applied horizontal load
— + <1
Safe vertical load Safe horizontal load — .0
ALTERNATE POWERS
STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D-- 1-1/2" CLEAR
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STEEL BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.)
ONLY IF NOTED ON LINTEL PLAN
1. Refer to manufacturer's specifications for installation.
2. Contractor to provide proper protection of lintel to prevent rusting.
Refer to manufacturer's specifications.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
4. Lintel depth to match precast depth. One #5 Bar required top and
bottom of all Powers Steel lintels.
5. A bonding agent must be applied to the Steel Box lintels prior to
applying the cementitious coating. See contractor specifications
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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
2ND FLOOR LINTEL PLAN
SCALE: 3/16"=V-0"
SYMMETRICAL (�) (�) (�)
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SCALE : AS NOTED_
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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, ORCA-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 (1524MM) 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 X2 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 RAID) 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.
SPECIFICATIONS
1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1,1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 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.
1.1.7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
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 6fTMS 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.
11,12. 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 PCIF
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
TOP CHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
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.
ROOFTRUSS
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 "I" = 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
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 DL + FLOOR ILL + ROOF LL
TOTAL DIL + FLOOR ILL + 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-185 / A 185M-14
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"
1 y2"
Y4 "
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
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 W/ (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'm = 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. STRUCTURAL LUMBER:
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 15/32" 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
ANSIITPI 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'TBOLTS 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 3116", 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.& 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 provided.
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.
3. Irrigation/sTrinkler systems including all risers and
spray heal E shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and fi nal earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly 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 subseguent installation of tra
etc., shall be made with permanent metal or plastic forms. Permanent forms must �es'
of a size and depth that will 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 bef6re vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - Cgcrete overpotjr and mortar along the foundation perimeter
must be removed be ore exterior soil treatment.
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 exterior vertical chemical barrier must be installed after
construction is complete, including landsca in and irrigation. Any soil disturbed
p t '
after the vertical barrier is applied, shall be re reated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of com�liance must be issued to the building department
by a licensed pest control company efore a certificate of occupancy will be issued.
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 PROFESS I ONALS'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" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,,
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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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl -1\2" LONG (3/4"-1 "CROWN)
STAPLES @ 6" O.C. VERT BETWEEN
STUDS (NOTED THUS:-) - OFFSET
STAPLES BETWEEN STUDS AS SHOWN
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 FBCR 703.7.1 LATW
"ONLY APPLIES TO LENNAR TPA/JAX**
101-01,
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 0 0 0 *'v
51-101"
'0 le 0
C)
STUB -OUT FOR 11-01, = o -1
0 LO
IV 0
GAS METER 0 -1
0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - -
0 MEASUREMENTS ARE FROM FINISHED FLOOR
e ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
7-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13'-9"
(3) 16d TOENAILS
2" X 10" @ 16" O.C.
16'-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
19'-3"
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
61-111
(2) 16d TOENAILS
2" X 6" @ 24" O.C.
81-6"
(2) 16d TOE NAILS
2" X 8" @ 24" O.C.
(2) 16d TOENAILS
2"X 10" @ 24" 0. C.
13'-0"
(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
1
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1-7
wood panels
Two 314" 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
2 x + 5/8" or 3/4" wood panel
902.0
I
2 x — lumber
I
Double 2 x lumber
1 1
DOUBLE JOIST CONS
(Not required if both loa
Filler
1/8" gap
FILL CELL STD. 90' HOOK F BOND BEAM
UJ
CONT. #5
> STD. 90't,
CONT. #5 BAR
HOOK
BAR F
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
PLYWOOD FLOOR
SEE PLAN FOR REQ'D
SHEATHING PER PLAN
COLUMN AND
CONNECTION
I
TJ I TO BE CUT TO ALLOW
A-D
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
# OF 2nd FLOOR
Solid block all posts from
Solid block all posts from
STUDS
above to bearing below.
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min..
2"
Small gap 2"
"
4
max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener 2" min.
M
4) Place joists together and nail from each side with 2 rows of 1 Od nails requ
red when
nd
cated or 4" ax. 6-16
2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
1 6
top flange of joist. WEB STIFFENER
- Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
- Under 2nd floor column w/ loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer 1900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0'
require additional
wall or beam below.*
consideration. Check
k
local building
code for appropriate
'64
details in
One 10d box
areas=20 of high
or--21 sinker
lateral load.
nail each side
at bearing.
Boise Joist Blocking
Use 3" (10d) nails at 6" o.c.
Load bearing walls -7
Web Stiffener Fastener Schedule
Joist Bearing Location
Series Depth End intermediate
BC1 5000sp
9- 1 /2"
2-8d
2-8d
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
0—
BCI 6000S
BCI 6500s@
9-1/2"
11 7/81,
2-8d
2 8d
2-8d
3-8d
�4"
2 8d
5-8d
16"
2-8d
6-8d
BC160� N'
11 -7/8"
2-8d
3-8d
5-8d
16"
2-8d
6-8d
BCI 90se
7
11 -7/8"
/P
1 3-16d
I 3-16d
4
"
d
6-16d
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1 900 plf max. along bearing wall
Required on interior walls for vertical load transfer Plumbing
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.*
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
IF
"
Provide adequate bearing
for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
-10d nails require additional consideration.
Squash block
SECTION INT. BRG. WALL
(2x4 minimum) . �C_V
N.T.S.
Bearing wall, Versa -Lam LVL or
0
Glulam Beam
10(
sa 7LamLVL or I
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
DIMENSION OF LARGEST HOLE
IN BEARING ZONES D
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
'see
)tch\,I;
A 1 2" ROUND HOLE MAY DO NOT CUT HOLES
6' 6" 6'
BE CUT ANYWHERE IN CANTILEVER LARGER THAN
THE WEB. PROVIDE AT 7=ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
8
T-a'
T-T'
T-2'
2"
T-2`
V-3'
T-3'
V-7'
T-11"
24'
2-9'
3-0
3-7
12
T-9'
T-Z'
T-2"
2!
1 �-3'
T-9'
Z-4!'
Z-1 I "
3-7
4-Z'
4!-g'
9-4'
Any Iff'joist
_ - - - ____ _ , ____ -- -, � __ �
—
16
T-a'
1""
T-Z'
V-2"
T-7'
2-6*
3-Z'
3-10"
4-9r'
6-7
64'
7-2'
qpan (11)
20
T-0"
A..
T
11_zk
V-2'
2�-U',
3-a',
4-a�,
4-10",
6-11".
6-11"1
7'-11-i
8--1
i24
11-47-
1 V-1"
I T-0
1 T-3"
1'Z-6'1
3-7'14!-9'16-10"1
T-Z'
1 94'
1 9-6'
110'-9'
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.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
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.
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.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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.
up to 3
to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S
Joist hanger
SIMPSC
w/ (22)
NAILS T
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS T
RTRUSS
OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
AIN. EMBEDMENT
SCHEDULEFOR
AND QUANTITY
)IFFASTENERS
TYPICAL SIMPSON META12
META1 2 TSS INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR
4'
FOUNDATION INFO
= R7-
rE
-0 0
4 F
STEM FOUNDATION
Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
A/
Backer Block-,
"Top Mount" "Face Mount"
Backer block shall be tight 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"gapatboftomoftop
flange, flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
'0'
0 g (e,1
requirements
0.6 X Joist
depth
D
I -JOISTS BUCKETS
N.T.S.
GRADE
4
A
REINF. SEE PLAN
(2) #5 REBAR
Z��A/C �CHASE �ePVC�
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON META12 META12 TSS
INSTALLATION @ MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
1 REQUIRED)
w/ (18) 10d x 11/2
NAILS
#
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
PIPE VERTICAL THRU FND.
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"
CENTERED @ PIPE
PLUMBING LINE
PENETRATION
L
4
. *- .14
4
. .
SEE FND. PLN.
SIZE & REINF,
11
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
4
4
4 (�e4 .
. <1
�646
SEE FND. PLN.
SIZE & REINF.
C=
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4,
I
To the best of the Engineer's knowledge, in ation 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 sea] is only for
the structural engineering portions of the drawing pages bearing
Engineer's signature and seal.
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2x BLOCKING HORIZONTALLY@
2x#2SPFSTUDS INTERVALS NOT EXCEEDING
@ 16" 0. C. W/ (2) 10-4' (R302.1 1)
FOR UNDERLAYMENT 16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z�
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 & C�
ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE :E
COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" x 6 W1.4 x W1.4
w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
A
7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
SHINGLE ROOF, SHINGLES TO A
BE IN ACCORDANCE w/ ASTM r C?
T
D7158-CLASS G or H, or ASTM
_M� �Fl Pr
IjD3161-CLASS F, IN I :E:I
12 ACCORDANCE w/ TABLE
11-111 IWI =1 I I�
(TYP.) V R905.2.6.1, FLORIDA BUILDING
ARIES 7 H—
CODE 7TH EDITION (2020) 8
RESIDENTIAL
ROOF SHEATHING - SEE
INSULA LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G�
S SCALE: 3/4"=V-0"
F1 FV. VARIF, SEE TYP. WALL SECTION
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 @ 7" O.C.
CEILING & 8" O.C. WALLS
INSULATION PER
CHART ON FLOOR
PLAN
1x2 P.T. HORIZONTAL_j
NAILER
STD. 90- HOOK (SEE DETAIL
-ALUMINUM DRIP
EDGE
-ALUMINUM FASCIA
-2x SUB FASCIA
-SEE STRUCTURAL
SOFFIT SHEET SS
8"x8"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
-8" C.M.U. TYPICAL
TYPE 'IS" MORTAR
-ARCHITECTURAL
FINISH
lx2PTWDFURRING@24"O.C.—/��j Hr
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
Ce) AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U) TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
W
/—NOTE: EXTEND
MAMA WWF OR
"FIBERMESH"
DECO FINISH 4" to 6"
BELOW GRADE
Q!! A
00
6 MIL VAPO R I N5
BARRIER
0
COMP. SOIL.
(COMPACTED TO 95% IT
...
MODIFIED PROCTOR :III
7
ASTM D1557)
3" MIN. CLR.
(2) #5 REBAR CONT._/
ON 3" CHAIRS TYP. V-4" (1 STORY)
STD. 90 NOOK (SEE
U.N.O. 4" V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
SCALE: 3/4" = V-0"
� �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
O.H.D.
PAVERS�
RECESS
&-Ml _V"EM''
4!
_:EI I IEI I I�E - 4
C?
I F
I IEI I F7-7
1E=.I I I�r_t I I I
SEE A/S3 OR J/S6 T_
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4" (1 STORY) / V-8" (1
STORY w/ DEPRESSED SLAB OPT.)
1'8" (2 STOR")
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE:
N.T.S. � �3
ADDITIONAL INFORMATION.
00
_70-
4— T r7zF — — — — _
5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --Z \—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. w/ (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.
8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
(12) 1 Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 518"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-10" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
5/8"' x 10" "J" BOLT @ 24" O.C. W/
2"'x3/16" PLATE WASHER (TYP.) STEP, S11 E OF FOUNDATION AND
ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
OIL
A. F.F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 1.4
@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS /2-1 WWF OR FIBERMESH
ELEV. 4-3 1/2' z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 xW
AK P
A F.F. �'F 0 (F-
0
2x4 CONT. U_
I 111 LIU.
[if III
—111-1'3 111 , '� 1/2"(min.)- 4"
if
z
00 N r1l6m [ 00
I I EI I E
411 _U1 �1= 'I J=
(3 1 t/2
, , 11 1
-:5L H -,+ :111
GARAGE DEPTH VARIES �(3 1/2"(min.),- LIF, 1) 114
T7
F El I 1=1 I
I 1=1 I F
(2) #5 C -1 1 IT
(2) #5 CONT. 4" 1'4" 8" ONT. J 4 -
U.N.O. MIN. U.N.O. MIN.
GARAGE SLAB AT STEP rBN� TYPICAL BEARING WALL @ STEP SHEARWALL rc TYPICAL BEARING WALL @ STEP rc C
SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
11 �,O
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
2xS.P.F.S DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C
—14 2x STUD globos
INSULATION PER FBC AND ENERGY 1�1:
LOADBEARINGOR 2x BLOCKING HORIZONTALLY@
EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.1 1)
INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
#5 VERT. IN FILLED CELL 1 U-121" (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 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 10d NAILS SIDE IF APPLICABLE.
BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK @ K.O. BLOCK
(IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24
WALL SEE GG/S3) 7� 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W1 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
1 (6) 1/4"x3 1/4" TAPCONS X 3500#, MIN. TENSION 2600#)
*SIMPSON SP1 1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" M I N. LAP [24" M I N. LAP) #5 REINFORCING >< SPACE ANCHOR
SPACED EVENLY FIBERMESH I x _j BOLTS 6" MAX FROM 6x6W1 4xW1.4
w/ (10) 1 Od NAILS BAR <
C'4 WEEP SCREED INSTALLED ., 1�_" I'-,- 1 :1 11 1 1--
2x P.T. PLATE 777 X uj END OF 2" x PLATE WWF OR FIBERMESH
X 0
TYP. PER MFR INSTRUCTIONS X UJ
ASSUMED FINISHED E 3 OR #4 REINFORCING BAR / 0 V 'P
GRADE t, GRADE 40 MIN. Fy= 40ksi X _j
11 n N . j 2� #3 & #4 LAP SPLICE X CL '0' , -
6 t> - [GRADE 60 MIN. Fv= 60ksil U) . . . I>
;2� FINISH GRADE 60 2 1 X CL C)
MONO OR STEMWALL---,, 25" MIN. LAP [30" MIN. LAP] <
_j
FOOTING MONO SHOWN X W
xxxx uj A . . . . . . . . . .
FOR CLARITY 00 6 MIL VAPOR 1 0? X Cn —11 FE 1111111 1
R 1 7/8" I=
#5 REINFORCING BAR x
IT=I IH
'' - -, N ;2�
-IIIEE TE r=I I f__ - x Ell _11 EEIII
#5 LAP SPLICE X_
(2) #5 CONT
NOTE: C4 C, ri�El I =_11, 1, LI I i M i a r 36" M I N. LAP [36" M I N. LAP] ON 3" CHAIRS
*FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.)
W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T r �, M T T 101,
A//
1171'/ xxl 11 X�/ �x
- E11111
D1557) '—#6 REINFORCING BAR #5 STD. 90 HOOK
V-4"
L
_`**� #6 LAP SPLICE TYPICAL INTERIOR BEARING
FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F� WALL w/ UPLIFT /111' �n
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
n.) 4" z
00 r
1-1 1 [-1 1 F—I I I —I I 1---717K;
SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
GRADE
�Ll li�'Ll rF_lILl
) #5 REBAR w/ OPT.
�REEN ENCLOSURE
4" -1-1 18--�j
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" S3
BLO K WALL BEYOND
EXPANSION JOINT
13" O.H.D. RECESS
Cl)
A
.0 A
- 4 00
4
. A- A'
=71-
SEE A/S3 OR J/S6
FOR REINF. INFO. 3" MIN. CLEARANCE
1'4' (1 STORY)
V-8" (2 STC IRY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3
ADDITIONAL INFORMATION.
SCALE: 3/4"=V-101" SCALE: N.T.S. �3 SCALE: 3/4"=V-0"
1/2" GYP. BD,
P.T. 2x
HOLD GYP. BD.
e. 2"
1/2" FROM SLAB
01011 CONT. BEAD SEALAIS
A -
INTERIOR
4. -3 1/2"
CONCRETE NAILS W 1 1/2"
EMBEDMENT @ 12" O.C.
PLATE TO C NCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,
0?
E
�14
co 6 MIL VAPOR
BARRIER
RIES
SEE PLAN
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.) WWF OR FIBERMESH
I
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
I -
AT 24" O.C. MAX. CONNECTION INFO
SEE PLAN FOR
A
& LAYOUT DESIGN
TOP OF BEAM
A A �4 -It
C
SEE ROOF PLI kN
0,
A A
(2) HTS20 FOR STRUCTURAL
T
BEAM SIZE &
CONNECTION INFO
47
Til
co =
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
SEE A/S3/J/S6 8"
co
z
0
ATTACHED PER NAILING
FOR REINF. INFO.
OPTION #1
SCHEDULE
SEE TYP. WALL SECTION FOR ADDITIONAL
SEE PLAN FOR STRUCTURAL
SLAB INFORMATION
LU
COLUMN SIZE AND BASE
LU
LU
CONNECTION INFO.
SLAB STEP & RECESS
650"S.G.D. K� M�
Cn
—
SCALE: 3/4"=V-0"
2X STUDS @ 24" O.C. U.N.O.
SECURE 2x4 P.T. BTM. PLATE
SEE DETAIL 16/D1 FOR
w/ 1/4"0" TAPCONS AT 8"
MASONRYWALLAND
GARAGE
COLUMN TO PORCH SILL
O.C.
PAD FOOTING
:���1/2"
ATTACHMENTS & 18/D1
GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
TRIM PER PLAN
8" MASONRY WALL
W/ DRYWALL SCREWS @ 8"O.C.
ATTACHMENTS
EXTEND FILL CELLS cE
TO FOUNDATION PAD
0
L
ON FLOOR PLAN
Cn
LU
SIZE VARIES PER P AN
co
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CONT. BEAD SEALANT
§
w/ MIN. (2) #5 VERTICALS
00
GRADE
_j
I
I
I
FILLED SOLID (SEE PLAN FOR
6 x 6 W1.4 x W1.4
LU
LU
SIZE AND REINFORCEMENT)
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WW OR FIBERMESH
Ww
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COMMUNITY SPECS
U_ U)
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--FOOTING 'u
BEYOND
PAD REINFORCEMENT-)
3" MIN. CLEARANCE
I
(S IF F RrJAED-1 I I F I
0_ PAD INFO. ruu I Illu vvIU 1 11
SEE SCHEDULE
TAPERED COLUMN F
'.NTERIOR WALL SLAB STEP NON-BRG. rCD 12 PATIO COLUMN FTG. DETAIL ( �N
SCALE: 3/4"=V-0" SCALE: 3/4" 1".. SCALE: N.T.S.
C*4
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To the best of the Engineers knowledge, infor;ation 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.
W
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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION
TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD
PLAN 12 TRUSSES @ 24" O/C
/—TYPICAL C.M.U. WALL (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE
1/2" MINIMUM CEMENT FINISH SCHEDULE)
'o
(2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE
3/4" FURRING STRIPS
2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 518" 8" 7 5/81, 8" 7/8" STUCCO FINISH PER ASTM
1/2" GYPSUM BOARD —
CONNECTION C. 926 APPLY 3 LAYERS W/
SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER
FOR CLEAN -OUT @ 8" O.C. OR 4d
--2 METAL LATH. FIRST 2 LAYERS
PO I NT wl (3) 12d DRYWALL NAILS —SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER
x DEAD WOOD @ MID SOLID AREAS ARE
TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT 1/8" THICK OVER
DOUBLE 2x TOP EXTERIOR FACE OF BLOCK WATER
EVENLY F1 RESISTIVE BARRIER
PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8xl 6 BLOCK
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIMPSON SP2 w/ (12) 10d
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) 10d @ 8"
VARIE5 \_
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
12
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
SEE ELEV.
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S. P. F. STU DS @ 16" 0. 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) 10d (3) 1 Od TOENAILS T&B
NAILS AT EACH STUD _j AS REQ'D
2x BLOCKING @ MID
-"'--POINT EVERY OTH
STUDW/(3) 10d 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
SIMPSON SP1 w/ (110) 1 Od
EDGES & 8" O/C FIELD
W_'
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
—
W/ 8" EMBEDMENT
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
90A
STD. 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.)
�--ROOFTRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
z
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
,CE OF BLOCK WALL IS 2 1/4" NAILS AT EACH STUD
DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS
TO DRAIN
FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
F1
EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING
WALL O/C FIELD
2X4 PT STUDS @ 16" O.C.
WALL CLEAN -OUT
SCALE: N.T.S. FIT (2)2X4 PT STUDS UNDER HIP
1STCOURSE 2ND COURSE v 3RD COURSE CARRIER/GIRDER TRUSS
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 Odxl 1/2" IL
REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB
COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER. IN KO BLOCK AT EA. STUD L
MAIN SPAN
7/
ROOF TRUSS
MOISTURE BARRIER
TYPICAL SECTION THRU WINDIOW MASONRYLAYOUT D� UPLIFT CONNECTOR
SCALE: N.T.S. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
1\�,S4
AND FILLED W/ GROUT
KNOCK -OUT) .5
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
11
��
11
11
1�
- 4 7
—
4
STD. 9(f HOOK J8`
LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
IT
_L__1_1
IE
---
RF-]
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.
0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
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--�
Cr
UJ
>
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM. RECEIVE GARAGE DOOR AND TO ALLOW
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
SED PROVIDED END
MATERIAL OR CONSTRUCTION METHOD MAY BE U
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION
GARAGE ENTRY FORM DETAIL
x6 MOUNTING BASE
8x8x16 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
. BOTTOM OF MO__�_
POURED CONCRETE BASE FOR UNTING B')
TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
96 3/8"
88"
71"
58
41
34"
1 U,
3 1/2"-
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1 1/2" 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.0 .
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 90' HOOK IN K.O. BLOCK
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN,
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S.
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
WALL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE wl MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
DOOR STOP PSPN516Z w/ (12) 16d NAILS
MOLDING
Q TOP 2 ROWS 1 Od @ 3" O.C. (14
2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF
—GARAGE
4,9,, SPLICE STAGGERED
DOOR
J-BOLT
TRACK
BRACKET
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.
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)
(3)
(2)
(2)
(1)LSTA30
T-1 6'
(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
2-ROWS 12d NAILS STAGGERED
@ 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
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER 0 EXTERIOR HEADERS:
ONLY (1) 2x SILL PLATE W/ (2)
12d TOENAILS
0 OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" 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 DETA
rQ_"'�
IL
SCALE: N.T.S. � �4
SIMPSON
SIMPSON
SP2
SP4
2X STUDS @ 24" 0. C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ (4) 16d TOENAILS
TO TOP PLATE
1 1___1
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S. �4
F= 2240 LBS
3IMPSON
SIMPSON SP4 SP2
\x U
P.T.
ATE
TRANSOM FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
RECESS
LINTEL
SIMPSON SIMPSON
SP4 SP2 1
I. -
NAILED INTO
TRANSOM
FRAMING
SIMPSON
Spi
SIMPSON
SP4
SIMPSON
SP4
INTO
TRANSOM
FRAMING
SP4
SIMPSON
SIMPSON
Spi
SP4
SIMPSC
[BTRUSS BOTTOM CHORD OR 2x4
LOCKING W/ 2-16d TOE NAILS
EACH END
LU
<
2x TOP PLAT CO
\�2-16d NAILS @ 24" O.C. OR
E —//
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
v
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE
FP
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE AJS3 FOR,
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL/' j
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
—10d NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
SCALE: N.T.S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
3 (4565# SPF)
3 (5645# SPF)
33 (6970# SPF)
)S (9335# SPF)
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C (MIN. (2) PER BOTTOM PLAT
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2X BLOCKING
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EA. BLOCKING
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K.O. BLOCK W/(1)
#5 CONT. &
FILLED
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MASONRY WALL
@
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STAGGERED A
STAGGERED
h A
0 0 TRANSOM FRAMING
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N N
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& 8" O/C FIELD
L
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SPIS FOR 2x6 WALL, USE '—PLYWOOD
SP8 FOR 2x8 WALL)
SHEATHING
SIMPSON SP2 wl (12) 10d NAILS MASONRY --
I
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C.
MAX
(MIN
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2X8 P.T. BOTTOM
PLATE
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PLATE)
ALTERNATE:
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MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY R�
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the structural
engineering portions of the drawing pages bearing
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SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND
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SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\
::NAIL W/
16d NAILS
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SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 10/S5
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. w/ (2) 16d NAILS EA. END,
MAX. 9" SEE SCHEDULE - [RSH] - 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"
BACKNAI L w/ (2) 16d NAILS BAC KNAI L w/ (2) 16d NAILS
UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
SCHEDULE FOR SHEATHING DETAIL
vIF
45*±
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SEE STRUCTURAL
NOTES AND NAILING
2X4 CR01:3 BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAILV 2x4 KICKER
I --,-2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@ 8'-0-' O/C.
EXTEND AT LEAST 90% OF
EACHJOINTW/(3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
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 TOENAILS@ EA. 11
-
BLOCKING
7/16" OSB SHEATHING
FATTACHEDW/10d
END
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
OSB SHEATHING ATTACHED
I
1 OdX3" @ 3"O/C
CORD ATTACHED W/ (2) 16d TOENAILS
w/ 10d NAILS @ 6" O.C.
--r
I I CEI t
THROUGH CHORD
2"X4" LEDGER (MATCH BOTTOM CHORD t
EDGES AND 12" O.C. FIELD
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
NAILING SCHEDULE FOR SHEATHING�
DETAIL
2"X4" CROSS BRACE-\1
x
APPROX. 8" FROM
\_
RIDGE FASTENED AT
/I �
DOUBLE TOP PLATE
EACH JOINT w/ (3) 1 Od
/� 2x4 CROSS BRACE APPROX. 8"
&(2) 10dTOE NAILS@
AFROM
RIDGE FASTENED AT
EA.END
EACH JOINT W/ (3) 1 Od & (2) 1 Od
(NOT REQ'D WHEN
TOE NAILS @ EA. END
GABLE IS 4'-1 "OR
/*
2x FRAME WALL (SEE WALL
SHORTER)
N, 1\
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
,,-112" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
'\ (2) 16d
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
N..
NAILS
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
z
AND 12" O.C. FIELD
END TYP. TOP &
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(2) 16d NAILS
W/ (2) 16d TOENAILS
..
.
.
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7n=T==T_=
2x4 PANEL BLOCKING @ 48 FOR-- 2x BLOCKING
2x4 "T" ON T6P OF PANEL BLOCKING�l ED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES
FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 `7 ON TOP OF PANEL
WEEPSCRE
1/2" x 8" "J" BOLT @ 48" O
C
INSTALLED PER MANUF.
.
. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
::W
@ 48" O.C. BLOCKING, FASTEN WITH
I SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SIDS SCREWS TO PLATES AT 24" 70.C.
"
" "
"
"
"
1 0d
3"
4" O/C
MOISTURE BARRIER
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
_�
SIMPSON META1 2 w/ (7)
ALTERNATE SIMPSON MSTAM24w/(7) 10d NAILS
NOTE: IF EMBEDDED
1 0dx1 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" 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.
�5
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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
x
x
SEE STRUCTURAL--,,,,
CHORD BLOCKING
NOTES AND NAILING
4
INFORMATION
z 00 00
SCHEDULEFOR Ix
SHEATHING DETAIL BACKNAILw/__/
CKNA W/-/
WOOD TRUSSES
co 60 00
1 6d NIL
AILS
(2) 16d NAILS
2"X4" CROSS BRACE
APPROX. 8" FROM
2X4 RAT RUN BRACING
x
1 12"
RIDGE FASTENED AT
AT 24" O.C. ON TOP OF
EACH JOINT W/ (3)
BOTT. CHORD FOR 4
TRUSS SPANS
10d & (2) 10d TOE
ATTACHED W/ 2 - 16d
1�
NAILS @ EA. END
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 5 112" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRYWALL
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
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. P
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON — LOAD BEARI G LOCATION
lIl( �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
-
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" � �5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8
ADDITIONAL INFORMATION.
SCALE: N.T.S.
S5
1INIMUM 2x
2OSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL
(2) 16d NA
(2) 16d PER
JOINT
ww -w— wiv, w, 2"
4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
GABLE END BRACING DETAIL
12"
'SH SCHEDULE
XTACHMENT
SYP BLK'G @ 16" O.C.
J x 0. 131
AILS EA. SIDE
2x4 #2 SYP w/ 1 Old
XO. 131 @ 8" O.C.
ALTERNATE NON —DROP
GABLE END DETAIL
SCALE: N.T.S.
�5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
-1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 1 Od NAILS
O.C. FIELD
@ 6" O.C. EDGES AND 12"
.2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 OCIXT' @ 4" O/C
PL T SIMPSON SP2 wl (12) 1 Od
-2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
NAILS AT EACH STUD
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
SECTION SECTION
r3 r4
SCALE: N.T.S.
SCALE: N.T.S.
�5
REV. 06.08.22
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S5
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
GABLE TRUSS
-1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" 0. C.
E AND 12"' C. FIELD
JACK TRUSS
SEE PLAN FOR
2X4 "T" ON TOP OF PANEL--/
L
LLI
BLOCKING, FASTEN WITH
2X4 BLOCKING W/
1 Odx3" @ 4" O/C
(2) 12d TOENAILS
SECTION
rg
SCALE: N.T.S.
��5�
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
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM10KTA W/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"X2 3/4"
TITEN TO CMU
2 x 4 BLOCKING w/ (2) 10d
TOE NAILS AT EACH END @
24" O/C (TYP)
LU
BRACING W/ (3) 1 Od x
3" AT
EACH CONN. @ 24"
O/C
IS,\\\\ -MOISTURE BARRIER
BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
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
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"4" (U.N.O.)
1" BRACE
24"
0'0" - T-10"
T-O" - 6-0"
6-0" & GREATER
SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" 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 1/2" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMP6UN SP2 w/ (12)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
20'-0" MAX
"X" BRACE SEE DET. J/S5
2x4 BLOCKING--, 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
1" BRACE
ATTACHED
10d NAILS 4"
O.C. TYPICAL Al.
V_T
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAI
SCALE: N.T.S.
2x4 "T" BLOCKING
2X4 BLOCKING @
48"O.C.
16d NAIL
1" BRACE ATTACHED -
Aj4
L
W/ 1 Od NAILS @ 4" 0.
TYPICAL TT
GABLE TRUSS WEB
SINGLE 1" BRACING DETAIL 6
SCALEi N.T.S.
S5
DIAPHRAGM
BLOCKING @
48" O/C
_T� -GABLE TRUSS
TRUSS VERTICAL
2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE
AS PER HIB 91 SCALE: N.T.S.
20'-0" MAX
CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
L
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1111�
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NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
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
L
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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Fiords Building Code -
Residential 7th Edition, Engineer's signature and seal is only for
the st ct ral engineering portions of the drawing pages bearing
ru u
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ROOF FLASHING AND ROOF FLASHING
FOR UNDERLAYMENT
COMPONENTS TO BE IN ACCORDANCE
REQUIREMENTS SEE R905.1.1
w/ R903.2, FLORIDA BUILDING CODE
PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
7TH EDITION (2020) RESIDENTIAL
HURRICANE ANCHOR @ EACH TRUSS
SHINGLE ROOF, SHINGLES TO BE IN
ACCORDANCE wl ASTM D7158-CLASS G or
12
H, or ASTM D3161 -CLASS F, IN
ACCORDANCE W/ TABLE R905.2,6. 1,
FLORIDA BUILDING CODE 7TH EDITION
(2020) RESIDENTIAL
ROOF SHEATHING - SEE
INSULATION—
SCHEDULE - [RSH1 - ON
BAFFLE
F RAMING SHEET FOR
INSULATION P
SHEATHING AND FASTENERS
CHART ON FLOOR
PLAN
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
5/8" OR 1/2" HIGH STRENGTH CEILING
2x SUB FASCIA
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
SEE STRUCTURAL SOFFIT SHEET SS
CEILING & 8" O/C WALLS
I
ATTACHED WALL SHEATHING TO
1/2" GYP WB
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @
1x2 NAILER
CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
LU
0 Uj
16" O.C. 2X S.P.F. STUDS
0
7/8" CEMENTITIOUS FINISH PER ASTIM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
--- t
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od
_j Uj
Z) LU
3RD LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
U_
=
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
I
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 15 1000
B R
SQ. FT, OF FLOOR AREA & SEALED PENATRATION ARE /
A �fv�
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE
-Q.
-
L
/—(14
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTE
SEAT
ER PLAN
///----jI—METAL
0 R FELT
PAPER FOR
MOISTURE
I . I . .1
. I
BARRIER
I
1/2" HIGH STRENGTH OR 5/8 5/8"
GYP W6 (OR
P !.,q
GYP TYPE " X" @ GARAGE ONLY) W/ 13/8" 66��
.
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WIB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WD FURRING @ 24" O.0
BASEBOARD
11 �
MIN. 2500 PSI CONC. SLAB
MIN. PSI MAY VARY PER
MUNICIPALITY
7
E --A .
4 -i
'\A A4
''A
4.
6x6 W1.4xW1.4
WWF OR FIBERM S
A
STD. 90 1HOOK (SEE DETAIL)
8"x8"X16" CONC. KNOCKOUT
BILK. W/11#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO
STUD e
2nd FLOOR W,
BEAM/GIRDER
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 1 Old x 1 1/2"
NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL------
BAND JOIST
*SIMPSON LTP4 W/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL
SIMPSON LSTA24 STRAPW/(8) 10d x 1 1/2"
x
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
-END SHEATHING TO
)F BEAM OR GIRDER
,TE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 1 Od @ 6" 0. C.
NOTES: USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS
rN
SCALE: N.T.S.
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
co
0
LL
Uj
0 4"A" INSPECTION PORT AT
12�
m
0- EACH FILL CELL TYPICAL
Uj
a)
AT GARAGE CONTRACTOR
2ND FLOOR FRAMING - SEE
LO
TO CUT BLOCK OR POUR
SECTION J/S6
CURB DUE TO SLOPE
DECKING
ATTAC H E D WALL S H EATH I NG
NOTE: EXTEND DECO FINISH
TO BOTTOM PLATE/CHORD W/ 8d
410 6" BELOW GRADE
GRADE 00
@ 4" O/C, 2 ROWS STAGGERED
-INISH
FLOOR TRUSS SEE FRAMING PLAN
'--STD. 90 *HOOK
(3) # 5 REBAR ON 3" CHAI R (SEE DETAIL)
W/3" MIN. CLEARANCE V-8"
4"
TYP 2-STORY WALL SECTION -
REV. 03.16.21
SCALE: 3/4"=V-0"
FLOOR TRUSS
60
SEE FRAMING WEEP SCREED
9
;�__
PLAN INSTALLED PER MANUF.
2"x4" CROSS BRACE @ 48" F \—SIMPSON HETA20 W/ (8) 1 0dx1 112"
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
END WALL W/ (2)10dx3" @EA. BLOCKING& MIN. 4" EMBEDMENT
END INTO 2"X4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION KR
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 TRUSEE
FLOOR CONNECTION
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
Lu
Lu
WEEP SCREED
INSTALLED PER. MANUF.
u)
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
@ MASONRY 1ST FLR. SEE J/S6
SCALE: 3/4"=V-0"
FOR ADDITIONAL INFORMATION.
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
B.U.C.
(8) 1 Od NAILS TO
STUD PER STRAP
SIMPSON MSTAM36
MASONRY WALL
SCALE: N.T.S.
RIBBONS
DETAIL (FLOOR TRUSS)- ('0
SCALE: 1 1/2"=11'4'
NOTE: SEE TYPICAL WALL
",� SEE SHEATHING
SECTION C/S3 FOR
ADDITIONAL INFORMATION
SPECS ON FLOOR
--1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
2x BLOCKING HORIZONTALLY—
@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8"
EXCEEDING 1 U-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#.)
X
2X P.T. PLATE 6 W1.4 x W1.4 WWF OR FIBERMESH
AA
>4 A A
91
:4 4 A I I 1EEI I F
(3) #5 CONT. ON 3"
— J
8 -81, 81, CHAIR W/ 3" MIN.
CLEARANCE
INTERIOR 2—STORY FRAME SECTION rS
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0"
ADDITIONAL SLAB INFORMATION.
-171- IF
15/32" OSB
EXPOSURE1
SHEATHING
PROVIDE
BLOCKING AS
REQUIRED PER
SECTION X-X IF
NOT FULL
HEIGHT SHEET- nC
L 11 IL_
FLOOR SYST M
(2)- 2x TOP PLATE
lr� BEYOND
—
TF T 7 _11-�--f—EXPOSURE1
15/32" OSB
Lu
SHEATHING Lu
=
SOLID 2x Cn
1117-111
11 �I
BLOCKING @ ALL 'n
C
@,\
SHEATHING 0
U)
EDGES (SEE
OPENING
SECTION X-X)
w
Q. 0
R Lu
11
IF RFx
E
LU
2xSTUDS W
111
F11 IF—T
111 11 11 1 I�jj --BEYOND.
c=n
SEE PLAN
0
111
L11 LI
L J_ 11 —11
7.7-
co
\-2�4 P.T. BASE
4 \_-(�)-jHORIZONTAL PLATE BEYOND
2x RIBBON OR� VERTICAL
SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM I A I A 1 1 r-1 rl I A -ri ^k I MI A r'% A R A
3/8" "S" = NAIL 3/8"
SPACING
3/4"1 1/2"
S /2" S
i2f�
7__
S 1/2"
S
4S,
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FILITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ T O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @
O.C. W/ (2) 12d
16
TOENAILS T/B
10d NAILS @
8" O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
ox�
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
0
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
Lu
PENETRATE SURFACE MORE THAN YB".
<
'Co
Z
(Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
r Z
@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl Eld COMMON NAIL.
0
@ NAIL INTERIOR AT 6" C.C. wl 8d COMMON NAIL.
co
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
w/ 8d COMMON NAIL
Lu 0 0�
1<�
PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
CF
3- >- � 0 a
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT,
of 0 0 W
0 M -j D
2 LL
@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
U) I'l 0 LL
04 W 0
MEMBER IF GABLE END
LL =
_u)
NOTE:
WALL SHEATHING INSTALL.
rc
�, �6 &NAILING SCHED,
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"xl 0" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
(1) 2x SILL PLATE W/ (2)
BOX HEADER
12d TOENAILS
ONLY
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
SEE PLAN FOR REQUIRED'
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP,
P.T. BOT. PLATE
FLOOR TRUSS /
BEAM
2x BLOCKING HORIZON
@ INTERVALS NOT
� 11)
EXCEEDING 10'-0" (R302.
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/ 2"DIA.
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN,
V1.4xW1.4
SLAB W/ 6x6 V
WWF OR FIBERMESH
A
4 4
-�A
A 4
4
A
A
11 1=1 I 5_1 I A
71
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
M
S6
8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X2 1/2
Do NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIMPSON
SIZE
EA END
EA END
EA END
EA END
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
4'.9'
(2)
(3)
(2)
(2)
(1) LSTA30
g'-16'
(3)
(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 ASTIM 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.
@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
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FINISH GRADE
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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 71h 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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NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUI
NAILED MATCH NOS
OTHER I
\ 0,
z
'F A
ALIGN THIS STUD WITH
FACE OF 2ND RISER
SYP CUT TO FIT
kRSIN WALL
—2x12 SYP
BEARS IN WALL B Ad
-2x6 SYP c>
2x4 SYP BLOCKING
2x4 PT NOTCHED INTO STRINGER FOR STRAP
(SIMPSON MTS12 wl
AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2"
AT STRINGER CONTACT POINTS NAILS)
(I EW "All
SECTION VIEW "B"-
SCALE: I"= V-0" SCALE: 1 V-0"
TLIGN THIS STUD WITH FACE OF 2nd RISER
-3/4" RISER CUT TO FIT
MAINTAIN BETWEEN J"
AND 1" GAP TOP AND
2
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
-lx4 GLUED AND NAILED TO STRINGER STRAPGLUEnTO
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
-;7\' FSIDE) TO BOTTOM EDGE OF 2x12
STRINGER STRINGER
RISER AND TREAD
-2x4 DRAFT
STOP
-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
�-2x4 BLOCKING FOR 2x12
F2x4 PT UNDER 2x12 C
ROVIDE MOISTUR/E/
PROTECTION
r
LAAATTAACH AALL COMPONENTS
TT
OF STAIR TO CONC. W/ 4" X
2 3., X '0 C
TAPCONS @ MAX. 32" O.C.
-ATTACH ALL COMPONENTS 1x4 GLUED AND
OF STAIR TO CONC. W/4" X NAILED TO STRINGER
2 -1" TAPCONS @ MAX. 32" O.C. IN,
4
G.
TOP OF
STRINGER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
T 0 P
2x8 SYP DRYWALL STOP
M LIST NOT TOUCH
STRINGERS G
��2x4 BLOCKING FOR 2x12 SIMPSON A35
2x4 PT UNDER 2x12 OR LSC EACH
ej . Z-
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2"
D NAILED TO FLOOR WITH GLUE NAILS)
STRINGER CONTACT POINTS
VVMLL
SECTION VIEW "D"
SCALE: 1 V-10"
FILLER STRIPS ADDED PLYWOOD
GLUED & SCREWED TO
PLYWOOD DECKING
2x SYP CUT TO FIT
BEARS IN WALL
---2xl 2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 " = V-0"
2x4 GLUED
AND NAILED
SECTION D-D
SCALE: I"= V-0';
—3/4 PLYWOOD
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON "'��x8 SYP GLUED
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO
NAILED TO STRINGER FRAMING
2x4 DRAFT 2x12
STOP TREAD
2x12 TREAD GLUED
GLUED AND AND
NAILED---\ NAILEC
2 \
xi
DR FT STC P
h/
�2x4 PT NOTCHED INTO Q, t
STRINGER AND TAPCONED\ x8 SYP DRYWALL STOP MUST
:INTO FLOOR WITH GLU�� NOT TOUCH STRINGERS
AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS
x4 GLUED AND NAILED TO STRINGER
FOR DRYWALL SPACING
y^H -,,, SECTION VIEW
SCALE: .1" = 1'-0"
\11--� 2
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE
AT STRINGER CONTACT
POINTS
L \/-?x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
ALUED AND NAILED TO STRINGER
KOR DRYWALL SPACING
H
SECTION VIEW "Ell.
SCALE: 1 " = V-13"
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
y-E\ ZjtU HUN V1t:VV 0 1 /—XIM UUINO I MUU I 1UIN Ur. I /AILO
SCALE: I" = 1.
2 (IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED
STRINGER— I,<
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
SECTION VIEW ffcfl
SCALE: I" = V-0"
FLOOR TRUSS OR
GIRDER, FIELD VERIFY
(2) LAYER 24" EDGE GOLD
OSB OR PLYWOOD
OR 1 3'X16" LVL
ATTACHED W/ 12d NAILS
@ 6" D.C. TOP, BOTTOM
AND VERT.
,SECTION VIEW "G".
SCALE: 1 " = V-0"
CONN. TO BOTTOM
OF NEWEL POST
PER CONTRACTOR
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST LET INTO
THE BLOCK
PROVIDE
BLOCKING
2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
(GLUED AND NAILED)
TRUSSES
NEWEL POST
BLOCKING
SCALE: 1 " = V-0"
SECTION VIEW
SCALE: :12" = 1'-0';
JOINT
- TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
I D NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
2X BI1OCKING
2X STRINAR
PSON MTS12 w/
1 Od x 1 1/2" AILS;
2�D OR
3 D
Tn2X
BLOC ING
RISN
VARIE
ECTION VIEW "Hlv
SCALE: 1 " = 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
Engineers signature and seal.
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1x4 1/2" DRYWALL
DOOR JAMB (REFER 'X4
DOOR JAMB (REFER r-1
/2" DRYWALL
x4 F1
DOOR JAMB (REFER
TO PRODUCT
1x4 F 1/2" DRYWALL
TO PRODUCT
q
APPROVAL FOR CONN.
P.T.
TO PRODUCT
APPROVAL FOR CONN.
x4
APPROVAL FOR CONN.
X4
El, E
*4"2X8
3-1/4" LONG X 3/16"0
x4 P.T.
"E FURRIN G
3/16"0 X 3" LONG
TAPCONS
FURRING
(2) ROWS 3/16" x 3-1/2"
FURRING
TAPCON. INTO
STAGGERED @ 16"
L1x8 P.T.
TAPCON @ 16" O.C. &
im
FROM EACH END w/ MIN.
JY2
1X8
BLOCK@ SPACING
PER MANUFACTUR�= 1"
DETAIL
O.C. 2-ROWS INTO
2" EDGE DIST. ATTACH
MASONRYTHROUGH
1-1/211 DETAIL
1 x8 w/ (2) ROWS 8d NAILS
311 DETAIL
1 x4 P.T. & 1 x8 P.T.
STAGGERED @ 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
APPROVAL FOR CONN.
N -
1/2"DI
1 x4 1/2" DRYWALL
1
DOOR JAMB (REFER
EACH END W/ MIN.
2" EDGE DIST.
TO PRODUCT
APPROVAL FOR CONN.
�1 6"
2x8 P.T. w/ (2) ROWS 3/16"
F
TO PRODUCT
x 3-1/2" TAPCON @ 16"
1x4
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
O.C. & 4" FROM EACH
rx4
FURRIN(
TAPCON @ 16" O.C. &
L
IST
END w/ MIN. 2" EDGE DIST.
4" FROM EACH END W/
2x8 P.T.
W/
ATTACH SECOND PLY w/
L 2x P.T. AS REQ'D
MIN. 2" EDGE DIST.
(2) ROWS 1 0dx3"
2x8
2x DETAIL
2 1/4"
DETAIL
STAGGERED @ 12" O.C.
3-1/4" DETAIL
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" M IN.
EMBEDMENT INTO BLK.)
1/4" MAX
Z-V
1 X 4 FURRING
SOLID BLKG. AT TOP BTWN,
BLOCK HEADER
ARCH BLKG. & BUCK
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45" DIAGONAL
NTO
(4) 10d NAILS INTO
7KG
BRACE(S)
L
2 x 8 BRACEI BLKG,
7/16" OSB
BUILT UP PLWD. BUCK
iB
CUT H OLE IN O.S.B. FOR
ARCH PANEL LE IN S B - FOR
SCRIBE (NOTCH)
POLY -CELL IN THIS AREA
i S AREA
BACKSIDE TO FIT ARCH
1 0 To
(4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS
I
BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR-`
h/1 nTw r)p x I I � rjn jKl n,
AIA A _ia
2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER
ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A
PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S. �s
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BI
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. B'RACE(S)
BUILT UP PLWD, BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW ----
ANCHOR INTO ARCH BLKG.
PER INSTALLATION DETAILS
SECTION
A -A
81'
1/4" x 3 1/4" TAPCONS
�LEAVEACUTOUTINO.S.B. ONTHE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
\-PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
2 x 8 BUCK - CONNECT TO BLOCK SECTION
WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
EMBEDMENT IN';"O�K.)
/4" MAX Z-O" 8"
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END
LEAVE A CUT OUT IN O.S.B,. ON *T
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OS B ARC H PAN E L
'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
13-13 ARCH DETAIL
SCALE: N.T.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.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 RE&
(TYP)
STD, 90'
HOOK (I
±5
LNOTCH WEB AT
FIRST 2 COURSI
1 —
AVAU Mo 9 ruK I 11� I h1Av
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
(5) 12d NAILS SMPSON
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
JACK TRUSS PROVIDED BY-J
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN
2X4 SYP 1") CONT MATCH TRH.-,.q DEPTH
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
IF TRUSSES USED) W/ (2) #6 X 4Y2" 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
SCALE: 3/4" = V-10"
0
0
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.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
HOOKED DOWEL
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
W.W.M * AT PERIMETER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1 4�' EXPANSION BOLT (2
WHERE THIS CONDITION
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
OCCURS
#5 CONT. TOP & MID
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER 6'.0"
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
I
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
THANONELENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
na �:L
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
k
PRESS PANEL REINFORCING INTO PLACE.
6" 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
.4.
GRADE
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
7
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
CN
REMAIN FREE OF MORTAR.
NOTE:
Cl)
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
(2) #5 REBAR. (1-STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
VOIDS
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
e
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
SECTION AT DEEP MONO FOUNDATION
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
REV. 07.28.21 SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
LFILLED CELL PER
FOUNDATION PLAN
R
YP.)
THE
:S
## # # # # 0 #V'
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
#5 REBAR (TYP)
A# # 10 # 10-
----*4§TD. 90- HOOK (TYP.)
@ FIRST COURSE
'11111, 4111,
2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
><
3/4" PLYWOOD DECKING GLUED
ATTAC HED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12" O.C. FIELD
O.C., 2 ROWS STAGGERED
2x BAND JOIST W/ FACE NAIL 1 Old
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
a
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
\—SIMPSON HGAM10KTA@ 12"O.C,
w/ (4) 1/4xl 1/2" SIDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
FILLED CELL INSTALLATION f H RETROFIT FOR MISSING EMBEDDED STRAP
SCALE: N.T.S. "'i,, SS ) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
BRG WALL TYPE
PER PLAN
F CHANNEL,
FASTENED PER
NOTE 2 BELOW—i—Af---L—
CONT 2x4 NAILED T
BLOCKING w/ 2-12d NAILS (")
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
1-3/4" TRIM PAINTED
SS NAIL w/ 5116" HEAD
D IA. @ 24" O.C.
CONT VENTED OR SOLID SOFFIT
IL
;2x BLOCKIONG NVAILED TO TOP
CHORD EVERY OTHER TRUSS
wl 3-12d NAILS, TYP. (")
1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
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
- WOOD w/ (3)16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
- SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
C
S DFO 1 ALE: 3/4" = V-0" FOR ALUMINUM SOFFITS WITH SPANS
SC
REV. 09.23.2021 > 1'4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FIL PA INSTALLATION CRITERIA
�REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
��O
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-15"
q DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
TO TRUSS TOP CHORD
+ PLYWOOD SHEATHING
+ 4.
BLOCKING AS
+ REQUIRED TO
SUPPORT SOFFIT
PRECAST LINTEL CENTER SOFFIT
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTENSION K"M
SCALE: 3/4" = V-0" "i,, SS
QPI= QWr:I=T n) Akin
SIMPSON HTT4w/(18) 10dxl
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED w/ SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN, EDGE DISTANCE
RETROFIT FOR MIS
MSTAM STRAP
Cr'All C
I -t — I -V
�i
z
0
U-
0
LU
FILL 1 st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.� :.4
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS)
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR RECI-D.
11-011 51-011
>
A
to, . '.* . I A #5 BAR
V CENTERED W/ n
IN TOP C:)
A
F
KNOCKOUT/
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
012
CLEAN FILL I. A.
DIRT
STANDARD
9
99 HOOK
#5 BAR IN /�01
FILLED CELL,
L V
L
STEMWALL FOOTl"N'G SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-0"
)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
)NTACT 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
� t EXISTING FOOTING (2) #5x6'IN CONIC.
CO 10 FILLED CELL
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
4- SAW CUT
EXISTING FOOTING SECTION
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
C"
C=
C)
C11
C',
E
Cc
%6.
IAPOWA/
. ........ .
S
0
L
ro
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. Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and
W
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SCALE : AS NOTED_
SHEET NO.
SS
T --- - - - -- ---- I I I , lh,111,1 � � III 1111''AIIIIAll 1 Ahl 1, � HUF J1 'L: "I'[ " 1''11h-'I'1I':' ' ' 11 1 11 11 1 1 1 1 1 [1
DIAGONAL SPACED
AT 15'-0" 0.
SEE ROOF
E
PROVIDE 2X4 MIN. BLOCKING AT
SHEATHING
ANF SHI
PLAN
OF HIPIRIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
BLOCKING
END TO TRUSS TOP CHORD
TYP.
I K1r_1
2X4 BLOCKING
BETWEEN TRUSSES
TRUSS
A
SECT. A —A
A
G.T.
CONTINUOUS LATERAL
ADD 2X4 ALONGSIDE
BRACING- NAIL OVER
TOP CHORD WHEN REQ'D
X-BRACE AS SHOWN-
TO PREVENT PLYWOOD
INSTALL BLKG. AT TRUSS
X-BRACING - 2X4 SPF OR
SPAN FROM EXCEEDING
PACK
WEBS FOR NAILING
SYP wl 2-16d @ EACH TRUSS
MAX 24" SPAN (EITHER
USSES
1-
HIP
WEB
SIDE OR BOTH IF REQ'D)
ZI
G.T
CROSS BRACING DETAIL (TYP.)
SCALE: 1/2" V-0"
(2) 12D NAILS --y
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL r2
SCALE: 1/2"=V-0"
TRUSS NOTES:
TYP. HAND FRAMING ABOVE TRUSS
CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT Z-10" O.C.
1 .
WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014
MAY BE NAILED EACH DIRECTION TYP. U.N.O.
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
W/ M IN. (4) 12d WHEN
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
IT LANDS NEXT TO
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
SIDE W/ (3) 12d NAILS WHEN
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
REQUIRED W/ (2) SIMPSON HTS20
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
W/ (14) 1 Od X 1 1/2" EACH
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 MANUFACTURER ALL LATERAL BRACING
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 211
O.C. MAXIMUM.
3.
ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH TRUSS INTERSECTION.
CB
4.
ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
B
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
DB
5.
PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
PRE-ENG. TRUSS
2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING
BETWEEN EA. TRUSS
I
CONT. ROOF SHEATHING AT TRUSS TOP ---/
MAX & EACH END ALTERNATE
DIRECTION TYP.
A
CHORD AT ALL HAND FRAMED AREAS TYP.
DIAGONAL
AT 8'-0"
MAX
WOOD
TRUSS
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) #7X 3-1/2" WOOD
SCREW EACH TRUSS
OR SIMPSON H2.5A @ 48" O.C.
BEVEL CUTS
(OPTIONAL)
2x8 #2 SPF RIDGE BEAM
2x6 #2 SYP RAFTERS FOR SPANS 4FT
TO 8FT 2X4 RAFTERS FOR SPANS LESS
THAN 4FT @ Z-O"O.C. MAX. W/ (3) 10d
COMMON TOENAILS TO RIDE BEAM
2X4 CONT. AT—/ CONC.MASONRY
T & B CHORD STEEL OR WOOD
BEARING SUPPORT
A -A ALTERNATE BLOCKING
DETAIL INTERIOR BEARING
V"
SCALE: 1/2" V-0"
WOOD TRUSS
A
PROVIDE BLOCKING AT ALL TRUSS BEARING
SUPPORT WHERE TRUSS DEPTH EXCEEDS
STANDARD HEEL HEIGHT
TYP
WOOD TRUSS BLOCKING DETAIL
.
SCALE: 1/2"=V-0"
2 x P.T. BLOCKING BY FRAMER FOR
A --
PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2
(2) SIMPSON SDWC1 5600 SCREWS @
EACH TRUSS TO LEDGER
PROVIDE 25" LAP
SPLICE @ F.C. REBAR
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
TOP -CHORD BEARING
SIDE OF THE FLOOR TRUSS FOR AN ARE�
FLOOR TRUSSES @
5 1000 SQ. FT. OF
24" O.C.
FLOOR AREA & SEALED
PENETRATION AREA W/
FOAM. DRAFTSTOPPING
SHALL DIVIDE THE
CONCEALED SPACE INTO
APPROX. EQUAL AREAS.
2) 2x8 SYP #2 P.T.
LEDGER ATTACHED TO
MASONRY W/ (2) ROWS
5/8" SIMPSON TITEN HD,
"
MIN, 5
EMBEDMENT @
t
24" O.C. STAGGERED @
12" O.C.
DOUBLE KNOCK -OUT
BLOCK W/ (1) #5 CONT.
IN EACH COURSE.
FLOOR CONNECTION @ EXTERIOR WALL
SCALE: 3/4" V-10"
2'-0" MIN.
'd
LAP SPLICE
11-01, 11-01,
6" 6" 6" 6"
0 0 1 0 0 0
SPLICE
0 1 0 0
I 711�
\--SPLICE BEYOND
Z-O"
.4 01
PART. ELEV. VIEW
I P, r) 11
DBL. KO. BLOCK
1, 0
1, 0
TYP.
11-0
T P.
0
ro
Nue
(2) 2x8 SYP #2 P.T. CONT.
LEDGER W/ (2) ROWS OF 5/8"
TITEN HD STAGGERED @ 24"
O.C. W/ 5" EMBEDMENT & 6"
EACH SIDE OF SPLICE &
EACH END.
24" M IN.
J. (2) 2x8 P.T. LEDGER
LAP SPLICE ATTACHED TOGETHER W/
(2) ROWS OF 1 Od @ 6" O.C.
PART. PLAN VIEW
LEDGER SPLICE DE
TAI L (54
SCALE: 314" = V-0"
- PROVIDE 30" LAP SPLICE
@ F.C. REBAR.
(2) ROWS OF 11 NAILS @ 4" O.C.
MAS(
SEE
FLOOR TRUSSES
@ 24" O.C.
DOUBLE KNOCK -OUT
'UT
BLOCK W/ (1) #5 ALTERNATE:
CONT. IN EACH (2)2x8 SYP #2 P.T.
COURSE
LEDGER ATTACHED TO MASONRY W/
(2) 5/8" DIA. TITEN HD MIN. 5"
EMBEDMENT PER 54/D1 SPACING
SI M PSON HGAM 10 @
4'-1 O.C. T & B
FLOOR ATTACHMENT r5O
SCALE: 3/4" V-0"
WOOD TRUSS
OPTIONAL 6" WIDE BOARD
BATTEN STRIPS TO
ELIMINATE 3/4" AIR SPACE.
SEE MANUFACT. SPECS.
FOR INSTALLATION.—,,
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. MAX
(2) LAYERS 1"X24" PROPRIETARY TYPE
"X" GYP. PANELS INSERTED BETWEEN
2" FLOOR & CLG. RUNNERS W/ 2"
STEEL H STUDS BETWEEN ADJACENT
PAIRS OF GYP. PANELS.
2" FLOOR RUNNER
W/ 3/16" DIA. x 13/4"
TITEN2 @ 16" O.C.
FIRE CAULK
RUNNER TO BLOCK
WALL EACH SIDE
NOTES:
1. SEPARATION WALL IN THE
ROOF SYSTEM PROVIDES
2-HRS. PROTECTION PER
GA FILE ASW 1002.
6" WIDE 1/2" DENSARMOR PLUS FIREGUARD-C OR
TOUGHROCK FIREGUARD-C GYPSUM BOARD
DETAIL - ADJACENT TO TRUSSES
GA FILE ASW 0810 SCALE: 3/4"=V-0' -
fOl I 0A -rnCK1 A ILS
2X6 P.T. CONT.
-EDGER T&B W/ (2)
1/4" X 3" TITEN2 @ 24"
D.C� T&B
TRUSS
. .....
(6).162" x 3 1/2" NAILS
TRUSS TO LEDGER &
(4).148" x 1 1/2"
LEDGER DETAIL
SCALE: 3/4" V-0"
NO MINIMUM AIR SPACE
W/ BATTEN STRIPS
1" DENSGILASS ULTRA
SHAFT LINER
MASONRY WALL --
SEE FLOOR
N FOR MORE
PLA
INFO.
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE
VARIES W/
ROOF SLOPE
x
MIN. 2X4 #2 SPF P.T.
CONT. W1 (2) '"XT'
TITEN2 SCREWS @
16" O.C.
TRUSS OR
ROOF SYSTEM
SHEAR TRANSFER
EXTERIOR. WALL 52
SCALE: 3/4" V-0"
PROVIDE 2x BLOCKING W/ (2)12d NAILS EA. END BETWEEN
TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING
12 BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK
ISEE MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS
JELEV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF
DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED
7--__ WITH APPROVED FIRE CAULKING.
2X4 BLOCKING @ 48" O.C. MAX. W/ 30 LB FELT (SHINGLES)
(2) 16d TOE NAILS @ EACH END -
FIRE RESISTANT OSB 7/16"
2" CLG. RUNNER FIRE CAULK SHEATHING 4'ON EA. SIDE
RUNNER TO SHEATHING OF WALL NOT STAGGERED CEILING BOARD
ABOVE AT EACH SIDE -7 OVER PARTY WALL
:::�
STD 909 HOOK
2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS
2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR
UL-U905 (see sht 9) LOCATIONS)
2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING
w/ (2) 1/4"x3" TITEN2
(2) SIMPSON SDWC15600 SCREWS @ EACH
TRUSS TO LEDGER
(2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 5/8"
TITEN HD STAGGERED @ 24" O.C. w/ 5" EMBEDMENT & 6"
EACH SIDE OF SPLICE AND EACH END SEE 54/Dl
3/4" PLYWOOD DECKING GLUED AND
NAILED W/ 8d COMMON AT 6" O.C,
EDGES AND 12" O.C. FIELD
1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W
OSB (DRAFTSTOPPING) TO BE NAILED W/
8d COMMON AT 6" O.C. TO ONE SIDE OF TOPCH I
FLOOR TRUSS FOR AN AREA < 1000 S.F. TEI
AND SEALED PENETRATION AREAS W/
FOAM. DRAFTSTOPPING SHALL DIVIDE
THE CONCEALED SPACE INTO APPROX.
EQUALAREAS
GYP.
(1) LAYER 1/2" HIGH STRENGTH OR 5/8'
(OR 5/8" GYP. TYPE "X" @ GARAGE W/ A
HABITABLE ROOM ABOVE) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7"
O.C. CEILING, 8" O.C. WALLS & 4" O.C.
EDGES
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN FOR LOCATIONS)
8" CONC. BLOCK (TYP.) PER UL905
1x P.T. BASE NAILER----,
6x6 W1.4xW1.4 WWF.
lin
1 11
I
FIR
oil
III
M0011
2X4 LEDGER @ 48" O.C.
SEE ROOF PLAN
MAX VERTICALLY NAILED
FOR STRAP INFO.
TO TRUSS WEBS W/ (2) 8d
BASE BOARD PER SPECS.
(TYP.)
EXTEND BURN CLIPS AS PER
2 x P.T. BLOCKING BY FRAMER
FIRE WALL MFG.
FOR PLYWOOD EDGE NAILING
R30 INSUL. MIN. SPECIFICATIONS NAILED INTO
W/ (2) 1/4"x3" TITEN2
2x4 LEDGER ONLY AT EACH
SIDE OF STEEL "H" STUD.
(2) SIMPSON SDWC15600
`--m LAYER 1/2" HIGH STRENGTH
SCREWS @ EACH TRUSS TO
OR 5/8" GYP. WB. W/ 13/8"
LEDGER
DRYWALL NAILS OR DRYWALL
SCREWS 7" O.C. EDGES.
PSON RBC @ 36" O.C. W/(6) 10d X 1 1/2" NAILS
3/4" FLOOR
INTO TRUSS BOTTOM CHORD/SCAB & (3) 1/4" X 2-3/4"
SHEATHING
TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS
TO BE INSTALLED PRIOR TO FURRING STRIPS
INSTALLATION I ON BOTH FACES OF WALL)
1x P.T. NAILER INSTALLED
AFTER INSTALLING RBC'S
1/2" GYP. WB OR 3/8"
8"x8"x16" CONC. KNOCKOUT
PLYWOOD/
BLK. W/ 1 #5 ROD CONT.
TYPE 2-M-W OSB
FILLED W/ GROUT
(DRAFTSTOPPING)
F\
4"X4" INSPECTION PORT AT
///--EACH FILLED CELL (TYP.)
0 BE NAILED W/8d
COMMON @ 6" O/C TO
1x P.T. BASE NAILER
ONE SIDE OF THE
STD. 909 HOOK
FLOOR TRUSS FOR AN AREA < 1 00
(SEE DETAIL)
OF
—NAIL FLOOR TRUSS TO LEDGER W/
FLOOR AREA & SEALED
(4) 10d TOENAILS (TYP.) EA. SIDE
PENETRATION AREA W/
FOAM. DRAFTSTOPPI NG
-----(2)
SHALL DIVIDE THE
SIMPSON SDWC15600 SCREWS @
CONCEALED SPACE INTO
EACH TRUSS TO LEDGER
APPROX. EQUAL AREAS.
T"
ORD BRG.
FLOOR SYSTEM/
-DOUBLE KNOCKOUT BLOCK W/ (1) #5 ROD
CONT. IN EA. COURSE FILLED W/ GROUT
-1" P.T. NAILER
-R-3 MIN. INSUL, PER. FBC.
-1/2" GYP. WB.
TYP. "S" MORTAR (TYP.)
z
�Q
U)
4"X4" INSPECTION PORT. AT
�_�EACH FILLED CELL (TYP.)
9
(4) #5 CONT. TD. 909 HOOK
ON 3" CHAIR 81, Z-O" 8" (SEE DETAIL)
2-STORY PARTY WALL SECTION rPW'01
SCALE: 3/4"=V-0" REV. 05.24.23
PRE-ENGINEERED
FLOOR TRUSS'AT
24" O.C.
GYP. BOARD CLG.
SEE 53/Dl FOR
LEDGER CONNECTIONS
1/2" GYP. BD.
(
)-
.
.
NAILER
BASE BOAR[
PER SPECS.
CONC. SLAB
SEEFOUND.
6 MIL VISQU:
TREATED!
SEE PLAN
TOP OF PLATE
77
TOP COURSE W/
LINTEL SEE
PLAN
SEE PLAN
TOP OF WINDOW
WINDOW PER PLAN
8" C.M.U. WALL
10'-8
DOUBLE KNOCK -OUT
W1 (1) #5 CONT. IN.
EACH COURSE
REINFORCING W/ MATCHING
#5 DOWELS IN SOLID
GROUTED CELL W/ MIN. 25"
LAP SPLICE MIN.
8" C.M.U. WALL
DP OF SLAB
00
3 #5 CO NT. 20"
TYP. 2 STORY WALL SECTION
SCALE: 3/4" V-0"
REV. 08.20.21
o,-o,,
F. F.
VARIES WITH
SITE GRADES
SEE PLAN
C=
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CS
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��/121/1
0"ESSIOI`P�l
-
"\\N
/Io/111111111100
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 sea] is only for
the structural engineering portions of the drawing pages bearing
Engineer's
signature and seal,
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JOB
NO: 23-05707-05712
SCALE :
AS NOTED
SHEE7 NO.
D 1
T
I 1 11 11 IF—_77-7, ha,�i -Ad 191 1 1 _j - I __F_F_ I
FOLD UP WEATHER
RESISTIVE BARRIER &
WEATHER RESISTIVE
BARR,ERr'L r
vr-""
B RRnErR
WINDOW UNIT
FLASHING REQUIREMENTS
TEMPORARILY SECURE
DOOR ROUGH OPENING
WEATHER
SLOPE
RESISITIVE
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
BARRIER
OD FRAME CONSTR.
(0. 6 cm : 30.5 cm)
include flashing as described in Section R703.4.
TAPE
SELF -ADHERED FLASHING 314"-l" BEAD OF CONSTR.
SHEATHING
L
BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER
SELF -ADHERED FLASHING
OVER RIM JOIST AN THRESHOLD OF DOOR AND
WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
(ASSEMBLED WNDOW)
C
NAIL BRAND OR EQUAL WEATHER
EXTERIOR
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
PROOF CAULKING
o ra n ng to t e exter or water t at penetra es e ex r or c a Ing.
WEATHER
SELF -ADHERED FLASHING
BUILDING PAPER
RESISITIVE
1 :2) BARRIER
SEAL TOPS OF JOISTS
WIRE 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
UNDER DECKING SUBFLOOR
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
(SEE DETAIL WP07
SELF -ADHERED FLASHING
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
inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The
HEAD FLASHING TIE-IN INSTRUXTIONS:
No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and
1 . Cut, fold up & temporarily secure weather
RIM JOIST
building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1.
THESE DETAILS ARE GENERIC AND
resistive barrier above header to allow for
flashing installation
MEANT TO SHOW GENERAL FLASHING
2. Self -adhered flashing plus head flashing under
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over
AND WATERPROOFING METHODS TO
BE USED.
weather resistive barrier
3. Fold weather resistive barrier back over head
A
0
wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade
flashing and seal with tape
V
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 SC
FLANGED WINDOW
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING 1
Exception: Where the barrier that is applied over wood -based sheathing has a water resistance
EXTERIOR DOOR WITH DECK - SECTION A
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEI
water -resistive
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
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.
EXTERIOR SHEATHING
MECHANICALLY FASTEN IF RUBBERIZED ASPHALT
.........
RUBBERIZED
13
EXTERIOR SHEATHING
3/4%11" BEAD OF CONSTR. INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
CORN ER
NEEDED IN CORNERS ADHESIVE
S ASPHALT ADHE
ASPHALT ADHESIVE
SELF_A DHERED SIV
THROUGH SELF -ADHERED
R703A Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
0-
'4
3/8" CEMENT
PLASTER
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
FLASHING SELF -ADHERED FLASHING
SELF
applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
0
1
12 MIL DRYLOK CMU - MASONRY BLOCK
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED VVINDOW
OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)
membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to
14
1)
EXTREME
REFER TO TECHNICAL
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
0
WINDOW
LETTER ON CHEMICAL
COMPATIBILITY
RELEASE PAPER
�PER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
E
FASTENER
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(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
2
0
1) SEALANT AT
4) SEALANT JOINT WINDOWBUCKTO
EXTEND A MINIMUM 6"
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
=3
OUTSIDE EDGE OF MASONRY
VERTICALLY FROM
BOTTOM OF
flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
WINDOW BUCK 2) SEALANT JOINT
o
THRESHOLD
shall be installed at the following locations:
5) SEALANT FROM INSIDE EDGE OF
WINDOW FRAME
ACROSS WINDOW BUCK WNDOW BUCK
_7_1
SECTION -A (SEE DETAIL WP02)--,-,
1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
DTO
AND EXTEN -V\nNDOWFRAME
MASONRY---------. ATTACHED
PER CODE
SELF -ADHERED FLASHING
Q
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
6) TOOLED SEALANT REQUIREMENTS
BEAD BRIDGING
2
following:
2
CLADDING AND VANDO
FRAME
SELF -ADHERED FLASHING
5
1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
3) SEALANT WINDOW FRAME TC
WINDOW BUCK ALL THE WAY
NAILING FLANGE
1
4
manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details
@
AROUND, INCLUDING SILL.
2
SEAL TOPS OF JOISTS
6
are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for
DO NOT FLASH OVER
BOTTOM NAILING 8
UNDER DECKING
7
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE
(SEE DETAIL WP07)
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
14
1.3 1.3. In accordance with other approved methods.
SCS 0605 CMU INSTALLATION 6 POINT BUCK AND
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400.
FENESTRATION INSTALLATION AND INTERFACE
HALF ROUND WINDOW
EXTERIOR DOOR WITH DECK
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.
14
Ground
3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
SHEATHING
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.
U.
Water Resistant Barrier
7.7.At built-in gutters.
0
JAMB, SILL AND HEAD DETAIL
Lath
APPROVED SHEATHING
SELF -ADHERED FLASHING
Sheathing
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
APPROVED HOUSEWRAP
PATCH
STRUCTALATH TWIN TRACK 2,5
< - stucco
FLASHING AND WATERPROOFING METHODS TO BE USED.
4
3/4" CEMENT PLASTER
%
12 MIL (min) DRYLOK EXTREME
4
APPROVED FLASHING TAPE
DOUBLE
4 1`3
7/8" Cement Plaster
0
'V'SEALANT SOCKET WITH
JOIST
4
TOOLED APPROVED SEALANT
SINGLE WOOD BEAM
in accordance with 7/8" Cement Plaster
JOIST BELOW
SELF -ADHERED FLASHING
Foundation Wall
ASTMC926 in accordance with
SELF -ADHERED FLASHING
ASTMC926
Felt backed metal
2
lathe in accordance Felt backed metal
14
SELF -ADHERED SELF -ADHERED
3" MIN
with ASTMC1 063 lathe in accordance
FLASHING FLASHING
Q
5
with ASTMC 1063
Building Paper
Building Paper
7/16" O.S.B.
sheathing 7/16" O.S.B.
0
SCS 06 02 WINDOW FIN INTERFACE WITH
SELF -ADHERED FLASHINC
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
sheathing
Metal
0
EXTRUDED SHOULDER
DECK JOIST
OUTSIDE CORNER
Flashing
Weep Screed
SELF -ADHERED FLASHING
2x FRAMEWALL
7-- -11
Installed As Per
Manufact. Specs.
PRODUCTS DETAILS
STRIP OF SAF LEGEND
SELF ADHERED FLASHING (SAF)
Maintain Stampede or similar
Bottom of cauk bottom
14
TILE FINISH
DRAINAGE PLANE WRB DRAINAGE PLANE (OP) WEATHER RESISTANT
Weep Screed joint only
0
UJ
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER-
1 1/2" to 2"
Weep Screed
E
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
1/2" DUROCK
>
BOND BREAK WRB SELF FURRING (SF) LATH
Above Roof
2
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
CO
<
PLASTER ACCESSORY
'OSS',
Sheathing Installed As Per
SF LATH SHEATHING, PLYWOOD, DENSGLASS
Manufact. Specs.
E
11-4" P R PLAN
;2�
Detail Instructions
.4 1 1-01. P
ER PLAN ft�e
WRAP DP WRB ONTO
THE VERTICAL
1/2" Cementitious
Refer to the number marked a is # in each detail that corresponds to the
SURFACE TO TOP OF
Cement Plaster Decorative Finish
numbered items in the list of instructions below:
%
FLANGE AS AN AIR
in accorda ince
BARRIER
with ASTM C926 All inside and
1 . Install self -adhered flashing in order as shown by numbers
SLOPE
8" CMU
3,1/2" INCH FLANGE
2
over wood 2nd outside corner will
floor
2. Install flashing and weather resistive barrier to form water shedding
need to be miter
0
laps
4" OR 8" CMU 4 -
cut and caulked all
_J
T
3. Self -adhered flashing can be substituted for building paper
(PER SEAT DEPTH) -
-
Z
Z
STRUCTURAL FRAMING
butt joints need to
Z
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT
<
_J
0-
0-
It STRUCTURAL SHEATHING
becaulked using
Stampede or sim.
13
14
embedded in the adhesive layer) - for ease of installation and to
M
D
minimize scoring cuts
LU
LU
THIS GAP IS A RESULT OF A
PLASTER STOP NATURAL SHRINKAGE. ___�STRIP OF SAF
caulk for all
5. Remove all release paper per standard installation instructions and
cf)
U)
DO NOT SEAL.
-------------
CONTINUOUS BACKER DRAINAGE PLANE WRB
adhere to substrate using a square piece of flashing material (6" x 6"
LD
uJ
ROD SEALANT DRIP SCREED PLASTIC
Minimum)
SLOPED MUD BED 4
LLJ
ULI
ACCESSORY --BOND BREAK WRB
0
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to
4 -
-
W
U)
LU
3:
0 SFLATH
fit tight to
-
VINYL SHOWER PAN r__I
0
corner
4
Note:
8. Mechanically fasten as necessary
4 4
Cn
-------
The building paper and metal lath must be
14
SL PE
Cement installed over the top of the weep screed.
1)
4
4
- - - - - - - - - - - - - - -
PLASTER STOP
Plaster
block
CONTINUOUS BACKER ROD
over
& SEALANT
1 st floor
CEMENTITIOUS FINISH
ZE
n
SHOWER SEAT
SOFFIT/CANTILEVER
WEEP SCREED DETAIL
e
'a
CID
SCALE: NOT TO SCALE
CW"4
C=
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C=
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C,
C14
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C=)
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
Engineer's signature and seal.
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SHEET NO.
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L_ - - i - ____ - - __ - - - - - - [ I I I 1 .1 11 1 1 1 ! �j'' 'I " 'i I 'I" , jlfi, 1. " :L�,J,r ' ;, :1 1 . i 1 1:1 , I I - I I I I I 1 11 1 -1- -
Mounting Brackets (10 Gauge.l
+V2'x4-1.,`2'x2-12"
.See Anchor 50edule
Belts
'I 12"Dia. A325 Gaiv.
fTyp.)
A A/C Unit Sotturn Edge
/C Uii
(Typica[,3 in front)
Frocn�t C:ross Support
tilitill
(May be cut to W)
Left Bracket (16 Gauge) #145elf-Drilling UrevvsThru brackets 8,
Back Cross Support Into AX Unt Bottom Side
(Typicalt 3 each sidc, for horricane Lise)
Washpins
Nuts
_*L on,alu.". ma"u-os Lin: lwovied d� -6 H.Au, 11pol
Rab" staid IhAwitag onoalwo upon inexpredit
fm win Apply),
Back Cross Support
(May be cut to lil'i
Right Bracket (16 Gauge)
Florida Department of Business & Professional Regulation
pei 91
Buili Codes and Standards
Product Approval Application Detail
Code
Emil
Data Data
Vale Pending
Dole
T11'a Veri
Manufacturer
contact Endri License Vallclated Ift
V.1i Submitted
F3C Arproval
Approni.
status
Affloontli 2020
Smart Vent Products. no,
Visho.1 G.h.. Hernmes F, Norwo P.E. Locke Borepen P.E
12/1612M 12MV2020
12f2tV2020
Approved
Category: structural Connocrients
(877) 441�0368 PE-7377B (334)300-1800
Subcategory: Pr-cts Introduced als RI.Iftef
info@andalventem,
N- Taph, elegy
Ccentplia.- Mothed; E-1..ficr, Rap.i-t from a
Forida Registered Architect or a Lidensed Florida
Prole"itorN Engineer
FL#N?2-RSPradl
QUalitVAssrudencon
Apar-dirotUse, Aralmonned
for UI
Impact
DI
San
I N,,I,r - Me-
Pr,duct Derstoril C
1, HVHZ
Outside HVHZ
li'alicant
1
tl�� 1 4 5401510
Dual Function Food and Ventilation Vent 1MV2023
Y.
Yes
MIA
.100cloo
2
8.dV.n o 1 1 511
M d,, #
31 Fu n oti m PI -d . h d V. ritimi - V.H 12131f=21
Yea
Y.c
MIA
.100A100
3
:4
Sm rive Made #1 40 520
a n�
d 1?33 nO 3
41 FlodVon 1 2
Y es
Y
NiA
.11001 1�00
4
Sm.aVen MdaI#154C,521
In, lated F000 Van 'WI/2023
ye
1:
NA
, 00� 0
5
SmarlVen McdI #1 54 524
169quot; GaI Com Fil Vent 12GI/2023
Yes
yes
Nv%
WA
6
�
SmadV.h Made #1540-570
Wo.dWall Irmteb,cl FloodVent 251 /202�
Y �
Yea
M;A
-10I
7
Sms ri Model #1540. 574
14.5&q.d Garage Door Flood Vent M112023
�
Y�,
yes
NiA
WA
Florida Department of Busini Professional Regulation
Pagel 91
Building Codes and Standards
InV2921
Product Approval Application Detail
code
Entity or Date Data Data Pondina
gets
T Version
Marxfot
Contact Enninaer & License Validated By Validated Submitted FM A--xd
A,,,-d Status
Re,i,i.d 2020
Drexel Metal, Ind.
Jason shurri Zachary R. Prest Lock. Bonvd. RE. 08110/Z020 08X9�2020 081
1 On arm�o Approwed
Category: Roofing
(5021303-1611 PE-74021 (33413co-laoo
Sull�atogi Metal Roping
ph-tuadra.mat emn
Compliance Method: Evaluation Report lomr, a
Fl midd Rai tared Amthitect or a Licensed Florida
Pima_ imal Engineer
F L#1 11678-198 Products
QUAIVAssuli Approved Im Use Appri.yed for use
lmpxt DI
$-Q a
product made Number or Name
Product Dessolimlion C�traCt EirDlogn(n) Date in HVH2 Outside HVHZ
Resifstant Proasture
1
Qns.ol Metal R..F,g Systern,
ONO I OONS. OMO 150M, OMC 1755. DMC 20M. 12131n!G25 yes No
MIA 'Of-180
ONG 5V
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page 2 V4
Code
Entire or
Data Date
Data Pending
Date
T,u. version manotgehing,
correct Imain.aer A, ui, vatuad III
Vaidenad Submitted
FRIC Approve!
&i�iw
-
Ri� 1., 20r2O
Thermi Cupmalon
Vvve Jespenton Lyad. F. Schmidt RE_ Fly. J. Kngl� RE
04/15(2021 12�3112020
a4t22f2021
06108/2021
Approved
category- Exterior Door,
(atoi 50-7628 PE-434qQ (813) 76T6555
SubCategi swinging Exterior Door Assemblies
spape...
Cd.I Method: Evolution Report from a
pm
" molaReg,
Pnofesemeal Engintov
FOX-0115WR5
Prorkii
Aern-d! far Uda�
Ai- ... d for U..
IrI
De.i..
S1.4
Nllb,,,r 111m,
laredl Didfid C`
in HVHZ
outside HVHZ
Resistant
Pressure
1
Snrooth-Sta,
Nordral,36#39:8 &u.crimpech8quat: Coe que 12/31,?025
No
yes
Yes
NfA
Composite Edge Fiberglass Single Dam
freWinou(SWIng: X configuration)
2
b. 7hami Foor-Classlicand 8mooth-Sur
Nominal 6&939,8 Spuctimpact,squ.1, Opeq,a 12(3lf2026
No
ya,
Yes
WA
C IF
S:Hte,(S)Onwingtoutveino:xo.oxoroxo
emulig.rations)
3
Norninal 6':8 "Impect8quds: Opaque 12/310026
No
Yes
Yes
NIA
Composite Edge Fiberglass Double Doorwith or
whi Sidelince. (InswingfC,tewing. XX or DXXO
scInfigtiretions)
4
It. The-Tru Filbei,Cla- kind Smooth.sla,
Nominal 6,0 Op.q 12r3l,2026
Me
Y.s
yes
MIA
Composite Edge Fib,oplaassinsil. Do.,
(Insal Z0.1tegi.g; x.cinfiguratimn)
5
a. The-Tm FlineCb- and SIrrodell-St.,
Nominal 8',0 &q.dnImpsct&ql Opaque lM1n026
No
Yes
yes
MIA
Composite Edge Fiberglass single Do., �Ifth
Sidi tra-vingi XO, OX., OXO
confilurallers)
6
f Therma-Tru Filer-Cloalcand Shromi
Momiral 88439.0 sq.ct;ImpaI Opq 12,13112026
No
yea
Yea
MIA
Comirc,54I, Edge Fib,,siks. Inedible D.-ith or
�Iho.t adelt. (Ins,.1mg/Out-Ing; XX or Ci
confai
7
g. Therm. -In. FdCl ... I. add Sroodth-Ser
Mmornef 5':8 &cudinimpectiLquot, Glued 1MI/2026
I'l.
Yes
yea
MIA
Comp.sit, Edge Fiberglass Single Do.,
(h9vinglo,as-91m: X coorigmadlon)
a
h- T,acI FbI and Smooth -Star
Nominal 6�39:8 &d.m1nodectiLdi Glazed 1213112M
He
yes
Y.
MIA
Composite Edge Fiberglass Single D.or-alth
sdI XO. OXm OXG
cortrig ... , -a)
9
1 Th"a-Tw Fiber-ClassIc and Smeotlb�Sar
Naninal @9439;84qam:Imqadl&q.d1 Glued 1n112026
No
ym�
Yes
Ni
Composite Edge Fiberglass D.Ittol. DcorwIth or
'y1thoutSorites Onmeng/Oui XX or OXK0
Configurall
10
1. Thernne-Tru Flber-011, and Smooth-Ser
Nominal 8&438;0 8oaunimpulf,quot; Glazed 1213112028
Me
Yao
WA
Cordip.litt, Edge Fiberglass Single Do.,
(InftingIOUtsving: X conloraten)
11
1 Thermi Fue,-Classe and S-th-Star
Norninal 8'.,D &,cuot:ImfuicI&qi Glazed imial]26
N.
Yed
yet
WA
Comi Edge Fairglass Single Doorwith
sdolilq(a� kinewirtgMutswing: XO. OK or OXO
.cefiguniI
12
1, Therme-Tro Fibin-Cleasle and Smodin-Ster
Namnitl 8039:0 &.dudt:ImPs-I&.qdqt Glued 12)31f2M
Me
Y.s
Yes
NiP,
C padt. Edge Fiberglass Double Dea- fth or
vZout scafftes Ons,0WOutsenng; XXor OXXO
configurations)
13
m. TiernI FilbCia,,ic and Smooth -Star
Nominal 6'8 8qum:lmP.ct&9u.; Glazed 12f3ln(326
No
Y.I
Yea
N/A
Molded Open C.mI Edge Fiberglass Single
Doo, �.In..hgCutIdg7 X .. 'I
14
n- Themna-Tru Ploar-Cil and Smomfi-St,ir
"_I .164#3 ;a Glued QJ31=26
amopostle
No
yes
yes
MIA
Mot:d Open Edge Fiberglass Single
Door v,ith &ued Molded Open Sidi
lIn.n9fO.ts.i.i XO, OX , CXO smiligurations)
15
71hermi Flo.,01I and $rcoeftl
MmI (i &qut:Imp.,h&ql G4z.d 12f3112026
No
Yes
Y.
MIA
10.1cad Open Cori Edge Hibernia%. Double
D= with or without GOI Molded Open Sidelites
�Inwrigl0onsWing; XX & OXXO assifigurations)
16
p- -Pre-Tru FlIbi and S.-h-St.,
Nominal 6039:6 SqUat:lMraotti,quot! Opeclue 12r3l/2026
file
yea
WA
Conniecarte Ed', Fiberglass Single Oomwnh
Molded Open Sidelimts) (1haWing1OU1MI YO OX
or OXC 11gorations)
17
q. 71hearri Foer-Clasec and Smoctli
Nominal 6�9;8 &quor;ImPad&dl Olo.w. JM112026
No
Yes
Yn,
MIA
C-I Edge Fibl,rosuis Double D.-ith m
,!ith,un GI ... d Menem Open Sli
�ms,ajng(OI XX or CXXO omifigi.r.tions)
Florida Department of Business & Professional Regulabi
page 1 0 1
Building Codes and Standards
1W2021
Product Approval Application Detail
code Eni or Dole D90 Date plai Diane
Tyra Version Manufacturer contoolt Encanse, & Uderni VIWI B, Valloll Submitted FBC adearni Ararroxed status
Revision 2020 POT Industries Jars R.sd,,Vj fillami-Dade BCCQ - CER filienril UCCO - VAL 11(19r�020 1012612020 112412020 Approved
category: Extend, Do.. (S41) 480-0100 (786� �is-2590
subcategory: Sliding Exterior D Assemblies jr.a-akI@pgtmd�sVi
Coamplica-Malhod, Certification Mark a Listing om
FL#ZSI-RJ3 Products
4,41be Assuirat-rc. Adiargried for Us, Arxer-d for Use loo-at Desion
also # 12Mdt:MqdaI, Ruantomor Name PI 0-lietim, cunde't E.Pliall.. 09. 1 HVIRZ Outside HVKZ assistant Ior.aoure
a SQc_5$,0 tL.rg. MINO, e Indipto) VnI 811dirg Glass Do., 04114J2021 Yed yes yes N/A
March 6, 2023
ff iM W R M � �Ml
As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project lbr which you are applying for a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Expa. Date
1. EXTERIOR DOORS
ITherm
I
A. SWINGING
aTru
Fiber -Classic and Smooth -Star (NON -IMPACT)
FL20461.1
+67.0/-67.0 psf
12/31/2026
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12/31/2026
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+KOI-80�0 psf
12/31/2026
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/31/2024
PGT
Series 5570
NOA 21-0205.03
+38.71-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (SX7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248A0
+30.01-33.5 psf
12/31/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.. 11
+34.4/-38.3 psf
12/3112023
D., METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,,727,747,and 847 Single & Pairs of Doors
FL1 1 537� 1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A, SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+60.0b-60.0 psf
10/8/2023
PGT
Series 5500
F1 P39_22
N/A
7/3CV2025
Pella Corporation
Series 10/20
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 10/20
FL11161
+30.,0/-30.0 psf
3/,27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/2512031
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/3/2023
PGT
Series 5520
FL243.5
NIA
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50,0/-50.0 psf
7/1512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
512512031
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/2612026
E� OTIHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL1 3192.2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL152721 - FL1 5272,2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
7/3012023
C. OTHER
4. ROOFING PRODUCTS
A. ASP HA LT SHINGLES
GAF
3 Tab, Dimensional
FL10124,1
NIA
12/16/2025
B. UNDERLAYMENTS
Tamko (1br Shingle Roof)
151b Felt Underlayment
FL12328
N/A
612912023
Plyglass USA, Inc. (fbr Tile Roo�
POLYSTICK TU MAX
FL5259
NIA
12/23/20,23
C. ROOFING FASTENERS
NOTUSED
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
919/2026
Florida Metal Products, Inc
Vent RV10
FL21580,3
N/A
12/31/2024
Lomanco, Inc
DA4 Exahust Vent
FL17202.1
+97.5/-97.5 psf
12/10/2025
E. ROOFING 11LES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
NIA
12/3112025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12131/2025
F� METAL ROOF
Drexel Metals, Inc.
DIVIC 10ONS, DMC 15OSS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12131/2025
5. SHUTTERS
k STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL1 5076.2
NIA
12/31/2023
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
NIA
12/31/2023
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see c hart
B � TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
NIA
12/31/2024
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197,5
NIA
12/31/2024
C. ENGINEERED LUMBER
Weyerhaeuser
Rim LVL, PSL, LSL
FL6527.1 - FL6527.5
N/A
10/31/2023.
D. MATERIAL
Cast -Crete Corp.
-Board,
High Strength Concrete Lintels
NOA 20-0630.15
I\VA
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
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 infbrmation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE DATE
-6-0
(3)
Florida Department of Businessi Professional Regulation Page I of 3 Cf) -Cu
Building Codes and Standards 1,95022 (3)
>
Product Approval Application Detail 2 _0
0_ 0
C) 0
9292 Entity or Date Dartia Date Pend I fill Data
T-C ver-310 Manufacturer Coni Engineer & Uggrise Validated validated Submitted FBC Approval Approved status
Revision 2020 Therma-Tru Corporation StI Ussapersr, Lyndon r. Schmidt, RE Ryan A King P.E. 0712312G20 07�12J21[)20 07f2912020 1 Oil 312020 Approved
Category: Exterior Doors (800) 843-7828 PE-43409 (813) 767-5555 U)
SUbCatagory. SIminging Exterior Door Aaaemi sjascerson@themgtru.cc -Cla U)
compliance Method: Evaluation Report from a m -0 -0
Florida Reg stored Architect or a Licensed Florida
Pnofeere= Engine., 0 -
FL*20470-RS Produ 0 -0
QualWAssuranipe ApprovedforUse Apiltro,nedifeirUse Infouset Desalain
Sea 9 Product Model, Nam ber or Name Product Descrotim Contract Expiration Date in [iVHZ outside HVHZ Resistant pressure, 0 LJ_
I a, Therrine-Tru lFber,01assic and Smooth -Star Nominal 0Y6 &quQt:Impaot", Opaque 1 n1 QD22 Yes Yets Yes Ni ICU
Compovt. Edg 0 ,1-
Filbargisuse, Single Door 0 >
X configuration)
2 b. Therm.-Tru Flaor-Clsissi. and SmI Nominal 8 " Impact" Opaque 1 n1 12022 Yes Yes yes N(A U) E 2
Composite Edge Fiberglass Single DwrWth
Sidelides) (Inswrig/Outevoing. XO, OX or OXO Cn CD L_ _1�.a CL
configurations) 0 CZ CL
5 c. Thernri riber-Claseild and Smooddii Nominal Waglil tiliquotlirropaci Opaque 12)3lJ2022 Yes Ye. a. -6-0
Composite Edge Pilbarglass, Double Door Wth or CIO
WthoutSidelli (Ir.,MrgK)Lrb.Nihg- XX.r OXXO NrA U) <
..irfig.'sh.ths) 1
4 d. Thearma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 &quct;Impact&qwqr Opaque 1 M1 12022 Yes Ystai Yes NfA
C
omposte Edge Fiberglass Single Door C= CL)
cl
"sWirg/Oui X configuration) LLJ
6 a. Thenimi Fib-Clea.i. and Sninnoth-Ster Nominal am"so &qut;lmpact": Opeclue, 1 2J3112022 Y V.. Yee, NIA
Composite Edge Fiberglass Single Door with
scloile(s) (ImewnglOutsi XO, OX or OXO
configurations) W.-
6 f. Thermi Fiber.Cl2ssic and Shopoth-Star Nominal 33939; 0 &quctImpact&quc1r Opaque lWltM22 Yed, Yees Yes N. 00
CompositelEdg. Fiberglass Doubt. Dooryvith or .S LL_
withoutSid.lites (Inviving;OQIewing. )*Car O>D'O cn Co (=
configurations) NfA u) C14
7 g. Thermi Filber_Clax�so and Smooth-Stor Nominal 1&1139; 11 &4Lxqt;Imldgct&qup1; Glazed 12J311= Yes Yes V f/) C=
.cml.t, Edge Fiberglass Single Door C'4
(InswinglOutswing; Xconfiguration)
to
a h. Therinni Fiber-Clas5in end Smmoth,Star N min.) 6':8&qUct;ImPdot"GIai IM1=22 yes Y_ Yes NIA cL.
Composite Edge Fitnigams Single Da.,,-Ath
Scalite(s) (Inawng/Outswinq XO, OX or OXO
configuration.)
Z N"
Ye Nf'
as Nfi
9 i 7hormi Fiber-Chregic and Simpoth-Star Nominal 6&039;15 &qLotlmpact&quqd: Glued 12J31f2022 Yes Yes N/A
Composite Edge Fiberglass Double Door With or
voti Sidlit.. fresving/O.twiling XX or OXXO no CD
configurations) :o, C
Y
10 1. 71herinne-Tru I'llber-Clasi and Smooth -Star Nomma[8',,0 &qcct;Irrpanqt&quv1L Giazed 12J51/2022 Yard Yes NIA
C.mposho Edge Fiberglass Single Door
(I `AngfOuri ll; X epolfiguradion) Ln
11 1, Thormi Filrar�Ciasai and Ernoolln-Ster Nominal 8':0 &qLdiI;mp.qt&quo1. Glazed 12f3l�2022 Yea Yes Yes Nl
Composite Edge Fiberglass Single Door k-Ath
SidelWs) X0, OX or OXO C,
configuration.)
12 1, -rherrings-Tru Fiber-Claresic and Smooth -star N.min.1 B&#Si adquottrnpactSIquot, Glued I ?J31 =22 Y Y- Y- NIA C.
Composite Edge Fiberglass Double Door wth or
wit1hout Sidelines (Insvvirs�Outgvhnq; )3(or 0XX0
omfigurati
13 m. Thermi Fiber -Classic and Smoth-Star Nominal 6':8 &qLdo;lmpadt&qu0t; Opaque I D31 =22 Yes Yea Yes Ni
Composite Edge Flibergilesis Single, Dcorvith
&q..J;N-Imp.ct&cft; Sid "I
(I nawirglCubroong; XO, OX or OXO -fig utratti.n.)
14 Therma-Tru F, bar-Classle and Smpotlr_St�, Morning 16&439; a &qut;Inrpgpt&quqt.. Opq- 12J31�2022 Yes, Yes ye,s Ni
Composite Edge Fiberglass Double Doorwith
&quPt;No"-Impgpt": Sidelites(irevenglOutsWoli;
OXX0 configuration)
15 o. Themmi Fibeer-Claossio and Smeothi Nominal 8',0 8qLotImpacc&qUpT Opaquie 1�J31J2022 Y.. Ye. Yes NIA
Composite Edge Fiberglass, S gle Dcor.th
"Non-Impact8quot ; Si=
(Inq,Wrg1C.tqcvni XQ: OX or OXO configurations)
16 it. Thermo-Tru Fiber-Clessic and Shopoth-Star Nominal 8QO"Innpacl Opai 12J3112022 Yes Y.i, Yes NfA
Composite Edge Ficarglass, Double Door with
&quat;Nd,ri_Imp.d&qu.t; Sidelites (Ironving/Gui
OXXO configuration)
17 q. Thax-Tru Rbier-Clauisi. and Smandth-Stor Nominal (i &qui mpact&R,ot ' Opaque 12t3lM22 Yes Yes No NIA
Compost a Edge Fiberglass Single Door
It nsving/Outswing; X configuration)
16 r. Thermi Fiber -Classic and &Tooth -Star Nominal d4'8 aquotNon-ImpactAxpuck Opaque 1MV2022 Yes Yes No NA
Composite Edge Fiberglass Single Doorwith
Scelbe(s) (Inevengtoutsi XO. OX or QX0
configurations)
19 d. Thermi Fiber4'lasoc, and Simpolh-Star Nominal 6g;a9q-t;Non-1mrp.qt&qLl Opaque ln1f2022 Yes yes No NIA
Composite Edge Fiberglass Double Door With or
Without Sidelli (Inswing;Outswing: XX or OXXO
configurations)
20 t Thomrsi Fiber -Classic and Smooth-Ster Nominal 8': 0 l3cupitNon-1 mpac,18,qui Opaque IWV2022 y Yos No Nl
Composite Edge Fiberglass Single Doo,
(lo-ingfOut-ing; X codfigi
21 u, Therni RbI and Smooth -Star Nominal 8':0 &qtNon-Impact&qul Opaque 12J31J2022 Yea, yea No Ni
Ccmp,,jt. Edge Fiberglass Single Dool-voth
, ( -mrigiOutswrig: XO, OXor QXO
9idelite s) (Ins
confict,
md.Iiatlods)
22 , Than-7. Fibren-Caumsic and 8-th-St., No 8' ;0 Opq- 121310022 Yas Y_ No WA
Ctintromite Edge F� beiglasus Double Door vAth .,
vethout Sil InsivoinglOtt.Mi-fir; )0(c,r OXXO
donfigurni
23 . Thernniti Filber-Cliessic and Sm.,ibfi-Star N emiral 68439;8 "Non-ImpvoAquot; Glazed 12/�112022 Yee yc� No MIA
Composite Edge Fiberglass Single Door
(linswingfOutming: Xcionfiguration)
24 x, Thermi Fiber-Clusic, and Smooth -Star Nominal 6=9�,6 "Non-Impad" Glazed 12131M22 Yes Yes No NIA
Composite Edge Fib.Ti- Single Darelverth
SidelitoC.) (InaWng;0ui XO, OXor OXO
-figiUralicurs)
26 y- Thermi Flber.Classlc and SirrooI Nornihal 6'8 "Norl-Impact" Glazed 1221W22 Yes, Yes No I
Composite Edge Fiberglass Double Door Wth or
WhoUt Sidelites (InvedingfOuteI XX a OXXG
configursdions)
26 2. Therme-TrU Fiber -Classic and Smooth -Star Nominal 8&ft3RO "N6n- Impad" Glued ID31�2022 Yes. y es No NiA
Composite Edge Fiberglass Single Door
(InsvinglOutsveni X configuration)
27 za. Therrinci Fiber -Classic and Smooti Nominal BU39:0 &qu.t:Ndm-Imp..tAq..t; Glued 12�311202� Yexs Yes No NA
C.nnp.sib. Edge Rlbagl... Single Doo,veth
ScieleeN �nsvvinaglQui XO: OX or OX0
donfiti ... )
26 A. Therme-Tru Foxer-Olsissic and Smool Nominal 8Ɔ iiiquic0on-Imi quot; Gleaed 12r3112022 Yots Yes No NiA
Composite Edge Fiberglass Double D..,,Mth or
Wth.ut Sidellbee. (Insoving/Outswing; XXor OXXO
configuraton.)
code
vioiral.m
X.-Ifcf-
Rev.ion 2020
MI Windows and Does
Category: Exterior Dome
suiocategory: Sliding Exterior Dom Assemblies
COMPI I`- Method: Evaluation Report tom a
Floods Registered A-el,liteat or a Licensed Florida
Prons,lon.1 Engl
fW§2ii2.R8 Prad4yts
3-00
Number or Name
I
= =UMINLI M SGO
2
SERIES 420ALUMiNUM &GO
3
SERIES 420ALUMINUM SGID REINFORCED
4
SERIES 420ALUMINUM SOD REINFORCED
t5
SERIES 420ALUMINUM SGO REINFORCED
990
version
manufacturer
Rovison 2020
W.Yre-DII . di of Cveri 0..,
carpmeti.
Category, E�Isxlm Deors
S,hCalagcry, sectional Exterior DoorA mamblias
cdrorilari Maurine: Evaluation Report fror, a
Flords Registered Architect or a Licensed Florida
Professional Engineer
IF L#8248-111120
or di
sea#
mider or Name
3
1
==N#1 105
t�OQOA10018200 #1 1 23
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
mma_ W
E ntkv or
Callao Emarangra Licauld, Vlid,irsd W
Brain stinger Luis Robert. Lomas Steven M. IJi HE
(717�3si PE-62514 f7l 7) 31 T-5454
blitilinglarQrril
Page 1 of 7
11512021
Data Data one Pending Date
validated Submitted F8C Approval Aimun-al Status
104381 10MV2020 lonsnoza 12115M20 Peopnoved
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Impact
Design
product Daserlp".
Also ExPlEffitholl pato
In HVH2:
Outside HVHZ
liesistent
SERIES 420 ALUMINUM SGD CXO
12OM0241
No
Yes
NO
NVA
145-3/44quot;,80&quat� NON -REINFORCED
SERIES 420ALUMINUMSGD CX. XO-tX
12,Stf20241
He
Y.
No
WA
96&�d;�`ol NON -REIN FORCED
SERIrS420ALU INUMSGDIREINFDRCIEDCXO
1031=4
No
Y.s
No
145-3149ot;.SS&qu.
SERIES 420 ALUMINUM $00 REINFORCED OX.
121311J2024
No
Yes
No
NJA
XO. "C 9%quoIx96iiquot:
6ERIES420ALUN11NUN1,50DREtNFORCEDXXX
12)31/2024
No
yes
No
N/A
1432'e.on. 968.ql
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detall
Page I of 2
102021
EnI or Dole Data Data P.mifind R&
context Licenes. Submitted FOC Amproyal Approved
[).syn. Kennimh Jet, E snot. Jai Anuaser, P,E 1 D21212020 ogrf@12020 1012�,)2020 12116M20 Approved
(33D) 763-8-121 PE-51737 (at]4) 821-6200
dk-iah0�yda_dsItmd C
on,
Approved for Mae
Auzor-d for use
InI
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C
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Cidnilde HVH
Iteshnart
Prossiur,
SA*3S: Max .11148*39: M.� height. Gli
12131t2023
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Y"
100 -
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::.500
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1213IM23
No
1:
30mi- . 0
avallablo in top or Intermediate section
1364taii, Max `vdh. 14 Met, height. Gluing
1213it2D23
No
Yes
Yes
34,401
available in top minarridedimes,olloo.
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
.�Ak arrity or
T".. Version Warturfacturar cmdool Vall DY
Revision 2020 Carries Civil of AADG. me. Tom Raitay UL LLO Troy Bishop, P-E.
Category. Exterior Doms (641 , 494-2613 iD54) 94?-0880
subcategory: Extenor-DoorConi Icm.a1t.y@a.aa.bIdy
Compliance Method C.141qtimt Mark or L,sting m
Pradvgfia
Page 1 of 1
15,2021
Dole MIS Data Pending Dat.
Vatiosited 5xibmited F5C A,,,,i Apmorinad Stelae
IWiV2020 12JO112020 12alQ020 Approved
Quality Assurance Approved for Us. Approved for Vs? Impact poster
$me Product Model. hituncer - Re Pnaddzt Do.."Itellan, Contract Egadration Data 1, HVHZ Outside HVHZ R,ustaint F-ure
I 60T� 70T 727� 747. 75T. 7T7, and 84r single and Pairs of Pu5h, Gil and Wo,eired single and pairs or 12r3l/2025 Yea yas Yes MIA
Dome hollow metal dome.
C-de
T11., Version Mourfacturer
RoAsion 2020 M, Wind di and Door.
Category: Windows
Subcategory: Single Hung
Compliance Named: Certl Mark v Liming
Sea ft or oduet Modal, Number or Name
2 1" SH
Florida Department of Business & Professional Regulation 1;1111 of 2
Building Codes and Standards
Product Approval Application Detail
III or beat. not. Deds P.nd[req Me
Cornea Enught- Is umtgt. lidshand B, Valid= Submitted FBC Atudderail A,,,,-d Status
BrmtSitilingar American Architectural Steven M,Udi PE� 1111712020 11117M20 IlIZ712020 Approved
(717) 365-3300 MIrobactorm, Aaa..uh., (T1 7) 317 3454
bitithinger@ml.d.ow,
Quality Assurance Andr-cl f- Lee Aioalotdad ter Use kr,at Dfti-
lemduct Doserlarloa Contract Expiration Date In HVHZ outside HVH Resistant Pressure
52X72 Fin/Flearl loname IG)SG Single Hung 101081202� NO Yes No -W-6G
L.In-inated Glass
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page 6 or 9
Florida Department of Business & Professional Regulation
Page I aft
Florida [Department of Business & Professional Regulation
P.ge I ofi
Plorido Department of Business & Professional Regulation
Paget 92
-0 > U
Building Codes and Standards
10,2022
Building Codes and Standards
IFS(2021
Building Codes and Standards
151.021
Building Codes and Standards
i &2D21
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Revision 2020 Tlr.Tn� Corporation
Steve J-persom Lyndon F. Schmidt P, F Ryan J_ King, P. E, 1 010712021
0911W2021 1011312021
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Type version Manufacturer
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Revision 2020 MI Widolve and Doors
Brantsirangar American Andri(cottmil Steven M. Lifth, RE
10109no2o 10filfV2020
1011s/2020
Pppr-d
Revision 2020 MI Wind- and Doors
Category: VYihd-a
ErshtShIlhoo, Amen ... Architectural Si-m M. Urch PE 11/22P2O2O 1 It2212020
(T17) 385-3300 rlimul.ctu-s A.-Wim (717) 317-8454
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Category: Wind-
(941) 486-01 OD (7") 315-2590
Category: Windows
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2 SH66DO IL.rg. Vii-fle "p,d)
I
Vinyl stinglic Hung WI,,d- 07aOQO25 Yea Y
Y_ WA
1 HS 188 Fin tandn-g. rown.
7U62 I isulated Glass OPJlMC24
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No
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1
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1 a. Therma-Tru Fiber -Classic and Smooth -Star
Nominal Oa#39,8 8quo0on-ImpasUinquot Opaque 1 V3112022
Cc Edgi F itallig lauas� single Door
No
yes
No
NJA
I
0 CIO 0
>
2 b. Therma-Tru FibenClassic and Smooth -Star
mpo"j a Is
(I n svenglOutswin g: X atmfligu ration)
Nominal 641#5gr,i) &qwl;Non-Impac,t"j Opaque 1213112022
No
Yes
No
NA
C61,31
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0
L_
Composite Edge Fiba,gla. Single Door vvith
Sidelite(s) linswinglOutewrig; XO, OX or OXQ
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Nominal 511,939:8 &quet'Nordirripactilquot: Opaque 12Y311Z022
Rom,90. Composite 6lie Couple Door wth Or
No
Yes
No
NIA
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CID -10
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4 d, Therms-Tru FiberClas5y, and Smcoth-Stw Nominal 7,0 &q..(.Ncm-Impsmtacu.t� Opaque 12ltiV2022 No Y_ No NJA
C�) - - -
'__ . it, C>'e4.
Composite Edge Flicenglass Single Door
X
5 a Therma-Tru Rber-Classic and Smooth -Star
(lnravAng/Opts,ving� confilluravorl)
Mammal 78,#�P,Q &qua1rNon-Impaot" Opaque I D3112022
Composite Edge Fiberglass Single Door ,vith
No
Yes
No
NIA
_-j
_= co
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U) M C=) -
V__
Sidelite(5) (InevAnglOutsving; XO, OX or OXO
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points ... bon.)
Florida Department Business & Professional Regulation
Florida Department Business & Professional Regulation
w _li
Ce
6 I. Therma-Tru Pher-Classio and amocth�Star
Nominal 3'0"NonImpact5qlJot; Opaque 1213112022
No
Yes
No
NlA
Florida Departmerd of Business & Professional Regulation
P.9. I or I
of
P.9. I of I
of
-:X w.k1E&f I. —Co
Composite Edge Fllcergtass Single Door
Building Codes and Standards
I(T2021
Building Codas and Standards
TwO21
Building Codes and Standards
Z Ima2.,
(Ins%wingloutswirri XpOnfiguration)
5: -5- = w
7 g. Thermat-Tru Fiber,CsasiQ and Smicoth-Star
Nominal 5Usg;Q"NpnImlpaQt&quoL; Opaque 12i3l 12022
Composite Edge Fiberglass Sing 1. DoorvAth
No
yes
No
NA
Product Approval Appillication Detail
Product Approval Application Detail
Product Approval Application Detail rv';;�
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4
vAthoutSidellbes (h�WlhWOUha,vIftg! XX*r OXXO
.
T-c version Ma-freetors,
Contact art & Ub-, Validated By Validated evigai FBC A-grys!
Aner-sl $I"-
T veri Ill-f-hart,
g�.mapt Enon-jr & Unc,mv, Validated By
velliden'd Subditied Fa6AM-1
Am-ed
sh"I"a
Type vemor, NU,'erfulturer
Contact E. me
at er&Ucens Validated By
- go. I= =
9 L Therma-Tru Fiber -Classic and amooth-Star
configuraftorm)
Nominal 6&#a9:8 &quct:Nqn-Impapt&quct Gla�edj 1213112022
No
Yes
No
NJA
Affirmation 202U ROT md..ma�
J P.a.-In Wamil BCCO - CER Mi.mleo.do BCCO� VAL 11,05J202G 1 1105m2c,
11111/2020 Appr"d
Reviv 2D20 MI Wird-a aid Doors
lireof Stinger L.I. R I-., PE Stown M. Urich, PE
10109�2020 101Q612020 1,V1,Q,r2020
12/1W020
Appi
Affirmation 2020 PGTInd.std..
J..I R.I.-il Menin Dade BCC0 - CER 111hin-cmOwle BCCO - VAL
'�;;ARWIlt �:-'
Composite Edge Fliparglass Single Door I
Category! wirdl-'s
ig,41)486-0101) (786) 31s-25W
cat.g.'r. W,h&-a
(717) 365-3300 PE-62514 (7175 �17-84154
Calsidery, Wide-
(941) 466-0100 (786) 115-2590
" =- �=
(IntrawringfOutswing; X car,figuration)
S.1,42.1r.o.iry! Fried
ITee-kilitlagaindUStfle.re
Subc.leopin, sulfate,
beitisig.'rimirivd-com
S,,bC.I.Q..Y.- Moil-
jr,mos,itkillitnigUndustileac
= E
10 I. Thicrorre-Tru FrIa-Classlo.nal Smo.th-Star
Nominal n#39:8&cIuct;N,m-Impaat&q�t Glazed 122112a22
Composite Edge "berglass single Door .th
NO
Yes
No
MIA
C,oPJIm,aldaffhnd1!C&nIfi,a1],,i Mark a Uving
11 I 11
on,
I I " I I I , I
I 11 -
Compliance Method: Eicilualient Report from a
Florida Registered Architentora Liom,ied Florida
CiehpU ... Method! Clofficali Mark . Living
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am
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n C,r
I 0
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1
Sidente(sli (ImavArighOuts,lAng; XO, OX or OXO
FL*24jA24 Pro
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Pmem.nai Erain.ar
ifiLgii-alsphollutot " 11 I I
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I 1 k Therma-Tru Finer-Cassic and ampoth-8tar
configurations)
Nominal 6'8 "Non-Impapt8quot: Glazed 121al 12022
No
Y_
No
NUA
I
I
O-Iiii, A,-,,-, A,ov,dfvrU�, I Acerrovadifiar , Use
limicact Desian
I I
'#LaimEas3."p'6dlqih;' I I
11 I I I I I
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hinguist D-i- Z�
Z
C-poat. Ed If a Fibrargl-s Double Door wth of
81.0 Pradvot Model, NmW or Nam
Product Daggripitkni Cimin-t E.,invilan I in HVH Outside HVHZ
R"Ietainil Pmwutv
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I
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se"19 product Model, Nigher or Name
produce Description CondractlExultallon Date In HVHZ outside Kv
Resistant Pressai
I
Without adellbes, (novivIngliOutswing, XXcf OXXO
5 PW-5520 (Large Mis,;I, Impact!
L I
Vinyl Fl-d Windev, JU3012025 Yes yes
yes NlA
8-9 Emiluct Made[. NQmba or N,,,
Quatfiltv Assurance
Product D ... Ii,fifign loamlha��,, Date
Avor-dVirilts Apicroyod far Use
11) HV11Z Outside Ri
lami
Resistant
Dhi
Pressure
I Mullions for All Doom an a Vyind-s
Aluminum Mullions 05126,2026 yes yes
Yes NJA
12 1. Therma-Tru Fber-Cas,vo and Smooth-Sta r
configurations)
Nominal 7&hiag;0 &quct,NonImpact&quct Glazed 121?,1 12022
No
Yes
No
NA
2 5q,i
V.dw.l Aluminum M.u..
No Yes
Y
WA
Composite Ed go Fibcrglai Sin ii ]a Door
(InswralOutswing'. X oanfiguration)
13 'L Thomm.-Tnu Filb-Cl ... oand Smo.th-l.,
Nominal 7&h!39;0 &qu.tN.'ImP.ctSq'.t Glared 12131l2022
No
yes
No
N,lA
Compe,site, Edge Flicerplass Single Door wilt
Sidelite(s) mawriglOwt-ing; XO, OX or CXO
I
configurations)
14 n ThemrsaTru Fhar-Clasve, and Smo.th-St.r Nciminal B&h!39:0&qu-t:t4-n-Impg�t&cl�.t; Ginaed 12i31l2022 No Yes No NlA
Z
Composite Edge Fiberglass single Door
(InswrigirCutswirig. X configuration)
15 u Therma-Trij Fiber-Clasak, and Smooth-Sopr
Nominal 8li &qpmt�"pn-I threacritlIquat: Glazed IW3112022
No
Yes
No
NA
Composite Erig e Fiberfileas Single Doomith
Sidelil tin"LinglOudawng: XO, OX or OXO
Florida Department of Business & Professional Regulation
P.ge i of 1
Florida Department of Business & Professional Regulation
P.g.zetz
Florida Department of Business & Professional Regulation
Page 5 br4
16 p Therma-Tru Riber-Classic and Smooth-Ster
configuraton.)
Nominal B'0 ":Non-I impactilquat Glazed 12,3112022
No
Yes
No
NIA
Building Codes and Standards
I M12021
Building Codes and Standards
1,30421
Building Codes and Standards
30'p23
Composite Edge Fiberglass Double Door vAth or
,intronuit ablettes (InswingfOuts,ying: )D' , of =0
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
w
acinfigurali
17 q, Therma-Trui Friber-Classic and Smooth -Star
Nominal Oa#U;8 &quct;NohImpac*ui Opaque, 1213112022
Composite Edge Fiberglass Single Door Wth
No
yes
No
MIA
LLLLL %�flifa , "L,
1, -
—
-1 ' I
NMI
1A
I
is r. TheTru Fiber-Clasiso and Snnoath�Siar
Transom (InawnWOutewns, OrX configuration)
Nominal 60ag;8 "NonImpapt&quct, Opaque 1261W22
No
Yes
NO
NIA
Cod.
entity or Date Data D40 Pandina
- �� LL I ' "I'll, LLLLLLL ' I'll �
ft.
Cod.
EntRY or
owe owe pars, Familiar
Date
Cod.
Bestir or Do[- Dal. Data pennflo.
Date
C-p-ita Edge Fib.,910.. Single D..r,-Ath
Sld.lifisfi.) and T.L... (In-lingifOurisvirgi C1XO.
CIOX or O/0X0 comfig.rabeci.i I
Teas v_I.. Manufacturer
Revision M20 James Hardie Building Products. Inc.
coated Isnairt-A, U ... so Validated 8, valklaterl aushmorej F5CAl
Chad Dicrolks V, Aii Ien Johngiolleard. RE. 01,051202i 121iPr2020 011001021
Ap,r-.d Melva
ding FSG Appr.
T"'. Version M�muifivdijw
R.vson 2020 AMd�
6-1-4, & Lloanio Valklotod By
pick Thompson Lyndon F: Schmidt, P. E. Ry'n JL King, P.E.
V,Ild,t,d Sujismilted RBC A,-.[
0D15/2021 021151A21 02,'�2�021
Awn-ved
0013/2021
SI
Approved
T V ... join Manufacturer
Remskm 2D2a OAF
Carina,ot smilimina a UF-,, V,fidM,d 5V Validated 4uhmitted FOC Acianaread
Michael 8tioh Robert Mitionrion John Wr Kno ... (,on, K 12JI9,2022 12M7/2022 12QO,?022
A,,ru-d snat-
0210712a2S Approved
Category: Panel Wells
lWg) 541-03W PE-61082 (352)3S7-2526
category: Panal Walla
(350) 922�23813 PE,421409 �613� 767-6555
Category, Robing
a00) 766,2411 PE-59166 (954) 772-5224
19 'L Therm.-Tru Filber-Classio and Sm.oth-Star
Nominal 6�6- &qpot Non-mipacta-cluort; Opaque 12131=2
Composite Edge Fiberglass Single Door with
No
Yes
No
NJA
subcategory: ading
cfi.d.dIkc@j...h.di
2.bC.hq.ry-. Soffits
Ithorims-&icileacire
$.bCateg.try, A�lplalt Shingles
.,uj.h@9.fxom
mi
Sidelit,(s) (In-AngtO.1-Arigi. XO, OX or OXO
Compliance 111011101dit Evaluation Report horn a
ec.m
Co,enpir- Method! E-1-floi, Report fr.. .
C ompliance method: Evaluation Report from a
Continuous Head and Sill ochfigUmett-)
Modds Registered Aiabst,ot ,ra Lt ... sed Florida
Fl.dO Registered Archlta,,, or . Lteef-d Ficirld.
Florida RegbiteredJur.hineet or � U.-ad Fland.
2D t.Thahm.-TrpRbarZI.asl ille,16-oth-Slem
Nominal 8&*:39;0 &qu0t;NlmAmpai:d"� Opaque 1213112022
No
Yes
No
MIA
Pi-ef-will Engun-
Pod-lorail Engine.,
P,dowil-I Erains,r
Composite Edge Fiberglass Single Door voth
Sxta[ite(s) 0 nevvingrOutswrig; XO. OX a OX0
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21 u Thermo.Tm Fiber -Classic and Smooth.Star
Continuous Head and Sill configurations)
Nominal 6'8 SquotrionIfirripactli,quot, Glazed 1 MU2022
No
Yes
No
NJA
am# Product Model, Niumber or Name
I I
QuallftyAssurance ApprovedforUst, Approyod for Use
'fectuo, Daiierloth. Contrast DpIrallar gage in HVHZ Outside PIVIII
Impact O.Slim
Resistant( Pressime,
I
s-al # Product lit.d.l. Numb., or IN ...
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Pineduct D.-uston Cant-1, E.Plimilon Date
A,,,..d fair 1), Ap,r ... d far U-
In HVHZ outland. i
loi
Reclarifiant
Dealer,
Finisou.
0000 Product Model. Number or Name
Quality Aesuranco Approved far Us@ Approved far Use
Product Description contract Expiration Date It, HVHZ Outside Kv
Inflyaot D.Ian
stalilstant Pressure
Composite Edge Fiberglass Single Door with
Schate(s) (InnawngrOurtswrigr XO, OX Or OXO
I campl.rk Lap Sitting
ice-ht jap siding 12*111=21 Y,io, Yes
MIA NiA
I OL liquot.78,quat Soffit
-
Vent � Sold Viryl Bank lNi)U2023
—
NO Yes
—
No
N/A
I GAF Asphalt Roof Shingle, for gwm FIRC for-HaliZ
Fiberglass reinforced 3-tab, larrinhatod. 5-tat, and 1 2MGQ025 No Yes
MIA NJA
Continuous Head and all configurations)
2 H.dl,Plark Lao going
fter-cenuml, lisp sking 1243V2023 yea yes
WA N)A
2 bL &q'dt_'A'I"s' T4&q'pI�S'M't
V�rt.r Sold vary sent 1 V31 tZO23
No Yes
He
NIA
JuHradieft.,
hipYrbJga asphalt Ithimilhae,
22 v. Therma-Tru Fiber-Classip and Smoath-Stal'
Nominal 8303$�() &qupk,Non-mpaG1&qupit Glazed 1213112022
No
Y_
No
NIA
3 cL &q.ot:Gnbrar Vint Bead-dal,ini: Soffit
Vent or Said varyl Spirit 12131/M�
No Yes
No
MIA
Composite Edge Fiberglass Single Door with
4 d' &q..t:O5Ii Sent
Vent or Sold Vinyl Soffit I MI i2023
No yes
No
MfA
ScialseC.) (I ne,ninigiOursinfing XO, OX Or OXO
5 a. Zq.d.Crarta, Q.Inu,utit; east Vent or Send vinyl Sort IV31Q023 No yes No M,A
23 w Therma-Trit FIber-Cleselc and Smooth -Star
Continuous Head and Sill configuration.)
Nominal 68,489;8 " Non-firripactlilquort; Opaque 1213V2022
No
yes
No
MIA
6 i &q.orS�ps, Sp"&q'c Saffit
I
Vent ., $did Viinyl soffit 12131=23
No ye,
No
MIA
Composite Edge Fibivrgibes Door P�hiilith Vented
Sichiliti (I n.%vingiOuts,ring. XX XXX or XXlCK
configuration.)
24 x. Therni Fiber-Ol-ic and Smooth -Star
Nominal 8&09;0 ".,Nim-mpact8quot; Opaque 121�1f2022
No
yes
No
NJA
Composite Edge riberglam Door Panels Ain Vented
Sidelite(s) (InewmWOutswing: XX X>Q( Or )OW
arnnfigii�
25 YL Thencri Fice,Cle.i. And amic.th-Slar
Nominal 6&939;8 &qu.t Nom-Impad8or-ot, Glazed 12131,`2022
No
Yes
NO
NJA
Composite Edge Fiberglass Door Parnift vorth Vented
Sidelite(s) (ImiyArWClns,ing )O( XXXor X)O',X
, I
Florida Department of Business & Professional Regulation
page 1 of I
Florida Department of Business & Professional Regulation
page I oil
Florida Department Of BUSIROSS & Professional Regulation
P.0 I of I
26 z, Therri Fiber-Classiq and Smouth-Star
configuration.)
Nominal 8&039:0&qpotNoh-Immaa1&qtmt Glazed 1213112022
No
Yes
No
MIA
Building Codes and Standards
101SV202i
Building Codes and Standards
1 02021
Building Codes and Standards
11,1312D21
Composite Edge Fibergl Door Panels vAth Vented
SdeliteCs) (I ri-AnsfCurts,ing, XX XXX or XXXX
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
axwlflg.nitfon�)
I . , I I
I '
,
11 , .__
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27 za.Thierma-Tru Fiber-Classicand Smooth -Star Nominal 6Ŀ:8 &qukv;Nan-ImpacI&cluotr Glazed 1213112022 No Yes No NJA
,
Composite Edge Fiberglass Single Doorwah M939:0
adivite(s) (I inswriaoutevarig. XO. OX or OX0
Olonfiguratione)
Code
Entilypir 2& Una Dole permits,
Me
code
Entity or
Data Put Date Pfladinn
[Me
Cod.
Eri . Dan. owe Date Paroled
� � 1'. �'
Data
28 zo Therma-Tru Fiber -Classic and l3micath-Star
Nominal 6&030;8 8qu.t Non-Imp..ftefinnt; Gl..ed 1213112022
NO
Yes
No
NJA
1".. version M,ouf,dumr
CDrgaqt I�mrlm,% LI-nic Wfidated IN Validated Aliberift-ol Fac Ammayal
Apor- aid-
Type version M.-fiedi
copt.tt Frolnetera ucava, Validated By
validatod animmitt FSC Acei
Aora-d
status
I
TV" version Manufacturer
Contact lingin.. & I -I.-.. V.11,10.d @y Vallftfipd Siubroitted FBC Approval
Approved Ban -
Composite Edge Flpergia� Double Door �Mth
R-i.l. 2020 TAMKQ Building Products LLC
K-i Edon Robert Nichnned Johni W, Kneaevich, PE 10104i2020 09l2912D20 IOJ12(2020
12A51202O Appr-ol
R",i.c 2020 _�V. Tioni Inc. dina Thompson Architectural
Tory Chnstri Zachary R. Priasur Stown M. Unth PE Daft 7f2O2a owlaf2o2o 09J22/2020
12,15,2020
Appno,ed
R.,Aebri 2020 Flclnd� Met.] P.duall fir,
Clark Jones James L. Sw*w. P.E_Q Steven M, Urich- PE OW27,2020 019)25�21320 1064�2=
1211612020 App,ovadl
3&039�0adoites ltnewinglOutsymi OMO
Category. Roofing
(417) 624-8644 PE-59166 f954)772-6224
metal% CompapyeTAMCOr
(813) 248-3456 PE�74D21 i717) 31 F-8454
Category: Facing
,
(904) 783-8400 CBUCK Engineering i717) 317-13454
2B zo. Therma-Tru Fiber-Clasv� and Smocith-Ste,
configuration)
A " '-,o,v -�1011-hmplodaqurot; Glazed 1213112022
""�p
No
Yes
No
NJA
Subcategory: UnderNyments
kar_.d..@amk..c- �
Caflegorin Facing
Subcategory: froofiraAccessonesmat are aft
hanyip-glinalafrin.firgoom,
subcategory: RbcrfihgA.ri.. that are w
Integral Pan .fine Reall System
b�rkillflamcom PE�31242
Co. .t�Ed,.Pil,.,Ia�Singl.D.or��h3&0n;C
Compliance Method: Evaluation Report *am �
Into grill Part ofthal Seeing System
Cenrpli... Method: E,slu.tipri Report fr.. .
adeiibs(�) (InswinglOutsyrog. XO, OX or OXO
Road. Railostan,ti Architect .,a licensed Florida
Compliance Method: EWILLation Report torn a
Florida Rqktar.dArchftc,d m. Licensed Florida
30 od Thwma-TruFibe�ClassicandSm�th-Star
configurations)
Nominal 8':0 ",Nmnlmpadt" Glazed lWdI2022
NO
Yes
No
MIA
Prelessi-I Engin-
I I
I
Florida RegistereaArchnnot or@ Licensed Florida
Professional Engineer
P10-1.001 Engineer
Composite Edge Fibelgil.- Doubt Door with
LU02323-fiffil Prodinsfis
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Quclityftscfr�k Aocm-d to, Us, Awroonsd far Usa
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Nominal 7D;O 8quotNan-lmpact" Shaker 1213112022
I
No
Va.
No
NfA
a.- It product Model, Num bw or Name
P,d,.t ov-10i. � ill� Outside HVHZ
Ra.htaint prosesmr!
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AppEoved for Uji, Apot6vird for Use
,�
11W
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S-9 Ricci M.de. Numb., .1 N.-
QuallivAssurance Approved for Use Aml for Use
P,.dud Oaach.tion comir"I Eveleation D�' I,, HVHZ Outaid, HVHZ
[.Pact Design
Reeasdarit Pn-uni
Series Compoeirl. EdgeGlyzed! Pbargl. Single
I TAMKO Roof Undc,laynn.ints, (HVHZ)
R.of-darlayments far us. in FBC HVHZ 06M/2025 Y. No
141A N/A
the" Fraductlitiodal. Number or Name
L Contract Eiminiti, —DA.
in HVHZ outside HVHZ
lainshiuml
Preaso.
3 3- FLAMCO liquat;RV10 Ridge Vlrnlq�bl:
Aluminum Ridge Venus W pitched face; fabricated I V31 nO24 No Yes
No N/A
Doe r voth or Will a ut 1 Ueg;2 Si defile(s)
juriadfictim,
I TAMCO Flat Top Off- Ridge Vent ,vith Bark. far The
26 go. vallo-f,risiduld-4th baffle 0SMi2026
Y. Yes
MIA
NA
fr.. 1.025'Aurrituirr
(Irsery,giCird,�Ingr X OX XO or OXO configurations)
1
2 TAMKO Roof Unclarlayments CNDN�HVHZ)
R-furidiv.yeent. for.a. in PBC n.-HVH2 06125,TM No Y.
WA N,A
2 TAM,QO 0-.f.ckV.m
26 g�. 0soQ12026
No Yes
NlA
.01-52.5
jurisdictions,
3 TAMCO Ofl-Ridge Roof with Soffit
26 go. vatic roof-atflator with Integrated baffle OSM/2026
yes yes
N,A
NIA
4 TAIi Round Top Off -Ridge Vent eeth Baffle far Tilt
26 Da- static rocifyortilatorwith battle 06MO(126
Yes Yes
WA
NiA
Florida Department of Business & Professional Regulation
P�p,i of I
Florida Department of Business & Professional Regulation
P.9. i of 3
Florida Department of Business & Professional Regulation
P�Q. I aft
Florida Department of Business and Professional Regulation
Building Codes and Standards
1PI2021
Building Codes and Stanciards
IW2021
Building Codes and Standards
IrI2623
Building Codes and Standards
3/15/2022
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
U)
MINTIM
am
_0
L.
Cod.
Version "'""..""
1RU-Mmen 2020 Lerimm.
entity 0 Del- Data Data Pension
Contact colorma, & Ljg Validated B, Valficladard sLo"Afted F8c Jimo,
K.hina, Jetty James L. gi,lloar, P E Stov,m M. Qn.1n, FIF 1112s12020 1 V2$/2020 11,29,2021)
owe
&a,, are-
ding li Appr�
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Type version 1111-1h,tursir
R.Yjaron 2020 Retell Feeling
Enfily or
Conit.st Eactneer & Lt,-, Vaida,d 5v
Anderson Robin IAPNIO toulf.- Zp.luatim GaryVV.Wak.r
Oi Del. Deli, P-din,
Vaidal.cl submitted FlacAp.mea
1193r2D20 1 ilt=020
par.
A,P,-"
11106�2020
status
Ablpr�d
coo ,
face Yomign Manufacturer
Revision 2G20 Global Protection Products. LLC_
Evilly or DA-- Pa. 0.10 Fie'd[ra,
colillig Emmett, & Ll.limi valld�aiigl By V-11004 ausmill.d MAswayall
Turn Robalson WvlerA nilit Jr, RE John W. KiamvW RE GM8)2020 0910812020 iml/2020
20
Ali at...
12y15M20 Appirv,ed
0
F06259-113111
code
,Lntky =9
=
Date Date Status
Catageiry: Roofing
(5m) gaif-6163 PE-aI242 (717) 317-8454
category- Feeling
(wi 3 380-6091 Sdivioes LLC l205) 854-016o
Category: Sh.1I
kR54j E89-7545 PE-44107 (954l 772-3224
_2[
.1y Engineer & maiwated By Validated Submifted Pendin Ap2roved Approved
�pe Version Manufacturer Conta _. _9�
Revision Y20 GLASS bSA Maury.Alpert, License John W, 10126f2920 1WW2020 FBC 1211512020
S.br..g.ry:RcdAng A-esechas that vi
Integral Part ofthi, Feeling System
Cumpflana.lisellned: Evaluation Eep,d from
kjvI.y@kxranc....
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C.mplJ�-.M.th.d!E�.l.di-R�p.rtf,...
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SJhC*.o.ry: Storm Panels
ComplimeeNethdd�Evaluati�Rep�lroma
t1m.robjrobnP_gppere co
m
Category: Roofing S9542331 330S final pert@ polyglass.ciorr Robert Niamnen Knezevirh, PE
TAR-01yal
a
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Undarlayments,
Compliance Method:
PE-591 68 (954) 772-6224
11110112020
Professional Engineer
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Rat Profile - Denver. CC 12i31QO20
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Sao # Product III w,umb., or Name
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Pmdun,t 11-1allia Ceram,' liungar.ti- Call 1, HVMZ Oulvd, HVHZ
L- profile. Polypropyle,ru, PI -tic, R..fV,mt 191012025 No Yes
Re,sistant: Kr,,-
No -g?51-97.5
-
Thatch sve'; Impact
17 S.ory600 - Slate Shake 4wrip: Split Shake
Flat Proflie - Steckler. CA 12t3l,2020
No Yes
N(A
MIA
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1 20 Gage Gclvril�eol Steal Storm PooalaMVHZ
product pasti - - Ill In HVHZ Opn�[d, 1fVHZ
Corrugated Galverized Steelsform Panels retained 1213112023 yes Yes
Resistant P ... a -
Y. N/A
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Architect or a Licensed
Florida Professional
M.jmmiaally,Aftach�d to PVU-d NrkL
Is S...y 800 - SI Shake "ninfl; SpIA Shake
' Sascary 700 - Shake State 4,.i Split Shake
2a Zony Too- Shake, SI.I�Zhmra: Split Shake
,
Flat P,cfilo - Rfi.4. CA 12(31M20
FhqPrpflIStp,kt.r, CA 1wV2026
Flat Profile I Z�3112020
- Raitc, CA
N. yes
No yes
No yes
NA
MIA
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WA
MIA
NIA
2 24 Gage Gavvirizeri Shod 8loon Pars,I&N44VHZ
or not try moks to plovd. famicar. protection
Corrugated Galvanized Steel Storm Pares retained in1jM3 No Yes
or not by packs to prmide hurricane protection
Yes, N/A
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Engineer
27 Tq.� E�p I a. roin-
High Profile- K.lyfTX 1221)2020
No Yes
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28 MIN
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N. Y.�
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Product Descii Contract E2phadon in HVHZ Outside
HVM
Reslislant
Pressure
Date
1 Polyglass Roof Underlayntents
Roofing underlayments iMIM22 No Yes
NJA
-NIA/-622.5
M
1 Polyglass Roof Underlaynnents lHVHZi
Polyglass roof undersymients for use in FBC12J2312023 Yes No
NIA
INA
�
2 Polyglasei Roof Uncerlayments (non-FiVHZ)
HVHZjurisdicEom.
Polygilass roof underlayments, for use in 1212312023 No Yes
NIA
-NIAI-622.5
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F8C, non-HVHZ jurischations
Yes No
NIA
N/A
Florida Department of Business& Professional Regulation
Pago 1 C41
Florida Department of Business & Professional Regulation
P.Q. I at
Florida Department of Business & Professional Regulation
Page I ef I
0
L_
I Polyglass Roof Underayments (HVHZ)
Poilyglass rocifunderlaymentsfor use in 1`13012/2X2023
HVI-r7jullsdielions.
Building Codas and Standards
1�2512022
Building Codes and Standards
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Building Codes and Standards
1M2021
>
0-
2 Polyglass Roof Unclerfayments (non-HVHZ)
I
Polygliss roof underl,ayments, for use in IM312023 No Yes
FRO non-HVHZ j.d.diations,
NIA
-N1A1(32Z5
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
0-
I Polyglass Roof Underlayments (OK)
Polyglass roof underlayments for use in FISC112123=23 Yes No
HVHZ jurisdictions.
NIA
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NJA
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Code
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Entity . Data Date Data Pandma
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Code
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looliqlass roof underlayments; for use in rscl==023 Yes No
NJA
NIA
Rvision 2020 All American Shutters and Glaas
Mike Sarlbied Frank L. Bernardo. P. E Troy Bishop, P.E_ 10128[2020 1011512020 IliOrY2020
,Status
12JjU?02Q Appr-.d
Revision 2D20 Alpine
Stuart Lem0a )CC Evaluation Sar,ficie. LLC Wiliam M. Ranieri, P9
10131iiM20 10122t2020 1 IlOM021)
iiii)X020
Approved
Roviiian 2020 Commercial Concrete Producalre,
Ensim., & Ulsees, vaidshid jfAidalisd
RobortOtIlls Samuel A. Greenberg John Hay 12JIBM20 12(16i2020 12129J2020
ding FSC Appir.
0
2 Polyglats Roof Underlayrill litarl
HVHZ juradiOlion..
Polyglast roof underlayments, for use In 11212312023 No yes
NA
-1,1*1-622Z
category. Shutters
SubCatelory: Storm Panels
(561) 712-98132 PE-0046549 (954) 947-G830
mikebCallannericapshutte,
Caneg.hr: Structural Comp.rant,i
liul,Cabig.ry: TnIi P�ts�
(321) 710-3377 (40711 681-1917
claad�@.Iipfinvt�!...
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(81S)659-S707 PC-U245 052t soa-5311
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249. G.I,ant..d Steel Storm Panel. `2J31f2= Yes Yes
Yes NIA
2 ITW 30GAlohne Hinge Plate
Metal Connector Plate 1 V3142024
yes Yes
WA
NA
sea A Prodw Model. Numberor Name
Product Deaefloi Contract 9teilrittlim Date In HVHZ Outside HvH
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3 ITW 3CG,AIp,hi TWIM
4 ITW 2CGIAIRina Wave
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Metal Connector Plate I WIL/2024
Yes Yes
Yes ,Yes
NA
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Florida Department OF Business & Professional Regulation
Building Codes and Standards
Page 2 of 2
3)5J2023
Florida Department of Business & Professional Regulation
Building Codes and Standards
page I ef I
611412021
Florida Department of Business & Professional Regulation
Building Codes a nd Ste ni rds
P�9, I 02
912W.G�i
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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12r,012022
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Revision 2ON Way�rlh.,
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Category: P-1 Wells
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18 ga. high strength (niss connector plate 1213V2024
Yes
Yes
NIA
N/A
I Microll- LVL
2 panels. PSI-
Limithirted V-eir Lumber GW31=23 No vs.
Parellel stand Lumber 03131,7023 No Yes
N/A N/A
NIA MIA
a-- It Product Model. Novi or No-
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lierasaitup
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18 ga, super hill strength Ito" cornector pLate, 12131l:2024
Yes
yes
MIA
MIA
3 TimeerStrand LSL
Limlended Stnaind Lumber 031311202� Me, Yes
NIA NIA
1 Alpha Adurniourn ScIld 8arnp:Verned AlurrinumS.Mil
Alpha Alunni.m.Solid tiamic; Vented Aumhum GrI30,2023
No yea
No
NfA
3 Mil is
1
16 g�' Ase .on-tairp[at, 12i3l,2024
Yes
ye,
WA
IIJA
4 TJ Rim Board
Structural Composite Lumber or Oriented Strand 0313112023 No Yes
N/A MIA
Chip Ump; Wood
Soffiv CMIJ Unrip; wood
I
SHEET
NO.
4 MT18HS 18 as, high strength li connector plate 121312024 Yea yes MIA NJA
8 M720HS 20 gs high spoingth In....Inector plate I MIQD24 Yes Y_ N,A NJA
boand Rim Board
6 T1.16, WTI 8
ie g.. trusc-mlict.,, plate. 12131,2024
Yes
Yes
HIA
M)A
5 Weyerhaeuser Rim Board
oriented emend Bd Rim Seend 03131,2023 No Y.
N/A N/A
7 TI-20; MT20
M go, fics. Ocrin.d., pl.f. 12131�2024
Y_
Y.
MIA
MIA
I
.
I
March 6, 2023
PA 1.1
1 1
I
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Building Codes Slid Standards V10=2
Product Approval Application Detifill
996
Eadiv or
29k .0111111
Douplailla
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Joe H*W Send Window and Door
Jones$ L Ruckner, P-E. a
07114MO20 OT114FAM
07120=0
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Cafterie Wndows
Robinson MairtlectuarAlsonlillon
CRUCK Englisering
awlstimearr. sinille Hung
P41 i 8214M
W1) 4914W7
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pelspWooloppmolidipe
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Oaks
Prodad Modl. liturntow or Norm
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oulside
Rosious,
Prooks
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NAnyl Ong Is H ung Window (42- x 72-)
00712UT
No
Ym
No
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2
Bola 1070 High Poorlorrairski single Hung
VWA High Porlonnovica 5 Inglo Ku Is TwIn
ol
No
yes
RD
-501-W
Compod*(72'xwlt�n
a
861" IWO $1,410 Hung
" single Hung Troo0ornixoBta(1011" 07)
os"IM027
No
Yes
NO
14"
4
Sen. IV= 31relo, Hung
NAm'4131rcho Hu,,aTnx*C*m;xxvto(1or
W230027
NO
yes
No
.3&-W
5
Bola 1WO Single Hung
Mily! SIrge Hung 1wim
leil3a027
No
Y"
No
+36,35
a
Was 10120 OrVIC Hung
Italy! $"is Hung 1WIn composite (720 x OW)
MMOU027
Ile
Y.
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13N.33
7
ON1160027
e
yes
NO
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a
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MM71202T
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Mnyl Single Hung Window (4r xSe6117)
DISM31207
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Y.
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10
SwissIV2081,VI.Hung
VIny! Single Hung Wind— 13F.32-1.7)
OSM602027
N
yes
Me
36�35
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11
Swim V20 Single Hurl
Mrryl Single Hung Window 14r x$4')
DSM7�20"
Yee
No
12
Sorwe 1=0 Single Hung
%AMA Single Hung WVKWw (390 K720)
01)(1402027
No
yes
No
+351k3s
13
Swim 1CM Singlo, Hung
VW Single Hung rain C—Posil. (72-. 5W)
WOM027
No
ya
Me
.361,15
14
Serm 10M single Hung
" Single Hung Twin Cornpoelte (864P x5asl)
DWI12027
No
yes
No
35135
15
soles 10120 Single Hung
NAinyl single Hung 'noln Gosipeolle, lW.V . 72')
OW170027
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yes
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is
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OOM&2027
N
Yes
No
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17
seklies ICV20 SlrQle Hung
NAIIIII Fixed With Singlerlung Flanxws 110V x72w)
10(0&2(121
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Y.
No
13MM
A-6d For Ulm
Adexd For Jxw
IMM
2Rft
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Bob in HVH
Cinema
Resident
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19D series orThermateir or Encompass orAvemil High
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115`17720T
No
Yes
No
'Balm
Peellernnal Vigle, Runs
2
1 W Serm or Thernisslar or Erwmlom orAwti High
Vhnyl NO Perb—ce 8 Inill. Hung T.in
00102027
NO
yes
No
+5O-W
porkerwoo Binge Kure
5) earn or Therressal Encomoses or Avers S Ingle
'I
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No
Yes
No
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Hung
Be Bell. or Th—mbir or Enconneus, or Award 8 Ingle
VW Single Hung TrIM. (108' . S&Si
OW31202T
No
Y"
No
13"
Hung
Rodda Departrinant of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
P.Wi oil
Gods
zoater or
D-ft
Oak oil, Poodo
DO.
T19111
Wnsid. Illawbownw,
09rho End-16,41.11aft Vidwobod a,
VA[iogiod
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2MM Pole Co'Plooden
Joe Hoyden Sarkill wind" And Door T_E_ Lunn, PE, LLC
CITM4120M
CT114(2020
07122=0
Approked
0~1F Wndws
Robinson MoorijimejerAmoeldim (551)62644515
Maltolloporr. Single H�xlg
M41 � 121 .90M
Owsplion" Ifiathioc. cordficatom Mark or usting POI[SWWUCIPPMOGW
FLIMM34t4
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Pella 10 Berko Single Hung Wndm
W x BY Vinyl NowImpaxt Single liting Wrolow 01112V2022
No
Yes
No
�40"o
2
Pella 10 Series Big[. Hung Wrom
54" xSX %Anyl No�lmixxct $Ingle Hung Window 071090=2
No
Yee
No
'45145
3
POP 10 Sarlso OV. Hun: Wind—
W . 1121' M"Y1 N.,-Iqwd Minsk Hung Whd— orm"C"
No
yes
No
*600-M
4
PeftloseriesSinglemull Wndow
48.7TVInylNon4rnpootgIngleHuNWIndoiv 07109=2
No
ya
No
ID651
5
Pelalloserlessinglowurawndow,
arierunvimo�IMPOOSHigiewurAwboow 1822=2
No
Y.
N.
ISSLSS
0
Peb10sxrkisSIRQIxI4UrqWMdow
3Wx7TVmVINa.Irniwe8ImgIs Hung Window 07"Ma"
No
Yes
No
7
Pqftl01krk9smqkHjngWnd*W
10/1712M3
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V).
No
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PLIMO"3�msp.o.cht
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Palk 10 Berko Single Hung Wreaks
W x W Vityl Iwmimpoot Single Hung Window 0220023
No
Yes
No
40�-o
2
Palo 10 Series Ongle Hung W roots
64'x 97 Vnyl Nonimpoot 5 Ingle Hung Window MCW203
No
Yee
No
�415645
3
polkleaud"Onal Hunowncloo,
WxSTVIryIN*n-IqdSI I.HivrigWindeno ol
No
yes
No
.5%.S)
4
PUM 113 Solos 1311191: Hung W'dW
36, xar Vniii N.Inftoxisetsinglo HuMWIndow MM02023
NO
ya
NO
.5s.86
5
Pew 10 Serla single Hung Wreloo,
52-lAr - 60' Vinyl Non-l-ped SINIke Hung Window 1CM702023
No
Y.
N,
�EULGO
Rodda. Departrinent of Business & Professional Regulation
Budding Codes and Standards
Product Approval Application Detail
Patpol ali
ceds
gout, NE
2OR
OWN Dolls Filed-
Dal.
it"
V#Mi*. N*Mfoot—t
**lost sad"W&U16". V*Iwftw
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211M Polls Corporation
jow mairden Bard Window arId! Dow Jena L RVCkV,, P-E. a
07714QO20 CM1412020
=20(20Z
Approwed
coasarye Wide"
RWnson MarullookuwAss000llon CRUCK Engineering
RablGalogarin Fixed
(641) 021 MO (5181) 4914027
Coupfla" Mothood-. Gortifloodon Mark or Usting
Ptaepwu*pplmew
FUU344ug
Psidwo,
likeo.
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Rorfda Depar"ant of Business & Professional Regulation
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Rorida Department of Business & Professional Regulation
Pop i ofiz
Building Codes and Starridards
"VA22
Building Codes and Standards 6110=2
Building Coda and Standards
Product Approval Application Detail
Preduct Approval Application Detail
Product Approval Application Detail
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Joe Hoyden Sanot Wo." Schools,
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Updated I M3012020
M-TTe M Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213012020
lk-*Itiltz&lolzn Simpson Strong -Tie 2020 FBC Approved Products
Updated 1213T2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12MI2020
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direct InKs toall 8ST approvals listed below, CUCK HERE
For direct Inks tool SST approvals listed below: C41CK HERE
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For direct links to all SSTapprovals listed below, CLICK HERE
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For direct Inks toall SST approvals listed below, CLICK HERE
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For additional Information regarding Florida's Statewide Product Approval System and Mlamr-i CountyNotice ofAcceptance RJOA). EM
For additional information regarding Florida's Statewide Product Approval System and Mismi-Dade County
Notice ofAcceptance (INDA). QLICK HFR
For additional information regarding Florida's Statewide Product Approval System and Marril-Dade County
Notice of Aoceptance (NOA), gLICK HER
-t-lial iniuniation regarding Florida's Statewide Product Approval System End Maml-Dade County
Notice of Acceptance �NOA). gLIgK HgRE.
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FL#2355-R?
FL#11 0446-RG
FL*1 0456-R5
11
HUS, HUSC; series hangers
Face-mou rit hang ers available in widths ranging from 1.518" to 3-
CU
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916" and he ights rang ing from 4-5116" to I I ". Concealed fla nge
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Seci#
Product Model, Numberor Name
Product Description
Seq #
Product Model, Number or Name
Product DescdLt2a
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Product Model, Number or Name
Product Descd2=
version (HUSC) available for models having width equalto or
1
Titan Stainless Steel Concrete & Masonry Screw (T-TN-SS)
1/4" diameter Titan stainless steel masonrysorew
I
A21, A23, A33, A34, A35� A44
Angles
1
ET, BTB. BTH
BrickTies
greater than 3-9116"
=
2
APA21. APA4, APA6, APVA21, APVA4, APVAB
Outdoor Accents Angles
2
CMST12; CMST14; CMSTCI8
Coiled Straps
12
]US series hangers
Face -mount hangers available in widths ranging from 1-718"to 3-
C)
3
APB44, APB44R, APVBOO, APBOGR. APB88, AP388R. APB1010. API31 DIOR, APVB44,
Outdoor Accents Post Bases
3
CS1 4� CS1 6, CS1 8: C520, C522
Coiled Straps
5fS" and heights ranging from 9-114" to 16"
UL
FL#9689-RO
APVB44R, APVB66. APVB66R, APVB88, APVB88R, APVB101 0, APVB101 DR
4
CSHP18, CSHP20
Coiled Straps
15
LGU3.25-SOS, LGL)3.63-SDS. LGU5.25 -SD8
Face -mount hang ars
C
ICU 0
4
APDJT2-4, APDJT2R-4, APWT2-6. APE)JT2R-6, APVDJT2-4, APVDJT2R-4, APVL)JT2-6.
Outdoor Accents Deck Joist Ties
5
CTS218
Compression/Tension Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
CD 0
>
Sea X
Product Model, Number or Name
Product DescEWILM
APVDJ72R-6
6
DSP, SSP, TSP
Stud to Plate tie
15
LUIC26Z, LUC21 02
Face -mount hangers
-0 E
0
1
SD101 12DBB
Outdoor Accents Connector SGrew
6
APHH46, APHH45R, APHH61 0, APHH61OR
Outdoor Accents Heavy Hanger
7
H1, H10A. H2.5A, Hl3, HS, H7Z2 H16� H16S. H16-2, HIG-2S
HurricaneTies
16
LUS series hangers
Face -mount hangers available in widths rangingfrom 1-9116'to 4-
Q)
L_
2
SD9112. SD9212; SD10112L S010212
Strong -Drive SE) Connector Screw
6
APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVTS
Outdoor Accents L and T Bearn-to-Column Ties
8
HG7-2, HGT-3, HGT-4
Heavy Girder Tiedcwr
518" and heights ranging from 3" to 1 0-15J16",
U) Co
0-
3
SD9112SS� S092125S
Strong -Drive SO Connector SS Screw
7
APLH24. APLH24R, APLH26. APLH26R, APLH210. APLH21OR
Outdoor Accents Light Hangers
9
H324
HurricaneTie
17
MGU3.6$-SDS, MGUi MQU5.60-SDS. MGUi MGUTCO-Sli
Facie-nnownt hangers
!E ICU
ca-
4
SDCF22434, SDCF;22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014
Strong -Drive SDCP Tinri Screw
a
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SDS1,5, HSS2-2-SDS3, HSS2-3-SDS3r HS84-SDS3
Heavy Stud Shoe
18
MIU series hangers
Face -mount hangers available in widths ranging from 1-9116" to 5-
<
SDCF221134, SDCF221334. SDCF271958 SDCF272358
9
CBT2Z. CBT4Z
Concealed Beam Ties
11
HST2, HST3: HST5. HST6
Straight Straps
118" and heights ranging from 6-15116" to le-1/2",
5 SDGP22434. SDCP22512. SDCP22614, SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timbor-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
SDCP2211 00. SDCP221134� SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQIBKTZ. HTS020KTZ
Heavy Tvvist Strap
20
SUR. SUL. SURC, SULC series hangers
Skewed face -mount hangers available in widths ranging frorn I -
6
SDHR27400, SDHR27614. SDHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
Light Floor Tie Anchor
9115" to 3-WI S" and heights ranging from 3-1116'to 13-34'.
7
SIDS25112 SDS25134, SDS26200, SDS25212, SDS25300, SDS25342, SDS25412,
Strong -Drive SIDS Heavy -Duty Connector Screw
13
FC4. FC6
Framing Clips
15
LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURG, SULq available for all double
SDS25500� SD,925BOD, SDS25800
14
FWANZ
Foundation Wall Angles
16
LST149, LST173
Straight Straps
2X and 4X models; only acurte flange is concealed,
8
SDS251128S, SDS25200SS, SDS25212SS, SDS2530OSS. SDS25312SS
Strong -Drive SIDS Heavy -Duty Connector SS Screw
15
GA1. GA2
Gusset An�les
17
LT820, LTB40
Bridging
21
U series hangers
Face -mount hangers available in widths ranging from 1-9116" to
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Strong -Drive SDWF Floor -to -Floor Screw
16
H2A, H2.5T, H8, H10A-2, HI OS, H14, HGA110
Hurricane Ties
18
LTSI 2, LTS1 6, LTS18, LTS20
Lig Int Twist Strap
6" and helg Me ranging from 2-51&'to 11 -114".
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
Medium Girder Tedown
FL91DO07-RB
18
19
HH,I� HH6
KBS1Z
Header Hangers
Knee -Brace Stabilizer
20
21
MST27, MST37, MST48, MST60; MST72
MSTA9, Mi MSTA15, MSTA18, MSTA21, MSTA24, MSTA30r MSTA36� MSTA49
Straight Straps
Straight Straps
FL#10667-R6
ell)
C-3
20
1-50,1_50,11L70.1.90
Angles
22
MSTC28, MSTC40, MSTC52, Mi MSTC76
Straight Straps
C:P
e6i
0
Sea
Product Model, Number or Name
Product Description
21
LCE4
Postcap
23
MSTC4895, MSTC6663
Pre -Bent Straps
Sea
Product Model, Number or Name
Product Description
:tz
1
ATR318. ATRlrZ ATR518. ATR314
Threaded Rods
22
LS30,LS50.LS70,LS90
Skawable Angles
24
MST126, MST136, III MSTIO0, MST172
Straight Straps
I
BA series hangers
Top flange hangers available in weths ranging from I -&Ile" to 7-
2
ATUD5, ATUDB-2, A71-1109, ATUDO-2, ATUD9-3, ATUD1 4, ATUD14-2
Aluminum Take -Up Device
23
LSOZ
Adjustable Stair Stringer Connector
25
MTS12, Mi MTS18, MTS20, MTS24C, MTSSO, MTS30C
Medium TwistStrap
1/8" and heights ranging from 7-1 Wto X".
0
3
EP316-2, BP112, BP112-31 BP5/8-2, BP518-31 Bloa(4, BP3f4-3, BFIRTUm-4
Bearing Plates
24
LSSJ26LZ, LSSJ26RZ. LSW28LZI LSSJ26RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
26
NCA2xl0-12j NCA2xl2-12, NCA2x8-16, NCA200-116, NCA2xl2-16
Bridging
2
DGBF series hangers
Top flange hangers available in woths ranging from 3-616'lo 7-
C-;,
4
CNWN8. CNW112 CNW518, ONW3/4, CNW5/8-112, ONW3/4,5/8
Coupler Nuts
25
LSSR1,81, LSSR2.1, LSSR2.37, LSSR2 56� LSSR210-2, LSSR410
Field Adjustable Slopeable/Skewable Hanger
27
RCWBI 2, RCWBI 4
Wall Bracing
118" and heights ranging from 9-114" to 24".
an
5
CTUD55, CTUD65, CTUD66. CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUDPT
Coupling Take -Up Device
25
LTP4, LTP5
Tie Plates
26
RPS18. RIPS22, RPS28
Repair Plate Strap
3
DGF series hangers
Top flange hangers available nwidths ranging from 1-1/2" to 3-
CTUD98, CTUD99
27
ML237, ML247, Ul ML28Z. ML21OZ
Angles
29
RSP4
Stud to Plate Connector
5/8" and heights ranging from 7-114" to 24".
cp
C-4 _T-_
6
N3, N4. N5, NO
Heavy Hex Nuts
28
MMH8
Roolf1rie-Down
30
SPI � SP2, SP4� SP6. SPS
ft of Plate Tie
4
DGHF series hangers
Top flange hangers available in Wdths ranging from 1-3/4" to 3-
<
G
7
RTUD3, RTUD38, RTUD4, RTUD413, RTUD5. RTUD8, RTUD7, RTUD8
Ratcheting Take -Up Device
29
MMHC
Hinged Roof Connector
31
SPH4, SPH6, SPHa
Heavy Stud Plate Tie
5f8" and heights ranging from 9-114" to 24"
8
TUD9, TUD10
Take -Up Device
30
MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU12111, MMLU139, MMLU1311
Face -Mount Hangers
32
SS1.5. S82.5. SS3, SS4.5
Stud Shoe
5
EG5, EG7, EG9 series hangers
Top ftnge hangers available in Wdths ranging from 5-1/4" to 8-
9
TUVV38
Take -Up Washer
31
RBC�RBCP
Roof Boundary Clips
33
ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, ST6236
Straight Straps
7f&' and heights ranging from I T' to 32-1/2".
ID
URS3
318" Uplift Rod Run Tiedown System
32
RST-3
Rooffie-Down
34
T920, TB27, TB30. T!338� TB42, TB48: TB54, TB56, TB60
Tension Bridging
6
EGO series hangers
Top flange hangers available in wdihs ranging from 3-618" to 7-
11
URS4
112" Uplift Rod Run Tieclown Systern
33
RTC227, RTC42, RTC27, RT044
Rigid Tie Connectors
35
TWBI 0, TWBI 2, TWBI 4
Wall Bracing
1/4" and heights ranging from 11 -114" to 32".
12
URS5
518" Uplift Rod Run Tiedown System
34
STC. STCT, DTC. HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tieclown
7
GLS series hangers
Saddle hangers available in widths ranging from 3-1X'tc 3-718"
13
URS6
314" U plft Rod Run Tiedown System
35
TJi TJC57
Truss Jack Clips
37
WBI 06T WBI 0OC1 WS' 261 WB`1 26C, WB143C
Wall Bracing
and heights ranging from 8-lf2" to 28"_
co
30
Z2, ZZI, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in weltIns ranging from:3-114" to 7-
118" and heights ranging from 11" to 32".
cc c)
FL#106441-R6
FL#10531-R5
9
HB series hangers
Top flange hangers available in vvidths ranging from 1-9116" to 7-
FL#i
1/2" and heights ranging from 8" to 39'
Seg X
Product Model, Num Der or Name
Product Descirlotion
Sea #
Product Model. Number or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 5-715"
1
DTT2
Hold-down
Sag *
Product Model, Number or Name
Product Description
I
CBH2�37xS,5, CBH2.37x7.03, 0131-12-374.75
Concealed hangers
and heights ranging from 10-112" to 28"-
2
HDC1014, HDCIQ/22
Hold-down
1
AHEP
Adjustable Hip -End Connector
2
DU. DHU, DH UTF series hangers
Fare -mount (DU, DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in wdths ranging from 3-114" to 8-
3
HDQ8, HHDQ11, HHDQ14
Hold-down
2
DSC2FZ-SO83, DSC2L-SDS3� DSC5R-SDS3, DSCSL-SDS3
Drag Strut Connectors
available in widths ranging from 1-9118"to 3-9116" and heights
7/8"and heights ranging from 7-112"to 37,
4
HDU2, HDU4, HDU5; HDU8, HDU 11, HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-1/8" to 23-1511 6"�
12
HGLTV seres hangers
Top flange hangers available in wdths ranging from 3-1/4- to 7-
5
HPA28, HPA35
Strap -style purlin anchor
4
HCPI,81, HCP2, HCP4
Hip Corner Plata
3
HGU3,63-SUS. HGU5.25-SDS. HGU5.50-SDS. HGI-i HGUi HGU7.25-
Face -mount hangers
IfS" and heights ranging from 14"to 33".
6
LSTHD8, LSTHDBRJ
Strap -style hold-dovm
5
HHRC2-2, HHRC42, HHRC42-2. HHRC4/l.Bl, HHRC44, HHRC5 25f3.25. HHRC53713.12,
Heavy Hip to Ridge Connectors
SIDS, HGU9.00-SDS
13
HIT series hangers
Top flange hangers available in wdths ranging from 2-5/16" to 3-
7
MASA,MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available inwidths ranging from 11-5/8"lo 7�
9/16" and heights ranging from 18" to 26"�
8
MPAI32, MPA144
Strap -style purlin anchor
6
HRC1.61, HR=
Hip Ridge Connector
318" and heights ranging from 6-511 S" to 12-718",
14
HUSTF senes hangers
Top flange joist hangers available in widths ranging from 3-118"to
9
PA18, PA23, PA28, PA35, PA51, PA68
Strap -style purlin anchor
7
LRU26, LRU28. LRU210. LRU212
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50-SOS, HHGU5.62-SDS, HHGU7 00-SDS. HHGU7.25-SDS,
Face -mount hangers
3-9116" and heights ranging from5-3/8" to 13-1/8"
10
PAI18, PA123, PA128, PAJ35
Stiap-style purlin anchor
a
LSU26, LSSU28. LSSU210
Light SlopeablefSkewable U Hanger
HHGU9,00-SDS
15
HUTF, HUCFF series hangers
Top flange hangers available in wdths ranging from 1-9116" to 5-
11
STHD10. STHD10RJ
Strap -style hold-down
9
TBE4. TBE6
Truss Bearing Enhancer
6
HHUS26-2. HHUS28-2, HHUS210-2, HHUi HHUS48. HHUS41 01 HHUS5-50110,
Face -mount hangers
112" and heights ranging from 3-711610 15". Concealed flange
12
STHD14, ETHD14RJ
Strap -style hold -clown
10
TC24. TC26: TC28
TrussCllp
HHUS7.25110
version (HUCTF) available for all rrodels having width equal to or
11
THA29, THA2113, THA218, THA218-2, THA222.2, THA413, THA418,THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewnd face -mount hangers available in widths ranging from 3-
greater than 2-9116".
THAC422, THA426. THA422-2, THA426-2
lYS" to 5-118" and heights ranging from 4-31,V'to 15-3/4".
16
HWR series hangers
Top flange hangers available in wdths ranging from 1-9/16" to 7-
12
THAI 1.81f22, THAl2.06122, THAl2,1122, THA1222, THAI322, THAI3522; THA1422
Adjustable Truss Hanger Sized for I -Joist%
Concealed flange version (HSURC, HSULC) available for all
Iff" and heights ranging from 5.318!'to 28",
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models; only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in NN4dths ranging from 1 -9116" to 7,
14
THJA26, LTHJA25, LTHMA
Multiple Truss Hangers
8
HTU26. HTJ28,14TU210, HTU26-2, HTU2$-2, HTU210-2
Face -mount hangers
112" and heights ranging from 5-318" to 32".
15
THJM2-4-SDSS, THJM2-5-SDSS, THJU26, THJU26-W
Multiple Truss Hangers
9
HU, HUC series hangers
Face -mount hangers available in widths ranging from 1-9116" to 7-
18
17S series hangers
Top flange hangers available in Wdths ranging from 1 -9tl 6" to 3-
16
TSBR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2-718" to 19-1/4". Concealed flange
SiS" and heights ranging from 9-1/8" to 16'.
17
VPA2, VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (HUC) available for all models having width equal to or
19
JB series hangers
Top flange hangers available in wdth of 1-9116" and beights
18
VTOR
Valley Truss Clip
greaterthan 2-9/16",
ranging from 5-3f8" to 7-14'.
10
HUC01,81/9-SMS, HLIC01.81AI-SOS, HUCO210-2-SI)S, HUCQ210-5-SDS, HUCQ310-
Face -mount hangers
20
JeA series hangers
Top flange hangers available in Width of 1-9116" and heights
SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25IS-SDS� HUC05.25111-SDS, HUCQ610-
ranging fronn9-3118"tc
SDS, HUCQel2-SDS
EM=
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
Fr-r-wT, M Simpson Strong -Tie 2020 FBC Approved Products
Updated 12M/2020
M-MM,
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12M/2020
C=
For direct linkj toeil SST epprovalslisted below, CLICK HERE
C=
For direct links to all SST approvals listed beJowt CLICK HERE
For direct links to all SST approvals listed belva,, CLICK HERE
C=
For direct llrik�j to ell -SST approvals listed belcv,,, CLICK HER
For additional information regarding Hordes Statewide Product Approval System and Marri-Dade County Notice of Acceptance (NCA�, 4;�.
For additionai information regarding Florida's Statewide Product Approval System and Miamo-Dade County Notice of Acceptance iNOA).
For additional information regarding Floridas Statewide Product Approval System and Miami -Dade County Notice of Acceptance (140A). allCEJiLU.
For additional information regarding Floncla's Statewide Product Approval System and Marm-Dade County Notice of Acceptance
21
LB series hangers
Top flange hangers available in width of 1-9116" and heights
FL#11468-R5
18
S/LBV1.56, VLBVI.81. VLBV2.06. SILBV2.$7, SfUBV2.56, SILBV2.68,S/LBV3.12,
Top Flange Joist Hangers
5
SET-XP
Adhesive Anchor for concrete
ranging from 5-3/8" to
SfLBV3,56, SILBVS.62. SILBV4.06. S/LBV4,12, SiLBV4.26, SILBV4.76. S/LBV5.50
6
Strong -Bolt 2 (STE2, ST132-4SS, STB2-6SS)
Slrong-5olt 2 Wedge Anchorfor concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in width of 1 -9116" and heights
Sea 9
Product Model, Number or Name
Product Description
19
S/LTT20, S/DTT2Z, SIHTT14, HT74, HTT5
Holdowns
steel and Types 304 and 316 stainless steel
ranging from 9-3dIB" to 1 3-lff',
1
HHUS210-3, HHUS210-4
Joist Hanger
20
S/MST60, SIMST72
Straps 118 mil (10 ga)
7
Titan HD (7HD-H, THD-HMG, THD-H4SS, 7HD-H6SS, THD-CS, THD-CSSSS)
Then HID Heavy Duty Screw Anchor for concrete and Masonry
23
LEG3, LEG5, LEG7 series hangers
Top flange hangers availaidle in widths ranging from 3-1/4" to 5-
2
HRS6� HRS8. HRS12
Strap Ties
21
SP4, SPG
Stud Plate Ties
available with hex head in carbon steel and Types 304 and 313
7M" and heights ranging from 9" to 33-112"�
3
HUCQ210-2-SDS, HUCC210-3.SDS, HU00310-SDS
Joist Hanger
22
S8P, DSP, TSP
Slud Plate Ties
stainless steel, or with countersunk head in oarpon steel arid
24
MEG5, ME07 series hangers
Top flange hangers available in wdtha ranging from 5-1/4" to 3-
4
THGB2, THGO3, THGEH2, THGBH3, THGBH4
Joist Hanger
23
STC, DTC
TrussClip
Type 316 stainless steel
7IS" and heights ranging from 9" to 32-IIZ'.
5
THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDsa
Joist Hanger
24
TaD22
Truss Brace Diagonal
8
Titen HD Rod Coupler (THD37634RC, THD50934RC)
Titan HID Threaded Rod Coupler for concrete
25
MIT series hangers
Top flange hangers available in widths ranging from 1-9116" to 5-
6
THGW3-3, THOW34, THGW4-3, THGW4-41
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger (THD525158RH, THDB3715&RH, THL)37212RH,
Titan HID Threaded Rod Hanger for concrete
1/8" and heights ranging from 9-1/4" to 24",
TH050234RH, THD10212RH)
26
PF, PFB, PFDB, PFDSB series hangers
Top flange hangers available in width of 11-�i/16" and heights
10
Wedge -All (WA)
Wedge -All Anchor for masonry
ranging from 3-3f8" to7-V8".
FL#11473-R5
FL#13904-RS
27
RR
Ridge rafter connector
28
WP series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
Seq III
Product Model, Num bar or Name
Product Dmagt&a
Sea #
Product Model. Number or Name
Product Description
FL#16230-RS
118" and heights ranging 9-114�'to 32".
1
DETAL20
Double Embedded Truss Anchor
1
CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SD,9G,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTC)M4.62-SDSG. CCTOM5.50-SDSG, CCCQlvt3.82-SDSG, CCCQM4.62-SDSG,
sea #
Product Model. Number or Name
Product Description
3
H16, H18S, H16-2, H16-2S
Hurricane Tie
GCCQM5.50-SDSG
1
AT-XP
AT-XP High -Strength Acrylic Adhesive for concrete or masonry
FL#J0860-R5
4
HETA12. HETA16, HETA20, HETA24, HETA40
Embedded Truss Anchor
2
EGGLOM3-62G-KT. ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT,
Masonry Pier Caps
2
ET -HP
ET -HP Epoxy Adhesive for masonry
5
HETAL12, HETAL16, HETAL20
Embedded Truss Anchor
ECCLLQMD4,62G-KT, ECCLLQMD5,50Q-KT, ECCLROMD3.62G-KT, ECCLROMD4.62G-
3
SET-XP
SET-XP H igh-Strength Epoxy Adhesive for masonry
Seci #
Product Model, Number or Name
Product Desx:d2Jj2a
6
HGAM10, HM9
Masonry retrofit connectors
KT, ECCLRQMD5.50G-KT
4
Strong -Bolt 2 (STB2)
Strorg-Bolt 2 Wedge Anchor for masonry
_+__0
I
ABA44. ABA44R, ABA46, ABA46R. ABA66, ABAWR
Adjustable Post Base
7
HHETA16, HHETA2C. HHETA24, HHETA40
Heavy Embedded Truss Anchor
3
HGUMi HGUM5 50, HGUM7.00, HGU M7,25, HGUM9.00
Heavy Masonry Hangers
5
Titan 2 (T7N2)
Titan 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU413, ABU46R. ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABUSS,
Adjustable Post Base
8
LGT2, _GT3-SDS2.5, LGT4-SDS3
Girder Tiedown
4
LGUM26-2, LGUM26-3, LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4, LGUM210-2,
Masonry Beam Hangers
6
Titan HD (THD-H4SS. THD-H6SS, THD-CS6SS)
Tten HID Heavy -Duty ScrevvAnclhor for conorete available in 304
ABU88R, ABU1010, ABU11010R, ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGLI LGUMi LGUM48, LGUM410
or316 stainless steelwith hex head, and 316 stainless steelwith
3
4
ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z. ABW66RZ, ABW7-7
AC4, AC4R, ACE4, AC6, AC6R, ACEO
Adjustable Post Base
Post Cap
10
11
META12, META16, METAIIS, META20, META24. META40
MS7AM24, MSTAM36, MSTOM40, Mi
Embedded Truss Anchor
Strap Tie for Masonry
5
MBHA3_12/9.25, MBHA3.12JI1.25, MBHA3_561 MBHA3.5619-25, MSHA3,5611-25,
MBHA3-66111.88, MBHAS.56114, M13HA3.56116, MBHA3.56)18; MISHAS-50R.25,
Masonry Top Flange Beam Hangers
7
Titan Turbo (TNT)
countersunk head.
Tken Turbo Scrow Anchor for concrete or masonry
5
BC4, BC45� 3C4R, BC13� BC6R, BCS, BCS2-24 BCS2-3/6
Post Cap
12
MTSM16, MTSM20, HTSM16, HTSM20
TvAst Strap for Masonry
UBHA5-50/9.25, MBHA5.50fl 1 �25, MOHA5-50/11.88. MBHA5 5T14, MeHA5.50118,
6
C1944, CB46, 0;48; CB68, CB68
Embedded Column Base
MBHA550118
cu
7
COSQ44-SDS2. CBSQ46-SDS2. CBSQ66-SD52. OBS086-SD52, CBSQ88-SDS2
Embedded Column Base
6
MBHU3.5619.25, UBHU3.56fll.25, M131-11.13.55111,155. MBHU3.56114, MSHUS,60116,
Masonry Beam Hangers
FLIIII
8
CC, ECC, ECCU Series
Bolted column caps with WI ranging from 3-14' to 9-11*Z'and
FL#11496-R5
MBHU3.56/18, MBHU5_6U9.25, M91-11-15.50111.25, MBHU5-50/11.88. MSHU5,50114,
>
W2 ranging from 3-518" to 7-1f2"
MBHU5.50116, MEHU5.50118
Sea X
Product Model, Number or Name
Product Description
0
9
CCQ-S[)S2.5; ECCQ-SDS2.5 Series
Screwed column caps with W1 ranging from 3-114" to 9-112" and
Sea #
Product Model, Nulgiber or Name
Product Description
1
X34a`1016-5K. XlS1D16, X1 91016-4K. XQ1S1DI6, XQ1 B1 016-4K
410-18 Snrcng�DriveX Metal Self -Drilling, Tapping Screws with #3
W2 ranging from 3-5f8" to 7-lf2"
1
DTTlZ
Deck Tension Tie
Drill Point
>
10
CPT44Z, CPT66Z, CPTMZ
Concealed Post Tie Base
2
H012, HDI9
Bolted Holdowns
FL#13975.RG
2
XL01 1471224, XLQ 1 14BI 224-2K
412-24 Strorig-Drive X,_ Large -Head Metal Self -Drilling, Tapping
11
EPB44A, EP844, EPB40, EPBE36
Embedded Post Base
3
HD3B, HD5B, HD713, HDOB
Bolted Holdowns
Screws with #,9 Drill Point and Large Diameter Hex Washer Head
12
EPS47
Embedded Post Base
4
HTT4. H775, H7T5-314
Tension Ties
Sect 9
Product Model, Number or Name
Product Description
s
XMQI 14SI224, XMQI 14B1 224-2K
412-24 Strong -Drive XM Medium -Head Metal SO -Drilling.
0
<
15
LCI344, LCB66
Embedded Column Base
6
LTT1@, LTT20B. LTT1311
Light Tension Ties
1
SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SOW22600, SQW226n.
Strong -Drive $DW EWP-PLY and TRUS5-PLY Screws
Tapping Screws with #5 Drill Point and Medium Diameter Hex
14
UPC4Z, LPC6Z
Light Post Cap
SDW22634
4
XQ114SI 224, XQ11481224-2.5K. X1 14S1224, XQlI 2S1224. XQ1 12131224-2K
#12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #5
15
MPB44Z, MPa867, MPB88Z
Moment Post Base
2
SDWC15450, SDWC15800
Strong -Drive SDWC TRUSS Screw
Drill Point
16
PB44. P644R, P84e. P1366, PBSOR
Embedded Post Base
FL#1 3628-R5
3
SDWH193001)6. SOWH19400[)B, SDWHID600DE, SCWH19800DB. SIDWH191000DIB
Strong-DriveSDWH TIMBER-H EX Screw
6
XU3481 01 6� XU34BI 01 6-5K
#10-16 Stro ng-Drive XU Metal Self-D riling , Tapping Screws with
17
PBS44A, PBS46. PBS65
Embedded Post Base
4
SDWH27400G. SDWH275DCG, SDWH278D0G, SDWH271CDDG, SC)WH27120OG
Strong-DriveSDWH TIMBER-HEXHDG Screw
#1 Drill Point
18
PBV61 PBvlo
Round Post Base
Secif
Product Model, Number or Name
Product Description
5
SDWS16212, SOWS16300, SDWS16312, SDWS16400
SVong-Drive SIDWS FRAMING Screw
19
FC44-15. PC46-18, PC48-16. P064-16, PC56-16. EPC44-16. EPC46-15, EPC48-15,
Post Cap
1
SB5/8x24, SB718x24, SB1x30
SB Anchor Bolts
6
SDWS19500, SDWS19712, SDWS22400,SDWS22500.SDWS22512, SDWS22600r
Stroing-Drive SDWS TIMBER Screw (Interior Grade)
0
EPC84-16� EPCSS-18
2
SSTBl 6, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI 3L, SSTB20L, SSTB24L,
SST8 Anchor Borts,
SDWS22800, SDWS22900, SOWS221000, SDWS221100; SE)WS221200, SOWS221500
FL#35320-RO
III-
20
PC4Z. PC4RZ, PCI3Z, PC5RZ, PC8Z, PC8RZ. EPC4Z, FPC4RZ, EPC5Z, EPCSRZ. EPCSZ,
post Cap
SSTB28L
7
SDWS223eoDa. SDWS22400DF1 SDWS2250008. SDWS2260ODS, SDWS22800D9,
Strong -Drive SDWS TIM13ER Screw (Exterior Grade)
n
FPC8RZ
SDWS221 OOODB
Seq #
Product Model, Number or Name
Product Description
<
21
PPB44-4Z. PPB"-6Z
Post Base
8
SDWS22312D98, SOWS22512DBB
OutdoorAccents StructuralWood Screw
I
DSSCB43.5� DS,9CB46, DSSC848, DSHS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL#i3872.R4
9
SDWS273008S, SDWS27400SS. SDWS2750OSS, SDWS2760OSS, SDWS2780OSS,
Stirong-Dirve SIDWS TIMBER SS Screw
2
FCB43.5. FCB45�5. FCB47,5, FCB49,5, FCB411.5
Bypass Framing Fixed -Clip Connector
SE)WS2710DOSS, SDWS271200SS
3
FPHSD34S1018, FPHS03431018, FPHSD34B1016-5K. FPHSD34,91214,
#lC-16 and #12-14 Strctng-Drive FPHSD Framirig-to-CFS Self -
Sect X
Product Model, Number or Name
Product Description
10
SDWV13400
StIong-Drive SDWV SOLE -TO -RIM Screw
FPHSD34B1214, FPHSD34Bl214-5K
Drilling, Tapping Screws
FL#10866-R5
I
CMi CMST14, CMSTC16, f-814, CS16, CSIS. CS20, OS22
Coiled Straps
11
STN22
Outdoor Accents Hex -Head Washer
4
LSFC2.25, LSFC4.25, LSFCO-25, SFC2.25, $FC4,25, SFC6.23
Steel Framing Con rector
2
HRS6. HRSS, HRS12, FHAS, FHA9, FHAl2, FHA118; FHA24, FHA30, M,9TI26, MST1313,
Straps 97 mil (12 9 a)
5
LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25. MSSC2.25, MSSC4.25. MSSC6.25,
Steel Stud Connectors
§ggj
Product Model. Number or Name
Product Descrintion
MST148� MSTI60, MST172, S/MST27, SIMST37, S/MST48
MSSC4.26KVV, MSSC6.25KW
1
FJA, FSA
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28. HT83C, HTS300
Heavy Tvvist Straps
FL#15363�R3
6
RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S
Rigid Knee Wall Connector
2
FRFP
Flat Retrofit Foundation Plate
4
LSTA30, LSTA30, l LST173, MSTA9, Mi MSTA15, MSTA18, MSTA21, MSTA24
Straps 43 mil (18 ga)
7
Si SCS45-5, SC15475, SCB49.5, SCS411.5, MSC845.5� MSOB47 5
Bypass Framing Slid�Clip Connector
3
GH46-6, GH46-8, G H48-6t GH48-8, GH410-6, GH410-5, GH66-0: 0 H66-8, GH68-6, CH68-
Girder Hanger
5
LSTAR LSTA12. LSTA16. LSTA18, LSTA21: LSTA24, ST202, ST2122, ST2115. ST2215
Straps 33 mill (20 ga)
Sea X
Product Model, Number or Name
Product Description
8
SCS32-5197, SCS62-5Q7. SCS62-511 18, SCS82-5II 18
Bypass Framing Connector
8, GH610-6, CH61D-8
6
LSUEH3.25, SUBH3_25, MSUSH3.25
Bridging Connector
1
AS IS. AS 1885; AS I 8S3
18 ga. Truss Plates
9
SOW3.25, SCW5_5
Head-of-Wali Slid�Cliip Connector
4
GLBbA, G1.1353, GL55C, GLB51), GLSTO� GLI3713, GI.137C, GLB7D
Glulam Bear-Ing Plate
7
LTP5
Lateral Tie Plate
2
AS 2DHS
20 ga. High Strength Truss Plate
10
SJC8.25. SJC10.25, MSJC8.25, MSJO10.25
Steel Joist Connectors
5
GLBT51 2, GBILTO12, OLST51 8, G2LT616, GLBT520, GBLTS20
Glulam Bearing Plata
8
ILTS12,LTS16,LTS16,1_117820
Light Twist Straps
3
AS-20
20 ga. Truss Plate
11
SSB3.518
Bypass Framing Slide -Clip Strut Connector
6
HGLBA. HGLBB, HGLBC. HGLBD
Heavy Glulam Bearing Plate
9
MSTA30, Mi ST6215, ST6224� ST9, ST12. ST18� ST22, MSTC28, MSTC40, MSTC52
Straps 54 mil (16 g *1)
4
ASHP
Hinge Plate Connector
12
XLSH34B1 414, XLSH78131414
#14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping
0
7
HOT-2, HOT-3, HGT.4
Heavy Girder Tiedown
10
MSTC68, MSTC78z STS236
Straps 68 mil (14 ga)
Screws
LLJ
8
LJFPIO-SD83
Universa I Foundation Plate
11
MTS12, MTSIS, MTS18, MTS20. MTS30, MTS24C, MTS30C
Medium TwistStraps
13
XalSIO1 8, X01 B101 64K, X01 S1 214, X0121214-3.5K, XQ78S1224, XQ78131 224-3K,
#10-16. #12-14. and #12-24 Stroug-Drive X Metal Self -Drilling,
9
URFP
Universe I Retrofit Foundation Plate
12
SIB1,56, S/B1,81, S1132.00, SIB2,37, S1132.56, SIB2.68, 81133,12, 51133.65, SIB3.62, S/134�06.
Top Farge Joist Hangers
FL#15730-R4
X0114S1 224� XQ1 1491224-2 5K, XQ1 12SI224, XQ1 12BI 224-2K, X3481016-5K;
Tapping Screws
SfB4.12, S113428, SIB4.75, SfB5,50
XI S1019, X1 B101 6-41<1 XlS1214, XIBI214-3,5K
13
SIBA2.1218� SfBA2.12/10, SABA2.12J12. SIBA2,12114, SlaA4.1818� SIBA4.18/10,
Top Flange Joist Hangers
Sea #
Product Model, Num ber or Name
Product Description
Z
SIBA4.18112, SIBA4,1O/14
I
ET -HP
Adhesive Anchor for concrete
Z
14
S/HlA
Hurricane Tie
2
GAC, GDP. GDPM-50, ODPM-75, GDPM-100, G DPS, GW-50, GW-75. OW-100, GTH
Gas -actuated fasteners and assemblies
15
SIHOSS, SIH081% SiHDIOS, StHDIOS, SIHD15S, SIHD1513
Holdowns
3
POPA, PDPA-K, POPA-MG, PDPA7, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners, threaded studs, and assemblies
<
16
SIHDU4, SfHDUO, SIHOUP, SIHDUIl
Holdowns
PDPAWL-MG, PSVL3, PSVL3-K, PCUDPA, PFCLDPA, PTRHAS, PTRHA4
17
SIJCT, SfHJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
March
6, 2023
PA 1.3
I I 17_ R . I I, V I,. I ii r -[I--
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MMWMIAMI-DADE XUAMI-DADECOLTNTY
I
PGT Industribes, , I nr
PGT Iridustries, Inc.
(D 0
=
PR00UCrC0N=GLSECnON
PGTIndustries.Inc.
CD_ 0
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11USSN26S"e�Rm=20
N NCE:EX CESUBMITTED
'OTICE OFACCTPT-M
NOTICE OF ACCEPTANCE: EN'IDEN
'CE SUBAMTED
-0
Dn'ARTMEN-17 OF REGULATORYANDECONONUC RESOURCES MM) Mwm Flouls 33175-2474
BOJk" AND CODE ADAMUSTRATION. DrVISION TJM,,3UY590 Ff.-796)315-2599
NOTICE 01F.ACCEPTANCE: EXIDENCE SUB3HITED
-6-0 (1)
C-) .4Z (n
NOTICE OF ACCEPT-4-NCE (N
TOA)
1. Evidence submitted under pre-dous _N_0A
D. QUALITY ASSITFLANCE
=3 Cn
A. D R -A INTI i'G SS
B. TESTS (continued)
L Miami Dade Department of Regulatory and Economic Resources TER)-
-0 0 -0
PGT Industries. Inc.
1070 Technology- Drive,
1. Nfimufacturer's die draurings and sections.
5_ Test report on 1) Air Infiltration Test, per FBC, TAS 202-594
2 -2 -=
0 EL = 0
North Venice. YL 3427.2-1
(-Vubmitted tinder ATOAX& 11-0107 04)
2) Unifonn Static Air Pressure Test- M FBC, TAS 202-94
E. M-4,TERLAL CERTIRCATIONNS
= LL
S COPE:
2- Drawing No.X[D-5570.0, titl1ed -Vinyl Sliding Glass Dom NIOA(LMY", sheets 1
3) Water Resistance Test, per FBC, TAS 202-94-
1. Notice of Acceptance No. 15-052814 issued toVision Extrusion Limited forth&
= .0
M 0 ,- Co
This NOA is beingissued under the appficablerules and replaticm gpverning the use The
through 21 of 2 1. prepared by mauu6cturer, dated I 0�`05fl 5, w ith revisioti A dated
4) Large Missile Impact Test per FBC, TAS M-94
Rigid PVC Exterior Extrusions for Windows and Doors"'. dated 08/13/15.
0 >
.(J) -0 E 0
d ocumentation submitted h as bee, n reviewed and accepte&by Miami -Da de C cunty RER -Pro duct Co ii-trol See tio n to
DW-5/17, signed and scaled by A.. Lynn Nfillei-P.E.
5) Cyclic Wind Premu-e Loadingper FBC, TAS 203-94
1�
expfi-;ng on 0-930/19.
'No.
Cn (D " a) "
-&-j C�L
be med mMami Dade Cowtv and 91hex areaswhere allowed by the Autority Hwing Jun, Wixfm (AM, .
6) Forced EnlryTest.. per FBC, TAS 202-94
2. Notice of Acceptance 16-0-20M issmaed to Vision Exinisim Limited for their -171
. Cn
2 CIO C1
-C= M -6--o
ThiSNOA shall notbe valid after the exoration date stazedbelm,. The Miami -Dade County Product Coatrol Secian
B., TESTS
along withmarhe4-up drawings and installation diagram of vinyl sliding glass door, prepared
1000 Tan 2 02 and lighter Shades (Nion-White�), Rigid PVC Exterior Extr-usions for
U) <
(InMamiDade Cou&jr),an&orthe AIU (in areas other than Miami Dade Caunry),res e rve the right tahave this
I - Teo report on 1) Uniform Static Air Pressure Test.per FBC, TAS, 2Cr2-94
byFenestrationTestingLah- Inc Test RqYM No.FTL 95549, dated ll,,U6fl5, signed and
Windows and Doors". dated 1210.8e'16, expiring on 1202M 1- CrIt
produict of material tested for quality a wmranceputposes- Tf this, product or material fails to perform in the a ccepted
I
2) Large MssilE Impact Test per FB C . TAS 2 0: 1"94
sealed by Idalmis Ortega, P. E_ 4e� f epoit f evmed on 1-7,V4115 and 022/11/1 6�
3- Notice of Acceptance No. I_"528.1_5 issued to Vision Evinision Limited for their C-4
C=
C'J
mannerAhemn cturerwillincurthee xpense of such testing and the AHImay =mediztely rev oke, mo dify, o r
3) Cyclic Wind Pressm Loading per FRC, TAS 203-94
6- Testrepoft on 1) Air Infi.11ration. Test, per FBC, TAS 202-94
-Brown Coated (Painted or Laminated) White Rigid PVC Ext"r Extrusions for .41
suspend the use of such product of material within their jurisdiction. REi reserve_§ the right to revoke, tbis
-acceptance. if it is determined bvVlfiams�Dade CountyPfoduct Control Section that this pmduct C�material fails to
along withm2rked-up drawings and installation diagram of vinyl sliding- glass door, prepared
21) Unifom Static Air Pressure Test7 per FBC� TAS 202-94
W-bidowsand Doors", dated 0&11115. expiring on 0930il9_ %--
-0
meet the requu'remeats of the applicable building code -
by Fenestration Testing Lab, Inc - Test Report No. FTL 877 17, dated 127M 7115- signed and
3) Water Resistance Test. per FBC- TAS 202-94-
4- Notice of Acceptance No- 1"712.02 issued to ENERGI Fenestration Solutions USA -
This product is. approvedas describedhezeinandhas been designed to complywith the Florida Building Code.
scaled by 1dalmis Oftega� R E_ (Test report revised on 02115[l 6 and 02.244 6)
4) Large MissAe Impact Test Per FBC, TAS 201-94
Inc. for their "TA-N3040 and Lighter Shades Rigid PVC Exterior
including the Ifigh Velocity HufficaneZaue
21 Test report on 1) Air Infiltration Test- per FBC, TAS 202-94
5) Cyclic Wind Pressxxt Loading per FBC, TAS 203-94
Extrustons for W indows and Doors- dated 091151116- expirin
- g on 0264C 1.
cll>
CC C') C-4
DrscRum, 0--N-. Series "5_470C 770 " Vinyl Sliding Gla-m Door (Reinforced) wi*o 96P & 10 corners-L-JUL
2�) Uniform, Static Air Prmize Test, per FBC. TAS _102-94
along -adthmarked-up drawings and installation diagrani of imyl sliding glass, door prepared
5. Notice of Acceptance No- 1"712.04- issued toENERGIFenestrati4an Solutions USA,
_= >e
= u-
cc -
AFPR,D,%-AL DoctmEN-T. Drawring No .,_%jD_4_s7u Rev 11, titled "Via34 Sliding Glass DoorNOA (UYP"*. -,heez
3) Water Resistance Test per FBC. DAS 202-94-
by Fenestration Testing Lab. Inc.., Test. Report No. FTL 8552, dated 1104115, signed and
Inc� for their -Bronze and Lighter Shades of Cap Coated Rigid PVC 1XtfflorL
cj
I Ch ro ugli 2 1 o f 2 1, prep are d by in amda ctu rer, date d 10,9 5115 and List revised on 02 10 V22 1, s igned =d sea ked by
4) Large Miss Impact Test per FBC. TAS 201-94
s�� by Idalmis Ortega, P.'F., (Test report. revised on 02115,016' )
Extrusions for Windows and Doors" dated 093 5116, expiring on 04116CO.
A. Lynn, Miller, P-E-. bearing the Miami -Dade CountyProduct Control ReNision stanip -with the Notice of
5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94
7. Test report on. 1) Uniform Static, Air Pressure Test_ per FBC, TAS 202-94
6- Notice of Acceptance No- 16-0712.03 issued to ENERGIFenestrationSolutions USA,
"YNThite
cD ,
Acceptancenumberandex*ation dise by the Mamii-Dade Cot� Product Control Sectioa
6) Forced Entry Test, per FBC, TAS 202-94
2) Large Afissde Impact Te-q per FBC, -T.AS,201-94
Inc- for their Rigid PVC Exterior Eitrusions for Windows, and Doors" dated
cu
Nlissnx 1_kiP.AcTRATLNG- Large and Smalllkfissfle lm.pactRfsistant
along with marked -up drawings and iwAallatim diagram of Anyl sliding glass. door, prepaied
3) Cyclic Wind Piesa-we Loading per FBC, TAS 203-94
0811017, expiring on 02,28118-
Linfitations-
byFenestrationTesting Laklm., Test Re port No. FTL 8546- dated llYV&15_ signed and
along xvi th marked -up drawings and inst2flat ion d i agrant of vinyl. sliding glAs s d ocrr, prepared
7- Teg reports No(s). l0-W2-7"2, A), l&40&M0527_ 535753-09- per ASTIVIE-84,
�;,
L See table 1 (sheet27) and table 2 (sheet�) f br applicable SGD unif sizes, de-4gn pfessures, reinfurcementstypes7
sealed by Idahnis, Ortega, R E� (Test report revised on 01 -104/16 and 01M 112016)
by Fenestration Testing Lab- Inc. - Test Report No. FTL 6638 (swpplm A-1 thru A-22), dated
ASTNID 1929 and ASDO-635. issued by EXOVA toVision Extnmon for cellulosic
glasstypes, sillriser(see tablesB-1 & B-Isheetr.71-9) alad anchor layout sbeets requirements in 11 thru 16.
Test report on 1).4ir Infiltration Test, per FBC_ TAS 202-94
1 l,"1-0!10- signed and sealed by Jorge A- Canso, P_ E_ fSubinfited underJY0_4A1o..11-
composite materi.A_
21. Rigid White FVC-, Tan (Non_wbite) Rigid PVC and Brown ccoted (Painted orlainin ted) white Ripd n1C to be
2) Uniform, Static Ak Piessuve Testz per FBC-TAS 202-04
9197 04)
(Sub m ifted tin der X0.4 A-& 11-010 /7 04)
labeled perteferenced NLOA'ssrequiremmts.
3) Water Re&tstance Testz per FBC, TAS 202-94
8 Test report on 1) Air Infiltration Test- per FBC_ TAS 202-94
8- Notice ofAcceptance No- 14-0916.11 imied to Kuraray America., Inc. for th e'
3. Egress operabk-doors must comply with min c lear width or hei�ght per FBC requiremeat as applicable.
4) Large Nfissile.Imp;ad Testper FBC_ TAS 201-94,
2) UnifGna Static Air Pressure Test. per FBC, TAS 2022-54
Seutry-Glasll' (Clear and White) Interlaveil- - i on 0 7/04.1118.
VqM111g
4� Pocket walls under sepame approvaL to be revi-eumdby, Building official
5) Cyclic WindPressure Load ingr per F]3C_ TAS 2,03-94
3) Water Resistance Test. per FBC. TAS 20.21-94�
, f.
9. Notircof.AcceptanceNc.16-111'7 01 issued toKurarayAmerica, Inc-fortheir
LA-BELING - Each unit shall bear a peimment label with the manufacturers name or log-o city, state and wries and
6) Forced Entry Test, per FBC, TAS 202-94
4) Large Missile InVact Test per TB C, TA S, 201-94
'Trasifell- 11traclear. Clear and Color PN�B Interlayers", expiring on 07/08/1.9.
followikg statement- 'Miami -Dade County Product noted herein-
gong with marked -up drawings and instAlla tion, diagram of viny-Isliding, gUss d oar, prepared
5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94
R-17ST WAL of this _N0,1 shall, be considere d a fler a reneu-A app li ca tion h as be en file d and th ere h im, b e en no
by Fenestration Testing Lab, Inc._'T0st Report No - FTL W47- dated IV04/15� signed and
6) Forced Entry Tesq. per FBC-, TAS202-94
F. STATIB-H-INTS
chan pe in the applicable buil ding co de negati've ly affee tim- the performance o f this product
sealed by Idalmis Ortega, P. E� (I7est report fm -ised on 0245,16)
along with. marked -up -drawings and installation diagram of vinyl sliding glass door.. prepared
I - Statement letter ofconfonnance with FB C-5* Edition (2014) and FB C-6m Edition
TERAM�ATION ofthis NOAwin oc cir after the expira tiou date or if thele has been a re-.,isimor changle in the
4- Test report on, 1) Airhfilftation T69, per FBC, TAS 2(2-94
by Fenestration Testing Lab, Inc-, Test Report No__FTL 6337 �saniples A- I thru A-5).. dated
(2017), issued by manufacturer. dated 09,114A7, signed & sealed by Lynn Mller, P1,_
material-., use. an&ormacufactue ofthe product orprocess. Misuse ofthis NOA as aneudorsmnent of anyproduct,
2) Undonn Static Air Pms� Test, per FBC_ TAS 202 -94
12.106,10. signed and sealed try Jorge A_ Cam, P. E_ (!�rtbmiffed underN-0-4 No. 11-
2- Statement lettef ofno fmancialinterest, dated 64,118/17. issued bymanufacturer, signed
forsales, a&?erhsmg cm any otherpuiposesshall automatic ally.teiminate this NOA_ Failure to comply -with any
3) Water Resistance Test., per FB C-, TAS 202-94
010 .9, OR)
& SC21ed by Lynn Miller- P.E_
section of this NOAJlall be cause:fortemminadoii andremo-oaloMA-
4) Imp Missile Impad Test per FBC, TAS 201-94
3- Letterof lab compliance, part of the above test reports.
tDIT-RTISEME
XT: The NOAnumbet piecededby the words 2Vfianu_Da&- County. Florida, and followed bythe
-5) Cyclic Wind Pressure Loading perFBC, TAS 203-94
C. CALCILTILATIONS
4. REK Test Proposal No. 17-0387, dated 05/0517. simied by Ishaq Chanda, P.E.
-
expiration date way be displayed in a&wtising Werature-, If anyportion of the NOAis displKyed, th en it sh a 11 be
6) Forced Eutry Test, per FBC.. TAS 202-94
L Anchor verification cak-ulations and. smctural analysis, cotnplyW with FBC-2014,
done in. i ts entiretv-
along withmarked-up drawmgsand installation diagram of-vmyl sliding glass door, prepared
prepared by PGT_ dated 12109-15and last rmised on 0111 S116, signed and scaled by
G. OTHER
LNSPECTIONN. A copy of this entilreNOA siballbe - vided to the us -or by1he maurdactuze-ror its distributINs and
pro
y Fenestration Testing Lab, Inc., Test Report No. Fn 85,48, dated 1210411.5- signed and
AnthonyL. Nfiller- RE. (SnbmkfeW zinder 2VOA Ne. 15_121 0. 01),.
L Notice of Acceptance No. 15-12714,01, issued to PGT Industries� fortheir Series
shall be avail -able faf inspection at thejob site, at the request. of tbe Build* Official.
sealed by Idalmis Ortega, P. E.- (Test report revised on. 0 1,04A6 and 02A 1116).
2, GlAzing,complieswith ASTNIE-13.00-09- '
"5 5 7 012177 0" V iny I Sliding Glays Door (Re W f orc ed) - LAM' mpm on 04/14121
g
This NOA revises & renevm- NNOA#20-0429.05 a -ad consists of tfiispapE� I and evidence pages E- 1- E-2 - E-11 E-4�
I
01)
E -5 & F_ 6 as well as appro,.-al document mentionedabn-e-
The m*dmtted docunwntaticn was mde%ed by Isbaq L Clhanda, PJE.
hhaq L Ch-,mda, ?Z
U2 q I (ImmAn. P.E�
1shaq-LChaada,PX,
Product Control U-mit Super -visor
Product contrGI rnit Supervisor
Product Contra] UnitSuper-risor
A-70ANO., 21-6205.03
INOA lxo. 2 1-0 2 0 5. 0 1
INIOA No. 21_420SA3
21-0205M
ExpirationDatet Apri1l4t!0!6
Expiradou Datet ApH114,2026
ExpirationDaret Aprill.4.2026
ExpirationDatec April 14,2026
Approval Date- Ma reh 2-S, 2021
Approval R3te. X-March 25, 2011
Approval Nte. Afarck 15', 1021
-Apprara I Date, ANrch 26, 2011
Page I
1E -1
E-2
__J
rGT Industries. Inc.
C GI Wmdows and Doors, Inc.
PGT Industrief- Inc.
NOTICE OF ACCEPTANCE: EVIDEXCESUB-M[TTED
NOTI CE OF A C CE PTANC E - EVIDENCE SUBAUTTED
NOTICE OF ACCEPTA'INCE: EVIDE-INCE SUB 3MTED
2. ETIdence Submitted under previous submittal
E. NLkTM41 CERTIFICATIONS (continue)
3. New EAidence Submkted
5. Quanex Part Suv*r Si)acer Standard complying with. ASTM C518 Thermal Conductivity
A. DRAN174G.S
0-991, BT`Uin/ hr.-fF-F,, AS11f F 1249)XVM-Pass, ASTM D3985'0vfgenPass, ASIM E
A. DRAWINGS
1. Drawing No. A-M-55 70.0 Rer B, titled "Vinyl Sliding GUss Door NOA W-, sheets
2190 I.G_ Durabilitv-NoTog-Pass- (Subm Ned tinder predorts A10A.Mo. 15-0409.05)
L Drawing NoANEI)-5-570A Rtw B_ titled "Vinyl Sliding,Glass DoorNOA sheets I
I through 21 of'-) 1, prepared by n1waifacturer, dated I 0;D51l 5 and laq revised on,
tbwugh, 21 of 21, prepared by matufacturm dated 10,Q5,'l 5 and, last revised on 02,'01,;21-
04,22n20, s�igned and sealed by A- Lynn Miller, P]E_
6� Quanex Part Durase complying with ASTM C518 Therina.1 Conducti-kity 2-22 BTU-mi
s�gned and sealed by A- Lynn Millff, P_E_
hr_fF-'T, ASTNI F 1249 UIVIR-Pass, ASfM D 1434 Argon Pernieance-Pas& ASTNI E
Note This revision consists replacement of same existing installation screw with flat head-
B. TESTS
2189 I_G_ Dunbility-No Fog, ASIM F 546 Dew Point Devek4mxst -201F in 48 hrs.
1. Test reports on7 1) AkInfiltrationTest, per FBC. TAS 202-94
(S-ribm irkd under A`0_4 Xa. 15-046_4.05)�
2) Uniform Staliz Air Press= Test, Loading per FBC, TAS 202-94
7- Vision Extrusions- Ltd- Parts romplyingr with PVC-AANIA 303-13, Vohintaiy Specification
B� TESTS
3) Water Resistance Test, per FBC, TAS 202-94
for Rigid Polyvinyl Cl&nde (PVC) Extenor Profiles for Vmon Exftwions, Ltd.-VEX-1 'by
1. None.
4) Large MisaileInipact Test per FBC, TAS 201-94
AA.MAFenestntionExtenorProfdeCtrtdtmtwnPwgram. (SubmJvedunder.,N'04JYo 15�
.5) Cyclic Wind Piessure. Load ing per FBC, TAS 203 -94
0409.05)
C CALCUILATIO.N-S
a] �, with marked -up drawings and inst�allafiondiagram of all PGT Iudustries, Inc.
8- V ision Extrwioug, L t d � P arts complying with PVC AAMA 30 3 -13
L None -
-6-0
representative units listed below and tested to qualify Dowsil 791 and Dowsfl. 983 silicones,
(.30my-iWed nnder A'0_4 No. 15-0-409. 05)
(1)
pf epared by Fenestration Testing Laboratory, -, Inc... Test Rtports No.:
9- PVC-AAMA 303-13 , Voluntaty Specification for Rigid M� vinyl Chlorid e (PVC) Exterior
D,. QVII ALIT17 A S SILT K-1 N C E
(1)
FTL-7 897, PGT P-%75520 PVC Fixrd Window (unk 6 in proposal), dated W'0314
Profiles for VL-szim ExtMS0nS Ltd--VEX-1 by C4MA Fenestration ExtericT Profile
1. Miann-Dade Dqm1ment of Regulatory and EconomicResources (RER).
U)
FTL-20-2107.1, PGT SGD780 Ahmiimm Sliding Glass Door (unit 7 in proposal) FIL-20-
certification Program.
2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20-
10. Notice of Acceptance No- 19-1217 .14 issued to Energi Fenestra- tim Solutim USA, Inc- for
"ran
E 'ILXTERIIAL CERTIFICATIONS
21077.3, PGTPW, 7620.4, Alluminum Fixed 'Vindow (unit 9 in pmposal) and IFTL-20-2107.4-
their 30-40 & light shade (non -white) White Rigid PVC Exterior Extrusions for
L Notice� of Acceptance No� 19-0305.02 issued to Kuraray -America, Inc. for their
PGT P'%17620A Alunfam fixed Window (mid 10 in prcWsal) dated 07/13,Q10. all signed
Windows and Doors'". e246iag on 02,104.121.
"Trosifolt Ultradear, Clear, and Color PVB Gl[ass. Interlayers7 exp=g on OTM24-
0
and scaled by Idalmis Ortega. P-E.
11- Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA- Inc, for
2- Notice of Acceptance No. 17-4080&02 issued to Kuraray America, I�c-. for their
L_
their -Se=- s "White Rigid PVC Exterior L xtiligions for Windows and,DoarsT. expfiiug on
"SentnGlast (Clear and'"lite) Glass Interlavers"_ uqwng on 07AQ4;1_3_
>
0-
C. CALCULATIONS
1. Awl= verification calculations and structural analysis, compbW FBC 71b
02, ".) 02 3.
3- Notice. of Aa-eptance No- 19-1106.10 issuedtoVision Extrusions Limited for their "Brown,
0
CDL
<
with
12_ Notice of Acceptance No. 2"210-1.03. issued to Energi Fenestration Soh'Ain- USA, Inc for
Coated, (Painted or Laminated) W�hite Rigid PVC Exterior Extrusions for INIndows
Edition, (2020)., dated 04-122L702 prepaird by manufacturer- signed mid, sealed by
their -Bronz# & liglit shade cap coated White Rigid PVC ExtMor Extrusions for
and Doors" expiring cm 09!30!2
K
-6-0
Anthow.- Lynn Miller, P_E_
Windows and Doors-- e.Vffing cc 04,116125-
4- Notice of -Acceptance N o- 18-1106,11 issued toVis� Extrusions Limited for thor series
0
=3
Glazi!np complies with AST-ME1300 -0-4 -09, -12 and 46.
"XT 1000 Tan 202 and lighter shades (Non-Allifte) Rigid Cellular PVC Extt-rior
_0
D. QU, ALIT17 AS ST-T&NNN C E
F. STATEMENTS
Eurusions forWindows and'Doors7_ oq)ifing on 11`_10,21.
0
Nliami-D-ade Department of Regulatoiy and Economic Resources (RER),
1. Statement letter of conformance to FBC 76, Edition (2020), dated 04,22120. issued by
manufactiAw. signed and sealed by Anthony, Lynn Miller, P_E_
F. ST-ATF-AIENTS
E� A-LITERLAL CERTMCNTIONNS
2. statement letter of no financial interest and of independent, issued by maraffacturer. dated
L Statement letter of conformance to FBC 711 Edition (2020), dated 02A)I.,"21. issued by
I- Notice of Acceptance No. 19-030-5.02 issued to Kurar. y America, Inc. for their
k, -
04/1 &20, signed and sealed by. AnthonyLym Miller, P.E�
manufacturu, signed and scaled by Anthony Lynn Minff� P_E_
C/)
"Trostfolt Ulnuck-ar, Clear. and. Color PN-B Glass Interlayers7- expiring on
3. Private Labeling Agreement document between PGT. dated 033WIS and sqned by all
2_ Private Labeling Agreement dated 01�0&021 between PGT Industries. Inc. and CGI
DrM&,24.
involved parties.
Wndows and Doars Inc., signed by Dean.Nt Rua&, P-E.- V2. FAglneffmg, on bdiff of
rav America. Inc. for their
Notice of Acceptance No- 174W8.01. issued to Kura .
"S#nttT,
both omv=ies.
<
GlaNt (Clein and ffl*e) Glass Intertavers", expiring on 07/04;23.
G. OTBERS
3. Notice'of Acceptance No- 18-1106.10 issued to Vision Extrusions Linuked for their
-'Brown '"lite
1. TNs; NOA. revises NOA# 17-0420.06(nTwACGI) and updates toFBC20-70 (71Edition)_
G. OTHERS
0-
Coated (Painted or Laminated) Rigid PVC E xtedor Extrusions
e-xpmng 04/21,21-
L This NOA revises & renews NNIOA-4-10-0429.05, (PLA WCGD, upiring 04114,126�
f(w Windows and Doors"- expiring on 09/30;24.
21 RE R Test proposals 919-1155 dated 01110)20 approved by Ishaq L Chanda- P-E. fnxpiring
2. The current associated PLA C GI file #2 1-0 2 05. 0 1- expiring 04Y 1412 6.
M
4. Notice of Acceptance No. 18-11016.11 issued to Vision Extrusims Limited for their
04il4!21_
series "VE 1600 Tan 202 and fighter shades (N-o"Ine) Rigid Cellular PVC
UJ
2
Exterior Extrusions forN'ludows and Doors". expiring on 12j29f?2l_ I f ) -� / �
ot J",
7
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�ol
UhAq L Chandn. P�E.
Ishaq I Chanda. P1.
Z
I*aq 1, C-ha&da.. PE
Product Control Unft Supenisor
1.1-ONS-13
Product t�ofttrd Unk SuperyLmr
z
Product Com&A Unit Supervisor
X0A.'_No,
'INTOA INO. zi-O!05.03
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TNOA NT-0. 21-BUFA3
Expiration Rate: ApA1114,2016
Expiration Date� April 14,2 016
E,Xpira,d@oLDat,-. April 1.4, 2.026
App rovAl Da tt. March 26, 2421
ApprevalDace'�Xfarch 2AIM1
ApprovAl D24. Alarch 25" 220 21
1 -5
�E -6
SHEET
NO.
March 6, 2023
PA 10
F q i -1 J ! I I I 1 1 L _F_1' 1 T_J 1 1. 1 1 1 1 1, k4, Ad 111 ,k , ,. L I hik , 1 1 , I � d 11 . I I I : L I �1.1 1 ; IN M I 1 11 1 ; I I I
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MIAMI- MIAXI-DADE COUNTY
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CDL 0
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Emo PRODUCT CONTROL SECTION
Cast -Crete USA, LLC
Cast -Crete USA, LLC
Cast -Crete USA LLC
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(1) -0
co
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strect,.Room 208
, (1)
BOARD AND CODE ADMINISTRATION DIVISION Miarni, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
0)0 -1--. U)
C = Co —cu
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govIeconomy
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
Cn
(1) -0 0 -0 -0
= 0
Cast -Crete USA, LLC
6324 County Road 579
A. DRAWINGS
A. DRAWINGS
A. DRAWINGS
C5_
LL.
Seffner, Florida 33584
1. Drawing No. FD4612, tilled "Precast 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, titled 'Precast and Prestressed Lintel Details", sheet I of
C= .0
co -0-0
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled
1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 6 11 & 12"
0 %,.-
co 0 >
SCOPE:
"Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by
LT4612, titled "Cast -Crete 4 ", 6 " & 12 " Lintel Safe Load Tables" sheets I
Lintel We Load Tables", sheets I through 3 qf3, last revision dated 06112114, all
E 0
a) S_
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., datedMarch 24, 2003, last revision #1 dated April 28, 2003 both
through 3 oj'3, prepared by Craig Parrina, P.E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P, E., on 08119114.
Cn CDL
Cn Co
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by CraigParrino, P. E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on
40
co
U)
Section to be used in Miami.Dade County and other areas where allowed by the Authority Having Jurisdiction
B. TESTS
March 2Z 2012,
B. TESTS
(AHJ).
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels 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 Mode Is, to i al of (13) concrete lintel sp ecim e ns, per A STM E- 52 9- 94, prepared
Mone.
C. CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
�y Ap
, plied Research Laboratories, Report No. 30404A, dated 04110103, signedand
I .
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. Hanion, RE.
C. CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. C%12
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
1. None.
C-1
9
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C. CALC1,TLATIONS
D. QUALITY ASSURANCE
this acceptance, if it is determined by Miami -Dade County Product ContTol. Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig
D. QUALITY ASSURANCE
1. By Mianii-Dade County Department of Regulato?�v and Economic Resources (RER). r
WJ
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed by Craig Parrino, P.E.
L By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs.
2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
E. MATERIAL CERTIFICATIONS
C14
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
1. None.
Zone of the Florida Building Code.
L None.
Ln
in
C=
C11A
C=
DESCRIPTION: (Cast -Crete) 4", 611 & 1211 High Strength Precast and Prestressed Concrete Lintels
D. MATERIAL CERTIFICATION-
(n
F. OTHER
C14
APPROVAL DOCUM]ENT. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
1. Quality S�slem Manualfior Cast -Crete Machine Made Precast Lintels revised on May 1,
F. OTHER
1. Letter from Casi-Crete USA, Inc., dated 0811912014, signed and sealed by Craig
z
prepared by Craig Parrino, PX., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 61, & 12"
2002.
1. Letter from Cast -Crete Corporation, dated Februaq 03, 201Z signed and sealed
Parrino, RE, 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
2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010
flbear -the
revision dated June 12. 2014, all signed and sealed by Craig Panino, P.E., on January 22, 2019 a in
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 SmaH 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 manufacturer's name or logo and the Miami -Dade
prepared by Craig Parrino, RE., dated March 24, 2003 and DrawingXo. LT4612, titled
L None.
B. TESTS
"Cast -Crete 4 ", 61' & 12 " Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by
1. None,
County logo.
Craig Parrino, RE, datedMarch 24, 2003, Iasi revision dated March 11, 2008.
B. TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
L None.
C. CALCULATIONS
change in the applicable building code negatively affecting the performan, ce of this product.
B. TESTS
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
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER).
product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with
Z,
1. None,
mi
any section of this NOA shall be cause for termination and removal of NOA.
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 ofRegulatory 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 thejob site at the request of the Building Official.
L 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, E-4 and
1,
E-5 as well as approval document mentioned above,
�X
Malkar, P.E., M.S.
�;Melrny A. Makar, P.E., M.S.
4��fielrny A. Makar, P.E., M.S.
The submitted documentation was reviewed by Helmy A. MaUr, P.E., M.S.
#C_3
,1�t�irny'A.
Pr4uct Control Section Supervisor
NOA No. 20-0630.15
Control Section Supervisor
NOA No. 20-0630.15
Product Control Section Supervisor
NOA No. 20-0630.15
MIAMMADE COUNTY
NOA No. 20-0630.15
K / Expiration Date: 09/11/2023
�Fjuyawuujj
Expiration Date: 09/11/2023
Expiration Date: 09/1112023
Expiration Date: 09/11/2023
0S A4 ) to 7 0 Approval Date: 08/20/2020
Approval Date: 08/20/2020
E-1
Approval Date: 08/20/2020
E-2
Approval Date: 08/20/2020
Page I
E-3
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
1. None.
1. Xo n e.
B. TESTS
B TESTS
1. None.
I . None.
C. CALCULATIONS
C. CALCULATIONS
I . None.
I . None.
D. QUALITY ASSURANCE
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatoty and Economic Resources (RER).
L ByViami-Dade County Department ofRegulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
E. MATERIAL CERTIFICATIONS
1. None.
1. Alone.
(3)
F. OTHER
F. OTHER
I. 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
>
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
CL
LT4i512, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1
0
<
through 3 qf 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on
January 22, 2019.
B. TESTS
0
1. None.
C. CALCULATIONS
1. None.
Cl)
D. QUALITY ASSURANCE
M
00
1. By Miami -Dade County Department of Regulatory and Economic Resources (PER).
E. MATERJAL CERTIFICATIONS
<
1. None.
F. OTHER
1. Article of Conversionfor a name change.
co
LIJ
Makar, P.E., M.&
Heliny A. Makar, P.E., M.S.
<
(�>Reliny A.
0"
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Expiration Date: 09/11/2023
<
Approval Date- 08/20/2020
Approval Date. 08/20/2020
_J
E-4
E-5
IL
SHEET
NO.
March 6, 2023
PA 1.5
/T10 --IEC0 Im
TILLIT TESTING III ENGINEERING COMPANY
__ _
_1AFAT.T'RRA.T1LLfr.JR,,P.E, -_
I 0�'Iat','C"
'4"'r
A I A LII- N,,- 0006719
PRODUCT EYALLUATION REPORT
REPORT NO.: 20-0728.01
DATE: July 28, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY; Storm Panels
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
MANUFACTURER: Global PW%QtLQ��
4800 S.W. 61 Street
Davie, Florjda33314
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rull* Chapter No,
61 G20-3, Method I D of the Florida Department of Business and
Professional Regulation.
This product is being Issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose Intended
at least equivaleritto that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect Its limitations and conditions
2. EVIDENCE SUBMITTEP:
2.1. PRODUCT EVALUATON-00CUMENT-CF.E.D -
L
Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part
Evaluation Report, 00,11sq,"
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1-5� -,-. 40moN .,,<,, 0
6355 N,W 36th Street, Suite:305, Miami, Florida,13166 - Phore: (305) 871-1530 111Q10S* ....... ... *,�� .
P�� X
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-
2
2.2. TEST -REPORTS:
Large missile impact and fatigue load tests were performed under Protocols TAS
201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
Testing, Inc., Reports # 96-509 dated 08109/1996, #96-570 dated 0911811996,
#96-T30 dated OW2011996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
* 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
0219.01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada,
P.E. and Henry Hattem, P.E.
Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
signed and sealed by Frank Grate, P-E.
2-3-STRUCTURAL ENGINEERING CALCMLAIV
. ft$_
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs.clesign wind load and panel
length based on rational and comparative analysis, and in accordance with
section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
dated 11103108 and 03112/i 5, signed and sealed by Walter A. Tillit, Jr., P� E.
I MISSI E-IMPACIRES15TANCE:
Large missile Impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol.
4. -WIN D L OA D S M -=
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15,
16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
14, 15, 17, 18, 1% 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
drawing No. 20-176.
5. I NITALLATI-OW
Installation shat be performed strictly in accordance with details indicated on
sheets 3 thru 7, 1 0 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document
(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
(P.E.D.), drawing No. 20-176,
I,I0%wflIIINJI
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I
GWERAL N e Z) W CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SCARDS K 11,3UND ON T411
&" MR 20 GAM-glu"Gam"an-miliLm" ��XISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PARELSr
I STORM PANEL SHOWN ON ING PROGLICT EVALUATION DOCUMENT (P CO ; IMS BEEN VERIFIED FOR CWPUANrF �N ANCHORAGE SHAlt at AS MENTIONED IN SI AND IN 6.2)�
ACCORDANCE WITH THE 2020 (70, EDITION) OF �E FLORIDA BUILDING CODE FTC) ]11_IXShQ_W=D _iw"?Sgap�l W_�,�.�D�11
DESIGN WIND LOADS $PALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, - 1/4-0 TAINICIN ANCHORS, AS MANUFACTURED BY 17W. OUILDEX, IUC
FOR A WIND SPEED AS REOUIRED BY THE ,UR$SDWMN "ERE THESE SHUTTERS Wk� BE INSTALLED AND - #14-10 INELMATE FEMALE 10 AND PANFLMATE PLUS ANCHOR6. AS MANUFACTURED, BY EIOG CONSTRUC"MN PRODUCTS
FOR A DMECTONALITY FACTOR Kd-t.05. USING ASCE 7-15 AND SKA11 NOT EXCEED THE MAXIMUM (AS 0 I - 1/4'0 LAI; SCREWS PER N D_S�
DESIGN PRESSURE RATINGS INDICATED OR SHEETS 7 THRV 12- 14� 15� 16, to & 20 - 1/16'- - -5/8' *000 BUSHING. A5 DISTRIBUTED MY ALL POINT SCREW, DOLT * IPEVALT� M.
IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADI DMINVINED PO4 ASCE 7-16 C ,� MINIMUM THREADED PENETRATION INTO WOOD ,x TAPCOU ANCHORS SHALL OF I 1/2� ARE; 2- FOR ELCO PANOMOOE PLIJS
SHALL RE FIRST RETA)CED TO A.SZ DESIGN VAND LOADS BY MILL TIPLYING 7HEM By 0 6 IN ORDER TO
AND PANEIMALE FEMALE ID,
COMPARE THESE W/ MAI (A�SD� DESIGN PRESSURE RAPIRCS INDICATED ON SHEETS 7 THRU ,,, 14� 15, ba� Is & 20
If' ORDER 30 VERIFY THAT, ANCHORS � THIS P E,o C,2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO NE WOOD FRAME UNIT SHALL BE 1 1/2' NO IN FADED
AS TESTED "E NOT OVER SIRESSED, A ,33X INCRIUSt. IN ALLOWABLE POREHIA11ON INTO STUCCO 12KALL BE CONSIDERED AS PART OF IHE ACQUIRED THREADED PENETRATION
STRCSS FOR ONG LOADS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
I
Al-CORDANCE V 1". N.OS. 2018. C 3) MINIMUM EDGE 015TAKE OF LAC SCREW-1. INIO WOOD SHALL BE AS INDICATED IN TH* DRAVANC
STORM, PANEL'S ACEOUAGY FOR I-AFACT AND WIND RESISTANCE HAS BEEN VIETNAM IN ACCORDANCE WITH SECTION IQG Of
THE ABOVE MEARIONED, CODE AS PER HURRICANE CRIGINEETKIM; A TESTINa INC REPORTS W-tifig. 96$," & 05-7`Io AND C, 4) MINIMUM PENETRATION OF WOOD BUSH" SHALL BY 5/8� 1/4* #-20 $CREWS USED SHAU ME 1 $/2� LONG MINIMUM
-
IE "ON TESTING LAB INC. REPORTS 12032 & 02126 � 45 PROTOCOLS TAS-201, TAS-202 AND TAS-205 SHOULD 5HUCCO EXIST AND I� MINIMUM FOR WALLS WITH NO SIUCCO,
WST'j"
AS WELL AN AMERICAN IEST LAS Of SOUTH FLORIDA REPORT IM 9.01-09, AS PER IAS 201, TA-S 207 AND
I
TAS 203 STANDARDS. C 5) IN CASE THAI PRECAST SFUNE� OR PRECAST CONCRETE PANELS, STUCCO OR WOOD WARDS BE FOKIND ON THE EXISTING
�4 �1 AWLANUM EXTRUSIONS ?O OC 5063-16 ALLW AND 111APES. (UNLESS OTHERWISE NOTED), SEE SHEET 2 WALL, ANCHORS SHALL ME LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH RMELS
ANCHORACE SHALL BE AS MENNONED IN CAJ, C,;IJ A, C �)
I
, PILL ALUV!NUM SHEET METAL USED AT CLOSURES SHALL RAVE MD-5-H14 ALLOY (01 ANCHORS SRAL, ME TWAuXD FOLLOWING ALI or IHE REcomm"IDATTeNIS AND SPECRfC�AUONT, of INC ANCHOR'S MANUFAC7UP.,CR
- ALL MILL SHEET METAL PANELS SHALL HME STRUCTURAL QUALITY STEEL, ASTI A-65� GRADE 50 M,NTMUAI� 4-W 6 PAKR5 MAY 0150 SE INSTALLED HORIZONTALLY FOLLOWING HSTALUATKIN DETAILS SHOM W SFCFON 3 THROUGH, 10 (SHEETS 4
GkVANVED STEEL DESIGNATION Wry- CIL5 Lul (AFTER ROULD�
0HIROUGH 6) VACEPT THAT HEADERS C,J & 0 SFAAL� NOT BE USED
1, A1.1, SCUVW� TO OF STAINLESS STEEL 30- OR J16 NT, SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
FAN 50018 W1 50 �i YIELD STRENGTH AND 90 kii TENSILE STREUG71H & SHALL COMPLY W/ FLORIDA BUILDING CoGf- 9 IT StMIL BE THE RESPONSIEFUTY OF THE Co"flocrOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ME
SECTION 2A I 1 3 .5 4, ATTACHED TO NSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, SLOCK OR WOW FRAME
MU,tIONGS, *-
I BOLTS 710' BE AI-M A-JO? OALVANIZED EVEEL. OR AFSI 30, SMES SIkKES5 STFri WITH ,W HIII ONIMUNI YELD
STRENGTH IQ, EACN REGULAR STORM PANEL WITH LENGTW, MR EF-S 7 RGUG4 12''� AS PER SECTIONS 6� a. 9 & To . t 0
,H AN ALIERINVOTIF, W,
- ANCHFIRS TO WALL SHALL BE AS FOLLOWS SW & I ON ON SHEETS tI 6 & 12 RESPECTNEILY�. SHALL HAVE A LEGIBLE AND READILY VISIBLE MARION'. INSTRUCTING OWNER ON
TEKIOr TO SECURE PANELS "T4 APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARNINc
(A) IQ _l�GjTT14_PZ&W SV4WE I I IHE INETAUARON CONTRACIPIR IS IQ $EAL/CAULK NI. SH[UrTER COMPONEW FOGES WHICH REMAIN IN CONTINUOUS tO,tACJ MTP
i/A'O TAPCON I
ANCHORS AS MANUFACTURED HT I W BUILDF.),, INC. Hh, C,3192 p s,i) THE BUILDING TO PREV17FIT WIND/WN WITRUSIC14
- ,
- /4' 0 - 7/8' CAL, -01 ANCHORS, AS MANUFACTURED BY DCAALT INC (MIN. f*C-300C p,)
I/`O .0 � ,/-' sGUO-SET ANCHORS, AS DISTRIBUTED EIT ALL PIANT SCREW, DOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATIGN SHALL COMPLY OTIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONINU REGULATIONS
IM'� ,._3010 , ") PROVIDED My THE JURSDICITON WHEK PEROA41 IS APPLIED TO
- #14-10 ANUELMATE PfMALE to & PAKEIMATE PLUS ANCHORS. AS MANUFACTURED BY DUCT CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT CvALUATION DOCUMENT (FI,ED) PREPARED By Nis ENGINEER IS GENERIC ANO DOES NOT PROVIDE INTERMAIKIN
?',-3350
ITURN, P-I
- , ,`4'0 C � TAP -GRIP ANCIHORS, AS MANUFACTURED By -,RV-FAV CORPORATION (f't-3600 ,.) VCR A SITE SPECIOC PROJECT, I- WIERE THE IIIIE CONDITIONS DEVIATE rR.GM THE PE-C
A 1) MINIMUM EMBEDMENT OF TAPICON ANCOORS INTO POURED CONCR17E SHAL� 0L H,I CONTRAC70R M BE RESPONSIBLE FOR ,HE -ALECTION, PURCHASE AND T"MIX-LA71ION INCLOC4K LIFE SAFETY OF THIS PROULCT
1 �/4�1 2� WIR PARELMATIE FFMAE DA,SED ON 71KIS5 PM PROVIDED HE/SH- DOES RUT DEVIATE FROM THE CONDITIONS DCLAREI) 04 THIS DOCUMENT
0 AND PANEMALHE PLU� ARE I 1/4" FOR V TAP -GRIP ANCHORS. CONSTRUCTION SAFM AT SITE 'IS THE CONTRACTOR'S RESPONS431TITY
A- 7) CALX-IN & SOUD-SE, ANCHORS 514OLI a EMBEDDED 7/8* INTO THE POURED CONCRETE No EMBEDMENT INTO it) ING PRODUCT EVALUATION DOCUMENT WILL ME CONSWERED INVALiO IF WOOED,
SP4CCQ S�KL BE PERMITTED 114- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM S14OULD S-lUcco EFIST,
Air, I- MINIMUM FOR WALLS WrTH NO 1I AND RA,, -BE HEADED SCRITWS OR - THREADED SCREW$ W/O HEAD, kd) SITE SPECIFIC PRELECTS SHALL BE PREPARED MY A FLORIDA RECIS'TERED ENGINEER OR ARCHITECT WHICH WILL BECOVE THE
FILL, MIN WING NUTS ENCINEER OF RECORD (LOIR) TOP ISE PROJECT AND '" WILL RE RESPONSIOU FOR THE
PROPER USE OF THE FEE( ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO TIFF
A 5) IN CASE THA7 PRECAST STONE. PRECAST CONCRETE PANELS, RIVERS, STUCCO OR WOOD WARDS WE FOUND OR THF P,r,D ENGINEER, SHALL SUWH TO TUS LATTER THE SITE SPECIFIC DRAWINTS FOR REVIEW
DISTIPIC WALL OFT FLOOR, ANCHORS SHALL BE IONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
PANELS ANCHORAGE SHALL HE AS MENTIONED IN A I) AND IN A�2) I*) THIS P EE. SHIALL STAR IKE DATE AND ORIGINAL SEAL ANE, SwAFAWRE OF THE PROFMIONA-1
ENGINEER OF RECORD THAT PREPARED Of
(0) lo-Ltr.ulli-Qat-,.UEa.-OlOQI-y�&.L-A�N--�-�--2q
T14� 0 IMICON ANCHORS AS MANQFACIURVO NFr I I W, BUILM, tN�, t4 SHUTTER MANUFACIURM*S LASE1 SHALL RE LOCATED ON 4 REANLI VISIBLE LOCATION AT STORM
- t/4' A , I/a' CRIL-IN ANCHORS, AS MANUFACTURM E DEWALIT 114C (MIN ec-1500 A- ) PANEL SHLTTOR IN ACCOMANCE WITH SECTION 1709.9.3 OF FLORIDA SUILD"40 CODE ONE LABEL
SHALL BE PLkM- FOR EVERY QVIMNO LAPEI-ING 10 COMPLY WITH SEtMN I 709.S 2 OF YHE:
'
I
- I/� %3/ SOLID-SEFT ANCHORS. AS OISTiRI BY ALL POINT SCREW, DOLT & SPEC*
(M N- - 3400 P ..i.) - rY CIL FWRIVA allILDM CODE
- #f40 PAFFELMArE FEMALE ID AND PANELMATt PLUS AhCHORS. AS MAH'AACTORED 8, LLW CONSTRUCTION DRAWING SHALL ON
I I"'S
RQUU IS (MIN V-2071 P ) , FROM I,,, MAIN PERMITS IN THE i
, ,�- A01
TAF-GINP
- #OCP ANCHORS. AS MANUFACTURED BY TRU-FASI CORPOPAPON ....... :�
. .
0 I� MINIMUM EMBEDMENT � TAPCON ANCHORS, ELM PAYELMATTES AND CF TAP-CRIP AN'CUOR I HH, . . � � � FLORIDA BUILDING CODE (High Velocity H-ricarTe Zone
, ON. PITI) HIT Q 2
BloCK JWt SHALI BE 1 114', 11 . -, - 1� 4=0 ULTOM INC 20 CAGE SAL'Ii
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0 21 CAL-K-IN III SOLID -SET ANCHORS SHALL BE EMB-DDED 7/8' INTO THE CONCRETE RLOCP UNIT No EMSaf 4 167 , S
wir .
-
INTO STUCCO,.5144L RE PERUFFTID '/4' 20 SCREAS USED SH4L ME � 1/2- LONG MINIMUY SHOUI! k-rumCo . - - I " \ GLOBAL PROTECTION PRODUCTS, U.C.1 "'
rils, . AND, I MINIMUM FOR WALLS WTH No STUCCO Io -Il, " ��Z_>* *__ _;&1 / 11LIECOiM.
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REOUIREO. .D "I - 7 � B _N T&TEW. W. 20 GAGE GALVANIZED STEEL S70N PAN 11
---:- . _ED.-_ " Z*- . � = - _�L
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IMJ&V i _ � - - , PA.Ur. (I;&IIIMN_?,M6, F. p-lIorp-, 1 20-176
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FRIDIXTIC LEYALVATION RBrQWLNQ_2JAV= -3
0. MAIERIAL CHARACTERIST=.AND VE11311FICATIONS;
Shall be strictly In accordancTe with General Notes and Components indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
26, of Product Evaluation Document (PE,D.), drawing No. 20-176,
7. LIMITATIONS AND CONDITIONADf
I - __ -UM-
7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
an sheet I of 26, as well as General Notes # 1 thru 4 and I I thru 16, indicated
on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-116
prepared by 71"Ifteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on Becton 1620.2 oftha Florida Building Code.
7.3. Product shal I only be installed into poured concrete, concrete block, and
wood frame structures.
Product Evaluation Report prepared by Walter A- Tillit, Jr., P.E. (Florida License
No. 44167), President of Tilleco, Inc. (Florida CA-000671 9).
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WATILI
U, T11-TECO ADMON RECORDS I P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGF
GALVANIZED STEEL STORM PANELIL DRV40 * 26-T76'. REPORT# 2U728,01
.
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-
Ii -L I —E6 —0 LIN C\� �
TILLIT TESTING & ENGINEERING COMPANY
__ __ ______ ,- I � � -
WALURA. MLJr, a, P.E. filteco0'aul.com
RI'Pr 7J_N,, 44167
ATION REPORI I 11,�A 1.1- 10. D006?J 9
REPORT NO.: 20-0727.02
DATE: July 27, 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY. Storm Panels
PRODUCTINAME: 24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER: Global Prol:*r.tI=_PffMJ"tg_LLQ
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE OF EVALUATIQN�
This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E, (System
I D At 1906) to the Global Protection Prod ucts, LLC, Rule Chapter No.
61 G20-3, M ethod I D of the F lorida D spa rtme n I of B us I n053 and
Professional Regulation.
This product Is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2020 Seventh Edition of the
Florida Building Code, and to verify that the product is for the purpose intended
at least equivalent to that required by the Code,
This Product Evaluation Report shall be subject to review and revision in case of
a Building Code change that may affect its limitations arid conditions
Z. EVIDENCEAWSMITTM,
2-1. PL19DUCT EVALUATION DOCUMENT JP.E.D.)z
Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL',
sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
Tillit, Jr., P.E,; dated 0712712020, This drawing is an integKOM 1,0600
Evaluation Report. ��% .III7 ��Zj ,Vs
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6-155 NX 36th Street, Suite 105, Miami, Florida 33166 - Phone. (305) 871 - Ne,� �',il -1531
R & LIFE SAFETY STORM
PANELS
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� � H0011 0 K . I . I
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(on, CONCRETE BLOCK MU4 OR ORDIVI '"A" f � _� "Im 147%0� WILL VA -
3' MAI, REOMEO, .1 - " GAGE GALVANIZED STEEL STORM PANEL
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1 1
MODUCT ESALUATION REPORT r4O_2&-J12= 2
2Z_TLW_REFORT%
Large missile impact load tests were performed under SSTD 12-99 standard as
per section 1609.1 �2 of the Florida Building Code. Uniform static loads asper
Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
Lab of South Florida, Report# 0814.01-01 dated 0311 1102 witnessed by William
R. Mehner, P.E.,, Boriz Moroz, PIE, and Henry Hattem, P,E. and Report No.
0219.01-09, dated February 26, 2009, signed and seated by Edmundo
Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and Cyclic
loadings per Protocols TAS 201 & 203 as per section 1 609.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
sIgred and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as
per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
and sealed by Jerry Jaciofano, P.E, as per ASTM E-8.
3. STRUCTURAL GINEEIRING CALCULATIONS -
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
windload, aswell as maximum anchor Spacing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Florida Building Code. Calculations prepared 4 Tilteco,
Inc., dated 1211 811 0 and 08127113 (for this revision), signed and sealed by Walter
AL Tillit, Jr., P�E.
3. MtS$ILE IMPACT RESInANCE;
Large missile Impact under section 11609,11.2 of the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4, NND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, S, 10, I 1,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20,175.
24 Gage Galvanized Steei Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard,
FR01D1JC1'RVAIAJAJL01LWQg,rN0L 2B.GW,6iI I
A-INSTALLABOW
Installation shall be performed strictiy in accordance with details indicated on
sheets 3 thru 8, 12 thru 18 of 16, 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 5, 16 and 18 of I 6, of Product Evaluation Document
(P.E.D.), drawing No. 20-176.
10, MATIERIALCHARACTERIMS ANO SPE
MWICATIOMS:
Shall be strictly in accordance with General Notes and Components indicated on
sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No,
20-175.
Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
I
Evaluation Document (P.E,D.), drawing No. 20-175.
7, LIM ITATION-4AND CONDITIQN -
1DT USE,
7.1 � Shall be strictly in compliance with General Notes No� 1, 8 thru 14, Indicated
on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175
prepared by Tllteco, Inc. and signed and sealed by Walter A. 7111111� Jr., P.E�
7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defined on section 1620.2 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 WalterA. Tillit, Jr., P.E. (Florida License
No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
WATILL
DiITILTECOADMON RECORDEI I?. E. REPORT.2C
GALVANIZED STEELSTORM PANEL �DRWG#20-17BIi
1 1/4'. 2/4, 3/4, 4/4, S/S, 7/5, —1
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3' VAX ANCHORS; FOR CONC EVE SEE SCHEDULE ON SHEETS I' MAX
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I ' : NO 44167 . " M. vurv:,x W. 20 GAGE GALI VANIZED STEEL STORM PANEL FP
S Oro" BY,
- .
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1
IINSTALLATION
REGULAR 2AffJWaf1_"
I
INTO EXILTING POURED CONCRETE OR CONCEETE OLQCK 5TRUCTURES
MiGHM, , TOP CONCRETE SIX SCHEDULE On $'MEET 9, ....
1
URED CORM -TIE __ �VU CONCRETE .1 � RED - 11 -------- _ _ _ _
,___PA RED _Pipu CoMC%IEFE FOR Wool) Sm SECTIONS ON SHM 12
BLOCK OR CONCRETE BLOCK OR CONIORM BLOCK i
CONCRETE :3, M.*� 2.67' r V
I REOUIRED REOVIFIED REQUIRED 1, Mir .
- -, CONCRETE ANCHORS - I, __ ui,, (MR O&FLAP--I WXXE VALLEY) we
, -_ r-W 01 a 11111I -_ �_
(Sa SGREMU ON I- � ANCHORS O-W I 'm WP2
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IN ORDER TO VERIFT THE ABOVE CONDITION, UCTMATC DESIGN WIND LOAM DERESWINED PER A= 7-16
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TO COMPARE THESE W/ MAX, (A,SO) DESIGN PRESSURE RATINGS INDICATED ON SHMS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
Sli,kLL BE AS WENIMONED IN 9,I) AND IN II.2),
IN ORDER TO VFRtFY THAI COMPONENTS AND AW*4OqS ON THIS P.E401 AS TESTED WERE NOT OVER �INE SED. A .34% INCREASE
IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS FASTENERS SPACING To WOOD HAS MEN
DETERMNED IN ACCORDANCE MN ALOSL 2Q15' (C) ANCHORS &vLALL BE W,AUXD FOLLOWING ALL OF T14E RECO40ANDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
MANUFACTURER.
STORM PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1625 OF
THE ABOVE MENTIONED CODE AS PER FEMSTRAMN, TESTING LABORATORY. INC. REPORT j 2032, AS PROTOCOLS TAS-20% ft ft Sh� BE THE RES]"ONSMILITY OF THE CONTRACTOR 'TO VERIFY THE SDUNDNIESS OF 714E STTTUM� RE WHERE SHUTTER
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OR WOOD FRAME EIUjLONGS
2, THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENIND ACCESSING 1HE OPENING FROM THE _
INSME,�'OOYHF USE OF A LADOER OR UFT, THIS APPLICATION IS VAQB WHEN INSTAI.IATKIN IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENY MES WHICH REMNN IN CONTINUOUS
FROM , F�,DF OF STRUCTURE. CONTACT WTTRI ,THE BUILDING 10 PREVENT WIWID/RAUN INTRUSION ww AND sFNL SHUTTER TRACKS ALL AROUND FULL
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4� SERIES 2000 INSTAIJAHON IS APPLICABLE 10 SINGLE AND DOUBLE HUNIC AND HORIZOWk SLOFIRS, STYLE WINDOWS WHEN REGULATIONS PROVIDED BY7HE JURISDICTION WHERE PERMIT IS APPLIED TO.
INSTALLATION IS REQUIRIED TO 9 PERFORMED FROM THE 04SIDE OF STRUCTURE- 14 ATRIUM WINDOWS AND DOORS, INC, E - Z HANG STORM PANEL SYSTENI'l 15 PATENT INEIVIND
5. ALL ALUMINUM EXTRIZSIONS TO Of, 6063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15 (4) THIS PRODUCT EVAWATION DOCUMENT (PE�D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC PROACV� i.e. WHERE THE SITE CONODIONIS DEVIATE FROM THE 9 E-0
6. ALI ALUMINUM Sti]EET METAL USED AT CLOSURES SHALL HAVE 3iD514 ALLOY-
(III CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF
- M aAL ANIQ STEEL
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DESIGRAIM W/Fy- 5&5 km (AFTER ROUM). THIS DOCUMEAT CONSTRUCTION SAFETY AT SITE IS THE CONTRAMA'S RESPONSENUTY.
B ALL SCREWS TO BC STAINLESS MEL 304 OR 2,6 AISI SERIES OR CMDSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 4NVAJID IF mocinEo.
WDIS W/ 50 Kin TIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W1 FLORIDA BUiLOING CODE SECTION 241 I,3.14
(4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AWHITEtT WHICH WILL
4 - BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AtSI 304 SERIES STAINLESS MEL. WI711 3b ktJ MINIMUM YIELD STRENGTH BECOME THE ENG114EER OF RECO90 (E.O.k) FOR THE PROJECT AND WHO wl� BE RESPONSIBLE FOR THE PROPEIR
USE OF THE P,E.D. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO D4E RE D. ENGIVEM SHALL
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: i/4' 0 9 7/8' CALK-LN ANCHOR', AS MANUFACTURED BY DEWALT INC. (ON. V-30DID P-.;,) is. STORM PANEL UANUFACTURER`5 LABEL SHALL BE LOCATED ON A REANLY VISIBLE LOCATION AT STORM PAIVEL IN
# 14- 1 0 PAN"ATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOVCT,.;�
ACCORDANCE WITH SECTION 170%.9,3 OF PILOR BUILDING COM Ott LABEL SHALL BE PLACED FOR EVERY OPENING,
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m = (Sa SCM , i OR ON SHEET 3) 1 ON SNEET 3) ! - � 11 � ON I � U : It - — I. GLASS. : 0
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4, — TO GLASS. . I TO GIASS� r-- L
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I �r It � PANEL LENGTH i _ SHE - I. a , I r (,sv SCHEDULE ON sHLv 3) 1
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(SEE SCHEDULE �-_-:- - I� --- -1 -- I ON SHEET 3) : - - (1:1 � DIRECT MQUNI W/ SPACER 6A V, -- -- . I- , - -- 0, - I r I _ __ _ - - ---I
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(SEE SCHEDULE ON EQUIRIED LATE REOUlkff - i � 9AAAM "Gem amommy iNvOrAlco ON "Tr 11). 4. - - -
I =�VDRS INIMA= I '"X4' WOW - ON 1 1 �,--,�.- -= -�7 3 1 SHEET 115
-ED, I— AW; ilr or. (SM TABLE ft ON � �,'j / �* �, j I S BE SCHED
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SHEETS 9 & Inj � � 1 � (Sm SCHE , - I
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MUNG BUILD NTING WAU MOUNTING IDIREUM W15EACUM a 98 :, I I 031 UM 24 GWAL PAND. UINGTH IS LIMITED TO W AT � OPENING 1 m U)
W%,-� i8m J _ - ' � . 1 I T : CRIS 6 A RESTIOUPON FROM LARGIOt IMMEL LENIFIS AUVM ON I
SCALE 3/8-,* i (2) m'"Aw STORM PANEL IJ94w Ts ! I SCHODIAL SMIDET I 1) �
I
I ". . WALL MQUNIM9 / QIREQ1 MOLIET I m
SCALE 3/8- 1' � (A) I QEIUMQ AND FIL BUILD -OUT MOUNTING "
I I 1 I/2- WHO WACO COMPONENT RA PIALL BE AS INDICATED ON I ALTERNOYE
': ALTE&SATLYL-M i
WALL MQUHDmrp 0) STOW PANIEL IISTAU'ATION Is ONLY SHEET 21 or 1 112, Low SPAM GA. as ONLY � I . ALTERNATIYE
i INTO AN OWING WCXXI FRAVE WALL : SCALE 3/aHl" i IRLD FDA WIND ZOVICS 1. 2 AND 3 AS OMPRIED BY, ASTM . I SCALE 3/3.1 ""It"V711#00,004 SCALE 3/8-1 - L. m
I I LNsfi STANDARD mil THE Mo ps, EDITION) OF Fie FLORIDA
8�1' 1 I') PsTALLAT4H "O Omy FOR WIND i I �
EDNDS 1, 2 A 3 M AM C i VULDW Ow I on,IER
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;r* .1, VW 1:111ITe 'I. CODE (Non High Velocity Hur I,one Zons)l - ---I'---- '.,� I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NQ1i-fQR--QQ#QM11QN--QL-SECTiW z . = FLOM A BUILDING CODE (Non High Velocity, Hit cone zone). :E
. -,--- --- 1. INSTALLATION ABE ONLY VAUD FOR M". A-S.D, = *'
- , w -*z <
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I i -- - ----- - 24 GAGE GALVANIZED STEEL STORM PANEL Nomilia-vamNaON OF SEUQN: DESIGN PRESSUR No. 44167 '� TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * - 24 GAGE GALVANIZED STEEL STORM PANEL F-1-SY I
=** - = " * . - ,:�%
= * , . z PANEL DRAWN IN; COMBINED IN ANY WAY TO SUTT ANY AS PER SCHEDULES ON SHEET 3 � U-. ,,, .,�� ,.- -_------x
: & E RATING (p.s,f) AND PANEL LENGTHS 2 . 24 GAGE GALVANIZED STEEL STORM � STATE OF
Q��. = � * .*= I
tL � , - I z -��-- Olm/ta"', TOP & BOTTOM M LININGS CAN BE AS PER SCHIEDULES ON SHEET 3 (EXCEPT FOR i . . * f . - INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTIOl,U WOOD , lz- -- - um/- I z
- EDGE DISTANCE � :: '\ GLOBAL PROTEC GAR'. COMBINED - -0 . STATE 0 � 11LIE 0..;7`\ GLOBAL PROTECTION PRODUCTS, I.I.C. -/-.-O' �, �-. v 7 --� , / \ GLOBAL PROTE"ON PRODUCTS, L1C. INTIE:
(SEE CHIED TOP & B07TOM MOUNTINGS CAN BE � ..'�� QKO a. 51 STREET - INSTALLATION. - - L- ,W, c A80D - 51 SPIED, — MEMBERS 70 HE SOUITHERN PINE No 2, W/ SPECIFIC "<" , It - �� INC l&W 5... 51 SREET I
E.D. -!�, STATE 01�� 11LIE C 0 IN.. TION PRODUCTS, LLC. IN ANYONAY TO SUIT ANY ALTERNATE 2W-) -
I _ , Tiol- x ENGAVICARWR comr- -*�-� DENSITY OF 0.55 OR EQUAL, ,�40-Z_
LE ON . 0.,- "lowil OkM FL 32OI4 ��," .. -IORID , __I PUJY` TESTING A IDIVINVIERN4 00AWANY
SHEETS 9 U& I 0) COMBINED IN ANY WAY TO SUIT ANY I I -1 ,,, /2 , - -;, ---D.. ==- I01-m. RIIole. (XIM 01,11 FT- =I �MNWRHAnlin �1111Z, " / -,::, I, . .1. AAME- FL =11 -175 z
INSTALLATION. Kii .N." IAl-' - - "w- 054yum-75-sl "All" "IM-6197 20-175 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD . .1.11- . . . . . . . lz� -41 nZ, Ot, ymil-7INo. =0 20-175 � � � - -6t-j": - P" - p"'t. M.Vwmt� I- ptHO-4n97 20
- I - ORANNIS ill, MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFTC -- — OWwN;I -
I C-00OCIM; ' --I - I - I -I - ,-QK*?i. -.1 - I -I CA- <
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END CLOSURES DET&ILS EQR IN5TALLATION IN POURED CONC REIE.
CONCRETE BLOCK OR WOOD 5TRUCTURES: YALID FQR REQULAR, LIFE
SAEETY & E-Z HANG STORM PANEL (1_),5Y5TEMS
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SCALE 1/4'-1, SCAL_� i/4,-I, SCALE 1/4'� I' SCALE t/4"_1"
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v VALID rOR DIRECT MOUNT INSTALLATION ONLY &
\—,/ \__// — I- III, . E ,
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1-1
'. s CERTIFIED PANEL INSTALLATION AT WALLS W/
J .',
= . No. 44167 -. s SURTACE LEVEL VARIATIONS WITHIN 3/4-
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=*: * .:R*o MI=, INC
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*. ic, j DANNIN mi
1. INSTALLATION ARE ONLY VAUD FOR MAX. A.SC, , STATE Of _,'� j -- i . -
-RE RATING .. 40R, — I GLOBAL PROTECT I w1:Tm
LENGTHS AS PER Ur-/ATION ON SHEET 12. ;, , // 111LIECO... ION PRODUCTS, LLC.
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2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD '/ON I/- . m — — N. z 1T�A,,?1,.o A, -
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ANCHORS
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NI
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*(Sm NOTE 2) )(SEE
i 4 NOTE 2)
E10
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FO BE I' Or STRUCTURE
LJ
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(END PAPEL) ! I
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-3, StI NOTES 2, .3�
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_4� -
IAN PANELS
.11c,"
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ht 3) If END PANELS ARE CONNIL�IEO To SOFTON, �PhrF, CONINFeTION
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J,
L (4)� IN KNO PANIFIS ARF NOT COI TO ROTTORA
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T 1 1 Ar
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a, NOTE A
MI �,SEE SEE I VI, t NSTALLATIONS ONLY VALID FOR WIND
NOTE i NOTE 2
SPEED UP TO 170 -ph,
AN
-ISPF S�CTION EZI & AVERNATIVE E7IW 04 SPEP 48)
1 18.
*EZ
EZ I W/ 18
TYPICAL ELEVATION FOR. SE -Z HANG STORM PANEL C-1:1 �MTEM
RIES 2009 E
SCALE: 3/32'=l"
SECTION A -A
SCALE 3/32'='"
EN FLORIDA BUILDING ODE (Non High Velocity Hurriccrie Zone)
24 GAGE GALVANIZED STEEL STORM PANEL I "'
0,44167 W
TEO GLOBAL PROTECTION PRODUCTS, ILLC.
/TIL7EC 0
VI FCOMIle A IDUINEVI COVA",
rIVAII, IL
rw 20-175
OVI RP
som I ot, I&
I
oENGINJEEc4ING
t I
E114GINEERINO EXPRESSO
PRODUCT EVALLIATION REPORT
September 15,2D20
Application Number- 17B69.1 - R2
EX Project Number 20-31543
Product Manufacturer AJI American Shutters and Glass
ManufacturerzTdress 1540 Donna Road
VVI Palm Beach, FL 33409
Product NarnI Description: 24ga Galvanized Steel Storm Pan"
Large Missile Impact Resistant
Scope of Evaluation;
This Product Evaluation Reponisbeing issued in accordancewith the requirements of the Florida
Department at Business and Professional Regulation (Florida Building Commission) Rule Chapter
61 G20-3,005. F�A,C . for statewide acceptance per Method l(d). The product noted above has been
tested and/or evaluated as summarized heroin to show compliance with the Florida Building Code
Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that, required by the Code
Re-evalualron of this product shall be required following pertinent Florida Building Code modfications or
revisions ,
Substantiating Data:
. PRODUCT EVALUATION DOCI)MENTS
EX drawing #20-31543 Lulled '24ge Galvanized Steel Storm Pallets (HVHZ & Non-HVHZ)', sheets 1-5.
prepared by Engineering Express, signed & sealed by Frank Bermardo, P.E� is an integral part of this
Evaluabon Report.
. TEST REPORTS
Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
teport(s) #BT-ASC-17-001 by Blackwater Testing, Inc.
Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
201 and TAS 203 test standards pot test report(s) #BT-ASG-1 7-001 by Blackwaler Testing. Inc
. STRUCTURAL ENGINEERING CALCL)LATIONS
Structural engineering Calculations have been prepared which evaluate the product based on
comparative and/or rational analysis to qualify the following design crifterre;
I Maximum Allowable Spans
2. Minimum Allowable Spans
3 Minimum Glass Separation
4, Anchor Spacing
160 Set 12"1 AVENUE SUITE 106, DEERF14LD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAHO E NGIN6ERINGExPRCSS,COM
ENGINE E AINGEYORESS.Com
T,
V
I13TIN C H�L�k.'
Fv
It �2.
V Z
1W ENC31NE - ERINC� Page 2 OF2
All American Shuttcrs and Glass - 24ga Galvanized Steel Stonin, Panels
No 33% increase In allowable stress has been Used In the design of this product-
Separdtion from glazing is not required for Installations outside of wind zone 4 and essential factlifies.
Impact Resistance.
Large Impact Resistartre TaB been demonstrated as evidenced In previraisly listed lost reporl(s), and IS
accounted tot In the engineering design of this product.
Wrild Load Resistance
Thr product has been designed to resist vAnd leads as indicated in the span schedule(s) on the
ros�fcfrve Product Evaluation Document II engineering draw"I
installation
This product shall be Installed in strict compliance with its respective Product Evaluation Document it a
engineermij dialving), along with all components noted therein,
Product components shall be of the material specified in that product s respective Product Evaluation
Document (Le. engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le
engineering drawing) as rioted herein
All supporting host structirses shall be designed to resist all superimposed loadsond shall be of a material
listed inlhvs produrVs respective anchor schedule, Host Structure Conditions which are not accounted for
in this product's respective anchor schedule shall be designed tot on a sft"peclfic basis by a registered
professional engineer,
AJI components which are permanently Installed Shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ).
Frank Beanardo, PE
ENGINEERING ExPREsse
ORM6549 [ Cert ALUIT 9885
160 SW 12" AveNuE SUITE: 106, DEERFULD BEACH, FLORIDA 33442
(954) 354-0660 1 �866) 396-9999
TEAM Of -NO! N EERINSEXPRESS,CON
ENGTRIEeRINSEXPRESS.COM
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INSTALLATION DETAILS FOR SERIE:i-2090 E-Z HANG MRM PANELO
INT9 POUREQ CONCRETL CONCREJE BLOCK AND WOOD STRUCTURES
&POURED
OR 'it TAPOON
_/4
CONCRETE BLOCK.
REOUIRM ANCHOR 0 12^ O-Cr
1/4'. LAPOON JIA.1' HEX HEAD IF WOOD VIER- ___p4xl' REX IM TEIK
'Rom
SCREW 9 ROM
EDGE 01 EDGE OF
Aj, Z
-90
uIrtl L
RSI lKI w
* I, I r oz I
N AN GO RE. I'll -1 t/2-
- SEPARATTON
L/'.'1,ZUM
POP mp_� To GLASS ALUMINUM POP
It RACT RIXT
6. 0
MI MW
R F A PANEL LENGIH T PANEL LENGTH
Ir 11 L
VA,_ ' L A
fi-SURPARATIOW I
11 TO GUASS� ir-SEPARATION 50%
Sm To CLAW OF 'L'
i!
OF -L' It
C, UNNESCREW
ED.
-A
ED
t 1114'0 TAPOON AN040A
12, C�C
i/4-IF -AAIIDR� 2".4' WOW
ANCHOR * 12 C� EXISTING POURED "LATE
EbNCRETE OR
CONCRETE BLOCK REOUIRED
WALL MOUNTING REOUIRED WAU_JQUNM
1EQQh_U1
SCALE 3/8- 1' LE 3/8=i'
MIU0090"',
"AA TI
k
VNr�EN4�`-.T , FLORIDA BUILDING CODE (Non High Velocity Huricone Zone)
NOTESb .441 24 fAGE GALVANIZED STEEL STORid PAWL
1. INSTALLATION ARE ONLY VALID FOR NIAX. A.S.D. DESIGN
p.$,f, AND 6'-D' MAX TE 0
PRESSURE RATING +/- 40�0 /_VL1EC0,i4c
STATE ....... GLOBAL PROTECTION PRODUCTS, LILC,
PANEL LENGTH.
FIRWE CONSTRUI WOOD 'L 0
2. FOR NEW WOOD
MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC �7_ 20- 175
OF OR EQUAL 0 /0 N AI ��Pl f JAI A-L
DENS" 0.55
U,
ALL AMERICAN SHU17ERS AND GLASS
249a GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZJ�
WIDTH UNLIMITED
_r(PERR TO PANIELSPAP11-1
TOP MOUNT (CONN TYP.-
OPTIONAL-42' -XI STITCH
BOLTS WITH WASHERED
WINCNVTS ' ENED III
FAll
OVERLAPS "I MIDSPAN (USE
APPROPRIATE SPAN TABLE)
�D: ��
REQ'D)
MAY BE AT TOI
. ,I'M
/�l TYPICAL VERTICAL MOUNT ELEVATION
N T G ELEVATION
TOP MOUNT
TY UM
fc IN f (SPAN ABOVE
AE REQ- C) ON)
BOTTOM
(CONN TYPE
[a V., _NS REQ'D)
Y
(LOCATION MAY VARY i
U_
"OTTOM MOUNT (MNN-/ TSPAN ELOW
T�PF AS RECI,C) OBSTRUCTION)
PANELS MAY 13E NOTCHED 45 R15CUIRED. ONAL W-20 STITCH
PROVIDED THAT DONNE 5QL78, WITH WASHERED
ANCHORS APLE UBEO WH2-0U_r11sN1,1 WING NUT S FASTENED 9
5PANSABOVE a BEI OV) OB$TRUCTION, OVERLAPS P MIOSPAN tUSE
NPPROPRIATE SPARITAZI-El
VERTICAL MOUNT ELEVATION
/-2--N (NOTCHED PANELS)
\,V N.TS, [ELEVATION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEDULE:
24 GAUGE PANELS
NOPOMIUM 51ORM PANC,
AkARATION INDIRA CLAN$
(Wiz, WIND ZONE 4
A, MSCRITAI JAMIIIF_��
MAXIMUM
ALLOWARLI
PIS 1AUA NUNN LESS
INSIALIATION!5GROITER
,PANLffj
THAN13GABOVE GRADE
fMAN30'A6OVEGAA(*
- iAB
___ - 1
-
.1 AS
no 11 a,
bal.,
161t,
W
CO
SPAN. SORMLItEISACCIRATAPILIEFORUSIEWTH
POSITIVE LOADS LESS THAN OR EQUI 1`0
NEGATIVE DI LOADS.
2. TPANEL FA5TENERS' ARE STUDS USED IN
CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
(TRACk. STUDDED ANGLE, BTC, 1, USE 6 25'
DO, PANEL FASTENS SPACING TABLE VALUES FOR
ALL 'W- AND %r,HEADS5 (INCLUDING BUILD OUT
CONDITIONS)
3 UWAR INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE, OTHERWISE USE NIDCT HIGHER LOAD.
4 VP_T_
MAXIMUM ALLOWABLE
DESIGN PRESSURES: __4
e,
I AS NOTED IN DEST
DESIGN NOTES: I SIEDILES
2
POSITIVE AND NEGATIVE DISSIGN PRIESSURES CALCULATED
S.
FOR USE WITH THIS SYSTEM SHALL 13E DETERMINED PER
I
S�PARATE M INESING IN LfiORDANCE WITH THE
Q0' ' C FdC ' M" 'te EP
UORUM 'GROAMCE '11RUH`R'*!QE ?R D CHAPT
A
E,�&[H[CFTL�C
Pfflill ODEISH BELE 5 THAN
T nL O�PO
OP IGN
ECAT V6k,
PRESSURE CIPACITI VALUES USTED HEREIN FOR ANY
ASSEMBLY AS SHOWN,
A
GENERAL 140TES:
MAL
THIS SPECIFICNrION HAS BEEN ESrrNEQAt%aIAU_LBE FAB
1T. -N'
�"O Jeri%urtitiEFL IPA 5 IL
. Le
,.V"ILIANI
I WN Ill RUE 11151�111-411111---IFTHEH I'll
?
Ni C1
NO SHALL INV61A�T�
_j5�Z01,202AND EGITFSTPROE LSLCPNIIILAI ....... ...
WARLESTRESS HAS BEEN USEDINTHE
tECORD MR THE PROJECT
'r
" "Gi IS
0
�4M `AC
INS Do
Ee" _BE
".3 NG`
�1 ALT 'HAT
IS GENeRM AND GGER NOT P
'PVIP
MR STV CON OCTIONS DVMFtRENT FROM
A LICENSED ENGINEER OR REOU571RED
CtF.0 -UMENTS FOR USE IN
ta 5
�EIN ARE BASED ON MAXIMUM TESTED
FACTGR,
; S
OP E Ar ADt 5 UNLESS NOTtD
4DWIAUTM IISLATAR
OR
�DSH_I_CbMPLYV OTH
A CIT, �'VECLFICATTOHS
1
N 3. 3 �Y THE ALUNN UR ASSOCIATION,
ATE , AND OR LOCA CODES.
"' I L
110 ZI ZW14 JCJ.RALCN1.-
.TH A iDNRRIUM � 'S'
AU.S1P6U6�T6TAU`N UM ALLOY,
ZIN
EMOUNT VER cAI
REIN SHAL-11E EM11SODEP TO
ALL ALL CONCRETE ANCHORS PER
kICA-11011 ERECTION, &CONSTII PRACTICES SfYONQ THAT
1� IR CALSMY50 BYL�RL, SFATE, &FEDERAL CODIES 5 FROM
�_OF HI.PLAN.
12117111 A97 T PA"DED H EREIN, NO ADDITIONAL
ATIONS OR AFFIRMATIONS ARE INTENbIED.
ALT"RAUS. ACI OR OTMER MAAMGS TO TFIS DOCUMENT
NOT PERMITTED AND RIVAUDATE TH15 �RTEFIDATTCN
PANE L� jn;�IL I;nl��E
(I� LABEL
IPIOA PRODVCT'APPKOkIAL MURDER
VISIT ECAL.C.1013115IM
,on ITT.
IL-104INIMUM ALLOWABLE SPAN SCHEDULE
QT_91TXEnWM:5y
TOP
MOUNT
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'At
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"__ IPLA 01- �11 IFINI I., _ �6; I. ,� w".
GLASS SEPARATION NOTES:
INIMENTS SPAN SC14EDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
MI UM ALLOWABLE SEPARAMN FROM THE OPENING TO BE PROTECTED
Y.- SCHEDULE 15 REQUIRED POP USE WITH POSITIVE LOADS ONLY
ACITI-M N*�
INTSPOLALMON BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEAT HISHER
, �"N �P* g
LOAD.
3, FOR. INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OR ESSENTIAL
FACILITIES IN ASITI WIND ZONES I THROUGH 3� THE GLASS SEPARATION
SCHEDULI Is NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
JIMENING IS REQUIRED,
PROTECTED r
r, "N OPTIONAL INTERIOR FASTENING DETAIL
�NT
W, P.
4 :a,
To
it in H
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in
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ANCHOR NOTES:
I ANCHOR SCHEOULI APPLIES TO ALL PPOCUCTG MATIFIED HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR 5PACING� MAXIMUM ALLOWAOLE-Z&FANS AND PRESS1,1RIER INDICATED
IN SPAN SCHEDULE SHALL APPLY
2 ENTER ANCHOR SCHEDULE EASED ON PANEL FASTENER SPACrNG, THE EXISTING STRUO"rURE
MATER�AL,NANCHORTYPE. SrL5C7 OESIG N LOAD GREATER THAN ON. EQUAL TO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELEc-r SPAN GREATER THAN OR EQUAL TO SH LITT ERSPANS ELECT
CONNECTION TYPE BASED ON APIPTIOPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEEI 2 FOR IDENTIFICATION OF CONNECTION TYPE)L
1, PANEL FASTENEW ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXITILISIONIS
VP -TRACK, STUDDEO ANGLE, ErC) USE 6.25' O.0 PANEL FA54TNER SPACING TABLE VALUES FOR
ALL '11"- AND "U'HEADERS (INCLUDING BUtLDOLJ7 CONDITIONS)
4 ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACTURSE'RFCCIP14ENDATIONS
5 HOLLOW LOOK HOST STRUC7VRE SHALL CONFORM TQASTM 090 BLOCK.
6� MINIMUMIEM090MENT SHALL BE AS N07EDIN ANCHOR SCHEDULE,
7 MINIMUM ERMEDMENTANO LDGE01STANCE EXCLUDES STUCCO, ROAM, BRICK. AND OTHER WALL
FINISHES W04LL FINISHES SHALL HE LIMITEDTO 1/4� MAX OR SHALL BE VERIFIED BY OTHEIRS, TO
ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
INCHORS
8; CONCRETE A _ INCITED HEREIN SHALL BE EMBEDDED TO UN,CRACKED CONCRETE ONLY
R WHERE EXISTING STRUCTURE IS WOW FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
VEFL]FY THAT FASTENEF45ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
TO PLYWOOD IS ACCEPT-48LE ONLY FOR SIDE CLOI PIECES.
10 WHERE ANCHORS FASTEN TO NARROW FACE Of 67UD FRAMING, FASTENS. SHALL BE LOCATED IN
CENTER OF NOMINAL 2" X V � MIN.) WOOD STU D C/,'EDGE DISTANCE 15 ACCEPTABLE FOR WWD
FRAMING) WOOD STUD SHALL BE 'SOUTHERN PIN E`G=0,55 OR GREATER DENSITY, LAG SCII
SHALL HAVE PHI LLIPS PAN HEAD 09 HEX HEAD,
It REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL-FIDITIT5 SCUD -SET & BRASS BUSHING
12 MACHINE SI SHALL HAVE If2- MINIM AT ENGAGEMENT OF TLIREA DS INTO THE BASE
ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUS5 HEAD, OR WArER HEAD CSIDEWALK BOLT) U.N.0
13, MINIMUM SA9EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL HNISHES.
14 ' Mill DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
DIRECT MOUNTING CONDITIDN-1-
IS LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 5CHEDULE511STED ON
THIS SHEET
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SHEET NO.
SH 1.5
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