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ABBREVIATIONS
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 Ar Sys
Floor System
RAG or Rag.
Return Air Gdll
ADJ or ADJ.
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
ALT or ALT.
Alternate
FIRT
Front
REINF
Reinforcing
BC
Base Cabinet
FT or Ft.
Foot/ Feet
REOD 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
BLK or BILK.
Block
GALV or Galv.
Galvanized
RO or R.O.
Rough Opening
BLW or BLW.
Below
GC or G.C.
General Contractor
IRS, R/S, R/SH or R&S
Rod and Shelf
BM or Bm,
Beam
GFI or G.F. 1.
Ground Fault Interrupter
SC
Solid Core
BOT or Bot.
Bottom
GT or G.T.
Girder Truss
SID or SID.
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
SL 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
SWorS.W.
ShearWall
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
LAU N or Laun.
Laundry
TEMP or Temp.
Tempered
CSMT
Casement
LAV or Lay.
Lavatory
TH I KIN or Thik'n.
Thicken
CT or C.T.
Ceramic Tile
LF or L.F.
Linear Ft.
TOB or T. 0. 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 WDW or Trans.
Transom Window
DED or Ded.
Dedicated (outlet)
MFR or Mfr.
Manufacturer
TYP or Typ.
Typical
DIA or Dia.
Diameter
MGT
Management (room)
LIC 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
LINO or U.N.O.
Unless Noted Otherwise
DMF
Decorative Masonry Finish
MIL 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.
Versalarn
DVP or D.V.P.
Diverter Valve (plumbing)
OE or O.E.
Owner's Entry
VTRorVTE
Vent through Roof I Exterior
DW or D.W.
Dishwasher
OPNG or Opn'g.
Opening
Worw
Washer
EA or Ea.
Each
OPT or Opt.
Optional
W1 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 WDW. HDR.
Window Header
EXP or Exp.
Expansion
PL or P.L.
Parallam
WH or W.H,
Water Heater
EXT or Ext.
Exterior
PLIF
Pounds per linear foot
WIC 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
VWVF
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
P
LAN 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
02-13-23
7.0 REV. ELEVATIONS PER C.M.
8.0 STD-LT-2023-MOD ELEV. PER C.M.
UNIT -A 1532
I MEN 1011:
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ONE MINI
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6 - UNIT TOWNHOMES
(A C C C C A)
U IN I I _U 1 13Z4
6�U NIT TH (153211111111111111111111 1624)
UNIT -A 1532
INDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
COVER SHEET
2.1 FOUNDATION PLAN - LEFT SIDE C)
2.2 FOUNDATION PLAN - RIGHT SIDUJ C0
C_J -
3 FLOOR PLAN - UNIT -A 1532 (::3
C14
4 FLOOR PLAN - UNIT-C 1624 C14
UJ C1_-J
5 1st FLOOR BUILDING PLAN
6 2nd FLOOR BUILDING PLAN UJ
7.1 EXTERIOR ELEVATIONS
7.2 EXTERIOR ELEVATIONS
8 ROOF PLAN
9 FLOOR FRAMING PLAN
10 ROOF FRAMING PLAN
11.1 FIRST FLOOR ELECTRICAL PLAN
11.2 SECOND FLOOR ELECTRICAL PLANS
12 E LE CTRICAL SERVICE PLAN
Ll 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 F RAMING DET AILS
WP WATERPROOF DETAIL
q
PA1.0-2 PRODUCT APPROVAL
SH1.0-5 HURRICANE SHUTTER PRODUCT APPROVAL
V2- P6 V, 7
17-0 �
q12Q
4-1
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 EOR has no duty to
protect, without limitation, the residence, construction site,
materials, or equipment, from moisture, mold, fungus, fire, theft,
vandalism, trespass, or any other peril or condition, at any time,
expressly including, but not limited to, the period of time before
construction, during the construction of the project, or after
construction and the Designer/Architect and EOR has no duty to
take any action or preventive measures to protect such 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.
MM
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iformation and belief,
the structural plans and specifications contained
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drawings comply with the 2020 Florida Building Code -
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• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX 7- 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
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BOND BEAM)
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the structural plans and specifications contained
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Residential 7th Edition. Engineer's signature and
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Engineer's signature and sea].
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NOTE:
• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
PREVALENT AREAS, APPENDIX 'IF" 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
1/8" SAWCUT x 1/4
OR FIBERMESH REINF.
SLAB THICKNESS
SEE PLAN.
WHERE SHOWN ON
FOUNDATION
PLAN
x
LU
LU
Cn
CONTROL JOINT DETAIL
SCALE: 1 1/2"=V-0"
#5 CONT REINF.
SEE FND. FOR
QUANTITY
#5 X 25" X 25"
CORNER BAR ONE
FOR EA. HORIZ.
REBAR, TYP. U.N.O.
TYP. CORNER BAR
PLAN DETAIL
SCALE: 1 1/2"=V-0"
CMU WALL
(1) #5 REBAR @
FILLED CELL
6x6 W1AxVV1.4
L W.W. F.
44
4
4
4
(4) #5 4
REBARS
CONT. 4" 2'-0" 4"
CMU BEARING WALL FOOTING
5x5x3/8" A36 STEEL
BASE PLATEA
A
5"
SECTION A —A
SCALE: 3/4"=V-13"
2" 0 SCH40 STEEL PIPE
w/ GALV. G120 FILLED
w/CONCRETE
(4) 1/2"x3 3/4" WEDGE
ANCHOR BOLTS w/
MIN./MAX. 3"
EMBEDMENT
SYMMETRICAL
54'-4"
1 \
181-01, 18'-0" It 18'-4"
T-8" 10 13'-4" IT-4" T-8" T-8'l 13'-4" il'-4"
VERIFY T-0`x T-T x V-10"
AC PAD LOCATION OF A/C w/ (4) #5 E.W.
PAD
,,-HOSE
B BIB Z-O" x Z-O" x V-011
IB
w/ (3) #5 E.W.
7 IF CONDENSATE C3
PLINE OIL 4" ELEV. FIN.
Lu
\-F CONIC. SLAB
2'-8" S�S- 10" 6. 3--10" 1 6`-8l'
VERIFY
VERIFY
LOCATION OF A/C
AC PAD
LOCATION OF A/C
PAD
LPJAD
PAD (2) #5's
2'4' x 2'-O'x V-0"
HOSE
Z-011 x Z-O" x V-0"
w/ (3) #5 E,W1
BIB
BIB-
wl (3) #5 E.W.
I CONDENSATE
7,LO
NO
CONDENSATE
C
-4" ELEV. FIN.
LINE
LINE
-4" ELEV. FIN.
CONIC. SLAB
AM
OIL
CONC. SLAB
A
�,S3
I-Ok, 2 j 1,_ lllll�2
12'-8"
6-8"
B.-iol. T- 10"
2'-8l..1
T- 10" 3'-10"
L114"
W/
-LRqVIDE 1
z RECESS FOR PF D
SLI ING GtASS DOOR. REFEI tTO
'OPE FOR WIDTH
I ON'S S, M) S
00
PROVIDE LINE FOR
INDICATES FILLED CELL W/3000 ICE MAKER M
PSI CONC. GROUT FROM FTR. S3
TO BEAM W1 1#5 REBAR VERT. rr --,L7771
ABOVE SLAB. TYPICAL @ ALL 11(j, 4-)l
PLACES SHOWN HOOKED FTG. A.. I I t- I A"
lit (I �1
DOWELS 17" EMBEDMENT W1 25" LL
EXT ABOVE SLAB. GRADE 40
STEEL
00
co
DISFMSADSAL CID
C.j.
71 0 1 0
I L - - -
5'-92' 12--A
8
10 K,
C5
ED Q0
T-11 0" 1 4'-2"
- I r F/ JEO M
0/2" RECESS FOR PR IDE 1 /2" RECESS FOR
ILATnMITR�FERTO_ 4Y - -
I F SL DING GLkSS DOOR, REFER TO
SCOPE FOR WIDTF I NIS SCOPE FOR WIDTH
PROVIDELINEFOR f I
I ICE MAKER PROVIDE LINE FOR I
�j Fr 4- �,-71 ICE MAKER
3Y2" MIN. 3000 PSI
CONC. SLAB FOR
I cy)
HERNANDO COUNTY ONLY. 3Y2" MIN. l� 1) 11 IT
j
2500 PSI CONIC. SLAB OVER 6 1 L\- __1 jjj LL �Lj
VISQUEEN VAPOR BARRIER T
DBL. SINK w/
DBL. SINK w/ 0?
C. DISPOSAL DISPOSI - - -
Cli. t
. �rri
L JL -ill' I
L i C J L�=
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8
12 6-982 5'- 102 ri Z-52
PWO1
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7
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1 116-0.1 1
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T� S3 OVI I.
F �70NT R. REFER TO —1 tONT DOOR. REFER TO
NSON'S SCd7PE FOR WIDTH MASON'S SCOPE FOR WIDTH
1 D34
M24 LU 10 11, IDI 1111 011
J
011 V. 0.1 _4" 1_8" '4' 0. 4- OF
10'-6" [1 4'-0" 1 4-0
_4" ELEV. FIN.
0?
CONNIC. SL/AD
_A
CS
CJ
C.j.
C.i.
+
00
ELEV. APPROX.
ELEV. APPROk
9
10
1-1/2" BELOW F.F.
11-1/2" BELOW Ft
r55
ELEV. CAN BE NO
ELEV. CAN BE NO
MORE THAN 1-1/2"
MORE THAN 1-1/2"
A
BELOW TOP OF
BELOWTOPOF
EGRESS DOOR,*.
EGRESS DOOR
C?
Z-15" x 2-6" x V-0"
W/ (3) #5 E.W�
THRESHOLD.
THRESHOLD.
LO
FIELDVERIFY
FIELD VERIFY
00
L
I I
1 (2) #5 VERTICALS
\--CONCRETE WIN FILLED CELL
SLAB PER PLAN
V-8" 8'-0"
11-4"
rFM24 BOLLARD DETAIL 40
SCALE: 3/4" = V-10" '0
60
L L
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)SE
BIB
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T_1011 3 -10" 0 4'-61.
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7
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FIN CONIC. SLAB
rG G**\
k., �3
FOUNDATION @ FOUNDATIO
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-7
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LM
127
F_ ELEV. APPROX.1
1-1/2" BELOW F.F.1
ELEV. CAN BE NO
MORE THAN 11-1/2"1
BELOW TOP OF
EGRESS DOOR
NN THRESHOLD. FIELDI
K
K VERIFYi
�3 1�,W H H At/ 'PROVIDE 1/2" RECESS FOR
(D L
kl�
LRIONT DOOR. REFER TO
L2'-1 Oj" I D24" MASUN7S- S�OPE FOR- WIDTH
FM24 FM2 F ;4
MIA I
:111A 4'
01.
10'-6" 10'-6" 1 O'l 4'-
i-01.
00
1-4" ELEV. FIN. jl� 4" ELEV. FIN. LID
CONC. SLAB Ilo I CONC. SLAB"I!V'
Cj
Cli. C.j.
5'-8'1 nv_
P2 34" x T-0"x IIA" 10
w/ (4) #5 E.W.
10 LO
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W/ (3) #5 E,W.
5
co r7I
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ECESS OPT." LO HOSE
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(2)#5VERTICALS (2) #5 VERTICALS
WIN FILLED CELL
8'-0" V-8" V-8l' 8,_O" V-84-
Al. A" 41. A"
T-0" x T-0" x V-0"
w/ (4) #5 E.W.
5 5
TYP. @
2-STORY U.N.O.
1.
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SCALE: Y4"=V-0"
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,
4
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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NO: 23-04725-04730
SCALE : AS NOTED
SHEET NO.
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OWNER'S BATHROOM
SCALE: 3/8" =1'4'
BATHROOM 2
SCALE: 3/8" = V-0"
9
F,
9
EO
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20X26
18JX254
S.H.
13
20 X 389'
18 -1X 372
2 4
S.H.
14
20 X 50 J
18 JX 50
S.H.
15
20 X 63
18JX62i
S.H.
16
20 X 72
18 J X 71 J
S. H.
1112
27 1/4 X 26
26 X 25 J
S.H.
IH3
27 1/4 X 38
26 x 37 1
S.H.
27 4 X 50 J
26 x 50
S.H.
27 JX 63
26 X 62 1/2
S. H.
1116
27JX72
26 X 71 1/2
S.H.
22
37 JX 26
36JX25 1/2
S.H.
23
37 J X 38 J
36 J X 37 3/4
S.H.
24
37 J X 50 J
36 4 X 50
S.H.
25
37 J X 63
36 J X 62 1/2
S.H.
26
37 JX 72
36 7' X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73 J WIDE
S. H.
32
54 X 26
524X254
S.H.
33
54 X 38 J
52 'X 37 1
S. H.
34
54 X 50
52 X 50
S. H.
35
54 X 63
5217 X 624
S.H.
36
54 X 72
52 4 X 714
S. H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
STAIR DATA:
18 RISERS @ 7.153"
17 TREADS @ 10"
TOTAL RISE 113/4"
TOTAL RUN 14'-2" 42" KNEE WALL
WITH 1 x8 CAP&
3/4" PLYWOOD CASING (AT 2nd
DECKING FLOOR ONLY) (2) 2X8 w/ 1/2"
FLITCH HEADER
SLOPE CEILING TO
MATCH STAIR RISE
F. FL. F. FL.
I I F. FL.
DRYWALL
1 1/4" TO 2" DIA
16
HANDRAIL NO
15 LESS THAN 34"
X
14 NOR MORE
13 Lii
N, THAN 38" ABV.
12 Z TREAD NOSING
CONT.
HAND [RAIL <
10
METAL
9 0
HANDRAIL
8 BRACKET
uJ
7
o? 6 BLOCKING AS
�v 1 5 REQUIRED
2x STRINGERS
4
TYP. STAIR SECTIO
SCALE: 1/4" = 1'-0"
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) - 2XII 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2XII 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
<e>(2)
- 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 1 3/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W,/ 1/2"
Follow Q/S4. See Plan for
RAG
FLITCH PLATE
Bearing Wall Call Out When
Straps are Required
*VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
00
L F.FL.,, HANDRAIL DETAIL
2x4 #2 SYP. P.T. THRUST SCALE: 3" =V-i
BLOCK W/(2)- 1/4"x 3 1/2"
TAPCONS @ li AND
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 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.
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:
Gualds 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 glaole below at any point within 24 inches
horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs,
porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the
adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have
openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in
diameter.
Under -stair protection:
Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and
any soffits protected on the enclosed side with 1/2-inch gypsum board.
Ik , ... 101 All 18�4' 0. o" 1 10
VERIFY
AC PAD LOCATION OF
A/C PAD
7 HB
-----------------------
�A
OUTDOOR LIVING
�3 9'-4" CLG. A. F.F.
CONCRETE
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FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO
BOND BEAM)
18'-4"
34"
12'-1 T-0"
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10"' 6-13" 0 T- 10"
Id. 2'-8"
1
0
MOD
25 SH
MOD25 SH
39"
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M
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&
MODERN ELEV ONLY.
DOES NOT APPLY TO
MOD 25 SH
STD/LT ELEVATIONS.
(39"x59")
4'-0" 7-4'
C? Co
T-0" 1 V-4" LO
2ND FLOOR PLAN - UNIT -A 1532.
SCALE: 4"=V-0"
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
Q�)
+29.7 -32.2
(k)
+29.7 / -39.7
+28.3 -30.8
+28.3 / -37.0
+26.6 -29.1
+26.6 / -33.5
SHEET SEE SN SHEET
jSEESIN
4P
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -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 class-1 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. Ed. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Tyii Gyp. Bd. 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.
M 1507.2 Re -circulation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the outdoors. Exhaust air from
LO bathrooms and toilet rooms shall not discharge into an attic , crawl
space or other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
installed a min. of 18" above fIr. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
2-STORY MASONRY WALL w/
1111111777-1 BOND BEAM i AT 10'-8"
TOP AT 18'-8"
..... 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/i KRAFTFACED
(GARAGE f LIVING)
G.C. TO COORDINATE PLUMBING TO AVOID
CONFLICT WITH STRUCTURAL WD. COL.
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-
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Engineers signature and seal.
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-STAIR DATA:
18 RISERS @ 7.153"
17 TREADS @ 10"
TOTAL RISE 10'-8 3/4"
TOTAL RUN 14'-2"
19 3/4" PLYWOOD
�-) DECKING
- F. FL.
F. FL.
OWNER'S BATHROOM
SCALE: 3/8" =11'4-
BATHROOM 2
SCALE: 3/8" = V-0"
42" KNEE WALL
WITH 1x8 CAP &
CASING (AT 2nd
FLOOR ONLY)
N,
9
F-
� FILLED CELL LEGEND �
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)
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
18JX25J
S.H.
13
20 X 381
18JX371
S.H.
14
20 X 50J
18JX 50
S.H.
15
20X63
18 4 X 62
S.H.
16
20 X 72
18 17 X 71
S.H.
1H2
27 1/4 X 26
26 X 25 J
S.H.
1H3
27 1/4X382
26 x 37 1
S.H.
1H4
27 J X 50 J
26 x 50
S.H.
1115
27 q1 X 63
26 X 62 1/2
S.H.
1H6
27 J X 72
26 X 71 1/2
S.H.
22
37JX26
36JX25 1/2
S.H.
23
37;1 X 38 2
4 8
36 J X 37 3/4
S.H.
24
37 4a X 50 E
36 J X 50
S.H.
25
37 J X 63
36 4 X 62 1/2
S.H.
26
37 J X 72
364 X 71 1/2
S.H.
DOUBLE 2 WIDE
75" TALL
73JWIDE
S.H.
32
54 X 26
52 -21 X 25 -21
S.H.
33
54 X 38a
8
52JX 37J
S.H.
34
54 X 50J
52JX50
SA.
35
54 X 63
5217 X 62 4
S.H.
36
54 X 72
52 J X 71 J
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
(2) 2x8 w/ 1/2"
FLITCH HEADER
SLOPE CEILING TO
MATCH STAIR RISE F. FL.
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17
15
14
13 0
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11 ,--CONT. 9
10 HAND RAIL <
9 0
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6
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2x STRINGERS 4 00
F. FL.
14'-2" L N�,- 2x4 #2 SYP. P.T. THRUST
BLOCK W/(2)- 1/4"x 3 1/2"
TAPCONS @ 16"o.c. AND
TYP. STAIR SECTION_ 3" FROM EA. El'
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2XIS #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X8 #2 SYP W/ 1/2"
FILITCH PLATE
<@>(2)
- 2X1 0 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 2X1 2 #2 SYP W/ 1/2"
FLITCH PLATE
(2) - 1 3/4" X 11 114 LVL
2.OE Fb=2950
(2) - 13/4" X 9 1/4"
LVL 2.OE Fb=2950
<e>(2)
- 1 3/4" X 16"
LVL 2.OE Fb=2950
(2) - 13/4" X 7 1/4"
LVL 2.OE Fb=2950
(2) - 2X4 #2 SYP W/ 1/2"
Follow Q/S4. See Plan for
RAG
I
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
DRYWALL
1 1/2" MIN. CLEARANCE
1 1/4" TO 2" DIA
HANDRAIL NO
LESS THAN 34"
NOR MORE THAN
38" ABV. TREAD
NOSING
METAL HANDRAIL
BRACKET
BLOCKING AS
REQUIRED
V
HANDRAIL DETAIL
SCALE: 3" =V-0"
Stair and Railing General Notes
Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312
and R302.7.
Riser height:
The riser height shall be not more than 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 1/2 inch. A nosing projection not less than 3/4 inch and not more than 1114
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 notless than 1114 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 gual'ol 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.
1ST FLOOR PLAN - UNIT-C 1624
SCALE: Y4"=V-10"
7 - - - - - - - - - - - - - - - - - - - 7
2ND FLOOR PLAN - UNIT-C 1624.
SCALE: )/4"= V-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
:4:-) SEE SN SHEET
SEE SIN SHEET (H
4 0
140 MPH
NOTE: WIND SPEED INDICATED ABOVE IS AN
"ULTIMATE" WIND SPEED. THE WIND PRESSURES
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE
1 +29.7 / -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.
R302.5.3 Other Penetrations
Penetrations through the separation required in Section R302.6
shall be protected as required by section R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated as required by Table R302.6.
Openings in garage walls shall comply with Section R302.5.
Attachment of gypsum board shall comply with Tab;e R702.3.5.
The wall separation provisions of Table R302.6 shall not apply to
garage walls that are perpendicular to the adjacent dwelling unit
wall:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Ed. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp, Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills
In dwelling units, where the top of the sill of an operable window is
located less than 24 inches (610 mm) above the finished floor and
greater than 72 inches (1829 mm) above the finished grade or
other surface below on the exterior of the building, the operable
window shall comply with one of the following: 1. Operable
windows with openings that will not allow a 4-inch-diameter (1102
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.
Outdoor swimming pools shall be provided with a barrier
complying with R4501.17.1.1 through R4501.17.1.14.
M 1507.2 Re-ci rcu lation of Air
Exhaust air form Bathrooms and toilet rooms shall not be
re -circulated within a residence or to another dwelling unit and
shall be exhausted directly to the 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 fir. per FBCR G2408.2. Except where
appliances that are listed as flammable vapor ignition resistant.
WALLLEGEND
2-STORY MASONRY WALL
1111177771 BOND BEAM HGT. AT 10'-8"
TOP AT 18'-8"
M 00 10 .0531 2111 VASOV2YXLJa., 9'-4" 4, F-1
Ir
110
MASONRY HGT. @ 8'-8" A.F.F.
I a WORWI.-TTATMAIFUTM
1, 177 BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR
BEARING ONLY" ARE FLOOR SYSTEM
SUPPORTING ONLY AND REQUIRES NO UPLIFT
CONNECTORS TO FLOOR SYSTEM
AREA TABULATION
1 ST FLOOR
664 S.F.
2ND FLOOR
970 S.F.
TOTAL
1634 S.F.
GARAGE
246 S.F.
LANAI
108 S.F.
ENTRY
98 S.F.
TOTAL SQ. FT.
2086 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 FACFn
R
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
(GARAGE / LIVING)
R-11/R-13 KRAFTFACED
(-A-) G.C. TO COORDINATE PLUMBING TO AVOID
�OJ CONFLICT WITH STRUCTURAL WD. COL._
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UNIT -A 1532
REAR ELEVATION - STANDARP__(STD
SCALE: 3/16" = V-0"
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 ASTM
C926 and ASTM C1063, 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. vertically/horizontally 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
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 manufacturers 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
f 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.
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 manufacturers recommendations.
REV. 09.24.21
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers signature and seal,
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General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
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 Exterior Covering 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 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. vertically/horizontally 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, info7mation 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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NON -VENTED SOFFIT
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SEE DETAIL 55/D-1 FOR
INFORMATION ON FIRE
BLOCKING @ EAVE
4:12
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C-4
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FIRE RESISTANT SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT
PLYWOOD LOCATION. INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION.
2
DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH
,r2 �2
FIRE RESISTANT I
NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT
NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT
NON -VENTED SOFFIT
PROFILE OF ROOF TRUSS
NON -VENTED SOFFIT -J BEYOND
7 7 L� 7 7 ROOF SHEATHING TYP.
M
7 7
7 SUB -FASCIA
EXTEND THE (2) LAYERS
OF 1 "THICK USG GYP.
WALLBD. LINER PANELS
OF 2-HR. WALL INTO
SOFFIT AREA
2 Hour Fire Resistant Soffit -
SCALE: 3/4"=V-0"
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 SQ. 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:
* LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT.
**Formula: (Sq. Ft. Sofrit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
FIRE CAULK EDGES
AT EACH SIDE-/----,
DBL. 1x PT NAILER
1/2" GYP.
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 Amt
(No Upper Ventilators
(Must Provide Upper Ventilators)
(Ft.)
Off -Ridge Amt.
Req.)
Total Ventilation
ATTIC
Provided by
SPACE
SQ. IN. of
SQ. FT.
Total SQ.
SQ. FT.
of
SQ. IN. of
ventilation to
Upper
Ventilators
ventilation
of vented
IN. of
vented
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 2.0 276.0
(Zone 2) 1 0.0 1 276.0
Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0
(Zone 3)
0.0 276.0
Upper Floor 0.0 0.0
(Zone 4) 110 106 15 53 4 26 0.0 0.0 0.0
Upper Floor 108 104 15 52 4 26 0.0 0.0 0.0
(Zone 5) 0.0 0.0
Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0
(Zone 5) 0.0 0.0
NOTIE*�
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
Design No. U905
Apri 09, 2018
Bearring Wall Rating - z MR.
NaMbikering Wall Ratinig - 2 HR
This daslgnwasa�aluatad singa load designmethad atherthari the Limit States Design Method [eg., Working Stress. Design
Method). Par jurisilictiors emplayina the Limit States Design Methad, such as Canada, a load restriction factarshall be used - 904N
Guide EKXUVor BXUV7
Indicatessruch ULar out. CertifirMlon mark fair lu rigillictloris amploying the ULercUL Certification (such
ascaniadai), eagpiacti�ely.
O.T.-
"77
11 -2 7-5� 'MIN,
J
7, v Y'
U,
33 1, '... .- ; - - 21-
"Yly
�4
Horizoli Section
1. Concrete Blacks* - V�ious des igns. Cl-ification D-2 (2 hr).
See Concrete Blacks category for list of eligible manufacturers.
2. Mortar - Blacks laid in full bad of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by
Cement VDILme). Vertical joints staggered,
3, Portland Cement StuCcoar Gypsum Plaster - Add 112 hr to classification If used, Where combustible members am
framed In W-lir PI -SW -ratUCc- Must be applied an the face opposite framing to achieve a max, Classification of 1-1/2 hr,
A"ched to concrete hloclk� (Item 1).
4. L.- Ma.o. ry Fill - If a 11 core ap.c.a are filled vilth loose dry expanded slag, expanded clay or shale (Rciany Kiln
Process), riater repellant ver-miculite masonry fill insulation, or silicon" treated periite loose fill insulation add 2 hr to
cla:501cation.
S. oamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
(Item 1).
ATLAS ROOFING CORP - "ZriergyStileld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShield CGF
Pro and EnergyShleld Ply Pro
CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHFATHE
FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation" and "Enverge ' CI Glass
Exterlot-Wali Inswlation�
HUNTER PANELS - Tyli.$)(6-Class A, Xcl 286
RMAX OPERATING L L C - '75X-8500% "Thermasheath-XP", "ECOMAXa", "Thernrasheath-3",
"Du-she.th-21"
THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Thet max Heiivy Duty Insulaticn,
7henmax Metal Building Board, Thermax While Fmis�h Insulation, Thermax ci Exterior Insulation, Thermax XAPMOR ci
Exterior insulation. Thermax IH Insulation, Therma. Plus Liner Panel, Th.rmx H-,., Duty Plus (HOP) and TUFF-RT.
Insulatio n
5,k Building Units -As an alternate to Items S. min, 1-in thick polinsocyanurate composite foamed plastic insulation
boards, nom. 48 by 48 or 96 rm
RMAX OPERATING L L C - 'Thermasheath-51', "ECOBASEci", 'ThermaBase-cl"
Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions am playing the UL or cUL Certification
(such as Canada), respectively,
Last Updated on 2018-04-09
2 HOUR 65 to 69 STC
GA FILE NO 0810 PROPRIETARY*
SOUND
GYPSUM PANEL PRODUCTS, STEEL H STUDS
Two layers 1" X24"PrOpfietary, type XgYp&UM panels inserted between floor and
ceiling runriers with steel H stud between adjacent pairs of gypsum panels,
(NLB)
A " 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 are covered with 6" wide battens of 1/2"
PROVIDE 2x BLOCKING Wl (2) 12d type X gyPSUFTI wallboard or full sheets of 1/2" type X gypsurn wallboard
NAILS EA. END BETWEEN screw attached to the steel components.
Sound t%ted with 2 x 4 stud Wall faced with 1/2" regular gypsum wallbo rd e ch `J I
TRUSSES a a
t e o Balsam y an 9 ass fibeir in stud space on both sides.
4'-0" FROM SEPARATION WALL. Height imitation 68 feet,
SOLID BLOCKING BETWEEN
TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2"(Fire)
PLYWOOD. BLOCK MUST BE Georgia-Pacific GYPSUM LLC. .......... So 11-a14" . (Sound)
"PITCH CUT" (SEE ELEVATIONS) ........ ..1"Den lassVShaftliner Approx Weight: 9.5 psf
TO PROVIDE AS MUCH CONTACT Fire Test WHI 496-1290,11-15-94;
AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 12uo4;
OF ROOF DECK. ALL JOINTS WH1495-1295,3-15-95:
AROUND BLOCKING MUST BE I WHt 495-0743 & 0744,
CAULKED WITH APPROVED FIRE 1-28 & 30-86;
CAULKING. ITS 3160814COQ-OC)Z
8-3D4W;
ULR2717,04NK03115,
R-1 8-04, UL Design U373
SEE PLAN Sound Test: RALTL10-291,8-31-10
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. 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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SYMMETRICAL
LOW ROOF / FLOOR FRAMING PLAN —
STANDARD (STD) & LAKE THOMAS
SCALE: Y4"=1'-0"
FL
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 1 112"
14- 16d x 3 1/2"
(2)HTA20
2430
9 - 10d x 1 1/2"
B
HETA16
1810
9 - 10d x 1 1/2"
HTA1 6
1870
1730
9 - 1 Od x 1 1/2"
C
H2.5A
700
615
10 - Bid x 2 1/2"
R77A
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 - 1 Od x 1 112"
F
HHETA20
2120
10 - 10d x 1 1/2"
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 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
(4) 3/4" x 6" WEDGE -BOLTS
J
HTT5
4350
3740
5/8" ANCH. / (26) 1 Odx1 -112"
HTT45
5795
5/8" ANCH. /(26) 1 Od x2-1/2
K
HD3B
3130
3050
518" ANCHJ (2) 5/8" STUD BOLTS
TDX2-TZ
3295
---
5/8" ANCH./ (2) 5/8" STUD BOLTS
L
VGT R/L
2225
1600
(16) 1/4"x3' SDS WOOD SCREWS &
HDU4-SDi wl (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 - 1 Old x 3"
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
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
990
850
14 - 10d x 1 1/2'
MTW12
1 965
1 810
14-1 Old x 1- 1 /2"
S
VGT - M*
4940
3555
(I (j) 1/4"x3" 6US WOOD SUREVV6 &
(1) 5/8" ATR EPDXIED w/ SIMPSON
T 1 (2) LGT3 16570-M 6960-Fl 4730-M 501 0-F1 & (8) 3/8"x5" TITEN HD (2 PLY) or
U
MGT -M*
3965
3330
(22)1 Old x 3" w/ (1) 5/8" ATR wit 12"
EMBED w/ SIMPSON "SET" EPDXY
MUGT1 5
4240
3730
(28) 1 Old 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 351 O-F
(32)10d x 3-1/4" SINKERS & (14) TITEN TURBO
(2 PLY)or(60) 10d x 3-1/4" SINKERS @ FRAME
LUGT2
3310-M 4040-F
2920-M 3560-F
(32)10d x 3" & (10) 114"xY DEWALT
SCREW -BOLT or (64) 10d x 3" @ FRAME
"X"
HTS 20
1415
1215
(1 6)-1 Od x 1 1/2"
HTW20
1355
1140
24-1 Old x 1 112"
spi
555
535
10-10dx3"
SPT22 1
735
1
1 8 - 10d x 3"
SP2
1010
605
12 - 10d x 3"
SPT24
1 1090
1
12 - 10d x 3"
HCP2
590
510
12-1 Old x 1 112"
HHCP2 1
680
1 595
(20)1 Old 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 AREAS & 24"
OC FOR CARPET AREAS
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 (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.
SPLICING 1 �102'
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING
SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-10" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW. TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
'ARRIER
2 PLY CARRIER—J —(A)
CONTLEDGER
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 HEIGHT5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE CATEGORY C
EFFECTIVE WIND PRESSURE AND SUCTION (PSF)
MCKI =!Ll 17,1017110 M17 HIP ROOF >20 TO 45 DEG.
VVINU ANrA k-1 V^Lu� 11 U
(SQ FEET) (-) VALUE DENOTES SUCTION
I a=4ft
AREA N'Jur- I ze 2n 2r 3e or
10 HIP -35.94 -49.57 -49.57 -49.57 t
GABLE -38.22 -38.22 -60.99 -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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3,3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (2 Y16) or 1%2" EXP. 1 (33/16)
TILE: lV32" EXP. 1 (3�116)
NOTE:
1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS
2. WHERE THE SHEATHING THICKNESS IS GREATER THAN `Y32", SHEATHING SHALL BE FASTENED
WITH ASTM F1 667 RSRS-03 10d (21/2"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 Wit 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,
[4:12]-[12:12]
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 seal is only for
the structural
engineering portions of the drawing pages bearing
Engineer's
signature and seal.
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SYMMETRICAL
NOTE:
• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS
• SEE SHEET 10 FOR BUILDING ROOF LAYOUT
SPECIAL CONNECTIONS I
[S-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
1875(1)PLY
1795 (2)PLY
10 - 10d x 1 1/2"
14- 16d x 3 1/2"
(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 1/2"
RT7A
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 1/2"
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
w/ (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) 1 Ddx1 -1/2"
HTT45
5795
5/8" ANCH. /(26) 1 Od x2-1/2
K
HD31B
3130
3050
5/8" ANCH./ (2) 5/8" STUD BOLTS
TDX2-TZ
3295
---
5/8" ANCH./ (2) 5/8" STUD BOL
L
VGT R/L
2225
1600
(16) 1ANX SIDS WOOD SCREWS &
HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SDS
WOOD SCREWS & (1) 51' ATR
---
---
M
VGT-F
4940
3555
IN
LUS26
1165/1150**
865/785**
8 - 10d x 3"
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
17 0/4095 **
1480/3520 **
30 - 16d x 3 1/2"
HUS28
2950/5090
---
30d -1 6d x 3-1/2"
R
MTS12
IVGT-M*
990
850
14 - 1 Od x 1 1/2" E:D:S::C::R
JW
MTW12
965
810
14-1 Cd x 1-1 /2"
S
4940
3555
(16) 1/4"x3" SIDS W 00 a
E
(1) 5/8" ATR EPDXIED w/ SIMPSON
T
(2) LGT3
6570-M 6960-F
4730-M 501 0-F
& (8) 3/8"x5" TITEN HD (2 PLY) or
(52)16dSINKERSO RAME
'
M�l
3965
3330
(22)1 Old x 3" w/ (1) 5/8" ATR w/ 12"
EMBED w/ SIMPSON "SET' EPDXY
MUG T15
4240
3730
(28) 1 Old 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 x 3-1/4" SINKERS & (14) TITEN TURBO
LUGT2
3310-M 4040-F
2920-M 3560-F
(32)1 Od x 3" & (10) 1ANY D EWALT
(2 PLY) or (60) 10d x 3-1/4" SINKERS @ FRAME
SCREW -BOLT or (64) 1 Od x 3" @ FRAME
"X"
HTS 20
1415
1215
(16)-1 Old x 1 1/2"
HTW20
1355
1140
24-1 Od x 1 1/2"
Spi
555
535
10 - 1 Od x 3"
SPT22
735
8 - 10d x 3"
SP2 1
1010 1
605
12 - 10d x 3"
SPT24
1090
12 - 10d x 3"
HCP2 1
590 1
510
12-1 Od x 1 1/2"
HHCP2
680
595
(20)1 Old 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
a=4ft
GABLE ROOF > 20 TO 45 DEG.
[4:12]-[12:12]
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 (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, (6) 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. 1 OR 2 PLY CARRIER—J
x C L
r55��
SPLICING / 2 x CONT LEDGE
TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING
SPLICING.
MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION.
NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS
(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM
BELOW, TYP. AT INTERIOR BEARING U.N.O.
(A)
OR 2 PLY
ARRIER
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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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JOB NO: 23-04725-04730
SCALE : AS NOTED
SHEIET NO.
10.1
SEE SHEET D1 FOR
ROOF FRAMING
DETAILS
I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND
RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft
WIND SPEED (ULTIMATE) 140.0 MPH
WIND SPEED (ALLOWABLE) 108.4 MPH
EXPOSURE CATEGORY C
rr:r:rr'Tft/[: WIND PRESSURE AND SUCTION (PSF1
WINDAREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG.
(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12]
a=4ft
mr1r-M muur* I ze 2n 2r 3e jr
10 HIP -35.94 -49.57 -49.57 -49.57 1
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7� I
[ GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 1
ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):
ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD
ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD
ZONE 3, 3e, 3r: ASTIM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O�C IN FIELD
ROOF SHEATHING:
SHINGLE: Y16" EXP. 1 (24/jr,) or IY32" EXP. 1 (33/16)
TILE: 1V32" EXP. 1 (3�116)
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 IV32", SHEATHING SHALL BE FASTENED
IA/1'rU ACMA CICO'7 MCIM11 00 1AA ')I/" rN 1')111 KJAII C1 t-NQ ACI�" IC07 MCIMCI AA 0" 1�nll KIA11
- k x . I F - k X . 0
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: Y4"=1'-O" CCA 09/24/2020
DROP HIP DETAIL.
2-0-0 MAXiUM SPACING ON VERTICALS OF (B) TRUSS
T1— -
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T1— -
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
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
corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
zh, DUPLEX OUTLET ABOVE COUNTER
Fff
1 42� WEATHERPROOF DUPLEX OUTLET
rK:;1'W P.
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
3:� 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
lcl�
EXHAUST FAN/LIGHT COMBINATION
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)
FT v] 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
(1) PHONE LINE, (1) DATA PORT
3" VTR
3" VTR ji�
JIL
OPT.
LAV
r LAV
L"v
JHANSON I
BOX I
3
W/C
LAV
S SHOWER
.j HOWER
TUB/
W/C SHOWER
---_217Q�
STUDOR
VENTTDBL SINK
L7_j W1 DISP.
LAV WIC
PLUMBING RISER,
SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC
TO BE VERIFIED WITH PLUMBER
LOAD CALCULATIONS
-
UNIT -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
AT 960 WATTS
1
960
-DISPOSAL
HEATER AT 5500 WATTS
1
smo
-WATER
DRYER OUTLET AT 5000 WATTS
1
5000
AIR HANDLER UNIT AT 1200 WATTS
1
1200
RANGE AT 8000 WATTS
1
8000
AT 1200 WATTS
1
1200
-MICROWAVE
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: 133
PROVIDE 150 AMP SERVICE
Optional Overhead Service 200A
Same As Underground Indoor Panel
150 Or 200 Amp Service Center
1��P Serial Cable
NEMA
3R
Power Co. Feed ---- 1-1 L #4 Solid COPPER Ground
C.O.
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.
ro
-------------------------
OUTDOOR LIVING
<A\ /^>
INSTALL LIGHT
ROUGH -IN
FOR OPT.
FAN/LIGHT WP
GFI
1 117%
(2)GFI
M I
DINING
KI TCHEN)
F — — —
— — — GFI_d
SWITCH FOR -
DISPOSAL IN CAB
UNDER SINK
GREAT ROOM
>ROUGH -IN\
FOR OPT '
FAN/LIGHT
=0
ooll
W
FOYER <_
DB
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ENtRY I Wpo—
L I GHT AS (!?)��G F I
PEF R SPEC :S
'S
DB & GFI TO
—7
BE ALIGNED
VERTICALLY
LU
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H
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GARAGE
GARAGE
LIGHT AS
TER SPECS
GARAGE
DOOR
GFI
r- — —
— —
— — — — — — — — — — — --
Z W
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COACH LIGHTS
OR PREWIRE AS
PER SPECS
DISCONNECT
1ST ELECTRICAL - UNIT -A 1532_
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
L
2ND ELECTRICAL - UNIT -A 1532_
SCALE: Y4"=V-1)"
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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
Ronda Building Code
-
Residential
7th Edition, Engineer's 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 23-04725-04730
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 I
OF FIXTURE TO BE USED. LIGHT OPT.
FIXTURES SHOWN ARE FOR LAV LAV
L'�'v
LHANSON
LOCATION PURPOSES. OX
BOX
3"
W/C
LAV
SHOWER
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 smokelcarbon 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
FE5`__W.P.
WEATHERPROOF DUPLEX OUTLET
I /—\
P;EFG.F.I.
GROUND FAULT INTERRUPTER DUPLEX OUTLET
1 4:)
rwl--
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
3:�
CEILING MOUNTED LIGHT FIXTURE
77-N
N—A
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
MQ
ELECTRIC DOOR OPERATOR (OPTIONAL)
[CH]
CHIMES (OPTIONAL)
PH
PUSH BUTTON SWITCH (OPTIONAL)
F0
PUSH BUTTON SWITCH - DOOR BELL
@
SMOKE DETECTOR
SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT)
TELEPHONE (OPTIONAL)
USB
TELEPHONE/USB (OPTIONAL)
FTV1
TELEVISION (OPTIONAL)
FTV] 2
(2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F.
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
-MI7-j
DISCONNECT SWITCH
ROUGH -IN FOR OPT. CEILING FAN
CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR
OPT. CEILING FAN
GG)
(1) PHONE LINE, (1) DATA PORT
TUB/
W/C SHOWER
OUTDOOR LIVING
STUDOR C.O.
ULU'�' DBL SINK
DBL SINK < >
VENT W1 �P INSTALL LIGHT
W1 DISP. ROUGH -IN
2t]
FOR OPT.
LAV WIC �3 WP
WIC 3" FAN/LIGHT GFI
�,2"j 1 lom
KW
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
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
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
1 5200
TOTAL: 31878
LOAD WATTS --- 240 VOLTS
AMPS: 13:
PROVIDE 150 AMP SERVICE
Optional Overhead Service 200A
Same As Underground Indoor Panel
150 Or 200 Amp Service Center
�E T EOR MA N
F 1 0-2 0 A P Tr ,--Serial Cable
3R
Power Co. Feed 1-1 [ #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.
DISCONNECT
1ST ELECTRICAL - UNIT-C 1624
SCALE: Y4"=1'-0"
DEDICATED
RECEPTACLE FOR
MICROWAVE
RANGE HOOD PER
— SPECS
F__
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.
— — __1
2ND ELECTRICAL - UNIT-C 1624
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drawings comply with the 2020
Florida Building Code
-
Residential 7th Edition. Engineers signature and seal
is only
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MATERIALS
fc precast lintels 3500 psi.
Vc prestressed lintels = 6000 psi.
§routed per ASTM C476 f g = 3000 psi w/
4baximurn 3/8" aggregate and 8" to 11 " slump.
Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
fRebar per ASTM A615 Grade 60.
Prestressing strand per ASTM A416 grade
270 low relaxation.
7/32 wire per ASTM A51 0.
&ortar per ASTM C270 type M or S.
GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L/1 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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16 GAUGE POWERS
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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1ST FLOOR LINTEL PLAN
SCALE: 3/16"=1'-0"
SYMMETRICAL
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drawings comply with the 2020 Florida Building Code -
Residential
7th Edition. Engineers signature and seal is only for
the structural
engineering portions of the drawing pages bearing
Engineer's signature and seal.
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENTINSECT
INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANYWITH 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 0/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
81 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 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 61TMS 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)
SHOP DRAWINGS:
1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1. DEADLOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 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 L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3,
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4.1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
C-I-P CONCRETE EXPOSED TO EXTERIOR:
C-I-P CONCRETE NOT EXPOSED:
GROUT FILLED MASONRY:
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
EWAN
3"
2"
1 Y2"
Y4 "
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksl
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.C. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W1 (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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
ANSI/TPI 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 W/ 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 8 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 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1.
MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF
4.8.2.
ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020)
RESIDENTIAL SECTION R318.
4.8.3,
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be 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/s
,Trinkler systems including all risers and
-0" of the building side wall.
spray hea s shall not be installed within 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final 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 subse n installation of tra S,
P,eure '
etc., shall be made with permanent metal or plastic forms. manent forms must Ee
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-Ul.3111
e �e� bC a
aocrete overpoVr and mort r along the foundation perimeter
must re 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 landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
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 4'4'
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'S HOP 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 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
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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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METALLATH
16GAxl-1\2" LONG (3/4---l" CROWN)
... ....
......... ...........
.......
..
1.1i *
...... .'.*....
1:0
.. .......
. ......
...........
......
WALL SHEATHING
MAX.T. 16GAxl-1/2" LONG (3/4"-1--
STAPLES @ 6" O.C. VERT BETWEEN
CROAN) STAPLES @ 6"
STUDS (NOTED THUS:—) - OFFSET
O.C. VERT INTO STUDS
STAPLES BETWEEN STUDS AS SHOWN
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 3/4" V-0"
*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
"ONLY APPLIES TO LENNAR TPA/JAX**
101-01,
TANK -LESS W/H
CORNER OF
HOME H C G
GARAGE SIDE 0 0 0
U)
<
51-0"
0
STUB -OUT FOR '1 1 1
-011
9
GAS METER 0 0
9 0
N
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - -
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
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.
8'-6"
(2) 16d TOENAILS
2" X 8" @ 24-1 O.C.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12" @ 24" O.C.
1154"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
L
=TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
_So T H ERN YELLOW PINE, 55 PSF LOADING
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
1
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 118" 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
2x—+ 5/8" or 3/4" wood panel
1- 1 /8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x lumber
Double 2 x lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL STD. 90' HOOK BOND BEAM
F
Cn
uJ
00 CONT. #5
STD. 9
CONT. #5 BAR
BAR HOOK 7
7
r 'LL ":LL
STD6 90.
HO AK
#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
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJ I TO BE CUT TO ALLOW
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
STUDS
above to be W.
aring belo
SECTION @ INT. BRG. WALL
N.T.S.
1/8" min. Small gap 2" min.
2" m "
. 4
max.
Clinch
nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
ight fit
2) Block solid between joists for full length of span. T
3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
2x4/Plywood/OSB web stiffener 2" min.
4) Place joists together and nailfrom each sidewith 2 rowsof 10d nails 4" max.
required when indicated or
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)/8" GAP @ TOP sides by 6". Hangers with sides not containing
WEB STIFFENER
top flange of joist.
Birdsmouth cuts. N.T.S.
DOUBLE JOIST CONNECTION
Under 2nd floor column wl loads
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 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.*
v'
k
consideration. Check
local building
code for appropriate
details in
One 1 Od box
areas=20 of high
or=20 sinker
lateral load.
nail each side
at bearing.
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
Glulam Beam
Boise Joist Blocking
i r i i nrn nAilq At R" n r.
Q�� Provide adequate bearing
for each lapped joist.
1 Od nails
SECTION INT. BRG. WALL
(U—)
N.T.S.
MINIMUM SPACING 2x GREATEST
KNOCKOUTS) ALLOWED
D DIMENSION OF LARGEST HOLE
IN BEARING ZONES
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges
'se,
)tch\,t
Web Stiffener Fastener Schedule
Joist Bearing Location
Series 1 Depth End Intermediate]
BCI 5000 S�D
9-1/2"
2-8d
2-8d
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
@
BC16000s'
BC16500s@
9_ 1/2"
11 -7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60se
11 -7/8"
2-8d
3-8d
14"
2 8d
S
5-8d
16"
24-�8d
6-8d
BCI 90so
11 -7/8"
3-16d
3-16d
14"
16"
6-16d
6-16d
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer = 1900 plf max. along bearing wall
Required on interior walls for vertical load transfer _T��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
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
7 - 7j
he
13/4
Use 1 0dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
nrv.
lor-4m
A ROUND HOLE MAY DO NOT CUT HOLES
611 6"
BE CUT ANYWHERE IN LARGER THAN
THE WEB. PROVIDE AT ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2"
7=
'00''i"I WINE,
Anly 16 -joist
S an (ft)
- - _ P.
-120
8
V-0`
T-I"
1'-2'
V-2"
1 �-3'
1 �_31
1 1-71
1 1-11 V
2-4'
2-9"
3-2'
3-7'
12
I -a'
V-1
T-Z'
V-2"
T-
11-9*
2-41
1.
2-11
3-7'
4-Z'
4'-g*
94"
1161
V_a,
11-1
1'-Z'
1 �-2"
7
1
2-6'
3-2'
3-10"
4-9'
6-7'
6-4*
7-2'
1 I -a'
I I �-1
I'-Z'
V-2"
2-a'
3-0"
4!-U'
4!-10"
6-11"
6-11"
7�-11"
8!-11"
124
11'-0"
1 V-1
1 V-2",
1'-3'*
2�-S'
3-7*
4!
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. %" 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 %" 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.
N.T.S
Joist hanger
SIMPS(
w/ (22) �
NAILS I
5/8"0
THRU
BOLT
SIMPS(
w/ (22)
NAILS 1
R TRUSS
'OP PLATE
I.0
TYPICAL SIMPSON MGT TO
BUILT—UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)FFASTENERS
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
0 4
. e. -
FOUNDATION INFO 4'
STEM FOUNDATION
Fill
r bl
k. GRADE
Nail with
10-10d nails.
Backer block required where top
TE M
-OR
JFO
REINF. SEE PLAN
mount hanger load exceeds 250 lbs.
:IT--
�E
I 7r
Install tight to top flange.
1/4"-2" gap_�_
AF,
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" gap at bottom of top
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
requirements
0 6 X Joist
D Vdepth
- -
I —JOISTS BUCKETS
N.T.S.
(2) #5 REBAR
A/C CHASE 4" PVC
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
0 (WHEN
SIMPSON H10A
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT = 1015#
TYPICAL SIMPSON H10A
INSTALLATION
D1 51 10A .0
X1 1 /2'
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION�
12" BELOW
GRADE
1,ffl,1\4
PLUMBING LINE
PVC OR SCH40 SLEEVE
4
K � 41 11=11 FI,,
SEE FND. PLN 1
SIZE & R��
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0"
CENTERED @ PIPE
PENETRATION
PVC OR SCH40 SLEEVE
PLUMBING LINE
I
L
4
04
4
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
4 4<
4
4
4
SEE FND. PLN.
SIZE & REINF.
C=
C-i
r—
—C4
C_:,
co
If
—2
C,
E
C,
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<V
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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-2x BLOCKING HORIZONTALLY@
2x #2 SPF STUDS
-\
INTERVALS NOT EXCEEDING
/
@ 16" 0. C. W/ (2)
10'-0" (R302.1 1)
7��
FOR UNDERLAYMENT
16d TOENAILS T & B
REQUIREMENTS SEE R905.1.1
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
PRE ENGINEERED WOOD
APPLICABLE.
TRUSS @ 24" O.C. U.N.O.
2x P.T. PLATE
1/4" DIA - X 3 1/4" TAPCONS @ 24" O/C &
ROOF FLASHING AND ROOF FLASHING
HURRICANE ANCHOR @ EACH
@ 6" MAX FROM END OF 2 x PLATE
COMPONENTS TO BE IN ACCORDANCE
TRUSS (SEE UPLIFT SCHED.) W/
(2) #5 CONT. ON 3"
6 x 6 W1.4 x W1.4 Q!!
w/ R903.2, FLORIDA BUILDING CODE
METAL PL. UNDER EA. TRUSS
CHAIRS (TYP.)
WWF OR FIBERMESH
7TH EDITION (2020) RESIDENTIAL
MOISTURE BARRIER
A
9
SHINGLE ROOF, SHINGLES TO
BE IN ACCORDANCE w/ ASTM
D7158-CLASS G or H, or ASTM
TI[;- I r= I
D3161-CLASS F, IN
12
ACCORDANCE w/ TABLE
7FTY-P.) I ARIES
V
R905.2.6.1, FLORIDA BUILDING
CODE 7TH EDITION (2020)
MR. M
-7
RESIDENTIAL
ROOF SHEATHING - SEE
INSULAFION LE
SCHEDULE - [RSH) - ON
TYPICAL INTERIOR BEARING
FRAMING SHEET FOR
SHEATHING AND FASTENERS
WALL w/ OUT UPLIFT G�
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
(ZI I
ELEV. VARIES41ilk
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_/
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
FYPE 'IS" MORTAR
ARCHITECTURAL
FINISH
1x2 FIT WD FURRING @ 24" O.C.-/
1/2" GYPSUM WALLBOARD
U.N.O.
(1) #5 VERT. IN FILL
CELLS(SEE
FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
MIN. 2500 PSI CONIC, SLAB
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
U)
/ TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
CONCRETE SLAB W/ 6X6
LU
/-NOTE:EXTEND
WlAXW1.4 WWF OR
DECO FINISH 4" to 6"
TIBERIMESH"
BELOW GRADE
�H.
E
C14
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00
6 M IL VAPOR :11 E
0?
z
BARRIER 4
C14
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D 1557)
3" MIN. CLR.
(2) #5 REBAR CONT
ON 3" CHAIRS TYP.' V-4" �(1 STORY)
STD. 90 HOOK (SEE
U.N.O. 4" V-8" (2 STORY)
DETAIL)
TYPICAL WALL SECTION
KA
SCALE: 3/4" = V-1)"
� �3
OPT: DEPRESS SLAB 5 Y2"
DEEP AND 6" BEYOND -
DOOR TO RECEIVE
PAVERS / DRIVEWAY
CONCRETE SLAB
PAVERS---N
8"x8"xl 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
GARAGE SLAB AT STEP
SCALE: 3/4"=V-0"
2x S.P.F. S DS 16" O.C.
-4=
2x STUD
LOAD BEARING OR
EXTERIOR WALL
C.M.U.
1 "x P.T. STUD
#5 VERT. IN FILLED CELL
SEE CC/S3 OR CN
G/S3 FOR ANCHOR
BOLTINFO.
5/8"4" "J" BOLTS BOLT
(IF NO UP LIFT ON
@ 24" O.C. VERT. OR
WALL SEE GG/S3)
5/8" x 6" EPDXY BOLT OR
(6) 1/4"x3 1/4" TAPCONS
*SIMPSON SP1
SPACED EVENLY
w/ (10) 1 Od NAILS
2x P.T. PLATE
TYP.
ASSUMED FINISHED
�GRADE
MONO OR STEMWALL-1
FOOTING MONO SHOWN
FOR CLARITY
00
NOTE:
*FOR BEARING WALL
W/ UPLIFT ONLY
FRAME WALL TO C.M.U. WALL CON NECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"---.,
z 4
GRADE
00 11 1 F--1 I I -I I I
(1) #5 REBAR w/ OPT.
=SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" � S3
BLOCK WALL BEYOND EXPANSION JOINT - BLOCK WALL BEYOND
14" O.H.D. RECESS 13" O.H.D. RECESS
4 .
rT
0? 0?
, -71TA
SEE A/ S3 OR J/S6 'I L11F, V-11,-FLIJI :F, 91-1-1:1: FILI-I ----
FOR REINF. INFO. L 3" MIN. CLEARANCE
1'4" (1 STORY) / 1 �4' (1 STORY w/ DEPRESSED SLAB OPT.)
118" (2 STOR�')
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION.
SEE A/S3 OR J/S6 - - I U 7T-11 �I �71 14 11 =, �ij -1 Jr-, I, -
FOR REINF. INFO. 3" MIN. CLEARANCE
V4" (1 STORY)
V-8" (2 STC!RY)
GARAGE DOOR SLAB RECESS ri
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
ADDITIONAL INFORMATION.
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
-IVAF- -7VA I-
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP, TYPE "X" @ BLOCKING @ 12" O.C. 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.
TOP PLATE S.P.F. DOUBLE
CO
TOP PLATE
SIMPSON SP2 w/
(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S " P. F. (OR EQUAL) STUDS @ 16" O.C.
1/2" CDX PLYWOOD OR 7/16" 0 S B, (12) 10d NAILS U.N.O.
SHEATHING REQ'D. FOR ALL . . . ,�2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ V,-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 U-101" (R302.1 1)
INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24"
SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
5/8" x 10" "J " BOLT @ 24" 0 ' C ' W/ IF NOTED, THIS REFERS TO THE
2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
ELEV. U-10" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
;(j
@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS ----7 / ]/211 WWF OR FIBERMESH
Z 3 1/2" MIN. 3 1/2" MIN.
ELEV. 4-3 1/2"
,*0
A.F.F. U I F
U- EE+
Ae I I III III I r
M.- -
lim -
C:) 1'3 1/2"(min.) 1/2"(min.)- 4"
C14 t.
4 = I = 03
-1111 1 ITNI I IT-1 I M
00 C31'12"(min.) - 4:' 1 .1 (3 1/2"((min..). - 4'
(2) #5 CONT. 1 1'4' 1 1111 8"
U.N.O. MIN.
TYPICAL BEARING WALL (@ STEP 0) SHEARWALL
"SHEAR WALL" SCALE: 3/4"=V-0"
GO
"A" -ISFI--11
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STLIDS@ 16" O/C
\pps
INSULATION PER FBC AND ENERGY
FORM SUBMITTED WITH PERMIT
2x BLOCKING HORIZONTALLY@ APPLICATION
INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
1 U-13" (R302.1 1) f�- LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" ELOW 90 HOOK DETAIL
PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
FIBERMESH
WEEP SCREED INSTALLED
BAR
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
GRADE 40 MIN. Fy= 40ksi
#3 & #4 LAP SPLICE
1>
FINISH GRADE 80
[GRADE 60 MIN. Fy= 60ksi)
25" MIN. LAP [30" MIN. LAP]
60
6 MIL VAPOR
7 7 7 7,
R 17/8"
q
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lit.
COMP. SOIL. (COMPACTED 0
95% MODIFIED PROCTOR ASTM
D1557)
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
0101, 0 CONT. BEAD SEALM
A INTERIOR
-3 1/2"
A.. A 4 .
CONCRETE NAILS W 1 1/2"
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE S
<d
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BARRIER
14" 14"
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SCALE: 3/4"=V-0"
=0
(2) #5 CONT. 5 4"
U. N. 0.
TYPICAL BEARING WALL @ STEP (*CC
SCALE: 3/4"=V-101" �� S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2"x PLATE
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SCALE: N.T.S.
FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD FOR TRUSS
AT 24" O.C. MAX. CONNECTION INFO
SEE PLAN FOR t-�, & LAYOUT DESIGN
TOP OF BEAM 'V
SEE ROOF PLAN
=00
(2) HTS20 FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
z ATTACHED PER NAILING
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SEE PLAN FOR STRUCTURAL
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SEE DETAIL 161D1 FOR
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CONNECTION INFO.
SECURE 2x4 P.T. BTM. PLATE
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O.C.
GARAGE
ATTACHMENTS & 18/D1
��-1/2" GYPSUM WALLBOARD U.N.O.
FOR COLUMN TO BEAM
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OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
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SLAB STEP & RECESS S.G.D.
SCALE: 3/4"=V-101" � �3_
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TOP PLATE SEE
PLAN
1/2" MINIMUM CEMENT FINISH
(2) 2x HEADER TO SIT
2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE
SEE PLAN FOR HEADER—\/, ///-SEI PLAN FOR SIZE THREADED 3" DIA. EXTENSION
CONNECTION SCREW OFF CAP (3" DIA.)
�to
FOR CLEAN -OUT
-----2x DEAD WOOD @ MID
POINT w/ (3) 12d
MIN. EXTENSION FROM
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
7 5/8" 8" 7 5/81, 8"
A —
7 v
-SOLIDAREASARE
7 5/8" 8"
TONEAILS SPACED EXTERIOR FACE OF BLOCK
TEEL AND G
OUT
DOUBLE 2x TOP EVENLY El
PLATE WALL IS 1 1/2" MAXIMUM 11
INTERIOR
HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR
WALL
FACE OF BLOCK WALL IS 2 1/4"
, I
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
____(2) 2x HEADER
PER PLAN
2xBOTTOMPLATEW/(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
(TYP) 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 W1 (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W1
STUDS @ 16" O.C. W/
SIMPSON SP2 w/ (12) 1 Od
(3) 1 Od TOENAILS T&B
NAILS AT EACH STUD AS REQ'D
2x BLOCKING @ MID
=--,----,POINT EVERY OTHER
STUD W/ (3)
CRICKET AS REQUIRED —\
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 W1 (10) 1 Od
U
NAILS AT EACH STUD
2x P.T. PLATE
L//
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
/ I
-
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.
- -
CL
DOOR OPENING DOOR OPENING
—Ai
TO DRAIN
EXTERIOR
WALL
WALL CLEAN -OUT rA
SCALE: N.T.S.
1STCOURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
REFER TO WINDOW PRODUCT APPROVAL
COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE
SHEETS FOR INSTALLATION INFORMATION BY
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MANUFACTURER.
rD
TYPICAL SECTION THRU WINDOW KB MASONRYLAYOUT
SCALE: N.T.S.
KNOCK -OUT),--\
5 NOTCH LINTEL WHERE REQUIRED
BLOCK W1 (1 FOR CONCRETE PLACEMENT 7
�L
t 8" STD. 9CrHOOK��_
LINTEL BEAM W/ (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
717T
LE
L___j
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 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 MATERIA
0
Uj
>
FORM CREATES CONCRETE RECESS TO
\_ RECEIVE GARAGE DOOR AND TO ALLOW
2x4 (NOM.
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
MOUNTING BASE SHOWN
IN POSITION GARAGE ENTRY FORM DETAIL
2X6 MOUNTING BASE
GARAGE DOOR
8x8x16 C.M.U.
GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
96 3/8"
71
58"
41
34"
d3 1/2"-
SCALE: N.T.S.
TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
4
POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B�
TO BE 2" ABOVE FINISHED
BLOCK WALL, RECESSED SPACE GARAGEFLOOR.
FOR GARAGE DOOR AND WATER
SHEDFORW
ARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
VID
2x CRIPPLES @
16" O.C. W1 (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
1 Od x 1112" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2X8 WALL)
1 Od NAILS@ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
2 x 6 P.
J-BOLT
TRACK
BRACKET
rop
iARAGE
iOOR
MOUNTING ANGLE
W/
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
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
9'-16'
(3)
(4)
2)
(4)
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
REQUIRED CONNECTION
SEE FLOOR PLAN NOTES FOR
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:
2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
o EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
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 NIS4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE
BEARING WALLS NOTED
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S. � �4
SIMPSON SIMPSON
SP2
SP4
2X STUDS @ 24" O.C.
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
12
(TYP.) SEE ELEV.
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR (SEE
SCHEDULE)
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W/
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIERZ�
TRUSS BOTTOM CHORD OR 2x4
1/2" EXTERIOR GRADE SHEATHING
CRICKET AS
BLOCKING W/ 2-16d TOE NAILS
@ EACH END
FASTENED TO TRUSSES WITH 8d
REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8"
BLOCKING
A
Lu
O/C FIELD
2x TOP PLATE
\:2-16d
2X4 PT STUDS @ 16" O.C.
NAILS @ 24" O.C. OR
(2) 2X4 PT STUDS UNDER HIP
EQUAL TO TRUSS BOTTOM
CARRIER/GIRDER TRUSS
CHORD OR BLOCKING
SIMPSON HETA20 wl (8) 10dxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
2x STUD @ 24'.
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
L
O.C. MAX.
PROVIDE P.A.F. NAILS OR
IN KO BLOCK AT EA. STUD
7/
MAIN SPAN
2x P.T. PLA TE
EQUAL @ 12" O.C.
MOISTURE BARRIER
ROOF TRUSS
SEE A/S3 FOR
STAGGERED FROM BOT.
UPLIFT CONNECTOR
REINF. INFO.
PLATE TO CONCRETE
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
1
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL--- H I
W/ STD. 90' HOOK IN K.O. BLOCK
v
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N3.S.
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
SPLICE STAGGERED
10d @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W/ IA� 16d TOENAILS
T076PPLATE
NOTE:
BOTTOM SPLIC
PLATE LENGTHS MUST BE
OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL
SCALE: N.T.S.
F= 2240 LBS
SIMPSON rc
P.T.
ATE
SP2
SIMPSON
1 O
ST
M�
TRANSOM FRAMING
SEE SECTION J/SS
AND K/SS FOR
ADDITIONAL DETAILS
RECESS
LINTEL
\\-NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
spi
SIMPSON-
SP4
2X8 P.T. BOTTOM PrTE
SIMPSON SIMPSON C
SP4 SP2
NAILED INTO
TRANSOM
FRAMING
SIMPSON
spi
SIMPSON
SP4
RECESS SIMPSON
LINTEL SP4
\-5/8 x10" "J" BOLT @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
SIMPSO
N
SP4
"
2X8 P.T. BOTTOM
PLATE
L5/8"x10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
TYPICAL INTERIOR NON -
BEARING WOOD FRAME WALL/` j
P4
2X TOP PLATE
OVERLAPPING
NAILS @ 6"
%GGERED
O.C.
3OLTS @ 24
kX
2X P.T. PLATE
SCALE: N.T.S. �4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
(5645# SPF)
(6970# SPF)
G (9335# SPF)
N. 8"
:)OXIED A.T.R.
& NUT
'OXIED A.T.R.
t & NUT
DXIED A.T.R.
t & NUT
C
ROOFTRUSSABOVE
2X BLOCKING
-(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
518"X1 0" J-BOLTS
@ 2-101" O.C.
'MASONRY WALL
1 Od NAILS@ 4
STAGGERED A 1 Od NAILS @ 6" O.C.
STAGGERED
TRANSOM FRAMING
BEYOND.
-PLYWOOD FASTENED TO TRUSSES r - - - - - -
WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD
O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING
& 8" O/C FIELD
L
SIMPSON SP4 w/ (6) 1 Od x 1 12"
(USE SP6 FOR 2x6 WALL, USE
�—PLYWOOD
SP8 FOR 2x8 WALL)
SHEATHING
SIMPSON SP2 wl (12) 10d NAILS MASONRY-
5/8"X10" J-BOLTS @ 24" O.C.
SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
_j 5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY
REV. 06.24.22 SCALE: N.T.S.
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Engines rs signature and seal.
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W/
(4) 1/4"xl 1/2" SIDS
SCREWS
TO BLOCKING &
1/4"X2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
FASTENERS. (MIN. FIRST 4 BAYS)
SEE STRUCTURAL NOTES AND NAILING TOENAILw/
SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---�
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEA-THING
AND FASTENERS. (MIN. FIRST 4 BAYS)
UNSUPPORTED,
IF >9" SEE 1 O/S5
BACKNAIL w,/ (2) 16d NAILS
2x4 #2 SYP BLKG @ 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 1 O/S5 MAX. 9"
BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
t7 SCHEDULE FOR SHEATHING DETAIL
'v IF
45'±
41'±
/1,
3-
45'
SEESTRUCTURAL
NOTES AND NAILING
2x4 CR08
BRACE
SCHEDULEFOR
APPROX. 8" FROM
SHEATHING DETAIL�//
2x4 KICKER
2x8 SYP#2 1" BRACE TO
RIDGE FASTENED AT
@4,KI SKER
8 _O�O/C
@ 8'-0" O/C.
EXTEND AT LEAST 90% OF
EACH JOINT W/(3) 10d
1" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
& (2)10d TOE NAILS @
/r
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON 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)1 Od TOE NAILS @ EA.
BLOCKING
7/16" OSB SHEATHING
END
1 '\- GYPSUM WALL BOARD
ATTACHED W/ 1 Od
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
7
OSB SHEATHING ATTACHED
I
1 OdXT' @ 3" O/C
CORD ATTACHED W/ (2)16d TOENAILS
w/ 1 Od NAILS @ 6" O.C.
In
THROUGH CHORD
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
INTO 2"x6" P T PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
NAILING SCHEDULE FOR SHEATHING�
DETAIL
x
"k 2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od
2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS@
IF >9" SEE 10/S5
MAX. 9"
UNSUPPORTED,
FROM RIDGE FASTENED AT
EA. END
�tl
I#t
1" BRACE TO EXTEND
EACH JOINT w/ (3) 10d & (2) 10d
(NOT REQ�D WHEN
AT LEAST 90% OF WEB
TOE NAILS @ EA. END
GABLE IS 4'-1 "OR
LENGTH (SEE TABLE)
2x FRAME WALL (SEE WALL
SHORTER)
G ABLE TRUSS
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
1/2" CDX PLYWOOD OR
1/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
NAILS —
-,NAILS
ATTAC H E D w/ 1 Od NAI LS
W/ 10d NAILS @ l O.C. EDGES
TRUSSES FROM EA.
I *1
@ 6" O.C. EDGES AND 12"
AND 12" O.C. FIELD
END TYP. T OP&
\ \\
\
O.C. FIELD
BOTTOM ATTACHED
N
\
(2) 16d NAILS
W/ (2) 16d TOENAILS
"I
--2x4 "T" ON TOP OF PANEL
�
2x4 "T" ON TOP OF PANEL BLOCKING�l 2x4 PANEL BLOCKING @ FOR
2x BLOCKING 11 BLOCKING, FASTEN WITH
2'4" P.T. SILL NOTCH "L" BRACE HERE
WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
.
.
48" O.0
FASTENWITH 10dx3" @4" O/C SPACED 2x4 "T" ON TOP OF PANEL
1/2" x 8" "J" BOLT @ 48" O.C.
INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 l w/ 1/4"xl 1/2" SDS SCREWS TO
@ 48" O.C. BLOCKING, FASTEN WITH
SIMPSON META12w/(7) 10dxl 1/2" NAILSAT6'-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"1 SDS SCREWS TO PLATES AT 24" O.0
"
" "
"
"
"
1 Odx3" @ 4" O/C zz
I. zt
MOISTURE BARRIER
1/2
x 8
J
BOLT @ 32
O.C. MINIMUM 6
FROM
M
_�
O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-- GABLE WEB SECTION 2�
1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE 1\15� SCALE: N.T.S. 1\15�
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
REFER TO DETAIL J AN D FASTE N E RS. (M I N. F I RST 4 BAYS)
CO x
X-BRACING, AND TOP SEESTRUCTURAL
ON SHEET S5 FOR
NOTES AND NAILING
CHORD BLOCKING
00 00 A
co �1 -
INFORMATION SCHEDULEFOR I
SHEATHING DETAIL BACKNAIL w/—/
1A.
2 (2) 16d NAILS
co
WOOD TRUSSES It
00 00 2"x4" CROSS BRACE ----
APPROX. 8" FROM
2X4 RAT RUN BRACING RIDGE FASTENED AT
AT 24" O.C. ON TOP OF EACH JOINT W/ (3)
BOTT. CHORD FOR 4
10d & (2) 10d TOE
TRUSS SPANS NAILS @ EA. END
ATTACHED W/ 2 - 16d
2x4 PANEL BLOCKING
AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
@ 48" O/C FOR THE KA(2) 1 6d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
2X4 BLOCKING @ 24" FIRST (4) ROWS OF
(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
O/C W/ (2) 16d TRUSSES FROM EA. I
TOENAILS @ EA. END NOTES: END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
OF THE COLUMN - - - -
MASONRY WALL (SPACE AS SHOWN FOR 3-PLY) W1 (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)
7
2x4 BLOCKING --2x4 "T" BLOCKING
@ 481, O.C. 16d NAIL
1" BRACE
ATTACHED W
10d NAILS @
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE 1" BRACING DETAIL(]
S5
SCALE: N.T.S.
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O,C.
--16d NAIL
1" BRACE ATTACHED
4" 0.
W/ 10d NAILS @
TYPICAL
W
:4�
GABLE TRUSS WEB
SINGLE 1" BRACING DETAILr6
SCALE: N.T.S.' �, �5
DIAPHRAG
BLOCKIN @
48" O/C
G
GABLETRUSS
TRUSS VERTICAL
L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d "L" BRACE J
NAILS AT EACH STUD (2) 2"x8"
SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE 1171 BRACE
SECTION L3 SECTION r4N�
SCALE: N.T.S. SCALE: N.T.S.
�5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S.
MAX. 9"
8d @ 6"OIC
UNSUPPORTED,
IF >9" SEE 10/S5 r-WOOD TRUSSES
1" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
-GABLE TRUSS
x
-1/2"CDX PLYWOOD OR 7/16"
OSI3 SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C.
SIMPSON HGAM10KTA W/ (4)
E ND O.C. FIELD
1/4"xl 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4) 1/4"x2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
2X4 "T" ON TOP OF P 4 NF1
BLOCKING, FASTEN WITH L 2X4 BLOCKING W/,T-
EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS LL-
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
NON - LOAD BEARI G LOCATION 1/' D
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: 3/4" V-0"
TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION
��5� —4
SCALE: N.T.S. SCALE: N.T.S. S5
IINIMUM 2x
:ROSS BRACING
3EE PLAN FOR
OCATIONS)
TOENAIL 1
(2) 16d NA
(2) 16d PER
JOINT
L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
"%-/I LJLr%Fll I 41.ol
GABLE END BRACING DETAIL
12"
RSH SCHEDULE
ATTACHMENT
#2 SYP BLK'G @ 16" O.C.
Od x 0.131
NAILS EA. SIDE
IT. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL ri 0
S.
SCALE: N.T.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S
6" OVERLAP
M
S5
1" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
EXT. WALL CONN. NON LOAD
BEARING LOCATION (UNEVEN CLG.)
SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
1" BRACE
2"4" (U.N.O.)
1" BRACE
24"
0-0" - 3'-0"
T-O" - l
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"W 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 1 0dx3" NAILS @ 4" O/C.
3) SEE l FOR MORE INFO.
SIMPSON HGA10KT W1 (4) 1/4"xl 1/2" SDS
GABLE END BRACING DETAIL SCALE: 3/4"=l'-O"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
'jIMI`ZjUN,'
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
2 x 4 BLOCKING w/ (2) 1 Od
24" O/C (TYP)
TOE NAILS AT EACH END @
z
Uj
\ BRACING w/ (3) 1 Od x 3" AT t
EACH CONN. @ 24" O/C
—MOISTURE BARRIER
BOND BEAM
-MASONRYWALL
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
ARCHITECTURAL FINISH
1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
THAT MY BE REQUIRED Z60TTOM CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4--0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
20'-0" MAX 20'-0" MAX
'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
CO3
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SCALE: N.T.S.
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2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W1 (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-1 SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineers knowledge, information and belief,
the structural
plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
An 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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FOR UNDERLAYMENT
ROOF FLASHING AND ROOF FLASHING
REQUIREMENTS SEE R905.1.1
COMPONENTS TO BE IN ACCORDANCE
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 W/ 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 - [RSHI - ON
BAFFLE
FRAMING 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
ATTACHED WALL SHEATHING TO
1/2" GYP WEI
(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
_j
_j
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
LU
LU
16" O.C. 2X S.P.F. STUDS
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
0 U)
APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
LU
3RD LAYER 1/8" THICK.
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
_j
= LU
COMMON @ 6"O/C EDGES AND 12" O.C. FIELD
LL_
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
TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000
0"
B �R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION ARE W
A'
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E Q.
S6 S6)
SPACE INTO APPROX. EQUAL AREAS. 4*
FLOOR SYSTEM 17
�,O
ETAL SEAT
ER PLAN 0
0
177
�PER'7 7
R FELT
PAPER FOR
MOISTURE
BARRIER
IP ...A! _q
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" -AI
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS
1/2" GYP WB
INSTALLATION PER
CHART ON FLOOR PLAN
NOTE: LAP SHEATHING TO BOTTOM OF
BAND JOIST TYPICAL
1x WD FURRING @ 24" 0.1
BASEBOARD
MIN. 2500 PSI CONIC. SLA[
MIN. PSI MAY VARY PER
MUNICIPALITY
STD. 90 1HOOK (SEE DETAIL)
8"x8"X16" CONIC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
ce)
u) LU 4"x4" INSPECTION PORT AT
1 0
EACH FILL CELL TYPICAL
Lu U)
0- AT GARAGE CONTRACTOR
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
7 NOTE: EXTEND DECO FINISH
4"to 6" BELOW GRADE
A
/FINISH GRADE
E
I I I I k_.. I I I — . A4
F—u.'
.''_TTr;=71T;_:_=TFFz
A
:A
6x6 W1.4xW1.4
.. MEM ''T'
;d E�Ei r 1'�I r:
A.. A
T _1r=_' T
Ak A
WWF OR FIBERM THEM
\—STD. 90 *HOOK
'T_
T H T I
(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL)
W/3" MIN. CLEARANCE 4" 1 14
TYP 2-STORY WALL SECTION
REV. 03.16.21
SCALE: 3/4"=V-0"
00
0?
;2�
SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO
ST
2nd FLOO
BEAM/GIR
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 1 Od 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/ S _"-�
(12) 8d x1 1/2" NAIL
@ 24" O.C.
1st FLOOR WALL
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
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
FEND 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.
��6�
2x STUDS@ 1 - -
2"x BOT. PLATE
(2) 10d @ 6" O.0
PRE-ENGINEE
FLOOR TRUSE
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
WEEP SCREED
INSTALLED PER. MANUF.
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.
TRIL
RIBBONS
DETAIL (FLOOR TRUSS)
ro��
SCALE: 1 1/2"=l'-O"
��6�
15/32" OSS 71—IF
EXPOSURE1
SHEATHING d_x I I
PROVIDE
1 11
BLOCKING AS
REQUIRED PER
Lu
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ul
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u)
HEIGHTSHEET-A
(C-)l
1 11
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(2)- 2x TOP PLATE
I/- BEYOND
—
7 T _T
15/32" OSB
EXPOSURE 1
SHEATHING Lu
uj
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SOLID 2x
C
BLOCKING @ ALL ,
SHEATHING
EDGES (SEE
11
OPENING
L -1
SECTION X-X) �
Lu
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2xSTUDS Lu
--BEYOND.
=
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SEE PLAN 0
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Ll I Ll
IL _L 11 L
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 YB"
SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
0
Lu
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
PENETRATE SURFACE MORE THANYB".
to
NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL
0
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
r z
-
LL
NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL.
0
@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
Lu
T.
Co
@ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
w/ 8d COMMON NAIL
, 00 _
@ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
U)
w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0
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9 Cn Lu I__
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MEMBER IF GABLE END
x
U)
NOTE:
" "
. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131
X 2 1/2
\\-2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
��HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8".
2x RIBBON OR VERTICAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM 1AIA1 I rI r'11A-rI^kI MIA^rnARA
3/8" "S" = NAIL 3/8"
SPACING
3/4" S 1/2"
S 1/2"
Lzr�
S
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
S
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL w/ 7/16"
FLITCH PLATE TO wl (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL wl (4) 8d NAILS
k(2) 8d NAILS @ 3" O.C.
TAGGERED FOR SHEATHING
SECTION X-X
'1A
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
81, O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
WALL SHEATHING 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"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS
EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
(2) 2x
Q A
SEE PLAN FOR REQUIRED ----
CONNECTIONS
LOAD BEARING/EXTERIOR FRAME
WALL HEADER DETAIL
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS
J3EAM
M
S6
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
SIMPSON
EAEND
EA END
EA END
EA END
1-4
(1)
(2)
(1)
(2)
(1) LSTA30
4-4
(2)
(3)
(2)
(2)
(1) LSTA30
9'- 16'
(3)
(3)
(2)
(3)
1 (2)LSTA30
NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING
1 SEE SHEATHING 2x BLOCKING HORIZONTA'L-L� SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
SECTION C/S3 FOR
SPECS ON FLOOR @ INTERVA
ADDITIONAL INFORMATION LS NOT
2ND FLOOR FRAMING - SEE -0" (R302 .11) 2X STUDS @ 16" O/C
EXCEEDING 10'
1/2" GYP. W.B. MIN. @
SECTION J/S6 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926
DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C� W/ 2"DIA.
ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— APPLY 3 LAYERS W1 TOTAL THICKNESS
TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
@ 4" O/C, 2 ROWS STAGGERED EXCEEDING 1 V-10" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 260'0#.)
SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SI M PSON SP 1 W/ (10) 1 Od NAI LS
AT E
NAILS AT EA. STUD
NI (MIN. SHEAR 3500#. MIN. A.STUD
2500 PSI CONCRETE MIN. --�
FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P T PLATE
FLOOR TRUSS SLAB W/ 6x6 W1.4xW1.4
r+ 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEE'P'SCREED INSTALLED PER. MANUF.
SEE FR
4.
d A
PLAN AMING WEEP SCREED
00
INSTALLED PER MANUF.
7
A >4 A" 4 'A .4 7_
4
SIMPSON HETA20 W/ (8) 10dxl 1/2" A' FINISH GRADE
A
4 q.
:4 -d A 0?
4.� ..A
2"x4" CROSS BRACE @ 48" O�C. INTO TRUSS 0. 0 '7 9 1 M -I I
r
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24 I� I EEI 15-
A/r —I I FE-1 I M I— A
END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
END INTO 2'W" BLOCKING IN KO BLOCK
A 4
(3) #5 CONT. ON 3" ILI 7F, R 11 E
SEE DETAIL 2/D2 FOR 8 V-8" 8" CHAIR W1 3" M IN.
MORE INFORMATION CLEARANCE
(3) # 5 REBAR ON 3" CHAIR 4" V-8"
WIT' MIN. CLEARANCE
7
2ND FLOOR FRAME CONNECTION rs A
rR INTERIOR 2-STORY FRAME SECTION
I LTERNATE FOOTING
PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" � �6 @ WOOD 1ST FLR. SEE J/S6 FOR ry
SCALE: 3/4"=1'-0"
SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
FOR ADDITIONAL INFORMATION.
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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:
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 NOES
OTHER TR
6,
MALL
ALIGN THIS STUD WITH
FACE OF 2ND RISER
EJ"
3YP CUT TO FIT
%RS IN WALL
—2x12 SYP
BEARS IN WALL / B
-2x6 SYP
9x4 SYP R' OCKING
2x4 PT NOTCHED INTO STRINGER-\,--/ FOR STRAP W/
(SIMPSON MTS12 w/
AND NAILED TO FLOOR WITH GLUE \
(14) 1 Od x 1 1/2"
AT STRINGER CONTACT POINTS
NAILS)
fl EW "Alf.
SECTION VIEW "B"
SCALE: 1 V-0" SCALE: 1 1'-0"
LIGN THIS STUD WITH FACE OF 2nd RISER
—3/4" RISER CUT TO FIT
MAINTAIN BETWEEN
AND 1" GAP TOP AND
2
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
-lx4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO
SCAB 2x4 GLUED AND NAILED (EACH
2xl 2 SYP
STRINGER- [SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
2x4 DRAFT RISER AND TREAD
STOP
777// L
-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
-�-2x4 BLOCKING FOR 2x12
F--2x4 PT UNDER 2x12 ROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
PROVIDE MOISTURE/
ROTECTION
A Arm Al I rr)r'fiPr)Mr:NTc'
LA
1., X
OF STAIR TO CONC. W/
2 2" TAPCONS @ MAX. 32" O.C.
4
—ATTACH ALL COMPONENTS 1x4 GLUED AND
NAILED TO STRINGER
OF STAIR TO CONC. W/ 4" X
217" TAPCONS @ MAX. 32" O.C.
G-1
TOP OF
STRINGER
1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
��STOP
4
_,__,�-2x8 SYP DRYWALL STOP
MUSTNOTTOUCH
STRINGERS
G
SIMPSON A35
__4_2x4 BLOCKING FOR 2x12
OR LSC EACH
2x4 PT UNDER 2x12
z
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 wl
PT NOTCHED INTO STRINGER,
(14) 1 Od x 1 1/2"
D NAILED TO FLOOR WITH GLU
NAILS)
STRINGER CONTACT POINTS
SECTION VIEW f'D"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
BULLNOS
SCALE: 1 1'-0"
PLYWOOD
�T-2x SYP CUT TO FIT
BEARS IN WALL
_--2xl2 SYP
BEARS IN WALL
E DETAIL
SCALE: 1 1'-0'
NGER
3LUED
NAILED
SECTION D-D
SCALE: 1 1'-0'
`314 PLYWOOD
ON DECK
3/4" RISER CUT TO FIT
2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4"
FOR STRAP (SIMPSON
"�X8
AND 1/2" GAP TOP AND
MTS12 w/ (14) 10d x 1
SYP GLUED
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
NAILED---\
2 x
DRAFT S�P
2x4 PT NOTCHED INTO
I
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCONE D\
INTO FLOOR WITH GLU
NOT TOUCH STRINGERS
INTO FLOOR WITH GLUE----�
AT STRINGER CONTACT
2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING
AT STRINGER CONTACT
POINTS
x4 GLUED AND NAILED TO STRINGER
POINTS
B
FOR DRYWALL SPACING
SECTION VIEW
SCALE: 2' -0.,
Z,
H 2x4 SYP BLO
CKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 1 Od x 1 1/2"
NAILS)
_4
SECTION VIEW "Ell
SCALE: 1" V-0"
x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
LX,*/GLUED AND NAILED TO STRINGER
fIOR DRYWALL SPACING
H
SECTION VIEW
'44
E
SCALE: 1" 1'
2 -0"
-3/4 PLYWC
ON DECK
--2x8 SYP
AND NAI
FRAMIN(
2x4 DRAFT
STOP
2X4 BLOCKI
NOTE: 2x8
DRYWALL STOP
NOTSHOWN
STRINGER
\<
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W1 SIMPSON H3
VIC111
SECTION VIEW
SCALE: 1 V-0"
FLOOR TRUSS OR CONN. TO BOTT
GIRDER, FIELD VERIFY OF NEWEL POSI
PER CONTRACT,
AT
(2) LAYER -1" EDGE GOLD
4
OSB OR PLYWOOD
1 3,,X
OR 16" LVL
ATTACHED W/ 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "G"
SCALE: V= V-10"
SECTION VIEW
/ 4F�
SCALE: V-0"
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST
BLOCKING
SCALE: 1 1 1-0.1
POST LET INTO
-OCK
DE
]NG
STAIR CONSTRUCTION DETAILS
(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED
)X8 BLOCKING
-OR NEWEL POST
FO ANCHOR TO.
GLUED AND NAILED)
LOOR
TRUSSES
JOINT
LTO
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WALL BELOW
JOINT
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H
2X STRINAR
2X BdOCKING
I
PSON MTS12 W/
C;
2�D OR
3 D
2X BL05KING
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SCALE: 1 V-1)"
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drawings comply with the 2020 Florida Building Code -
Residential 7th Edition. Engineers signature and seat is only for
the tructural engineering portions of the drawing pages beadng
Engsineers signature and seal.
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TAPCON @ 16" O.C. & 4' 1
2X8
BLOCK@ SPACING 1-1
DETAIL
O.C. 2-ROWS INTO
1x8 P.T.
FROM EACH END w/ MIN.
2" EDGE DIST. ATTACH
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
1x8 w/ (2) ROWS 8d NALS
3" 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.
112" DI
1 x4 1/2" DRYWALL
1 X4
DOOR JAMB (REFER
EACH END W/ MIN.
TO PRODUCT
F
TO PRODUCT
2" EDGE DIST.
APPROVAL FOR CONN.
1 6
2x8 P.T. w/ (2) ROWS 3/16"
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
0
x3 -1/2" TAPCON @ 16"
O.C. & 4" FROM EACH
1x4
1:1
TAPCON @ 16" O.C. &
L
END w/ MIN. 2" EDGE DIST.
DIST,
FURRIN(
4" FROM EACH END w/
2x8 P.T.
W1
ATTACH SECOND PLY w/
L 2x P.T. AS REQ-D
MIN. 2" EDGE DIST.
(2) ROWS 10dx3"
2x8
2x DETAIL
2 1/4"
DETAIL
STAGGERED @ 12" 0'
3-1/4" DETAIL
BUILDOUT
OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
SCALE: N.T.S.
"ii,,
Ss
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL (4)lOdNAILSINTO
2 x 8 BRACE/ BLKG.
BRACE(S) 7/16" OSB
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
SCRIBE (NOTCH) POLY -CELL IN THIS AREA
BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG,
\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHO
INTO ARCH BLKG. PER ARCH FACES W (4) 10d 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.
7A
RN
2 x 8 BUCK - CONNECT TO BLOCK
2'-0"
SECTION
A -A
8"
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO K.)
/4" MAX
2'-0"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8 O.C. AT BUCK
2 x 8 VERT. W/ (2) 10d
PROVIDE 2 x 8 DIAG. BRACE B
NAILS AT EA. END
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T
OSB ON T
2 x 8 VERT. BRACE(S)
1��ULATION
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
X4 SOLID BLKG. (FULL WIDTH OF WALLS)
__'-2
INSTALL WDW, SCREW--�_�
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B -B
ARCH DETAIL rK
SCALE: N.T.S.
�s
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
---2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAD.
SECTION
B-B
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
12d NAILS
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
I I 4'MAX. RAID.
EQUAL
MAX. 8"
PROPER INSTALLATION
FILLSOLID
BOTH CELLS
#5 REBd
(TYP,)
STD. 90'
HOOK (I
±5"
\—NOTCH WEB AT
FIRST 2 COURSI
APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT W/ (4) 1/4"X1 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS2 PLY INSTALL SIMPSON LGT2w/(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 SIMPSON
H2.5A W/ (10)
2X6 TO 2X4
8d NAILS
A OR
L
24 C
0'
I ING A17ACHED
'CHEDU LE
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
DESIGNED ONLY FOR THE
HIP.
INSTALLATION OF SHINUI-r-
AND METAL ROOF FINISH
JACK TRUSS PROVIDED BY--/
TRUSS COMPANY OR 2X4
#2 SYP @ 24" O.C.
4'-0" MAX SEE PLAN
2X4 SYP #2 CONT
(MATCH TRUSS DEPTH
.
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-0"
1\ �s
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" OWN". 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
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
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. TO P&MID — —
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
WITH MIN. 3" COVER — —
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
— — 6-0"
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
40
REINFORCING AS FOLLOWS:
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
— I
SMOOTH. DO NO FURROW.
I M 11 I
=1 1 7
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
GRADE
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
's
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
C\1 A.-
I?
REMAIN FREE OF MORTAR.
NOTE:
CO
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
04
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
.1
(2) 45 REBAR. (1 -STORY)
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J0 -7r
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 MAYBE INSTALLED IN ANY OPENING.
REV. 07,28.21 SCALE: 3/4" V-0"
FOR WIND SPEEDS UPTO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
L FILLED CELL PER
FOUNDATION PLAN
kR
YP.)
rHE
�S
UNACCEPTABLE INSTALLTION
DO NOT DO THIS
# #
#5 REBAR (TYP,)
*�TD. 90- HOOK (TYP.)
FILLED CELL INSTALLATION
SCALE: N.T.S.
SEE ARCH PLAN AND
PRE-ENG TRUSS DESIGN
SEE NOTE 1 BELOW
BRG WALL TYPE
PER PLAN
F CHANNEL,
R
FASTENED PE
NOTE 2 BELOW---V--L
CONT 2x4 NAILED TO
BLOCKING W1 2-12d NAILS
2x SUB FASCIA
ALUM DRIP EDGE
ALUM FASCIA
1-3/4 RIM PAINTED
SS NAIL W/ 5/16" HEAD
DIA. @ 24" O.C.
L CONT VENTED OR SOLID SOFFIT
LOCKING NAILED TO TOP
CHORD EVERY OTHER TRUSS
W/ 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 SIN,
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"XI/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE
STRUCTURAL SOFFIT
SF01
SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS
REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
& SC
R E
+ 4
+ +
+ f-7
+
+
+
+
+
+
+
+
+
+
TRUSS
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHEID.
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
DOUBLE 2X4 SCAB FOR Z-13" TO 4'-0" O.H.
(2) 10d NAILS @ 8" O.C.
TO TRUSS TOP CHORD
PLYWOOD SHEATHING
BLOCKING AS
+
REQUIRED TO
+
SUPPORT SOFFIT
+
"L, Vvk
+
++
-
ENTER SOFFIT
PRECAST LINTEL
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
SECTION @ ROOF EXTENSION
rM
SCALE: 3/4" = V-0"
SS
(Zr-P (ZWPPT n,) Amn
SIMPSON HTT4 W/ (18) 10d x 1
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
SCALE: 3, -
z
0
U)
U_
o
LU
0
<
U_
0
M
U)
J3 @ FIRST COURSE
4P#
H
SS
2"x BOT. PLATE W1 (2) 10d @ 6" O.C..
3/4" PLYWOOD DECKING GLUED
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
---2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
SIMPSON HGAM10KTA @ 12" O.C.
L -1 w/ (4) 114x1 1/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4"x2 3/4"
TITEN INTO K.O. BLOCK
L
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL 1 st 4 COURSES
SOLID WIGROUT
. is
FOR OVERHANGS BETWEEN OVER 1
OR
CONTACT ENGINEER OF RECORD F1/2"
FURTHER INSTRUCTIONS.
4
OVERHANG�
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 112"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
NISH
SCALE: N.T.S.
A
b It.
A
A*
4
CENTERED W/
V
IN TOP
C)
01 - '. , A
11 1 V, . ' . KNOCKOUT/
CHAIR BLOCK
%
MONO FOOTING A
SIZE AND REINF. PER PLAN ?
AND SECTION DETAILS
CLEAN FILL .01 A,
DIRT
STANDARD
CD
gor 00
H K
#5 BAR IN
FILLED CEL
61' L
%
j 2
L
""V,
REINF. PERLAN AND STEMWALL
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING
SECTION DETAILS
SCALE: 3/4" V-10"
DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC'
DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION,
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W/
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
In% IKI ^--
SAW CUT
1
SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
C"
Cj
C"
0
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C",
C�.4
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C=
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V
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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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JOB
NO 23-04725-04730
SCALE AS NOTED
SHEET NO.
SS
I F I dF F_,_T__M- J TU I I fi hi 1.1 t '11 116, K 0 It T
DIAGONAL SPACED
AT 15'-0" O.C. MAX
CONTINUOUS LATERAL
BRACING- NAIL OVER
X-BRACE AS SHOWN -
INSTALL BLKG. AT TRUSS
WEBS FOR NAILING
,,,-ROOF
SEE
SHEATHING
PLAN
---BLOCKING
BETWEEN TRUSSES
2X4 BLOCKING
SECT. A -A
SHI
NF_
X-BRACING 2X4 SPF OR
SYP W/ 2-16d @ EACH TRUSS
WEB
CROSS BRACING DETAIL (TYP.)r
SCALE: 1/2" V-0"
G. T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
Inj
TRUSS
�'A
SES
(2) 12D NAILS
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) 10dX 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 201-0
O.C. MAXIMUM.
3.
ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D
NAILS AT EACH TRUSS INTERSECTION.
CIB
_*�
I
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
B-N
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 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
MAX & EACH END ALTERNATE
DIRECTION TYP.
CHORD AT ALL HAND FRAMED AREAS TYP.
PROVIDE 30" LAP SPLICE
@ F.C. REBAR.
(2) ROWS OF 1 Od NAILS @ 4" O.C.
FLOOR TRUSSES
24" O.C.
DOUBLE KNOCK -OUT
'UT
BLOCK W/ (1) #5 ALTERNATE:
CONT. IN EACH
(2)2x8 SYP #2 P.T.
HIP COURSE LEDGER ATTACHED TO MASONRY W/
G.T DIA. TITEN HD MIN. 5"
(2)5/8
EMBEDMENT PER 54/Dl SPACING
SIMPSON HGAM10 @
4'-0" O.C. T & B
FLOOR ATTACHMENT -5 �O
SCALE: 3/4" V-10"
VERTICAL SCAB
2 x 6 #2 SPF 48" O.C.
W/ (4) 10d 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)
DIAGONAL----- 2x8 #2 SPF RIDGE BEAM
AT 8'-0" -.--�-WOOD
x TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT
MAX
TO 8FT 2X4 RAFTERS FOR SPANS LESS
x
THAN 4FT @ Z-O"O.C. MAX. W1 (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 r-3
SCALE: 1/2" V-10"
WOOD TRUSS
A
SUPPORT WHERE TRUSS DEPTH EXCEEDS
PROVIDE BLOCKING AT ALL TRUSS BEARING
STANDARD HEEL HEIGHT
TYP
WOOD TRUSS BLOCKING DETAIL
.
SCALE: 112"=V-10"
2 x P.T. BLOCKING BY FRAMER FOR
PLYWOOD EDGE NAILING w/ (2) 1/4"x3" TITEN2
y
PROVIDE 25" LAP
(2) SIMPSON SDWC15600 SCREWS @
SPLICE@ F.C. REBAR
EACH TRUSS TO LEDGER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE
iL-
2-M-W OSI3 (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
2x8 SYP #2 P.T.
SHALL DIVIDE THE
LEDGER ATTACHED TO
CONCEALED SPACE INTO
MASONRY W/ (2) ROWS
APPROX. EQUAL AREAS. �L_/Z__
5/8" SIMPSON TITEN HD,
MIN. 5" EMBEDMENT @
24" O.C. STAGGERED @
12" O.C.
BLOCK W/ (1) #5 CONT.
DOUBLE KNOCK -OUT
IN EACH COURSE.
FLOOR CONNECTION EXTERIOR WALL
SCALE: 3/4" V-10"
2'-0" MIN.
LAP SPLICE
15" _0" 6" 6" 11-01,
6"
TYP. TYP.
0 0 1 0 0 0 0-
1 SPLICE
0 0 0 0
1-01, '*,\—SPLICE BEYOND
2 2'-0"
e
�0
PART. ELEV. VIEW
1 All r) (I
DBL. KO. BL MIN.1
MIN. TYP.
11
24" MIN.
(2) 2x8 P.T. L
ATTACHED
(2) 2x8 SYP #2 P.T. CONT.
LEDGER W/ (2) ROWS OF 5/8"
TITEN HID STAGGERED @ 24"
O.C. W/ 5" EMBEDMENT & 6"
EACH SIDE OF SPLICE &
EACH END.
EDGER
TOGETHER W/
LAP SPLICE
(2) ROWS OF 1 Od @ 6" 0. C.
PART. PLAN VIEW
LEDGER SPLICE DETAIL (__5�4
SCALE: 3/4" = V-10"
WOOD TRUSS
DETAIL - ADJACENT TO TRUSSES
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
MASONRY
SEE PLAN
I -)A -rr%EKI A I
S
2X6 P.T. CONT.
1/4" X 3" TITEN2 @ 24"
LEDGER T&B W/ (2)
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-10"
NO MINIMUM AIR SPACE
W/ BATTEN STRIPS
1" DENSGILASS ULTRA
SHAFT LINER
STRUCTURAL SHEATHING
A-11
ATTACHED PER NAILING
SC,
SCHEDULE
VAR I ES W/
ROOF SLOPE
MASONRY WALL�
SEE FLOOR
MIN. 2x4 #2 SPF P.T.
PLAN FOR MORE
31',
CONT. W/ (2) 1"XT'
INFO.
-
TITEN2 SCREWS @
16" O.C.
/--TRUSS OR
ROOF SYSTEM
SHEARTRANSFER
EXTERIOR. WALL 52
SCALE: 3/4
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
ELEV MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF
DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED
WITH APPROVED FIRE CAULKING.
GA FILE ASW 0810 SCALE: 3/4"=V-0"
Waym
2X4 BLOCKING @ 48" O.C. MAX. W/ '10 LB FELT (SHINGLES)
(2) 16d TOE NAILS @ EACH END- //;::FIRE RESISTANT OSB 7/16"
SHEATHING 4'ON EA. SIDE
2" CLG. RUNNER FIRE CAULK OF WALL NOT STAGGERED CEILING BOARD
RUNNER TO SHEATHING
OVER PARTY WALL
ACH SIDE
ABOVE AT E 2X4 LEDGER @ 48" O.C. SEE ROOF PLAN
Ila 11 MAX VERTICALLY NAILED FOR STRAP INFO.
T
\Ix TO TRUSS WEBS W/ (2) 8d
7 BASE BOARD PER SPECS.
(TYP.)
—EXTEND BURN CLIPS AS PER 2 x P.T. BLOCKING BY FRAMER
FIRE WALL MFG
STD 902 HOOK
2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS
2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR
LOCATIONS)
UL-U905 (see sht 9)
2 x P.T. BLOCKING BY FRAMER FOR PLYWOOD EDGE NAILING
wl (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
10;� TEI
FLOOR TRUSS FOR AN AREA < 1000 S.F. OXO TEI
AND SEALED PENETRATION AREAS W/
FOAM. DRAFTSTOPPING SHALL DIVIDE
THE CONCEALED SPACE INTO APPROX.
EQUALAREAS
(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP.-/
HABITABLE ROOM ABOVE) W/ 13/8"
(OR 5/8" GYP. TYPE "X" @ GARAGE W/ A
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.
LLJ
0
z _j
CL
W
.
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
LAYER 1/2" HIGH STRENGTH
SCREWS @ EACH TRUSS TO
OR 5/8" GYP. WB. W1 13/8"
LEDGER
DRYWALL NAILS OR DRYWALL
SCREWS 7" O.C. EDGES.
\\\--SIMPSON
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 (TYP. ON BOTH FACES OF WALL)
1x P.T. NAILER INSTALLED
AFTER INSTALLING RBC'S
1/2" GYP. WEI OR 3/8"
8"x8"x16" CONC. KNOCKOUT
PLYWOOD/
BLK. W/ 1 #5 ROD CONT.
TYPE 2-M-W OSB
FILLED W/ GROUT
(DRAFTSTOPPING)
4"X4" INSPECTION PORT AT
EACH FILLED CELL (TYP.)
0 BE NAILED W/8d
COMMON @ 6" O/C TO
1 x P.T. BASE NAILER
ONE SIDE OF THE
—STD.909HOOK
FLOOR TRUSS FOR AN AREA :5 1
(SEE DETAIL)
OF
NAIL FLOOR TRUSS TO LEDGER W/
FLOOR AREA & SEALED
(4) 10d TOENAILS (TYP.) EA. SIDE
PENETRATION AREA W/
FOAM. DRAFTSTOPPING
SHALL DIVIDE THE
(2) SIMPSON SDWC15600 SCREWS @
T
CONCEALED SPACE INTO
EACH TRUSS TO LEDGER
APPROX. EQUAL AREAS.
Til P
T-1, -HORD BRG.
\—DOUBLE KNOCKOUT BLOCK W1 (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.)
0
-_ _j
CL
Cf)
coo-
4"x4" INSPECTION PORT. AT
<
------EACH FILLED CELL (TYP.)
C?
10
dITr,
(4) #5 CONT. -STD. 909 HOOK
1 8"
ON 3" CHAIR (SEE DETAIL)
8" Z-10"
7r r
2-STORY PARTY WALL SECTION rPW�
SCALE: 3/4"=V-10" REV. 05.24.23
PRE-ENGINEERE
FLOOR TRUSS'AT
24" O.C.
GYP. BOARD CLG.-
SEE 5301 FOR
LEDGER CONNECTIONS
1/2" GYP. BD.
(2)-1
4
.
.
NAILER
BASE BOAR[
PER SPECS.
CONIC. SLAB
SEE FOUND.
6 MIL VISQUI
TREATED,(
0
A-, SEE PLAN
TOP OF PLATE
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
31P OF SLAB 0'-0"
00
VARIES WITH
F. F.
b SITE GRADES
C14
SEE PLAN
3 #5 CONT. 20"
TYP. 2 STORY WALL SECTION
SCALE: 3/4" V-0"
REV. 08.20.21
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To the best of the Engineer's knowledge, information and belief,
the structural plans and specifications contained within these
drawings comply with the 2020
Florida Building Code -
Residential
7th Edition, Engineer's signature and seal is only for
the structural engineering portions of the drawing pages bearing
Engineers
signature and seal.
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FOLD UP WEATHER
RESISTIVE BARRIER &
WEATHER RESISTIVE
BARRIER
WINDOW UNIT
FLASHING REQUIREMENTS
TEMPORARILY SECURE
DOOR ROUGH OPENING
1
SLOPE
WEATHER
R S SITIVE
E I�
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
EXTERIOR
WOOD FRAME CONSTR.
"BEAD
(0.6 cm : 30.5 cm)
include flashing as described in Section R703.4.
TAPE
SELF -ADHERED FLASHING 3/4"-1 OF CONSTR.
SHEATHING
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
EXTERIOR
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of
(ASSEMBLED WNDOW)
Q
NAIL BRAND OR EQUAL WEATHER
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
of draining to the exterior water that penetrates the exterior cladding.
WEATHER
SELF -ADHERED FLASHING
BUILDING PAPER
RESISITIVE
ID 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
!7 �_
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied
SELF -ADHERED FLASHING
(SEE DETAIL WPI
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
AND WATERPROOFING METHODS TO
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold resistive barrier back head
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
BE USED.
weather over
flashing and seal with tape
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 Scale: NTS
FLANGED WINDOW
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
Exception: Where the -resistive barrier that is applied over wood -based sheathing has a water resistance
EXTERIOR DOOR WITH DECK - SECTION A
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
water
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 RUBBERIZED ASPHALT
ASPHALT
EXTERIOR SHEATHING
3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD
CORN
NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE
ER =7
S ZSPH L ZHE
SE F ADHERED 'SIV
L _
THROUGH SELF -ADHERED
�LZHING
R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be
3/8" CEMENT
PLASTER
THRESHOLD OF DOOR AND RETURN FLASHING, SEE
ELF
SELF -ADHERED FLASHING
applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied
12 MIL DRYLOK CMU - MASONRY BLOCK
UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW
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
EXTREME
REFER TO TECHNICAL
SCORED
prevent the entry of water into the wall cavity or penetration of water to the building structural framing components.
WINDOW
LETTER ON CHEMICAL
COMPATIBILITY
RELEASE PAPER
Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
FASTENE:R ----\ "' .
1) SEALANT AT
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING,
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
4) SEALANT JOINT WINDOWBUCKTO
EXTEND A MINIMUM 6"
ADHESIVE AS SHOWN)
contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
OUTSIDE EDGE OF MASONRY
WINDOW BUCK----\
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
2) SEALANT JOINT
THRESHOLD
2�=
shall be installed at the following locations:
5) SEALANT FROM ]MADE EDGE OF
3
WINDOW FRAME WINDOW BUCK
ACROSS WINDOW BUCK
SECTION -A (SEE DETAIL WPI
1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
AND EXTEND TO WINDOW FRAME
MASONRY ATTACHED
P R CODE
SELF -ADHERED FLASHING
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:
CLADDING AND WINDO
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 T
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
@2
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
DETAIL WP07)
7
subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
FLANGE
(SEE
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
1.3 1.3. In accordance with other approved methods.
SCS 06 05 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.
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.
Water Resistant Barrier
7.7.At built-in gutters.
Y",
JAMB, SILL AND HEAD DETAIL
Lath
APPROVED SHEATHING
SELF -ADHERED FLAS ING
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.
3/4" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME 7�
APPROVED FLASHING TAPE
/DOUBLE
Q
4
4
7/8" Cement Plaster
"V'SEALANT SOCKET WITH
JOIST
44
1
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
4
ASTMC926
Felt backed metal
2
lathe in accordance Felt backed metal
SELF -ADHERED -ADHERED
3" MIN
4
with ASTM C 1063 lathe in accordance
FLASHING FLASHING
0
5
with ASTMC1063
Building Paper
Building Paper
7/16" O.S.B.
sheathing 7/16" 0. S. B.
SCS 0602 WINDOW FIN INTERFACE WITH
SELF -ADHERED FLASHING
SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
sheathing
Metal
EXTRUDED SHOULDER
DECK JOIST
OUTSIDE CORNER
Flashing
Weep Screed
SELF -ADHERED FLASHING
2x FRAMEWALL
Installed As Per
Manufact. Specs.
PRODUCTSDETAILS
STRIP OF SAF LEGEND
SELF ADHERED FLASHING I - - - - - -
Maintain Stampede or similar
Bottom of cauk bottom
TILE FINISH
DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT
Weep Screed joint only
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
1/2" DUROCK
Lu
>
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER -
BOND BREAK WRB SELF FURRING (SF) LATH
1 1/2" to 2"
Above Roof Weep Screed
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
h PLASTER ACCESSORY
Sheathing Installed As Per
I SF LATH SHEATH[ NG,'OSB', PLYWOOD, DENSGILASS
Manufact. Specs.
1'4" PER PLAN
11
Detail Instructions
.4
11-011PERPLAN
WRAP DP WRB ONTO
THE VERTICAL
1/2" Cementitious
Refer to the number marked as (D in each detail that corresponds to the
A*
SURFACE TO TOP OF
Cement Plaster Decorative Finish
numbered items in the list of instructions below:
FLANGE AS AN AIR
in accorde ince
BARRIER
with ASTMC926 All inside and
1. Install self -adhered flashing in order as shown by numbers
SLOPE
8" CMU
3-1/2" INCH FLANGE
over wood 2nd outside corner will
floor
2. Install flashing and weather resistive barrier to form water shedding
need to be miter
laps
4" OR 8" CMU
- - - - - - - -
cut and caulked all
3. Self -adhered flashing can be substituted for building paper
(PER SEAT DEPTH)--
Z
Z
STRUCTURAL FRAMING
butt joints need to
4. Split the release paper using the ripcord (Split release on demand,
FILL WITH GROUT
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4
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THIS GAP IS A RESULT OF
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caulk for all
5. Remove all release paper per standard installation instructions and
DO NOT SEAL.
CONTINUOUS BACKER ----------- DRAINAGE PLANE WRB
adhere to substrate using a square piece of flashing material (6" x 6"
LU
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SLOPED MUD BED
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---------------
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To the best of the Engineers knowledge, information and belief,
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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
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fee "An Apply)
Florida [)apartment of Business & Professional Regulation
Pa's i art
Building Codes and Standards
OJ2021
Product Approval Application Detail
code
Enfiltar or
Data PAIq
Date
7100. Vairs.th Manufacturer
contact E,ol..r& Licansit vaildould ft
validated trolonlItel
Approyl
status
Affirnatl,,o =0 Srn:ftVet Products. re
Morsel Gansm Hermai NcreroP,E Looks B-dan P.E.
1 Z�I 612020 12/16,r2020
12t28,r2020
Approved
can gory: Structural Components
(677) 441-8368 PE-73T-(B 300-1800
Subcategory: Products Introduced as a Result of
noesnartarl.com
N .. Technology
Compli-nds, Mardl Evall Report IF,, a
Flonda Registered Aral Ora Licensed Florida
Prollesalorial Engineer
FW5MASIa"duats
(turns, AsSurande
Avi for US& Agg[Ityedforuse
I.Da.1
Design
ease "I" I Name
Product Description
in HVHZ outside HVHZ
R.,I,t,,t
Philesums
1 =t1n, .1r_
D 21 F-tied Flood and Ventilation Vent 12�3112023
Yes Y_
NIA
.100�100
2 8-dVent M.d:�'#'I'ssl 5 1
D,.,I F-tien Flood and Ventation Vent 12/311202�
Y., Y
N 1A
.100A100
smart ant Model #1540 520
htutated Flood Vert 1213V21323
Y. Ys
NA
-I ON 100
4 Smarl t Made 91540-521
Insulated Flood Vent 12F3V2023
Yes Yos
NIA
.100�100
5 Sm:r= la= #1540-52
16"Gstrage Doc, Fliatl 12J31n023
y s yes
NIA
rIl
6 SM rVen Mod #154 -670
Vb&d Wall In:ulated Flood Vent IMIJ2023
Y" Yes
MIA
-100�100
Me 1#15 -
SmartVart d: 4o5f4
14.uqud: G ge Do., Flood Vent IM-1/2023
yea yo,
FIA
'IYA
Florida Departmerit of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I art
111412021
Code Entry or PA. Date Data Nnell Date
T voirsiam Manufacturer Contact Eatild- & U,-, validated Bir Volidsl Submitted FBC Appraml Aa,,O- $Was
R-mi.in 2020 Dox.1 Metals. III Jasm Shumate Zachary R, Heal Lock, Bmvdfir RE 0811012020 M/0912020 08120aQ20 I OMM020 Appron,ad
Category: Roofing f5071 3M-1 511 PE-14021 (334) 200-1800
"category: Metal setting tsourn,to(pel- met From
compli-rece Maine&. Evaluation Report from a
Florida RaglstaradAr�hilaut are Licensed Hands
Proessirnal engineer
Appr"all tv Lee Approwd lot Use Impact cleelon
Sea 0 umber or Nam Froduet Description c in l cuts" Ityl Assistant Pressure
1 sysornia DIAC 10ONS. DMC 15088, DMC 175S, DMr 2008, 1213112025 Y.a No NIA �01_iao
ONG 5V
Florida Department of Business & Professional Regulation
Building Codes and -Standards
ProductApproval Application Detail
Page 2 V 4
Code
291. QW0
Date Polurrat
omp
Tyne version Ma,ufa&umr
contarst me'r & U-my Validated By validated S.1ohnittad
FRIC Approaal
Approved
at-.
R-mon 2020 Thorma-Tru Corporation
blev. Jaspers. Lyaclon F_ Schmidt. RE Ryan J. King, F. E, 0411512021 1 7J31 12020
94r2Z?021
06M12021
App-d
category: Exist-, Do-
(800 843-TB28 PE-43409 i8l 3� 76T-655I5
3ulp,CalegOry: Swinging Eaterier Door Assarriblies
C..Pl lance Method: Evaluation Report from a
om
Florida RagaziedArchited or a Licensed Fl-da
F'oft. lonal Engineer
FIA20,ul Prodand,
A,a-d I Use
A-mved f,, Use
lerrosi
Deal -
see 0 nl��MN,Fnit k..
lar,ol D-1,11- c in HYRZ
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P-Are,
1 i-Clessic and Smooth-stal'
Nominal 08439:8 5qu.1:mp.dt8q..i: Opaque 12nl�026 No
ye.
Yea
NIA
Carnp.t. Edge Fibaso Single Door
[Ir".g`O.tsWIl X c.nifiguraltil
2 b. Ths-Ru Fiber -Classic and Smooth-Ser
Nominal 68439;15 &duct mpedt" Care qua 12n112026 No
ye,
yea
NIA
Comp..1to Edge Fileagi- Single O.-Mth
SAl firrealng/Outs-wil XO. OX or OXO
oamig-tiol
3 c. Thema-Tru Fliber-Classi-d Sincom-Sier
rill 6039:5 8quctImpact8quot. Opaque 1213V2026 No
Y.
Yes
NIA
Composite Edge Fiberglass D.bl. Door ,fth or
thout Sualites iinswingOulsereg. � or OXXO
configurations)
4
d. 74ema-Tru riber-Classe and Smoefir-Ster
Nominal 8'0 &qoorIm;peatAqdl Opaque
iMI/2026
N.
yea
Yea
WA
Q-R.S"' Edge Fiberglass Single Door
4 In-Ingm.t..Ing; X
5
7hann.-Tra Filb-Cle.ac add 8-th-Stor
M-!,.l Opaque
imi/2026
4.
Yet
yes
NIA
Comp -he Edge Fiberglass &agla D.-Ith
Sidaill fln-Irrsot-ide: XO. OXorOXO
confign-ti.na)
6
IF Therldra-Tru Filb-Clsessi-ol Sancoh-Star
N i-I 69439:0 Sq.0.11dipset8quet, Opaque
imiom
No
Yes
Yee
NiA
=locaite age Filbergle. Double D.-ith
Athout so.lit.s finewing)O.t-fing, XX or OXXD
,oinfisivnatons,
7
UL Th-IF-Iro Flip-Cle- and Srucath-Se,
rionarrol 6':8 Glazed
1261nuE
no
yes
yes
NIA
Composite Edge Filb.,gs-Stroa Door
�Insv,lr,g1Out,vdag:Xecdflgurssph)
6
In. The -Tr. Flip.,-CI-1c and Sdol
Nominal 6'8 &qua1;Imrpect&qud Glazed
IM1=6
Nia
ye,
yea
NfA
Composite Edge Ill,algloseSlogla D-Vith
Se.111st.) lns.IngFOuzving:XC. OX.r OXO
coal met
9
1 Therma-TFu Fither-aassic and Smoom-Ster
Nominal 69#39;6SquotJrrPa0&ql Giazed
12r,�IJ2026
No
Y.s
yes
MIA
Composite IiIog' Frbargl s,, Double DoervAth or
,dhout Sidelites 0-ingfOut-ing: XX orCXXO
configurations)
10
1 The-Tru Fiber-Claselic and Smooth-Ser
Flommal aƆ &qUe�:Impect8aquce: Glazed
1Z31J2026
No
Yes
Y.,
WA
Cemposte Edge Rtaro-Single Door
it
(I'WI'g1o.Is-aI1g;X configuration)
11
k. Thermar-Tru 'fitter -Classic and Smooth -Star
Nominal a':0 &q.ctJm;zaot&q.ot Gi ... d
12J31a026
No
Ye.
Y09
t0l
Composite Edge FibeglateSiagle D.-ith
sidellists) (InswinglCulswing; KID, OXorOXO
configurs,timsi
12
1 Therma-Tru Fib-Classn and Smooffi-Ster
Nommal Glued
1W1,2026
No
Y_
Yet,
N/A
51
Ca,npo its Edge Fiberg- Device Ueo-voth or
sdelbe* finadingltXrta�lng: XXor OXXO
configi
13
Nominal 6,':8 8.quot:Irdpod&.ql Glazed
12r3l/2026
ye,
Y.
NIA
Molded Opon Composite Edge Fiberglass 01noel
Door flra-4wfrgnOua,.vinq: X configured on'
14
1. Theard-Tra Flibei .. lc and Smeallh-81s,
Nominal 5':a AquatAmpsoMpuct .1-ad
12Kl1=6
Y_
Yes
NIA
Moll Open C-lipcelts Edge Fiberglass Single
Door �Hh Glazed M.1d,od Open Sidall
ti-ing/0.4-Ing; NO, DIX c, OXO tonfig-fl-)
15
a. 7harmea-Trij Filber-Classle and Smooth-Ster,
I'landi'ai 6':8 9qutArnpact8laruct; 431, .. d
I MI)2026
No
Yes
Yes
NIA
Molded Open Comp -A, Edge Fiberglass D Ibis
Doe, with IF will,11t Gazed Mddd Open Sizites
0nsv1ng1Ws,;,rl XX or QXXO configuations)
16
p- 7h-Tn, Flia-Cl-ic and Srradtlh�SzF
Nordided 6&*39:8 4,.qUa:Imp&ct&,quOt! Opaque
1MI/2026
No
yes
yes
NIA
Composite Gd'e Rbs,rg"s Single O.-ith
Molded Dipan 81111HIAlol 'In-ingnal-Ing: XO, OX
17
c. ThermaJrn Fber-Classic and Snroeth-Star
�.39 . &qjot;Impacl Opaque
126112026
No
Yes
Y.�
N/A
Composite Edge Fiberglass Double Do-Fth or
'�ithput Glued Molded Open Sloshes
hsainglOvatwing: )D� or QXXO .fig ... fich.)
Florida Department of Business & Professional Regulation
Plural O'l
Building Codes and Standards
115,2021
Product Approval Application Detail
4
Code
I
Data cale
Dal, standing
sale
Type Version lam,flactures,
C.rdtd Ensomasi N. Lkar
visindishol Ela
validated Subanitl
FRO A,, -.I
A,,,,d si
R-si- 2020 POT IndustrIes
J R.,O,,Xl Mism-Dspe 3CCO - CER Morni-Dad. 8COO - VAL
1IM1,12020 10t2fi(2020
llr24i2020 Approved
C-eg.qr �I.r Do-
k941) 480-0100
(Tt16) 31 5-2590
S.bC.t.Q.'y! Sliding FIderin, D- Assemblies
Campus,... Mai Cafift.tmn Marl 0, Listing
am
14,0261tIll areal
it
Ap-d for Use
Aster-d for Use
1102asit 22im
had 0 P t M2921�Nurnbsr or Name
Preduct D10-
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co E pirairun
In l
Outside 14VHZ
Reslataret l....
%du
3 SGD- 70tLarg, Missile ml
Vn� Sitting Gla,as Door
04114f2ul
yes
yea
yas N/A
March 6, 2023
PRODUCT APPROVAL SPECIFICATION SHEET(2023)
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if
they will be utilized on the construction project for which you are applying fbr a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
Exp. Date
1. EXTERIOR DOORS
ITherm
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
ThermaTru
Fiber -Classic and Smooth -Star (IMPAC1)
FL20470
+80.0/-80.0 psf
12/31/2026
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FLI 5332.5
+40.0/40.0 psf
12131/2024
PGT
Series 5570
NOA 21-0205,,03
+38.7/-38.7 psf
4/14/2026
Pella Corporation
FL2646
C. SEC11ONAL
Wayne -Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248.3
+31.0/-35.0 psf
12/31/2023
Wayne -Dalton
Series 8000/810018200 #1123 (16X7)
FL8248. 10
+30.0/-33.5 psf
12131/2023
Wayne -Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248. 11
+ 34.41-38.3 psf
12/31/2023
D. METAL LOUVERED DRS
CurTies Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL1 1537.1
N/A (see inst sht)
12/3112025
2. WINDOWS
A. SINGLE HUNG
Ml Windows and Doors
Series 185
FL17499.2
+60.0/-60.0 psf
10/8/2023
PGT
Series 5500
FL239.2
N/A
7/30/2025
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
6/2212023
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351,1
+55.0/-55.0 psf
2/1612024
Pella Corporation
Series 10/20
FL11161
+30.01-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sli ding Window
FL12811
NIA
5/25/2031
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+60.0/�60.0 psf
4/312023
PGT
Series 5520
FL243.5
NIA
4/3012025
Pella Corporation
Series 10120
FL6694
+50.0/-50.0 psf
7/15/2024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI Windows, and Doors
Series 5764
FL153532
NIA
12/31/2024
PGT
Series 5500
FL261.1
NIA
5/2612026
E� OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192�2
NIA
12/31/2023
B. SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
1213112023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.2/-54.2 psf
713Q(2023
C� OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124A
NIA
12/16/2025
B� UNDERLAYMENTS
Tamko (fbr Shingle Roo�
151b Felt Underlayment
FL12328
111
6/29(2023
Plyglass USA, Inc. (for Tile Roof)�
POLYSTICK TU MAX
FL5259
NIA
12/2312023
C, ROOFING FASTENERS
NOTUSED
D. ROOF VEN11LATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
NIA
9/9/2026
Florida Metal Products, Inc
Vent RV 10
FL21580,3
NIA
12131/2024
Lomanco, Inc
DA4 Exahust Vent
FL17202A
+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
171_7849� 16 - FL7849.20
NIA
12131/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 10ONS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+0/-180
12/31/2025
I
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storrn Panels
FL15076.1 - FL1 5076.2
NIA
12/31/20,23
All American Shutters & Glass
Galvanized Steel Storm Panels
FL17869.1
Ni
12131/2023
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see c hart
Simpson Strong -Tie
see chart
B �, TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL1999.1 - FL1999A
N/A
12/31/20,24
MiTek Industries, Inc.,
Truss Plates
FL2197.1 - FL2197,5
PVA
12131/2024
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSLI, LSL
FL6527.1 - FL6527.5
NIA
10/31/2023
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
NOA 20-0630.15
N/A
9/11/2023
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
NIA
5/25/2024
1
1
The products listed below did not demonstrate product approval at plan review,, I understand that at the time of inspection of these products, the folloWng information must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE DATE
Florida Department of Busil Professional Regulation page i of 3
Building Codes and Standards 112&2022
Product Approval Application Detail
kl�
0
Code
Entharro
Dole Date
Daba Pendina
me
Type version Manufacture
Contact
Validated
VaIndated submitted
FDO Approval
Approved Statu
Revision 2020
Therma-Trut Corporation
Steve Jasp...n Lyndon F Serri P. E.
Ryan J King.. P.E
0703f2020 07Y12(2020
07/290020
101130020 Al
Category: Exterrior Door.
(800) 843-7828 PE-434GB
(813) 767-6555
Subcategory: Swriging Exerw Door Assemblies
q..P.-noth-tru'do
Compliance Method: Eraluation Report from a
In
Florida Registered Architect carts Lotarittal Florida
Professional Engineer
FL=470-R3
drool
Quality Assurance
Approvedfortha, Approvedfor-Usse
I In Detach
said 0
t.M.2 elNumberarName
- L
Rhaduct Dansarptlern
ContractExplartion Da in HVHZ
outalgma
&I In P .... ure
1
za
T,� I lb-Classi. and Shricoth-Ster
Nominal U#38,.8 &quct;1mpact" Opaque
lW112022
ytss
-
Y,
Comp -it. Edge Filbergilasts Sino. Door
1
l'avAhgJO.tin9; X
io
.!2
2
b, Thahnna-Tra 'iber-Caseic and Smispoth-Star
Nominal 8&439,8 ":lmpatcFt&qudt, Opaque
12131r2022
Y.s
as
Composite Eta Fiberglass Single Doormth
adelice(s) (InswinglOutisrong; XO, OX or OXO
Configurations)
5
o. Therma-Tru FlIcer-Claseald and Smooth -Star
Nominal 5&#a9;6 i1quot:ImpacAquott, Opaque
12/31/2022
Yes
es
Y16 c-o
Composite Edge Fiberglass Double Door Wth or
,vithiput Siessifes XX or OXXO
CIO >et
-itfigurtath.m.)
4
d. Thermal-Tur Filb-Classic and Smooth -Star
Nominal 8',G &qudI:;Impact&quc1;. Opaque
1 MIr2022
Yes
Y
Y
C.mp-ii. Edge Fibegl- Single DOr
5
a. Theirm-Tra Fibe,Classic and S-th-Sosr
(I rewing"O.tawng; X configuration)
Nominal 8&439,0 &q..lrIrnp.ct&q..t' Opaque
12J31J2022
Ye.
Y..
V)
yeal -9,m-
Composite Edge Fiberglass Singild, Door With
6
f. Therme-Tru I'llbelClassin and Srrvxdth�Stw
Sidialit" (a) (in .. ingnOtitsymng; XO, OXor OXO
oonfig "'ations)
Nominal 8'D "lmPadt&qudr Opaque
I 2J31 �2022
Yes
Y S
Y.� %'45
Ctomp.91. Edge Fiberglass Dai D= With or
.theut Sidelite. (Inewing)Cutswing, XX or OXK0
7
g. Therma-Tru Ficar-Classic and Smooth -Star
Nin,tI6g;8"fmpect" Glazed
I MI f2022
Yes
Yes,
Yes ItA COD CIA,
Composite Edge F1 perglass, Single Door
a
h, Thermai-Tru Fiber-Cloesid and Smenoth-Ster
OnswinglOutevirmg; X configuration)
Nominal 68#39;8 ".ImpaacAqupt Glued
12131 f2022
yc�
Yes
Y"Is 99A
C.mrdorn. Edge Fib.rgi... Snole, Ddar Ath
cn
Sidelil (InnevvinaiOultawrig; XO, OX or CXO
= E
configurations)
cc CD
9
i Thernisa-Tru Filder-Classio and S-th-Star
Nominal 69939:8 &quodmpacl Glued
12)31f2022
Y
Yea
Yes
Composfte Edge Fiberglass Dou dre Door With or
Without Sidelle. (InwAng/Outsoling; XX or OXXO
configurations)
10
1 Tfiernna-Ttu Filpar-Clasillo and Smooth -Stair
Nominal 8'�O "Impact" Glued
12)31�2022
ye.
Yea
Yes NIA
Composite Edge Fiberglass Single Door
(I n7i"a'Oust-ing; X -figuration)
11
k. Thearma-Tru FlIcer-Classesid and Emotin-Star
Nominal 8'0 &qU0tlFhpsot&qU01: Glued
12f3laM
Yea,
Yes,
Y.R NfA
Composite Edge Fiberglass Single Door %,Ath
Scielra(s) qn-ing/OutsAing, XO, OX or OX0
ounfiguratti-s)
12
1. 7herme-Tru Fiber-Cei and 5mooth-Star
Nominal 84,4$9.0 &qvQt;lmp;sci Glued
1W112022
Yer,
Yea
Yes NIA
Conn it. edg. Fiberglass Dftbe Dcorwth or
Wthrt Sidelialne (InswingfOutsvying. XX or C)C(0
no,figurshons)
13
m, Thermes.-Tru Fiber-Clasve and Smooth -Star
Nominal 684�9;8 Iliquot;Impacti,quot, Opaque
QJ3V2022
Yes
Yes
Yea, NfA
Composite Edge Fiberglass Single Dcao,Wth
&qust;Nort-hmpact&quoq; Sjdellte�s)
(Ins,inglOulaw"; XO, OX orOX0 cohnfiguIzatims)
14
Thiarm.-Tut Filb-Clasm And Stmearth-Star
Nominal 6&939,.8 "TImpact&quo1i Opaque
12J3112022
Y
Yes
Y_ NfA
Composite l . Flb.gI... Do. ple, Door vith
"',Non-Impapt": Sidefita,, (InswrigiOurteviing;
OXXO admiguinatian)
15
o. Therma-Tru Fioer�Olamid and Shrooth-Statur
Nominal 8&931R.D ":ImPzFdt&quOt� Opaque
1 MI F2022
ye�
ye�
yes NIA
composite Edge Fiberglass S Ingle DoorWth
"Nc,n-Impaot" Side re(s)
(I nsWirg/Cutsewing; XQ, OX or OXO config uratiorri
16
p. Therma,Tru Fbar.Classlic and Snapom.Star
Nominal 8,,U Rquot:Imp2.t&qu.1 Opaque,
1213112022
Y..
Yes,
Yet, NIA
Composite Edge Fiberglass Double boor with
"�N.rr_Inqpaot" Sldellbaa (InapringhOut-g;
OXXO -figuration)
17
q Thtanrrras-Tn� Fib.,Cl ... i. end Snd,I
N-imil 6&*r3gs &q..IN.n-Innp..t&q..t Opsici
1 2J31 f2O22
Yes
Y..
No N/A
Composite Edge Fb,,rglIsr. Single Door
(InevordOurtsmi X configuration)
18
r. Therma-Tru I'llber-Clattesio and Snnouth-Ster
Nominal d',8 ":Non-Impact",. Opaque
In112022
Yes
Yeas
No NfA
C.mr,casitt, Edge Fiberglass Single Door FAth
Scelte(s) (InsxvtnglOuta�,�mg; XO, OX of OXO
configurations)
19
s, Therma-Tru Fiber-Classio and Smooth -Sour
Nominal 6'6&quct;Non-lmpacMquo(. Opaque
12)3112022
Yes
Yea,
No MIA
C�mposle Edge Fiberglass Double Do., Wth or
vAthout Sidelites (IrwilnglOut-Ing; XX or OXXO
configurations)
20
t Therma-Tru Fibe,Cliassic and Shnsooth-Ser
Nominal 8&#$9;0 diquat;Non-Impectaquot: Opaque
1213112022
Yes
Y�s
No NiA
C.mito,sit. Edge Fiberglass Single Door
iln-AnSlOut-ing; X configurai
21
u. Thanna-Tru Pilber-Classic and Smoth-Star
Nominal 890" &quc0on-fmpapt9quot Opaque
12Y3112022
Yea.
Y-
No N/A
Composite Edge Fiberglass Single Doorvvith
Sidelite(e) (InsrAnglOutawng; XO, OX or OX0
confia " ralon.t
22
v. Thermz-Tm Fibeir-Classic, and Bropoth-Sbar
Ncmi 8&999;0 &qu,t;Nlmpact&qu,i; Opaque
112131=22
Yeas
Yes
No NIA
Compip"It. Edge I'llberglass Double Door Wth or
I I
With. ut Side] tee� (Inswit-IglOtfteying: )Q�or OXXO
configurations)
2$
w. Therrhae-Trq Fiber-ClostJo and 5-th-ster
Nominal W439;8 "NQn-Impa,;t8iqruot; Glued
1V31/2022
Yels,
Yes
No N/A
Composite Edge Fiberglass Single Door
(I ' swing"Oulawng. X configuration)
24
x. Therma-Tru Fiber,Classic and $mocth-Stair
Nominal ft@39:8 "Non-Impac1Aquot; GI-d
1213112022
Yes
yeas
No NIA
Composite Edge Fibertil... Single Do., with
scelli 0 "sWrIg/Ourts-g XO. OX., OY0
-figuration a)
25
y- Thenma-Tru Flicer-Cassid and Smoth-Star
Nominal l &qut;N--I.pt&q..� Clued
122112022
Y_
yes
No N/A
C-posite Edge Fiberglass Double Door vAth or
Wthout Sid"Itee (Insving/Outiewing; XX or OXXO
configurations)
26
z. Thermig-Tru Fber-Cassic, and Smooth -Star
Nominal 8&ft3g:O ":Non.lrhpad&ouot; Glazed
1213laO22
Yes
Yet;;
No NIA
Composite Edge Rberglass Single Door
finasdinglOultswing. X configuratiorn)
27
za. Thermat-Tru Fiber-Caessid and Smooth -Star
Nominal 8&939;0 ":Noh-Impazt" Glazed
11213112U22
Yea
Y_
No NIA
C-p-ilds Edge F, bangle- Singla D-Ath
Sidelbe(s) (rsWngJ0utsWng; XO, OX or OXO
oanfigu"u.'s)
28
b. Ther-ma-Tru Fiber-Oltussic -d Smoth-Ster
Nominal 88#39;0 &quo0on-Impact8quor, Glazed
12J31=22
Y
Yes
No NIA
Composite Edge Fibeargitaw Double Coor Win or
,,ithoutSida,lit- 0-ingfOutswing; )O(�, QXXG
configurations)
Florida [)apartment of Business & Professional Regulation Page 1 Of 2
Building Codes and Standards IffirD21
Product Approval Application Detail
Code
fritterer Data Data
Oat. isendlan
Date
T version
Maraufactuear
Corked Entrini-9 Licams, validated Italy Validated Submitted
F9CAuctmoaal
A,,r ... d
Status
R.,4aio, 2020
MI Windove and Doors
Bren ailinger Luis Roberto Lomas Steven 14 Urich. PE 101OW202a lomano2c
lOY1912020
12/1512020
Aptravred
category: Ext"or Docra
irg 3H-3300 PE-M-14 f?17) 31T8454
SuleCategrory. Siding Exterior DmAssembfies
paltingan@.wd-com,
Coinpill Method: Evaluation Report from a
Florida Registered Achitact.r. Licensed Florida
Prefestilortil E,rith
Quality Assurainso App-d for U
Appro,"d for Us.
Impact
Design
Isou
or Name
Product Clascriptla, Contraet Expliatio" Date In l
outside livHz
Resistant
Pressure
1
="llfirba,
'MINUM SOD
SERIES 420 ALUMINUM SOO QXO 12PJIM24 No
Yea
NO
N/A
145- 314 ")(�08,ri,iot: NON -REINFORCED
2
SERIES 420ALUMINUM SGO
SERIES 420 ALUMINUM SOD OX XG. XX I?J31J2024 N.
�ps
No
WA
S6&q_dtdA0" NON-RSNFOR=
3
SERIES 420ALUMINUM SOD REINFORCED
SERIES42CALUMIN MSGDREINFORCEDOXO 12,3112024 No
yea
No
MIA
145r1F4&quWX@68A.pi
4
SERIES 420ALUMINUM SOD REINFORCED
SERIES 420 ALUMINUMSrD REINFORCED OX 12;3if2024 No
Yes
No
N/A
= XX968-qudX96&qdOt:
5
9ERIES 420ALUMINUM SGO RFJNFCRIFQ
SERIES 420 ALUMINUM SOD RrINFORCED XXX 12211J2024 No
yes
No
WA
143&q..t;I,96&quaI,
Florida Department of Business & Professional Regulation pass I of 2
Building Codes and Standards 1&2021
Product Approval Application Detail
Code
ErAlt, or
2111. Use- car. Pardir.
set -
Type
version Alanufutureer
contact liataineheir & Leente
validated By
validated substill FEC Approve]
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Jeff" P, A ,son, P F
1 DA 212020 09(29/2020 10f23)2020
12(W2020
Approved
Corporeal.
C330) 763-6121 PE-61737
(904) 821-5200
Calteg.W. 5,,terl.r Do-
chIornistigiwaynis_dation
S IA-mbliaa
C:�flarrrcrs method! tdalusiden Rao 't fi,
ad m a
Florida R"Istered Architect or a Uca,s.d Florida
professional Engineer
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Product Description
In l Outside Hl
Resistant
Pre.-
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2117 21
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1213112D23
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Florida Department of Business & Professional Regulation Feast oft
Building Codes and Standards 115imi
Product Approval Application Detail
Code
Entry or
Date Data page Patrol
Me
1XM Vonom Ifteraufacti.ner
End-IrS, Licamse
ycegatea DIE Valid. III S,bahitted F 3G A-rd-I
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Rsv�ioh 2020 Carries Division OfAADG.
Torn Rattay UL LLC
Troy Bishop, P-E. 1 W1 012020 12JO112020
=112020 Apip-ol
Categasnn Exterior Doers
341 , 494-2813
Z.atya.s..tuoJ
i954) 947-MBO
Subcategory; EXtImorDeorComponents
Compliance Mothod: Certification Mark or Listing
Fin
Approved for Usk Approved for Use
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12t3l/2025 ya� yes
Y., N/A
D-
hol metal decre.
Florida Department of Business & Professional Regulation
Building Codestand Standards
Product Approval Application Detail
Page 1 If 2
C.d.
Entity
Data [We
Date P-old,
139.
'No- V,,I,o id-finctu-
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status
Ro,vision, 2020 MI Wirdims and Doors
bront Elifular American AcArtectural 5seven M. Uriqlh. PE
11117M20 11/17/2020
11,2-112320
App-d
cat-glow.,wndows
t7l7) S65-3300 Mamfisictdr Ateocl.th- (717) 317-6454
subcategory: Single Hung
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page I of 2
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Building Codes and Standards
1/2&'ZD22
Building Codes and Standards IS202i
Building Codes and Standards
1512021
Building Codes and Standards
I 02D21
Product Approval Application Detall
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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Steve Jasper ... Lyndon F. Scle,idl: R E Ryan J. King: P E,
I C/07121321 0911 W021 10113J2021
12ASM21
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Contact Engineer 8 Liberals Vardated i Validated submitted FOC Approval Approved status
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Ap,r,v,d Status
Revision 2020 Mi Who- and Door,
E,ant Sltli�ijer Arairno- Anchh.dunsl Sticy- M Ufth, Pr I I. :V I lt2212020
11asT 0 App - ove - I
0 I - -
Catheqory� Edretior Door*
(800) 643-7628 PE-43409 (Bi 3) 787-6556
Affirmation 2D20 PGTIrduacks
Jirms R-..eki Mrrirri-D.de !CC0 - CER Mi-I-0.d. BODO - VAL limf2l)20 1 1 �05= 11[1112020 Appro,ted
Revision 2020 MI Wridws and i
Br,ni Simper American Anchlerectural Steven 14 Urler, PE 10,UW202G 1QMsn02G
10/1912020 Appleved
Category: VVIndotvi;
4717� a0-33W M.mariaclu-s As-li fT17)'317-6454
. -
SubCategory: swinging Exterior Door Assemblies
I
sjesperecri@thermatru.co
Category- Wind-
(941) 486-0100 (766) 315-2500
Category: Winall
Subcategory'. Horizontal Order
j717) 31 7
(T17) 3055-3300 ManufActur-Associelan .. -8454
poitlinger4g,nrud-corn
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Approvalfort-hise
Aopr,-dfo,U,,
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Design
Sage Product Model. Number or Name
Product Dewription Contract Elicitation care In tt Outside HVHZ lte�latasnt Pressure
yas Yes Yes N)A
S--# Product Model. Number or Nzm,
Praomt personal a Data J,HVHZ outside HVHZ
Resistant Pre'sure
I 185 PW
7�� 72 Insulated Ge- 0410MO23 yes
6 rtm- - fg-em
0 LL
=
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Product Description Contra& Expiration Date in Hv"Z
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Resisdant
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2 SH5500 (L�,gla Le,aile Impaidt)
Vinyl Single HurgUimd-, 0713=025
I HS 188 Fin ,ndFlange Frome
73.�2 ,sulated Glass 02J16t2024 No Yes
No .55f-55
=11
r- M c..') C�4
- -
M -6-0 %+-
ca
I a. Thernnel-Trut Fiber-Cfia,i and Smooth -Star
Nominal 6Ǝ Squot,Noad mpact" Opaque 1WV2022
Composite Edge Fitheig law Single Door
No
Yes
No
NIA
__%
- cin ><
_c3
0
CIO 0
>
(Inswrig/Outs,fing; X configuratior)
-S = L' CL-
!2 Cc CZ) -
V)
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2 b. Th.-a-T. Fibisr-Chassic and Smooth -St.,
Nominal 6&039,3 "hlon-1 mpact&quat; Opaque l2i3112022
No
Yes
No
NIA
'(n 1= C�4 .=
Q) L_
L_
Composite Edge Pilbergass, Single Door voth
- cia L-1 .5!
C/) -1�-'
CL
Sidelie(s) (fic-inglOutinvita XO, OX or OXO
_`
fig-ti.ca)
.
.CC _ C-4 �lc
Cf) CIO
!E
(a
3 c. Therme-Tru Fbar-Classic and Smooth -Star
Nominal 6'3 &quc'�.Nedd mp4ct&,Iu.t: Opaque I 213112022
No
Yes
No
NIA
3: 2 W
=_ 4)
40
M _11��
-
Fiberglass Composibe Edge Couple Door \Mth or
_=
a, - =
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U)
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wthoutSidelites (InevvinglOutsvitng: XXor C)O(O
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4 d. Th.rma-Trc Ffllbe,Claa�ic and Sm..th-Sta, Nominal 7'0 &quea Non-impact5iquat: Opaque 1 �J31/2022 No Yes No NIA
-
-�; :CE, � --=
Composite Edl I'llberglases Single Door
5 a Themno-Tru Fiber -Classic and Smooth -Star
(I maraving/Outswing; X configuration)
NDMIM 1 7',0 &clmt Non -I rapact" Opaque 12r3112022
Composite Edge Fiberglass Single Door with
Sidelitc(s) �l-inglOut5ving. XO, OX or OXO
No
Yes
No
NIA
>
.
:a, = C=
.!= - (Z
.
=-- = = JIM
I
5 f. Th.,m.-T,U I'lle-Claasic and! Smooth-Sts,
configuni
Nominal 5aO&qLct;NonImpacb" Opaque 1213112022
No
Y.
No
l
Florida Department of Business & Professional Regulation P.g. I of i
Florida Department of Business & Professional Regulation
P.S. i .r 1
Florida Department of Business & Professional Regulation
in C3-
= E P., I ofi
a
Composite Edge Fiberglass Single Door
Building Codes and Standards IR5=21
Building Codes and Standards
1512021
Building Codes and Standards
M = I1lb2U21
(InewnglOutswing: Xconfiguration)
a: W
7 g Thermal Fib-Cled,si. and Sma,tsh-Star
Nominal 8;0 4qQQt;NonImpcot&quoL Opaque 1213112022
Composite Edge Fiberglass Single DoorrAth
No
yes
No
NA
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
-
'-�! -
Sidere(s) (InswigtOultswungh XO, OXor OXO
-, � - F, -_ I
,-, I -
"
�
A=
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11111'_ -_
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configurations)
h, Smooth-:31car No Yes No NA
8 Therma-Tat Fiber-Claseic and
Nominal s'0"Noa-Impact8.quct Opaque 121�1112022
Composuba Edge Fiberglass Double Door with or
Cod.
- I
F"Wre . Det. QW. Data Pandindi pash.
Code Entitir la 211A Date net, Pending alillit
code Endiar . Data Data Date Pinsfina
Dal
4
Wthoitt Sidefltas i nswlnVOutav�ing; XX or OXXO
71 Version M.ridifacy'.
Coined ennerserg License V,fildist.d Iss, Validated submitted FDC!A,c.vsi A,,ray.d A"
TV"s Wri [A ... Nomura,
Contact lindi S. License Validated By Validated Stillumiltdol FSC Aranaval
A-mov. ,Status
70DO Version Manufacturer
Contact Ilhiall & Liden" Validated W vaildahal Submitted Pao Approval
Approved A=
9 I Therml Fiber-Classicand Smooth -Star
configurations)
Nominal 6g8":Non-lmpact8quM Glazed 12J3112022
No
Yes
No
WA
Affirmation 2020 ROT nd�aljrl
J Rea-lil MI.Ini-O.d. @CCO - CER Miami -Dade BCCO - 'JAL 11105)�!020 1 M612020 11MI12020 Appr-d
Rem.i., 2020 MI Wind- and De-
Bront atfinge, Luis R Lomas, FE St-.n M. lurch. RE 10JOB12020 10106,Q020 10/19QD20
12h5/2020 Approved
Affirmation 2D20 PDT Industries
Je,% Roso-ki Macri-Oade 6CC0 - CFR Miaml�Dsda SCCE) - VAL 11MM20 IM5)2020
1111112020 Approved
Corni Edge Fiberglass Single Door
Cal.g.iry! Wind-s
(941) 486-001) (786) 3i5-2590
Category: Windows
Ul 7) 365-3300 PE-625i 4 917) 317-8454
Category: Mcd-
(941) 466-0100 (766) 315-25�O
�ImsWriglCutswinigh X configuration)
SlubC.t.eary: Fl,oad
ReavinkiMpg(Inquarreae
Subcategory: M.11ions,
lbsitlingerConIval.-
5.bC.t.pcly_ Mi
jr.oa,,skl@rpgtmdL.Mc.o
10 j, Tharma-Tru Pheer.Cli and Smooth -Star
Nominal Sa8":Non-lmlpact"� Glazed 12ZI12022
Composite Edge Fiberglass Single Door Wds
No
vs.
No
NfA
Compliance WI Cartificetim Mark or Listing
.in
Compliance Method: EvaluotJon Report from .
Florida Registered Architect - I.I.onsed Florida
C.rapilarc. Method! C.,theart., Mark or Listing
.in
Sidellte(s) (In-AnglOut-Ang; XO, OX or QXO
FL#243.R24 Produ
P,.fa,a,.nW Engineer
FIJ#201�Wlaroduct
11 k. Thc,ma-T,U Filber-Classa; and Smooth -star
config und,tions)
Nominal 6':88quatNon-Impaot". Glazed 1213112M
No
Y_
No
NA
-$..# Product Model. Number or Me,,
a-lits, A.'airane, A,,,v,df,,U,, Amer-alfarlij, lasso 13-yon
Protract threctietiorn Contract 2xichation Date in Hvtlz outside HVHZ Resistant pre -re
PL*15353-1115 Products
Uri # Puoducl Model. Number or Name
Cualm, Assurance A-r,-d far Use Approvisi use
Product Desehittlon Contract Expiration Care In HVHZ Outside HVHZ
hirm-0 rasing,
Resistant Pressure
Z
Compcaits Edge Fiberglass Double Door with or
without Sdalltes (limmang/Outswing: XX or OXXO
5 PW-5520 iLe,ga Missile In-p.&I
Vinyl Fixed Windo. (),IaO/20�5 Y.a Yes Yes MIA
Quefity Assurance Assinweelf, Us, A-,v,d Far lift,
Ini 0-hen
1 Mullions to -All Dws nd Windor,le
Aluminum Mullhods 05/26=20 yes yes
Yes NJA
comfiguratoms)
51811-4 End.at Modal. Number or Me,,
Product Descril Contra r.24n 0.16 in SVHZ DmIncid. el
!�
Resistant Pressure
12 1 Theran.-Tun Filow-Classio and Smooth -Sus,
Nominal 7&#n;0"Nonlmpact&quct, Glazed 12i3112M
No
yes
No
NA
2 5 04
Vertical Aurrinu, Murton No Yes
Yes N)A
C-poert. Edge FitterglasisSic9l. Door
(lash,angfOutswing: X configuratich)
13 ra Theurans-Ta, Fib-Cl.a.i. and 8-th-St-
Nominal 7&#S9;0�qu,t;Nonfimpact&guc:t: Glazed 12al/2022
NO
Yes
No
WA
Composite Edge PUglassSingle Door vvtIh
Sidelite(s) (InswagifOurtswing, XO, OX or OXO
configurations)
14 n. Ther-Tru Fil�,Glraldeic and Smooth-Stor Nominal 8'O&qu.tN.r-lmp.bt&q.ct, Glazed 122112022 No yes No NJA
Z
Composite Edge Flicergload&Single Door
(In-Ang/Cutswing X Configuration)
15 o. Therma-Tru File-Cla-c and Smooth -Star
Nominal 5g;0iquot:Non-Imp@Kz&cl Glazed 12t3l/2022
No
Yes
NO
MIA
Composite Edge Filiberglast, Single Doorvoth
Sidelne(e) inswingfOurtswing, XO, OXo, OXO
Florida [)apartment of Business & Professional Regulation Page i or I
Florida Department of Business & Professional Regulation
Page 2 or 2
Floncla Department of Business & Prol'ossional Rogwlatlon
F.ga3 ,F4
16 p. Therma-Tru Flaer-Chat and Smooth -Star
configurat[ons)
Nominal S&039;D "Non.lmpact&qui Glazed 12r3112022
No
Y..
No
NrA
Building Codes and Standards 1 M12021
Building Codes and Standards
10&,D21
Bu i ldi ng Codes and Standards
30,923
Com posits E dge Fiberglass Do uble Door with or
without Sidelit,es fl hswirng�O ui ng: XX a, OXXO
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
W
configurations)
17 q. Themn.-Th, Fiber-Glies- and Smoodr-Star
I
Nominal 0g5&quodNon-Impaedr&qui Opaque 12i3112M
C'm posits Edge Fiberglass Single Door Wan
No
yas
No
NYA
ol oi
11 I
I
k'
111
F1
Transom (InsWingilOutswrigh WX configuration)
-
I , 11
�.'g �� ," �� I � I
' . -
19.
is r Therinna-Tfu F�W-Classic and S;nnoctlh-Star
Nominal Sg88ouotNonImp@ct", Opaque 12i3112022
No
Yes
No
NA
Cod.
Erildr " Date Data Case flouncing me
code
Entity or Does 2a Date Pending
090
92C.
Grab . Ciat" Data Daite Piano-
Dat"
Composite Edge Fiba,glass Sim9le D.-Ab,
Sideline(li) and Trai-an (I-SIC.-l-Aing. OIXO.
O/OX or O1OXO configurations)
TV-e V-1can Misouractuner
R.,isj_ 2020 James Hardie Building Products. Inc.
Conrad En,i-,, & License Valiftlainad Iss Validated Submitted Fiat; Anamatral A,,,v,d Smilaus
Chad Oorci� V, Arde,,., Tisa John Southard, P.E. Oi/0512021 121i412020 0110G021 dirg FSC Appa
TV. Wrai- aterafisell,ar
R.vsI.a 2020 Alsld.
Contact Engin ... & U.-I Valli sa, Validated Sulannittad Pao Atericaval
Nick Thompson Lyndon F. Schnrics, P.P_ Ryah J King, P.E. 0211512D21 a2flW2021 02,22W21
Ammovad maturs
0411312021 Approved
Tso. Waks, Minturnstictu-
ReValon 2020 OAF
Contact Engineer & License valiplatefl Illy Miatell Submitted Fli Adisaval
Michael Stich Robert Hinimmen John W. Kneaevith. PE ItVI912022 12A712022 12M/2M
Arigrovial Status
02/0712023 Approved
cart.gi P.al Wells
�909� 545-83159 PE-8192 (352) 367-252B
Category! Panel Willa
(330) 922-2389 Pr-43409 S13) 7G7-6555
Category: Rocifing
s0e)756-Z411 PE-59166 (M4) 772-B224
19 s Th.rm.-Titj Ficar-Classio and Smooth-%,
Nominal 3�Q;8Sqvc,l;Noa-Impabt&cIuot; Opaque 1213112022
CompoilteEdge Fiberglass Single Door with
No
Yes
No
NIA
Subcategory: sifing
sh.d,dIarPk.j�jJh.,di
SubCasestOrr. Scr%
nthcm�.n0.1aid..PPm,
SLbC4tWgrry. Asphalt Shingles
rnstlashpopLacm
nj
addil (1-4ing/O.cawng: XO, OX or OXO
Complier. Method: Evaluation Report from a
dc.m
Con,pilan.. Named: l2ve.elon Report from .
C ompilance Method: Evaluation Raped from a
Continuous Head and Sir configurabods)
Florida Registered Architect ore Licensed Florida
Florida RegletenedIA,chitact - Ll.ar.ad Florida
Florida Regi.teradA,ohitect ec a U-sed Roadis
20 t. Th.-Tru Fibisr-Cillaske and Smadth-Stair
Nominal 8&039r,l) 8etuot..Non-Impatifiliquot: Opaque I 2G112022
No
Yes
No
NIA
Professional Engineer
Professional Engine.,
P,.1-Il Engineer
Composts Edge Fiberglass Single Door with
Sidelite(s) � rrsWn@1Outswn9r XO, OX or OX0
FLM3192-RO Products
IFUW[52-a�R� Product,
FLa"0124-1131 Prod"
Continuous Head and gill minfigurations)
QUWIrY Assurance Appro,asid for Usti Approved far Us. IneW Deals,,
Quaility As,,,- Acar ... d for us, Aa,r,v,d far Uss
Wesel Deal-
Approved for Vers Approved for Visa
Intrue0t Desion
21 u. Therma-Tru Fper�Clib and Smcph-Stair
Nominsl 6&939,8 "Ndm-Impact&cIuoi Glazed 1213IJ2022
No
Yes
No
i
sea A Product Model, Number or Nam
Product Doscilpilo Contract EXI)IFetion Data In HVHZ Outside HVHZ Rosislarn Pressure
ssal"t Pr.dW Model. Number � Me-
Neutral D.-Iptim, Contract Expiration nata In HVHZ Ouiedo Hi
Resistant Pressure
-sea 0 Product Model, Number or Name
Cb� rlAssumance
t a
Product Deserial xyliallonDarthe in HVHZ Outside Hv
Resistant Pressure
CompositeEdge Fiberglass, Single Doorwith
Sictellbl �InsWngfOutiawrigh XO, OX or OXO
1 Cemplsrk Lisp Sdm�
loar-o'nasal, I.Paiding InV2,32S Yes Yes MIA N/A
I a, &.qUa;27&.qa0t Soffit
Vent or ScIld Vinyl Wilit IV31�2023 t4o Yes
No MIA
1 OAF Asphalt Roof Sh angles tar use in F BC r.r-HVHZ
Fiberglass acirrarced 3-thib. llmrmetcd� 5-t.b .ad 121116a025 No Yes
NIA NIA
I
Comil Head and Sill configurations)
2 H.rdi,PI..k Lisp 516irg
11bar-ormant lap alding IW11/2= Yes Yes MIA N/A
2 lo. 11,quot;Aillarce 1`48uquotl Stitt
Vent ., Solid Vinyl Sort, 12h3112023 `� Yes
No WA
Jurisdiction,
hip/ridge nspholtathimplas
22 , Themae-Ti-ij 'bor-Claasi. .ad Sinkoph-Sta,
N..i,.l 8&09:13 &q,uknt;Nbm-Impasbt&qu.t: Glazed 12/3V2022
No
Y
No
NIA
3 c &.quat,GestarierVintangs, 8.ihdedtu*9: Soft
Vent or Solld Vinyl Soffit 12131 r2O23 NO Yes
NO MIA
Gompaifte Edge Fiberg lass Single Door with
4 J. &qLd,;DS&ql Sciffit
Vent or Solid Vlayl Soffit 12131f2023 'j. yes
No NJA
Sidelite(s) (InsclingiOutsviiingy XO, OX or OXO
5 .. titt'let;Chart., C.k&,l Sciffit Vent or Solid Vinyl Soffit IW310023 No Yes Me N)A
Continuous Head and FAR configurations)
6 f &q.c1:s.P.'SP..&qu.t; Saflit
Vent ., Sold Vinyl Soffit lV31,2023 No yes
No NIA
23 w, 7herma-7ru Fliber-Classic and Smooth -Star
Nominal 1 68.439;8 &qui Non -I mpach&gLot; Opaque 12�31/2022
No
Yes
No
NIA
Composite Edge Fiberg Itess Door Pa nois with Vented
adelii (anevAingiOut-ing; XX >=Or Y>=
configurations)
24 x. Therma-Tru Fibar-Cla"ic arvd Smooth -Star Nominal S'0 8quotNcn-Impabt&qPct; Opaque 12�3112022 No Yes No N)A
Composite Edge Fioergli Door Pimetswith Vented
adelitta(s) (InsungkOul,swingh XX )OCK o0Q=
figUabOnti)
""
26 y. Ther-Tru Fbe,-Cl..Ib and Sm.cith-Sts,
Nominal 6&939;8 &qU,*Non-lmdedt&qI.bt,, Glazed 12i3112022
No
Yes
No
NIA
�
Composite Edge Fiberglass Door Poneewith Vented
Sidelitt OrawnglOubewingi; )C( )ON or X)O(X
Florida Department of Business & Professional Regulation Pagel of 1
Florida Department of Bus -tress & Professional Regulation
Page I of I
Florida Department of Business & Professional Regulation
Pallet art
configurations)
Building Codes and Standards last-11021
Building Codes and Standards
1 02021
Building Codes and Standards
iri
20 z. Tharma-Tru Fber-Clasaic and Smooth -Star
Nominal 8&#ag; 0 "h Nond mpact". Glazed 1213112022
No
Yes
No
NIA
Composite Edge Fiberglass Door Paneiswith Vented
SiclelWs) �ns,Mng1OLtaWhgr XX XXXor XKXX
ProductApprovall Application Detail
-_ ---
Product Approval Application Detail
Product Approval Application Detail
Configurations)
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M
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27 za. Therma-Tru Fiber-Classio and Smooth -Star Nominal 8&#Sg.8&qtmtNcn-Impact8quot; Glazed 12J31/2022 No Yes No NIA
C;.mp-it�E,Ig�Fib.,g���Singl�D..��h38g39:0
Sidelite(s) (InswinglOutswng XO, OX or 0)(0
code
I, �� �., - -
Entil, 0 Vale RU. Date Pending Date
C040
entity a Data Data PA. Pending
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Cod.
"��"-"'
Entity or 2:111. Date Date Pending
I
Date
28 zb. Ther-Tru Fiber -Classic and Smooth -Star
donfiguiriation.)
Nominal 6'�8 Sguallon-impact&cluct; Glazed 121OV2022
No
Yes
No
NIA
T-- Version Mantsficturer
C,ntao, Encialuri-A Udenent visliclamill as Validated Subanitterl FDCA[ Aitchb-d Ada
iYa Version Manufacturer
C,mad E,,I-,,& 1-1-ins, V,fidi IN Verdi submitted FBC Approval
A-lov,c] status
7vp. Voralop Manterfauctuar
Contact ling- & License V.11dabod Fhr Vat al Submitted P9c Approval
Approvad status
Composite Edge Fiberglass Double Door With
R.ms 2020 TAMKO Buildirg Products LIUC
Karl Eden R aW Nihatrinen John W. Knexievion, PE lM4)2029 09129,2020 10)1n020 12,15/2020 Approved
Revision 2020 i Therapsor. Inc. trials Thompson Architectural
Tory Christman Zachary R. pileric Steven M 1.1i PE 0911 Ti2O2a 09/1612020 all
12J1542020 Approved
Rovshon 2020 Florida Metal Products Inc.
Cl.rkuda s J.m. I, Bucket, P.E_@ Std- M. U,I,h PE 09,27t2020 DRQ�020 10�,tl]20
12,16,2020 Approved
3039:0 t9idelttes (In-ingiOutant,ang; O)C(O
Category: Roofing
(417� 524-6044 PE-521BE f954) 772-6224
Metals Company lTANCO)
(B13) 248-345E PE-74021 T17)317-8454
Category: placing
tse 4)783-8400 CBUCK Francerfing l717) 317-8454
29 ia� Thimma-Tru Fiber-Cphism and5mooth-Suar
configuration)
Nominal 8S#59.0 5,qu.tillon-ImpAotagutrt: Glazed IWV2022
No
yes
No
WA
Subcategory: Undellsyments
karn-adar@aunkocom
category; R-fing
Subcategory: Reding Adeassories that are "
thdr-y@g-hifir-fing -
13,11hCal.licirl placing A,P...ri. the are ac
Integral Part birth. Recill.9,9yetern
clarkitglance. e.m Pl�-311242
I
Composite Edge Fiberglass Single D..rwkh W30;0
Compliance Method: E�Iuathon,Repon from a
Integral Part afthe Facing System
Compiler" Mollrob: Evaluation Report fr.. a
addihs(.) (In.winglO.1swing XO' OX or OX0
.
Florida Retrial Nombectora Licanded Florida
Compliance Method: Evaluatiah Report from a
Plarld. R.gl.t-al or. Licensed Florida
so zd. Thernit Filter-Chessm and Smooth-Staf
configurations)
Nominal W39:0"Non-1mp@dAquct, Glazed 12[3112022
No
Y_
No
NA
Professional Engineer
I
Florida RagI.ta,.dA,.hdel Licensed Florida
P'da,l Engineer
Composite rdge Fiberglass Double Door with
FL*12328-R9 Products
I I
Pr.Kason.1 Engineer
FILWASIll Products
3=39�0 Sid.lite. (Inawing/0.1tvaing; OXXO
oonfiguiresti.n)
QmsIIt,A,au, A--dT,r Us, A,n,,v,d har Uius Il lasaks,
I'L*150111-Rill Products,
C"IRVAStraffalocia Approved to, us. Approved for Use
Impact cashed
31 ze. Thearma-Tru Fliber-Classuo and Smooth -Star
Ndmlaal 7&939;0 &q.otNpn-Imrobh&q,Pt: Shaker 12)3112022
No
Yes
No
NIA
8-0 PrbdL.t Modal Number ., Me,,
Product Deacrinfid, Contract G,eirathdin Date hnHVHZ outside HvQ Resistant pin,asurs
QuallImAindurance Aper-dirrarUa, Aldraroved for U,
Impact Design
a-- s P,.da.t Model- Number ar� Who.
PanducILD-Aisdea, Contract E-maten Dato ir, IqvIHz Ourtsid, HVHZ
Reattrant Pressure
Series Composite Edge Glazed Fiberglass Single
I TAMIKO Root Underlayments (HVHZ)
Roctundedayments for use In FBC HVHZ 06120023 Yes No WA NYA
5291 Product Model, Number or Wass
P,icoftsat D-rhAmr, Contract Expiration Ril in HVHZ Otuaai� Hl
Resistant Praissan,
3 3- FLAMCO &q.t:RV 10 Ridge Vent&qud:
Aluminum Ridge Vact$ for pitched rooft %Heated lWlt2024 No yes
14. NJA
Door vath or without 19#39:2 Sidelite(s)
jurischedbas.
I TAMCO Rat Top Off-Ridg. Vent ,vith Baffle for Tito
26 ga- stato roofveatilator vdfia baffle )Q*9/202(3 Yes Yes
NIA WA
fr.. 3.02VAJ.rairurn
(limaknigirOubawng, X. OX, XO or OXO corifigurstions)
2 TAIMKO Roof Underlaymants�NOWHVI[Z)
R-fund,dayments fic, use in F 9CHVHZ 0&2912023 No �. N/A N/A
2 TAMC�O Oomn.ekVcm
26 gir. 09109f2m N. yes
MIA -W-525
jurisdictions,
3 TAMCO Off -Ridge Roof Vent with Baffle
26 ge- stat1coloriverillitsto, ,,ith integrated todire W0912026 Yes Yes
MIA N/A
4 TAMCO Round Top CIff-Ridge Vent with Baffle far The
26 ge- statel-oof-filat-Ith battle 0910912026 Yes Yes
N/A KJA
Flo rida neigartment of Business & Professional Regulation page I oil
Florida Departmend of Business & Professional Regulation
P.S. I of a
Florida Department of Business & Professional Regulation
P�g. I oil
Florida Department of Business and Professional Regulation
Building Codes and Standards W112021
Building Codes and Standards
U7,21021
Building Codes and Standards
3&2023
Building Codes and Standards
3/15/2022
Prod Lict Approval Application Detail
- - - - ____
Product Approval Application Detail
Product Approval AppliclitUon Detail
Product Approval Application Detail
U)
11 .1,
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ErAb Date Date Date Pending Dare
Contact E-lander & us-, Validated Elt Validated Submitted FIsC Approval Acconoved status,
Katrina Jeley James L Buckner, P , Steven M. Uri., RE I iMI2020 11,2512020 lV29/2020 ding FBC Appn
Cod.
T.'a. varshan fill -fact.-
Revision 2020 e.cal Rearing
Del. Data us" P.adltadi
Corniest E,,i,,,r & U - - - V,11d,had By Validated Submitted FBC Acm-al
Anderson Robin APMO Und.- Evaluation Gary W. Walker 11,03M20 iliozm2o
2dg
A,ar,v,d Status
1IM512020 Aptell
Cod.
W106 Version Manufacrun;
Re,lw, 2020 Gidbel Protection Predicate. LLC.
Finity or ft 0 Date Data Pending
Contact Encitneor & I.M.. V.111dabild sy Validated submitted FlIcAaRroval
Tina Robin., Warter A Tillit J, P.E. John W. Kr-,10. RE ugiowl)20 OW0812020 1=112020
Dathe
Approve statue
12115MN Approved
(D
FL#5259-R31
rode
9nMY_2_r
Date Date
Date Date Status
C.t.g.ry: Roofing
(501) 983-6133 PE-31242 (717) 317-8454
Category: Floating
(801) 380-6091 S.tV,c.a i (205) 354�0160
Cat shuftera
fR541689,7545 cli_�is? (954) 772-13224
. _q Version Manufacturer Contact
lyp
Revision 2020 POLYGLASS USA MauryAllpert,
Engineer & Valid d By
- .
License John ITe
Validated Submitted Pendin . A p
- - 9 -R_roved Approved
10126f2020 7Of2212020 FBC 12i15/2020
SualaCadisgi R.ang Accasaorica that .. an
InegralPartaftheReofirgSysern
kj.11.yalcamune.ocin
S�Cal.g.rr Floating Til-
C.�p)l.�.M.th.d:E,.I�.ti-R�p.dfr.�.
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m
suldcabacciny! St.. Panels
Compliance Method: Evaluation Report tom a
him r.Nnadn@,glpq,aal.c.
in
Category: Roofing S9542331
53CS mal pert@ polyg lass-com Robert Nierninen Kineze,viCh, PE
ARProval
Complau-csilhAl E-Imiti-Ra,port same
Florida Raghtffed Architect or a Licensed Flaide
Procuct E,aluction Frity
Florida Registered Architect or a Licensed FloriM
Professioned apin.er
Subcategory:
Underlaymentis
PE-59168 (954) 772-6224
1110112020
Pokssitmili Engine.,
PL#17X2-R6 Pra,dil
FILWFAS�1112 Products
Quality Assurande Arser-ad for use Approved fair Use
Impact k1lim
F015076-lat Products
Compliance Method:
QualityAssurande Averoved for Use Approved far Use Impact Dittilart
iiiald! Poduct Model. Number ,, Nam
16 Saxomy- Shake. State. county Sale. Split Old English
P,,d,bi 0-roton core ... I Earricath- Vat, In FiVNZ Outside HVHZ
Flat Profile, Deaver CO 12f31J2M No yes
R,I,t,,,t Pressure
NIA IWA
Q..RWAS.cralo, Acb,-d for Use A,m,d far Us,
broach D,,I,a
E
Evaluation RepOrtfrom
$a- # Product Media- Number or Name
Product Description contract R-Iratim, Val in KV14Z Outside HVKZ Resistant Pressure
Thatch & Impact
-
it" Product Modal, Number of Nitigai
Product N-fit"J.11 C011111celt E.,lai gets h'HVA2! Ouned, Ill
Resistant P ..... .
a Florida Registered
I DoulkAir� DA4 or TRI-Buill D�k-Ar DA-4
Lm Profile. PolWmpyf ... Plastic. Roof Vent 12110l2025 No Yes No -97.51-97-5
1T S-y 600 - State. Shake Ump: Split Shake
Flat Pnefil-Stotid., CA 12131/2020 W Yes
MIA MIA
1 20 G.ga Galviml.iadl Steet Storm PcnslsIHVHZ
CamugatedGelvanized3set Storm Painehirearred imiO023 Yes Yes
Yes MIA
-4-i
Architect or a Licensed
Florida Professional
Mechanically Attached to Pbe�welod Dock,
18 Swonys0l) - State, Shake"imp; Split Shake
i9 Swomy 700 - Shake State "mp� Split Shake
20 5ii-COO-Sill Slale&: Split Shake
Flat Profile - Rialo. CA 1213i,2020 No Yes
Flat Pr.nIc - Stockton CA I VN M20 No Yes
Flat Profile - Rialto CA 12t3l,2020 No yes
MIA MIA
H/A MIA
NIA N,A
2 24 Sege Oalvantred Steel Storm Panels/NHVHZ
or not py tracal to provide, hurricane arciedlon.
Corrugated Oah,anizedl Steel Storm Panelsiretained 12131f2071 No Y.
or not N micks to irmide hurricane protection.
Yes MIA
=:3
a)
Engineer
27 Talus par.i6onceerna
'
High P,rolls - Katy. TX IW31=20 No Yes
NIA Mi
a)
FL#5269-RSI Products
8 V11.
Lw Profit, - Ka ty. TX 12/31=20 rto Yes
rWA NJA
C_
. _MML_ __t
Qlafir AIW=c 2 6pgrovad for Usis App forge
L g
rjj pD1
pasta
U)
120- Product Model, Number or Nam
Product DesiorlUjign Contract ELcplradon In HVHZ
�
Outside HVH
Roslisland
Pressure
Date
I Polyglass Roof Underfayments
Rocring underlayments 10121/2022 No
Yes
NIA
-N)AI-622.5
M
I Polyglass. Root Underlayments (HVHZ)
2 Polyglass Roof Unceirlayments �norn hi
Pali roof underlayments for use in FBC12i2a12(323 Yes
HVHZ jLrl.di.N-.
Polyglass roof underlaymerrits, for use in 12i2312023 No
No
Yes
NIA
NIA
NIA
-NJAI-e=.5
�
CIO
>
0
FRC ndm,HVHIZ jurisdictions.
Flo ride Department of Business & Professional Regulatio n Page 1 of 1
Florida [)apartment of Business & Professional Regulation
Pas. 1 of I
Florida Department of Business & Professional Regulation
Page 1 of 1
L_
1 Polyglass Roof Underlayments iHVHZ)
Poli roof underayments for use in FBClW2312023 Yes
Hill jurisdictions.
No
NIA
N/A
Building Codes and Standards 1)25,202:2
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Yes
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
DL
I Polyglass Roof Underigyments �HVHZ)
Polylilass roof underlayments for use In 1`130i2/23V21023 yes
H1VHZ junsdir;li....
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Contact & Licennas Validated Validated Submitted PAD Approval Approved status
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WA
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Type Version Manufacturer
Revision 2020 All American Shutters and Glass
Engineer
Mike Barbieri FrankL. Beansurclo, RE Troy Bishop. P.E. 10128i2OX 1011 5�2020 1110F,J2020 12JI512020 Apprc,,ed
R,visiort 2D20 Alone
St-t La,vis ICC E-1-ti-Serve.. i William M. Ranieri. PF iWl/2020 lM2Q02D 114512020
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WA
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CatilegOry: Shutters
Subcategory: Storm Pit
(561 � 712-9882 PE-0046549 (954) 947-0880
mikeb@sularcericanshutte
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(3211710-�377 (407) 681-1917
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24ga Galvanized Steel Storm Parels, 12131f2022 Yes Yes Yes NIA
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(253) 924-6476 (608) 839-3288
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Category: Panel Walls
Jose Silva Lure R. Lomas chavan M. UrIch. PL IV13/2020 1111612020
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Yes
MIA
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I TimberStrand LSL
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Lertaftated Strand Lu.lxr 0313112023 No yes N/A N/A
I Alpha Aluminum Sold &: VertedAlWatinUch 0011ftf
Alpha Alurriaturn ao1Id4.amP;VaatW Aluminum (IT130r2023 No Yes
No MIA
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16ga tre'sconacclorplate 12ial�2024
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NJA
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4 TJ Kim Board
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CMU & Wood
Soffit/ CMU & Wood
SHEET
NO.
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board Rim Desire!
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March 6, 2023
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Product Approval Apoicliftin Detail
Product Approval Application Detail
Product Approval Appliestiiin Detail
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I
Samoa 10120 Sliding Window
Will Bill Window (CKor XD, 73-102- xedr) OW270203
No
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Nift '30�-M
am Is
Praell local 14—ber at N
Prod"loosidlill Contract expiration Bob
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poidides Ph"
I
VlrrA 241'arat "CUr Sliding Gless Door (W x W�
NO
yo
No
'26�FZ
2
%A.VI S III WW— PX or XIC. 73402* . 36') MM023
No
Yes
RD '3W'qS
Sorsill0allUrgWi,em
Sense 10 Way! Ranged 8 IkII rg Windlift 050502081
No
yes
No 1411k
2 $eres I =9allSildl ng a Is" Door
Mnyl Site Is Ps* Flwedl V near (Scleflite, 34-1 &1 Vg 03F"022
NO
YM
No
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a
3.1- 1CY20 Sliding Wind—
Y'll Silding Windowa (IiCIX, lCWx60'j QW7Q023
No
yes
No, .30�-S)
. all
4
$am" 10120 SlIdMil Wind"
NArryl siding Window CACIX. i0Wx36GI COW0028
N.
Yes,
N. +35,45
a Swiss 1=418 alkling(Man over
Vinyl 24'smeI'QX8IIdIl Glan Door (77 x82%� 'Cioliclolil
No
Yes
No
+3"
4 Samoa 10MOSSIdingQlass Door
Mirryll Sirgle ParkI Fhcad " Door (Sidelle, 47-19-m 11342MV202
No
Va.
No
1211
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1 Soil" 160 or Encompass OrA�omd Sleing Glen Door
'Anyl 2-Porel TX1 91kill Ohm Door (91&10 . CW2412031
No
Yes
No
-ZW-23
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2 Bar- 1 M or Encompass or A-nti Biding Gl� D.,
VW Oftle Panel FI-d T'Door MI&I ft 33-W x 021iWM2
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me
140"0
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0 sores 1 so W E—Pass A-nl 81dilme Glass, old.,
Mrr,4 24P.-I 'Mr Sloll Glass near (77 . 82') 080WW2
No
Yes
No
+aI
4 Swiss 1 SO or Fj con pan or Avenj 611ding Gkisa Door
MW Single Pw*l Fbwd'o' 1300, takleft 47-117 x 1112MV20112
No
Yes
No
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Pdmom
Swiss lag or Fj oon pas WAVWJ Slaing Olm Door
V111,4 2AMmelTIC'Slioling Glass Door (WIW [W202031
No
Yes
No
1251,25
2 serve 130 N Encompass MAWMI Bilding Gloss Doar
\Anyl 15irgla Panel FIcadU'Door tiffidelft, 35-10 x 02011120:112
No
yu
No
.4QI.Q
81-irr)
3 Serse 150 or Encompass WAYall Siding Gloss Door
\Ant 241smol 1OXSleflng Glass I)o*,(77.82*) 00402032
No
yes
No
+361-35
4 Sarlso, lag at E�pm arAwl Slldft GlassDoor
\Anyl Single Parol FixodO'Doorialftift, 47-IFex OWIM032
No
Yes
No
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March 6, 2023
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E= Simpson Strong -Tie 2020 FBC Approved Products
Updated 12/3012020
IFITIMWIT, In Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updatecl 12/3012020
lill-111711zi:11,11ZESimpson
Strong -Tie 2020 FBC Approved Products
Updated 12/3W7020
CD_
For direct links to 911 8ST approvats listed beoW, CLICK HER
For direct links to all SST approvals listed CLICK HERE
For direct Inks to SST fisted belcuo, CLICK HER
For direct links to SST lislted below; CLICK HSR
C=
below,
all approvals
all approvals
M -0
For additional information regarding Florida's Statewide Product Approval System and Miarril-Dfide County
Notice of Acceptance (NOA). CLICK KERE.
I For additional Information regarding Flonda's Statewide Product Approval System and Marril-Dade County
Notice of Acceptance INCA). CLICK HER
1. Information regarding Florida's Statewide Product Approval System and Miaml-Dade County
Notice of Acceptance INCA), CLICK HERE.
For additionol information regarding Florida's Statewide Product Approval System and Mismi-i County
Notice ofAcceptance (NICA). CLICK HER
FL#2355,R7
FL#10446-RS
FL#10456-R5
11
HUS. HLjSC series hangers
Face -mount hangers avallable in widths ranging from 1-518" to 3-
=:) M
-M
gillff" and heights ranging from 41-51'16" to 1 '". Concealed flange
(3) -0 0
Seq#
Product Model, Number or Name
Product DescLW12a
Sea III
Product Model, Number or Name
Product Diascdg=
Seq #
Product Model, Number or Name
Prucluct Description
version (HUSC) available for models having width equalto or
0 C)
1
Titan Stainless Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Titen stainless steel masonry screw
1
A21 � A23, A33. A34. A35, A44
Angles
1
13T, BTB, BTH
BrickTies
greater than 3-9116".
L_
L_
a)
2
APA21, APA4; APA6, APVA21, APVA4, APVAS
Outdoor Accents Angles
2
CMi CMi CMSTC18
Coiled Straps
12
US series hangers
Face-mourit hangers available iri ranging from 1-718" to 3-
0 CL =
3:
3
APS44. AP544R. APVB06. AP866R, APB88, APB58R, AP61 010. APB1 01 OR, APVB44,
Outdoor Accents Post Bases
3
C314, CS16. C518. C520, C522
Coiled Straps
5fS" and heights ranging from 9-114" to 16"
0
_2
FL#9609-RG
APVB44R, APVBS6. APVB66R, APVBS8, APV988R, APV8101 0, APVBIGI OR
4
CSHP18, CSHP20
Coiled Straps
13
LGU3.25-SDS, LGU3.63-SDS, LGU5.2�,SDS
Face-mourit hangers
m 0
M
4
APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6,
Outdoor Accents Deck Joist Ties
5
CTS218
CompressionfTension Strap
14
1 LU26, LU28. LU210
Face -mount hangers
M
0
>
Sea #
Product Model, Number or Name
Product Descrintion
APVDJi
6
OSP, SSPI TSP
Stu d to Plate fie
15
LUC26Z, LUC21 OZ
Face -mount hangers
U) -0 E
0
1
SD101 12DEB
Outdoor Accents Connector Screw
5
APHH48, APHH46R. APHH610, APHH61 OR
Outdoor Accents Heavy Hanger
7
H1, HIOA, H2.5A, H3, H6, HTZ, HIS H16S, H16-2, H16-2S
HurricaneTies
16
LUS series hangers
Face -mount hangers available in widths ranging from 1-9116" to 4-
1 a) L-
L_
2
SDO112, SDM2; SDIOI12, SD10212
S'linong-Drive SID Connector Screw
6
APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTB
Outdoor Accents L and T Seam -to -Column Ties
8
HGT-2, HG7-3, HOT-4
Heavy Girder Tiedown
5/8" and heights ranging from 3" to 10-15116".
- U)
0-
3
SD9112SS, SM123S
Sirong-Drive SO Connector SS Screw
7
APLH24, APLH24R. APi APLH26R, APLH210, APLH21OR
Outdoor Accents Light Hangers
9
H824
HurricaneTie
17
MOU3.63-SDS, MGU6.25-8DS, MOU5.5i MGU5.62-SE)S, MGU7.00-SDS
Fac:e-mount hangers
C_ 40-
M
4
SDCF22434, SOCF22512, SE)CF22614, SDCF22700, SDCi SDCF221014,
S1rong-DnveSDCP Timbei Screw
8
BVLZ
Brick Veneer Ledger Connector
10
HSS2-SD81 .5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3
Heavy Stud Shoo
18
MIU serer hangers
Face -mount hangers avallable in widths ranging from 1-9116" to 5-
C
SDCF221134, SDCF221334, SDCF271958. SE)CF272358
9
CBT2Z,CBT4Z
Concealed Beam Ties
11
HST2: HST3, HST5, HST6
Straight Straps
118" and heights ranging from 6-15116" to 10-112".
5
SDCP22434. SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912,
Strong -Drive SDCP Timber-CP Screw
10
CJTaZ. CJT4Z, CJi CJT6Z
Concealedl Joist Ties
12
HTS16. HTS20, HTS24. HTS28. HTS30, HTS30C
Heavy Twst Strap
19
MUS26, MUS28
C".
Face -mount hangers
4
SDCP2211 00, SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQ16KTZ.HTSQ20KTZ
HeavyTwst Strap
20
SURz SUL. SURC, SULC series hangers
Skewed face-mcurit hangers available in widths ranging from I -
Z_S
6
SDHR27400: SDHR27614; SDHR31400, SOHR31614
Strong -Drive SDHR Combo -Head Screw
12
DS
Dry Wall Stop
14
LFTA
L ght Floor Tie Anchor
9118" to 3-9fl S" and heights ranging from 3-1116" to 13-314!',
7
SDS25112. SOS25134, EDS252CO, SDS25212, SDS25300, SDS25312, Si
Strong-Drive,9DS Heavy -Duty Connector Screw
13
1 FCS
Framing Clips
15
LSTA9, LSTA12: LSTAIS, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36
Straight Straps
Concealed flange version (SURC, SULC) available for all double f--
C)
SDS25500: SD,925500, SDS25800
14
FWANZ
Foundation Wall Angles
16
LST14g, LST173
Straight Straps
2X and 4X models; on ly acute flange is concealed.
8
SDS251128S, SDS2520i SDS25212SS, SDS253ODSS. SDS25312SE
Strong -Drive SDS He,avy-Duty Connector SS Screw
15
GA1. GA2
Gusset Angles
17
LTB20, LTB40
Bridging
21
U series hangers
Face -mount hangers available in widths rangingfrom 1-9116"to
9
SDWF2716. SDWi SDWF2724, SDWF2726, SDVVF2730
Strorg-Drve SDWF Floor -to -Floor Screw
16
H2A, H2_5T, H8, HIOA-2, H10S, H14, HGA10
HurricaneTies
18
1 LTS16, LTSIB, LTS20
Light Twist Strap
5" and Insig i ranging from 2-518" to 11 .1M".
c=
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
Medium Girder Teclown
C113
16
HH4; HH6
Header Hangers
20
MST27, MST37, MST48, MST60, MST72
Straight Straps
L.D c-A
FL#1 0007wRB
19
KBS1Z
Knee -Brace Stabilizer
21
MSTAP, MSTA12. MSTA15 MSTA18, MSTA21, MSTA24, Mi MSTA36, MSTA49
Straight Straps
FL#10667-R6
20
Angles
29
MSTC2$� MSTC40. MSTC52. MSTC66. MSTC78
Straight Straps
Seci 9
Product Model, Num ber or Name
Product Descrintlon
21
LCE4
Post Cap
23
MSTC4893, MSTC68BS
Pre-2ent Straps
Sea *
Product Model. Number or Name
Product Description
c=
I
ATl ATRIJZ ATR5/81 ATR3/4
Threaded Rods
22
LS30.LS5O,LS7O,LS9O
Skewable Angles
24
1 MSTIOO. MST)72
Straight Straps
1
BA series hangers
Top flange hangers available in wdi ranging from 1-9116" to 7-
2
ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUDI 4, ATUDII 4 -2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
1 MTSIS, MTS18, i MTS24C, MTSSO, MTS30C
Medium Twst Strap
IfF' and heights ranging from 7-116'lo 5a'.
3
SP318-2, BIP112, BP112-3. BP518-2, BP618-3� SPaf4, BPI BPRTUID3-4
Bearing Plates
24
LSSJ26i LSSJ26RZ. LSSJ26LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ
Field Adjustable Jack Hanger
26
NCA2xIO-12, NCA2x12-12, NCA2xiS-16, NCA2x10-16, NCA2x12-I6
Bridging
2
DGBF series hangers
Top flange hangers available in vidthis ranging from 3-5/8":o 7-
4
CNW318 CNW112. ONW518, ONW314, CNW518 -1/2, CNW314-5/8
Coupler Nuts
25
LSSR1,81, LSSR2 1 r LSSR2.37, LSSR2.56. LSSR210-2, LSSR41 0
Field Adjustable SlopeablelSkLwable Hanger
27
RCWB12, RCWI314
Wall Bracing
11121" and heights ranging frorr 9-1/4" to 24".
5
CTUID55, CTUD65. CTUD66. CTUD76. CTUD76, CTU077, CTUD87, CTUD68, CTUD97.
Coupling Take -Up Device
26
11
Tie Plates
25
1 RPS22, RPS28
Repair Plate Strap
3
DGIF series hangers
f
Top flange hangers available in widths ranging rom 1 -IrZ, o 3-
CTUD98, CTUD99
27
1 Mi MI-202, Mi ML2107
Angles
29
1
Stud to Plate Connector
518" and heights ranging from 7-1/4"to 24".
6
NO, N4, 1,15� NO
Heavy Hex Nuts
28
1
RoafTie-Down
30
SPI. SI`2� SP41 $P6, SP8
Stud %te, Tie
4
OGHF series hangers
Top flange hangers available in widths ranging from 1-314" to 3-
CL)
7
RTUD3, RTUD3B, RTUD4, RTUD4B. RTUD5 RTUDO, RTUD7, RTLD6
Ratcheting Take -Up Device
29
MMHO
Hinged Roof Connector
31
SPH4, Si SPHa
Heavy,9tud Plate Tie
5113" and heights ranging from 9-1/4" to 24"�
a
TJD9, TUD10
Tai Device
30
MMILU26, MMLU26-2, MMUJ25, MMLU28-2, Mi MIMILL11211, MMLU139. MMLU1311
Face -Mount Hangers
a2
SS1.5. S82.5� SS8, SS4.5
Stud Shoe
5
EG51 EG7, EGO series hangers
Top fletnge hangers available in widths ranging from 5-114" to 8-
Cc
9
TUW38
Take-UpWasher
31
1 RE30P
Roof Boundary Clips
33
ST9, ST12, ST16. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST8224, ST6236
Straight Straps
713" and heights ranging from 11" to 32-1/Z'.
113
URS3
318" Uplift Rod Run Tieclown, System
32
RST-3
Roof -Tie -Down
34
TB2D, TB27, T133C. TB36, TB42, T848. TB54, TB66. TE360
Tension Bridging
6
EGO series hangers
Top flange hangers available in widths ranging from 3-5;8" to 7-
I I
URS4
lf2" Uplift Rod Run Tleclovin System
33
RTC22Z. RTC42. RTC2Z, RTC44
Rigid Tie Connectors
35
7WBIO, TWBI2, TVVB14
Wall Bracing
IM" and heights ranging from 11-114" to 32".
12
URS5
l5fS" Uplift Rod Ron Tleclown System
34
STC.STCT,DTC.HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiedmvin
7
GLE series hangers
Saddle hangers available in widths ranging from 3-114" to 6-719'
15
URSO
SM" UplA Rod Run Tiedown System
35
TJi TJC57
Truss Jack Clips
37
W81 061 WBI 060, W61 26, WBI 26C. WB1 43C
Wall Bracing
and heights ranging from 8-112" to 28"_
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Top flange hangers available in widths ranging from 3-1/4" to 7-
1fS" and heights ranging from I I " to 32'
FL#10441-R6
FL#10531-R5
9
HIS series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
FL#J0447-i
112" and heights ranging from 8" to 30"�
Sea X
Product Model, NuMber or Name
Product Descrintion
Sea X
Prgduct Model, Num ber or Name
Procluct Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 6-715"
1
17T2
Hold-down
Seq #
Product Model, Number or Name
Product Description
1
COH2.37x5.5, C9112.37x7.83, CBH2.374.75
Concealed hangers
and heights ranging from 10-112" to 28"_
2
HOCIO14, HQC10122
Hold -clown
I
AHEP
Adjustable Hip -End Connector
2
OU, DHU, DH UTF series hangers
Face -mount (CU. DHU) and top -flange (DHUTF) hangers
11
HGLT series hangers
Top flange hangers available in wdths ranging from 3-114!'Io 8-
3
HDO81 HHDO11, HHDQ14
Hold-down
2
DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSCSL-SDS3
Drag Strut Connectors
available in widths ranging from 1 -9fIS" to 3-9116" and heights
718" and heights ranging from 7-11T'to 32'
4
HDU2, HDU4, HDU5, HOUS, HDU11. HDU14
Hold-down
3
GBC
Gable Brace Connector
ranging from 9-118" to23-15116".
12
HGLTV series hangers
Top flange hangers available in wdths ranging from 3-1/4" to 7-
5
HPA28, HPA35
Slirrap-style purlin anchor
4
HCP1.81, HCP2, HCP4
Hip Cornor Plate
3
HGU3.63-SDS. HGU5.25-SDS, HOU5.50-SDS, HOU5.62-SCS, HGU7.00-SOS, HGU7.25-
Face -mount hangers
118" and heights ranging from 14" to 33"
6
LSTHD8, LSTHDBRJ
Strap -style hold-down
5
HHRC2-2, HHRC42, HHRC42-2. HHRC4/1.81, HHRC44, HHRIC5.2513.25. HHRC5.3713.12,
Heavy Hip to Ridge Connectors
SDS, HGL19.00-SOS
13
HIT series hangers
Top flange hangers available in Wdths ranging from 2-5116" to 3-
7
MASA,MASAP
Foundation anchor strap
HHRC66
4
HGUS series hangers
Face -mount hangers available in widths ranging from I�FV8" to 7.
9A 5" and heights ranging from 18" to 26"�
8
MPA132, MPA144
StrapI purlin anchor
6
HRC1.81, HRC22
Hip Ridge Connector
3/8" and heights ranging from 5-5116" to 12-7/8".
14
HUSTF series hangers
Top flange joist hangers available in widths ranging from 3-1/8"to
9
PA18, PA23, PA28, PA35. PA51, PA68
Strap-sty$e purlin anchor
7
LRU25. LRU28. Li LRU212
Rafter Hanger
5
HHGU5.25-SDS, HHGU5.50-SDS. HHGU5.62-SDS, HHGU7 00-Si HHGU7.25-SDS,
Face -mount hangers
3-9MS" and heights ranging from 5-3f8" to 13-V8".
10
PA118, PA123; PA128. PA135
Strap -style purlin anchor
a
LSU26, LS-SU28. LSSU210
Light Slopeable/Skewable U Hanger
HHGUO,00-SDS
15
HUTF. HUCTF series hangers
Top flange hangers available in wdi ranging from 1-9116" to 5-
11
STHDI 0, STHDI ORJ
Strap-rityle hold-dovm
9
TBE4, TBE6
Truss Bearing Enhancer
6
HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5-50110.
Face -mount hangers
1f2" and heights ranging from 3-7116" to 15". Concealed flange
12
STHDI 4, STHDI 4RJ
Strap -style hold-dowin
10
T024. TC26. TC28
Truss Clip
HHUS7.25flO
version CHUICTF) available for all models having width equal to or
11
THA29, THA213, THA21 8, THA218-2, THA222-2, THA413, THA418, THAC418, THA422,
Adjustable Truss Hanger
7
HSUR, HSUL, HSURC, HSULC series hangers
Skewed face -mount hanger,; available in widths ranging from 3-
greater than 2-91
THAC422, THA426. THA422-2, THA426-2
IfS" to 5-1M" and heights ranging from 4-314" to 15-314!'
18
HWP series hangers
Top flange hangers available in widths ranging from 1-9116" to 7-
12
THAII 81f22, THAl2 06f22, THAl2.1122, THA1222, THAI322, THA3522, THA1422
AdjustableTruss Hanger Sized for I -Joists
Concealed flange version (HSURC, HSULC) available for all
IIB" and heights ranging from 5-30to 28".
13
THAL422, THAR422
Skewed Truss Harger
double 2X and 4X models', only acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in viidths ranging from I -Ptl 6" to 7-
14
THJA26, LTHJA26, LTHMA
Multiple Truss Hangers
8
11 HTU28, HTU210, HTi HTU28-2, HTU210-2
Face -mount hangers
112" and heights ranging from 5-318" to 32',
15
THJM2-4-SDS3, THJM2-5-SOSS, THJU26, THJU2&W
Multiple Truss Hangers
9
HU, HUC series hangers
race -mount hangers available in widths ranging from 11-9116''Itic 7-
18
ITS series hangers
Top flange hangers available in widths ranging from 1 -�)/I 6" to 3-
16
T-SBR2-24
Truss Spacer -Restraint
1/2" and heights ranging from 2-7/8"tc, 19-1/4"_ Concealed flange
$18" and heights ranging from 9-1/8" to 16"
17
VPA2. VPA25, VPA3, VPA35, VPA4
Variable Pitch Connectors
version (H U1C) available for all models having width equal to or
19
JB series hangers
Top flange hangers available in vAdth of 1-9/16" and heights
18
VTCR
Valley Truss Clip
greater than 2-9116".
ranging from 5-318" to 7.114"
10
HUC01,8119-SDS, HUCQ1.81fII-SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310-
Face -mount hangers
20
JBA series hangers
Top flange hangers available in width of 1-911 e" and heights
SDS, HU00410-SDS, HUCQ412-SDS, HUCQ5.2519-SDS, HUC05.25/11-SDS, HUCQ610-
ranging from 9-3118" to 13-118".
SDS, HUCQ612-SE)S
Simpson Strong-Tie202OFBC Approved Products
Updated 12W/2020
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12M/2020
EZ= Simpson Strong -Tie 2020 FBC Approved Products
Updated 12130/2020
EMM Simpson Strong -Tie 2020 FBC Approved Products
Updated I 2M/2020
For direct links to ell a8T approvals listed belcv,,I CLICK HERE
C=
For direct links to all SST approvals listed belav,,t �LICK HIFRE
For direct lnlk� to ell S$T approvals listed below. CLICK HgRrz
cm
C=
For direot links to all SST approvals listed belavvI CLICK HERE
For additional informiation ragarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance INCA),
For additional information regarding Florida's Statewide Product Approval Sy5tem arid Migni County Notice of Acceptance (1,10A�, LZ�.
For additional information regarding Honda's Statewide Product Approval System and Miami -Dade County "ce of Acceptance �i
For additional information regarding Florida's Statewide Product Approval System and Mami-i County Notice of Acceptance (li gUQKJJ".
21
LB series hangers
Top flange hangers available in Width of 1 -0/15" and heights
FL#11468-R5
18
Sfi SILBVI.81. VLBV2,06. S/LBV2.37, SILBV2,56, SILBV2.68. S/LBV3.12,
Top Flange Joist Hangers
5
SET-XP
Adhesive Anchor for concrete
ranging from 6-3f8" to 15-1/8"
Sfi Sli SILBV4.06. SfLEV4.12, SfUBV4.28, SILBV4-76. SILBV5.50
6
Strorg-9ot 2 (STB2, ST132-4SS, ST92-6SS)
Stroi 2 Wedge Anchorfor concrete available in carbon
22
LBAZ series hangers
Top flange hangers available in Width of 1-9116'and heights
See X
Product Model, Num bar or Name
Product Description
19
S/i SIDTT2Z, S/Hi HTT4. HTT5
Holdowns,
steel arid Types 304 and 316 stainless steel
ranging from 9-3f1S" to 13-118"
1
HHUS210-3, HHUS210-4
Joist Hanger
20
S/i SIMST72
Straps 118 mil (10 ga)
7
Titen HD (THID-H, THD-HMG, THD-H4SS, THD-Hi THD�08, THD-CS6SS)
Titan HD Heavy Duty Screw Anchor for concrete and masonry
2�
LEG:3. i LEG7 series hangers
Top flange hangers available in widths ranging from 3-114" to 5-
2
HRSO, HRS8, HRS12
Sitap, Ties
21
SP4.SP5
Stu d Plata Ties
available with hex hised in carbon steel and Types 304 and 316
7f&' and heights ranging from 9" to 33-112'
3
HUCQ210-2-SDS, HU00210-3-SDS, HUCQ310-SDS
Joist Hanger
22
SSP, DSP: TSP
Stud Plate Ties
stainless steel, or with countersunk head in carbon steel and
24
1 MEG7 series hangers
Top flange hangers available in widths ranging from 5-1/4" to 6-
4
THGB2, THG83, THGBH2, THGBH3, THGBH4
Joist Hanger
23
STC, OTC
Truss Clip
Type 316 stainless steel
7JS" and heights ranging from 9" to 32-112",
5
7HG02-SDS3, THGQ3-SDS4 5, TH(3QH2-SDS3, THGQH3-SDS4 5, THGQH4-SDSB
Joist Hanger
24
T13D22
Truss Brace Diagonal
8
Titan HD Rod Coupler (TH037634RC, THD50934RC)
Then HD Threaded Rod Couplerfor concrete
25
MIT series hangers
Top flange hangers available in widths ranging from I -011 e'to 5-
6
THGW3-3, THQWZ-4, THGW4-3, THGW44
Joist Hanger
25
TJC37
Truss Jack Connector
9
Titen HD Threaded Rod Hanger (THDB25158RH, THL)B37158RH, THD37212RH
Titen HD Threaded Rod Hanger for concrete
1/0" and heights ranging from 9-V4'to 24".
THD50234RH, THD10212i
26
PF, PF8, PFOB, PFDSB series hangers
Top flange hangers available in width of 1-9116" and heights
10
Wedge -All CWA)
Wedge -All Anchor for masonry
ranging from 3-3/8" to 7-118".
FL#11473-RS
Fi 3904-1115
27
RR
Ridge rafter connector
25
WP series hangers
Top flange hangers available in widths ranging from 1 -9/10" to 7-
Sea #
Product Model, Nit m ber or Name
Prod uqt Description
Seo III
Product Model, Num ber or Name
Product DescagUa
FL#16230-RO
11`8" and heights ranging 9-114" to 32".
1
DETAL2D
Double Embedded Truss Anchor
1
CCQM3 52-SDSHDG, CCQM4.62-SDSHDG, CCQM5-50-SDSHDG, CCTQM3_62-SDSG,
Masonry Pier Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTQM4.82-SDSG. CCTQMS.50-SDSG, CCCQM3.62-SDSG, CCCQM4,62-SDSG.
Sea #
Product Model, Num bar or Name
Product Description
3
HIS, HISS. H15-2. H16-23
Hurricane Tie
CCCQMi
1
AT-XP
AT-XF High -Strength Acrylic Adhesive for concrete or masonry
FL#110860-R5
4
HETA12. HETA16, HETA20, HETA24. HETA40
Embedded Truss Anchor
2
ECCLOM3-62G-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
E1_CLLQMD4.62G-KT, ECCLLQMD5.5OQ-KT. ECCLRQME)3.Q2-,-KT, ECCLROMD4.620-
3
SET-XP
SET-XP High -Strength Epoxy Adhesive for masonry
Sea #
I
Product Model, Num ber or Name
ABA44. ABA44R, ABA46, A9A46R, ABA66, ABA66R
Product Description
6
HGAMIO, HIMU
Masonry retrofit connectors
KT, ECCLRQMD5.50G-KT
4
Strong -Bolt 2 (ST62)
Strong -Bolt 2 Wedge Anchor for masonry
Adjustable Post Base
7
HHETA16, HHETA20. HHETA24, HHETA4D
Heavy Embedded Truss Anchor
3
HGUM5.25, HGUM5.5Q, HGUi HGUM7.25, HGUM9 00
Heavy Masonry Hangers
5
Titen 2 (TTN2)
Titen 2 Screw Anchor for Concrete
2
ABU44, ABU44R, ABU46. ABU46R, ABU5-5. ABU5-6. ABU65, ABU66, ABL)MR, ABU88,
Adjustable Post Base
8
LGT2. LGT3-SDS2.5, LGT4-SDS3
GirderTiedown
4
LGUM26-2, LGUM26-3, LGUM26-4, LGUM28-2. LGUM28-3, LGUM28-4. LGUM210-2.
Masonry Beam Hangers
6
Titen HD (THD-i THD-Hi THD-CSOSS)
Titan HID Heavy -Duty ScrewAnchor for concrete available in 304
ABi ABUIDIO, ABU1010R, ABU1212, ABU1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3, LGUM210-4, LGUMi LGUM48, LGUM410
or 316 stainless steel with hex head, and 316 stainless steelwth
3
4
ABW44Z. ABW44i ABW46Z, ABVV46RZ, ABVV66Z, ABW66RZ. ABW7-7
AC4, AC41F, ACE4, ACO, AC6R, ACEO
Adjustable Post Bare
Post Cap
10
11
META12, METAI6, META18, META20, MFTA24, META40
MSTAM24, MSTAMi MSTCM40, MSTCM60
Embedded Truss Anchor
Strap Tie for Masonry
5
MBHA3.1219.25, MBHA3.12111 25, MBHA3-56f7.25, MBHA3.56f9.25, MBHA3,56111.25,
MBHA3.56111,88, MBHA3.66114, MBHA3.56116, MBHA3,56118T MEHA5.i
MasonryTop Flange Beam Hangers
7
Tien Turbo (TNT)
countersunk head.
Titen Turbo Screw Anchor for concrete or masonry
6
BC4, BC46, BC4R, BOO, BOOR. BOB, BCS2-2/4, BC82-3/6
Post Cap
12
MTSi MTSM20, HTSM16, HTSM20
Twist Strap for Masonry
MBHA5-5019.25, M91-A5.50111.25, MBHA5-5C/11 88. MBHA5.50114, MBHA5,50t16.
6
CD44, CB46, CB48, CB66, C1368
Embedded Column Base
MBHA5-5Ofl8
CU
7
CBS044-SDS2, CBSQ4O-SDS2, CSSQ6G-SDSZ CBS086-SDS2, CSSQ88-SDS2
Embedded Column Base
6
MBHU3.5019.25, MSHU3.56111.25, MBHU3.56111,88, MSHU3.56114, MSHU3.56/1O,
Masonry Beam Hangers
FL#A6937-R3
8
00, ECC, ECCU Series
Bolted column caps with W1 ranging from 3-V4" to 9-1,`2" and
FL#11496-RS
MBHU3.5a/l 8, MBHU5.6019.25, MBHUE.5011 1,25, MBHU5.50;1 1 88. M9HU5.50114,
>
W2 ranging from 3-5f;3" to 7-1f2"
MBHU5,50116, MBHU5.50/18
Sea #
Product Model, Number or Name
Product Description
0
9
CCQ-SDS2.5� ECCQ-SDS2.5 Series
Screwed column caps with WI ranging from 3-114" to @-IJ2" and
Seci N
Product Model, Number or Name
Pmcluct Descd=
I
X34RIO18-5K, XIS1016, X11 DI 01 04K, XQI SIOIS, XQ1 B1 016-4K
410-116 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3
W2 ranging from 3-5fB" to 7-If2"
1
1
Deck Tension Tie
Drill Point
>
10
11
OP744Z, CP766Z. CPT88Z
EPI344A, EPB44, EPB46,
Concealed Post Tie Base
2
HD12� HD19
Bolted Holdowns
FL#13975-RS
2
XLQ114TI224, XLQ114131224-2K
#12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
EPB66
Embedded Post Base
3
HD36, HD5B, HD7B. HD90
Bolted Holdowns
Screws with #6 Drill Point and Large Diameter Hex Washer Head
12
EP84Z
Embedded Post Base
4
HTT4, H775, H775-314
Tension Ties
Seq #
Product Model. Number or Name
Product Description
3
XMQ1 14SI224, XMIQ1 14BI224-2K
912-24 Striong-Drive XM Medium -Head Metal Self -Drilling,
0
<
13
1 LCB66
Embedded Column Base
5
1 LTT20B. LTT131
Light Tension Ties
1
SDW22300, SOW22338, SDW22433, $DW22458, SDW22500. SDW22600, SDW22638,
Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws
Tapping Screws wth #5 Drill Point and Medium Diameter Hex
14
LPC4Z,LP06Z
Light Post Cap
SDW22834
4
X01 I 4S1 224. X01 14B1224-2,5K X1 14$1224, XQI 1291224, XQ1 12BI224-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5
15
MPF3441Z, MPB66Z, MPB88Z
Moment Post Base
2
S0WC1 5450: Si 5800
Strong -Drive SDWC TRUSS Screw
Drill Point
16
PS44, P844R, PB46, PB66, PIROBIR
Embedded Post Base
FL#J3628-R5
3
SDWHI93OODB. SDWH104OODB, SDWHIOOOODE. SDWH1030005, SDWH1gIOOODB
Strong -Drive SDWH TIMBER-H E)(Sci
5
XU34S1 016, XU3481016-5K
#10-16 Strong-DriveXU Metal SO -Drilling, Tapping Scre\vswith
IT
PBS44A, PES46. POS66
Embedded Post Base
4
SDWH27400G. SDWH27300G. SE)WH27800G, SDWH271000G, SDWH2712DOG
Slrong-Drive SDV,/H TIMBER -HEX H DIG Screw
#1 Drill Point
18
PBVS, PBV1O
Round Post Base
Seq#
Product Model, Number or Name
Product Description
5
SDWS16212, SOWS16300, SDVVS16312. $DWS1 6400
Strong -Drive SOWS FRAMING Screw
19
PC44-15 PC46-18, PC48-16. P064-16, PC66-16: EP044-16. EPC48-18, EPC48-16,
Post Cap
1
SB518x24, SB718x24, SB1x3O
SB Anchor Bolts
6
SDWS19600, SI)W,919712, SDWS22400,SOWS225OO.SDVvS22512, SDWS22500;
Strong-Drive,9DWS TIMBER Screw (Interior Grade)
EPC84-161 Ii
2
GSTB1 6. SST820I SSTB24. SSTB28, SSTB34, SST836, SST81 6L, SST820i SSTB24L.
SSTS Anchor Solts
SOWS2280D, SDWS229DO, SDWS221 000, SOWS221 100, SDW$221200, SDWS221 500
FL05320-110
20
PC4Z. PC4RZ, PCOZ, PCBRZ, PCSZ, PCBRZ. EPC4Z, EPC4RZ, EP05Z, EPC5RZ. EPC8Z,
Post Cap
SSTB26L
7
SDWS2231 SDWS2240DD9. SDWS225COD9 SDWS226i SDWS2280ODB,
SbrDng-Di TIMBER Screw (Exterior G rade)
EPC8RZ
SDWS221000DE
Sea #
Product Made]. Number or Name
Product Description
21
FPB44-4Z PPB44-6Z
Post Base
8
SOWS22312038, SOWS22512DBB
Outdoor Accents Structu ral Wood Screw
1
DSSCB43,5� DSSCB46, DSSCB48, DSHS
Bypass Framing Drift Strut Connector
22
RPBZ
Retrofit Post Base
FL#13872-R4
9
SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS,
Strong -Drive SOWS TIMBER SS Screw
2
F-CB43-5, FC845.5. FCB47.5. i FCB411.5
Bypass Frarning Fixed-Glip Connector
SDWS27100OSS, SDWS2712OGSS
3
FPHSD34SIC15, FPHSD3461016, FPHSD34B1O15-5K, FPHSD34,91214,
#10-16 and #12-14 Strong -Drive FFH,9D Framing-to-CFS Self -
Sect 9
Product Model, Number or Name
Prorduct Description
10
SDWV13400
Strong -Drive SDWV SCLE-TO-Rl M Screw
FPHSD34BI214, FPHSD34B12I4-5K
Drilling, Tapping Screws
CU
FL#10866-R5
1
CMST12� CMST14, CMSTC16, CS14z CS16, CSI&I CS20,CS22
Coiled Straps
I I
STN22
Outdoor Accents Hex -Head Washer
4
1 LSFC4.25, LSFCO-23, SFC2.25, Si SFC&25
Steel Framing Connector
2
HRS6. HRS8. HRS12, FHA6, FHAP, FHAl2, FHA18. FHA24. FHA30, MSTI26, MSTI36,
Straps 97 mil (12 g a)
6
LSSC4.26, LSSC6.25, SSC2,25, SSC4.25; SSC6.25: MSSC2_26, MSSC4,25. MSSC6r25,
Steel Stud Connectors
Sea #
Product Model. Number or Name
Product Description
MST148: MST160, MST172, SIMST27, SIMST37, SIMST48
MSSC4,25KW, MSSC6 25KW
<
I
FJA, I
Foundation Anchor
3
HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C
Heavy Twist Straps
FL*15363-R3
6
RCKW3, RCKW5.5, RCKW7 5, RCKW3S. RCKW5.5S
Rigid Knee Wall Connector
2
FRFIP
Flat Retrofit Foundation Plate
4
1 _S7A36, LST149, LST173, MSTA9, MS7Al2, MSTA15, MSTA18, MS7A21, MSTA24
Straps 43 mil (18 9 a)
7
SCB43.5, SCB45.5, SCE47.5, SOB495, SCB411.5, MSC845_5� MSCS47.5
Bypass Framing Slide -Clip Connector
O_
3
GH46-6� GH46-8, CH48-62 GH48-8, GH410-6, GH410-8, GH66-5, 01-166-8, CH68-6, CH68-
Girder Hanger
5
LSTA9, LSTA12. LSTA16. LSTA18, LSTA21, i ST292. ST2122, ST2115, ST2215
Straps 33 mil (20 g a)
$ea #
Product Model, Number or Name
Product Description
8
SCS32-5197, SGS62-5,197. SCS62-5(118. SCS82-6/1 18
Bypass Framing Connector
-0
8, GH61 0-6, CH61D-8
6
LSUEI13_25� SUBH3.25; MSUSH3.25
Bridging Connector
I
AS 18. AS 1885. AS I SSO
IS ga. Truss Plates
9
SCW3.25, SCW5_5
Head -of -Wall Slide -Clip Connector
4
GLI35A, Gi Gi GLB51), GLB7A, GLE7B, GLB7C, GLE37D
Glulam Bearing Plate
7
ILTP5
Lateral Tie Plate
2
AS 20HS
20 ga. High Strength Truss Plate
10
SJC8,25, SJO1 0.25, MSJC8.25. MSJOI 0.25
Steel Joist Connectors
5
G LBT512, GBLTOI 2, OLBT51 8, G 21-7616, Ci GBLT620
Glulam Bearing Plate
8
L7S12,I_TS16,LTSIS,LTS2O
LightTivistStraps
3
AS-20
20 ga Truss Plate
11
SSB3,51 8
Bypass Fram Ing Slide -Clip Strut Con nectar
6
HGi HOLES, HGLEC, HGLBD
Heavy Glulann Bearing Plate
9
1 MSTA36, ST6215, ST6224. STO, ST12, ST18, ST22, MSTC28, MSTC4(). MSTC52
Steps 54 mil (16 ga)
4
ASHP
Hinge Plate Connector
12
XLSH34BI 414, XLSHTSB1 414
#14-14 Strong-DriveXLSH Shouldered Self -Drilling, Tapping
0
CU
7
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
10
MSTC68; MSTC78, ST8238
Steps 68 mil (14 ga)
Screv,-.
LLJ
8
UFP1O-SDS3
Universa I Foundation Plate
11
Mi 2, MTS1 8 Mi 6. MTS20. MTS30, Mi MTS30C
Medium Twist Straps
13
XQ1SIOI8,XQ1BIO16-4K,XQISI214 XQlB1214-3.SK,XQ78Sl224,XQ78Bl224-3K,
410-16: 412-14, andAl 2-24 Strong -Drive X Metal Self -Drilling,
CI
URFP
Universal Retrofit Foundation Plate
12
61131.50, S/B1.81L S1132.06, SZZ37, S`52,56, StB2.66, SIS3,12, SIW�56, SIB3,62, SIB4�06,
Top Flange Joist Hangers
171-915730-RAI
X01 14SI 224; XQ11 4131224-2.5K; X01 12Si224, XQI I 2B1224-2K, X3461016-5K;
Tapping Screws
<
S/134.12, S1134.28, SIB4.76, SIB5.50
XI SIOI 6, X1810164K, X1 S1214, X1 B1 214-3,5K
13
SIBAZ12JI3, SIBA2.12110� SIBA2,12JI2. SeA2.12f14, SIBA4.18/8I SIBA4.18/10,
Top Flange Joist Hangers
Sea #
Product Model, Num ber or Name
Pmduct Description
27-
SIBA41812, SIDA4,18/14
1
ET -HP
Adhesive Anchorfor concrete
Z
14
SfH1A
HutricaneTie
2
GAC. GDP, GDPM-50, Gi GDPM-100, GEFS, GW-50, GW-76,GW-100, GTH
Gas -actuated fasteners and assern blies
15
S/1108Sr SIHD813, SIHOICS S/HDIOS, SIHDISS, 811-101513
Holdowns
3
PDPA, Pi POPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL,
Powder -actuated fasteners. threaded studs, and assemblies
<
16
S)H DQ14, StHDUO. 511-11 SIHOUI 1
Holdowns
PDPAWLMG, PSVL3, PSVLS-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4
17
S/JCT, S1HJCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
March 6, 2023
PA 1.3
MIAMV IUAM-DADECOUNW
PGT Industries. Inv,
PGTIndustrieslitc.
U) -F�3 Q)
-0 >
0
MMW FRODUCTCONTROL SECT]LON
PGTIndustries.1ne.
CL
5_
1190-55 SW 26 Stkt Room 2G,9
NOTICEOF ACCEPT-AIN, Cf. EVIDENCE SU BIAM-TED
NOTICE OFACCIEFTANC E: EVII)ENCE SUBMITTED
CU
DEPARTMENT OF RE4nJ1AT0RY AND EXaN0111C RESOURCES (RER) MiamL Flomb. 33175�24774
BOARD A" CODE ADMUNISTRATION DrVISION T(7S6)31��-25500 FUW315-2W
NOTICE OF ACCEPTANCE: EVIDENC-E SUBMITTED
(D (D
-L--
NOTICE OF ACCEPT_A_NC_E www_u" lecommv
1. Evidenc e stibmitted un d, er preious-N, O-A
T ASSURA.NCE
D. QUAL1n
0 Cn
(-NOA)
A. I)KAWENIGS
B. TESTS (continued)
1. Miami Dade Department of Regulatory and Economic Resources (FER)- .�2
(D -0 0
C) 0
PGT Industries. Ine.
1070 Technology Drive,
L MamfkAwers die drawings and sections.
5- Testreporton 1) Air InfiltrationTest, per FBC, TAS 202-94
(D
0 C)-
North'Venicv. FL 3427-5
(Siribmiffed tinder ATO 4 No. 11-0107. 04)
2) Umfoun Static Air Pressure Test- per FBC_ TAS 22021 -94
1. ALXTERLAAL CERTMCATIONS
0 U_
S C OFE:
Draw o. N ED-5570.0- titled -Yiikyl Sliding Glass Door NOA (L-M)", sheds I
3) Water Resistance Test, per FBC, TAS 202-94
L Notice ofAcceptance No issued to Vision Extrusion Limited f% th Cj
0
This NOA is being issuedulider the applicable rules and regulaticns governing the use of cambuctionmaterials- The
thrmigh 21 of 2 1 . prepared by mamif-ac=er, dated 1&05d 5, with revision Adated
4) Large Missile Impact Test per FBC, TAS 201-94
-111ute Rigid PVC Exterior E=_msiews forN%lindows and Doors7. dated &,,134f. M . (j
M 0 >
(n _0
E 0
documeatation submitted has been re-,, iewed and aocepted-by Nfiarni-Dade County-RER -Protluct Control Section to
G410517, signed and sealed by.A� Lynn Miller-P.E_
5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94
cKpiring on 0913 0119
L_
d,
'be UWdln NfiaM'Dj&_ CV'&y "d Ottk-1 UeaSwhm allm-td by the Aulhmity Hin, mg Jurisdictiou (AHJ).
6 Forced Emq Tea, per FBC. TAS 202-94
f
21 Notice of Acceptance No. 16-0920.08 issued to, Vision Extrusion Linu orth
E
U)
2 co 8_
This NOA shall not be i�
-alid after the expiration date stated below. The Miarni-Dade County Product Control Sec6on
B. TESTS
along with niarke-d-up drawings and installation diagram of 61nyl'sliding, glass door, prepared
100 Tan 202 and lighter Shades 0�7on-Xlltitj�) Rigi'd, PVC Exteilor Extrtisions for
U)
(In Nfiami Dade County) andior &e AHJ (in areas other th2n PMiami Dade County),res erve the fight to h a ve this
I - Testreporton 1) Uniform Static.4k Pressure Test, per FBC_ TAS 202-94
b,,,�FcnestrationTesting Lab- Inc, Test RtportNo.FTL &549. d2tedllJ10&l5_ §i�d and
Windows and Doors-, dated 1108116, expinag on 12-2%2 1.
productof al-ik-nalt!�Aedfcrquahtya-murancepuipa5es. lfgmproductormatenalL'mhtapedmmm the accepted
I Large Missile Impact Tesl per FBC, TAS 201-94
2)
RE
sealed ky Idalmis Ortega. (Test report revised on 121044 5 and 02il 1116)
'otice of Acceptance No. 1-5--052& 15 issued to, Vision Extrusion, Lintited for their
3- N_
"Brown
manner, themmm&cturer willincurtheexpense of michte-sdngandtheARJ'mavinmwdiatelyleiol-e- madil�% or
3) Cyclic 'Wind Pressure Loading per FBC, TAS 203-94
6- Test report on 1) Air Infiltration Test, per FBC� TAS 202-94
Coa ted (Painted or Laminated) Wlifte Rigid PVC Exterfor Extrusions for
suspend the use of such product or material within their jurisdictban- REk reserves the light tGrevoke this
along with marked -up drawinp and ir&allation diagram oftipyl slidiing glass door, prepared
T
2) Unifom Static Air Presswe Test per FBC, TAS 202-94
Wiridows and Doors'-� dated 68113115. expiring on 093Q,19-
acceptance- if it is determined byMmurd-Dade CouutyProducl Control Section that tkis product or material fa ils to
bv Fenestration Testing Lab- htc. Test Rqxxt No. FTL 8717, dated 171,V71 5, signed and
3) Water Resistance, Test. per FBC TALS 202-94-
4- Notice of Acceptance No - 16-0712.02 issuedto ENERGI Fenes=tion Solutions USA,
meet, the requirements of the applicable building cc&--
This product is. apprcned as described herein andhas been des' edtocomplywith the Florida Buil&= Code
IP
sealed by Idalmis; Ortega.P. E - (17est report mised on 0111 5fl 6 and 02224.4 61
4) L arge Missile, Impact Test per FB C, T-A S 2 01-94
Inc. for their -T.A-N 3040 and Lighter Shades (Non-AXIiite) Rigid FVC Exterior
'041
iaelu ding the 1E n�EVe locity Hurrizane Zow-
1 Test report an 1) Air Infikration Test, per FB-C - TAS 202-94
5) Cyclic Wind F'resstwe Loadingper FBC_ TAS 203-94
.1
Extrmsions for Windows and Doors" dated 0915116, expiring on 02.; 21-
D E SCMIM ON-: -Series " 55 7 W2 7 70 " Vinyl Sliding Gla ss Door (Rtinfer ce d) w4o 9 CP & I K51 c om ers-1, _MJ.
2) Uniform, Static.Air Pressure Test, per.FBC, TAS 202-94
along withmarked-up dirawmgs and installation diagram of vinyl sliding glass door. prepared
lu: ilans A-
5. N-ot.�ceofAcceptanc-eNo.16-0"12.04i&suedtoENEFGIF-enestr2tionSo tL USj
APFRov_kL Doc u-xw_N-T-. Drawing No, . 5 s. 70.10 Re v, B, -titled "Vilryl Sli&ng GlassDoorNOA sheim
3) Water Resistmoe Test, perFBC. TAS 26r2-94-
ITAS
by Fenestration Testing Lab, Inc-, Test Repof t No. FTL 8-55Z, dated 11%,15- signed and
Inc, for their -'Bronze and Lightier Shades of Cap C oated Rigid PYC Exterior
_NjD-
4) Large Missile! Impact TeSt per FBC, 201-94
sealed by Idalmis Ortega, P. E� (Test report revised on 02(15�2016)
-us -s" dated 09;15116- expiring on 04;'l6i20_
Exti ions for Windows and Dow
.1 through 21 of 21,preparedkvmanu&cturer_, dated 10,10-5,15and lastrevised on,02101f2IL'sigaed and scaled by
5) Cyclic Wind Pfffssure Loading per FBC_ TAS 2,03-04
T Test report on 1) Uniforin Static- Air Pressure Test, per FBC, TAS 202-94
otice of 2.03 issued to ENERGI Fencstrafi*n Solutions USA,
6. N 'Acceptance No- 1"'71
A.Lynni-Mler. P�E_ bearing the Nliami-DadeCountyProdLxtC=trDILRevis,onstaWwiffiffie,,NDticeof,
6) Forced Entry Test, per FBC. TAS 202-94
2) Large Missik Impact Test per FBC, TAS 201--94
Inc. fix their "Wlifte Riod PVC Exterior- Extru5lons for Windows and Doors" dated
Acceptance number and expiration doe bythe-Miami-Dad1e, County.Product Control Section.
along w ithmarked-up drawings and installationd iagr= of -kdnyl sliding glass door, prepared
3) Cyc lic Wind Pressure L o adikg per F&C. TA S 2 03 -94
09,110,47, expiring on 02,2&19-
MISSILE IM PACT R_ATV�G: Large and Small A-fissileImpactResistant
, .
by Fenestration Testing Lab, Inc., Test Report No. FTL 85146, dated 11,10,611 5z sig:ned and
along withmmked-up drawings and installation diagram of vin34 shdm_g ghss door, prepared
7. Test reports 'No(s). 10-002-792,(A)� 10-06-M0527- 535753-09- per M, TNIE-84-
Limitations-
I-L See table I (sheet2)and table 2 (sheet�) for applicable SGD unit sizes, desigu pren-sures, reinforcements ty-pes-
sealed by Idahnis Ortega, R E_ (Test report revised on 0 1 /04,116 and 91-�l L2016)
by Fenestration Testing Lab- Inc, Test Report No. Fn 6638 (samples A-1 thru A-22), dated
ASTNID 1929 and AS I-NID-63 5 . issued by EXOV A to Vision Extrusim for cellulosic
glass rypes7 sill ris
,er(see tablesB-1 & B-2. sheem 7-8) and anchorlayout sheets requiremeur. in 11 thru 16-
.3 Test rqxxt on 1) Air Infiltration Test. per FBC, TAS 202 -94
10 -r I
IlAgi - signed and sealed by Jorge A- Causo, P. E. (SubmitteW undi N70A.Vo.11-
composite n -mleftal.
2 Rigid Mute PVC, Tan (Non -white) RigidYVC andBromm coated (Painted orlaminat white Ri_pdFVC to be
ed)
2) Uniform Static Air- Plessue Test7 per FBC, TAS 20244
0101" 0-4-)
(Submined tinder X10--1 A-& 11-0107.04)
lal;eled per referenced NOA's requirements-
3) Wat er Resistance Test- per FB C. TA S, 2 02 4-4
8 Test report on i) Air Infiltration Test- per FBC_ TAS 202-904
8- Notice ofAcceptance No. 1"916.11 issued to Kurmy Anwrica.. Inc. for their
1 Egress operabledom famt comply%vithmin clear wid&or height perFBC requirement as applicable-
4) Large Missile,ln4md Teg per FBC, TAS 201-94
2) Untharm Static Air Pressure Test- per FBC, TAS 202-594
"Seutn-Glasil-' (Clear and Wltke) Interlayer', e-Viring on 07/04il 8.
4,� Pocket walls undersepwate approvat to be revievmd by Btilding official
5) Cyck Wind Pres=e.Loadingg per FBC, TAS 203-94
3) Water Resistance. Test,per FBC, TAS 202-94--
9. Notice of Acceptance No-16-1117.01 is� toKurmay America, Inc. fartheir
LABELING: Eachunit shall beara pemmentlabel with the manufacturer`.!� name orlogo, city. state andmfimand
6) Forced Entry Test, per FBC,. TAS 2021-94
4) Large Missile Impact Test perFBC,. TAS 201-94
"TrosifoIS-1,11traclear. Clear and Color PN7B Interlayers-, eV=g on OT108/1 9,.
following staiemew:'Mami-Dade County Prodwit Conval.Approved", noted herei-m
akmg with marked -up dra% ings and installation. diagram of vmyl sliding glass door prepared
5) Cyclic Wind PressureLoadingper FBC, TAS 203-04
TZEN71EWAL of Im-NOAthallbe commdered after areneunAl application has beenfikdand them has beenno
by Fenestration Testing Lab, Inc., Test Report No- FTL 8547 , dated 1DOV15r signed and
6) Foxed Entry Test. per FB C, TAS 2(02-94
IF, STATEINMINTS
changein the applicable building codenegat�%T.ky affecting the perfomiance of this product-
sealed by Id2bnis Ortega, R E. (rest repartrevised on 02.115d 6)
along with marked-UPL drawings and instalation diagram of iinyl slidmg glass door, prepared
I - Statement letter of conformance with FBC-151h Edition (2014) and FBC-0fdition
TEILAM- -ATIONofthis NOAwill occur afterthe exix�cndateorif the-lehasbeen a reLisioaDrthange iathe
4. Test report on, 1) Air Infiltration Test- per FBC_ TAS 20244
by Fenestration Testing Lab, Inc. -Test Report "NOL FTL 63-17 (san4iles A, I tbru A-5). dated
(2017� L%ued by nianufactuter- dated 0&44117� signed & sealed by Lymn IvEller. P.E.
matefials, use. and,or mamfacwre of the prodw orprocess. N25suse of ihisi NOA as aneadofsement of any product,
2) Uniform Static Air Pressure Test- per FBC.-'LkS 2,02-94
11�06110� signed and -sealed by Jorge A- Cam, P. E_ (Submiffed underA70-4 IV& 11-
2- Statement letter of no financial interest, dated D411 & IT issued by manufanuer. signed
for sales, a& ertismg of any othei purposes shall autornatic ally terminate this NLOA.L Fallureto, complywith any
3) Water Fasistance Test., per FBC. TAS 202-94
01OZ09)
& Sealed by Lyim Miller- P�E.
section. of thL NOA stug be cause forterminatian and renw-ml ofNOA.
4) Lafge Mksile IMtKt Tel per FBC, T-AS 201-94
3. Letter of lab compliance- part of the above test repoos.
ADNTERTISE-MENT. The N GA numim pf eceded b y the wo rds Nfiami-Da de Counly Flofida� mid fo Rowed by th e
5) C�Tlic Wind Pressure Loading per FBC. TAS 203-94
C. C-ALC19LATIONS
4. RER_ Test Proposal No� 17-0397- dated OS-051 7� signed b haq inda-
y Is, CIL 'PE -
expiration date may be displayed in adTwftsing li�atwe. IfanypottionoftheL NOAis displKyed_ then itshall be
6) Forced Entry Test- -94
per FBC, TALS 202
1 Anchor verification calculations and structural anahysis, Complying With FBC-2014.
done in it entiretv-
along with marked -up drawing and installation diagram of vinyl slid= glass door. prepared
prepared by P GT_ dated 11,109.1 1 52n1d List rnised on 021 _5� 16, signed and seale d by
G. OTHER
LNSFECTIUN- A OPYL of this entire NOA shall beprotaded to the user bythe manuftctuter or its distribUton and
104/15- signed and
by Fenestration Testing Lab.- Inc., Test Report No. FTL &,548. dated I -
An
-thony L Miller� P.E. (Sri b fft fted im de.NOA A'o. 15-1210. O��
1. Notke of Acceptance -No. 15-1210�017, issued to PGTIndustries, for -their Series
shall be available for inspection atthejob, site at the request ofthe. Build* Official.
sealed byIdahnis Ortega, RE. (Test report revised on.OLD+116 and011116).
2,, Glazing complies with ASTNIE-1300--09-
�'-5570,17 70" Vinv[Slidmg Ghas Door (Re Wa orced) - L2111". ex
piring on 04,142L.,
ThisNOA revises& renews'_N0A#1_U429.05 and consists -of diis a._Reland,evidem.epagesE-I-E-2,E-3.E-4.
p
L
I � I,,- - � � h�u-
E-5 & E-6 as %,eJl as approval docurnent mentiamd abo�-e_
1&-ha q. 1, chmmAa, RE
Ishaq 1� Chmmda. PZ
1--ha q 1. Chanda, PX
The bylshaq L 0handa, P1.
Produrt Control Unit Snw-risor
Product CoutrGI rmit $upe n-ISOT
Product Control Umh Sup*rvisar
INO. 21_01025.D3
No_kN_0� !1_020-9.03
Nolk.Ncl. 21-10205.03
cou
EXpir2ti,003)aitet Apri114,2026
!1
ExpirationDatet -April 14.2026
Expiration Date- April 14,2026
Expiration Date- April 14, '026
L of! Approval DR te. Ila rch ZS, 2021
7 11' �'
Approval Date. Afarck 15, n! I
Approval Datei March 2S, 2021
Approvi I Date; March Z�, -1021
Page I
1
E-1
E
PGTIndustries.1ne.
Wmdows and Doors, Inc.
PGT Industries. Inc.
N 01-IC E Of AC C E PT-kN -C E : E I I D EINC ESUI B _Xff IT] F-D
NOTICE OF ACCEPTAINCE: EA-MENCE SUBXHTTED
NOTICE OF ACLUPT.A_1N-C1: EX-MEINCE. SUBAUTTED
2. Evidence Submitted under proloussubmittal
E. NLATERLAI CERTff ICALTIONNS (continue)
3. New Evidence Submitted
5. Quanex Part Suiper Sipacer Standard complying with. ASTM C518 Therno I Conductivity
A. DIRANATiGS
0.981 3TU-in/ hr. -f t1--F, ASIM F 1 2249 WV`R:Pass, AS13A D3985 Oxygen --P-ass, ASTM, E
A.. DRANVEqGS
'I. Drawing No. AED-557,0.0 RevB_ titled-Tinyl Sliding GlasslDoorNOA (IMY'. sheds
2190 I.G_ Durability-No'Fog-Pass.. (Subudited under presions AWA.Vo. 15-8 409.05)
1. Drawing, No, AID -555 70.0 Rev B, titled ` `VinylS.Slidmig Glass Door NOA (LW% sheets 1
1 through 21 of '.11 � prepared by manufactufff- dated I 0,10-Sil 5 and list revised on
throug;b- 21 of 21- prepared by nianufac-nuer, dated 1 OtO5/15 and last revised on 0210 1/2 L
04022120, signed and sealed by A- L�mn Miller,, P_E_
6. Quanex. Part Din-aseal complying with ASTM C518 Themul Conducthity 2.29 BTU -in/
signed and sealed b-,, A- Lynn MUW, P.E�
hr-_-fF_'F, ASTIM F 1249 W'VIR-Pass, AS'IM D 1434 Argon Permeance-Pass, AS71M E
Notc lbs revision consists replacement of same existing installatim screw with flat head-
B, TESTS
I.G_ Durability -No Fog, ASTM E 546 Dew Point Dinrelopmear -20`F in 48 hrs-
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9-4
(Subw Ned tinder NO -A No. 15-0-469.05).
2), UnTban Static Air Pressure Test, Loading per -FBC.. TAS 202-94
7- Vision Extrusions, Ltd- Parts comp4mgg with PVC-AAMA 303-13, Vobmtary Specification
I
& TIESTS
3) Witer Resistance Test, per FBC. TAS 202-9-4
for Rigid Polyvinyl Cldoride (PVC) Extenor Rmfiles for Vision Extnmons., Ltd.. -VEX- 1 by
L None-
4) Large NEssile Impact Tesl per FBC_ TA-S 201-94
A -AMA Fenestration Exterior Profile Certifwation Program- (Sn6mitYed Ynder.V0.4Xa 15-
5) Cyclic Wind Piessure Loadingper FBC, TAS 203-94
04109W)
C', CALCX11AT101NS
E
alcqgwith marked -up drawing and installation diagram of all PGT Industries, Inc.
8- Vision EMmsions., Ltd- Parts complyin with, PVC-uk41Lk 3 03 -13
1_ xlone�
We A
fepleSentat' UnijSL listed below and tested to qua* Dowsd"91 and Domsff 983 silicones,
�Sttbm -ifted underAVA.Vo. 15-04-69.95)
=:3
prepared by Fenestration Testing Labor atory Inc., Test Reports No:
9- PVCAA1vJA 303-13, Volunt-&-y Specification for Rigid Poly-ifinyl Chloride (PVC) Fixterior
D. QU,_ALTTYASSTTRLNCE
FTL-7897. PGT PW5520 PIVC Fbied Window (unit 6 in proposal),'dated 09�'0314
Profiles for Vision Extrusions- Ltd--VEK-1 bry AAMA Fenestration Extetior- Proffle
1. Mianii-Dade Department of Regulatory and Economic Resorm (RER),
U)
FTL-20-2107.1, PGT SGD780 Akiminu= SWkg Glass Door (unit 7 in proposal) FTL-24-
i
Certification ProgramL
2107.1, PGT CA740 Alum Outswing Casement Window (unit 8 ia proposal) FTL-20L-
10. Notice of Acceptance No- 18-12ri.14 issued to Energi Fent-stration Solutim USA.- lnc� for
E, XLXTERLAL CERTIFICATIONS
2107.3, PGT PV1762GAL Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4,
their --Tan 3040 & light shade (non-whW,) X1190 Rigid PVC Ex-terior Extrusions for
L Notice of Acceptance No- 19-4305.02 issued toKuraray America, Inc. fordieir
>
PGT IYA7620A.Aluminum Fixed Window (imit 10 in proposal) dated 071131-10, all signed
Windows and Door§". expiring on 01`0+21.
"Trosifol:& Ultraclear.. Clear, and Color P17B Glass lnttrtayers�"_ eViring on 07,08,24.
(D
0
2ndscaled by Idalnus Ortega. P_E_
11- Notice of Acceptance No- 1"1122.02 issued to Enerp Fenestration Solution- USA- Inc for
2. Notice of Acceptance No- 17-0808.02 issued to Kuraray America, Inc. for th&
>
CL
theii- senies lklite Rigid PVC Exterior E=usiGusfor Windows and Doors_� expmng on
**Senin-Glast (Clear and Wliite) GLi ss Interlaivi's expff'' oa07/G4Z23_
CDL
C. CALCULATIONS
0 2 f,2 SP, � 3.
-1106.10 issued io Vision Extm
N sionstimited for their -Brown
3 otice, ofAcceptance No. 18
<
I . Anchor mfication calculations and structural analysis-. comp4ing with FBC 7
11 Notice,of Acceptance No- 2"10-1.03 issued to Energi Fenestration, Solution, USA., Inc. for
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusionsfor Windows
Edition (2020�), dated 04�127120_ prepared by mainifacturer- signed and sealed by
their '-Bronze & light shade cap coated 111afte Rigid PVC Exteriar.Extritsions -for
and Doors7' expiring GnL 09,130124-
4__j
0
AnthcayLymMil1ef, RE.
Witudows and Doors". expiriugon04,`1&25_
t Notice OfAcceptance No- 18-4106.11 issued to Vision Exirusions Limited for t4heir series
:3
2. Glazing complies with -AST-ME1300-6A. -0. -12 -and -16.
"XT- 1000 Tan 202 and lighter shades (Non-W'hite) Rigid, Cellular P-%,"C Exterior
_0
D. QUALITY ASSUK-07CE
F� STATEXIENT-TS
Extrusions forWindows and' Doors"- expiring on 1 1,29Q1.
0
Miarni-Dade Department of Regulatory and Economic Resources (RER).
1. Statement letter of confomance to FBC 711 Edition (2020), dated 04,22.2-CO. issued by
-TS
M21113f2MIff, signed and sealed byAn1hony Lynn Miller, P�E
F, STATEIAMN
F. ALITERLU CERTIFIC_kTIONNS
2. Statement lefter of no financial i n-terest and of indeperident. issued by maraffacturer dated
1- Statemient letter of conformance to FBC 71 Edition tl_420), dated 02101/21. issued by
L Notice of Acceptance No- 19-030,55.02 issued to Kin-aray America. Inc. for their
04/1 SQ0, signed and sealed by AnthonyLvm Miller. P.E_
nomfacturer, signed and sealed by Anthony Lynn Mifier- P_E�
"Trosifoll- Ultraclear, Clear, and. Color PNB Glass'lnterlayer�-. expiring on
1 Private Labeling Agreement document between PGT. dated 0330J15 and signed by all
2- Private Labeling AgfeefflentL dated 03M.,'21 between PGT Industries, Inc. and CGI
OF7j'O&24,
involved paftie&
Windows md Doors Inc., signed by Dean M, Ruark� P.E.. VtP. Eng'ineffing, on behalf of
M
Notice of Acceptance No.. 17-0803.02 issued toKuraray America, Inc. for their
"Sf0ftTG1a.4
both companies-
=3
<
(Clear and WWv�) Gins lat4pitiven", expm g on 07.604�23.
G. OTBEFUS
3- Notice of Acceptance No. 18-110&10 issued to Vision Extrusions Limited for th&
"Brown
I- This NOA re.ises NO.14 17A420.06 (PVT w)C.Gl) and updates to FBC2020 (7* Edition),
G. OTHERS
-0
Coated, (Painted or Laminated) Whire Rigid PVC Exterior Extrusions
e-Tiring 0-+21 /2 1 -
I., 111is, NOA revises & renews N,'O-A# 10-04-19.0,--, (PLA w/CGI), expiringD4114i26.
for Windows and Doors-. expiring on 09,130,f24.
2- RER.Test pmposals 419-1155 dated 01110i'20 approved bylshaql- Chand-a-P-E. expiring
1 The current associated PLA CGI file -#-21-010_55�01, expiring 04,11+26.
CU
4� Notice of Acceptance No- 1&1106.11 issued to V ision Extrusions Limited for their
04114/21-
Uj
series "VE 1000 Tan 202 and lighter shades Rigid Ceflular`PVC
Exterior Ex"sions forWmdows and Doors7'. expir�ing on 111494e-71- I � �
1�
i I L_
<
I
Ishaq L Chanda, P.E.
Ishaq'L Chan-dar P.E.
Z
IShaq 1, C"han'da, ]PX.L
ProdurtContrvi Unit Supervisor
Product Control Unk Sup*rvisor
Z
Product Contral'Unitt Supervisor
NOA No� 21-0:0.9.al
NNOA '.
No, 21-010-5.03
<
No. il-0205,03
E_q�piruioa Date: April,14,2026
ExpirationDilf, �Aprill.4.102�
Expiration.Date. April 14, 2�026L
App roval Date - Alarch 25, Q21
Approval Race- March 251. NZI
Q_
Approval Ntc Marelk Z.45, 20,21
E
E 4
SHEET
NO.
I
March 6, 2023 �1
PA 1.4
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�11AMI.DMADE MIAMI-DADE COUNTY
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PRODUCT CONTROL SECTION
Cast
-Crete USA, LLC
Cast
-Crete USA LLC
Cast
-Crete USA, LLC
(1)
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street,'Room 208
_+� Q)
BOARD AND CODE ADMINISTRATION DWISION Wanii, 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 _I._,
= =3 Co
U)
-co
Fn
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
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
(D -0 0
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Cast -Crete USA, LLC
6324 County Road 579
A.
DRAWINGS
A.
DRAWINGS
A.
DRAWINGS
0 C)- C:
0
0
LL
3:
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
:-�
—
co
prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, tilled
1, prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No.
1, dated 03124103 andDrawing Alo. LT4612, titled "Cast -Crete 4 ", 6 & 12
0 CD
-0
,-
0
>
SCOPE:
"Casi-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
eets I through 3 qf3, last revision dated 06112114, 114*J
L �ntel Safe Load Tables", she a
F=
a)
0
This NOA is being issued wider the applicable rules and regulations governing the use of construction materials.
Craig Parrino, P.E., dated March 24, 2003, last revision #1 datedApril 28, 2003 both
through 3 oj*3, prepared by Craig Parrino. P. E., dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
U) U)
CU
C:)
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
drawings signed and sealed by Craig Parrino, P. E.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
U)
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
B.
TESTS
March 22, 2012.
B.
TESTS
(AHJ).
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
B. TESTS
L None.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Unfilled Models, total of (13) concrete lintel specimens, per,49TME-529-94, prepared
None.
C.
CALCULATIONS
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
-porl No. 30404A, dated 04110103, signed and
kv Applied Research Laboratories, Re
1.
1. Calculationsfor Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236,
c-
C_� C-4
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
sealed by Christopher A. Hamon, P.E.
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signedandsealed by CraigParrino, P.E.
cc ><
Li- Cl-
accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke,
1, None.
cn
C= 1:
C,4 -
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
C.
CALCULATIONS
D.
QUALITY ASSURANCE
=
C-4
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
1. Calculationsfor Cast -Crete Lintels, dated05129103, 207pages, preparedby Craig
D.
QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources (PER).
fails to meet the requirements of the applicable building code.
Parrino, P.E., signed and sealed ky Craig Parrino, P. E.
1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs.
:2.
2. Calculafionsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig
E.
MATERIAL CERTIFICATIONS
This product is approved as described berein, and has been designed to comply with the High Velocity Hurricane
Parrino, P.E., signed andsealed by Craig Parrino, P.E.
E.
MATERIAL CERTIFICATIONS
1, None. —ct
W J=
Zone of the Florida Building Code,
1. None -
DESCRIPTION: (Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels
D.
MATERIAL CERTIFICATION:
F.
OTHER
APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1,
L Quali4, System Mwivalfor Casi-Crete Machine Made Precast Lintels revised on May 1,
F.
OTHER
1, Letter ftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
z
prepared by Craig Parrino, P.E., dated March 24, 2003' and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
2002.
1� Letter m Cast -Crete Corporatio4 dated February 03, 2012. signed and sealed
fto
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
2. Cast -Crete Quality System Manualfor Prestressed Products dated 2002.
by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2 010
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the
Edition.
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
2.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09
A.
DRAWINGS
date by the Miami -Dade County Product Control Section.
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 13-0321.07
1� None.
z
NIISSILE IAVACT RATING: Large and Small Missfle Impact Resistant
1� Drawing No. FD4612, filled "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, P.E., dated March 24, 2003 mid Drawing No. LT4612, titled
"Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
1. None.
B.
TESTS
1. None.
County logo.
Craig Parrino, P.E., dated March 24, 2003, last revision datedwarch 11, 2008.
B.
TESTS
W
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
1. None.
C.
CALCULATIONS
change in the applicable building code negatively affecting the performance of this product.
B.
TESTS
1. Arone.
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
1. None.
D.
QUALITY ASSURANCE
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
C.
CALCULATIONS
1. By Miami -Dade Cowity Department of Regulatory and Economic Resources (RER).
mi
any section of this NOA shall be cause for terinination and removal of NOA.
1. None.
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 Mfomi-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.
MATERLALL 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.
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
E-5 as well as approval document mentioned above,
'��imy'A Makar, P.E., M.S.
/�Melmy A. Makar, P.E., M.S.
ClHelmy A. Makar, P.E., M.S.
The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S.
Prokuct Control Section Supervisor
Proanct Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
NOA No. 20-0630.15
RMIAMN)ADECGUILMN Expiration Date: 09/11/2023
Expiration Date. 09111/2023
Expiration Date* 09/11/2023
Expiration Date: 09111/2023
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/20/2020
Approval Date: 08/2012020
Page I
E-1
E-2
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� None.
B. TESTS
B.
TESTS
1. Arone.
1. None.
C. CALCULATIONS
C.
CALCULATIONS
(D
1. None.
1. None,
D. QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (PER).
1. By Miami -Dade County Department of -Regulatory and Economic Resources (RER),
E
E. MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. Arone�
1. Mone,
F. OTHER
F.
OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast-
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, RE
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 kv Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables", sheets I
o
through 3 qf 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision datedJune 12, 2014, all signed andsealed by Craig Parrino, P.E., on
C-)
January 22� 2019.
B. TESTS
0
1. None.
L_
CL
C. CALCULATIONS
a)
1. None.
U)
D. QUALITY ASSURANCE
M
M
1, By Miami -Dade County Department ofRegulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
<
1. Arone.
—0
O_
F. OTHER
1. Article of Conversionfor a name change.
0
UJ
Helmy A. Makar, P.E., M.S.
<
q)
C>fleltny A. Makar, P.E., M.S.
Z
Product Control Section Supervisor
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
z
Expiration Date: 09/1112023
Expiration Date.- 09/11/2023
<
Approval Date: 08/20/2020
Approval Date. 08/20/2020
_J
E-4
E-5
0-
SHEET
NO.
March 6, 2023
I PA 1.5
i i I __T__T I - — ____ — I - I I 1 1 , 11 1 1 1 1 , 1, 1 __,T_1 . 10 1 1 , 1II, H, 11 iIIINJ �� NIII . I I I I I . I I - 1. 111 , I I I - I I I I I I
y_______________________1-.
-
/ I I Ll ECO imc\
-
TILLrr TESTING & ENGINEERING COMPANY
MDUM�VAL kTI �NIMP ��� 2
:[&
22. 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
EBI!ALUAT10N PXPII NO, 2 0.072z.ol 3
6. MAJERIAL CHARACTERISTI AND SPECIFICATIONA;
Shall be strictly In acoordance with General Notes and Components indicated on
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
WATTRR A TTLLIT. JR., P.& ___ —
. tUtei-,o@aal.com
FLPA,�.N. �167
, CIU�KI,W0671�
as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
Testing, Inc., Reports 9 96-569 dated 08/09/1 996, #96-570 dated 0911811996,
26, of'Product Evaluation Document (P,E.D.). drawing No. 20-176.
MDUCTIVALUATION REPO T
JR
#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and
# 2126 dated 1010511 998 witnessed by Gilbert Diamond, P.E. and Report No.
7. LIMITATIONS AND CONDITIONS OF USE;
REPORT NO.: 20-072111.01
0219.01-09, dated March 4, 2009, signed and sealed by EcImundo Largaospada,
P.E. and Henry Hattem, P.E.
7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
DATE: July 28, 2020
Tensile test report No. 9CM-1 97 by QC, Metallurgical, Inc., dated March 13, 2000,
on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
on sheet 21 of28 of Product Evaluation Document (P. E. D.), drawing No. 20-IT6
PRODUCT CATEGORY: Shutters
signed and sealed by Frank Grate. P.E,
prepared by TilteGo, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E,
PRODUCT SUB -CATEGORY- Storm Panels
2A3�TRUCTURAL ENGINEERING CALCULATLON%,
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
defined on section 1620.2 of the Florida Building Code.
PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
wind bad, as wall as maximum anchor spacing vs. design wind load and panel
MANUFACTURER: Global Probicflon Produda LLC
length based on rational and comparative analysis, and in accordance with
7.3. Product shall only be installed into poured concrete, concrete block, and
4600 S.W. 61 Street
sectlon 1616 of the Florida Bul]dJng Code. Calculations prepared by Tilteco, Inc.,
wood frame structures.
dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E.
Davie, Florida33314
1. PURPQSE OF EVALU N;
I MISSILE IMPACT RESISTANCE:
Product Evaluation Report prepared by Walter X Tillil, Jr., P.E. (Florida License
This is a Product Evaluation Report IMad by Walter A. Tillit, Jr., P.E. (System
Large missile Impact under section 1626 of the Florida Building Code, as per
No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
TAS 201 Protocol.
61 G20-3, Method I D of the Florida Department of Business and
4.WND LOADS RESISTANCE;
,i,,%IJ04F1EI4UN,
,,,' Iiok V44 0 No,
/ ?� 5".
Professional Regulation.
- ____
20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
gNN:,"N�;� .%_
... .. a .
,
Q L , - ' ip,
,zK�.-`��EIIII4 %..- I,-,
, ,
':ii�
This product is being issued an Evaluation Report as described herein, and has
pressures. MaXimvm panel length shall be as indicated on sheets 8,10,14, 15,
� .
� - __ Z .1 __
44167 '%
been verified for compliance in accordance with the 2020 Seventh Edition of the
16,19, 25 and 26 of`26 afProduct Evaluation Document (P-E.D,), drawing No.
� �_ , i;::�pp, I
___ - !*=
-- ,
Florida Building Code, and to verify that the product is for the purpose Intended
least
20-176. Maximum Anchor Spacing shall be as indiraled on sheets 8, 9, 10, I 1,
14,15,17, 18I 19,20 25 and 26 EiI of Product Evaluation Document (P.E,O.),
1-*--:�_* . Z
- � - '. -
,1� - " Z0 - - -q�, STATE 0 , F , ,,'ct Z�
at equivalent to that required by the Code,
drawing No. 20-176,
- / ;F - __ __ ,i�- �,,�
' 0,�- 1�40;IITI . , �,
1 &,,' � ��--,, ,
,
-,, �.- , e;
This Product Evaluation Report shall be subject to review and revision in case of
I , I. ,��%
1. .0 ` \� I
"'i, SIONA).V ,',,"'
"I"i""IJUIOL00
a Building Code change that may affect its limitations and conditions
5, INSTALLATION:
Installation shall be performed strictly in accordance with details indicated on
2. EVIDENCE SUBMITTED:
sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
WAVILL
D:ITILTECOADMON RECORDS I P. E. REPOFLT-20 k GLOBAL PROTECTION PRODUCTS, LLC�20GAG5
2,11. PROIDUCT EVALUATION DOCUMENT (P&.�Q-
(P.E.D.), drawing No. 20-176, Minimurn separation to glass shall be as
GALVANIZED STEEL STORM PANELkDRM42C�-176�R�PORT#2"728.01
Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
Indicated on sheets 8, 14,16, 26 and 26 of 26. of Product Evaluation Document
sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
(P.E.D.), drawing No. 20-176.
,
Tillit, Jr., P,E.; dated 0712812020. This drawing is an integral part o )UP"s
,
III,
Evaluation Report. ko,%4111
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F—MERAL N ! - 1
1 N" MR 20 QMiIE AMMIZI e 3) IN CASE THAI PRECAST STONE. OR. PRECAST CONCRETE PANELS, STUCCO LIP WOOO BOARDS BE POUNO 09 THE
_SHn_=&L� EXISTING WALL ANCHORS SHALL BE LOW ENOVOM TO REACH THE MAIN STRUCILNIE BEHIND SUCH PANELS
i '
STORM PANEL SHOWN ON THIS "BoDUC, EVALUS"ON GGG,.EN T IPED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0,I) AND 44 6,2).
�CGRDANCE WITH THE 2020 (7th WITION) OF THE ROROA 5I.RDING CODE (C) TQ_E&!SRhQ.� JA!IN__SFLQM,0&iU__�AS.�_M_
DESIGN WIND LOADS SHALL BE DETERMINED AS PER 'SECTION I 620 OF THE ABOVE MENTIONED CODE, - 1/4 0 TAPCON ANCHORS. AS MANUFACTURED BY .1 W SURLDEA. INC
FOR A WIND SPEED AS REQUIRED BY THE 4URVSOICTION .HERE THESE SHUTTERS Wel BE INSTALLED AND - III"I 10 PANI FEMALE TO AND PAN1UWTF PLUS ANCHORS� AS MANUFACTURED Err ROG CONSTPVCTION PRWUCTS
- ,�A:
FOR A DINCICTIONALITYFICTOR K4-OB5.VSIRG ASCE 7-Je AND SKAtit, NOT EXCUD THE MAATMUM (XSO) . LAG SCREWS PER N 0 S.
DESIGN PRESSURE RKPIN45 INDICATED ON SHEETS 7 THRU 12. 14, ;-,,, 16, 19 a 20, - 7/16-0 1 5/*- WOOD BUSHING. AS DISTRIBUTED GY ALI. POINT SCREW DOLT & SECLN.rr CC
IN ORDER TO VERIFY 'THE ABOVI� CONDITION. GLEMAIC DESIGN WIND LOADS DETERMINED PER AseE 7-T4 C 1) MINIMUM 174READET) PENETRATION MO WOW Of TAPCON ATICHORS SR41 EIC: I 1/� AND 2- POP EECO PAICILMATE PLoS
SHAUL BE FIRST REDUCED it, AS U DESIrN KING LOADS By MULTIPLYING THEM Re 0 6 IN ORDER rq
AND PANUAVALE RIVALS O
COMPARE 7"M W/ MAX IA SDI DESIGN PRESSURE RAFAGS "DI ON 5NMS 7 MIR 14 I'l 151 '61 19 & 20'
C - SCREW� INT -
IN ORDER -10 VERIFY !Wi ANCHQRE ON THIS PC 0 AS TEST �2) MINTMUM 7��IREAGED PENETRATION OF LAG IV THE WOOD FRAME UNIT SHkLL RL ! 112 XCI THI
Er, WERE NUT ,1AEP STRESSED, it M,X ,NGgEASE IN AULMARLE PENETRATION INTO STUCCO SHAI_ BE CONSIDERED AS PART THE REQUIRED 711REACTO PENCIRATION,
LIP
STRESS FOR WINE LOADS WAS NOT USED IN THEIR ANALYSIS FASTENERS SPACING 70 WOOD HAS BEEN DETERMINED IN
�
ACCORDANCE WITH N�D,S� 2011L C 3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHAiL BE AS TNOk�W IN THIS DRAWING
STORM PANEL'S AIJEATUACY FOR IMPACT AND WIND RESISTANCE HAS EUN VERIFIED IN ACCORDANCE WITILI SECTION l6le OF
THE ABOVE MUOICHM CODE AS PER MUFMQM4E ENGINEERING & TESTING INC, REPORTS 96-569. ge-570 A: 96--,W AND C 4) MINIMUM PENETRATION OF WOOD) BUSHING SHALL BE 518' 1/4- 0-20 SCREWS USED %UAA Sf� 1 112- LONG MI
FENESTRATION TESTING �B INC. REPORTS #2032 & J212e . AS PROTOCOtS TAS-201, TAS-�02 AND TAS-203 SHOULD SIUMO, DUST, " I* MINIMUM FOR WALLS WITH No STUCCO,
AS WEU AS AMERICAN IEST LAB OF SOUTH PLORDA REPORT #021S.01-09, AS PIEP 1AS 201, 'AS 20,- AND
TAS 203 STANDARDS. C 53 IN WE' TIAI PREIC-i-ST STONE. OR PRECAST CONCRETE PANELS. STUCCO 09 WOOD BOARDS BE FOUND ON YNE EA151"NG
2 ALL 40MINUM OURUCIONS rC; SE 6063-TO ALLOT AND TEMPER WALL� ANG�IORS SHALL HE LOW ENOUI 10 REACH T�E MAIN STRIJM,K- BEI-IIND SUCH PAINUS
(UNLESS 01HERWISE NOTED) SEE SIAM, 2 ANCHORAGE SHALL BE AS MENF,ONED IN r. 1) C 2) ,A C 4)
1 ALL ALUMINUM ST�EEI' METAL USED A7 CLOSURES SRALI HAVE ,IJOS-Hlq ALLOFF (0) ANCHOP�' SHALL BE INSTALLED rOLLOWINr ALL OF THE WCOVVINOATIONS AND SPEUFFfATIONS OF THE ANI MANUCAM.RVI,
4 ALL STE-LI SHEFT� METAL PANELS SHALL HAVC STRUCTURAL QJOJF� STEEL ASTM AI GRACE So MINIMUE" -
� 60
GALVANIZED SlIEEL DESIGNATION w 8 PANELS MAY ALSO RE INSTALLED HOW.MALL� FOLLOWING INSTALLATION GET,AI SHOWN ON SECTION 3 TINROL,-� 10 (SHEETS 4
fr,- 58 5 Litt (AFTER ROLLED)
THROUGH 6) EXCEPT FRAI HEADERS (M &(I SHALL NOT BE VSEO
5 ALL SCREWS TO OF StAINLESS STEEL 304 Ck Jit Q51 SERIES OR CORROSION RESISTANT COATED CARBON SIEEL AS PER 9 17 SHALL BE THE PESPONSJETUTT OF THE CONTRACTOR 10 VERIFY THE SOUNDIIESS OF THE SMUCTURE WHERE SHUFFER IS TO BE
DIN 50018 III 50 �i YIELD STRENGF� AND 90 k,t, TENSILE STRENGTH III SIVILL COMPLY W/ FLORIDA BUkCKNC COM
SFC1ION 2-11 1.5.. ATTACHED TO INSURE PROPER ANCIIORAGE THIS SH-JTTER SHALL ONIV BE ATTACHED In CONCRETE. BLOCK OR WOOD FRANE
BUILDINGS
I CELTS 11, BE ASTM A-307 GALVAN17ED SrM, OR AIS? $04 SSTS SUUNTM STEEL WITIN �% W, MINIMUM ,75,D
STRENGTH 10. EAI REIGULA,P STORM PANEL WI LENGTHS OVER 8'-6 THPOUI i2'-4*, AS EEQ SECTONS 5, 5. 9 & to AN., ALTERNATIVES TiW,
- ANCHORS TO WALL "d BE AS 1`00,00's OW At IOW ON SHEUS �, 6 A 12 RESPErTIVELt SHALL HAVE A LEGIBLE AND RE401-Y VISIBLE MASKING INSTRUCTING OWNER OR
TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT, DURING PURCUS OF HURRICANE WARNING
(A) TG�a*_Qy_,PQASED_,OGNDR�7E it THfE INSTALLATIC9 CORIPASJUN IS To SFAVC4.101, ALL 544UTTER COMPONENT EDGES WHICH FIDAIIN 114 1ORTITAUCIUS �.ONTACJ WITH
- 114'0 TAPCON ANCHOIL� AS MANWACTURED By I,TW SUIUDEX, INC (Wit VE192 p) T14t BUILDING TO ;1REVETIFT WINO/RAIN INTRUSION
- 1/4' 0 ,, 7/5' C"-[N ANCHORS. AS MANUEACTI BY DEWALT INC (Mik I'c-300D P_#_,)
- I/It. . 3/4* 50.0-SET ANCHORS. AS DISTRISUFf-W BY AU. POINT SCREW, DOLT . SPECIALTY CC I� STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS NDICATU) IN THIS DRAWING PLLS ANY BUILDING AND 7CP404C REGULATRINS
IM ... f*3000 P-1 PROVIDED BY THE: JURISDICTON WHERE PERMIT IS APPLIED TO
I
- 011-10 PANELMATE FEMALE 0 & PANIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTI PRODUCTS
13 (a) THIS PROOLIC! EVALUATION DOCUMENT (PX n) PREPAM 5v THIS ENGINEER 'IS GENERIC AND DOES HOT PRI INFORMATION
IMI� 1'3350
I
J'A',I
- 1/4 0 ,r TAP-4RIP ANCHORS, A5 MANUFKrURED BY IRL-FAST CORPORATION (I'3GG0 P-t ) FOR A SITE SPECAIC PROJECT, III, WHERE tW $ITS rONUMONS DEVIATE FROM 114E PIE-'.)
A 1) MINIMUM EMBEDMENT Of TAECON ANCHORS TRIO POURED CONCRETE SIRWLE BE 1 3/4'; 2� FOR RANfIVIITE FEMALE P) CONTRACTOR TO K RE'SPONSIBLEHFOR �E SELECTION. PURCHASE AND INS -A UVIGN 94CIUCNNC LIFE SOFTY, OF THIS PRODUCT
O AND FAMEMALTS PLUS AND I '/A- FOP OF TAP -GRIP ANCHORS BASED 0-4 THIS- RED. PINGODED E/SQE QI NOT DEVIATE FROM THE CIC60TIONS DETAILED ON THIS- DOCUMENT
CONSTRUCTION SAFETY AT SITE IS THE CCINTPACTOR'S RESPONSISKIttv
A.2) CALK -IN A, SOLO-SE1 ANCIORS SILAU HE EME-cODED 7/8- INTO THE POURED CONCRETE NO EMBEOWN! FOG W THIS PRODUCT EVAUJAnON DOCUMENT WILL RE LONSIMPED INVALID If MOOFI�W.
STUCCO SHALL HE PEPUfTTEG 1/4* 0-20 %,REWS USED SHALL BE 1 1/2� LONG MAYMUM SHOULD STUCCO EXIST,
lye I' Mi"A"I FOR SALLS WPH No STUCCO, PRO NO SF HEADED SCREWS, OR ALL THREADED SCREWS WIG ITUD, III) STIFF 55POORC PRICUIECTS SmAu, BE PREPARED BY A FLORIDA REGISTERED E1QtRCER 04 ARCRffCCT WHICH WILL OEt'OME TRE
BLn MIR WIftG NUIS ENGINEER Or RECORD (E.O.R.) FOR THE PROJECY AND WHO WILL BE RESPOW.IM FOR THE
PROPER USE OF THE P.E 0 ENGINES OF RECORD. ACTING AS A OCI-EGATED ENGINEER TO THE
A �) IN CASE '� FIRZIGAST STONE. PRFCA-17 COICRfTE PmELS. PAVERS. STUGFIG OR WOOD BOARDS BE FOUND C,t �Ik P-E 0 ENGINEER SHALL SUBMIT TO TRIS LAY "t FLIE slC SPECFIG DRAWINGS FOR REMEW
EXISIING WALL OR FLOOR ANCHORS 51I BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE)IIND SUCH
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ENGINEER GIP RECORD THAI PREPARED IT
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SHALL PLACED FOR TO
RE EVERY OPENING LASEUNG COMPLY WIIH SECTON 17DI OF �F
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DATE
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CEILING ANN ELQQ MOM G , .� o/ft
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.. � 0 - RK0 S�., 51 STREET
,W �. TILUT TESTING & E"IWER No COMPAW I
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WALTERA. TILLITI JR-, P.E�
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TILLIT TESTING III ENGINEERING COMPANY
fiTtcco@wI.com
PRODUCT EVALUATION REPORT ,LFI�P_r U-N. 4UV.
-.L_sNI,.N1OP19
REPORT NIDI
20-0727.02
DATE:
J uty 27, 2020
PRODUCT CATEGORY:
Shutters
PRODUCT SUB -CATEGORY:
Storm Panels
PRODUCT NAME,
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Protection Produi:W,LLr.
4800 S.W. 51 Street
Davie, Florida 33314
1. PURPOSE QF EVALUATION;
This is a Product Evaluation Report issued by Walter A, Tillit, Jr, P.E. (System
ID # 1906) to the Global Protection Products, LLC, Rute Chapter No,
6IG20-3, Method ID of the Florida Department of Business and
Prufassional 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 revilawand revision in case of
a Building Code change that may affect its limitations and conditions
. EVIDENCE SUBMITT
Drawing No. 20-176, 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 intego
, _�Vt
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Evaluation Report. Yx �',' . IZI i"
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1.
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22-MT REPORTS:
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 0311VO2 witnessed by William
R. Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P,E. and Report No.
0219�011-09, dated Februaty25, 2009, signed and sealed byEdmundo
Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
Building Code. Test Report prepared by American Testing Lab of South Florida,
Report No. 1123.01-10, dated Novembel-23, 2010, signed and sealed by Julio E.
Gonzalez, P.E.
I
Tensile test report No, 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
sIgned and "sled by Frank Grate, P,E, as per ASTM E-8 and Tensile Teat as
per CIC Metallurgical Report No. 1 OKMA 318, dated December 1, 201 0 signed
and sealed by Jerry Jaciofano, P.E, as per ASTM E-8.
2-3A
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well 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 by Tiltecot
Inc., dated 1211 Bf10 and 08/27/13 (for this revision), signed and sealed by Walter
A. Tillit, Jr., P.E.
3. MIS,51LE IMPACT tESL3TANCE:
Large missile impact under section 1609,12 ot the Florida Building Code, as per
SSTD 12-99 Standard and TAS 201.
4. WIND LOADS
JLUte_TANCE,
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
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 thrui 16
and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard,
%0[$01011110%,
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PROID]ICT _RVALUA.110N Rr �
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5, INSTALLATION -
Installation shall be performed strictly in accordance with details indicated on
sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3, 6, 13, 14, 15, 16 and 18 of 1 8, of Product Evaluation Document
(P.E.D.), drawing No. 20-17a�
t. MATM L CHARACTER1SMSAKVJFEQF1CATtNSj
Shall be strictly in accordance with General Notes and Components indicated on
sheet I and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No.
20-175.
Ancho r specifications sha 11 be a s indicated o n sheet I of 1 8, of Prod I
Evaluation Document (P.E,D.), drawing No. 20-1T5. ,
1J
1i
,
7,AJNIffAT1Q_NS AND CONDITIONS OF USE: I
7.1. Shall bestrictly in romplianoe with General Notes No- 1, 8 thru 14, indicated "
on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 ) )
prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, 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 4
wood frame structures.
Product Evaluation Report prepared by WalterA. T11111, Jr., P,E, (Florida License
No. 4067), President of Tifteco. Inc. (Florida CA-0006719).
WALTILL
D'� TILTfEC0 A4MON RECORDS I,P� E. REPORT�20
GALVANIZED STEELSTORM PANEL ,DRWG # 20-176 �
___
1/4, 2/4. 3/4I 4/4, 5/5, 7/5,
_J%WIVV/1O, 2W/10, 31I 4W/10, + 6/5
F' SW/ I 0. 6W/11 & 7W/11
_ 3. No ANCHM: FOR CONCRETE SOE SCHEDULE ON SHOE11i 6 & 9 3, MINK
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I' MIN __ FOR WOOD SEE SECTIONIS ON SHEETS TO & 11 , _., - - --7," vec-
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- - - - ANCHORS FOR CORI SEE SCHEDULE ON SHEETS 6 * g- - _ - -
FOR WOOD S SECTIONS ON SHEETS 10 At i I
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�11 _�� --%-T----- - -- -_
i- :1" elaIK, "UIX0, INC. IR
= , 70 GAGE GALVANIZED STEEL STORM PANEL DRAW" I
*
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INSTALLATION QETAILS
FQ REGULAR PANEL5(l
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CONCRETE QR CONCRETE
BLOCK STRUCTURES
ANCWGI FOR CONCRETE SEE SCHEDULE ON SHM 9
. PGURED CONCRETE
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`X-VI
NOTES:
.........
A,
INSTALLATION S=ON MW
SCAI 1/4* - I*
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ALSO. DESIGN LOADS
UP TO +55�5, -72.0 AND PANEL'S LENGTH UP TO 8'-S*
CEN
pt;J.
2. FOR NEW WOOD FRAME C&SFRUCIION: WOOD
MEMBERS TO BE SOUTHERN
j,'
FLORIDA BUILDING
CODE (High Voolocify Hur cone Zone),
PINE NO� 2. W1 SPECIFIC DENSITY OF 0.55 OR EOUAL
No. 4167
F?
20 GAGE GALVANIZED STEEL STORM PANEL
GLOBAL PROTECTION PRO
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TOP & BO No M UNTINGS DAN BE
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SHM SHEET 1.1 1, 21 litI.IW115
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WALL MQUISTIM-MIALIAnO WALL ANI INSTALLATIO SCALE 3/32*.1"
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LIFE SAFETY PANCLS MAY OR MAY NOT BE INSTALLED ADJACENT TO N'�'IIIIPANEIS EE.W I, ANW
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2. LIFE ��S;NT S -TEEL STORM PANU AS SECTION 13-D
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TO
I
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J. LOD= A, HE T ow
5 DRAW NO
ff R%RE$S IEGIA TRACK To BE COMPONWO& BOTCM TRACK TO
WAOLLF IMOUNTED
COMPONENT Y BE INSTALLED 0TV FLOOR FOLLOWING SECTIONS I &
2 ON 114K SHEET. AS WELL A'S DETAILS I & 2 ON SHEET 14. IL
4 to I,� LENGTH FOR COMPOINM Q IS 1,%* z : FLORIDA BUILDING CODE (High Vel-Ity Hwrricome Zone)
x .
M;.. ANCHOR SPACING FOR COMPONENT O)ANCHORAGE AT BOTTOM IS GIVEN ON
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COMPONENTI)MAY BE PERMANENT OR REMOVA13LL z -
7 It = 0 L 0 A L TECTION PRODUCTS,
,5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15 ATE PRO LLc-
IMP
6 SEE SHM 4 MR DETAIL APPLICA13LE TO THE NECESSITY FOR THE W57ALLAITON F TILUT TVSM*$ & MINCO040 C()NPAWY -m I
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UP f A4HF?
XIMUM A.1% DESIGN PRUSURE � NG (Rad.) AND C0RRE=NI2jN0
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SEE SHEETS 1. At A I FDR ANCHORS TfPE AL SPACING H)R JWUILLATI� AID WOW FRONE SUKDOW,
fARWvM ANCIM SAVIll" AN MINIAL14 EDGE DISTANCE ARE INOCAIM ON TWS SCHIDLA.E FOP D.D. LOSS
THAN 10KATED ON SCHEDULE REDUCE AWWR SPACING 61 WATIPLYIND VACM SHO" ON SCHDOLILE V
THE FOLLMAIC FACTORS. FOR IRS OPEWIDN To K POSSRAL R@DUCSD SPAIWC OISTAINDO USPW FACTOR
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'T7 Ij Ar
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Au. LEWIHS LIP TO $,-a' � RECURED
NOTES
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A,S.D, DESIGN I.OADS
UP 70 +55�5, -7,LIO PSF AND PANEI,'S LENGTH UP 70 W-8-
2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I
TOP & BOTTOM MOUNTINGS CAN BE
COMBINED IN ANY WAY TO SUIT ANY
INSTALLATION.
V-0. 1/2- __AT END
t-4 IF zlll,�
TO lzi.
1 ED
SEE 0AIM09 PANEL \-END PANEL
OR 3- SCIAEDOLE L,
FOR 4.1 --MR 4U.
ANCHOR ANCHOR
OR DIRECT MOUNT SPACINO SPACING
DMIL I WALL MOUNTING INSTA ABLE TO SCHEDUL"
(p.m.f.) AND
ONDING MAXIMUM ANCHOR SMING SCHEDULE AT&FOR
INMUABONS 114TO CONCREEE A ONCREN BLOCK STRUCTURES
to I
EOl
EQ1
ED
ED
ALTERNATIVE
I W
SCAM 1/8=f-
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SCALE 3/4-1.
7
UP
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ALTERMIME
3W
SCALE
ALTERNATIYE WOD
ALTERNAME AW
SCALE 3/8-1,
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E
i :HOR LQQAXjr11ONS
NOTE 7 SHUTTER TRACXS NOT SHONATI FOR CLARITY
(-ON ALTERNATE
-TVOS 0 EVERY
OVERLAP
(12 1/2, *_ C)
TO HOLE) P
vs- ". (ck% I) I
S* &AN,. (CASE 1.) -
LOCATION
11 J-1 AT END PANEL
V
(9 EL END
CoR INTERIOR PAN PANEL
ED
J2 FOR J2 FOR
ANCHOR JAAc ANCHOR
SPACING 10NIColl
WAIL 2 =1 MONG INSTALLATION (APPLICABLE 19 =HEDU"
SCALE-. 3/1 C - I *
MAXIMUM A.S.D. DESIGN PRESM RATING (vad.) AND URRESEONDIN
MAXIMUM PANEL LENGTH "L! a0EQU
MAtImum A.SA
MPCON
a 10-CRIP
CAAX_
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Pmawal kus
APPVCARK To
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SECTIONS fo A
UAMLM PANEL
'L,
to
CameRm
TO
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TO
TO
CoNcem
PRESS"RE
- Col"MI 0000�
ultoll, let
.al
COMORDIT
PLO"
",
ROCR
CONCRETE
BID"
OF THE.
NIA
N/A
N/A
IS,
-g�
N/A
_e
6-
-9-
N/A
-9-
6'
N/A
+5510� -72.0
So-
9-
I (BOTTOM)
141 Lt!ti.
IS.
N/A
N/A
fi-
N/A
5-
NIA
--f-LiE
6-
N/A
I & 2 MP)
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-V
__!/A
5�
9.
a,-
9,
7 1/2"
to,
9-
9�
I (BOTTOM)
>V-O"
+56D -72,0
N/A
N/A
N/A
S'
141A
1 6- __!/A
6'
N/A
I & 2 (TOP)
a-
4'
If.
So.
-
-
DEW"
PR MiSUIZE
RAT;W,"n
;AM I MW 0-6/4' w ToOt, TOP OF 9*4
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APPLICABLE TO
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44Y COMET
OF TH NATIO
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MA)OMUM PANEL
LENGTH I. . (ft.)
-in
TAPCQN
C
comar, im
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mswE 05ME
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7--b- OR LESS
+52�$ -5610
1. 1.
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7'-G" OR LESS
+5&0 -72-0
2 1/2' 2 1/2'
4� 3 -,/2-
2 (BOTTOM)
7'-6' OR LESS
�55 0 710
2 1/2* 2 1/2'
N/A N/A
2 (BOTTOM)
P7'-6- TO W-0- I
N/A N/A
2 (BOTTOM)
�7'-(I- To
J: Na� 44167
To
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SIDE SHEFT 15 FOR ARCHORS TWE AL SPACING "OR 0WALLATIORS INTO WOOD FRUIS BULW4.
LKNILAUM XWM SPACIWS AM WANNUM, EDGE OSIMACE ARE W�" ON THIS SCN(DULE. FOR
ED LESS TIAII MCA7W ON SCHOMAL REDUCE AACROR SPACING W MIX-TWUPW SPACING
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INDICATED FOR EACH ANCHOR TYPE At ANOWAS WIGM
AKV" Tm
Amm SPAM (w)
21
z
7 1/2
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mo� P.)
a
1
3 1;;
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FLORIDA BUILDING
INSTALLAIT10,
QUAILS FOR REGULAR PANELSCI)
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E PLUS
14-10 PAIN&MATE PLUS
7/0'
_14 -10 PARaWlt PLUS
0 6 /4 7/s
OC. W/ I
PENEPIATION TO
:,
T=21; 10"'.
WOOD
PENETRATION To
------
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Cm NG WOOD
STI HEADER
EASTILIQ WOOD HEADER
iv
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-
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WOW HEADER WOOD HEADER
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TO
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Mo. PANEL LENG�
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W/ 1/oFI
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27.4" WOOD PLATE Rw WDO
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RECUMED EOURED
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WNmL NOTES- IM ?6b& SYMM -1
I E-Z NANO STORM PANEL SHOWN ON THIS PRODUCT EVALUATION OCCUMENt (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELI)I MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAlt FEMALE ID * PANELINATE PLUS INTO CONCRETE
ACCORDANCE WITH THE 2020 (70, ED", ) OF THE FLORIDA BUILDING CODE, BLOCK SAAU BE 1 114-
FOR A WIND SPEED AS REOUIRED BY THE 00RISDICTION WHERE THESE SHILIT'MRS I ,
FOR A DIFLECTIONALTY FAC1CPT "d-O.$5. USING ASCE I- I 6 AND SMALL, NOT EXCEED THE MAXIlsoLfis 5i , 1/4' 0-20 S EWALK SOITS USED SHALL BE LONG ENOUGHISHOULD MY FNISHI MATERIAL EXIST) TO
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DMIN PPIE59un RATINGS INDICATED 00 CETS 25 & 26, tNQ1,CE 1/#`
58 NTO ANCHORS.
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM ' DETERMINED PER WE I- It
SMALL RE FIRST REDUCED TO A.S.0- DESIGN, MIND LOADS BY MULTIPLYWG THEM BY CL6 IN ORDER TO 6.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE CASTING WALL,
To COMPARE THESE W1 MALX� (&S,D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 28. ANCHORS SMALL BE LONG ENOUGH TO REACH THE UNN STRUCTURE ONIND SUCH PANELS. ANCHORAGE
SMALL BE AS MENTIONED IN 8,I) AND IN 0.2),
:N ORDER TO 'VERIFY THAI COMPONENTS MO ANCHORS ON THS P�LD. AS TESTED WERE NOT MR STRESSED, A _MX INCREASE
N 9LOWABLE STRESS FOR WIND LOADS WAS _Na USED IN THEIR ANALYSIS FASTENERS SPACING 10 WOOD HAS BEEN
DETERMINED IN ACCORDANCE WITH SLOS 201!L (C) ANCHORS SHALL BE INSTALLED FO[LOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 78r ANCHOR'S
MANUFACTURER.
STORM PMU:S ADEOUACY FOR IMPACT AND FATIGUE RMSTANCE HAS BEEN VERIFIED IN ACCORDANCE WTIM SECTION t626 OF
THE AWV-. MENTIONED CODE AS PER FENC5�411QN TESTING L480q&TOW� NC_ REPORT j 2032, AS PRICTOCCOLS IAS-201� 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTFOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SffUMR
TAS-202 AND JAS-20.3, IS TO BE ATTACHED 'TO INSURE PROPER ANCHORAGE, THIS SHUTTER SMA11. ONLY BE ATTACHED TO CONCRETE, BLOCK
Z. rNIS SYSTEM HAS SEEM DESIGNED TO Ot INSTALLED ON THE OUTSIDE Or rHP OPENING ACCESSING 141- OPENING FROM THE OR WOOD FRAME BUILDINGS,
WSIDE OF A [ADDER OR UFT, 4MIC5 APPLICATION IS VAUD WHEN INSTALLATION IS INTMOM TO- BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SFAL/CAULK AJ_ S_HUtT1R COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
lt/00&E�UOS�E
TROIA E SMUCTURL CONTACT WITH THE WILDING 10 PRMNI VNID/RNN INTRUSION CALI AND SEAL SHUTTER TRACKS AL, ARDVND TULL
3, SERIES 1000 WAiLATiON I' APPLICAaLE TO S-NOLE AND DOUBLE HUNG S71`LE WINDOWS WEN 'NSTALLAIION 15 REOUIRED (0 $I, LEN,-rH
PERFORMED FROM THE INSIDE or sTRuGTL,R� 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS WDOATED IN THIS Dw4vm PLUS ANY BUILDING AND MINING
4. SERIES 200C [WALLATION IS APPLICAOLE To SINGLE AND DOUBLE HUNG AND HORIZONTAL SUCERS, STYLE WINDOWS WHEN REGULATIONS PROVIDED ErY THE JURISDICTION WHIERE �UQMIT IS APPLIED TO,
INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURL 14 ATPJUM WINDOWS AND DOORS, INC. E - Z HANG Sr0R. PANEL EYSTEMI� 15 PATIENT PENDING.
5. ALL ALUMINUM EXTRUSIONS To RE 6063-16 ALLOY AND TEMPER, (UNLESS MHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P.ILD) PREPARED EIT THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC PPOJECIN, I.,, WERE THE SITE CONDITIONS DEVIATE FROM THE PTE,D
6. ALL ALUWNUMI SSM METAL LISED Al CLOSURES SMALL HAVE 3105-MI4 ALLOY.
M CONTRACTOR TO BE RESPONSIBLE FOR THE SULECTIQN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFIE�I OF
7. ALL $TML SHEET METAL PANELS SMLi ,41AVE STRUCTURAL QUALITY STEEL_ ASIM A-853 GRACE 50 Mi�, AUALVANQED STEFL THIS PRODUCt BASED ON THS P1.0, PROVIDED HEISHE DOES NOT DEVIATE MOM IMF CONDITIONS DETAILED ON
DE%iA'r*N W/Fy- 58.5 k.1 (AFTER ROLLED�, THIS DOCUMENT CONSTRUCTION SAFETY AT Silt IS THE CONITEACTORTs RESPONSOUTV,
$ ALLL SCRM TO BE STAINLESS STEEL 304 OR 2116 PIS, SERIES DR 001010S.1,0N RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT rVALLARON DOCUMENT WIL-1 BE CONSIDERED NVAUD IF MODIFIED,
5001 8 W/ 50 k., YIELD STRENGTH AND go I.( -ENSILE STRENGTH sk $KAU COMPLY W/ FLORIDA BU8_014G CODE SECTION 2411-3.M4
(d) SITE SPECIFIC PROACTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
9. BOLTS TO BE ASILM A-307 GALVANIZED STEEL� OR AISI 304 SERIES -STAINLESS STEEL, WM� 36 �bi MINIMkiM YIELD STRENGTH BECOME THE ENGINEER OF RECORD DED.R.) FOR THE PROJECT AND WHO *U BE RESPONSIBLE FOR THE PROFEF1,
USE OF THE PXD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.D. ENSGINEOR. $14,41,
10 ANCHORS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS 141-ITER THE SITE SPECIFIC DRAWINEIS FOR REVIEW
i �T RML2
IA) M-M-3NELE
_SaWIM HIS P E.D. SMALL WAR THE WE AND ORIGNAL SEA1 AND SIGNATURE OF TRE PROFESSIONAL ENGINEER or
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- 1�4"O TAPCON ANCHORS AS MANUFACTURED BY I I W, ISUILDEX. INC, (MIN. V-31792 RS,.) RECORD THAT PREPARED 7
- I /I� 6 9 7/8* CALK -IN ANCKIRS, AS MANUFACTURED BY DEWALT IW_ (MIN, 1'.-3000 p�;) Ik STORM PANEL MANUFACTUREWS LABEL SMALL K LOCATED ON A READLY VISIBLE LOCATION AT STORM PANEL IN
- j$A-$0 PANIELMOAT5 rEMAILE ID & PAND-VATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1709.0.3 OF FtonjDA EURLDiNS CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENINC,
(L.-am P'sO LABELLING TO COMPLY WON SECTION I 7091.2 Or THE FLORIDA BUILDING CODE.
A,I) MINIMUM EWFOMENT OF TAPCQN ANCHM NIO POURED CONCRETE $HALL BE I 3le AND 2� FOR FANELMAIT
FEMALE 10 A, PMELMAIE PLUS
AZ) &UNJAIUM EMBEDMENT OF 1/4'� X 7/6' CALK -IN ANCHORS SMALL BE IS 7/a' INTO CONCRETE NO EMBEDMENT INTO
ANY FINISH MATERIAL SHALL BE PERMITTED
1/4- 020 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGMI(SHOULD ANY FINISH MATEMAL UIS,) iO ENGAGE 3/4�
KM ANCHI 00.0.1.1014"
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BE AS'MENTINED IN A.1) AND IN A.2t, 1 ' .� %- %,
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PWINY _�
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IF; IIA� MMMUM ALLOWABLE PANEL LEMSM'" A ONTO POSTINSE A,SK, BE" tw�
L, MAX ALLOWAOM PANEL LENGTH FOR A ONEN MUMS Al-e MAIN LEAD.
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I � STORM TIAOU SKOMOP DAY THIS PRODUCT rY&I,ARON DOCUMENT (PC P > -As MON VEITIFIED FOR POK"Na W,wcvRD*cF - ������ILDEX, INC
"� THC ICED ;,TV, EntTioFf) or THE FLORIDA SUILDING COM- 1HOE FORK, P414EL VALI ACT BE W'STALI-ED AT HIGH - Ilt4-19 PANtLMAIDC FEMALE 11) 44D PANELMAT! FLus ANCHORS, AS MANUP:AcTLNEv BY ELCO wUFTPUErHON PROETIcirs,
�IELOETTT` HURRICANE ZONISE IMPAR-AW, / SROWARD MONTIESS), - 1/4"O LAG SORCW-1 PER NM.9
DESIGN *ND LOADS SHALL DE DETERMINED A-- PSR SEGFON 16OR Or THE AWVt NEWPOK0, CW, FOR A mIC Am - 7/16'0 - 5/er K*1D SuSkINO, AS OLSFURRUIED We A" POINT SCTIEWI Sou & SPECIALTY 00
SPEED AS RMIONED 01 THE 4UP IS-TION WHERF STORM PANEL Anil JBIL ?NTAU_E%4 AND FOR x DweHakkm PACTOR
JQYO�EIII, LeND ABLE 7-IO ANO SHALL NO EXCEED, THE MACTRUM O,SO) OCEODN PRESSURE MADN" INDICATED ON -SISETS C, 1) NA44MUL! THREADED KNETRATION .INTO WOOD OF TAPCON ANCHOR. SHALL BE 1 1,12* AND Z' I'OR ELCC PANEUMANE PLUS
,
3, 0 THRU 12 & 17, I& AND PARELMALE FEMALE TO
I I
.LUMATF TO
, vMBI4 V,40� LOADS MrTETWINFO tr,OE ASCE 76 SHALL M ,MS1
REDUCED TQ A3.0I DESIGN PDRSAuRt PALATE RY WLIIPLYM PIOW BY tL$ IN ORDER 10 0041PARZ THESE 111 MAX, (ALIM) C,Z) MINIMUM THREADED PETERWTKIN Or LC 50", 114TO THE WOOD MANES UNIT SHALL BE 1 1/2' NO THREADED
DESIGN PRESSURE RATINGS *TDIGATM ON VMS 4L 9 14RU I 2 & IT. 10� I TON NTO Cco PALL CONSM A'S R U THREADED PEOFAAmN
lN ORDER TO VERT T14AI ANCHORS ON I'll'* PIED. 14 IVEITI) WERE NOT MA SORC=G, A Imt INCREASE 04 ALAOINACLK
STREME FOR P00 LOADS WAS WT HEIM IN THEIR ANALYVS� PASTA" M_ SPACING -0 WOOD HAD, SEEN DOERMWED IN C,�I) vtm EDGE PSTAHCE OF LAS SCRIONS, INTO WOOD S�IALL BE AS INDICkTrO iN THIS DRAWING
ACCUROAWE ARM N�O_$, 20M - �20 ' -0 SHAH, RE t 117* IONIC 11ANATUM
57SAM PANEL'S Avrqiprv� TONI A,IAAcT AND WIND REssTANGE TiAS BEEN vmrTM IN ACDOlCr WITH SECTION IWLL' , Li OF CA) MINIMUM PENETFATTON OF WOOD BUSHING VA-1 fi�_ 5/6' I/4 _CRZW1_ USE
THE AFE019 A&MUONED CODE AS PER AMERICAN TEST LAO Or SOUTH FLORIDA REPORTS IBR314_01-01 AND IIOZIS0-09, AS SHOO,' STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO,
PEP IESTO �2-0 A; REV C ,13*-02 VANDARDS, AND AMERICAN TIERING LAS EOVIN RORTA REPORT 91121dt-10 AS PER CS, �N ��ASE THAI PRECAST S11INC, OR PREFASY CONCRE7F PANW� SIR)CCO OR WOOD OWD' BE POUND ON TI'IE EXISTING
TAS-201 ANO TAS-203 PRil'a7OLS, AND AS POA MOtILATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF f"t 'ArAij- ANCHORS SHALL St '.CA* ENT)UGH 'TO REACH THE 1"Al STRUCTURE STRINO SUCH PANCLS
N'OTITC. kPLOVAI CNDI� AMNORACE VAU BE AS MOTIONED IN C 1), f, 2) & CA)
2� ALI, AwMINUM EXUROMYS To RE &VIE3-IR ALLOY AND TEMPER (UNLESS OTH,"RAhSC NOTED) SEC SHEET 2 1
0 ANCHOR% SHALL at ft"ISTALLED FOLLOWING ALL OF ji-B RECLIMMENDARONTS, AND SPEDIFICADONS OF FHF AAZ�HOR'r. MANUFAC7`14 A- �
'
1, ALL ALOUINUM SHEET WIAL USED ri f1ftURES S�KMJ� HAVE 3TOS-H.T4 AUDIT 8 PANELS kXY At:_10 BE INSTALLED 11OR20NTALLY FrILLOWING NSTALIA". DETAILS VOWN ON DErwm I T,Tfklvr,4 A (SHEET.- 4
- SmALl, HOT le� USED,
4, ALI STEEL SHEV, METAL PANELS SHALL TUNt 5RDICTURk OCIRM,311TIU, W,M A -OW GRADE $0 MNIMUM� C-60 GILVANNED �HREIUOTI 5) EXCEPT THAT HEITDDRSJ� &O % e
STEEL, OEVGk4UOT1 WIFT- 922 ION (AFTER ROLUEOI 9, ,IT SMALL BE 1W R15SPONSIBILRY OF 'HE CONTRACTOR, To ,T.Rt,y TTc SOUNDNESS or THE STRUMFIC W�ICRE SHUTTER 15 TO BE r_
!i ALI SC"S TO Or STAIN"$A STEEL 304 Ok $IS AJSl SERIES ON CORROSION RESISTANT. WAIVE) CAPINTM STEEL AS PEP UIN - . . I A I I - I
WOIS W/ 50 W 'ITELD SORENGTA MV '90 k.j TENSILE LETRENCTR Ali(, SHALL COMPLY O/ FLORIDA eLtLUOTT OOVE SEC14ON OJI I",,$ .w.1
24 1 1 ,)JA, TO SAO, REGULAR STOW, PANC_ WIT14 UENEEPTS OVER 901� AS PER SECTIONS I, 2� 4� 5, 6 AND ALTERNATIVES IVY. 1. & 4w ON
SHU77$ A� S, N At 7 RESPECTI'VELY; SHALL HAVE A LEOP11 AND READILY VISIBLE MANTONG TAISYRUCTIN3 OWNER OR TENANT TO -
6 BOLTS_ ,I) a ASTIR A-307 (3ALVA'AnD iD_.EI_ Oe A19 VE4 SERIES E-ZANLESS STEEL, WITH �6 �. MOMMUNP YIELD VREPPOTH SEDURF PANELS Wffli APPLICABLE RaNWORCCUENT DURING PENIODS OF TO;RRHOKE WARNING -5
7 ANCHORS 10 WALL 'M,L Eli AS T�OWS, 11, INE INSTALLATION CONTRACTOR ,S TO SEALICAU1.9 All, SHUTTER COMPONENT� EqaS WHICH OILMAN "A CONTINUOUS CONTACT WON -
THE RUlLOING TO PREVENT YATID/RAIN INTRUSION
CA) TP_,ULWAQ_LVVSM_�.Qb0U1 ,
- , �/4-# TAPICON ANCHOR$ AS . MANUFACTURED RY LT,W, 6UPLOCY, INC, (Mi�, F-1102 p,e�I,) I, STOW PANEL R45TALIATION Wa COMPLY V41H SOECS JNW(UITED IN IIIIS DRAWING PLUS ANY OU10#45 AND 1OPING REGUIAIIONS
- 1/4� 0 . Tie' VAIA-14 ANCHORS, .0Z MANUFACTURED OT MIMI PIS PRONAVED BY THE AIPIMCTNON WHERE PERMIT IS APPULD TO,
- t 'A . 1/1' SCOTI-SET 44CHOPS, AS VISTRINUTM OF AO, POINT, SCREW, OTOLT At SPECIALTY CO, s InT PRIAME iNFEIRMAT01
(N�4 l a hL) THIS PRODUCT EVALUATION DOCUMENT (P�E 0, � PREPARED BY THIS MGINE�R IA, MNERIC AND DITO N -
� e4_300 P-L) FOR A SPE SPECInC PROJECT; ,,,, WERE 14E 59TE CONDITION$ DEVIATE FROM TPIZ Piro
- #14-16 PAPTROATC rEMALE IT) & OAHrLWTS PLUS ANONOPS, AS MANUFACTURED BY fLCO CONSTRIX"NON PRODWIP,,
- 114�10 ZAMAQ NJMUN ANLOM AS MANUrAC1URM EY DIONALT, INC (b� CONTRACTOR TO RE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVALLN11ON JNCW,DNr.- urr &AvF-_TD- or THIS
A 1) MINIMUM EVeDOMENT UP TAIRDON ANCHORS !FIT',) POUREO t&f_"_ SHALL, OF I A/"; 2" FOR ULLO PANUMATE AND RASILC ON THIS pFo, PRO&IDED mr1SHC DOES NOT DEVATE FROM THE CONUTRONS DETAILED -ON POE nocumFNI
CONSTRUCTION SAFETY AT MI IS TK IONTRACTOR's RC-5PONSIBILIT, �
, �5/4' FOR ZAW MAIL& ANOHORS�
&2� CALY-IN A $0LO-SETAYFOORS SHALL BE CIARTOOM 1/6� INTO THE NOUREO CONCRETE, NO EMBEDMENT INTO (C) INI-1 PRODUCT VALUKRON DOCUMCTIT WILL BE' CONSiPFRED MAUD if MODiFIED
SnTmO STvLL BE ArRmir.w. I/O o-zo Smws uSw SHALL Sc t i,12' LONG ARITImum SHOULD Vvedo exr�T. (0 SM SPECIFIC PROJECTS $NALL BE PREPARED BY A RON04 RECtSnITEU MaNUM OR AR-'NHrC`1 WHO, wTU_ BECOME ,I
AND I' MINIMUM FOR WALLS WIMM '40 STUCCUCL AND VW RE HSNOED �CWWS , OR ALL Y�IRVAOEP SOREWS W/O �IEAO, ENGINEER OF RECCRO (E.O,q) FOR INE PROOECT AND WHO W114 RE RE5PONSIOLE FOR NE
MIT WQH WING NUIS PROPER USE OF rHF4 P E D ENrAIIEFR OF RECOM ACIING AS A DELEGATED ENGINEER TO !HE
PZU- ENGINEER, SHAU SUOMP TO -,HIS LATTER THF SITE SPCISFIC MAMINGS FOR RLMEVU
A,3) IN CASE THAT -RECAST STONE, PRECAST CONCRETE!, PANEL$, PAVERS, STUCCO OR INOOD eCIARDS $-A FOUND Or, P<
EXISTING WALL 04 MCA, ANDMORS SKAU, ITE �CNO ONOOMP TO NEADN, THC MAIN STRUCTURE SCIONO Strn PANELS ft) TH15 P1,1 SHALL OCAR THE DATE AND MORAL SEAL APO SIGNATURt OF THE PROFESSIONAL Q
ANCHORARf SHALL BE AS MENTIONEDU W A,I) AND IN RZ'. ENGINEER 01� RECORD THAT MCPAROD 1-1,
(01, TQ_LQ;m_wKw1LOLpm_w_b141I)m_C�_ 14, ' SHUTTOR MONUFACTUPOR'S LASO, SHALL BE I OCA= ON A READILY VIS"RUE LOCATION AT STORM
PANEL SHUTTER IN ACCORDANCE AT54 SECTION 1709,9,2 OF FLORIDA BUILDING TICELE ONE, LARI_
- 1/4- P TAPCON ANCHORS AS MANUFACUIPED OY I T W, WA,M� INC SHALL BE PLASED FOR EVERY OPENINC LAMING TO COMPLI WIF SECTION M?V.3 O� THE
- 1/4',g . 1j4' CALE-114 ANCHORS, RE MANUFACIVREC By DENALI, 'ALL FLORIDA SUILDN', COM,
- 114"A A S/4, 5WO-SIFT ANCHORI, I's DISTRWRO BY ALL ftNT SOFT*. SOLT & r.-MbAL-71f SO I/
05-P
#1 - 10 VANELMATE FENA1.1 W APO PANCILMATE PLUS ANCHORS, AS MANLIFACO0900 W FLCQ Do I 'CCTION PR% ,$If"
: t�jl. A 7AMAC INTIN ANCHORS. AS MANUFACTURED lift DIVAIT, INC " I!�'1114141
Ne%wl� A, r1i
,
41) &OMIMV EMBEGU�N` Or TAPCON AKIYORS� ELCO PANELMATES AMD ZAVAC PAUN ANCHOR. Iwo THE (I �`,_ E " 11,
M I,�c � .1 , n High VoLodly Our 0.1,
SLOC vNR SUALL M I I/*', I .* _____ —
, _K - , - � FLORIDA BUILDING CODE (NO nozone
, I z .=. N."q, 1 7___ 11
0 � 1 24 GAGE GALVANIZED STEEL STORM PANEL
R4 CAIA-� * .1w�IO-SE-1 ANCHORS SHAU, OF STAMM ?/a, OIT11 THE CONCRETE MOEN VNIT, ART m
sm ISEI I ,— ARA. W.
SICCCO SHALL PC PERIATTSIA 1/4- 0-20 SCREVS OSED 114" 85' l 1/2- LONG MPNIMEAT sHOLILA jTV*I �'ST� Tir c-, - ,�-, I- __
ANO I' MINIMUM FOR WALLS WITN NO 'MCM S�-:$'�. STATE F ;btf �_- �_ , � � 11 AL PROTWWN PRODUCTS, LLC. "
, ,ja--�,- _ _ / IL ECO.m. I
1..sL§U11_A,__1 . _ _ � DLOs law SA �1. WINED __2�_-
I
NM VT CASE ,*HAT PRRIAST VONE, ON PIRCAST CONCREW- PANELS, STUCCO OR WOOD GUARDS BE ED- .� §;,�r 7--- Zl�_ITZIMWA .c%1XMI__1XL".1 I OMAL IL AOI� A)"', 20-;75
DOVNIT, WALL ANCHORS SHALL a TONS ENOUOH To REACH THE WAIN StRUCIORE erwNO SUCH fa,TA-:1�N!, , `v, � � w - 1_� "'" L ""' " ': 't'=--" -�
ANCHORAGE SHALL $f AS MENTIONED IN eA) AND !N 13�4, ,� I --.-.- -,:. =r .=-r===-_L16 �,� �;�K: _!!t!t _-
(SEE sa-m. a ON 1_,T I - " Diu sceexuu UK , I
smFuti e IKNWU" IV-, SHEETS 0 THRoUrN 10) - EXISTING POUR 0
(?) 4 ? 4) CONCRISTE. OR c
I - ___1. -I I � CONCRETE BLOCK, - 1� vv._oN,-
I __,_:w
� 1/2' 4 ' t I I1r i 11/4' 1 , H&A, N"
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COOKED - , , � �r I 1 -'-- Lj'-' J - STAGGERED W/ STUP I VACM PA *%y RE I f/a, Cm A: ! , 0
1
CONTREM , � E OF WALL 0 CAP THROUGH 10) � `�' ALL OESTUN LOAM AND PANCL I, li,��_ I I I 1, � (Sme tcmmLxr ON i , ___ - Z_'XO' WOOD I �, " 1� -, I "
14 , ( CMDUION) * 20 ,
II -- - i- :_.- 1.4* �
- � ,� ' � L , L . ________,__ SHUT I 1) I , ,: 4, RODUIRD) ��11 I ,L�, _11(,�,
� � I � '. -----i I I L 1 ....... � --- MCK REQUIRED ,, � , viOOC ANCHORS
� � i , : � MAX MOM Root wupff (403 Is A pmSTRICTION Few AMY i � I , :;; - 1HEDULE ON
i ;�""�� EXISTING POURED CONCRETE EXISTOM PCORED CONCIT � � � LENGTHS PER SHUT 3� - - , I I I , i m WMAAMON r. umm To X, Tom Fmw SwexAm WIR Hr-9, I I ,_-,- ,_�:____�_�_ N 2 Wow PLATE I
, " I
L" I
i L " - - DR C014CRETE SLOCK NO "I L :i � *fm,- I 1, � i, � I I
�'L ' � I i � , ,
CONCRETE �,NCHQRS "I I REQUIPM OR CONCAim BLOCR , � ,,, 2%41 WOOD I L I _A) , ,, i WOOD ANCH014S ON , I _', SEE IOI
N COINED, !�N 12 jj:�LONO ALUMINUM SPACERS 9 - - - ' - I ; . I " 4 � 2 I W1,0104 HMO cu"Dovy AID"Im ON SHIFT I It � i,;� ___ -, - I � ,I;
I ,
_ ���� 11 BE 0 C� (SES DRIES #1 ON PLATE REQUIRED ,"� � , I WOOD ANCHORS . I ; , -=:A I � S"m lv� f
(SEE XNEDUIZ 0, v __1 _11E11'' --.-' CA I I I - *7� _-SiACICENEO wl I 0 . MPARATAIN TO QUISS MWA , �. 1 I � � , 2'.4' WOOD I , ?_`__1____T-'__
i WETS 9 THROWN , I �_, -L" �� _ _01 Is-EE El"I" I - m 0-
S I 0 Totu w 04 % �nwg:*OR !I", 3 1 �t; I.
SNEETs 9 R, 10) - S`1111 I on "smw 3 MAY sp Pulueml v7 AS 1 �,l , -, -�_ _2 ! I I
I � I I I PLATE REQUIRED GO
- I I t � �I; (SEE SCREWLE ON 1 UM AS THE FOLLCABIG OONW� AM R 1-111_1 I I , i n8mm) smi�! r= JWAmw v 8 I/*! Q, C. I � � � � I I A -
I I i I � I SWEET I 1) 1 coupm *mt i "' I . 1 _11-2. M4,1-1-1- 11_L._�, " � � ___,_,__1A___
I �j
-
-
I �, - � � I ", � � 1 =1w`OT` , , " " ' ' , ON 1 1� I 0 a)
ill .1 TING I i � � , i omm poususe 1 1
'
— UN_ , � (1) MMIRILWAs
11 I ... __ I I I ! WAUU4AU6 1 - � , i rArm r .P � i U)
�
- I � L , I , I I � (" 9 A ACOMMON FRDN IMIGOk PAWL LENTIRS ALLOM 00
I - .. % - - _
: m5'", 1 �, - I
' 1 GO MWA" slow -AMm LORIM �s SCHISNAA SHEET 11), I
L 1. ! - 1 - -'__L_L ! VALftQ_A%_r1QQ&_mQu "I BUILD-OuT, MON m
L
SCALE 3/9-1" EF w ww I I "
I 1, , WAW,�� � f,Aj SPAW PAM IS i A (4) i Ur AM* SPACOR (:FM =S%"K,A�S KDOODTOM I ALTERMTM.-M I
LTIM i %Kmr 1. INSTALLATION - -1 i SCALE 3/8. I' PA-HOONK, SCALE 3/8-1-
i AND AN ixm9,:0mfmwYX. 1 SCALE va-1, I YALAT Too WM ZOOM T, 2 AM I 4 I m
AMBNAIME-AN I 1 E-Fies vmwo Ilso Tw Gino ON, X=00IBIL"'i"A"Oka, i i L 0 L.
I I SCALE 3/8- I' 1 (4) lNSTALLAUM I �
I ON. 1, 2 "NOVIZZ"I 1 7 BUILDING COOL i 11 , ;k 4 r 4,
'"PRIO"hNA, i ,1.1�.:_,.
�.. I
"',040INNN, I I "RIA-061 A I ; I �'111 �, I
-
1',. .. -,
,st�,'�� �: 1144j;"N �__._________j 44�1-�,R-.1!44/114. �-11--�—.----�-,-�--�"",---,---- I — E , I = LLJ
0 01 �- ,� . V .,J� � 4 , ,I' J�
-1 v , �. r I
- �, "* N'OAt . - �' IW 44167 % -z �LOR
� - N= - I IDA BUILDING CODE (Non High velocity Hurricane Zone)
,62:j� ,,3f,ENS z . .1 �
1 gNL Vol* L- - ,-,- I
\)FEN,,4, �.... FLORI UJILOING CODE "Nor, ff city Her no Zone --I'-,- 1-1-1 ------ - I I I I I I FLORIDA BUILDING CODE (Non Vigh Velocity Hurricono Zone) NDjE_ZQL9QMBft9QN_2E3E=1*, I
. A - I 11 4F .., A-_-- I� INSTALLATION ARE ONLY VAUD FOR MAX. kS.D 2 - _ �____.. ----------- ___1 - ----- -
, ------ ___ _____ - R ARM Im'), m I - m %� ANMA FLTOCOI W_ - <
STORU PANEL R �7
' 1 i No, 44167 ,I = 14 WE GALVANIZED STEEL STATE OF :,
� � *Z= mulao, ,oc � I � INSTALLATION ARE ONLY VALID FQ MAX� kS-0, ,I s -TOP & BOITO MOUNTINGS CAN K GESION PRESSURE RATING (p,lFf) AND PANEL LENGTHS .. 24 GAGE GALVANIZED STEEL STORM PANEL WAN A,
___ -I - ___ ____ - 4F , u.44167 I: 24 GAGE GALVANIZED STEEL STORM PANEL 1 - Ncmmff_r.��� DESION PRESSURE RATING (BIT f) ti. LENGTHS Dmw"N , : , f — �
_ -1 �o� - * - f — ORFOR By, � XNET RAN r� ANY WAY TO SUN` ANY I '-,, -_ --------\ —
2 * ORFOR By, = *: — COMBINED IN AS PER SCHEDULES ON SHEET 3
t � * 1*i "__ 1 t * : * I r"r___ W/-"/.,= O , 1r_r___r_ 1z
. ___ __ ___ I w/o/m. TOP & BOTTOM MOUNTINITS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MR - INSTALLATION, 2. For, NEW WOOD FRAME CONSTRUCTION, WOOD PRODUCM UC OTAP/M.
I - W ec--ps., \ GLOBAL PROTE LLO-1 BqP, COMaNrr IN ANY WAY TO SUIT ANY AMANATE 214") ��,, -3,% STATE Elf�- ROWION PRODUCTS, LLC.1 TWIF, MEMBERS 10 IRE SOUTPERN PINE No 2, W/ SPECIFIC 0 IT.,, \ CLOBAL PROTECTION PRODUCM UC wm�
01 , - _19 C 0 j INC, \
- EDGE DISTANCE hME_EQ&S&M%N&jIQR_QE_1&=A1 ' ' / CTION PRODUCTS, , / 11L GLOBAL P , �z------- / 11LIEC
IED. 1: YI', STATE 0 - - __�>VA_ I
' -7 __ � I SiE�
� � 46M Lw 6 !NSIALLAHOIN, Ol r" 'It. _,`Rvv` wujf�rEvvmlo * 5&-cogi �4�.w .w ILk 51 SIREBT
,SFE SCHEDULE ON TOP & BOTTOM MOUNTiNGS CAN BE, N TESTING a ,9MCOA04 14WA-Y � �L I'd. *__� 'Am S.., � LITY", i DENSITY OF D.% OR EOLW_ T11 I - nm_P� OWL n_ 33'P. 20-175 z
COMBINED IN ANY WAY TO SUITT ANY � ',,- "tow _4 DAVE. FL_' I � -175 , 4 %5P - � A* Iv, w , ISSININT-15.51 TAX, lubleiffil,
... 1 Wl�lm —r_. tz"M-10'I" Iw%R,75HL vvc Awymsw - Azn�,,-0!6-�, , '7�; - T` InNIUL I,' --!%t,?t, _IMRXN,.4.
SHEETS 0 & 10) 00" ONK FL'SN' " NHwL OmUmT&I:L 'AA, (mew-g-em I AD / - — FN&`e_ eNI7 04,
CA-005"? " i R: '11�1 biA3. I_ C'-ODW'4 WA*M 'N,, ,
_`%I� --.I. -WO - - � ��F UNR) :� 210-17-I.. - 2, FOR NEW WOOD FRAME CONSTRUCTION: WOO, J.— , -
� ioll, Ei _ _ MEMSERS, TO OF SOUTHERN PINE No 2, W/ SPEOFIC �Y',;wg _-2--
INSTALLAMON, u - — : ARM. A., N. <
TV , I � - ;: ; _ Kf�i�l@�iEw_ - -, --
I - "hollowl I ''I !!,� DENSITY OF 0�55�.OR EOUA1_ TIRe-Al"T ---- �P_ Pi, 5ENYSIGNMARIVOUE
. . _i ; � SMITT J, IV 1. WALTER A. 'ft � =_�1�1 -f- E t---jsAErY 6 . IS I =L= -1
WNLTM A TLA �_ PIC :7� _ . � a ut'�, PIE. I
I - __ - _______j -------- MM4�7 _4 — I I L_ - ___ __ __L�� mllu �117 � - I I L___ a -
I
�:
__ r
� l.
I
L_- . ;.
SHEET NO.
SH 1.3l
__1 I
'I'll I
0
-------- - --- - --I
END CLOS!IRES DETA10 EQR INSTAL�—ATJQN IN POURED CONCRETE,
I
CONCRETE BLOCK OR_.WOOD STRUCIURES, VALID FOR RE-GULAR, LIFE
I
i
I
I
- __ 1 11 I
�11
i
-�
.��,_. 1�,, I
",, II__ \i - 4j,�,(�) 19 0 OR I =..m
-11-1 -I'- , "
I - : D LOON OR ?* . 3".01ii'm �X _" ""',_
- 1 7,w WME FAAW
`11:1 .1
.1 00is-T6 14LLCW - , '
I , , - � "I
-!r M.*' (A) & ASOU'RED ANOLE WITH 1/4-4 P -I 3/4- ',,, : ,
I , ,
_�,_ ,
- .. _k I
I, I ; 2 1 TAPwN 0 12' O.C. I � �
� ,
.-,. 11 -
L%"'. 11) M� I ,", I'
10,110 ,_T ,
" ,�A -','- tt
,
B. .��FWX!. POURED CONCRETE. ,/A`# . I �1'4'.TAPCOO � �,, -- ", - I
-
L�mw CONCRETE BLOCK 5. -4 Aso" a 6 2 112- ,,, - ,
I .. � 2*Pe WOOD FAA.F 11 / E - 1: OR4 Nil M;,,,C- -V 11" -
, _ - -
ITSOUIRED Z, 11 i 1.,__ I, k-, :
"�7 P it
- 1,.,__� �,"-A,z-,-, " /e .wj
f
- - -
1:;- 5 ll � I 1, , �,
11
I
I /_ �L�"!L�� __ � - �, I ,.
_4�1,
1. �� 16L
, 'IF, , A,
7 _
w k," -�-:j., 19 - NiAlt LEM LOCATION "I''
"7 , �� , 0 12, CC;, 9 2* . 2: I, .055: to.-
JI('
j
- --
,
;,"Iil .� VARIES �, I r . 5 � 055 CONT 1-1,
1
1
,�11 1 51 M. SO. L . K,1M Y9, ALW- AI44i OR
� l f I I Tim, 105_41� 15MM FOUIRM CONCIPM. CONCIT
- , , 'ETAL 4
I ��, I TI't MI, at" PLATE FRANIt
I
I
�, I BLOCK CA 2'"' WOOD
2, x 4* X ,125' r ,� \ I - .
I I 11, -
I ��-1 .,--- I REOMM
3105:1411 CR �11_ I 2 112 I" - -
am T15A, , f" / 2 _� 1)
\-
'01 " / Ma.. T/�II //
G, W, � Mn
1�
. ANCLE ,--gom i
,,, i-, ____ I - - - - - - M., W
I
_/
1/-' I 6OLL j, . r . .1172,
1 0 12' �1051- OR 606�Ts -Ot
.G
PAIA"NUT C,P't � MOLE
-
i
I CASE A (PLAN) CA5E. Q fPLAN) CASE D (PLAN)
I
1
I SCALE 1/4--l- SCALE 1/0-1- SCALE ',/4'-I' SCAI-E 714'PI"
1
i . - I - I __ - I � I SOUD-SET OR CAU,IN
-
- OR ELCO
1"
I
, I -FEMALE to AND -,
. �-\- 1--, .
1,I I " - i7 11 = A, PINELMOITT E ,
' I. .=S � *. OR PLUaX
:, FIGURED CO,iCRL1%V - ON . 9
15X _,, 9 '(4) .0 A C- OR 2'.4' WOOD SIDES Of OPENINc SOVEOULE ON 9. 1h
I- - (MIN. FAMNEVI _: I CONCR= PRAME RQXARED AB APPLrAGLE � 'a * IT)
OVERLAP RVITONWD ,,'. - ,,, '= �1�-", - ' (4) & 0 1 �
REDURED . 1 5� - , ,
1-1)
I
_ - I
OPENiW, WiVVN) '�� - T-CORED CONCRETE, CONCRETE ,
I -�_!��,��11�1,:T��,i�,� �,, T ,
,", BLOCK OR 2'�.O WCOD FRAME :,'-, I C_ I I " 1114- T... - -,
�W
; 1, � . 00OURED I t - ,
_� I I
�
I " : T, 7" _11i,,X� ,� " _11 iL�� __'Iz�__ - - - -�,
1:_ 1:1" , �, , � ` I % 11
., ��� - I t-- / 4
.��,�_ /) ---(t ,(t Oil \ \�- ", 1 ) / , ",
4 VMILS p I- / %4Ez0.wD rRow A,
4 'j)TEw
. PARNM TO
S� w- ( I \ -, I- - - END PA#VQ
I X - 0.0 DISTANCE -7-11 - - - - - 11-M
.�_ \, C, , / , " I
lot-1. , . - - - .�;_ - - - - - - - j "'o"
(V __ \ V. F, W1111111111
1
I/
/ , ,sWitV` .7 ,I,,,,'��IIk � T141 !`%` SCALE 1/4--l-
-
- . X;.;. -,, - /,, �-,,,
X�_!1_11_1"
. -
\_/1 - 0 v at " iIv ......
'I. ,Vi� VAUD FOR DIRECT MOUNT INSTALIATION ONLY &
ee4�'1-`v\CF1q
e, ".. % C MlfltO PANEL INSTALLATION A- WALLS W1
z 11
z : Noi 44167 " I= SURFACE LEVEL VARIATIONS WITHIN 3/4"
�
Z *
= . .
� * - FLORIDA BUILDING CODE (Non High Velocity Hu"Icon! Zone)
�
LA N) %,., STATE 4C N=X) TSTECatIt 7
� *
* . 24 GAGE GALVANIZED STEEL STORM PANEL
1z DftNsN #I.
V,�. I
SCALE 1/4--l' SCALE I/eaItl" '-_'� -. '40plOV, .-' - -
' --------- ---_�
t:s'.- ,`F- )i / \ GLOBAL PROTECTION PRODUCTS, W/21/m.
"I'll, � , , , LLC. DAM'
I", , - _-, - / 11LIECOme. �
",III I TILL"Int �m stp, 51 slow
MWI FL. MI,
.i- ____ ""X,
.� 1, - LWIPI, - -- - t"'664I FM (--X*T�707 20- 1 IS
- -
W
PC SC"L,vw`kTNwu`wTt CII0,106�19 _*7- - I - I -I - I -
WN-M I it, T , . _'2 -
114�1 191, , I
. It 24M wk 2L - ,� I :-�- I
- ---------
I I
(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 A: 7)
I—
MAX. ALSO,
- I-
MAXIMUM ANCHORS SPACING FOR E.D. = AS SHOWN ON SHEETS 6 & 7
____ -
APPLI(MLLE
U`
:
- -
m&lwvu
DESIGN
To
I.
AL70M
PANEL
TAPrONI
LAG SCREW
PANIELMATE
PAIIELMATE
PLUS
I - BUSHING
P RESSVRE
f 6C ANY
, - A.,
COMBINATION
�-,"9x-
LENGTH
.1.
(P-. I)
IFEMMLE IT)
OF THEM
(h)
Ir
Ir
13' 1
1w (TOP)
_____1_3: - ------
".
13-
______
13,
__
13-
_____132_
13'
IW (BOTTOM)
_i_T/_2-__'
-6 TjF -------
5- -1/2- -
__ __
6 _�T'
-
6 1/2�
2W (TOP)
___-,
_________
-
___
a 114-
___._____
12 1/2-
______
6 Ile
7.w (wit'.)
5'-D-
___
S, "
� __ ____
B; __ ___
____r__ -
.. . - - -
'I.
__ - __ __
-
--- I
____ _
3W Dop)
-------
on
LESS
:
_B;__
` Jy
--------I--,--
a,
1__1___1_______
".
-
Sol (BOTTOM)
---------
iz$�
- TF-_ "'
- -Ti�
__ i_3� ---------
��___
i_wT6iJ__
+45. -45
-__---ty -----,I
----
-j--n------j��--------
,3
____
13,
____
w (BOTTOM)
I
OR
LESS
-
13 .
3�
1.3-
a 1/2-
1w (top)
-vw-(wriw)
-
- __j__,_._!�:____
� -----! -
i3*
___ je
__!_`l�_
__13, __
'12,
-
6 1/2-
_2:___
6 1/2-
6 ,/2"
P (TOP)
__IL/2- ___
I
--.-.-6
-
6 1/4'
12 112-
i I /,.
2w (WIT.)
�50-
. ----- ��
17�___
- _
KZ-
I .� __
;F
17
I----_i_T/_2'__-
-'----
'-- _____
3w (TOPL-
TO
I I
4 -4.
A 1/2'
2�
�-Ij7
1--
7_
- ---'---
7�
-
jW-�jijji�ilT
I
__
___'_-__i-_F
T� _1,12�
__'____'72
)F'
F -
.-
___ �2
- ---
1
4W 1111
i
- -�k- - - -
---;3-- -LjL=1--
_
_i_,�P___J�W
_
�.
(G�
�
ISEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �4 is
I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 - I
MAX� A.S.D.
MAXIMUM ANCHORS SPACING FOR F11 - AS SHOWN ON SHEETS 6 & 7
APPLC48LF
MAXIMUM
DESIGN
PRESSURE
To
ALTERWATW
PANEL
LENGTH
RATING
TAPCON
LAG SCREW
PANELMATF
FEMALE ID
PANELMATE
PLUS
WOOD at SHING
USHING
I_
f & Aw
COMBINATION
.c
(P..t)
OF THEM
(it.)
-
11.
13,
13, __
13-
13'
-
vW Dip)
-
I3�_______�T______
_13-
__ -Ir ___
a-
IW Ooffok)
6 T/2,___"_._
-
a 1/2"
___
6 1/2.
___
6 1/2'
- _",
6 1 /2-
2W (TOP)
-
- __,iT/i�__,__1i_1_/;r
____i__1i4�'
__
"',
5*--O`
_
____1_._______
I
7 1/2-
_ _______
____1_
it�
__ - __
_�_
-111, -, __ __
w
- , "I -,
__ _ ,---
-
--"-",-- ____
OR
LESS
7 in.
1.
di_--._f__(v(T_7-__:,c�))
---------
I3.
- IF— -
- - -
- ___
I zr
�
_._,___'_ ___
13,
----I -3, ---
>+45, -45
,r -_
- __i�j__
-_
__ ___
13�___
TO
+75, -75
ly
1-3,_
13,--
i3,-
� la.
1W (TOP)
-
13'
1 T
----.,----
6 Ile
1w (BOTTOM)
____1_3_ __
6 T/2'
___24:_.__
6 1/2-
5 1/2-
-
6 -
- 6-7/7j�_-___
,
----
-(��-)
.- -.-.
___ - -
___
-
--l�
----..-
5 Ile
'F__ _,__7__F/i�__
_______
12 1 2
6 1 4 -,--
- ----:, ,
jw
�50'
To
�_, 5�_
7 I
- _
____.;z1 -------
_____
0 T)_ -
7'-5&
1.
5 1/2*
W
-
3 iii_(kiF
C'�
_____�z____
13
----,-
UL_
---13-*,,--'',---"-,--,-,-----,---,",
"
,
13'
5 '/2.
- ------ -
4W IIOP)
1
____
I ,]i;
---
13" LL
--i
=,,-
,--
-,
-�G;-- ---L��
R MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER-64 IS I
0 �
FO
I F
#1
-7 # - I
I SE�!"ND!14G ONLY TO ALTERNATE 2W' ON SHEET 5
di a
x&D, DESIGN LOAD
WMIMIUM PANEL
LENGTH
1
40 PSF OR LESS
6,-8 .
> 40 PSF TO 50 PSF
6,-Z .
I > 50 PSF TO 60 PSF
5,-,;. I
6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
W/ PANEL MATE A�S�j�� OR PANEL MATE PLUS
ANCHORS & W/ H�if,,,12 1/2' O.C,
____ _______ __ - _
INSTALWION DETAILS FOR LIFE SAEM EANEL
INTO POURE12 -QQNCRETE OR CONCRETE BLOCK STRUMIRES
1/4-0 TAPGON � =iNr POURED ,/ef yh�,�_____ - DUSTING PODRED
ANCHOR 0 9, QC � I RETE OR ANCHOR 0 9 OC CONCRETE OR
I I `
Xj"", CONCRETE BLOCK Iii, - C W-7 BLOCK
: �5'111 , , ,to
E�� nli�
,,, T REQUIRED. .
I ", . , , �j
- � ,
,
, I
I'll 1. O? I I 4)
I , _ - f __ I I .
"I 1/2 I/e
.. - MAX�
;
E-00 lAp
:
". i �, 01
: I ,,,.,z
I;& W,
- , 1,2 i/4-
� - � MAX
I - I I ;, __ . - . _f
EXI.' " : ,
,
,
".._� ,�, i
ON 11 ,--,
i I
I i
I 'L' M...
I ,
u__ ------ -
-
I I
-I---
-ANF1 LENGTH
MCC ELEVATION
0 ",
4 1* W..
It-SEPARATICII, --
; I
:
ON SHEET 12)
h TO GLASS
It
I
.
7,7,4_,�,,i , I, _,�
" 7� - I - I "
`_��4
1
I
:
-
v2
", i 1111F
,T,, 06�111
_w I,,:,,- 1� 1�11�
I Z
1g
!
- _(!)
" -
1 ,,,Ti,,�,�,
E D - � -_�-_,�-,-
EXISTING -t
I
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* VMNN M ANCHOR SPAnAGS AND MWWUM MOE VSTAKE ARE WCATED CK NIS S%MJ=I,E FOR to
LESS THAN MIrAIM D- SCHEDIM 4EDUCE ANCHOR SPACING 9V WAPPLY-4 SPACIPO SHOWN 04
SCHEDULE BY THE FOLLOWING FACTM FOR NIS OPERIRIDN 10 BE POWI)ff� REDUCED SPACING
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W1 SOLID SET ANCHORS & W/ Q9 SPACER AT 12 1/2- O-C,
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REGULAR STOBM PANEL i I I REGULAR STTGRM PANEL I I W-it' 0 .40.0, -40A acf.
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ENG!f',;EF_P`i1NG
to 1. �
ENGINEERIN13 EXPRIESSt
PRODUCT IEVALUAT113N REPORT
September 15. 2020
Application Number: IZB-89.1 - R2
FX Project NumbeC 20-3i543
Product Manufacturer All American Shutters and Glass
Manufactufar-Adaress 1540 Donne Road
West Palm Beach FL 33409
Product Name& Description- 249a Galvanized Steel Stoml Panels
Large Missile Impact Reslisteal
Scope of Evaluation:
THIS Product Evaluation Report Is being issued in atcordance with the requirements of the Florida
DepartmetIf Of Business and Professional Regulation (Florida Building Cammission) Rule Chapter
6IG20.3 005. F,XC,, for statewide acceptance per Method 1(d) The product noted above has been
tested andfor evaluated as summe0ed herein to show compliance With the Florida Building Code
Seventh Edition (202G) and is, for the purpose Intended, at least equivalent to that required by the Code
Re-evaluation of this product shall be required following pertinent Florida Building Code modifications tit
revision$.
Substantiating Data:
U. PRODUCT EVALUATION VC, MENTS
'Ili;
drawing #20-31543 llfled'24ga uzed Steel $1orm Panels (I & Non -HI Shoals 1-5,
prepared by Engirneoring Express, signed & seated by Frank Bernardo, PE. is an integral part of this
Evaluation Report
. TEST REPORTS
Uniform static structural performance has been tested in acOordance with TAS 202 test standards per test
reprints) *BT-ASC-17-001 by BlacJnvatef Testing, Inc,
Large missalre impact resistance and cyclic loading performanGe has been fiested in accordance with TAB
201 and TAS 203 test standards per test report(s) #BT-A$G-17-001 by Blackwairef Testing, Inc.
. STRUCTURALEMNEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based On
comparative and/or rational Analysis to quality the following design criteria:
1. Maximum Allowable Spars
2 Minimum Allowable Spent,
3 Minimum Glass Separation
4 Anchor Spacing
160 SW 12- AvENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (iI 396-9999
TEAN&4� E FPG1NfitRii,GEx;,Ress�cof-i
ENGINEEAINGE�PRIFSS.CGM
reEr,JG$NEERiNG
� I Page 2 or 2
All American Shutivis ad Glass - 24ga Galvaiii2ed Steel Storm Panels
No 33% increase in allowable Stress has been used in the design of this product.
Separation from lil"rig is not required for installations outside of wind zone 4 and essential facilities
Impact Resistance:
Lerge Impact Resistance has been demonstrated as evidenced In previously listed test reports). and is
accounted (at In the engineering do-solin of this product
Wind Load Resistance
This product has been designed to resist Wind loads as indicated in the span schadule(s) on the
respective Product Evaluation DOCUMe"t (Is. engineering drawing),
installation
This product shall be Installed in strict compliance with its respect" Product Evaluation Docurneril h 0
engineering drawing), along with all components noted thenin
Product components shalt be of the material specified In that product's respective Product Evaluation
Document (i.e. engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the respective Product Evaluation Document (I a
engineering dravving) as noted herein
All Supporting host structures shall be designed to resist all superimposed toads and shall be of a material
listed in this product's respective anchor schedule,� How Structure conditions which are not accounted for
In this product's respective anchor schedule shall be designed for on a sit"pecific basis by a registered
professional engineer
All components which are permanently installed shall ne protected against corrosion, contamination and
other such damage at all tures-
This product has been designed for use within and outside the High Velocity Hurricane Zone lHVI
RLspectfully
, _
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Frank Bermardo, PE
ENGINEERING EXPRESSA'
41F0046540 I Ceri Auth, 9885
16D SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLoRivA 33442
(9541 354-0660 1 (866) 396-9999
TEAM 0 ENGINIEFRINGEXPRESS.COM
ERGYNEERINGEXPRESS,COM
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GENERAL NOTES;
h THIS SPECIFICATION HAa BEEN LESMNED, AND SHALL BE FABkICATeD IN
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ANCHOR NOTES:
I ANCHORSCHEOUILE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MAXiMUM ALLOYVAPILEANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRSSGV RES INDICATE[)
INSEAN$CHDbD_E5HAULAPFL.Y,
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MATERIAL, & ANCHOR TtfPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGA71VE DESIGN
LOAD ON St-01FTER AND SELECT STAN GREATER THAN OR EQUAL TD SH UFFTER $PANSELFCT
CONNECTION PVPE BASED ON APPROP PLATE MOUNTING CONDITION iSEE MOUNTING DETAILS ON
&HEEI 2 FOR IDENTIFICATION OF CONNECT ION T"PE).
I PANIELPASTENERS" ARE STUDS USED IN COINJI)NCTION WITH ALL MOUNTING EXTRUSIONS
�"F`Y�RACX,51UUDED ANGLE, ETC I USE E25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
ALL 11"- AND "U"-HEAS50S IINCI.UOING BUILDC11.17 CONDITIONS)
4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIOPrS
5, HOLLOW BLQQK HIDSTSTRUCTVRE SHALL QQNFORM TOASTM C90 BLOCK.
6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
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9, WHERE E91571ftSTRUOTURE ISAVO65 FRAMING, EYISTIN I
VERIFY THAT FASTENERS ARE INTOADEQUATEL WOOD IF
TO PLYWOOD 4 ACCEPTABI ONLY FOR SIDE CLOSUR .
fO WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SHALL BE LOCATED IN
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SHALL HAVE PHILLIPS PAN HEAD OR HEY HEAD,
It- REMOVABLE ANI ARE. DEWAL-rPANELMA-rE,ALL-POIN-F!550LID-SETFii3RAS55UFHINr
12 MACHINE SCREWS, SHALL HAVE 112" MINIMIJ M ENGAGEMENT OF THERA RE INTO THE BASE
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14� = DESIGNATES ANCHOft CONDITIONS WHICH A RE N07 ACCIEPTABLE USES.
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SHEET
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