HomeMy WebLinkAbout6502 Back Forty LpABBREVIATIONS
GENERAL NOTES
VERSION CHANGES
INDEX OF DRAWINGS
ABV -ABOVE
AFF -ABOVE FINISH FLOOR
AHU -AIR HANDLER UNIT
A/C - AIR CONDITIONING
ALUM - ALUMINUM
AT - ALUMINUM THRESHOLD
AB - ANCHOR BOLT
AVG -AVERAGE
BFE - BASE FLOOD ELEVATION
BM -BEAM
BLK -BLOCK
BLDG - BUILDING
BRD -BOARD
BRG - BEARING
BTM -BOTTOM
BUC - BUILT UP COLUMN
CAB - CABINET
CD - CONSTRUCTION DOCUMENTS
CLG - CEILING
CLG HT - CEILING HEIGHT
CEMT - CEMENTITIOUS
CL - CENTERLINE
COL -COLUMN
CONC -CONCRETE
CMU - CONCRETE MASONRY UNIT
CONST - CONSTRUCT OR CONSTRUCTION
CONT - CONTINUOUS OR CONTINUES
CTR -CENTER
CJ - CONTROL JOINT
DP - DEEP OR DEPTH
DTL - DETAIL
DIA - DIAMETER
DIM - DIMENSION
DISCON - DISCONNECT
DW - DISHWASHER
DR -DOOR
DBL -DOUBLE
DWG - DRAWING
EA -EACH
ELEC - ELECTRICAL
ELEV -ELEVATOR
EQ -EQUAL
EQUP -EQUIPMENT
EXP JT - EXPANSION JOINT
EXT - EXTERIOR
FIN FLR - FINISHED FLOOR
FIN - FIN
EW - EACH WAY
FG - FIXED GLASS
FD - FLOOR DRAIN
FE - FIRE EXTINGUISHER
FLR - FLOOR
FLOUR -FLUORESCENT
FTG - FOOTING
FR OR - FRENCH DOOR
GALV - GALVANIZED
GA -GAUGE
GB - GRAB BAR
GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR
GLS -GLASS
GWB - GYPSUM WALL BOARD
GYPBRD -GYPSUM BOARD
HD -HEAD
HVAC - HEATING, VENTILATING, AIR CONDITIONING
HT - HEIGHT
HB - HOSE BIB
HC - HANDICAP
INSUL - INSULATION
INT - INTERIOR
LVL - LAMINATED VENEER LUMBER
LT - LAUNDRY TUB
LGT - LIGHT
MAX - MAXIMUM
MATL - MATERIAL
MFR -MANUFACTURER
MECH - MECHANICAL
MTL - METAL
MC - MEDICINE CABINET
MIN - MINIMUM
MLDG - MOULDING
MNT - MOUNT OR MOUNTING
MO
- MASONRY OPENING
MUNT
- MUNTINS
#
-NUMBER
OC
- ON CENTER
OGD
- OVERHEAD GARAGE DOOR
OPNG
- OPENING
OPP
- OPPOSITE
OPT
- OPTIONAL
OH
- OVER HANG
OH CABS-
OVERHEAD CABS
PNT
- PAINT FINISH
PTD
- PAINTED
PED
-PEDESTAL
PERF
-PERFORATED
PLT
-PLATE
PLYWD
- PLYWOOD
PKT
-POCKET
LB
-POUND
PSF
- POUNDS PER SQUARE FOOT
PSI
- POUNDS PER SQUARE
PT
- PRESSURE TREATED
PB
- PUSH BUTTON
REF
- REFRIGERATOR
RECP
-RECEPTACLE
REINF
- REINFORCING
REQD
- REQUIRED
R/A
- RETURN AIR
RO
- ROUGH OPENING
RS
- ROUGH SAWN
SC
- SOLID CORE
SCP
-SCUPPER
SCRN
-SCREEN
SIM
- SIMILAR
SHLVS
-SHELVES
S/R
- SHELF & ROD
SH
- SINGLE HUNG WINDOW
SGD
- SLIDING GLASS DOOR
SPECS
- SPECIFICATIONS
SQ FT
- SQUARE FEET
SQ IN
- SQUARE INCH
STD
-STANDARD
STL
-STEEL
STRUCT
-STRUCTURAL
TEMP
-TEMPERED
THK
- THICK OR THICKNESS
TB
- TOWEL BAR
TOC
- TOP OF CONCRETE
TOM
- TOP OF MASONRY
TOP
- TOP OF PLATE
TP
- TOILET PAPER HOLDER
TYP
- TYPICAL
UNO
- UNLESS NOTED OTHERWISE
VAC
-VACUUM
VAL
-VALANCE
VERT
- VERTICAL
VIF
-VERIFY IN FIELD
VTR
- VENT THROUGH ROOF
V
-VOLT
WC
- WATER CLOSET
WH
- WATER HEATER
WL
- WIND LOAD
WP
-WEATHERPROOF
WWM
- WELDED WIRE MESH
W
- WIDE OR WIDTH
WDW
- WINDOW
W/
- WITH
WD
- WOOD
I SYMBOL LEGEND: I
�A =
STAIR CALL OUT
HEIGHT OF
STEP DOWN
O =
FOOTING CALL OUT -
SEE FOOTING
STEP DOWN
SCHEDULE
TALLOWY
ARROW SHOWS
=
KEYNOTE CALL OUT
DIRECTION OF VIEW
1 ELEV NUMBER
A9
=
PRE -CAST LINTEL CALL
OUT - SEE LENTEL
SHEET NUMBER
EXTERIOR
SCHEDULE
ELEVATION MARKER
1 ELEV NUMBER
LG-2
LEDGER CALL OUT - SEE
SHEET NUMBER
LEDGER SCHEDULE
4 A15
r---ARROW SHOWS
3 DIRECTION OF VIEW
MULTI VIEW INTERIOR
ELEVATION MARKER
SHEET NUMBER
tk
INT ELEV NUMBER
ARROW SHOWS
DIRECTION OF VIEW
INTERIOR ELEVATION
MARKER
ARROW SHOWS
DIRECTION OF CUT
1
Al
SECTION NUMBER
SHEET NUMBER
LOCATION OF CUT
SECTION
MARKER
THE FOLLOWING TECHNICAL CODES SHALL APPLY:
2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS,
ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017
2020 FBC PLUMBING RESIDENTIAL SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
3. ALL PLUMBING WATER LINES
TO BE CPVC
VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO
JOBSITE CONDITIONS
THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL
CODE
Q PORCHES AND BALCONIES
CHAP. 3
Q HANDRAILS - CHAP. 3
Q GUARDRAILS - CHAP. 3
[:]STAIRS - CHAP. 3
Q CHIMNEY & FIREPLACE
CHAP. 10
Q EGRESS WINDOWS
CHAP. 3
5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED
BELOW, ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H.
GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE
MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE
INSTALLATION.
SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA
AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS,
OVERHEAD GARAGE DOORS, AND ROOFING.
6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL
SHOWER ENCLOSURES TO BE TEMPERED GLASS
7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR
TO BE TEMPERED GLASS. (SECTION R308)
DIMENSIONING:
A. DIMENSIONS INDICATED ARE TO:
A.1. CMU WALL: OUTSIDE FACE OF WALL
A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF
CORE -STUD
A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E.
FURRING\
A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD
A.4. WINDOW OPENINGS:
A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5. DOOR OPENINGS:
A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING
A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING
A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED
FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR
FRAME
A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER
OF DOOR
A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH
SURFACE TO FINISH SURFACE
A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER
B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND
PLUMB.
C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:
C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES
C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS
C.3. FRAMED WALLS EXTERIOR
CA. FRAMED WALLS INTERIOR
C.5. DOORS AND WINDOWS
D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB -
UNLESS OTHERWISE NOTED
E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE
OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED
F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE
STRUCTURAL MATERIAL ABOVE AS SCHEDULED
G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE,
CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND
COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE
DRAWINGS.
LE N NARM
LENNAR TAMPA DIVISION
4600 W CYPRESS ST, SUITE 200
TAM PA, FL 33607
813.574.5700
1450
VERSION DESCRIPTION OF CHANGES
1.0 PLAN REVISIONS
2.0 TRUSS CONNECTOR REVISION
3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
4.0 GAS FIXTURES ADDED
5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX
SHT NO:
TITLE
CS
COVER SHEET
Al
FOUNDATION PLAN
A2
FLOOR PLAN
A3
ROOF FRAMING PLAN
A4
ROOF PLAN
A5
EXTERIOR ELEVATIONS
A6
FLOOR ELECTRICAL PLAN
SNO
STRUCTURAL NOTES
SN1
STRUCTURAL NOTES
S3M
FOUNDATION DETAILS
S4
FRAME WALL DETAILS
S5
ROOF FRAMING DETAILS
SS
RETRO FIT DETAILS
S11
PRECAST DETAILS
S12
PRECAST DETAILS
PA1.0
PRODUCT APPROVAL
PA1.1
PRODUCT APPROVAL
PA1.2
PRODUCT APPROVAL
PA1.3
PRODUCT APPROVAL
PA1.4
PRODUCT APPROVAL
PA1.5
PRODUCT APPROVAL
SH 1.0
HURRICANE SHUTTERS
SH 1.1
HURRICANE SHUTTERS
SH 1.2
HURRICANE SHUTTERS
SH 1.3
HURRICANE SHUTTERS
SH 1.4
HURRICANE SHUTTERS
SH 1.5
HURRICANE SHUTTERS
WP1.0
WATERPROOFING DETAILS
WP2.0
WATERPROOFING DETAILS
WP2.1
WATERPROOFING DETAILS
N
O
N
LU NC\
M3
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
NOTICE TO BUILDER & ALL SUBCONTRACTORS
IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE
BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING
LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT
HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL
SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE
INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE
COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE
NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR
MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE
DESIGN PROFESSIONAL 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 THE
DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK
CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE
DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND
APPROVAL BY THE DESIGN PROFESSIONAL.
M
N
O
N
00
175
^N
N L -
i100
E
W
L
C1 M
o
d
co
--
�%
:3C3 020
r
U it
N co
C:
/�,
�/
i
L p
2
pU-8
00
R<
•�
Z
W ^
N
N
QN
E`
C:
70
v
o
a
.0)
W
W
0 LLI
UJ
E-~
LU aj�Jrn03aWLL00L_jO
vi w O f-
W _j W-a~za
Q
000
0 OE200mcz
F-
O
cnwawv�Zwwv�aa7d��
LUZOW0pa
US Z
ILL
Q�a¢pLU
Ow
%HF �Yez Q
LLOQ
p �a<
LL
r O
t � O
Z CN
W
W F-
r j � o
J
�ti
Ln
F-WcLM
O
ZVF_
Z�
W Wo
J O
CD
M
O O O N
04
NQ
M
M
N
o o i o
z
0
NWLo o 0 0 0 0 l
Op ZZ
aZ
w
O -+-� W W o 0
� O v UVU)
�zj
Lo-0 _ Oo o
-0 Z a-aL
Q o F-
WQ
L0 m=w
ZOM
W a�:)
N Q aZLL
Z �z
Z Hg
OU
�-00
O
z
z
z
WC)
r
T_
LAST PLOT DAT
o
N
Z
■ ■
-6-0
O
May 8, 2023
_I
COVER HEET
rAl
a
1
Lr
e,-
(-) 3-1/2"
30'-0"
4'-0" 1 L 2'-4" ITl-5'-4"T7I 41-4" L 3'-9" 1- 3'-10" L 2'-5" L 4'41
n
NIX:
�I II I
9 U II
� B 2 M I I B
S3
I I ii I I
I II I
I II I ti U
II I
II I 6 w ��
a II I
II a z
I I II I
G I - 0) W
_ Noo I
I __ _
� 2
C.J.---------- I 0 --N m-N �—
IL------- __ o_-------— - ----------
n--------o J _7 r
o ( I II Nv Yii I ai
v I ii Uzi
I U N I I I
6 I ii J ii I �L 11 D
w---------- -
L
G I II II I
ri I 13
� I I ii I I
I II II
II II
70
L1 1 10 I l o
N I I I I
---
I II II
II II C
14 I I
L--------- -- -J -----------J ----- '
C.J. I i i i i i t I PLUMB.
------------ r-r--i-r— # ——2'-6"—--6'-31/4"- —{3
7'-3 3/8" 8'-5 1 /8" 1
I
c SINK/ ELEC CONDUIT ELEC. CONDUIT J I i I LAV 4 LAV
N � I II I II II
I— — — — —
13
�1- Q 9
I I II I I I d
O J
a
- i11 �I it
q I E-- 1 4
6 I 11
'v �
9'-2-1 I I I
r --REF.------------I- - - - - - - - C.J.
1 I I� I II
___JL JL____Jj
Ir-----------------�r----
A I I I 20'-6"
II I
53 i1 I i i TUB I Cf
12 I 17-7
II I ii ii I W/C
14'-10"
-t II II I LAV
�j II I I I
r+ I m I L-----J L-----= I _- _---- ---J I --ESL--I----------------- �_�
r
c I�w
4 ii 14 Ili 11 10 I '
I II I K
Ili S3 I C
[3 u II �
K
I
o i i 4'-8 1/2" I 3
L I WASHER I i ELEV
7 �` I (-) 0'-4"
x U_
A 1 B I I I~n
0 V-0" 31-511 l i I LL r
o�
'v C 3" L I1--I------- - C.J.
Ag
Cl r dl 14
A 60
43'-8" 11-8„ X-011 11 A"
ELEV - 4'-8" 6'-0" g I B
0'-3 1/2" o o
_ U_
!=60
a .= 13 L _- B 3 �I I
"I — J 9
L3N_
I�
1'-8" 16'-0" 1'-8"
10'-8" L 19'-4"
30'-0"
FOUNDATION PLAN (ELEV A
1 /411 = 1'-0"
0
"v
0
-v
0
0
-v
0
v
0
ELEV. AT 0'-0" 8" MIN. ABV. GRADE P
• 3-1/2" MIN. 2500 PSI CONC. SLAB OVER
6 MIL VISQUEEN VAPOR BARRIER
• MECH. COMPACTED FILL TO 95% OF
MAX. DRY DENSITY
• TREAT SOIL W/ TERMITE POISONING OR
BORACARE TREATED LUMBER IS AN
ALTERNATIVE TERMITE PROTECTION TO
SOIL POISONING (TYP)
Wf R.
FOUNDATION LEGEND:
NOTE:
BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN
ACCORDANCE W/ AC1224-3R
0 = FILLED CELL. W/(1) #5 VERTICAL
® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
A = FILLED CELL W/ (2) #5 VERTICAL
C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR)
= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS
Ia= WINDOW OPENING ABOVE
PLUMBING NOTES:
FBC 7TH EDITION (2020) PLUMBING SECTION 604
1. TANK TYPE WATER CLOSET VOLUME
1.6 GALLONS
2. WATER -FLOW RATE.
PUBLIC FACILITIES LAV 0.5 G.P.M.
PRIVATE FACILITIES LAV 2.2 G.P.M.
SHOWER HEADS 2.5 G.P.M.
VTR LOCATIONS ARE APPROXIMATE AND MAY
CHANGE DUE TO JOBSITE CONDITIONS.
LICENSED PLUMBER TO VERIFY AND HAS THE
AUTHORITY TO CHANGE AS NEEDED.
O KEYNOTE LEGEND
KEYNOTE
ANNOTATION
10
1/2 DP X 9 1/2 WIDE RECESS
20
1 1/2" DP X 8" WIDE RECESS
30
1 1/2" DP X 13" WIDE RECESS
4O
ICE MAKER LINE
5o
SINK- KITCHEN
6o
REF
7O
WASHER
8o
W/H
90
UNDER SLAB ELECTRICAL CONDUIT
10
LAVATORY
11
WATER CLOSET
12
TUB
13
36" x 60" SHOWER PAN
14
CONTROL JOINT
15
42" x 42" A/C CONCRETE PAD
Q FOOTING LEGEND
TAG
TYPE
SIZE
REINFORCING
C
THICKEN EDGE
8" x 8" DP
(1) #5 CONT.
C
MONO FTG
16" x 20" DP
(2) #5s CONT.
C
PAD
24" SQ x 16" DP
#5s 6" O.C. EA. WAY
JUL 111113
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th Edition
by Debra Anne Klahr PX2300
cM
N
0
N
v
00
�
Ln
.�°
w
5; ti 4
-<
_
O
W
0
z
Q
W L 100 U
%` ' M�
}
} p C2 u a
A, L W0 2
� � p :8 R <
�
•N
w p
IC�
N CW
0 LI ui W 0 ►-
�� _j M�F ZT
J� LL 0
I.L U
Q
?: 0� O(0
n�° 0 0200moz¢�
J �
I- I-
O O
a
cn�a�u5wWWv5x=¢p
Z
a�Wp�2ZYomQp¢
LL o p ° a
LL
!1
C)
Z N
0�
> (n O
z
�fncMO
L0
U)
U)LLti
z
t1')
H W (L cyi
00
<
Z V
W
W
JQ
J
ill
O
M
O
(V
O
ono
\
N
I
o
I
'
z
0
N
W
o
0
0
0
�
a-
N
M
�
to
6
II
zZ
az
w
O
W
U
moo
U U N
L{") -�
0
0��
Q
C
Z
a -a
Of
=
~a
zox
W
f1
Q��
. • CO
Q
0
m
ZW04
O
•
Z
az
LD
F_
C�
00
QZ
J
fl
W
x
z
z
z
Uj
W
_j
C
�
o
LAST PLOT DATE
•
May 8, 2023
Z 0
J
MONOLITHIC
FOUNDATION PLAN A
0
co
0
N
LO
boo
00
M
M
30'-0"
1 V-8"
11'-7"
SH 25
HD AT V-8"
EGRESS
5068 SGD C71
H.B.
\
2868
ti
�
ti
\
\
Q
>
\ N
.)
U�
\\ N
-
OWNER'S SUITE
\
co
15'-8" X 11'-11"
\
0
8'-0" CLG
F
\ ti%
\
12W 5/8"
6'-3"
T-9 1/2" 6-0 5/8"
\
GREAT ROOM
14'-4" X 12'-6"
\
VAULTED
2868
2 VAULT.
— — —
N7TH
CLG
12" DP
O. C
(5) SH
ih 8'_
W.I.0
TP
8'-0" CLG
36" x 60" TB
0
C I
SHOWER PAN
rn
I
DRAIN
0p
M
DINING
I
Go
o
N
SHW HD
M io
10'-0" X 12'-6"
I
& VALVE
Q
VAULTED
Oo
R&S N
o o
N
m
a=
ooCo
p cn
I
co
N
I
7'-3 1/2" 4' 5/8"
CV
N-2
CPT.
I
u_
T LE
"
cn
I
G
M
"
W
BEDROOM #3
" z I 11'-1" X 10'-1"
12' IF 6' X13 6" g I v = 8'-0" CLG
VAULTED 1 C N cn - p
FV
z WO
0?w 0
1r;.
C CO z
2.5/12 " �!; U ►� ��
VAULT. ---- t_
CLG Y
r---- -DW
4'-6" 2'-0" -
N
4'-5 1 /4" 7'-11 1/2" 00
REF
N
I 04
N
JD
2'-3 1/2" °' 1 V-6 1 /8"
42668�
T-9 3/8" '-3 1/2" 2668 10'-3 1 /8"
8'-0" CLG
V-C'N.,
BEDROOM #2
00
TB TP
I
- ---
_
c,4
CD
BATH #2
I
u_
?�
2'-9 1/2" 3'-2 3/4"
8'-0" CLG
u�
co
R
ih
C
0oe
I
2.5/12
VAULT.
_
p �/
INSULATED
—
(-
CLG
c
WALL
-
`-
AHU PLATFORM M
--20 MIN
RATED
DOOR W/
L---co — J
'
LAUNDY
WEATHER
PROTECTIVE
FOYER
8'-0" CLG
STRIP
ATTIC ACCESS
BOLLARD
_
4'-4" X 12'-8"
`'8G �ro�b
z
It
K
S3
co
VAULTED
ti
ti
LAUNDRY AT
Co
60" A.F.F.
DRYER
VENT
Co
D W
HANSEN
v
ih
1 -0
i
-
31/2"
BOX
3'-8'
4" PADDED
TWO
CAR GARAGE
o
— — —
PORCH
SH 1/2 33
FRAME WALL
8'-0" CLG
12x12
CMU
COLUMN
VAULTED
CLG
HD AT 6'-8"
_ _ _ _ _ _
_ _
-------------I
LINE OF GARAGE
IN
'-0'
T-8"
2'4" 4'4"
I OPEN POSITION
_
4'-8"
6-0"
I
I
i
V-8"
10'-8"
FLOOR PLAN (ELEV A
1 /411 = 1 "-011
30'-0"
16070
16'-0"
19'-4"
V-8"
ao
N O W
w
UQ0
pW
00 U)
NOc
cn ¢ C9
pw
H.B.
N
GENERAL NOTES:
ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL
FIN AWAY FROM WINDOW FRAME.
VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES
WITH THE MANUFACTURER'S SPECIFICATIONS.
INSTALL RND DRYWALL BEADS AT HORIZ & VERT
CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS
NOTED.
USE SQUARE CORNER BEAD AT DRYWALL NICHES &
REC CLG DETAILS; REC CLG SURFACES SHALL HAVE
SMOOTH FINISH.
LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND
THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER
CODE.
THE GARAGE IS TO BE SEPARATED FROM ADJACENT
LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD
AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8"
THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT)
APPLIED TO THE GARAGE SIDE.
TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O.
TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK
TOILET PAPER DISP. - (T.P.)* = 20" A.F.F.
ROD AND SHELF (SGL)- (R/S) = 60" A.F.F.
ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F.
CORNER SHELF = 56" A.F.F.
MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F.
*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR
T.B. AND T.P.
WALL LEGEND:
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
RESISTANT COMPONENTS.
8" CMU W/ 1X3 PT FURRING STRIP
3/4" INSUL BOARD 1/2" GYP
8" CMU
NON -BEARING 2X4 STUD W/ 1/2" GYP.
UNO
BEARING WALL 2X4 16" O.C. W/ 1/2"
GYP. UNO
p = FILLED CELL W/(1) #5 VERTICAL
® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB
= FILLED CELL W/(2) #5 VERTICAL
C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
SQUARE FOOTAGE: ELEV A
AREA
PROPOSED
FIRST FLOOR LIVING
1448
TOTAL LIVING SQ FT 1448
ENTRY
19
GARAGE
387
TOTAL SQ FT 1854
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2X4
R-11/R-13 KRAFT FACED
EXT FRAME 2X6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
R-11/R-13 KRAFT FACED
(GARAGE / LIVING)
Virtual Review Assist, Inc. Plans Review completed and approved
for compliance with
Annethe
KlahrO PX2300 Edition
Y Debra
ALLOWABLE WIND SPEED DESIGN PRESSURE
(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch,
Exposure C, Height=30 ft, Importance Factor-1.0, End
Zone= 4 ft)
As per Florida Building Code 7th edition (2020),
Residential Table R301.2 (4) (Wind Speed Conversions)
and ASCE 7-10 Methods
WALL
TRIBUTARY
AREA (ft)2
INTERIOR
END
10
39.4
-42.1
39.4
-51.8
20
37.6
-40.5
37.6
-48.6
50
35.2
-37.3
35.2
43.7
100
33.4
-35.6
33.4
40.5
GARAGE DR
30.0
-33.9
30.0
-33.9
M
N
O
N
00
n
z
w
0
-
w
X
p
z
^N > O o
W L "o U
p M ti
yMM
N
C
C ` u p
�8
p�8 v
LU QN
C
` C6
W L O C)CO N
70 C) a
W C7 W
ow C6 Wow
w� W w�F-o
D jM�QOa<LL eoo j0
Q Q
U
jaO ZffLL-0z20
a
cycom Cn oowoomazQ ZZLL0ZoXa-0<50W
vi
ZW�0¢
C 2W23<
OQ 0 paZ
LL ¢ LL
0
Z CN
O F-
> U) 0
�f)MO
� J U-)
ILLqql
Lo
ZV00
�
W
W
J�
0
Mj
CD
N
M
N
N
N
N
M
ono
N
z
t
0
IN�
�n
>
o
a—
0
CV
0
M :
0
e'h
0
tCY
LO
co
}~
zz
W
¢w
O
W
poo
0)
-
0
V
UVN
L
O
>
p
o�
Q
C)
Z
a -a
a
=
w
m~o
z==
■ ■
W
¢ C0
(.0
Q
zwo
N
Q
U
gwLL
v_
Z
Nz
3
�
Z
g
F-
0
IZ
_p
W
z
z
J
WN
r
LAST PLOT DATE
•
May 8, 2023
Z
O
J
FLOOR PLAN A
C
v
I
5'-11 "
I
I
30'-0"
0
CJ1
J1
>
U >
2.5/12
t
—
EJ7
U
U
y��L
�/E:J
V
w
!
LO
U CJ3
CJ3V
U
!
���
q
CJ5
CJ5V
>
!
A7G
Lq
N
i 8'-1 CEILING
/A6
2.5112 VAULTED CLG.
A5
I
I
I
L----------------------
II I
I II it
I II II
I II II
I
I
I
II I
II II
II L--------------�
2.5/12 VAULTED CLG.
rril
'_X>/,/,/,
8'-0" CEILING!
I
I
II
II
r--------
I
L---
I I I
-------1L------------------------3
I
!
II II
!!
pLAD
L
I
II II
N I
II I
I
VAULTED CLG.
12.5/12
! a
v
I I
I
8'-0" CEILING
o
A------------ V -- --- ------
ED
----
-- -----------------
II
I
2.5/12 VAULTED CLG.
I
I I
I / ILL
I I I I
�L JI
_____ _________ ____---
-__-
I II
II II
II II
II M
8'-d"!CEILING
II
II II
I
II II
I II
17 II
II II
II II
II II
z
Q
=
II II
I I �------
,----------
II Li
I I I I
L-----� e=sus:a
----J L-----I L----- m7r-----------------1
W---
_
J
-r----
Qcma
II !I
I I
}
I
I I I
2.5/12 CLG.
II I�
a
II
i !I
I !
8'-0" CEILING
�
I
II
I
II
A2GE
-i
D�
N
M
C
1
/12
EJ3
62
--
U
EJ3V
B1A
0
0
m
B3G
0
4'-8"
ROOF FRAMING PLAN (ELEV A.'
1 /411 = 1'-011
tJ"I
REFER TO ENG.
PACK FOR
CONNECTION
TYPICAL 5' SETBACK CORNER -SET
LABELING AND SPACING
REFER TO ENG.
nnnv rno nr%K1K =nTr^kr
TYPICAL 7' SETBACK CORNER -SET
LABELING AND SPACING
TRUSS NOTES:
THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS
ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF
TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS
MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP
DRAWINGS MUST BE REVIEWED AND APPROVED BY
DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD
PRIOR TO CONSTRUCTION.
TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL
SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS
NECESSARY DUE TO FINAL TRUSS DESIGN OR
CALCULATED REACTIONS. ALL MODIFICATION TO BE
REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER
OF RECORD PRIOR TO CONSTRUCTION.
ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE
FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE
APPROVED BY DESIGN STYLES, INC. PRIOR TO
CONSTRUCTION.
TYPICAL TRUSS CONNECTORS
1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O.
2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME
CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO
TRUSSES W/ MTS16'S.
4. USE HETA20 FOR ROOF TRUSS TO MASONRY
CONNECTIONS.
5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY
CONNECTIONS.
6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME
CONNECTIONS.
7. THE PREVIOUS CONNECTORS APPLY UNLESS
OTHERWISE NOTED.
8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR
OTHER CONNECTIONS.
DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE
RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS
INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER.
NOTE:
ALL VALLEY KITS MARKED "VK" OR "MVK" ARE
CONVENTIONALLY FRAMED, PLEASE REFER TO
ENGINEERING PACK FOR DETAILS
NOTES:
• FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK
WALLS.
• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS.
• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR
WALLS.
(0"""""`A""""""�Ge_nera1 Notes
1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES
AND FLAT GIRDERS HAVE THE TOP CHORD
PARTIALLY PAINTED GREEN TO BE INSTALLED
GREEN SIDE UP.
2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS
OTHERWISE NOTED.
3. ALL TRUSS SPACING IS 24" O.C. UNLESS
OTHERWISE NOTED.
4. PER TRUSS PLATE INSTITUTE BCSI-131
RECOMMENDATION PERMANENT X-BRACING
SHOULD BE PLACED AT A MAXIMUM SPACING 15'
O.C. ACROSS THE SPAN, TO BE REPEATED AT A
MAXIMUM OF 20' BETWEEN EACH X-BRACE
THROUGHOUT THE STRUCTURE.
* PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = * PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION 1.25 %
WIND SPD/TYPE = 140
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2020
TPI 2014
Truss member design & connector plates
are designed for ASCE 7-16 and maximum
forces from both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psfmon-concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
NOTE:
DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS
OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR
WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT
CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487
NOTE:
MULTI -PLY GIRDER CONNECTION.
ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND
OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS
ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS.
NOTE:
ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY
THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE
IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN
ORDER TO AVOID REPAIRS.
COLUMN NOTE:
REFER TO FOUNDATION PLAN FOR COLUMN SIZES
SHINGLE ROOF
12
5.9 �
A 012
HEEL=4-1/16'r 2� �
PLUMB
_.._ 2X4
12"
LABELED END MARK
HANGER CHART
4 L = HUS 26 (SIMPSON)
d a = LUS24 (SIMPSON)
Total Truss Quantity = 75.
ATTENTION!
30' Soanlor less
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
60 degrees
or less
to
1 112 �I I 2/3to1/2 �I
line f span approx. Ta line r span approx I
REFER TO BCSI -B1
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way,
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS
AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
"'/'
LOAD# DESCRIPTION INIT. DATE
R/01
Created from BID B312288 AS
8/6/2015
RA01
REV. ENTRY & ADD HIP Q REAR SHM
9/18/15
RB01
Add Vaulted ceiling in Great rm, AS
Dinin rm 'tchen Foyer & En
12/21/2015
RB01
LC9 AND FBC2017 HAB
12/07/2017
RC01
RE-CALC A7G B.C. AS
7/24/2019
RD01
LCA JTH
1/4/21
CARPENTER
—�
]
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N.W.
WINTER
HAVEN FLORIDA 33880
PHONE;
(800) 959-8806
FAX;
(863) 294-2488
BUILDER : LENNAR HOMES
PROJECT:
MODEL : 1450
CCA PROJ/MODEL/ALT
7A2 / 1450A
ALT DESC:
OTC:
LOT : BLOCK:
DESIGNER PAGE
HAB
DATE 1
08 06 2015 1
LAN# SCALE
N321593R 1 4 "=11
M
0
04
G
LO
�o
C
00
1`
W
E
f
_
0
0
UJI
Q
W L -= 0 U
M C ti
o`n.
M
C
S 0 2
�•� O ti8 c Q
=
•�
` W N
0-c c
7W
V
C)
^ CL
W W�O=9_jQ03:X0LL002_0
W
W� W J W Q 2Q O
Q Q V
q�O
O O
0 OE00mOzaQ
r��CL 0 W W W fnLLXQ0XJ
0 Z
aoW>OLu1oziY00�QpQ
p pQZ
0Q O
LL 1— Q LL
i!
O
Z
W
O�
ti
M O
0
z
QU)MLin
U_
M
�a moo
Z U
W
LlJ
J0
23
Virtual Re
new
A s
st I
Plans Review c
mpl
t
nh
p r
ed
r compliance witli
the
202 1
FBI
7th
Edit
on
by Debra
A ine
Klah
III
PX2
00
0
a
M
N
N
N
N
N
CD
rn
o
o
n
N
o
I
N
o
I
I
I
'
Z
0
NW
o
0
0
0
o
�
>
N
M
u7
i
t
co
z~
aZ
0 �
W
ZW
00OZ
O
V
()(.)(1)
Lo -0
p
z)Z>
or<
-0
C:)F_
Z
0_ CL
V
=
W Q
mttw
~moo
J�
T
Zoe
Q I- D
C�
O
ZWO
�— N
Q
0a.Wlx
U.
Y
Z
Z
�z
<
OU
a.
_p
m
z
Z
Z
W
W
J
C)o
04
LAST PLOT DATE
•
May 8, 2023
ZO
J
ROOF FRAMING
PLANS A
71�1�
D
1ROOF PLAN ELEV A
1 /411 _ 1 1_011
GENERAL NOTES:
* G.C. VERIFY ROOF PITCH
ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12)
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF
SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER.
ROOF CRITERIA
- 12" OVERHANG U.N.O.
- PLUMB CUT FASCIA
- ROOF PITCH PER ELEVATION
- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION)
- SHINGLE LOADING
ROOF VENT CALC:
NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE
INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR
EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806
FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _
NET SQ. INCH REQUIREMENT
ATTIC AREA = 1854 SQ FT
VENTILATION REQUIRED = 890 SQ IN
VENTILATION PROVIDED AT RIDGE = 552 SQ IN
VENTILATION PROVIDED AT SOFFIT =1386 SQ IN
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 VENTILATED 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 (MEASURE
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)
RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT.
IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
NOTE:
EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT
f
M
0
1 j
LO
ao
g
=O
LU
z
Q
to
0 LO cry�y E
L -C '
W
b u
!� M d
V)
-0-0— d
E O �
0 LL S c
^`
V aN C
E
W
L coa
W
�ww w2O
ri�W0a0¢¢U
00��O-
Q
5InxOZOR00mZZaU
C1
a0- Z` Czzu_
CL
OZ
�0L1J P FLU
OQ =O OQ
Q
� LL
l�
0
ZW
OF_
D) 5 ti
O
0 M
Q Wd M L0
2 U
ti
M_
Z V
W
W
J0
0
J
14
02
Virtual Re
iew
Assi
t, Inc.
i.
Plans Review co
nplete�
nr�
ar
ed
r compliance wit
the
F G
7 h
Editipn
TAL Debra Ai
ne Plahr
PX2300
r
M
O
O
N
O
IN
O
14
N
ems—
o-
CV)O
�I
Cq
Q
t
M
�
o
I
1
z
0
Lid
>
N
M.
V.
U') d-
1 �
00
zZ
Oaw
W
000
�—+
O
_
U
Lo
z
0W�
Q
ara<
=
Wa
L0
mftW
.--I
z o
W~�
C0
Q
O
IXO
'— N
U
g W"
3e.
z
z
�Z
��
0g
pow
�- oo
z
z W
W
O
OJ
>0
LAST PLOT DATE
■
Z 4_0
J
ROOF PLAN A
SHINGLE RI
ELEV AT 8'-0"
T.O.M.
5/8" STUC0
OVER CMU
ELEV AT 0'-0"
1 ST FLOOR FF
ELEV AT 8'-0" _
T.O.M.
ELEV AT U-0"
1 ST FLOOR FF
ELEV AT 8'-0"
T.O.M. edo
ELEV AT 0'-0" _
1ST FLOOR FF
STUCCO CASING MC°^ `AIMU
WEEP HOLES OVER
ELEV AT 8'-011
T.O.M.
ELEV AT 0'-011
1ST FLOOR FF
REAR ELEVATION A
1 /4" = 1'-0"
RIGHT ELEVATION A
1 /4„ = 1'-0"
12
5f
4 LEFT ELEVATION A
11 _ 11
MM
5/8" STUCCO
OVER CMU
i
zo
FRONT ELEVATION A
3/8" = 1 '-0"
5/8 STUCCO
OVER CMU
- - - - - - - - - - - -
v
ti
I
I
I
I
I
SHINGLE ROOF
7/8" STUCCO
OVER PLYWOOD
1 1/4" THK x 6"
STUCCO BAND
i
5/8" STUCCO
OVER CMU
FINISH
1EVATION
SHEATHING
FACTURED
TRUSS
TRIP EDGE
INUM WRAP
INUM SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
SIOVERHANG DETAIL
ROOF FINISH PER
ELEVATION
.
ROOF SHEATHING
»`
MANUFACTURED
ROOF TRUSS
METAL DRIP EDGE
2X4 SUB -FASCIA
ALUMINIUM WRAP
PER ELEVATION
ALUMINUM
NOTE: REFER TO STRUCTURAL SOFFIT
SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
OVERHANG DETAIL
6
FLASHING NOTES:
DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE
INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH
EDITION), SECTION R703.4. AND R903.2 APPROVED
CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT
ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS,
INTERSECTIONS, AND PENETRATIONS AND IN THE
EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH AND
SHALL BE INSTALLED TO PREVENT WATER FROM
REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED
CORROSION -RESISTANT FLASHING SHALL BE INSTALLED
AT ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF,
EXCEPT THAT SELF -FLASHING WINDOWS HAVING A
CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28
MM)) OVER THE SHEATHING MATERIAL AROUND THE
PERIMETER OF THE OPENING, INCLUDING CORNERS, DO
NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING
MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED
BY THE BUILDING OFFICIAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCTION WITH FRAME OR STUCCO
WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD
TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
ATTACH TO A WALL OR FLOOR ASSEMBLY OF
WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR
DIRECTION.
9. AT ROOF CRICKET OR SADDLE.
10. AROUND ROOF OPENINGS.
GENERAL FLASHING NOTES:
INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH
EDITION (2020), SECTION R703.4 AND IN ACCORDANCE
WITH STANDARD APPLICATIONS ILLUSTRATED IN THE
ARCHITECTURAL SHEET METAL MANUAL (LATEST
EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR
CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION,
INC.
WINDOW NOTE:
ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF
0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING
THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
EGRESS NOTE:
EACH BEDROOM MUST HAVE ONE WINDOW THAT
COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
FLOOR LINE OF THAT PARTICULAR ROOM
SHINGLE / UNDERLAYMENT NOTE:
ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
GENERAL FINISH NOTES:
APPLICATION OF STUCCO (EXTERIOR PLASTER)
MUST BE IN ACCORDANCE WITH FBC R703.7,
ASTM C926 AND C1063
ALL LATH AND LATH ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1
FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
NOTE:
FOAM TO BE USED ONLY WHEN
1 5 5 1 REQUIRED BY COMMUNITY
A5 1rr SPECS. IF NOT, DETAIL TO BE
BUILT W/ STUCCO
N
W FOAM BAND VARIES PER OPENING
g" 6 2" THICK
1 rr 2.1
1-1/2" THICK
_N`3 1 /2"
A5
5/8" STUCCO
FINISH
ifl
3" THICK
VARIES PER OPENING
FOAM BAND 8 ELEVATION DETAILS
7 CMU COLUMN DETAIL
r
10"
N 4rr rr
2 LB EPS 2" 1"
9 BRACKET DETAIL
N
M
1
M
O
11
N
00
LL
W
G'
Z
w
W
ty t?
w
o
z
Q
^N
O L N E
C 10
q. 0
_W L
M 00 d
N
N
} M
V d M
t
0 2
p�8 o Q
0
� : T
V w aN
o E� m
a
WLU
U�jg.j(0O�(t�u_u
OLi ( W0
hQ W L~zM
Q
_
08ZaE LL O Z 2 o'o
u
awoZoWO°mZj0Z d W0QQ0
U
LL
O ZWLu u<w�La
0
o 0Qz
C
OQ 0
U.�Q�
0
Z
W
O�
W 5 ti
MLO
�
ti
W 0-LO
_M
Z U H
WWJ0
0
nj
qt
JUL
1
123
Virtual
evi
w A
s ist
in
Plans Review
for compliance
om
th t
lete
o
an
26 F
apgrovi
7
h E
d
itio
by
Debra
nn
Mla
rIP
2
r�
O
O
r
M
N
N
N
N
o
M
o
i
o
i
t
(V
z
'
O
N'
o
o
c
o
0
!
LOV
1^
�J■
�
�
N
M
�
� A
00
ZZ
QZ
W
O
W
Ezz
0)
0
V
UVN
O
0�W
Q
C)
Z
a -Ca
=
W a
�.
(�
m ~W
p�0
rl
zOM
. .
W
CL
<��
C0
O
zwo
N
■
Z
n. z
QU
_0
W
z
z
z
z
w
W
J
0
N
0
LAST PLOT DATE
Z
•
0
May 8, 2023
j
EXTERIOR
ELEVATIONS A
A/C
DICONNECT
L— — — — ------
ELECTRICAL PLAN (ELEVATIONS A & B'
1 /4„ = 1'-0'1
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017
A) BATHROOMS
B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT
HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL
NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO
STORAGE AREAS, WORK AREAS, AND AREAS OF
SIMILAR USE.
C) CRAWL SPACES AT OR BELOW GRADE.
D) KITCHENS - WHERE THE RECEPTACLES ARE
INSTALLED TO SERVE THE COUNTERTOP SURFACES.
E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE
THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF
THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70
(NEC) 2017, INCLUDING ARTICLES 210 AND 400.
3. ANY CONFLICTS BETWEEN LOCATION OF
MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO
LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE
ARCHITECT PRIOR TO INSTALLATION.
4. RECEPTACLE OUTLETS IN GARAGE MUST BE
SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT
SUPPLY OTHER OUTLETS.
5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT
LEAST 6' FROM KITCHEN RANGE/OVEN.
NOTES:
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF
(GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERIOR WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2. ALL TRIM PLATES & 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 CODE, LATEST EDITION, BY A LICENSED
ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR
THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING &
ACCESSORIES.
5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY
THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE.
6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS,
SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS,
PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I.
PROTECT CIRCUIT PER NFPA 70 (NEC) 2017.
7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125
VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED
TAMPER -RESISTANT RECEPTACLES.
200A INDOOR PANEL
CENTER
—0#15
copper to lights &outlets
NEMA 1
200 AMP
10 #12 copper to 20 amp dots
10 #10-2 copper to WH
#10-3 copper to Dryer
METER
2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
NTS
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
io
SWITCH °
4 1/2"
DOOR JAMB DUPLEX 9
OUTLET
TRIM --
BASE ---
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
oZ
S-,SMOKE DETECTOR
MIN.
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
110V DUPLEX OUTLET AT 12"
110V DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
110V DUPLEX OUTLET AT 43" ABOVE
COUNTERS
110V DUPLEX OUTLET AT 45" SHALL BE
SPLIT 110V DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT 1HORIZONTAL
110V QUAD OUTLET AT 12"
I* WEATHERPROOF GFCI OUTLET AT 12"
220V OUTLET AT 30"
110V DUPLEX FLOOR OUTLET
OUTLET - VERIFY W/MANUF. SPECS
FOR LOCATION & TYPE
TELEPHONE OUTLET AT 12" OR AS NOTED
TELEVISION OUTLET AT 12" - WIRE FOR
CABLE & SATELLITE
® STRUCTURED WIRE OUTLET
-69- SWITCH AT 36"
t 3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
-0 PUSH BUTTON FOR GARAGE DOOR OPENER
DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
CLG MNT LT FIXTURE
-t}- CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
} WALL MNT FIXTURE
NOTE:
40W A 6" POUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
40 50W PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
06 50W MR16 4" LOW VOLTAGE OWNER
08 50W PAR20 NFL 4" MINI ROUND RECESS fa
00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
_- CLG FAN PREWIRE AND SWITCH
Cos COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
0S SMOKE DETECTOR
cU-18= UNDER CABINET 18"
CS-182 SINGLE 18" FLUOR STRIP
=U-24= UNDER CABINET 24"
=S-24= SINGLE 24" FLUOR STRIP
=D-24= DOUBLE 24" FLUOR STRIP
— U-36 = UNDER CABINET 36"
S-36 — SINGLE 36" FLUOR STRIP
D-36 — DOUBLE 36" FLUOR STRIP
S-48 SINGLE 48" FLUOR STRIP
c D-48 DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
® 48"CLG MNT WRAPPED FLUOR LIGHT
F-F24:R 24" VANITY LIGHTING
9;;F 36 -FuR 36" VANITY LIGHTING
4848" VANITY LIGHTING
EXHAUST FAN/LIGHT
Q EXHAUST FAN
DOUBLE FLOOD LIGHT W/ COVERS AND
15OW PAR 38 FL
® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
GM CHIMES (DELETE W/ INTERCOM)
MEMr MASTER STATION
ELEC PANEL
® VACUM OUTLET AT 12"
® CEILING RETURN AIR
90 A/C REGISTER
(Z) THERMOSTAT
M3 SECURITY PAD
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.
V) N LO F
W L. 'C CO o u
n cM co d
N V -070- 0 co
L
E 2
U
U�10 10 as
•N � ■ w 0_N C �k
1V p m
w
dui vi w0~
w� w -1 w �0
(j LU
Q
X:D—_j a�awcY�00
qU)x 01OX00co
0
ZaU
O O
U)Qa z�o_Z0Eow0X'LL
O
Z
Qg WOLF¢--� Y�Q0Q
0Q o 0 pQz
maw
O
O
Z N
OW
O
M
M
Q VLU
ILL
z
W M
00
<
<
Z
Z
W
WO
�
O
Mj
J
Virtual Revie
As
ns Review comp
ted
ad
�p
mpliance
with th
2020
FB
7t
i
ion
by Debra
Anne
lah
PX
300
N
N
N
N
N
B
co
o
a
l
a
'
Z
O
NW
LO
>
o
�
0
N
0
M
0
4
0
6
i
1
00
♦/�
z1-
vJ
Qz
w
O
W
000
f_j
O
V
UVN
Lo
-0
O
oLUO
Z
CL X
=
wLLI
=w
T-I
z O M
. .
W
CO
O
O
>_
CV
gar
w
Z
Z
�z
��
pU
_o
W
z
z
w
W
04
0
LAST PLOT DATE
o
N
•
May 8, 2023
�
J
ELECTRICAL PLAN A &
B
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 PREVENT INSECT INFESTATION.
E 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 II AS INDICATED IN TABLE R308.3.1(1).
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF
THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES
(1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE
GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE
ADJACENT WALKING SURFACE,
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF
THE TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A
MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM
3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING
SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS
EXTERIOR.
7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL
PANELS, COMPLYING WITH THE PREVISIONS OF; AND
8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1.
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1. 1. 3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020)
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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL
(FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2. 1. 1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2. 1.8.
TILE ROOF
TOP CHORD : 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOP CHORD : 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.
GARAGE LOADS : 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOF TRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF
2.3.
RAILING LOADS:
2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4. WIND LOADS:
2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT, R301.2 OF THE FBC 7TH EDITION (2020),
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 7-16
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + W L
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 60, fy = 60 Ksi
4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #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: 3"
C-I-P CONCRETE EXPOSED TO EXTERIOR: 2"
C-I-P CONCRETE NOT EXPOSED: 1 1/2"
GROUT FILLED MASONRY: 314"
4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
MODULES OF
CONCRETE TYPE
MIN. 28 DAY
ELASTICITY
DESIGN (fc)
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) :
3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4,3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4. 1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4. 1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4. 1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3.
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, 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 B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'X BOLTS 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)
Fv = 285 PSI
4.7. STEEL:
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 ELEMENTS ARE IN PLACE.
4.8. SOIL:
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 FBC 7TH EDITION (2020), RESIDENTIAL SECTION
R318.
4.8.3.
SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01
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/sprinkler systems including all risers and
spray heads shall not be installed within V-0" of the building side wall.
4. FBC-R R318.7- Toprovide 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 subsequent installation of traps,
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
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 before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter
must be removed be ora 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 compliance must be issued to the building department
by i licensed pest control company before 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 R301)
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = II
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH
+ 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
GARAGE DOORS (V =140
MPH)
TYPE: 5B
SINGLE 90
+26.3 PSF / -29.8 PSF
DOUBLE 160
+25.2 PSF / -28.1 PSF
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
NOTE:
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN
PROFESSIONALS` SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE
SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN
STYLES ARCHITECTURE, 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8"
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 %". 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.
F
for c
M
N
O
N
LO
Co
Ln
N.
Uj
° ��, "^
0
�CCt'bw.� r.Sa*',.�
LU
za
^N, Nam^
0
W IV o u
M C d
V d M
A�E 0 c CO
2 g
Uog m¢
In V Lu aN
W L O E�
a
W
W
w
w� L w �zm
g z
a a V
F- F
W -J O03o:0LL00OLL
�d� ZWri0z2001-dQ
JO
z
dcn�Lu2ZdmOOm
v�waw(0 wwv5ww
M U
Z
QD¢OLu LUZdwtdioa
�t-� �►+�Z�Q
¢
LL
0w
0¢ 0 0 �Q
�dLL
O
Z
W
U) 5 ti
M0
< W L
_j
LL
44t
G
I`
Lid
F- W 11 cM
T-
QU<00
Z
W
LU
W O
J
O
mi
co
Iq
Jl
III
�13
Virtual Reviem
Assisi,
I
J.
Iins Review compl
ted
and
pp
v
mpliance with the202
F8
7th
di
on
by Debra Anne
lah
qX2
310
i
0
0
0
0
N
o�oio
M
�
M
Z
0
N ,^
co
W
>
o
0
N
0
M
0
0
u7
ZZ
aZ
W
C)Z
W
CO
000_
0
U
U CD
^
LO
O
0Zj
00 W
Z
a. W_d
Q
1 ^
L ,
=
W=
mitW
H
ZOO
W
aF- =)
Q
ZWO
N
U
aW LL
Z`L
•
Z
Z
U
02
12
m
Z
SNO
a:
Z
Z
J
W
O
r_
O
T"
LAST PLOT DATE
Z 0
STRUCTURAL
J
DETAILS
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
METAL LATH
16GA.0-1t2" LONG (3/4%1" CROWN)
WALL SHEATHING
STAPLES Cv 6" O.C. VERT BETWEEN r i MAX 7 I i { I I 16GAx1-1/2"'LONG (3r4"-1"
STUDS (NOTED THUS:) - OF=SET I I 1 I CROWN) STAPLES [a) 6"
STAPLES BETWEEN STUDS AS SHOWN - - O.C. VERT INTO STUDS
(NOTED THUS:—)
METAL LATH ATTACHMENT DETAIL
REV. 09.24.21 SCALE: 314" = 1'-0"
'DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
**ONLY APPLIES TO LENNAR TPA;'JAX*`
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2 LONG (3/4 -1 CROWN) STAPLES @ 611 O.C.
VERTICALLY/HORIZONTALLY INTO 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 C1063 &
ASTM C1861.
CORNER OF
HOME
GARAGE SIDE
10'-0"
TANK -LESS W/H
5'-0"
STUB -OUT FOR -'
GAS METER O
0
tV
• 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.
13'4"
(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.
6'-1"
(2)16d TOENAILS
2" X 6" @ 24" O.C.
8'-6"
(2)16d TOENAILS
2" X 8" @ 24" O.C.
11'-0"
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'4"
(3) 16d -i OENAILS
2" X 12" @ 24" O.C.
154"
(1) SIMPSON HTS20 OR (3)16d TOENAILS
* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
** SOUTHERN YELLOW PINE, 55 PSF LOADING
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
U,
+ kl�_
15/32" CDX
PLYWOOD OR
7/16" OSB
RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
8d RING SHANK NAILS @ 6" O.C. &
+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS
8d RING SHANK NAILS @ 6" O.C. EDGES &
8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
+ + 0.113 INCH NOMINAL SHANK DIAMETER
0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH
16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER
0.280 INCH FULL ROUND HEAD DIAMETER
2-3/8 INCH NAIL LENGTH
2-3/8 INCH NAIL LENG 1 H
NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
+
+
+
+
+
+
+
+
+ +
+
+ +
+ +
+ + + +
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+ +
+
+ +
+ +
+ + + + +
+
+
+
+
+
+
+
4'-0"
+
4'-0"
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+ + + +
+
+
+
+
+ +
+
+
++
+++
+++++++++
+
Backer and Filler Block Dimensions
BCI®Joist
Backer Block
Series
Thickness
Filler Block Thickness
3/4"
5000s 1.8/1.7
wood panels
p nel
Two 3/4" wood panels or 2 x _
1-1/8" or two 1/2"
6000s 1.8/1.7
wood panels
2 x _ + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
602.0
wood panels
2x _ + 5/8" or 3/4" wood panel
902.0
2x — lumber
Double 2 x _ lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking °
1/8" gap x
x
FILL CELL STD, 900 HOOK BOND BEAM
w
a STD. 90°
CONT. #5
CONT. #5
HOOK
BAR
BAR
#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
TJI 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 bearing below.
SECTION
@ INT. BRIG. WALL
N.T.S.
1/8" min. } Smal► gap 2" min.
2" max. � 4" max.
--TClinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
2) Block solid between joists for full length of span. Tight fit
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4lPlywood/OSB web stiffener 2" min.
4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max.
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 LEAVINGYa" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
top flange of joist.
DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 1Snnlh
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
* Non -stacking walls
over squash=20 blocks and
require additional
wall or beam below."
consideration. Check
local building
1/16
code for appropriate
details in
One 10d 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
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
UqP 3" NO& nails at 6" n.c.
�'/ Provide adequate bearing
for each lapped joist.
Od nails SECTION @INT. BRIG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
D DIMENSION OF LARGEST HOLE
(see table below) (KNOCKOUT EXEMPTS) D
(see table below)
Lo
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Required on interior walls : - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Use 10dx3" nails at 6"o.c. for all joist
blocking panel "Non
-stacking walls
require additional consideration.-
6A %" ROUND HOLE MAY 6„ 6, DO NOT CUT HOLES
BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz"
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 1Yz"
Roth Hole Diameter to -
2
3
4
5 -
6
7
8
.875
10
11 `
12
13
Re ar# lar tole Side (in)
5 _
6
8
9
10
Any 16" joist
Span (ft)
8
V-0"
V-1"
1'-2"
V-2"
1%3"
1'-3"
V-7"
V-11"
2'-4"
2'-9"
3'-2"
3'-7"
12
V-0"
1%1"
1%2"
1%2'"
V-3"
1'-9"
2'-4"
2'-11"
S-7"
4'-2"
4%9"
5'-4"
16
1`-0"
1'-1"
1 %2"
V-2"
1' 7"
2-5-
3'-2"
3'-10"
4'-9"
5' 7"
6 -4-
7-2"
20 20
1"-0"
1'-1"
1'-2"
1'-2"
2%0"
3'-0"
4'-0"
4'-10"
5'-11"
6`-11"
7'-11"
8'-11"
24
1'-01"
V-1"
1'-2"
V-3'"
2'-5"
3%7"
4'-9"
5'-10"
7'-2"
8'-4"
9'-6"
1W-9"
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8• HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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.
Web Stiffener Fastener Schedule
Joist Bearin Location
Series Depth End Intermediate
®
BCI5000s
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
BCI 6000s®
BCI6500s
9-1/2"
11-7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI60s®
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI90s®
"
3-16d
3-16d
14"
5-16d
5-16d
16"
6-16d
6-16d
SIMPSC
w/ (22)
NAILS T
5/8"0
THRU
BOLT
SIMPSC
w/ (22)
NAILS 1
R TRUSS
'OP PLATE
LC
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
VIIN. EMBEDMENT
SCHEDULE FOR
_ AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20 /
Plumbing HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
1 3/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
N.T.S.
Backer block (12" wide min.)
Nail with 10-10d nails.
�nstall tight to top flange.
Jc
\ Filler block.
Nail with
10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap
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
p depth
I -JOISTS BUCKETS
N.T.S.
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
SLEEVE THRU STEMS °A.
SEE PLAN FOR °• a . • • °
FOUNDATION INFO ` ° a'
STEM FOUNDATION
GRADE REINF. SEE PLAN
e a
rv;,L,nrrx,+ rvk
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 / HETAL20
INSTALLATION (a MID SPAN
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
SIMPSON H10A ° ° (WHEN
w/ (18)10d x 1 1/2" ° REQUIRED)
NAILS
UPLIFT =1015#
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
/ HTS INSTALLATION
PLUMBING LINE
TOP (2) #5's x 4'-0"
IV/
CENTERED @ PIPE PVC OR SCH40 SLEEVE
PENETRATION3
I
d
. . a
d
C:
.
a c
•
I c 4':
GRADE
ffl-
-III—III—I
I�
J
I
L_�=
�-
1—
H
SEE FND. PLN.
SIZE & REINF.
12"BELOW
PIPE VERTICAL THRU FND.
GRADE
F
PVC OR SCH40 SLEEVE for I
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PLUMBING LINE
PENETRATION I
--------------r----------
-----------------------
z ..
\A'
SEE FND. PLN.
SIZE & REINF.
01
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION PLUMBING LINE
IT
Ma 411
1 — .. \ , , : i. . /
SEE FND. PLN.
SIZE & REINF.
co
N
:• D, , ,� �� f:.
0
00
gg'��^vPe
'
W
f'�• s?-
�,y eg , ' E•'
O
W
Qr
0
z
Q
q U
CO �
N
f�'' M
0 V -a-
2 coA�
E '0 2
V/ 0 if: g R Q
°N w Qv Nk
a)i 0E0,
a
W
LLI Uj W 0 H
W F W J W 2- O
�-< 0! J 0 zo
Lu z
Il' V
Q Q
I—
Q�X j�O��ONLLo00LL
�C10 zLLLL_zMJoZ¢¢
a 0 W 2 z O� 0 0 m zz
V
OO
Z
W
��o-jU)WW��nLLQ:¢�0
¢�a�Wa°—ZWz��0CL
M
a.
LL
OW �,< gwZ
0W o 0 0¢ 9a
1
0
0
Z 04
0�
(n 0
O �cM 0
LO
2U�ti
lO
i-0YaM
o- 2 T_
Z V
LU
W
_JQ
CO
JUL
202
11
\/�
Virtual Review
�/
Assist,
1_1
ans Review comp
eted
and
a p
ove
mptiance with
th
20A'01F8CVtIi
4di
ion
by Debra Anne
O
O
O
04
I
N
O
(IN
14
I
C14
N
�
0�0
M
C)la
M
0
z
0
NW
0
0
0
0
0
I
^
L ,
>
(V
M
a
u7
1
Cr
COz
>_
z
C)¢W
W
0LLJ00
�
0
L)Z�
O
O�0
Z
ajra
Q
�..n
=
W =
LU
co F_LU
F-
T -I
W
z o x
UJ
0-
2
0
zX0
N
Q
v
guru_
u_
Z
U)Q
ctz
U
0
_0
m
z
SN1
z
z
W
J
t—,
p
"C"'
LAST PLOT DATE
. .
z11-0
0
STRUCTURAL
'=
DETAILS
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
TABLE R905.1.1.1 OF THE FBC 7TH EDITICN (2020)-RESIDENTIAL
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
(2020)-RESIDENTIAL
/ PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TYP.) VARIES METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
SN1
ELEV. VARIES
INSULATION BAFFLE
5/8" OR 1/2" HIGH
STRENGTH CEILING
BOARD PER CODE (OR 5/8"
GYP. TYPE 7' @ 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)
1x2 PT WD FURRING @ 24" O.C.
1/2" GYPSUM WALLBOARD
U.N.O.
1x4 P.T. BASE NAILER
31/4" BASEBOARD
MIN. 2500 PSI CONC. SLAB
MIN PSI MAY VARY PER
MUNICIPALITY.
CONCRETE SLAB W/ 6X6
W1.4XW1.4 WWF OR
"FIBERMESH"
XA
•
co
•
6 MIL VAPOR _
BARRIER — 4
D
COMP. SOIL. I c • •
COMPACTED TO 95%
MODIFIED PROCTOR I I I L�q
ASTM D1557)
(2) #5 REBAR CONT. 3" MIN. CLR.
ON 3" CHAIRS TYP. 1'-4" (1 STORY)
U.N.O. 4" V-8" (2 STORY)
TYPICAL WALL SECTION
SCALE: 3/4" = V-0"
ALUMINUM DRIP
EDGE
ALUMINUM FASCIA
12" N.O. 2x SUB FASCIA
EE SOFFIT
SHEET
8"x8"X16" KNOCK -OUT
BLOCK W/ 1#5 CONT.
FILLED SOLID W/GROUT
8" C.M.U. TYPICAL
TYPE "S" MORTAR
ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS
(SEE FOUNDATION PLAN
FOR LOCATIONS)
M
U)
U_
W
a
CD
4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
AT GARAGE, CONTRACTOR
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
002
00
ll11� _ 2 r
CV
r
NOTE: EXTEND DECO FINISH
4" io 6" BELOW GRADE
STD. 90 HOOK
(SEE DETAIL)
rA
S3
OPT: DEPRESS SLAB 5Y2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14"
O.H.D. RECESS
PAVERS—j//-
Z
TR
—
4„ — °Q
E. .
�'■�. I IIT
m
SEE A/S3 OR J/S6 `_i I LIJ., II I I I'
FOR REINF. INFO. 3" MIN. CLEARANCE
1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
11,8" (2 STOR
GARAGE DOOR SLAB RECESS rjT�
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
2x #2 SPF STUDS -
@16" O.C. W/ (2)
16d 'i OENAILS T & B
2x P.T. PLATE—,
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
r�
Il�ll�Jl
I ur I iti,
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.11)
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE
6x6W1.4xW1.4
WWF OR FIBERMESH
°
1 8„ 1 . _ VW- ''T . r.
TYPICAL INTERIOR BEARING
WALL w/ OUT UPLIFT rG
SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
8"x8"xl6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" MORTAR BETWEEN
SLAB & BLOCK
T
co ELEV. 0'-0"
A.F.F.
d. U'
d, .
a °. ° a ' °• ..' ' ° p' Q :° a ELEV. -0'-3 1/2" z
A.F�o
° • • . ° ° • . a 2x4 CONT. '° ' ... ° • LL.
d ° ° ° ° d ..
.° ° O
e I'' I a... ..°. Q e4.
v d N
° a GARAGE DEPTH VARIES °' a
A.
GARAGE SLAB AT STEP B
SCALE: 3/4"=1'-0" S3
2x S.P.F. STUDS @ 16" O.C.
LOAD BEARING OR 2x STUD
EXTERIOR WALL 8" C.M.U.
1"x P.T. STUD
SEE CC/S3 OR N #5 VERT. IN FILLED CELL
G/S3 FOR ANCHOR
BOLT INFO. 5/8"x6" "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)10d NAILS
TYP. 2x P.T. PLATE
ASSUMED FINISHED
' GRADE
MONO OR STEMWALL Z
FOOTING MONO SHOWN ; p ° v' 00
FOR CLARITY
NOTE: �. p° J11 ILI=ICJ
*FOR BEARING WALL
W/ UPLIFT ONLY -I ITDI—�iTi1Th'-`I I I'
FRAME WALL TO C.M.U. WALL CONNECTION — I-D
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S�
SLAB INFORMATION.
6x6W1.4xW1.4
31/2" WWF OR FIBERMESH
min. 4"
° ° ° `v GRADE
00 — v — — —
° _ T) TT r'
(1) #5 REBAR w/ OPT.
MIN.
TYPICAL THICKENED SLAB EDGE C—L
SCALE:3/4"=1'-0" S3
BLOCK WALL BEYOND
EXPANSION JOINT
13' 9
O.H.D. RECESS
fV '
� V�r7
r
a. 60
4"
SEE A/S3 OR J/S6 J
FOR REINF. INFO. 3" MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STORY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
5/8"OR 1/2" HIGH STRENGTH ----
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12)10d NAILS
1/2" CDX PLYWOOD OR 7/16" O.S.B.
SHEATHING REQ'D. FOR ALL
EXTERIOR OR SHEAR WALLS AS
INDICATED ON THE PLAN. ATTACH
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @
EDGES, AND @ 12" O.C. @ FIELD
5/8"° x 10" "J" BOLT @ 24" O.C. W/
2"°x3/16" PLATE WASHER (TYP.)
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR
@ 24" O.C.) 21'
r
=:e_� ... 1(3 J/21 rnin. 4" II ° • •'. — I —III—I I IT
(2) #5 CONT. 4" 114" 8"
U.N.O. MIN.
TYPICAL BEARING WALL STEP SHEARWALL rc
"SHEAR WALL" SCALE: 3/4"=1'-0" S3
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-0" (R302.11)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10)10d NAILS
2x P.T. BOTTOM PLATE
6x6W1.4xW1.4
WWF OR FIBERMESH
5/8"OR 1/2" HIGH STRENGTH —
(U.N.O.) (OR %" GYP. TYPE "X" @
GARAGE W/A HABITABLE ROOM
ABOVE)
S.P.F. DOUBLE
TOP PLATE
SIMPSON SP2 w/
(12)10d NAILS
5/8"° x 10" "J" BOLT @ 24" O.C. w/
2"°016" PLATE WASHER (TYP.) -
(ALT: 1/2"x12" TITEN HD @ 24"
O.C. OR 5/8"x10' WEDGE ANCHOR
@ 24" O.C.)
"SIMILAR AT FOUNDATION ONLY"
IF NOTED, THIS REFERS TO THE
STEP, SIZE OF FOUNDATION AND
REINFORCEMENT AND WILL NOT
INCLUDE THE WALL
ATTACHMENTS
(_3 1/2" MIN.
TRUSS BOTTOM CHORD OR 2x4 #2 SPF
BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
EACH END (WHEN PARALLEL)
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS.
2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
U.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 1U-0" (R302.11)
INSULATION PER CHART ON FLOOR PLAN
-SIMPSON SP1 w/ (10)10d NAILS
2x P.T. BOTTOM PLATE
,6x6W1.4xW1.4
WWF OR FIBERMESH
■
.. ► • u I u II ii � �i� >tr�u I �1�111 II II=
II , 1 �I 1111111111 111111 11=
•
. : . AI
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
00
NAILED W/ 8d COMMON NAILS @ 4" O/C
?Gs'
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
�N��s
FORM SUBMITTED WITH PERMIT
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
APPLICATION
f
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
K.O. BLOCK
MIN. 2500 PSI CONCRETE SLAB W/
SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
6 x 6 W1.4 x W1.4 WWF OR
2X PT PLATE
20" MIN. LAP [24" MIN. LA'']
#5 REINFORCING
FIBERMESH
WEEP SCREED INSTALLED
BAR
c
PER MFR INSTRUCTIONS
#3 OR #4 REINFORCING BAR
N
z
#3 & #4 LAP SPLICE
GRADE 40 MIN. Fy= 40ksi
.p
r, _ o c •
FINISH GRADE 00
25" MIN. LAP [30" MIN. LAP]
[GRADE 60 MIN. Fy= 60ksi]
I_I
6 MIL VAPOR BARRIER
P ; °
I _
�
T
R 1 7/8"
_
#5 REINFORCING BAR
°
I� T T
M
#5 LAP SPLICE
• o : ] � II
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM�—
D1557)
4" 1'-4"
TYPICAL EXTERIOR FRAME WALL FOOTING E
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
SLAB INFORMATION. _
P.T. 2x 1/2" GYP. BD.
2„ HOLD GYP. BD.
1/2" FROM SLAB
0'-011 J CONT. BEAD SEALANT
INTERIOR 2X STUDS @ 24" O.C. U.N.O.
-4"
.•' GARAGE
CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O.
EMBEDMENT @ 12" G.C. W/ DRYWALL SCREWS @ 8"O.C.
STAGGERED, FROM BOTTOM INSULATION PER CHART
PLATE TO CONCRETE ON FLOOR PLAN
(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
TENSION 120#) CONCRETE SLAB
6x6W1.4xW1.4
c m FIBERMESH WWF OR F
E —T °.
_
N ' TTT—
M 6 MIL VAPOR _ — — —
BARRIER I I I I , I ;'T — I —I I1=l I— I1=(�F
4" 4"
INTERIOR WALL SLAB STEP NON-BRG. rK
SCALE:3/4"=V-0" S3
SCALE: 3/4"=1'-0"
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 wl (10)
10d NAILS
2x P.T. PLATE
SPACE ANCHOaFROM
BOLTS 6" MAXEND OF 2" x P
w •
U
a.
a — °•
UJI
W
f
#6 LAP SPLICE
REBAR DETAILS
rF '
SCALE: N.T.S.
S3
FRAME -DOWN FALSE BEAM w/ (3) EE PLANS
SEE ROOF PLAN
10d NAILS TO TRUSS TOP CHORD
TRUSS
FOR TRUSS
AT 24" O.C. MAX.
"
CONNECTION INFO'
SEE PLAN FOR •
& LAYOUT DESIGN
TOP OF BEAM
SEE ROOF PLAN
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
2x4 P.T.
PLATE
O.S.B.
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING w/
MIN 7/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
w
SCHEDULE
ap
j
J
SEE PLAN FOR STRUCTURAL
:�
W
COLUMN SIZE AND BASE
o
LU
CONNECTION INFO.
SECURE 2
x
SEE DETAIL 16/D1 FOR
COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8"
O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM TRIM PER PLAN
ATTACHMENTS
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
= w/ MIN. (2) #5 VERTICALS
FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
0'-0" FIN. FLR./-ik COMMUNITY SPECS
(2) #5 CONT. —I 1-ph
ON 3" CHAIRS 8" 1'-4"
(TYP.)
CC
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
1 U-0" (R302.11)
1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
5/8"DIA. EXPANSION BOLT @24 "
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6x6W1.4xW1.4 N c =
WWF OR FIBERMESH K, E
° A. .
8"
411I&MinE�1n, 116
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT rG
SCALE: 3/4"=1'-0" S3
1 1/2" RECESS FOR VAttltS 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) WWF OR FIBERMESH
"
•.
°
eo C °. v °
— = m c
_
v Q, E
T.
i_-
SEE A/S3/J/S6 8"
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS S.G.D. M
SCALE:3/4"=V-0" S3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS c
TO FOUNDATION PAD
CONT. FOOTING STEEL MAT REINFORCING. r '
M
GOGRAD 4- °
d'
Ljj
Z fZ- LLl 0 A ° I d• I�I — LU
U
aw _
= OOTING
_ = BEYOND
PAD REINFORCEMENT - 3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL N
SCALE: N.T.S. S3
M
N
O
. r 2
''�.`=
�.t
➢
Lei
0
00
U.
0'
Lo
`'
Q
z
w
m
0
z
Q
�I, N E
L u
_W ��—,
cy)`°`
vi V
S co
E -
O O 9 cS
O UL a��i Q
.Ni IUp00 ^
V Q CV C
N
>` o E-
a
W
w
W W J W O
z Ix
Q Q
W
U
WSO, <0��aLLU02�0
<08�ZELLO_zmo,z-
Cf
O O Z O W O O m
_j ZYOZZLLO
U
0 a
O
z
FQ WQ —Wz
�F-� MY6Z�Q
a
Q
LL
OW
Oa o s O Q I
Q LL
O
Z N
LILI
O�
>C/)O
(CM O
J L0
ILL
ICT
z
W <If 141)
F- Q� (f (M
a
>_
oo
Z 0
W
W
JQ
J
(0
JU
14,02
�i
Virtual
vie
ps
i$t.
Plans Review
omp
etgc
and
app
ove
or compliance wi
h th
2020
F
C 7t
Edi
ion
by
Debra
nne
K{air
11
3�0
r
O
o
O
0
N
0
M
C
,
1
M
a
M
N
o
C1
o
No�00000ii
W
N
M
d
LA
LO
00
cr
u
Q z
W
O
W
° o
1_j
0
U
_O
U U
I—
Z
=)Z5;
aWo
a�a
L/
=
W=W
m F_
I—
T"'I
z0M
aID
C0
Q
0
ZWO
NWLL
U
aZu.
�
Z
Z
?�
pU
_0
m
z
z
z
w
W
04
0
o
LAST PLOT DATE
z
0
STRUCTURAL
DETAILS - MONO
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
2x6 / 2x8 WALL
BEYOND SEE PLAN
FOR HEADER
(2) 2x HEADER TO SIT
CONNECTION f
FLUSH TO THE OUTSIDE
SEE PLAN FOR SIZE
`-2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
V EVENLY
HEADER FLUSH TO OUTSIDE OPTION
^OUBLE 2x TOP
PLATE
2x BLOCKING @ EACH END W/ 10d @
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER PLAN
VARIES 2x BOTTOM PLATE W/ (1)1Od @ 8"
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL 1
SCALE: N.T.S. S4
12
\TYp) SEE ELEV.
SIMPSON SP2 w/ (12)10d
NAILS AT EACH STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSS BELOW 1
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C
EDGES & 8" O/C FIELD
SIMPSON SP1 w/ (10)10d jt
NAILS AT EACH STUD
2x P.T. PLATE
1—/,l
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
�- SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
(3) 1Od TOENAILS T&B
AS REQ'D
-2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1Od NAIL
BLOCKING (TYP.)
PROOF TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
4SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
SCALE: N.T.S.
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION.
SCREW OFF CAP (3"DIA.)--�
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 21/4"
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
DRAIN
WALL CLEAN —OUT rA
SCALE: N.T.S. S4
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW B
S4
KNOCK -OUT NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7
Im
■■
. •••
• •.
.�. ' . • •
• ' ' •' •
.J
■■
,�
'1
■■ill
MEN
�lill
IIII�
■■III
lil■■
Milli
IIII�
■■III
III■■
Milli
IlII�
■■I�t
III■■
�IIII
IIII�
NOTES:
10 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.
O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
( J SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
O OPENINGS LESS THAN OR EQUAL TO 6'-O" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
G
S4
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR
BLOCK WALL ABOVE.
SCRAP MATERIAL
MOUNTING BASE SHOWN
IN POSITION
2x6 MOUNTING BASE
J
- w
0
FORM CREATES CONCRETE RECESS TO
2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
�8x8x16 C.M.U. GARAGE DOOR
GARAGE DOOR ROLLER _
CONNECTION ASSEMBLY
..' GARAGE FLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
TRACK MOUNTING BRACKET
\GARAGE DOOR TRACK
SCALE: N.T.S. °
POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B
BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED
FOR GARAGE DOOR AND WATER GARAGE FLOOR.
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/8" 8" 7 5/8" 8" 7 5/8" 8"
LE[SOLID AREAS ARE ❑
❑ STEELAND GROUT ❑ ❑
INTERIOR ❑ ❑ ❑
WALL
Ct DOOR OPENING DOOR OPENING
EXTERIOR ❑ ❑
WALL ❑ ❑ ❑
1ST COURSE 2ND COURSE 3RD COURSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT D
SCALE: N.T.S. S4
N
2x CRIPPLES @ —�
16" O.C. W/ (2) 12d
TOENAILS T/B
P4
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING —CL
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
147
WALL
a DOOR STOP
° MOLDING
2 x 6 P.T. GARAGE
DOOR
J-BOLT
TRACK
BRACKET
DOOR TRACK--'
W/MOUNTING ANGLE
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL GARAGE DOOR BUCK K
SCALE: N.T.S. S4
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
STUDS
SIZE
EA END
EA END
EA END
EA END
SIMPSON
1'-4'
(1)
(2)
(1)
(2)
(1) LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1) LSTA30
9' -16'
1 (3)
1 (4)
(2)
(4)
1 (2) LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"x10" OR
GREATER HEADER
SIMPSON S w/ (6)—(2)
2x HEADER SEE PLAN
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
• INTERIOR HEADER:
2x6 WALL, USE SP8
54
(1) 2x SILL PLATE W/ (2)
FOR 2x8 WALL)
12d TOENAILS
BOX HEADER
• EXTERIOR HEADERS:
10d NAILS @ 8°
ONLY
(1) 2x SILL PLATE W/ (2)
0/C TYP.
12d TOENAILS
DOUBLE 2x
• OPENING LARGER THAN 4 FT:
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
TYPICAL (U.N.O.)
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
2x STUDS TYP.
DO SIMPSON HTT4 TYP.
O,o OR U.N.O. SEE N/S4
FN�N� ** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
P.T. BOT. PLATE BEARING WALLS NOTED
WITHOUT UPLIFT
INTERIOR WALL HEADER DETAIL rQ
SCALE: N.T.S. S4
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
r�
TRANSOM FRAMING
SEE SECTION AA/S1 AND
BB/S1 FOR ADDITIONAL
DETAILS
14 Q a.
RECESS
LINTEL
12
(TYP.) SEE ELEV.
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 BARRIE
SIMPSON SP2 w/ (12)1Od
NAILS AT EACH STUD \�
1/2" EXTERIOR GRADE SHEATHING CRICKET AS
FASTENED TO TRUSSES WITH 8d REQUIRED
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS - -
SIMPSON HETA20 w/ (8) 10dx1 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
IN KO BLOCK AT EA. STUD MAIN SPAN
MOISTURE BARRIER ROOF TRUSS
UPLIFT CONNECTOR
8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E
SCALE: N.T.S.�,,S4
PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP 2 ROWS 1Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
f&& SPLICE STAGGERED
Od @ 8" O/C
ATTACH ALL -' \
EXTERIOR STUDS
W/ 4 16d TOENAILS
TO P PLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC
AT LEAST 4'-0" LONG. TYPICAL OVER STUD
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S. S4
F= 2240 LBS �7
SIMPSON C
SIMPSON SP4 SP2
P.T.
ATE
TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/S1 FOR
ADDITIONAL DETAILS
RECESS
LINTEL
d
SIMPSON SIMPSON
SP4 SP2
..r
NAILED INTO
TRANSOM
FRAMING
SIMPSON
SP1 SIMPSON
SIMPSON SP4
SP4
NAILED
INTO
TRANSOM
FRAMING
SIMPSON
r SP1
SIMPSON ` SIMPSC
SP4 SP4
LBLOCKING
USS BOTTOM CHORD OR 2x4
W/ 2-16d TOE NAILS
EACH END
w
U
U)
2x TOP PLATE
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
CHORD OR BLOCKING
2x STUD @ 24"
O.C. MAX.
PROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
STAGGERED FROM BOT.
SEE A/S3 FOR
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NON —
BEARING WOOD FRAME WALL j
SCALE: N.T.S. S4
SIMPSON SP4
2X TOP PLATE
OVERLAPPING
-1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
—2X P.T. PLATE
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
i (4565# SPF)
i (5645# SPF)
i (6970# SPF)
IS (9335# SPF)
N. 8"
PDXIED A.T.R.
t & NUT
'OXIED A.T.R.
t&NUT
OXIED A.T.R.
t&NUT
° 2X8 P.T. BOTTOM P TE
5/8"x10" "J" BOLT @ 24" O.C. MAX.
C (MIN, (2) PER BOTTOM PLATE)
SIMPSON C
SP4
"
ROOF TRUSS ABOVE
2X BLOCKING
0
-(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
11 K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10" J-BOLTS
@ 2.4t O.C.
MASONRY WALL
10d NAILS @ 4 A 10d NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
0 o BEYOND.
-PLYWOOD FASTENED TO TRUSSES
WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD
O/C BOUNDARIES 6" O/C EDGES C E SHEATHING
& 8" O/C FIELD
S4
B
• SIMPSON SP4 w/ (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE PLYWOOD
SP8 FOR 2x8 WALL) o SHEATHING
• SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C.
• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (0) PER BOTTOM
c Ilk-
° 2X8 P.T. BOTTOM
PLATE
� tt t,,, tt
5/8 x10 J BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN. 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY R
SCALE: N.T.S. S4
fa
0
N
�..�
LO
r
z
LO
T'74.
z
w
LL� ,
LU
0
Q
?
W '� 10 U
0 M � 6EnM 'i w
0 V -0-0-2 g M
0 2
og o
o � Q
.N �,% W 0
c
4)oEC
� a °o
w
w� W w2�0
F- � J � Z
Q
!Y z
Q
U
¢ x JCO��fY�LLUo
=�ado"oRoomz0Zaa
Ct O
H
z
OW LLW_zW WV5Wfx<=
J
aa.
0 O
Z
�Qapw 0zwZOW0
Q 0 �- P
Q Q
W 9 Y Z§
oQ 5 0 0¢
O
Z CV
OW
MO
Q U) cM �
U) L
ti
z
F-11O_rM
a- Z>: T_
fi ,00
z 0
WLU
W
J �
J
0
JR
z
3
V,
Virtual Rev
ow il
slis
, in
.
Plans Review
canplat
d a
d a
pra
ed
compliance with
he 2020
8C
Fth[dition
by Debra Anne
Klaqr
Xf 3
q
O
O
M
N
N
N
N
N
o�0!0io
0
N
,^
U
W
,
o
O
N
o
co
o
O
LO
I
i
LO
�1I
q
M�
}
ZZ
�/
C)Qw
z
4--0
O
W
V
Z
w _O
LO
-0
�
O
pz5:
Zj_
O�0
-�
Q
C)=
Z
a-
Uj
Ln
w ca =a
LU
O
F-~O
1.-r-I
z 0-,0
=
W
i2W2
H
.
O
CV
g&Q
3e.
LZz
Q
H�
�
OV
O
m
z
Q
Z
Z
W
W
J
O
0
r
LAST PLOT DATE
■
z
0
STRUCTURAL
J
DETAILS
SIMPSON HGAMV
W/
(4) 1/4"x1 1/2" SDS
SCREWS
TO BLOCKING & (i
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) MAX, 9"
SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED,
SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 7 IF >9" SEE 10/S6
45" t
2x4 CROSS BRACE
`
APPROX. 8" FROM
RIDGE FASTENED AT
"L" BRACE TO EXTEND
EACH JOINT W/ (3) 10d
AT LEAST 90% OF WEB
& (2)10d TOE NAILS @
LENGTH (SEE TABLE)
EA. END @ 48" O.C.
2x8 P.T. GABLE TRUSS
SILL 1/2" CDX PLYWOOD OR
'
7/16" OSB SHEATHING
ATTACHED W/ 1Od
NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
10dX3" @ 3" O/C
THROUGH CHORD
INTO 2"x6" P.T. PLATE
2x4 "T" ON TOP OF PANEL BLOCKING-7,WEEP
SCREED
FASTEN WITH 10dx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
@ 48" O.C.
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
NOTE: IF EMBEDDED
1Odxl 1/2" NAILS AT EA.
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24"
1
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
S5 EMBEDMENT IN KO BLOCK
TITEN ON OUTSIDE
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
AND FASTENERS. (MIN. FIRST 4 BAYS)
BACKNAIL w/ (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 SHEATHING
UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) _�'\
IF >9" SEE 10/S6
BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
SCHEDULE FOR SHEATHING DETAIL
45"t
/
SEE STRUCTURAL
NOTES AND NAILING
SCHEDULE FOR
SHEATHING DETAIL
2x4 KICKER
2x8 SYP#2 "L" BRACE TO
@ 8'-0" 0/C.
EXTEND AT LEAST 90% OF
,
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
'
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
EACH JOINT w/ (3) 1 Od &
FROM LEDGER TO
(2)10d TOE NAILS @ EA.
BLOCKING
END
GYPSUM WALL BOARD
[��1/2'
GABLE TRUSS
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CDX PLYWOOD
7HE
CORD ATTACHED W/ (2) 16d TOENAILS 7
OS
OSB SHEATHING ATTACHED
T
w/ 10d NAILS @ 6" O.C.
2"x4" LEDGER (MATCH BOTTOM CHORD
EDGES AND 12" O.C. FIELD
SLOPE OF ADJACENT SCISSOR TRUSS)
MAX. 9"
UNSUPPORTED,
IF >9" SEE 1 O/S6
j DOUBLE TOP PLATE
2x4 CROSS BRACE APPROX. 8"
FROM RIDGE FASTENED AT
EACH JOINT w/ (3)1 Od & (2)1Od
TOE NAILS @ EA. END
2x FRAME WALL (SEE WALL
SECTION FOR SIZE & SPACING)
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
(2) 16d NAILS
74" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
THE FIRST (4) ROWS OF TRUSSES 2x4 "T' ON TOP OF PANEL
1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS MOISTURE BARRIER BLOCKING, FASTEN WITH
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - 10dx3" @ 4" 0!C
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
GABLE WEB SECTION
2
SCALE: N.T.S. Sr5
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
N
N
AND FASTENERS. (MIN. FIRST 4 BAYS)
ON SHEET S5 FOR
X-BRACING, AND TOP
"
SEE STRUCTURAL
CHORD BLOCKING
N
NOTES AND NAILING
INFORMATION
`D
SCHEDULE FOR
SHEATHING DETAIL
BACKNAIL w/
1 1
1/
"
(2) 16d NAILS
WOOD TRUSSES
r°
;,
00
2"x4" CROSS BRACE
APPROX. 8" FROM
2x4 RAT RUN BRACING
1
1 2"
'
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
AT EA. TRUSS JOINT
(2) 2 x 4 LAMINATIONS W/ (1) ROW
�� ��
3 2 x 4 LAMINATIONS W/ 1 ROW
() ()
11
x ATI N W/ 2 ROWS OF
(3) 2 6 LAMIN 0 S ( )'N
2X4 PANEL BLOCKING
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS
STAGGERED 30d COMMON WIRE NAILS
FOR THE
FIRST48"0(4)
(2)16d NAILS
2x4 BLOCKING @ 24"
(D = 0.148", L = 3") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
(D = 0.207", L = 4 1/2") OR EQUAL
ROWS OF
O/C w/ (2)16d
TRUSSES FROM EA.
TOENAILS @ EA. END
NOTES:
END TYP. TOP &
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"
DIA. x 51/2" LAG SCREWS OR EQUAL
BOTTOM ATTACHED
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
w/ (2)16d TOENAILS
ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
EXT. WALL CONN.. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARI G LOCATION KD B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
ADDITIONAL INFORMATION.
SCALE: N.T.S. S5 i
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 J
SCALE: N.T.S. S5
VVI.1. YLlll\II"V
GABLE END BRACING DETAIL
12"
ISH SCHEDULE
ATTACHMENT
2 SYP BLK'G @ 16" O.C.
i x 0.131"
AILS EA. SIDE
.2X4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL 10
SCALE: N.T.S. SCJ
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
2x4 LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT TRUSS)
SECTION 3
SCALE: N.T.S. 15
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)
BACKNAIL w/ (2)16d NAILS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR SHEATHING
DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT w/ (3)
10d & (2)10d TOE
NAILS @ EA. END
2x4 PANEL BLOCKING
@ 48" O/C FOR THE
FIRST (4) ROWS OF
TRUSSES FROM EA.
END TYP. TOP &
BOTTOM ATTACHED
W/ (2) 16d TOENAILS
(2)16d
NAILS
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
—GABLE IRUSS
—1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
ATTACHED w/ 10d NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1Odx3" @ 4" O/C
SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO J
TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE SIMPSON SP2 w/ (12)10d
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.) J�
SECTION 4
SCALE: N.T.S. S`CJ
MAX. 9"
UNSUPPORTED, 8d @ 6"0/C
IF >9" SEE 10/S6 r—WOOD TRUSSES
"L" BRACE TO EXTEND
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
—GABLE TRUSS
—1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 1Od NAILS @ 6" O.C.
SIMPSON HGAMIOKTA w/ (4)
E ES AND 12" O.C. FIELD
1/4"x1 1/2" SDS SCREWS TO
JACK TRUSS
BLOCKING & (4)1/4"X2 3/4"
SEE PLAN FOR
TITEN TO CMU
CONNECTION
2x4'7 ON TOP OF PANEL)
BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
1 Odx3" @ 4" O/C (2)12d TOENAILS
SECTION g -
SCALE: N.T.S. CJ`CJ
-MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L" BRACE W/ 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2 x 4 BLOCKING w/ (2)1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
w
BRACING w/ (3) 1 Od x 3" AT i
• EACH CONN. @ 24" O/C
MOISTURE BARRIER
BOND BEAM
—MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON - LOAD
BEARING LOCATION (UNEVEN CLG.) KT
SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5
ADDITIONAL INFORMATION.
"L" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0-011- T-0"
3'-0" - 6'-011
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4,.x1-1/2" SDS,_ ^
�VVIV I. DCI11l11VU
GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
END JACK
1 V-0" MAX.
do
o
9
CORNERJACK
"
U
n.
U
w
z
0
U
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING 2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
10d NAILS @ 4"
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL 5
SCALE: N.T.S. S5
2x4 "T" BLOCKING
2x4 BLOCKING @
48" O.C.
"L" BRACE ATTACHED 16d NAIL
W/ 10d NAILS @ 4' O.C.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DETAIL 6
SCALE: N.T.S. S5
DIAPHRAGM
BLOCKING @
48" 0/C GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" "L" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE r7
AS PER HIB 91 SCALE: N.T.S. S5
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
111
NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" O.C. MAX. FOR FIRST (4)
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
BAYS
THAT MY BE REQUIRED
CHORD GABLE END BRACING
2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
(*'ll
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W/ (2)10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
W/ DROP CEILING BRACING DETAIL for cll
MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
M
N
04
�5
uO
00
uO
Z
Lu
�'.
0
O
0
a
0
L
W `0 o
m cvi cv) N di
co
N
=0 o u
-0-0-
M
-`
4) E -C r p
0 B $
_0
T�1
LLN Qk
vi 0
'NN
w
Lo m
-i E
a a
LLI
L C W0E-
I-Q � afg~zw
0LU
Q
VCOWWOCL
�moOza0'
C3JUO
2Z7 9 0E-QQj�Z�LLwwO��
J
O�OWZ-�pVaJ
v���-�O
VQ
aW�Z
gQWzaLL
a
O
Qo 0 0Q a LL
F-
i
O
Z
W0 �
.>U))0
z
D�cCMO
Q J �
(n
W �<If
�
F-11'acM
>_ Q O
Q
Z V
Z�:
W
W
O
J O
Jco
JUL
1
j
Virtual Revie
Ass
st. I
c.
Ins Review comp
l ted
and
ppr
ved
mpliance with the
202
E it
on
by Debra Anne
lah
�B
x
�th
0
f
o
0
0
04
0
\
co,
N
o
�
n
-
o
t
M
o
i
t
Z
0
NW
w
o
0
o
O
O
' ^
ri'
N
M
-t
t000
Q Z
W
O
z co
�-+
O
W
V
0OO_
UV
F-
0
=)Z5;
0r�
Z
a.W(L
Q
c:)
=
W=Q
V
0
H
T"I
O
z o =
W
Q�j
■ ■
0
23:2
N
Q
U
guiE
Z
z
I.L �
Q
O
p0
m
o-
z
Z
W
W
N
CD
LAST PLOT DATE
Z 0
STRUCTURAL
DETAILS
1/4" MAX 2'-0"
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK ----
1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
TO PRODUCT
DOOR JAMB (REFER P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4
1x4 P.T. 3/16"0 X 3" LONG
3-1/4" LONG X 3/16" 0 FURRING FURRING
TAPCONS
TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
BLOCK@ SPACING �� O.C. 2-ROWS INTO
PER MANUFACTURE 1 DETAIL MASONRYTHROUGH
1x4 P.T. & 1x8 P.T.-1/21� DETAIL
DOOR JAMB (REFER 1x4 1/2" DRYWALL
TO PRODUCT
APPROVAL FOR CONN.
iX4
(2) ROWS 3/16" x 3-1/2" FURRING
TAPCON @ 16" O.C. & 4" 2X8
FROM EACH END w/ MIN. 1X8
2" EDGE DIST. ATTACH
1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
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. 1x4 1/2" DRYWALL
DOOR JAMB (REFER EACH AND W/MIN
TO PRODUCT
TO PRODUCT EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16'APPROVAL
FOR CO�*2"
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16"1x4
O.C. & 4" FROM EACH
TAPCON @ 16" O.C. &
FURRIP
END w/ MIN. 2" EDGE DIST.
4" FROM EACH END w/ 2x8 P.T.
ATTACH SECOND PLY wl
P.T. AS REQ'D
MIN, 2" EDGE DIST.
(2) ROWS 10dx3" 2x8
2 1 /4" DETAIL
STAGGERED @ 12" O.C. 1_1 /d" r)PTO I I
2x DETAIL
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
SCALE: N.T.S. k SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45A DIAGONAL (4)10d NAILS INTO
BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. '
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)10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
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 J
SCALE: N.T.S. SS
SECTION
A -A
8"
1/4" x 31/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
-2 x 8 45 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4' MAX. RAD.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
1/4" MAX EMBEDMENT INTO K.)
2'-0" Op"
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
NAILS AT EA. END
PROVIDE 2 x 8 DIAG. BRACE BTWN,
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O.S.B. ON T!
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW
ANCHOR INTO ARCH BLKG.
2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
B-B
ARCH DETAIL K
SCALE: N.T.S. SS
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK- (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4' MAX. RAD.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
#5 REB�
(TYP')
STD. 90'
HOOK 0
1�,L
t5^
NOTCH WEB AT
FIRST 2 COURSI
CAPACITY = 805 # FOR 1 STRAP
=1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 4'Y." 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 ALL
(5) 12d NAILS SIMPSON i
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
Lj
i
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR 2x4
000, #2 SYP @ 24" O.C. �
4'-0" MAX SEE PLAN
NOTE:
SHED ROOF ENDS TO BE
GABLE ONLY, CORNERS
SHALL NOT BE FRAMED AS
HIP.
DESIGNED ONLY FOR THE
INSTALLATION OF SHINGLE
AND METAL ROOF FINISH
GLASS BLOCK INSTALLATION NOTES
A)
COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B)
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C)
SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
D)
SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
1/4" EXPANSION BOLT (2
E)
INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL
PER ANCHOR)
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTHER
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE)
EXPANSION STRIP
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
REINFORCING AS FOLLOWS:
* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
�'' ;h.'°''
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
:.:Y`•
` "`"'
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE NOTE:
REMAIN FREE OF MORTAR.
H)
STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION NOTES.
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
1)
AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J)
APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K)
A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J
IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
O.C.
SECTION @ ENTRY L
SCALE: 3/4" =1'-0" SS
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
(1) #5 BARS CONT. WHERE THIS CONDITION
TOP WITH MIN. 3" OCCURS
COVER 6-0"
F.F.
p
D D
F
�1 1 I-
IM I
GRADEI—
p.
cl) °
Z
N � •D "
D (2) #5 REBAR. MIN. 3"
16" MIN. COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = 1'-0"
`— FILLED CELL PER
FOUNDATION PLAN
r
YP.)
fHE
!S
I IAIAnf%CDTAQI C IAIQTAI I TIMI
FILLED CELL INSTALLATION H
SCALE: N.T.S. SS
SEE ARCH FLAN AND
::. PRE-ENG TRl SS DESIGN
SEE NOTE '' BELOW
i -'� I ``►•� — 2x SUB FASCIA
> ALUM DRIP EDGE
-
BRG WALL TYPE ALUM FASCIA
��- I .. �.�,
PER PLAN I I -`�A �' 1.3W TRI1A PAINTED
I I �� SS NAIL wl 5116" HEAD
F CHANNF1,-+--_.,� DIA @ 24" O C
FASTENED PER
NOTE 2BELOYY L CONTVENTED OR SOLID SOFFIT
CONT 20 NAILED TO L 2x BLOCKING NAILED TO TOP
BUCKING w/ 2-12d NAILS ("I CHORD EVERY OTHER TRUSS
wl 3-12d NAILS, "YP. ('-)
1. G.C.r BUILDER TO vERIFYIPROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
LISTED IN THE DESIGN CRITERIA ON SHEET SN.
2 FOR S(.)FFI T A TTACHNIENT AT WALL (PER ALPHA ALUM INC FLi# 161544 R5 FL
PRODUCT APPROVAL) F CHANNEL FASTENED TD:
CMU Vr1 T NAIL .097" DIA_ a@ 24" O.C_ W 509" NIIN- EMBEDMENT
WOOD w/ (3'I 16 GA. 3/4"xl/4" CROWN STAPLES @, 24" MAX. O.C. IN DIAMOND
PATTERN
SUB FASCIA Wr 16 GA. 3/4" x14' CROWN STAPLE P EACH GROOVE
STRUCTURAL SOFFIT
SF`-"(} 1 SCALE: 314" 1`_D" I;"') FOR ALUMINUM SOFFITS WITH SPANS
REV. 09.23 2021 > 1'4", INSTALL MID SPAN BLOCkING PER
THE SOFFIT FL PA INSTALLATION CRITERIA
REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
k (2) 10d NAILS @ 8" O.C.
O�FRygN TO TRUSS TOP CHORD
+ + �FNOTy PLYWOOD SHEATHING
+ + BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS +
+ SOFFIT
+
2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
PRECAST LINTEL ---J /
SEE ELEVATION
2X2 #2 P.T. MIN. FOR OVER HANG
W/J-CHANNEL SECURED (MAX. 4'-0")
@24" O.C. FASTENED TO
CMU W/ 3" LONG T-NAILS @
24" O.C.
SECTION @ ROOF EXTENSION M
SCALE: 3/4" = V-0" SS
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 MI%
MSTAM STRAP
S(:AI F• A/d
QGa cuGGT n) At in
2N BOT. PLATE W/ (2) 1 Od @ 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 10d
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
JOIST TYPICAL
-SIMPSON HGAMIOKTA @ 12" O.C.
w/ (4)1/41 112" SDS SCREWS
INTO BAND JOIST & (4)1/4"x2 3/4"
TITEN INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
FILL 1st 4 COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 1 1/2" '
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS. '• '
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
1'-011 5'-011
INISH FLO
° #5 BAR
p 1.0" p p ° CENTERED W/
IN TOP 4
_ ° Ig KNOCKOUT/ N
° CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN -� I —I •o °. p °
AND SECTION DETAILS I
CLEAN FILL
DIRT z
T19aSTANDARD HOOK N
#5 BAR IN
FILLED CELL
ss- -
STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. AND STEMWALL
SECTIONN DDETAETAILS
SCALE: 3/4" = V-0"
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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
l } EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
In% BC_M 1\1 ^^kl^
4" SAW CUT
A SECTION
1 SCALE: N.T.S.
SCALE: N.T.S.
for
i;
'
`
M
o
N
to
co
Lo
Q
z
W
O
0
LU
0
z
Q
to
4) N LO ^ E
CD 0
L so
W U
M c m
}
to
0 9 u M
-0-0— m M
E 'c: L p
2 g
p
0 LL 8 9 Q
* N/
^`
LLI 0
QN C
00
W
70
>` E �
a
W 0 LLI
w
wP w _j wa2�0
q_9_x-jjU)0
Q �
0LL002-,0
ocojHz,tRoomozaU
ZZ
Ix_j
O Z
�QQpwQLU zWZOwUpa
W MQ
ILL.
Ow
OQ o 0 oQZ9a
LL
IR
O
ZW
0 1.—
D) = ti
O
0 CM
QwocML0
W
F-�flM
00
Z U
Wz
W
J�
m
CO
�Z
Virtual Revic
w A
sLt.
I
Ilan$ Review coml
fete
ompliance with the
by Debra Ann
20
Kla
an
0 F
a
C 7
r
! d
tion
r�P
0
O
o
O
0
CN
0
0
N
�
o�Aio
ch
M
N
O
NL/�
W
>
o
O
N
o
O
o
YJ
Lo
♦^
F-
W
Qz z
W
O
W
000
+�-+
0
U
_
U cn
"
Lo
0
�2:
0 W
Qy
Z
a=a
1
=
W=Q
LU
m�LU
ZOO
W
2
QF-�
�
0
zoo
>_ ^'V
Z
U
W LL
a Z W
•
V
O
O
a
z
z
W
W
J
O
LAST PLOT DATE
O
. .
z 0
" =
STRUCTURAL
DETAILS - RETRO
FIT
ENGINEERING
SPECIFICATIONS
PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASON
MATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI
• PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI
• GROUT PER ASTM C476 PG = 3000 PSI W/ MAXIMUM
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP.
GENERAL NOTES
1. PROVIDE FULL MORTAR HEAD AND BED JOINTS.
2. SHORE FILLED LINTELS AS REQUIRED.
3. INSTALLATION OF LINTEL MUST COMPLY WITH
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS.
4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG
NOTCHES AT 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 U180.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
BOTTOM OF LINTEL CAVITY.
7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE
BOTTOM STEEL FOR MECHANICAL ANCHORAGE.
SAFE LOAD TABLE NOTES
1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING.
EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE
REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2
INCHES.
2. N.R. = NOT RATED.
3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD.
4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD
REBAR.
5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY
THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED
MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU
ON PAGE 4.
6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN
8" LINTELS ONLY.
7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM
THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM
RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF
SUPPORT.
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
GAS FIXTURES - BTU SCHEDULE
• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 T S COOKTOP:
MINIMUM NET AREA COMPRESSIVE STRENGTH = 19 P��BURNER BTU RATINGS (000'S/BTU) - LP GAS (1) 18.0; (1) 12.0; (1) 9.5; 1) 5.0
• REBAR PER ASTM A615 GRADE 60 B) BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 1 .0; (1) 1:.0; (1� 9.5; (1) 5.0
• PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
• 7/32 INCH WIRE PER ASTM A510 GAS DRYER:
• MORTAR PER ASTM C270 TYPE M OR S A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS.
GAS TANKLESS WH:
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN C MF A,ODIIBl lJ (INAXIU%)
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN
318 AND ACI 530
10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS.
03-0605.05 AND 03-0605.04
11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR
CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO
APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED
COATING.
12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR
UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR
THE COMBINED LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0
SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE
LOAD FROM NEXT LOWER HEIGHT.
9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM
NEXT LONGEST LENGTH.
10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT.
11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN.
12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT
REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE:
T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15%
REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
For Gravity, Uplift & Lateral Loads
4^mr-4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8F98 8F12.0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B
LENGTH 8U8 8F81B 8F12.1B 8F16.1B 8F20.18 8F24.1B 8F28.1B 8F32.16
3069 4605 6113 7547 8974 10394 11809
2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809
3069 3719 5163 6607 8054 9502 10951
3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809
2561 2751 3820 4890 5961 7034 8107
4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809
4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224
2189 4375 6113 7547 7 8672 10294 11809
1349 1438 1999 2560 3123 3686 4249
5'-4" (64") PRECAST 1217 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19
1105 1173 1631 2090 2549 3009 3470
5'-10" (70") PRECAST 1062 1451 2622 4360 7168 45' 6036 19 7181 19 8328 20
6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061
1238 2177 3480 5381 8360 10394 37 8825 14
7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685
1011 1729 2661 3898 5681 8467 44 6472 15
9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302
752 1245 1843 2564 3486 4705 37 6390 47
10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536
643 1052 1533 2093 2781 3643 38 4754 45
11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006
582 945 1366 1846 2423 3127 4006
540 873 1254 1684 2193 2805 3552
12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552
13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883
471 755 1075 1428 1838 2316 2883
424 706 1002 1326 1697 2127 2630
14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630
14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712
15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR
412 710 1250 1733 2058 2320 2513
17'-4" (208") PRESTRESSED N R NR NR NR NR NR NR NR
300 548 950 1326 1609 1849 2047
19'-4" (232") PRESTRESSED N.RNR NR NR NR NR NR NR
235 420 750 1037 1282 1515 1716
21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR
180 340 598 845 1114 1359 1468
22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR
-76-5-j 315 550 784 1047 1285 1399
24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 1 884 1092 1 1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
4~15.4494" SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B BRF26-08 8RF30-0B
LENGTH 8RU6 8RF6.1B 8RF10-1B 8RF14.1B 8RF18.1B 8RF22.18 8RF26.18 8RF30.1B
4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567
1891 3699 5206 6639 8060 9479 10893
4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904
1756 1 3699 5206 6639 8060 9479 10893
5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966
1167 2481 4567 6389 8060 34 791719 931119
5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700
1113 2342 4242 6639 10 8060 39 7402 19 8706 19
6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360
901 1825 3120 5048 7915 9479 10893 32
755 1490 2459 3776 5743 7239 5623
7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48
466 999 1568 2253 3129 4091 3146
9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 47
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
CC� SAFE LOAD
^"�� PLF
TYPE REINF.
LENGTH SU8 8F8 CMU*
2'-10" (34") PRECAST 1293 1642 2135
T-6" (42") PRECAST 1025 1024 1830
4'-0" (48") PRECAST 765 763 1365
4'-6" (54") PRECAST 592 591 1057
5'-4" (64") PRECAST 411 411 734
5'-10" (70") PRECAST 340 339 607
6'-6" (78") PRECAST 507 721 483
7'-6" (90") PRECAST 424 534 357
9'-4" (112") PRECAST 326 512 227
10'-6" (126") PRECAST 284 401 178
11'4" (136") PRECAST 260 452 152
12'-0" (144") PRECAST 244 402 135
13'-4" (160") PRECAST 217 324 109
14'-0" (168") PRECAST 205 293 98
14'-8" (176") PRESTRESSED N.R. 284 89
164" (184") PRESTRESSED N.R. 259 82
17'-4" (208") PRESTRESSED N.R. 194 63
19'-4" (232") PRESTRESSED N.R. 148 51
21'-4" (256") PRESTRESSED N.R. 425 42
22'-0" (264") PRESTRESSED N.R. 116 39
24'-0" (288") PRESTRESSED N.R. 91 33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
C^-•�-C� SAFE LOAD
� PLF
F.
LENGTH TYPE 8RU6 8RF6 CMU*
4'-4" (52") PRECAST 758 757 1365
4'-6" (54") PRECAST 694 693 1249
5'-8" (68") PRECAST 408 407 734
5'-10" (70") PRECAST 382 381 687
6'-8" (80") PRECAST 595 788 510
7'-6" (90") PRECAST 509 674 393
9'-8" (116") PRECAST 370 490 227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^mr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT
'TYPE SFB 1T 8F12-1T BF161T 8F201T SF241T 8F281T 8F321T
LENGTH 8F8.2T 8F12.2T 81`16.2T SF20.2T 8F24.2T 8F28.2T 8F32.2T
2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608
1972 3173 4460 5747 7034 8321 9608
1569 2524 3547 4569 5591 6613 7636 1
3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636
4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627
1363 2192 3079 3966 4853 5740 6627
4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861
1207 1940 2724 3508 4292 5077 5861
5'-4" (64") PRECAST 1016 1 1632 2290 1 2949 3607 1 4265 1 4924
1016 1632 2290 2949 3607 4265 4924
5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498
929 1492 2093 2694 3295 3897 4498
6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038
835 1340 1880 2419 2959 3498 4038
7'-6" (90") PRECAST 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9
727 1166 1634 2102 2571 3039 3508
9'4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15
591 851 1326 1705 2084 2463 2842
10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15
530 686 1183 1526 1865 2204 2544
11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15
494 599 1028 1422 1738 2053 2369
12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15
470 543 928 1349 1649 1948 2247
13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14
428 455 770 1145 1444 1718 1993
14'-0" (168") PRECAST 384 15 346 559 14 723(14).887 14 1052 14 1218 14
410 420 709 1050 1434 8 1694 8 1954 7
14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14
246 390 655 968 1324 8 162 11 187 11
15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13
230 364 609 897 1224 8 1562 14 1801 14
17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12
192 303 500 732 993 8 1268 14 1470 14
19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612
166 261 424 616 831 8 105714 122514
21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411
142 230 369 531 713 7 903 13 1046 13
22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911
137 221 354 508 681 7 86113 99713
24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10
124 200 316 450 1 600 7 75612 875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO.4
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
4~15.4494" SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B BRF26-08 8RF30-0B
LENGTH 8RU6 8RF6.1B 8RF10-1B 8RF14.1B 8RF18.1B 8RF22.18 8RF26.18 8RF30.1B
4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567
1891 3699 5206 6639 8060 9479 10893
4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904
1756 1 3699 5206 6639 8060 9479 10893
5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966
1167 2481 4567 6389 8060 34 791719 931119
5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700
1113 2342 4242 6639 10 8060 39 7402 19 8706 19
6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360
901 1825 3120 5048 7915 9479 10893 32
755 1490 2459 3776 5743 7239 5623
7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48
466 999 1568 2253 3129 4091 3146
9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 47
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
CC� SAFE LOAD
^"�� PLF
TYPE REINF.
LENGTH SU8 8F8 CMU*
2'-10" (34") PRECAST 1293 1642 2135
T-6" (42") PRECAST 1025 1024 1830
4'-0" (48") PRECAST 765 763 1365
4'-6" (54") PRECAST 592 591 1057
5'-4" (64") PRECAST 411 411 734
5'-10" (70") PRECAST 340 339 607
6'-6" (78") PRECAST 507 721 483
7'-6" (90") PRECAST 424 534 357
9'-4" (112") PRECAST 326 512 227
10'-6" (126") PRECAST 284 401 178
11'4" (136") PRECAST 260 452 152
12'-0" (144") PRECAST 244 402 135
13'-4" (160") PRECAST 217 324 109
14'-0" (168") PRECAST 205 293 98
14'-8" (176") PRESTRESSED N.R. 284 89
164" (184") PRESTRESSED N.R. 259 82
17'-4" (208") PRESTRESSED N.R. 194 63
19'-4" (232") PRESTRESSED N.R. 148 51
21'-4" (256") PRESTRESSED N.R. 425 42
22'-0" (264") PRESTRESSED N.R. 116 39
24'-0" (288") PRESTRESSED N.R. 91 33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
C^-•�-C� SAFE LOAD
� PLF
F.
LENGTH TYPE 8RU6 8RF6 CMU*
4'-4" (52") PRECAST 758 757 1365
4'-6" (54") PRECAST 694 693 1249
5'-8" (68") PRECAST 408 407 734
5'-10" (70") PRECAST 382 381 687
6'-8" (80") PRECAST 595 788 510
7'-6" (90") PRECAST 509 674 393
9'-8" (116") PRECAST 370 490 227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^mr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT
'TYPE SFB 1T 8F12-1T BF161T 8F201T SF241T 8F281T 8F321T
LENGTH 8F8.2T 8F12.2T 81`16.2T SF20.2T 8F24.2T 8F28.2T 8F32.2T
2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608
1972 3173 4460 5747 7034 8321 9608
1569 2524 3547 4569 5591 6613 7636 1
3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636
4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627
1363 2192 3079 3966 4853 5740 6627
4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861
1207 1940 2724 3508 4292 5077 5861
5'-4" (64") PRECAST 1016 1 1632 2290 1 2949 3607 1 4265 1 4924
1016 1632 2290 2949 3607 4265 4924
5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498
929 1492 2093 2694 3295 3897 4498
6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038
835 1340 1880 2419 2959 3498 4038
7'-6" (90") PRECAST 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9
727 1166 1634 2102 2571 3039 3508
9'4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15
591 851 1326 1705 2084 2463 2842
10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15
530 686 1183 1526 1865 2204 2544
11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15
494 599 1028 1422 1738 2053 2369
12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15
470 543 928 1349 1649 1948 2247
13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14
428 455 770 1145 1444 1718 1993
14'-0" (168") PRECAST 384 15 346 559 14 723(14).887 14 1052 14 1218 14
410 420 709 1050 1434 8 1694 8 1954 7
14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14
246 390 655 968 1324 8 162 11 187 11
15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13
230 364 609 897 1224 8 1562 14 1801 14
17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12
192 303 500 732 993 8 1268 14 1470 14
19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612
166 261 424 616 831 8 105714 122514
21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411
142 230 369 531 713 7 903 13 1046 13
22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911
137 221 354 508 681 7 86113 99713
24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10
124 200 316 450 1 600 7 75612 875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
SAFE LATERAL LOADS FOR
8" PRECAST & PRESTRESSED U-LINTELS
CC� SAFE LOAD
^"�� PLF
TYPE REINF.
LENGTH SU8 8F8 CMU*
2'-10" (34") PRECAST 1293 1642 2135
T-6" (42") PRECAST 1025 1024 1830
4'-0" (48") PRECAST 765 763 1365
4'-6" (54") PRECAST 592 591 1057
5'-4" (64") PRECAST 411 411 734
5'-10" (70") PRECAST 340 339 607
6'-6" (78") PRECAST 507 721 483
7'-6" (90") PRECAST 424 534 357
9'-4" (112") PRECAST 326 512 227
10'-6" (126") PRECAST 284 401 178
11'4" (136") PRECAST 260 452 152
12'-0" (144") PRECAST 244 402 135
13'-4" (160") PRECAST 217 324 109
14'-0" (168") PRECAST 205 293 98
14'-8" (176") PRESTRESSED N.R. 284 89
164" (184") PRESTRESSED N.R. 259 82
17'-4" (208") PRESTRESSED N.R. 194 63
19'-4" (232") PRESTRESSED N.R. 148 51
21'-4" (256") PRESTRESSED N.R. 425 42
22'-0" (264") PRESTRESSED N.R. 116 39
24'-0" (288") PRESTRESSED N.R. 91 33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
C^-•�-C� SAFE LOAD
� PLF
F.
LENGTH TYPE 8RU6 8RF6 CMU*
4'-4" (52") PRECAST 758 757 1365
4'-6" (54") PRECAST 694 693 1249
5'-8" (68") PRECAST 408 407 734
5'-10" (70") PRECAST 382 381 687
6'-8" (80") PRECAST 595 788 510
7'-6" (90") PRECAST 509 674 393
9'-8" (116") PRECAST 370 490 227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^mr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT
'TYPE SFB 1T 8F12-1T BF161T 8F201T SF241T 8F281T 8F321T
LENGTH 8F8.2T 8F12.2T 81`16.2T SF20.2T 8F24.2T 8F28.2T 8F32.2T
2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608
1972 3173 4460 5747 7034 8321 9608
1569 2524 3547 4569 5591 6613 7636 1
3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636
4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627
1363 2192 3079 3966 4853 5740 6627
4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861
1207 1940 2724 3508 4292 5077 5861
5'-4" (64") PRECAST 1016 1 1632 2290 1 2949 3607 1 4265 1 4924
1016 1632 2290 2949 3607 4265 4924
5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498
929 1492 2093 2694 3295 3897 4498
6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038
835 1340 1880 2419 2959 3498 4038
7'-6" (90") PRECAST 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9
727 1166 1634 2102 2571 3039 3508
9'4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15
591 851 1326 1705 2084 2463 2842
10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15
530 686 1183 1526 1865 2204 2544
11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15
494 599 1028 1422 1738 2053 2369
12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15
470 543 928 1349 1649 1948 2247
13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14
428 455 770 1145 1444 1718 1993
14'-0" (168") PRECAST 384 15 346 559 14 723(14).887 14 1052 14 1218 14
410 420 709 1050 1434 8 1694 8 1954 7
14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14
246 390 655 968 1324 8 162 11 187 11
15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13
230 364 609 897 1224 8 1562 14 1801 14
17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12
192 303 500 732 993 8 1268 14 1470 14
19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612
166 261 424 616 831 8 105714 122514
21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411
142 230 369 531 713 7 903 13 1046 13
22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911
137 221 354 508 681 7 86113 99713
24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10
124 200 316 450 1 600 7 75612 875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
C^-•�-C� SAFE LOAD
� PLF
F.
LENGTH TYPE 8RU6 8RF6 CMU*
4'-4" (52") PRECAST 758 757 1365
4'-6" (54") PRECAST 694 693 1249
5'-8" (68") PRECAST 408 407 734
5'-10" (70") PRECAST 382 381 687
6'-8" (80") PRECAST 595 788 510
7'-6" (90") PRECAST 509 674 393
9'-8" (116") PRECAST 370 490 227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^mr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT
'TYPE SFB 1T 8F12-1T BF161T 8F201T SF241T 8F281T 8F321T
LENGTH 8F8.2T 8F12.2T 81`16.2T SF20.2T 8F24.2T 8F28.2T 8F32.2T
2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608
1972 3173 4460 5747 7034 8321 9608
1569 2524 3547 4569 5591 6613 7636 1
3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636
4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627
1363 2192 3079 3966 4853 5740 6627
4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861
1207 1940 2724 3508 4292 5077 5861
5'-4" (64") PRECAST 1016 1 1632 2290 1 2949 3607 1 4265 1 4924
1016 1632 2290 2949 3607 4265 4924
5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498
929 1492 2093 2694 3295 3897 4498
6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038
835 1340 1880 2419 2959 3498 4038
7'-6" (90") PRECAST 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9
727 1166 1634 2102 2571 3039 3508
9'4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15
591 851 1326 1705 2084 2463 2842
10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15
530 686 1183 1526 1865 2204 2544
11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15
494 599 1028 1422 1738 2053 2369
12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15
470 543 928 1349 1649 1948 2247
13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14
428 455 770 1145 1444 1718 1993
14'-0" (168") PRECAST 384 15 346 559 14 723(14).887 14 1052 14 1218 14
410 420 709 1050 1434 8 1694 8 1954 7
14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14
246 390 655 968 1324 8 162 11 187 11
15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13
230 364 609 897 1224 8 1562 14 1801 14
17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12
192 303 500 732 993 8 1268 14 1470 14
19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612
166 261 424 616 831 8 105714 122514
21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411
142 230 369 531 713 7 903 13 1046 13
22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911
137 221 354 508 681 7 86113 99713
24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10
124 200 316 450 1 600 7 75612 875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^mr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT
'TYPE SFB 1T 8F12-1T BF161T 8F201T SF241T 8F281T 8F321T
LENGTH 8F8.2T 8F12.2T 81`16.2T SF20.2T 8F24.2T 8F28.2T 8F32.2T
2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608
1972 3173 4460 5747 7034 8321 9608
1569 2524 3547 4569 5591 6613 7636 1
3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636
4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627
1363 2192 3079 3966 4853 5740 6627
4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861
1207 1940 2724 3508 4292 5077 5861
5'-4" (64") PRECAST 1016 1 1632 2290 1 2949 3607 1 4265 1 4924
1016 1632 2290 2949 3607 4265 4924
5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498
929 1492 2093 2694 3295 3897 4498
6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038
835 1340 1880 2419 2959 3498 4038
7'-6" (90") PRECAST 727 23 1021 1634 12 210411 2571 10 3039 10 3508 9
727 1166 1634 2102 2571 3039 3508
9'4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15
591 851 1326 1705 2084 2463 2842
10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15
530 686 1183 1526 1865 2204 2544
11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15
494 599 1028 1422 1738 2053 2369
12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15
470 543 928 1349 1649 1948 2247
13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14
428 455 770 1145 1444 1718 1993
14'-0" (168") PRECAST 384 15 346 559 14 723(14).887 14 1052 14 1218 14
410 420 709 1050 1434 8 1694 8 1954 7
14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14
246 390 655 968 1324 8 162 11 187 11
15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13
230 364 609 897 1224 8 1562 14 1801 14
17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12
192 303 500 732 993 8 1268 14 1470 14
19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612
166 261 424 616 831 8 105714 122514
21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411
142 230 369 531 713 7 903 13 1046 13
22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911
137 221 354 508 681 7 86113 99713
24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10
124 200 316 450 1 600 7 75612 875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CAs7p4mm SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE 8RF6-1T 8RF10-IT 8RF14-IT BRF18-IT 8RF22-1T 8RF26.1T 8RF30.1T
LENGTH 8RF6-2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T
905 1748 2635 3522 4409 5296 6183
4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183
4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924
867 1675 2525 3374 4224 5074 5924
5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594
675 1301 1960 2618 3277 3935 4594
5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453
655 1262 1900 2538 3176 3815 4453
6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865
570 1097 1651 2204 2758 3312 3865
T-6" (90") PRECAST 506 797 1462 B 1952 7 2442 6 2931 6 3257
506 967 1462 1952 2442 2931 3421
9'-8" (116") PRECAST 395 491 93112 1301 15 164015 198015 2322 16
395 589 1135 1514 1893 2272 1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4
POWER STEEL LINTEL IS AV ADEQUATE
SUBSTITUTION AT ALL LO ATIONS
E AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
% • n • o •c o
c O
8F16-11BB/OT 8F16n1 B/1 T 8RF14n-1 B/0T 8F8-1 B
° d
> D
�0
>- D
4 °
8" PRECAST LINTEL W/ (1), #5 HOR CONT
p BAR & 2) COURSES OF 8' K.O. BLOCKS
0 O W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
Q
* LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
° 4 1-1l2" CLEAR
�0 0
C.M.U.
cn en x o
p m N °
W U I.-��u �j a #5 REBAR AT
o O w a ° BOTTOM MIN. (1)
Ixaoa=Z REQ'D
Uj
Z-wQw 16GAUGE
bo W N ° POWERS STEEL
N r- z BOXED LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
REFER TO MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION.
CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS
IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL
FOR REPAIR.
LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED
TOP AND BOTTOM OF ALL POWERS STEEL LINTELS.
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
J
Q
C.M.U.
Q
so GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8 PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF 95 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/1 T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
Z =
O
z=
m
o c
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
LINTEL PLAN PER ELEVATION A
:F)
v
:FD
LO
00
LU
Pla
for con
7-CL
Uj zx
*
LL CNI
mi
X
Uj
000
Q
>- C.LL
cl� CL
Sil 04
0
M
N
O
N
ib
0
Q
to
� N LO
W L '> 10 N U
N
V � 09 d ri
C:'i"
008 0
�. Q
�N
w O ^
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#5L(1)#5U
(0)#5L(1)#5U
(I)#5L(2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
(1)#;L(1)#5U
DETAIL'D'
DETAIL'B' &'C'
2'-10"
1'-6"
1 PRECAST
2 D4.5 WIRE
2 No.3
6740
9462
9462
10000
10000
3-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
2912
5318
5318
5114
5114
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
2038
3722
3722
3598
3598
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
1566
2859
2859
2772
2772
4'-8"
3'4'
PRECAST
(2) D4.5 WIRE
2 No. 3
1453
2654
2654
2574
2574
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
1127
2013
2013
2000
2000
5'-10"
4'4"
PRECAST
(2) D4.5 WIRE
2 No.3
964
1636
1636
1712
1712
6-6"
5-2"
1 PRECAST
(2) D4.5 WIRE
2 No. 4
796
1454
1454
1435
1435
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
639
1167
1167
1152
1152
7'-8"
614"
PRECAST
(2) D4.5 WIRE
2 No. 4
619
1130
1130
1115
1115
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
581
1062
1062
1048
1048
8'-4"
7-9-
PRECAST
(2) D4.5 WIRE
2 No. 4
548
1 1001
1001
979
988
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
467
853
853
759
843
10'4"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
398
727
727
582
718
1 V-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
355
649
649
489
649
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
329
602
602
430
602
1214"
11'-2"
PRECAST
(2) No. 3
2 No. 5
312
570
570
391
570
134"
17-0"
PRECAST
(2) No. 3
2 No. 5
287
525
525
337
525
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. 5
270
449
449
286
451
14'-8"
134"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
522
522
360
499
2 No.4
15-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
473
473
328
455
2 No.4
17-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
N.R.
357
357
254
352
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
277
277
202
281
2 No.S
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
256
256
188
262
No. 5
N.R.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
219
219
165
229
N.R.
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
203
203
155
215
2 No.5
N.R.
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
N.R.
164
164
124
179
N.R: NOT RECOMMENDED
...
DETAIL "A" DETAIL "B"
DETAIL "C" DETAIL "D"
TYPE DESIGNATION
P-PLAIN LINTEL/ QUANTITY OF 15 BAR AT
S-SOLID LINTEL LOWER LINTEL CAVITY
[8x] I6-P-1 L/1 U]
NOMINAL WIDTHJ J L QUANTITY OF #L BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(0)#5L(1)#5U
(1)#5L(1)#5U
(1)#5L (1)#5U
(1)#5L(2)#5U
DETAII'H'
DETAIL'J'
DETAIL'H' &'J'
DETAIL'K'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3'4"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
9550
10000
10000
10000
414"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
7207
10000
9863
10000
404'
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
6614
10000
9053
10000
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
4843
6687
6635
7320
5-10"
4'-6"
1 PRECAST
(2) D4.5 WIRE
2 No. 3
3940
5211
5402
5641
6'-6"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
4350
4350
4225
4314
7-6"
6'-7'
PRECAST
(2) D4.5 WIRE
2 No. 4
3206
3206
3063
3183
7-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
3071
3071
2916
3049
8'-0"
6'-B"
PRECAST
(2) D4.5 WIRE
2 No. 4
2831
2831
2651
2811
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
2625
2625
2421
2607
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
2153
2153
1881
2139
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1777
1777
1448
1766
1 V-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
1568
1568
1222
1568
12'4Y
10'-8"
PRECAST
(2) No. 3
2 No. 5
1439
1439
1075
1439
12'-6"
11'-2"
PRECAST
(2) No. 3
2 No. 5
1354
1354
981
1354
134"
17-0"
PRECAST
(2) No.3
2 No. 5
1232
1232
849
1232
14'-0"
12'-8"
PRECAST
(2) No. •'
2 No. 5
1149
1149
760
1149
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1419
1415
850
1347
2 No.
15-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1291
1291
775
1270
2 No.
17'-4"
16-9'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
993
993
600
1084
2 No.4
17 4"
18'-01,
PRESTRESSED
(2) No.3
(2) 7116 strand +
1035
1035
478
936
2 No.5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
961
961
446
872
2 No.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
834
834
390
763
2 No.S
22'-0"
20'4'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
720
720
366
716
2 No.
(2) 7116 strand +'-8"
24'-0"
22
PRESTRESSED
(2) No.
(2) No 5
642
642
306
599
• :r
DETAIL "H" DETAIL "J" DETAIL "K"
TYPE DESIGNATION
P -PLAIN LINTEL/ -L QUANTITY OF #5 BAR AT
S-SOLD LINTEL I LOWER LINTEL CAVITY
[8x16-P-1 L/1 U]
NOMINAL W IDTHJ j L QUANTITY OF #5 BAR
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl2" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#1
5 (l; U (0, LL
SOLID
#5 (2) U (1) L
DETAIL'DE
DETAIL'DF'
DETAIL'DE' &'DF'
DETAIL'DG'
3'-B"
2'-4"
2-0"
PRECAST
(2) 04.5 WIRE
(2) No. 3
3764
6455
5637
5637
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
4965
4401
4401
4'-7'
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
2654
4449
3965
3W5
4'-4"
3 '-0"
2' -8
PRECAST
2 D4.5 WIRE
O
2 No.3
1)
2400
a 030
360 7
3 607
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
3053
3053
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1193
2290
2085
2085
6-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1 /63
1578
1578
7-8"
64"
6-9'
PRECAST
(2) D4.5 WIRE
(2) No.4
1409
1409
1188
1267
9'-8"
8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1000
1000
686
903
} } + �F
DETAIL "DE" DETAIL "DF" DETAIL "DG"
TYPE DESIGNATION
P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT
5-SOLID LINTEL -i I LOWER LINTEL CAVITY
[8xl j
6L/]U]
NOMINALWIDTHJ L QUANTITY OF #5 BAR
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 12" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(0)#5L(1)#5U
(1)#5L(1)#5U
(1)#5L(2)#5U
DETAIL'E'
DETAIL'F'
ETAIL' ' & 'F'
DETAIL'E' & 'F'
DETAIL'G'
2'-19'
V-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
9383
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
6766
8225
9200
9445
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
5104
5671
6345
6345
4'-8"
3'.4"
PRECAST
(2) D4.5 WIRE
2 No. 3
4683
5137
5717
5717
514"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
3428
3727
4091
4091
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
2787
3088
3369
3369
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
2560
2560
2723
2723
74'
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1992
1992
2112
2112
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
1921
1921
2035
2035
8'-01,
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
1792
1792
1862
1897
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
1679
1679
1699
1776
9'4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
1411
1411
1319
1489
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1186
1186
1014
1251
11'-N,
10'-0"
PRECAST
(2) No.3
2 No. 5
1074
1074
854
1121
12'-0"
10'-8"
PRECAST
(2) No.3
2 No. 5
992
992
751
1035
12'-6"
11'-2"
PRECAST
(2) No.3
2 No. 5
937
937
685
978
13'-N'
12'-0"
PRECAST
(2) No.3
2 No. 5
859
859
591
896
14'-0"
12'-8"
PRECAST
(2) No.3
2 No. 5
804
804
529
838
14'-8"
134'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1207
1207
605
938
2 No.4
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1095
1095
551
887
2 No.4
17'-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
836
836
426
763
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
655
655
340
645
2 No.
20'-0"
18'-8"
PRESTRESSED
12 1 No. 3
(2) 7116 strand +
607
607
317
601
2 NQ.S
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
524
524
277
526
No 5
22'-0"
20'-8"
PRESTRESSED
(2) No.3
(2) 7/16strand +2
488
488
260
493
No.
(2) 7116 strand +(2)
24'-0"
22' 8"
PRESTRESSED
(2) No. 3
No. 5
399
399
217
412
.:« «•'
•!ei � ••�: � •.red!
DETAIL "E" DETAIL "F" DETAIL "G"
TYPE DESIGNATION
P-PLAINLINTEL/ F11"ANTITYOF#SBARAT
S-SOLD LINTEL I LOWER LINTEL CAVITY
[8x]6-P-1 L/1 U]
NOMINAL WIDTHJ LQUANTRYOF#5BAR
NOMINAL HEIGHT UPPER LINTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#5L(1)#5U
(0)#5L(1)#5U
(1)#5L(2)#5U
DETAILV
DETAIL'M'
(1)#5L(1)#5U
DETAIL'N'
DETAIL'L' &'M'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
314"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
9313
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No.3
8548
10000
10000
10000
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
6261
10000
8605
10000
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No.3
5095
8995
7007
9811
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No.4
6871
6871
5482
6814
74'
6'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
4693
4693
3976
4661
7'-8"
6'4"
PRECAST
(2) D4.5 WIRE
2 No.4
4456
4456
3785
4427
8'-01,
6-8"
PRECAST
(2) D4.5 WIRE
2 No.4
4047
4047
3443
4021
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
3706
3706
3144
3683
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2954
2954
2445
2937
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
2384
2384
1884
2371
11'-*'
10'-0"
PRECAST
(2) No.3
2 No.5
2082
2082
1590
2082
12'-0"
10'-8"
PRECAST
(2) No.3
2 No.5
1895
1895
1401
1895
12'-6'
1 V-2"
PRECAST
(2) No. 3
2 No. 5
1775
1775
1279
1775
13'4'
12'4'
PRECAST
(2) No.3
2 No.5
1605
1605
1107
1605
14'-0"
12'-8"
PRECAST
(2) No.3
2 No. 5
1490
1490
992
1490
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
1948
1948
1093
1591
No.
154"
14'-0"
PRESTRESSED
(2) No.3
(2) 7116 strand +
1774
1774
996
1494
2 No.4
174"
16-0"
PRESTRESSED
(1 No. 2 3
(2) 7116 strand +
1368
1368
771
1264
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1084
1084
615
1095
2 No.
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1008
1008
573
1048
2 No.5
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
877
877
501
966
2 No.S
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
850
850
471
923
2 No.
(2) 7116 strand +(2)
24'-0"
22'4"
PRESTRESSED
(2) No. 3
No. 5
740
740
393
772
i7 .
' :�•a .
' j7 .
DETAIL "L"
DETAIL "M"
DETAIL "N"
TYPE DESIGNATION
P- PLAIN LINTEL/
5-SOLDLINTEL -1
r QUANTITY OF #5 BAR AT
I LOWERLINTELCAVITY
[8x1 6-P-1
L/1 U]
NOMINAL WIDTHJ j
LQUANTITY O115BAR
NOMINAL HEIGHT
UPPER LINTEL CAVITY
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS
R402.2 & R606.
1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 &
2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
7-10).
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIRE PER ASTM A496.
3.) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-08.
3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3 MORTAR SHALL BE TYPE S.
3000 PSI GROUT
(PLACED IN FIELD
2" 2"
E02
LO
� fV
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
BOTTOM BARS
NOTES:
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MIN. BEARING REQUIRED AT EA. END - V
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS LINTEL SECTION
PRECAST CONCRETE
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4"
PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION
R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING)
SECTION 2104.1.5
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND
SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST
BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
3000 PSI GROUT
(PLACED IN FIELD
2" 2"
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
- (1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
BOTTOM BARS
SEE SCHEDULE
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L(1)#5U
(1)#51.(1)#5U
(0)#5L(1)#5U
(l)#5L(2)#5U
(1)#4L(1)#5U
DETAIL'O'
DETAIL'P'
DETAIL'O' &'P'
DETAIL'Q'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3'4'
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
54'
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
7681
10000
10000
10000
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
6251
10000
8615
10000
6'-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
8629
1 10000
6741
10000
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
6266
6603
4891
6909
71-8"
64'
PRECAST
(2) D4.5 WIRE
2 No. 4
5967
6199
4657
6477
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No.4
5430
5524
4236
5756
8'-4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
4961
4979
3869
5178
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
3865
3838
3010
3973
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
2984
3021
2320
3118
11'-4"
10'-0"
PRECAST
(2) No.3
2 No. 5
2699
2699
1959
2699
12'-0"
10'-8"
PRECAST
(2) No.3
2 No. 5
2436
2436
1727
2436
12'-6"
1175.
PRECAST
(2) No.3
'2 No. 5
2269
2269
1577
2269
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No. 5
2034
2034
1366
2034
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. 5
1878
1878
1225
1878
14'-8"
13-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2413
2413
1338
1974
2 No.
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2199
2199
1219
1846
2 No.4
17'-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1698
1698
944
1546
2 No.
19'-4"
18'-0"
PRESTRESSED
2
O No. 3
(2) 7116 strand +
1348
1348
753
1330
2 No.S
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +2
1254
1254
702
1271
No.
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1092
1092
614
1167
2 No.5
27-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1023
1023
576
1121
2 No.5
(2) 7/16 strand +
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) No.5
898
898
481
947
a �
rXitr1
a
e•�1
01
.;i7
.�:•a .;J•7
t*
DETAIL "0" DETAIL "P" DETAIL "Q"
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC.
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)L
SOLID
#5(2)U(1)L
DETAIL'DH'
DETAIL'DJ'
DETAIL'DH' &'DJ'
DETAIL'DK
3-8"
2'-4"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
5713
10000
10000
10000
4'-0'
7-6'
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
4511
10000
9686
10000
4'-2'
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
4032
10000
8687
9503
4'-4"
3'-0"
2-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
3647
9133
7835
8173
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2990
7025
6382
6382
5-8'
4'-4"
4'-9-
PRECAST
(2) D4.5 WIRE
(2) No.3
1819
4139
3839
3839
6'-8"
5'-4"
54'
PRECAST
(2) D4.5 WIRE
(2) No.4
2976
2976
2676
2737
6'-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2292
2292
1918
2121
9' 8"
6 4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
1563
1563
1113
1 1455
zi
DETAIL "DH" DETAIL "DJ" DETAIL "DK"
TYPE DESIGNATION
P-PLAIN LINTEL/ rQUANTIIV OF#S BAR AT
5-SOLD LINTEL -i I LOWER LINTEL CAVITY
[8x16-P-1 L/1 U]
NOMINALWIDTHJ LQUANT(IY OF#S BAR AT
NOMINAL HEIGH' UPPER LINTEL CAVITY
TYPE DESIGNATION
P-PLIAN LINTEL/ QUANTITY OF$5 BAR AT
S-SOLD LINTEL f LOWER LINTEL CAVITY
[8x1 6-P-1 L/1 U]
NOMINAL WIDTHJ j L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x20" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)L
SOLID
#5(2)U(1)L
DETAIL 'DU
DETAIL 'DM'
DETAIL'DL' &'DM'
DETAIL'DN'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
7665
10000
10000
10000
4'-0"
2'-8"
2'.4"
PRECAST
(2) D4.5 WIRE
(2) No.3
6054
10000
8442
10000
4'-2"
2'-19'
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
5413
10000
7552
10000
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
4897
10000
6836
10000
4'-8"
3'4'
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
4017
1DDDO
5613
10000
5-8"
44"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2448
7050
3434
6540
6-8"
54"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
4569
4569
2302
4235
T-8"
64"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3338
3338
1640
3122
9'-8"
8'4"
6-0'
PRECAST
(2) D4.5 WIRE
(2) No.4
2158
2158
1 936
2036
TYPE DESIGNATION
_. L TI 1' ]F k,
_ - � ���rP L I 34F -
[8x16-P-IL/IU]
_J] L.
DH
DH
UNIT '1450' - 1 ST FLOOR PLAN ELEV A
1 /811 = 1'-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
SOLID
#5 (2) U (1) L
DETAIL'DA'
DETAIL'DB'
DETAIL'DC'
DETAIL'DB' &'DC'
DETAIL'DD'
3'-8"
2'-4"
2'-0"
PRECAST
(2) 04.5 WIRE
(2) No. 3
1919
2143
2143
1753
1753
4'-0"
2'-8"
74"
PRECAST
(21 D4.5 WIRE
(2) No. 3
1597
1801
1801
1483
1483
4'-2"
7-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3
1473
1668
1668
1376
1376
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
1367
1553
1553
1284
1284
4'-8"
3'44
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1194
1363
1363
1131
1131
5'-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
864
995
995
831
831
6-8"
5'-4"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
662
816
816
650
654
7'-8"
6'-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
542
669
669
462
537
9'-8"
8-4'
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
396
489
489
261
393
1-f Lj Lj
DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD"
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x24" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE / BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
SOLID
#5(1)U(0)L
SOLID
#5(2)U(1)L
DETAIL'DO'
DETAIL'DP'
DETAIL'DO' &'DP'
DETAIL'DQ'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
9620
10000
10000
10000
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
7599
10000
10000
10000
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6796
10000
9505
10000
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
6149
10000
8604
10000
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
50"
10000
7066
10000
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
3077
1D000
4325
10000
6-8"
5'-4"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3765
7387
2901
6831
T-8"
6'-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2693
4979
2069
4671
9'-8"
8'-4"
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1552
2996
1183
2844
TYPE DESIGNATION
,II. LI iE .U.L ] K_ Bit aT
r --i c, = LL E .Y
J L L,1
F .i--
TYPE DESIGNATION
P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT
S - SOLID LINTEL I LOWER LINTEL CAVITY
8x16-P-1 L 1 U
I ]
NOMINAL W IDTHJ j L QUANTTY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
SAFE WORKING LATERAL LOADS (PLF)
8" X 8" LINTELS
Total
Length
Type
8"x8"
PLAIN
8"x8"
SOLID
2'-10"
Precast
2082
9235
3'-6'
Precast
1325
4624
4'-0"
Precast
1041
3358
4'-6"
Precast
858
2635
4 8"
Precast
810
2459
54"
Precast
663
1940
5'-10"
Precast
583
1624
6'-6"
Precast
486
1396
714"
Precast
403
1134
7-8"
Precast
392
1100
Precast
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10'-6"
Precast
156
600
1 V-4"
Precast
132
651
12'-0"
Precast
111
593
12'-6"
Precast
98
544
13'-4"
Precast
82
475
14'-0"
Precast
71
429
14-8"
Prestressed
N.R.
417
1514"
Prestressed
N.R.
369
17'4'
Prestressed
N.R.
257
19'-4"
Prestressed
N.R.
184
20'-(Y"
Prestressed
N.R.
167
2V-4"
Prestressed
N.R.
138
22'-0"
Prestressed
N.R.
127
24'-0"
Prestressed
N.R.
100
N.R. = Not Recommended
Plar
for Corr
M
N
O
N
LO
LO
O
00
LLB
a:
Q
Z
W
O
0
W
Q'
f7
Z
Q
V)
O LO
u
N
(n
j� M
Co u
co
O
08 `-
p Q
O - 4t
.�
W
Q CV C
V
000 c
V CL
V,
ILLI W
U' W
o w LLI
I-Q T =g~zx
LLJ z
W�-_QOQ�awU00_j0
W 3 cn 0
a��1oz0x00Mzz
-
0 Z
(LWWLu � lxQ
¢~wp0H091wOowOpCL
W
0X o 0 0Q
¢
LL F-�LL
f
0
ZCN
W
'O
=)
co
O
Q M L0
LL
N� LLJ
of 5a _M
Z U
Z
W
W0
J 0
Mj
JU
4
pg
Virtual Review
A sist
Review complet
an
v
d
Hance with the
2 20 f
BC
h
itiP
by Debra Anne Kl
hr P
K2h
0 I
I
�-
04
c,4
0
0
N
iN
CD
O_
O
O
O
r
N
O
i
M
�
sO
i
t
'
Z
0
NW
o
0
0
0
0
Liz
>
N
M
4
6LO
00 �^
ZZ
♦/,
Q Z
W
O
W
0OO
O
V
() U N
L
O
0
°wo
O
Z
a -a
W Q
~~O
1-
T�
ZO=
■
Ws��
Q
S
ZWO
(V
Q
V
g W ILL
ILL
Z
Z
Z
OU
a
_p
W
z
IY
Z
W
WC14
LAST PLOT DATE
JSTRUCTURAL
DETAILS
ELEV. A
§§9awaWff
Mounting Brackets (10 Gauge,
+V2-x 4-1; 2' x 2-i 2-
Sft Anchor 50edule
Baits
112" Dlia- A32
(Typ.)
WaSl1?ri /
SelfwLocking Nuns
Back trots Support
,May be cLn to W(
Right Bracket (16 Gat/ge)
014 Se*4-)rilkng
$trc'W9
1
A/C Unit BrAturn Edit
4 HurrWane StYep
(;Tytlir rli: 3 in ffnnty
Front Crass Support
(May be cut to W )
Left Bracket (16 Gauge) #t4SeV-Dtiling5crtwsTVirtjBv4tkttsg
Back Cross Support into A/C Unit Bctttorn Side
(Typical: 3 each side for hurricane use)
z"ai' a a LRalrrizl e,ttt .re, I..rn ow ..)I'"1si1 t. t'_a
iatdaoetcd Rmwd sral rhawung a.aitdik upon tagmn
err far .iris Apply)
Florida Depsrtnert of Business & Prolastsional Regulation P.P l or l
Build Codes and Standards lww=l
Product Approval Application Detail
tL�nstv
or
2n
Saw, P"1areat
am
jyg yomm
!
Si9Qard en.iara ucatra
Vaidao a.
Yleiat9 4uemffiai
ERQAWMN
Aoor t9smn
Aaamrk, M20
sneer Win plod Inc
Mch.d Gabem P "-.F Naro PE
Lae. B-OAn PE
12M82020 12i'l8i
122A2020
Apr--d
Caaagry: 9duxvel cmjpoxnlr
(F7T)a1.8]bA PE,7377E
(3W1001 WO
aubCa ewer. Pftd ots mrodecad as a Resub of
nhxprnemrnttup
tler Tec nehpy
Cuav lance Y.Ihod E luebo t Report Ili—
Roddy Registered Aadeltect are Licensed Rattle
E
Prdeakred Etioe er
"a
CABIUaAmgmu
S
Aceamndfot Ues Amoved
PaiV i 29MWLt=
IN Use
)slaw
iiaglm
PaiSln
1
Smadvent Model 91540510
Due Funcbai Flood and Ven"abm Vent
IM12e23
Yet
Yas
WA
♦1004110
9maAVerrt leodAl W140a11
Does Flatsah Flood.id V.rt -Vet
121SW023
Yes
Yas
WA
-took 100
3
Orts~ Model Fl54c, 20
hadated Flood Veen
130117023
Yes
Yes
WA
•t0D)-too
4
SmartVerrl M del a1540127
MWWHerod Vas
12/312423
yas
Yes
WA
•1006loo
5
nlrarNoord Model 41540124
I&Lzaaa Garage Doe Heck) Vent
120IQ023
r.
Yas
NM
WA
6
9M1fvtnt MOdh vis4c 870
W60 Wda6 16MAAsd Flood Valk
12012o23
Yes
Yes
WA
•SODA 100
7
9mOrPoNM Mod.) 01540574
Is 5LAW Gang Door Flood van)
12r312023
Y.
Yas
WA
WA
Florida Departmert or Business & Proliesslonai Regulation Pat I or
Building Codes and Standards 1n42eg1
Product Approval AppUcs" Detail
s it Emit or Pita Dula Sall}
lYat 1(Jw- l:gBifi YrOdlftd WL Ytlf9.ffi tSjbWAisd 8 Mail 2"
R-.w 2020 DNxd Metals Inc. Jason AWrllate Zachary R 124.1t Lock. Sonic" G E 08AIllam O6es2020 0020r2020 10r1 UM70 Apprw,ed
cdsg0ry Rodin f1Mi30iti11 PE-"r4021 (33413001wo
1kDCapay: mew Retain I.bumemMdaunr mm
CaRpaaee r"ho3 EYMAV p Raw Pont a
Florida Registered Arckied err. iaosn sed maim
Pr,le.51 r, Fii*iaer
Use Aularm lot use brow Dalkon
PmuM roar. Ilumber or were, Product Dmmfmaa sg§LidBmimkmga JpIO(y[ OLAlalatiat Emir
1 Oni Masi Roornp 9yrans ONC 103NS. own loose; OMC 115& OMC 200S, izw,7025 Yee No NIA .0Fi so
GIG 0v
i2 t
Yeinion
Roma_ 2020 Them -Ttv Corporation
Calipers: 66en0r Doors
&ACaaworr- 9.nghg Exzrfor Door &We"-
Cor prMnn seared: Evaluation Report item a
Friends RepseteoArdatM N. Lkmsed Footle
Profmlonr Ernenea
I( FtpA-i Mad L tAArha or Natty
1 a. Tnemv-Thu Rb.-- asak zed Smooths.,
It Toasts-Tru Fib-1-i rased " 9.r
3 c Thmea.Tru Flea -Gawk act 8moan-Slsr
Florldts Depailmert of Business & Prolessional Regulation PaN2 d4
BildkV codes and Standards 14502=
Product Approval Application Detail
l Btu 1a Date PmdftA1sg
ssaYad E,vsws 4Llr"nss WRdatidere FIK&glum( Agog Ella
9taeJoebansrn LyTrdalF.scemmP.E. Ryan J.113%.P-E 04M52O21 12141/3020 04rW021 ofNelrD21 AVRvwd
000)&43-7628 Pts43401, (813,187.6556
tiaapStea�dheRaffiNC
as
IMlmhal 6039.0 4gud ImpadBqudt. Opaque
Coop- Edge Fiberglas. 9nye Door
Iln.ahn9`L11tswMg X commute")
Nonh.i 11"n',s &stud Imp.04qud'. Op. up.
Canpeste Edo. Fbadeefq;4. 5ADoiSd,IN(41 pnwnyOMnAa9 X0 OX M OXO
PolMeerali hs)
4,41M 64119.0 4gxe impact iquot. Opaque
Canpoue Edge Fittingness DmA#e Door ant, or
Mahal SetMtac rhzwngOutar. as XX a OXXO
gal9paraam4)
gwtxjmum
nti61rJ6tErmiratitssfirer
rya
10.t1
No
&Rzgmd fib Date
outside.Hleti
Yes
knmd
Asielaac
Yen
pasnes
Milan
re,",
17/312026
12r312676
he
Yes
yes
WA
12t31R026
NO
Yes
Yet
WA
4
d Thamra-Tru Eger-ClooW aid 9maoMSlar
Nonni 8sSK31110 &qua.atgE&Wa5 Opsw.
123120M
No
Yee
Yes
WA
Coma, 509 Fibroses singis poor
tnaMyOubri.p. X cenitPe*ace)
5
e. The- Tru Fiber-Chn- and Snao&-ter
No"" 8aa38,0 4gId;FlpeaHnal Opaque
12rJ12offi
Pb
Yes
Yet
ALA
conpoete E.tye Rbey¢ss d9it Door Wth
Sde tersi In e-k oOd ming, XO. OX aOXO
mr6geratianl
6
fTMma-Tru Fbr-C4ait and 5tnooe+-filer
Nvnred RIM.08gralmoseillii Opaque
1Z01R1126
W
Yes
Y.s
WA
Corrosion. Eds. Fiber lea Doubly Door An or
without Sidi lh.MnyOd.Mr p. XX a OXXO
caefquratiors,
>
0. nlanna.T"a RherLWlk are Smooth-61.1
N4mlleal aea3aa 14Wa.Yrpad&gJat OWd
12d'312Li78
ter
Yet
Yea
WA
Cempos ee Ed" Rbrpass R.O. Uwe,
(hsAMgrotaaviap: X eeMglLaemy
6
h. TaamrirT. For{psis aril Smmin-Star
Nanml 6&a3gD squa.Fpad4quat Gaited
12312132t
No
Yas
Yes
WA
Caroo"n. Edge Fiberglass 9lrgM Dar run
sdN*ks) (0*4mt0oLtwno: AD. ox a 011110
Neltg;e lI""
s
ThermR-Tru Fiber -pack and 13noaM9u
No"Ind 60341A 8quo:i mpaaa4la Gated
12:1i2026
W,
Yes
Yet
WA
Canaraire Edge Viborg- D.AA. Door sldi or
MtaM 9rrlt.a lNaMnyOeks,rng. Xx a OX](O
callluratiersl
10
1Tthermt-Tru FlberClssSC are 5,nodr-5ler
Nar1r4/ 6&OWDO ⪥anpAd&Wa GLAaad
12M=25
No
Yen
Yes
WA
Cwposte Edge FIOafAss iX1g1k Door
(InnoMWOMserikg. X tmlguraa0n)
11
11. iflaret-Tru RDa,Clestit aid 3;oon-ear
NaMra["X39A agla:rrpeddigna Gated
1b^.D-1120e'.6
NO
Year
Yas
WA
Ctmooate Silos Flberyass 813* Dax In
9aalaN1l) ("' Wtnyoa nine. XO, pX a OX0
ca6eurvI
12
1 T/hImns-Tru Fen Llama row Sr der 9r
NrmirW 6au9o4gra.troeasgla CAazea
121120M
No
Yea
Y'n
WA
Ca pom. Figs libr igi.ss Double Doa ten a
tAheur Sdeates (henny01MA1ng. )Oka OXXO
a Viralmoi
T.;
in TAadma-Tru Rber-CWak aid awr.ula-11.
MtaAtal 4da39A agia:,rpra&gleb Gaited
1^.d3'1r2ax
)let
Yas
Y.
WA
MAd.d ORen cdnpoaa so" RhsgNa 6hgle
Door i namyl7utaWrrg: x calagn Rnmi
14
n. Thema.7ru nb.-CI.W.m 9m:ner$Ar
Nomra1644396Zol.i pecAmet Gift"
1=112026
No
Yas
Yen
WA
Moa3ed Open Cbmpotae Ease Fargsa angle
Doe wIlh Glee.d Mosi OP. Sid Milne)
(naalrryDe4{Wl.j; XO, ox a Oxa casasunaeonA)
16
III Tn&"*TN Rbet-Garde and Srrsorh-Sear
Norrined 41La0N A 8ged:A:pia3iq+d ONaad
121312026
w.r
Yea
YK
wA
Mddrd Open Composite Edge FtberdsaA Dniti.
01 M or+Ndhoa OAasd Marled Osten ehdAeles
XX of oxxG )
1s
0. Th-Tn Fibea-Can.. Aral 9nrtrXh a.
NaNnr 6E639:544aoi iot opaque
aa4t
123121726
No
Yes
YK
WA
Cehpra4. Edge nbepA- a.pe 01a W an
M" Open SadrbN) nnvospoutum0: X0. OX
a OXO ""go r "e"
17
g Thorson, To Rb n-Claret And Smooth -star
No tn" daR3B Aagwl,;arpaaBgsuC come
123ir2026
NO
Yea
sip
NAA
Corrows, EA1e Fiberglass Double Doer Mb or
aibM Gazed Marled Op- Satellites
(hsanyQn"iag: XX N O= emapura6arel
Florida Department of Business & Professional Regulation
P pe, or 1
Building Codes and Standards
snr2m
Product Approval Application DeW
March 6, 2023
PRODUCT APPROVAL SPECIFICATION SHEET(2023)
As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 for a
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Presbures
Exp. Date
1. EXTERIOR DOORS
A. SWINGING
ThearaTru
Fiber -Classic and Smooth -Star (NON -IMPACT)
FL.20461.1
+67.0/-67.0 psf
12/31/2026
Them, aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20468
+67.0/-67.0 psf
12131/2026
Therm aTru
Fiber -Classic and Smooth -Star (IMPACT)
FL20470
+80.0/-80.0 psf
12/31/2026
B. SLIDING
MI W ndows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/40.0 psf
12/3112024
PGT
Series 5570
NOA 21-0205.03
+38.7/-38.7 psf
4/ 14/2026
Pella Corporation
FL2646
C. SEC11ONAL
Wayre-Dalton
Series 8000/8100/8200 #1105 (8X7)
FL8248e3
+31.01-35.0 psf
12/31/2023
Wayrea-Dalton
Series 8000/8100/8200 #1123 (16X7)
FL8248.10
+30.0/-33.5 psf
12/31/2023
Wayre-Dalton
Series 8000/8100/8200 #1124 (16X7)
FL8248.11
+34.4I-38.3 psf
12/31/2023
D. METAL LOWERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single & Pairs of Doors
FL11537.1
N/A (see inst sht)
12/31/2025
2. WINDOWS
A. SINGLE HUNG
MI W ndows and Doors
Series 185
FL17499.2
+60.01-60.0 psf
10/812023
PGT
Series 5500
FL239.2
NIA
7/3012025
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
2116/2024
Pella Corporation
Series 10/20
FL11161
+30.0/-30.0 psf
3/27/2023
Pella Corporation
Series 10 Sliding Window
FL12811
NIA
5/25/2031
C. FIXED
MI W ndows and Doors
Series 185
FL15349.1
+60.0/-60.0 psf
4/312023
PGT
Series 5520
FLa243.5
N/A
4/30/2025
Pella Corporation
Series 10/20
FL6694
+50.0/-50.0 psf
711512024
Pella Corporation
10 Series Flange Fixed
FL16280
NIA
5/2512031
D. MULLION
MI W ndows and Doors
Series 5764
FL15353.2
NIA
12/31/2024
PGT
Series 5500
FL261.1
N/A
5/26/2026
E. OTHE R
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
NIA
12/3112023
B, SOFFITS
Alside
Solid and Vented Vinyl Soffit
FL15272.1 - FL15272.2
+75.0/-75.0 psf
12/31/2023
Alpha Aluminum, Inc.
Solid and Vented Aluminum Soffit
FL16544 R5
+54.21-54.2 psf
7/30/2023
C. OTHE R
4. ROOFING PRODUCTS
A. ASPHALTSHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
12/16/2025
B. UNDERLAYMENTS
Tamko (for Shingle Roof)
151b Felt Underlayment
FL12328
NIA
6/29/2023
Plyglass USA, Inc. (for Tile Roof)
POLYSIICK TU MAX
FL5259
N/A'
12/23/2023
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp,
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
9/912026
Florida Metal Products, Inc
Vent RV 10
FL21580.3
N/A
12/31/2024
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
N/A
12/31/2025
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
NIA
12/31/2025
F. METAL ROOF
Drexel Metals, Inc.
DMC 100NS, DMC 150SS, DMC 175S, DMC
200S, DMC 5V
FL17679.1
+01-180
12/3112025
5. SHUTTERS
A. STORM PANELS
Globel Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15076.2
N/A
12/31/2023
All American Shutters & Glass
Galvanized Steel Stonn Panels
FL17869.1
N/A
12/31/2023
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
ANCHORS
USP Structural Conn.
see chart
Simpson Strong -Tie
see chart
B. TRUSS PLATES
irAl Building Components
Alpine Truss Plates
FL1999.1 - FL1999.4
N/A
12/?1/2024
MiTelt Industries, Inc.
Truss Plates
FL2197,1 - FL2197.5
NIA
12/31/2024
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, 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
Hi h Strength Concrete Lintels
FL1774
NIA
512512024
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be
available to the inspector on the jobsfte; 1) copy of the product approval, 2)
APPLICANT SIGNATURE
DATE
Florida DepaftrTunl of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Pada1 d!
10.201
Eatltilg[
➢tle Oatt
eme Pawing
Im
�s Version
�i gar
Enolneer & Ucease ValWaled Br
Validatral bubmiftd
FaC Anmowr
,mynd
Rwa non 2020
Themla-Tru Corporshm
Steve Jaspertoo Lyndon F. Schmitt P. E Ryan J
King P.E
07i23r2020 UAW=
07r2WM0
lorl3r2020
Approved
CUagay- Exleeq, Doors
(800) 843.7628 PE-43409 1813) 767-65W
SUbM4gory: SAMngnt ENWe Docv Aaammbrat
m
Corpignas Wood: &sJualion Report from a
m
Flnrds RaglslaNO Ard too or a ucahsed Fiorda
Professional Engineer
Elm
CluadinfAssurancs
Aeoaoisd for Lhcal ARNRIN
aor Uss
yLOU
220C
Lb!
Product Modal. Nor bit or Naga
Pmftet Deft nofbn CartNJUEXei"on
DOW In HVHZ
Outside HVHZ
R441ato t
pmptyAa
1
a. Therma-Tru FW-Classic and Smooth -dhow,
Nominal 88AF398 aquotknplu;t&gwt Opaque
12131 r2=
Yes
Yee
Yes
WA
Composite Edge Fibergiaes S'atgte Door
(InswtglCsttAv+ing; X mlt6ghartion)
2
bTherms-TruFber-Clessicand SitoothSter
Nominal "Me 9quotlmpac%quol;Opaque
1713112022
Yes
Yes
Yes
WA
Composite Edge Fibingleaz Single Door wth
Sidel te(a) Bra raingloc uaaing XO. OX or OXO
configurations)
3
a Thelma-Tru FDer claaek and 9roonStw
Nominal 6&r139; 6 Qquotknpactlglwt Opaque
1201r2022
Yale
Yea
Yes
WA
comp.mhe Edge F.WVLaas Double Door with or
whmeid Satellites gins wngiOutwnng; XX or 0XX0
mefiguratldnsl
4
d. Therme-Tru Filler -Classic and Smooth -SW
Nominal a&"P.0 "bnpact" Opa uia
I V31 C2022
Yes
Yes
Yea
WA
Comment: Edge Fiberglass S41Ok Door
11naaengt0an saing; X configuration)
5
e. Thema-Tru Rbeir-Class. and Snodh4her
Nomnsl 8aA3g,D 9ghntanpsde quot Optaga
17nIrAM
Yes
Yes
Y.s
WA
Com; Edge F,beiglass Single Door wth
SideRels) (Irlwousaie eeliang XO, OX or OXO
configurations)
6
f. Therma-Tru Fiber-Classe: and Smsolh'star
Nominal 8803g,08quatbnyact" Opaglw
12131r2022
Yes
Yes
Y"
WA
CempOrba Edge Frl» gilain Dou ble Door wth or
wtnout Sdelibe (Iream gi0 alsonng XX or 0)0(0
'Mitureltons)
T
q. Therms -TN F1ber.CII and Emooth.Star
Nominal "irsto8 a4r ckimpacY&quo¢ Glazed
12131 rd]22
Yea
Yes
Yes
WA
Composite Edge FibetgAss Single Door
OnsWanglOutAWing; X confgurabon)
8
h.Ti.Yma-Teu Filter-Cledlic and 6mtgnin w
Nominal 0i39, 0 klaotanprd3itiuot Glazed
n2rJ1r2D'12
Ycs
Yea
Y4ra
WA
Ownpoetto Edge Ftlwghese, 8-Ingle, Dlwr with
Sadvlu► s) Orrowrty0utrneeng; XO. OX or OXO
configuratons)
g
i Ttwrma-TruFibN-Cklmcand Smooth -Stan
Nominal 6&M.8aquotknpact&QuMGlazed
inirL022
Yes
Yes
Yes
WA
Cam"be Edge Filefglass Dou bee Door all or
wilt" StlaRea (Inesen91Du18yArig, XX w OXXO
cord1gurasons)
10
i "Therms-Ttu Fibm-Conan; and Smoethftlar
Nominal 8&N3$0 &IuctimpactSquot Glared
12r31.012022
Yes
Yas
'Yea
WA
Composite Edge Ftelglaas Single Door
pnmingtt7ulwavl X cardigurraon)
11
IcTharma•Tru Fber.Clmsle and Srtlawn•5tM
Nominal ada3B0 aquist;l pact" Glazed
)2131 12022
Yea
Yee,
Yoe
WA
Compmne Edge Fbeglar4 Single Door naTt
3idedite(s) Oiaxtinpl0utswng: X0. OX or OX0
oonligixawns)
12
I. TherrnrTru Fiteir-Chstac and Smooth -Star
Nominal 8&AM..0 &qua lrnpaet" Gamer
12r31Q=
Yes
Yes
Yes
WA
Corn be Edge Fiberglass, Double Door wth or
witlhod Sldeaae (kewingAkasWelp; XX or OUID
cohligura4ons)
13
m. Theme Tru Fiber-Ceneac and Smooth -Mat
Nominal 64a39:8 agLietlmlpact&quM Oppqua
1 Z131r2022
Yes
Yes
Y06
WA
composite Fiberglass wait
"fNon,drn;wcIAq ; SWeIMe e(s)mu
(I nrNhirgi0uisweg; XO. OX or OXO tYaThgdablXl6)
14
n.Therms-Tru Fq W-Classk and SmoolKlbbr
No.416&13g8>aatlrnpaeNsI Opaque
IV31 Q022
Yas
Yes
Yoe
WA
COmpdote Edge Fiberglass Double Door Witt
"Non-Inpact&ouot. Sadelitss (InAilalyQaswrp;
OXXO corl6guralion)
15
0- Thartp-Tru FoerClaosic end Senoo"tor
Norrsrwl a6a38D &wzle. it quot Opaque
12r3i 12022
Yea
Yes
Yes
WA
Compoe to Edge Fasiglass Single Door Wpm
"NorrMpsdAquot: Sadslde(s)
(I niefflogitats.";OX OXO cUist
16
to Themal-T ru Fl ber-0mate and Snwoeh-Star
Nomdnal8&& O&gOPsiiaria)
mipaQ&qudt pdgtai
04
1213112C122
Yes
Yas
Yeas
IJrA
Cornpoade Edge Fiberglass Double Door Wit
8guotNaAlenp sclaquot; SMalltes (I raleung(C losing;
OXXO carfigura ion)
17
q. Th+mtta-Tru F,oa-Clessc and Smooth -Star
Nominal 81114389 EapktNon4mpacMkrA* Opaque
17131 r2022
Yea
Yale
No
WA
Composne Edge Ffi4rghesa Single Dow
0 nsnegJOulsNeg; X configuration)
18
r Therms-Tru Fiber-Clasc and Smooth-3W
Nominal WW.8 "Non-Impact&quM Oaagw
12M r2022
Yes
Yas
No
WA
0ompd9fe Edge Fibelgla i Single Dow o rth
SidMte(s) OlawingrOufaweeg; XO. OX of OXO
00Aguralsons)
19
a T(wvrro Tru Fber-Classic and SYrornh-Sim
h4omiml6"39,8aquotNon4mpaa" Opaque
12f31r2=
Yes
Yes
No
WA
Composite Edge Fbenglais Double Door Won w
WAbnout Sbo*n (ma+drgrOuR.Nrg: XX or OXXO
crrnbgutaaons)
2D
t Thama-Tru Fiber-Clsisic and Smooth -Star
Nominal 86639,0 &gluMNIon-Impe26qum Opaque
12r31r2022
Yea
Yes
No
WA
Composite Edge Fbeglaas Singh Door
(Insaargi0irlersng X confguresom)
21
u Theme-Tru Fiber -Classic and SmwMSGr
Nominal 8&M..0 &guotNondmpsit quot Opaque
11111112022
Yea
Vas
No
WA
Compoate Edge FAagtana; Single Dow.tth
SaelaNs) (ManinglOulsw erg' X0. OX or OXO
Wrtfidtera ionsi
22
v. Thar -Jinn Fiber-Cl.--d SnmlMSFar
Nomn.l 8&039:0&quat,Nv`Irtgact&ger * Opaque
12/31rr=
Yes
Yes
No
WA
Composts Edge Fiberglass Double Door vdh or
Without 5ideliws Onsumegl0unwing, XXor =0
®rd'guaaiorn)
23
w The rnra-Tru Flber-Cheae-c and 9ratooth-8pr
Nomnal081119g8 &quctNo .lrrpaa&wQt OlLeed
1=112022
Yes
Yea
No
WA
Compows Edge Fiberglass Single Door
24
it-Theme-Tru Fbm Classic and SmpahSsr
Nomm .$ era uotNah-1��
npacf&quat Glazed
12r31r1D22
Yens
Yea
No
WA
, Door vAtiapbRwhgSwOX or OXO
oonFgLilalon5)
25
y.Themes.Tru Flber,0sswc mid Sntooal.Stw
Nominal 611,111"teon.lmpaxaquot G1e201
1213112022
Yes
Yes
No
WA
Composite F1dgai Rhagass Double Door swat or
Mhout Srtlalltes Orsm ing(OuMrhg: XX a 0)01O
cordpweaons)
26
L The"I Tru Fber.0asshe and Smoott SW
Nominal Estill ,0 &gUccNonI paet&quck Glared
12131r2022
Yes
Yea
No
WA
Composite Edge Rherliess SAgfe Door
glreAatglOutswrtg. xvionfouraton)
27
ra, Thane-Tru Flow -Ciaaiic and Serouth-Slar
Nominal 8&aI "Nwrlmpact&qul Glazed
123112022
Yee
Yee
No
WA
Composite Edge Fbargoau; Single Door With
.SidelaI Onslii rigiOutalaing, XO, OXa OXO
wrtfgtxaaonsl
28
ale. Therms-Tru Fitter-0Lmaic and Snuotli
Nominal 88JI39.0 &vuotNar Irrpec"ut Glazed
12t311202Y
Yes
Yes
No
WA
Ctrnpospe Edge F bergias s Double Door wet w
without Satellites Olwwrngi0ubaving, Via OXXO
c®rdigumons)
Florida Department of Business & Professional Regulation
Building Cocks and Standards
Product Approval Application Dealt
sips 1 a2
I 1
WAWA
996
I= Y ME
mwmmiibaK
It g
tHL& FnArerl la.. xilawwASolhatithid
20 291
Date hod
M Anioraaa
Aatx
hulaagi
aJirtui
Rwisan 202C
her rillnd0.s and Dona
9en16hlrlger LUro Rabe" Lomas Mrien K L". PE
109er2020 10OW2020
11119,2020
17n5O020 PI meRYOt�'ih
CAMPOW. 6lMor Doers
/7171365.3300 P& M14 17171317-6454
�ie
&bCralli String Everor Door Anwbsn
osvngr(grnr.m core
for compliance
C4rpwnco k$mho* Evaua9cn Report I'm a
Fe�fa Reel"end Mahnerl a a ))cost need.
by Deb'
f�
F4oNsabrrel Enpin.er
lM a
h1>4u41 ModN- Plant), or film
Quality Assurares
$.441161Q1aBMllao SAD1u6Lla lot
Marseed car Ufa Alogrovid
IILi�Q1i outmo
Far
NVML
,nose{ g
A4� laresusury
1
SERIE3420ALVMINUM SOD
SERIES 420ALUltNVM 6CD OXO 12*1 n0Y4
me
Yet
No WA
14S3N4gve A40&pud: NCMVFREINFORCED
2
SERIES420µUMINUM9'0
SERIES 420ALUMINUMSGDOX. XO.XX 12r312024
No
Yes
NO WA
shedqud]s0aquot NOIvREINPORCED
3
SERIES 42DµUMINUM SGO REINFORCED
SERIES 420 ALUMINUMSGD REINFORCEDOXO 12i31r2024
No
Yas
No WA
1413146q.dx96&4M.
4
SERIES 42oµUMP'UM SW REINFORCED
SERIES 420 ALUMINUMSOD REWFORCEDOX 12OW024
No
Yes
No WA
XO. XX SBequdx94agrd,
5
SERIES 420µUMINUM SW REINFORCED
-SERIES 420 ALUMINUM SOD REINFORCED XXX 12r312024
No
sin
No WA
1438a ool:.ssshwd.
Florida Department of Business, & Professional Regulation Page, d1
Belding Codes and Standards 109=1
Product Approval Application Dotal
.tile
I:EOE
_
me Gtu2mklsm
No
.Aft Version
Cont 16 Ashler A L orm
ya"a"' W
Val SubmittedFEC AObmYM
Apeormaffi
4lW&
R"BW 2020
We".0.1ton, a dd"rr olOverhoDoor
d
O wryn. Korean Jahn E sidenes
ason, P
jersey AmE
1 W 2R02:O 09CA o20 10232020
12M&W20
A1XXead
Crponow
(340)7634121 PE61737
(904)821-5200
CaaOary Enertd Doors
dkoe-ihaWeyne-datm c
g1LCrege r Sanibel rmlarler Door Assembles
der
Caept - a.0use : ErruWien Report Rom a
Florida RegisleNdA(aW6Nt or a Li tomes l Flotd4
Froreesial" Erpnrar
a.a 6
Product MOM1L Numbers Wray
PLOOLEt DtKdOdM
awtl tdtrEaa
calUsrl EmlNltlon Dail
AgounILIMMU e9e01MILIff fit
E111VNZ
tua
RNMKl
magm
Prmury
3
8Dm;6lmm70041105
2,161139: Mew, eidh 14,11611131 Mu h.Ight. Gletddg
12131=3
No yes
Yet
•31,00.0500
A^ tbN an rib or imbRrudid, 1"ldn
10
80nA41DOMM00l%123
/6&M, Max width. 14&R3a. Maz hoot. Gazing
1211
No Yes
Yes
.30.0114350
available to top a leaeradlre section.
11
OODMIDW20001124
164M loss" on. 14I011 MAX height. Olsang
12131.2023
No yes
Yes
•34.400830
ew40te h top a h74Rn.tllrt section.
So
mas VA tom
RW%w 2020 Cornea Dvhamof AAD3, III
Casadry: Ex.enu Dcws
"CM#Wtr. Exterior 0" Cdnporxms
Carplari MMho& Oarli kaaon Mark a Lbrhg
F La1153TAa FModuda
ate a ttoduid Mod". xunmp er a.na
1 407, 107, 127, 747, 757. 177, end sir Sink and Islas of
Oars
Florida Departmner t of Business & Professional Regulation Peg. l a 1
Buildng Codes and Standards I'vM1
-- -Product Approval Application Detail
ln2v,N - 4At. 21114 Date PMtdro. _ ttia
S Fnanrera Lra...<. Ytlatgm xdgm awmm LWL&al m beano) Mika
Tom ROW UL LLC Troy Bishop, F.E. 12n0''2020 12M1a2020 1221r2020 Approved
1) 494.2813 l!$4) 94745110
tan. reusyct.ar Aeloy.C.
m
Qrsa18. Asaunnidi ImarI pnim
;ROMWt„( g r.aattal Emlrrlm Dada In W" Oyyyo,FIM,
FlerN, Glared, and Ouverad angle and mks if 1Zf31r2026 Yes yes Yas WA
ndlw meta doors.
Florida Depertrnert of Busiless & Prdt 3siorte Regulation Fag.1 a2
Biding Codes and Standards INMI
Product Approval Application Detail
Q)
�o��
�i
Q_
+-+
Q
2
Q
O
O
O
Q
O
O
C
o
U_
O
CLi
p
>
.�
W
Q
-
Q
�
A4-
..r...1
'
>.C.L
.-
VJ
Q
JUL 14
eview Assist, Inc.
ompleted and approved
h the 2020 FBC 7th Edit
Inne Klahr PX2300
U)
L
(D
U))
y /
ca
>
O
o
}a
0
"""'S
O
L--
W
F-
w
Z J
Z
Q
J
n
SHEET NO.
PA 1.0�
U (D
Florida Department of Business & Professional Regulation
Dap eg
Page
p
Fonda De rtrnent 3f Business E Professional R ulation
pa #'g
Pap, r1
f'7praria Di9piartrn9M d Business & Pn#essionai Regutafaan
wga I art
Florida OapartmaM of Business d Professional Regulation
Peed t da
V
Building Codes and Standards
1125M22
Build' tg Codes and Standards
lWall
Building Codes and Standards
1152021
Building Codes and Standards
1i5 =1
Product Approval Application Dlnll
Product Approval Application Detail
Product Approval Application Deta8
Product Approval Application D@W
O
sr�suEntilly
or
20
,Qigt
Oak Pandilb
FBC
2lig_
1iaY
134
fill ➢ltl Data Pedro
lmara
Doe
2bt Dore Pedo �
({'�
� "' �
(�
Yandran MorkLadufw
conad taarnaera1idenae Validated By
Yell
SubMdtod
Approval
Approved
ALVl!
trot Wool)
l�rtuhtturr
wag �naraUcesw Widowlw
an wed WAmdovd A000ved 4tagl
JZLK Vim-
5 F�Y41lrota bf�Qffi
YJidid feAn=
E!
JIaQglld
Sam
Blot Yl�
2it
EaEWKLLkiOi! Yet
YAW" &hill= FaCAro,er1 ABA
aan
/t �•
Reviles
2020 Themery. C on
(lets - Lyndon F. Sdsmidl P E Ryen J. King. P E.
10rdJ12G11
OB 18(2021 1Ur13r2(121 12T15(1(121
Approved
Mlmataa 2020
PGT Irdu9rke
Jr.a Rourr� Mee i-DMe BCCO -CER Aae-Cade 6CCC - YAi
17A571020 11 ASr'LON itrY 7T29 X Appaa+M
Re.Mkrr 3020
NI vYnd 7�n and Doors
E}enl9hinpcf AmtfiCan ArU ita'fdrd seven Y lhi.h. PE
)OUar7020 1 WOar2020
1W19202p
#pproed
Rev- 2020
W Weld- and Cars
n9r
Brent altr Amedan ArdlMdunl Staten Y tills, PS
1102rm ➢ 11/22120aa 11f1MO2o
Approved
�
J
3.7wBn
Category: EXterlot Dom (8Df!) 813.7@28 PE-d:4109 {813) 787-6555
nor D
$ubGlayDty:Swr�ng Efdsrwr Door PlsremNies co
eda�er winders
(a11)486-fit00 r,786)31525s0
CasgPly: Wtwbvrs
!Ti T; 105-s30] AYnNacturer: Assoct•non ,7171ltT4t4':a
Calapay: lNndPws
Fred
i71773at-33D0 MaeuBNurR Aasaarlm f717)117-611/
bdWg.*.*d.soddt
�f
=
_V
c
COmPIlarm MMOd: EValuston Report Boos a
On
BrCCah0o7 "e Hsng
Irworlld@pgarwiusaiakC
16bCd4pOry: HOri7Jmur irde
msr3rgtrCsmhG_twts
"C11009 :
Coarlp lrra "hallo
la•Ihvrt CalhFtprn Mark
T
F lords Registered A:chtect at a Licensed Fba ida
Com*tr MathW-. Cndladm Mara a Listing
ardl
Cr V%g lolho2 CerlaKnlon Mark a LnrYig
rl
0
-
W
Prrfeesiontal 5lgirmar
FtI238412a Proasn
Pta11YAJMa
Ro�ede
L
F LlaOlatat7
Pralurh
OualRr Asso-axe
Aa;ce2 flaUw Approved rr use �
(hallo Asgurara:e
Abererad for Uw Amrowd for Uw
�
gdw
111WaYLlraaort
AUKMM919LMU Ango3odALg l a mat
Ille1�
O Q
O
Aopmv4d for Uae
�
filed+
AoAK1 afddaL tanDr a Mu1+e
Cat
b.tikhL $f91lb.rilLhi PltiilrCi
$laI
f'ratlhict oasaldlan contract Emomum
lA2flQlL
BaaWln
$lif14
3!g!
Product NOW. Nentin allures
tiQl�S1.D Start
lILiDQ1i > �
�Itt
O
LL-
JJ
ae a
Product Model. Number or tome
Product Oascftot an Contract ExWradmis
gala i1
MVNZ
QHDWe MvMZ
Res)�M
PrelaUtE
2
SWAM. Large Wet. tnpdot)
Vny1 9n0e dung WMa+ g?i3orlo:•3
Y. Ye, tee MIA
t
HS tfp F;n rw Flerge Frr,r
73a�.lnwidad Gnu fu'16Re24
No
Yes
Nn
.SY-53
1
185 PW
73. 72 Insulated Naas 041man023
Me Yes No
-owo
lee
1
aThenrei Thar -Classic and Smooth -Star
NominalSBa39,8 AO+aet Non-1 rrtpootaquol Opaque 12131/2022
Na
Yes
M1
NIA
`v Q CZ
AF-
>
Compatite Edge Fmerglaed Sidgte Door
Outsw X
V0
(Inswin gl ing. o3Rfigulatio n)
Yes
W
tVA
O
2
b Thern�Ttu Fiber -Classic and Smooth-Slr
Nominal 8aar308 11quot Non-Irrpegd�tgt Opaque 12/31f2022
NO
ts Do Composite Edge Fiberglass Slogor with
S16mbe(s) XO. OX O)LO
�_
Q
Qnewdngl0utew:rp: or
, r-p
�r
♦ uJ
cddigureform}
Non,l Opaque 1213112n22
NO
Yes
Ne
NIA
4-
ti
"CU
3
C Tnarma-Tnr Frew-Claagd oral Smooth-5Lr
Nominal uM; l das99.8 aqnperXS¢tot
Flnrgaat Compo90b Edge Dor701e Door elan or
y
without Selditae (I rworg+Ouaning'. XX or 0)CSr7
otxtguntlions)
4 tl. 7netma•Tlu F ba•Clsuo and Smacth•9ar Nominal 73ar: :n Agwt Non -I trgciagtioL Opaque 12r31120J;2 No Yes No WA
Compoaae Edge Fdlerglasa Singe Door
(InndrgrOubwang; Xcoffrtguration)
5
isThomis-Tru Flller-Ciabadc and Snodd-Star
Nomlrnl TaaF94,D t,:quar Nan-InpactatWot Opaque 12/3112022
No
Yes
to
MIA
Compoata Edge Fiberglass Single Door with
Sidalae(s) (I n"IngrOutsvdg_. XO. OX a OXO
oa+ninall ions)
top
Yes
No
MIA
t�L+
Florida Department if Business A Professional Regulation
,
�+Y e* t
Florida DepattrnaM of t3usheaa & Professional Regulation
F.gi t ,r1
Florida Department or Business 3 Professorial Regulation
F$ t d1
B
1 Tlfsrma-Tru FlbenClBfmC aAt SrtgOalStY
FWmhal BaR78;OdgWtrlort-ImpafffigLlOt Opaque 17/$1R022
Composite Edge Fhrglses Single Door
BUilo- rg Codes and Standaticka
11s=1
Building Codes and Standards
I&M21
Building Codes and Standards
I�R1421
awmngouemiw xmtaumbon)
7
{r Theme-Tru Fiber -Classic lard Snoolh-3hir
Nominal O&OAO dafroLt4o+rtrnpaAtagtak Opews, 124112=
No
Yes
N9
NIA
Product Approval Appllcatlon Detail
Product Approval Appltcatton Detell
Product Approwl Application, Detail
Composite Edge Fiboralm Single Door with
sdalite(a) nag XO, OX or OXO
-
8
h. Then a-Tru Fiber-Cla eie and Salooe+-Star
NPmavid SA KiP0 dquotNon-ImpedBquct Opaque 12431r=
No
Yes
No
NIA
Composite Edge Ft6argmu Oeutea Dear with or
SdYI
pal't aC
12ta 2" Data PrisidA8 12im
roo
Enlist, L
2ll 2111
P
am
blitz
➢m am DoLasm to
willinol S i ertel (lnsw1wolA9rring; XX or OXXO
�$ YtnsionlialimiliambimC-ded
bgueer A LJarr• Validated W
Vill 11611211111had F8C ARLmni
mm yoga
cmeet Er.lnar a Ureter, yatdbl e l W
Yadollog
FaC A--"
A -roved
gilhL
y4rSIM
Endhim a Lyaou ValNtad By
yydobd EtOmtttJl FICAnaribervil SpgpAd
.
0
tTharrivi Fitxr•Clasp; arsd Snnoakh A-af
mnsguranona)
Namnd 68 WA.6 AgmLNom-lmpaa6quot Glazed 1231r=
No
Yes
No
NIA
AROVINIM 2020
PGT Industries
Jens RoaraMJ 1A., sDadi Bcco -CER Mamo-Oadc 8CC0-VAL
11A105MM 11 F.151-d1M 11HItM20 pwf.d
RaA- 2020
MI"dtwsand Dora
R.It t3nanpr L64 RI-$, PE SewnM Mo, PE
1GON2v20 lWat2ox
107/a2O20
1215M20
Atysoved
AJIanldids 2D20
PGT lrbusa9et
Imas Rmwvm W1IenCMde BCCO-CER AaamLGm�RCCD-VAL
11R5RD20 ilK.501120 IIAIA20
Approgd
Composed, Edoe Fibrimliess Single Door
caeepay wvnae o
(W4 40b"IOD (',8ti^,i 316-2500
iTT)3G; JECarli PE-fi57t (717i317-545t
(786j315.25W
1MaeetaWn7utsvntd)<X0-4iowation)
s��0aarFhtad
Itaso pAM,realesC
au6CalgintrfrM.O.s
rrrnMuttrn
)rdaorbldOiMoDlsldJ9Mese
10
1 Tnarma-Tru Flber.Giattle" Smootn.3ar
NrmrW Bag3g;a bgerot<t trxn"Impetd glJcq Glazed 1=112022
lily
Yes
No
NIA
Campli w YMlhod! CeAKcattan W& Or 0.haing
Orn
Cwry)aanc4 MOML& En/Jagrrl Report Voss a
,
Cobalt almost Mdhod: Cemtatlm Mark r Users
an
Composite Edge Mberglania Single Door with
R.Ade R.O.W v 1 Arc I4,d a a treed Florida
Sidellte(at (I XO.. OX at OXO
tLQLLAMgassara
FYvlessrmal Engrnea
FIJIM-11113Pteaau
b0rlrinid Ona)
Yoe Uw
guile aentaro
A A�tgLvu kula
�
11
k ThemM•Tru Fber-Classc and tStrndh-bat
aglp wk Glazed 12371'p22
Compo
tilo
Yes
rJo
NiA
Raducl Yodel Mlaebr Those
-
AcvwW 1
te HYMZ tom{
P ax<ac PrM.3da
;� L`
3l9d
8.tf2lgs1 !:!1lTCt
f0.B1� dauuar HtaC tifENll
C9>aYm
lass Double
Composite Edge Fiberglass DauWe Door with or
to Edge D
YA hOLA dude ices (ItepingfOudeving, XX or OXXO
se_e #
5
a
PWIM iLerge Misslb Imperil
Mlyl Fhced Valid- 04730{2023
� t�l.3
Yea Yes Yes NIA
.
a i. U-
_
1
Williams fa Arl Door ad WMldoee
Mlmli um MJBBts K42OW26
Yee Yes Yea
NM
12
L Therma•Tru Fbsr42aasig rid Smooth Rar
oofminal tlM6)
Nominal 7a/3a;08quotNort-lmpscl8quot Glazed 12131/aD22
No
Yp
tb
NiA
`
h_, ��
5788
9 t � man
Verbal Aumr�um Muliri TV312024
No
Yen
Yes
��a
WA
Comprdac Edge Fiberglass Single Door
OrmnengtOatswng, X conlgusaaon)
13
On Therrrm-Tn. Fber-Cla -di Snnoth-%,
NomiW 7&MM;O JtquuLNo-ImpPdaqud Glued 1231/2d22
No
Yes
NO
NIA
Composts Edge F,"laes Single Door woh
SbdNAe(a) XO, OX a OXO
configurations)
14 n Thenre,Tru F1ber.Ciaser and Snndh.Sar Nominal 88a39;O aquoYFMn-I mpadliquet GMzai 12131r2022 No Yes No NIA
Compftsne Edge Flbrgtass Sing is Door
{M VMr4'()U awing; X and gLMatOm)
15
o Tharro-Tru Fifer-Cnsac and Smooth -kV
Nonml 88#39;0 aquotN0+ IM;dbVAudt Glazed 12J51I2022
No
ids
No
NIA
Composite Edge Fborglass Single Door worth
Srdeiite(s) (Iran risMurewmg. XO, OX m OXO
Florida Departmerr. of Business & Proressional Regulation
- Fie I d I
Fonda DepaAnlena of Suvriess & Professional Regulation
rage 2 or7
Florida Department of Business & Professional Regulation
Pqa Sd4
18
p Them'a•Tru Fbw.Cb mic and Smeotn-Star
configurations)
Narrated Mlslis0 bgwtNwi-I mpac7$quot� Glazed 12131120=
No
Yes.
No
NIA
Btildiag Codes and Standards
IWix,,i
BUildtng Codes and Standards
tOa9J1
Building Codes and Standards
NOW=
Cornpreda Edge Rb"law Doubts Door wnh or
w1hcxA Sidefift s 0nattynofoutswing, XX or 0XX0
Product Apprawt Application Detail
Product Approval Application Detail
Product Approval Application Dail
oonfi)pr$enfma)
17
q, Them-saTru Fiber-Cemc and 6rrooth-8hr
Na1vW 88MAJlquatkon-Imgadagvot' Opaque 12311202),",
Nb
Yes
No
NIA
Composite Edge Rbw&w Sing(e Door whin
- =,
- _.-
'"
, ;; , , , , ,
Transom,O7X canfgreoort)
ELESMiA$9
_ --:-
- -.
--
.:.';
1B
r Themta-Tru Fbr-Clilaeipapd StnodhSlAr
Nominal Nlln.88quottiort-i gwt Opaque 1261/2022
tb
Yes
NO
NIA
fig,$
DO pat Date PaKldia Vold?
jr3
Cost, 4L
an 291
ffi
2111
936
$OIV W
9rl ➢lls 1 A!r
Cenlpgrte Edge Fiberglass, Single Cent : Ate
LJia Y1618¢
a�IlfafalLffi
le i''mr a LYalse y
y�pp t F9GA®ta� Ag07iIIg gi
IYJY V--
�dridd .-
�4 ALKAM 9&WA§ t gL
kdLmw
FrIC Amrmrat
Aggalall
lead
$aE 3NLNM
AMMMU"
EMC= losbuLiill M X09dtm
� E29AMM99 anamm
am&
OrOXors) and Tran (Ir�sfwl0u evON: OIXp,
Rerair: 202d
Janes r{ariAe guikhp ProOdtb. +tore
Crrad taHt,ks Y. A -tire -Tan JaM SrrB.to, F.E.
^tA5v:02+ 12'14202(t G1JD#2021 dPg F8C Acpr,
Re.- 20A
Akid,
Mtn Th-Pson tyndan F 9dhmil. P.E R 1 Fn P E
Yon g
02n3Ro2I O7n V2021
02/22.'2a21
o4Ra1n2t
Aar erred
Review. 2020
OAF
hostel $ban Robert Miranda" .Ilan W. KMO.YKh, PE
12naR022 i2MWW22 IZOM022 02N7rg23 Appr-ad
19
a Therms -TN Fkw-Classic and Strtoolh-Sat
OfOX or OtOXO edrwlgalrmorMl
"gu
NWnw1 SUM,111 8gtKtNmn-kpscb8gigt Opaque 125112022
No
YM
t1b
WA
Ca/agorr. Palms Wens
t-ng9i 54"360 P- 1e52 ;)32) 367-mil
Cgsgwy; Pan. `N4rr,
M01922-.-W9 PEA3409 (613: Ta3/-6553
Category Roatne
taOC)TW3411 PE,40196 t9341 M-4224
Composite Edge Fberglass Singe Door with
amCateponr. sldng
BthCalaway, S.Si�
SubCM ODD. Arldtaa anaasas
r4grd4w torn
Mi
Sxudaen(a) P nawntgaOr t-st: XO. OX or OXO
Coepllante OM hOO E VAkfat(n Repot tom a
e colt
E-mall- amend- "4-an Report Item r
Carp9rlea ■allod: Evaluation Rupert tarn a
Cantnuouil Hand and ) eonnga,rxlaa)
F1raL Reghsbersd)"lace r a L-Vid PtPnde
F1o4da Reyvtend A,dhikct a b U-1 iloids
Hedda ROONOWAM*Ud sir a Lioenaed Flerida
20
t Thera.-Tnu Fi br-Ctasaie and SrMMRSW
Nominal Ba"P.D Opaque 1213r/'.'02]
No
Yes
No
WA
PnOts ors, €nor-
vrotlesslonat En pneer
Prd®kaa Fnioner
Composite Edge F7tsrgk= Sego Door with
Sdelike(s) 6nr;wanWC)utsvmn9: XO. OX or OXO
Ets131
F L.MS2724ts itppuda
Cartomwus Mead o
QW-PIV AMLEM Anorowdra tise Aeaton d fa tree ( �
Garth Assurance Abavred rpr tiee Am o ed for Iler �
AmwW far ur A2WOW to U" 1� I�N�
21
u. Thetma.TN Flber.Clas4ie and SnooDl-star
landicu tin o4nnicaatKtls)
NoMp st not Glazed 12f31/2D22
Non•Nntlre
Nd
Yea
IJb
NIA
DNA
Prop cIYddd. laanber or- him
fTOMW Dert,fa& Cdarad amaeWOrt Dore
In NYtlZ OutrWe MN1Z PrOvin3
aw a
Prate,ct 1PdWL lister n wnr
t4nAad disulpnon Coreact Omwrrm Bob
e, HVM2 Oirab Hyrrr
adaw
Pressure
g
�)j
a Edge ,befgtait Do
Col Wit) taw Fopadswin Shope Door IOX
pnswrngJOrdswing. X0, OX a OXO
1
f-erepwa Lop Siang
loot-arcrnt Iev irdng 12!#1P
Yes Yea WA WA
t
a- aqurx3!'atrpio[ 8n1a
-.
Vent a 2dld Vthe 9da tz/3512�023
No
Yes
No
WA
1
GAFApnet RaA BnnpM Is, uw m FgC nmd•IVIQ
FWrdssslWMorad 3rao, lamnagtl. g.fb end 12t18i2425
No Yea NM
WA
�9al�ta�elt�e(y
La9Mlgus FNad rid Ss, 00,160 rattons1
2
HrdePtene Lae Siding
I trwror o lop aldna Feu 4112a`ie
Y. Yes NIA WA.
2
C &W [Alin- T4Agea. 5arn+
Vent or Seed VNy4 Sea +2C1f2023
No
Yea
No
WA
iuhdldi-
ntpA,dpe DSpMdsnapbs
22
v Theme-Tnf Figs Chasiu and $mdotlh-Star
N=ml 830M 0 tWwt Nw4r uoL Glazed 12131/2021
No
Yes
No
WA
3
ch+.ud,r ermhrrer Nnupa P+e0n40039 Sofa
k1wr a Sdid VW0 30111t 1MV2:D
Nv
Yes
No
WA
Composite Ecme Fiberglaxt Sidle Door with
4
d aaud.DSAsfor seta+
Vent er said Va,1,t sore i213IQ023
No
rats
No
WA
S't*Mko($) OnswWayoutstMng', XO, OX a OXO
E a. l.gtaat,noder DasagwA. Sr4TA Vent a Sdid Vkey1 SRma 42rJ1I2m3 W Yes NO WA
coronuoua Head and Sr Wrtlgurataaks)
6
L 3rq�s0r.9ul r spot&gwrd, ZRA
Vent r Shcd lolwy Sofa 42f35!<G23
N.
Yea
W
WA
23
w TMmw-Tru Fibar-ClaaWc and S1wdh•Sar
NomirM9 611011 dgtaotFfon•OnpariQgwt, Opaque 123U20r2.2
NO
Yes
W,
NIA
Composite Edge Fibnlass Door Period, with Vented
55ddhi pnswriwohabwtrlg; XX XXX ee XXXX
configurations)
24 xThernla-TruFiwr-ClassicardSwoott-Star Nominal S&MOAguot.lon-€rrpoolagwtOpaque 12731i20Y2 No Yes W NIA
Compoeft Edge Fitwnghpp Deam Panels with Vented
Sideri e(s) (Inawavoutowsal;, XX X)0or XXXX
mifigudtoma}
25
y Thstdra u FbrLiassd and Smooth -Star
NomNsl GIWW 12/31/2022
No
Yes
No
NIA
Composts Edge Fiberglasa Ode, Psnels Wtf Vended
Sddb(s) (IrMssiregK3tr ; XX )= a XXXX
Florida Department of Business A Professional Regulation
Pox 1 er I
Florsdo Dopgrfrnent of Business 3 RM tasstonal Regulation
P.Aa l a /
Florida Departmert of Busaless 3 Professional Regulation
pap I at I
configurations)
Budr£ng Codas and Standards
tagxeJ'
Building Codes and Standards
,a12W /
Building Codes and Standards
kel2021
20
z Thermo-Tnt Fiber -Classic, and SnnothSaf
Nomra18aa39;DAqumhwl-lnuwi6gwt Glazed 1231121=
No
Yes
N0
WA
Composite Edge Rb"Isist LIM Panels width Vertted
Slbela(rg linswitarorfteay, XX Xxxa xxxx
Product Approval Application Decal
Product Approval Application Detail
Product Approval Appllcatio t Detail
menrgunurns)
27 is Thermo -Thu rd w4lasskand Snloctn-Sur Nominal0030.8 AgvJLNon-lrrsawl0guot Glazed 12131J2071 No Yes do WA
Compt7rte Edge Fitxry43a £`oral Dca with 38d93,0
117A3R
"lle(s) (Inswiriwot,ddiang, XE, OX at OXO-
PFPL.iS
2& 20 DO"P 211
Sdt9.t
lraltyal -
DWI 20
Do*
Do .fort -.
St901
W
2n an DM pindkin Ibis
28
2b. T1tar+M-T1u Fibr•dassleand eutnl0dh-Saar
ornrguranons)
Nomk+al8ad138;6ag+r firm-InlpettlAquot glazed 12131r,'M
No
Yeses
rda
WA
$'S vads-
Mlmdlmaar
Y>Ililsift
Yd"d
I vmv4w
mamd v"
Surd E.amwa uca•ab Y26dg"@
VAdtta t2b#W9ffi
FOICAepmlal
ARDFAW"
,,
Tv- ihnton
Manta wire
eardaa land -a U- Marketed my
Vaudd.d DA.Al d FBCA AD ram-
ask-
Conpodte Etga R!tbe+glaso DOUNd Doc, vote
Realiknn 2020
TAWO Budding Products LLC
KOM Elan go, ivl Nta"W Jots n W. Kn4zoNCh, PE
1004f2o2P r7a?7.WXX von2a2010 17Asr-020 AW-A
Rrnsxn 2oM
L V. Thanlpsrn. Inc We Thompson MNMecture
Tory Chu rt z&dwy R Priest 51rwn M Unch, RE
DTW172020 OWW2020
01=020
12n3+2020
Approved
Revision 2020
Ftat4s Mated Ptad ohl Ina
CIalt Jones JamMd L. Sutter P Ea &wan M. Utah PE
0e27R020 Willis 20 1004 M 12/ W"20
APPr i ea
3d139A Sidaklee itmnYMrtg1(FUFB'nirlg; OXXO
eahew.: R0.1.0
14171624o644 PE -else i19"7772-6224
Met" Cerreny tTAMCDI
16131248-34M PE. 74021 i717)3114454
cabo rAdding
(90+m?1%44M CAULK tergutoering 1117)311.8464
ualfigurfbon)
emc*".WV-kit"Wiynrds
kart,daorarda.-
agar CsRroahg
tonY pmnels"crngmm
Sul Cetpaiy. RooMg Aopssoris thid are tit
darsQPaeePamn PE-312a2
29
zrc, Therma•TN Fiber-C c and Snlooth•Star
Nominal 8&M.D BgtaoLNwi-Irrtpr Agwt Glazed 12f31Y^022
No
Yes
hka
NIA
Cam/alhrna aanaz EYPuenm Report tarn a
stboadaggry; Rootng kr, ' Ias that us, on
1W.0'st Pon aril. staring System
Composite Edge Fibtrgkue Slagle Door wth 3AM0
Florida Regnaand xeibd a a Lfgareed Flanda
I1fiea"aI PM dmt Rooting 9rgam
Cerp9aaye II•d1ed: Evaluation Report loch e
30
a. Theme-Tru Fiber S..KoIIi SW
Srtlelaa(� (I rtLwitlgfOfdarV rg, XO' OX a OXO
oonfiguratanns))
Nomnal 88MO Aquo"on-Impacidquot Glared 123t12CQ2
No
Yw
W
NrA
Prore.4e+Pnei r2+gneer
C4rrpnande ledhoB Ers[ream Regan torn a
Adgldred Adliteet a,a Ucafsed Fluncia
Roa Re
Florida RtpMaeriArrhilecl a s Uarnsed toddy
Professional Engner
JUL 14103
-Classic and
Composite Edge FMrplera Double Dater with
FJd12
tms�-_ssienal Engteex
Ftn1�..Rz Preda,rta
XM;0 SWeRn (InawingfOua inning, OXXO
Aao[Yadla Ll1t A9as>p1lSa van taarEd 1
F Let or IMMI Rrodada
pant uOlKfen
rumba Neme
Prorai DualWon
t�ilE1G1
Aftpr4Nld fa IIw AArrna9 to tea 1�
�
31
lore Tnrlltp-TAI Flbaf-G9diiC and S/nbOti.Slar
Fwmi� 7mposite a Snorter 12IS1f207I
Glazed
ND
Ye#
NO
NIA
i<taA
Frostier blood. r
OM.9/2023
.�D.res
Yq Mo tUA WA
nr'
AOOtinff" Use A2adu
rat UY
�L
i
�
j
3-� 1
"Ms
(ii1�(Z nr.s Nyka
gl
berg nd.
Sties Composites fsJga Glazed FiWr�ass Single
tip
1
TAARiO RK'd Underle>RrheAs (HY)Q7
Rod urimfaymadslr user 8C HVFn
!
Rnr�tt Oaarlplren S�3E9
� !?<r�YtlL
1llW4vel
!�
ilbl eaaged;
Alumaum ter ptche0 loco faallated 1 1
Tore Yet
WA
.
Door with or wdITM 1&400*2 "or(s)
paradcoon,.
+
TAMGO Fla Top Op -Ridge Will won bass tar /is,
26 ga. "C nor Yeall" with balno (ramm 28
Yes
Yes
NfA
WA
irvm 0.025' Nunrnum
.t
law (lrnpouwwkv. K Ox XO or 0)* configurebomal
2
TAWO Rod mf UnderrafineI"ON+141R)
podundeda'AnMNIn uses SCnen.MVW 06l29RP13
Ne New WA
vas
2
TANICO Uoosenack Very
26 ga. us"12 8
rip
Yes
MA
s0152.5
juriqrkwms
3
TAM:* Its -Rays Rod Vent wit gale
20504 Made root vearse r rite rilegraw battle osrof-1026
Yes
Yet
MA
WA
4
TAWO Round Top Da-Rylge Vend wain saale for rib
?d I. stale lad ventusa aril Mine 09/0912026
Yes
Yes
NA
WA
Virt i
l Review Assist, Inc.
Plans Rev
completed and app
oved
for compliant
with the 2020 FBC 7tI
Edition
by D
a Anne Klah r PX2300
Florida Departmory of Business d Professional Regulation
g
Page 1 M t
Florida Departirent of Business & professional Regulation
B9
P.gr 1 d3
Florida DeperlmeM of Business 8larolessbonal Regulation
Pater / a1
Florida Department of Business and Professional Regulation
Building Codes and Standands
SulldingCLXdes and Standards
IR2R,
Building Codes and Standards
YV=
Building Codes and Standards
3115l2Q22
Product Approval Application Detail
Product Approval Application Detail
Product Approval Appllcalon Dltalf
Product Approval Application Detail
>-
aairmallia
t
a
.. .
L.
%mil
ffv" Lld
No 29t Dada Moen 20
um
EllLW
flaLL poor
Diu PAG=
gals
bums' or
➢" Ent Dora Itr acing 20
Lae Ya2isf
!
Epp mar a situ Validated IN
YJttl91ons SubNftd fBa Ag8®fY Aea4m $lam 7
$rat Virrggp
Nwa!d Wm
CWA d 6nek11ar # Li wireymwded ore
FBC Arnte•d
Approved
virstan
ldidwium
Soniffi Monet A, userse yytOlW bl
)yahoo Illtamm" MAAl ROW
arm
FL116259-R31
R"snn M.
Lrmrxa
Kastm Jclisy :a- n L a-k- P F Steven N U-. PE
1 tR&1011 t 1R9i20% 11O 2021 Ai Q FR A :.
Revision 2121
A-, Roding
Andersen P.ae.l tAFMC Unadm Fwturam Lary W V s air
1 TMQV20 11A21A20
i1.G5f2020
APpawd
Revision MXf
GltDel PrDbb n products. LLC.
tan Roanson V*WATM Jr PE Join W Kriwevkh. PE
0QK)V DM I601111.12M lmi/20W 12/15020
Appo ed
1+Oda
2111111k
2M
2M S=S
caabaw R-Arrg
(300"34153 PE 1242 (71713171454
Ca<egar sinning
(601)xo-"i Snvttw LLC. (206) 854.0191
Caapay: shaken
'954168917sos PE-44167 (W) 772-67J4
VKSI*0, Manufeeturer Cc
C.br.t��� a,
i oglneer & Validated BV
��a,...�a.�i
Submitted
p�,.�a{��
LilaYliYl.
/����,.��t �..,,„„
Aiiprcyod "YM"" ed
suiasedir Rarong ru:assales mad re an
Iolggrai ion ofthe Rmkg "W
IgdleyQYxrtet.'e ctva
sancateewy! RoWng Tefes
C-p€Iona mwhw. Fv m- Report hone
R inMdersslr�Odr v
m
aeCatbgory' 91arm Panels
CdlllpaalN Met od: Evsiodw RepPmtm a
tin mna Gail en m
m
Revision 2320 PQLYGLASS USA Matry,Alpertt License John yy.
I Wfliin2020 10J2212020 FDIC
12/150020
c�pwnae learned: E e..t- Reporttam a
P. Eaaa ,n E fa
Porda Repab edArtMad r r w uesea Fadda
Calgp423 ory:Roofing S9531330Sm� alperkQpolyglaotxKnezevich,PE
,a
d
RRLr21i81nRobertNieminen
Florida. RegMeadArchaxtoraLoewseiPonda
FIe7YaRf2P
fit
Professional Engnwr
SubCamggory:
PE-59168 (9W 772.6224
11/0112020
RofwwadFJ ar
mk
FLaMlalaai M1eddade
Underlayments
Fki172n2.tl
Products
Q"W As unit"
Approved for Ude Approved
for Use
�
�
Compliance Method,
Adr
fruae far Ow
gip
�-
re &PM rid ErgRd
� p
I le e-"Co I t
4.
�-
ERR -
iA
t�
guaaw raKa
1!Ia 90A AId4t gg q
moor y. at aunty
_
lMIA
AQW&LAUMININ am= toolOL21k
hl WVkZ owdIb KVM Bull=
EtaaBlBt
Evaluation Relpartfrona
Aloe
no ALI=EMMELBRaimm
comma Enaldralm as,
in hya gNlllda KV Z 8sslaaal t5skua
9?
17
Thatm aamp- +"norm
ortwo - 81de. ShoeShoearanv gdk Snake
FIAt Rrdde - 4XxNtn. CA 12131OCM
N.
Yes
NIA
WA
1
20 Sees Galvanized Mad 8krm Pana
storm (,pn,Ygatad 4dyalirlPd 3aN m parwk r4bnW 120V7023
YYY
WA
}a
a FloridaX1a r a BfCd
ArGhttect or a Lcensed
1
Daek-A. ar (AA-4 TR4Butt D"-A. DA-4
w LAowe. PdWr pyen• 4. l:,,ne P.od V137IM25
Medeanrcty AStachMtPhr, wd DeeA em 1V
No vas rdo -07.
16
t9
Sexaoy pot- sWe, Shake 44mP. sod bb i a
or
Sry 700 • aMka, able anmP, SON 6Mke
lief fnnilr- Rot.; CA Qnir=n
Flat t>rri6M ;Yvc •lddnn, CA12r31I2C2b
N.
No
Yea
Yss
MIA
NIA
NA
WA
2
'_4 Gage 3alyanRetl died 81am PandaMHV'HZ
rAd'ty areas to provide Intimatedpchroti n
corrugated OU^al.lred Steel 9[orm isolate reasoned12131Qg23
M. Yes Ya
WA
CID
Florida Professorial
20
27
5•aeny 700- shake, lore aamP. son shako
Terms Ewan. I Bri-loma
FqI Plot* - R stP. CA i ml'2020
Hon Prod, - Katy. TX I MMOC20
No •
W
Yes
rats
WA
MA
WA
MIA
onto by tradt4 to povIlle mumdom Proletnon
ie w
Engineer
FLA6�8-RS1 ProduiCtS
2a
pits
Lot Ptcae .Kay. rx Izrslr p:o
N.Ya+
MA
WA
Ouali N Aseuranea Approved For use
u Annmad
for Use
�$g,
9s a ProductYpdd. Ntambr or Naaar
Product Desaktlon oat* t Exdrabn jp�jTs
Q('
P@tgag
I
I
Pdyglan Rebf UndeMyyi etas
Rooting undMayments 10/21J2022 No
Yes
WA
+WA11722.5
1
Polyt/aes Roof Undedaynlergs (HVHZ)
Paling s roof uaiderlayrneats far use in FBC r2/230023 Yes
HVH7 Wdrdichors.
No
WA
WA
2
Pdyglass Reoi Lfndelayraerds (hart-HW iZ)
POygM95 roof undenaymer#'S, 4# use in 12/2.YZ023 No
yes
WA
+WAf-=5
�ttE
FBC non-MVHZ jurisdictions
Fiords Department of Business 8 Professional Regulation
pa" I d 1
Florida Department of Busineas & Professional Regulation
Pep 1.41
Fonda DeparbnetM of Business R Professional Regulation
ease 1 d,
v
St.
1
PdyglritRaoTUnge#aylaergs(FIVFLZ)
Pay Yes
No
WA
WA
6uildiri ; Codes and Standards
^ ST..
Bulking Codes and Stan�ft
+nno2r
Building Codes and Standards
wQda+
WredlaorltlenaymerlstKrtHeinFBC12/23i1�13
HVHj ��of rds
:-
2
PtXyglassRoof UrdMayraents (non++-t4
Polyglat" roof wtdrHymeras,to use In 12J2313Q23 No
FBC nmrHVHZ }udadkddw.
Yas
VA
-WN-='6
Product Al Application Dull
Approval
Product Approval Application Detail
pp
Product Aoval Application Data
Approval
1
Polyglastt ftaoPUndailayllner#s (HNNZ)
13*91laa roof undealayrnonce ta use in FSO1212N= Yes
NO
WA
WA
SraL
2
Pdygtass Roof Ur ilayraCYgs (rtw-HVH7)
Pdyglaos rod undedaymart%, fit use In 12133d2023 No
Yes
WA
+WA/.6225
v
EJ1
�t 1
Sr99t
i�ILg!
�t dYa
Q!
1aa
SAiL
Oigla[
➢S! Ails I CRDW
FBC non.HVHZ jurisdictions
im earl n Manufacturer
Cerrtiet Ear naara Lleerree Vaboatetl By
dog
Validated subrnfaad 1raC Aoolova! Approved 8a�tus
1s0 YJa.Nga
t
! Etlt,atvaLa wee y(,ggp
y� a9�
Fee Amtpral
Amw*M
Aa�ag
ggrpa
Lm 1�
�m ��a YiWia9.ae
IfaaOWg F.SGdgl®gi ��
m
aWi
1
Pdyglass Roof UtldetteylaL9>4s(1-fVHZ)
PoWled rood faN)~erats for Use In FBC 1212372M Yes
No
WA
WA
Rs, mcn 20M
All Arnericlm Rhudets act Gtracc
Mks Refined Fyan.L Brtrardo PE Troy Br;hm. PE
1CV2W2023 1W15r-It" 11A5121no 12/157102D Apprwed
Rectum 702D
Alp-
afuaA Levis ICC Evnuaem S-A.. LLC Wil-M. Ranter.
1(V3112020 10122/2020
11A3202D
110a5r1wo
,approved
Revaser, 211120
CaMarda Canaeh Pao"a.Ina
RfLal tie Samuel A. Greeeaerg Jdm Fay
Izne=zo IMW220 1218Qo20
mhoPereAPo-
HVHZjanad)Igtgns
CapW+Y SnA,letrs
(561)712-9882 PE•-146549 (954)947-0880
Glquy:LUWnil Coropneais
Truss Plat.
t72117tO-3377 (WI)$a1-19t1
oayrstgalpna tv, mon
Cstgorp; ants
gaedtrd cdrrpgata
rat s�J4sro7 PE.4N5 i35� 5a6-3311
2
Pdyglass RoefUrdelayneents {r#M+M-M
Pop991aes roof undeA�mnents, for use In12r231r2023 No
Yes
WA
+WAP-IMS
3uticaapory- Storm Pants
mlkecgalhmaricanrmtste
gory.
atraeae.eery:ProdirasifaResWld
lM4uad
peaAPomn
FBCnon44VHZjuruadic4orra
CotlrWlula MlWlod'. Eve)uubonRCpat froma
Florida
$scam
C.M5 Mean FAgod ten a
P,- t erNualpol anal'/
N
Co VllaaeM4d10d. Enlayaiat Repro porn a
Flatly Regearad Arctnact or a Licensed
Movie RegttlaradArchitect Ucerised Florida
Proressiavl Frigm",
a a
Prd-.o W Ehgwr
O
ELA+TOO9*3Products
dullerAssuanea
Aar -di faU. Approved
1.Uw
&"am
O-kp
3,� fa
Product tltadsd Niaasbw or Nana
alto, IgLxpwa ranoa Apprin mvh r the Ao wt5meyHz Damon
Product iptmat Cgnhacl EApara9t7n spa M MVFR Outside MYli2 Raaista^t Prasaury
e".
QgE
1
rrMra updd- Muroar a Wmt
ITLV 8C6Nbine Mighar Shmotk tH 6rnP 4)
Natal--:urns_!a PlFta t 2ri1r3e24
Yrei
Yes
NA
MIA
FList n#taFtorKfA
9UOL&WALM
liil kow
Oa"
1
2492 C.ewenrzsd steel Stepan Panelb
24ga Cahrrttrad Jsffid Stpr.- Panel•
Yet, Yes YC VA
2
I1W 60GA#JP`W ""go PIa,4
Metal t;omeeta 1:1644 1213IJ2024
Yes
Yes
N/A
MIA
9M#
lA•aaet! ledrl Naha a Ila+rrpresdual
casedworn iB
t in.ti114I 01ldch H"
3
ITW iic6mptae Tlulod
Metal fame€ta Pute 1-10112024
Yes
Yes
NA
MIA
1
CviBy Predate or Conxrtrdal etlmme,Products
Precast and Prestressed Cdnowe Lantels OW25 024
MO Yes WA
WA
4
Tin, 11cat-4-'Vave
Metal cuneeta Pale 12MO024
Yea
Y.
NA
NIA
0-
Florida Department of Business & Professional Regulation
Pagezor2
Fonda Department of Business 6 Professional Regulation
:# a
Florida Department of Business & Professional Repletion
Pagel ef2
BuildingCad"and Standards
3WM3
Bullci-ig Code. and Standards
11A M.-
Building Codes and Standards
9T p21
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
mL
-
...
.'
W
Sa1R
Enft-or
Qlls
2al
DW f now
20
026
ft tg!
a" Rls Dale Mom !fit
i
TM
voseer, *M NN Ulrr
cooled bwo wr t L4.1m Y040"ta r
V9
FOC Amova pv 9
6aM
Lora YaulaD
wamifacmm
�t i1 C Ytl�-®L
Ylaitlsg mat L�L.eralsm ammng A"
A{2l Yaolalt
.Madli l FtD n- IN Lksoar: Yandr.d er
Y 8t6mANd
E9G.A�
A,-.d
ReAs o,
2020 4414k W4
LIM 111el�A Ice EvFteatdn Sevioe. LLC 1C'C Evauaaon astAce,
0rfi37Z023
1212LY2022
61Aalmn
Aporwsd
Rawson 20M
W"sirli ysr
ar i:,
Rob aaldldn r~-f-yakaom arvetr. LLC In tnt" P E
g (lira 0.18-3738
02,02M21 1 OA Vc020 07001,2r Aamra+eo
Amm.hrn W20
Alpha Aumrium, rose
Jose SM Ws, R. Lamas Stev n W U10. FE
1In 6rp20 11f1a1202q
172gr201g
Append
Catsiew, nhponrts
P
1hbCde Truss Pbtas
I as22 ertimi : LLC.
ewalden wm i2d5) S9a•ga00
irpgrrenl
_ _
SubC urn. E o
Cwpaanes Now: E+MtAtat Repoli Forma
_
Ruben abion
'v"h
cabery: Prd'Wa11a
gppc a vary: soffits
i401i 5ag-20" PE-67514 17171317-6454
a¢.mwlacln km Qiwno
Z
J
Carriodidde f rdhod EtaluaHa R$PA pare a
C lance Weaned: Erauanon Repro ern a
o ee01
PMA.44 evolind on £nW
Product Evslertlry Ene1x
egderadAxchft °l w a Licensed F;vidIi
F
aJ.ana heaim
fj(aga74a/1
!IreeerJs
r+raas9ssal Erpnierr
closer AssurarrA
Approved led Use Agasved For Use MW 20M
$Iter.6l-
AMLOWAt
LL04
bag
ho3aa t1oeY. Nami7r I4m•
be Reastram IN-ur
LUI
1
MtaANS
1
18paMpesve rulecbrredo,plate 12t3lf"4
ta0m
L
Yw
Yes
NA
tom.
MIA
f
AaaldkdnLVL
Leri.WWdV4narLyman o3P'3irm
Me Yee WA WA
rtgduct BooaL uamor r Mama
gum t
RbLLet Oelrtlmvn
AaaowdtoUw Aorove#faruu
t9J1'VMZ
�..t�
)
gYiat
Emlaa
Q.•
2
W BSHS
18 ga sutrr hga strength mo11 co neda Pale 1213172024
Yw
Yas
MA
WA
2
1
PeraWn PSL
TVWSirW LSL
Parallel fiend Winnow 03r3172023
Larretlded SYrald Lurbr M112M
Nu Yes WA WA
No Yes NA MIA
1
Ausanum STr10 8ai Vents Auminum Soft'
1�r't® m➢
Alpha Aknibund solid 4MM Vrned Anannum 07r30r2d23
NP
Vas
lore
WA
3
M118
/s ga. Was taufeda plat. 12J3112024
PA
Yw
yes
NA
WA.
a
7J Red Board
st lldumi c..Po to camber onwtw hlnnd 0:01120l-3
No Yw WA WA
LArtr 3arrr;'M od
Saint, cm dame: Wood
4 bill" is at Nab SU"HM lass caneda Pat 12/31r W4 Yes Yes MA WA
bou4 Rm Board
5
ad1201ra
20 gl. Mgt srengara f w aameda Plsr 1201DO24
vac
Ye9
NA
N.
5
Waietilit xr R-amitI t
✓ ara feet gtan9 Gmnrrm@�:.R:m a3r3+29:-5
Nn Yrc WAWA
SHEET
N 0.
8
7
TOO. Mi a
TL20. MT20
1398 nu cord.tla raass 12/310024
20 ge. bass -ado PWs I M11=4
Yes
Yea
Yes
Y.
NIA
NA
WA
WA
March 6, 2023
--P
O
O
i _
C)
Q) o
O
Q O i
c� n-
.� U O
N V
O (]�
o- =
O LL
. Z3 E O
Cn O O >�
U) _O CL3
F- C/� Q
JUL 14 W�
i Ass nc.
leted and approved
e 2020 FBC 7th Editio
Klahr PX2300
�--P
z
(D
F.
� o
� L
0
0-
L
M�
■ . .
sC
CC
LLI
Q
z J
z
Q
SHEET NO.
PA 1,2
FiH,lde DepaAnent d Bur,eew 8 Pmkaiw,Hi FLepule�n ►.w, r: Florida OdpH,Ynere of i3,sEnDsa 6 PFoteeoDr,N FAepuiadon r„o., r, FlDtidH Depa,Y,eere d B,a}nsa 8 PfolewonsRegulation
KM
m
polopodugoppPomGpo
m
NONE
- Agerand ter Lift 1
coin
l
PMe+ rt
Fldflde DepHMISR of 8uDY1sa 6 NokYiwd i�WH1,
aaR, w
BYidinp COdM and SOlatdartq
aMo�
Building '.=odes ,Mwl 80.rederda
�"�
BURdinp Coda and Standards
r+■r>ou
Building Codas and 8Mndarde
v,enm
P�l,ot Approval Appitoaeken �Irfeil
Ph10Ial � Appn2pl App}IdrOn OrDDY
product Approval Appl}e�tl0u1 OHUiN
Prode,olApproval Appliomillon OHlrlr
o�
crr�
o}r
ore
o}r.ear�ar
ao
�
eR�
�
�
�kktaraa.
ts>�
saar
erar:
tarp
JD*
tareeers■
�
9e1�
erns
or. � 4ir.Baru ore
1�
�
Mardahref
� Orlarri ltee■ae Wliebi it
FHCAarwr
�
�! ,�
eerrrrr.f
� �i "#REF WiYWl14
i
F7CAar»rRl
A
�!
� ,�i7�
We.Mhnf
iRj'wfiWwa WMNM4
�
I
FeCAYnwI
AJCt�
�Il!!
� � rr■�,wrar
� WaXXri Yrr■ WIDr•ii
1YiYi �1 FeGA�wd A�
AIMn,deen
�
h4OorPaAW,
dIa FMP,M+aMID YnM■■raaO Gaer JWaMLHrdmFr. P.E.a
Dirlgf70�
iPln1dD70
Wl
APM�
AHraWfae 100
PAIR W,CoeRlr*
.rt,elDean Bra Mr,gpw e,7, Dap iE.lv„n.P�tiG
QTna�O
Wn
Wl
Approved
/Aenatlon 2H�
PaDR Ge,Pe,eden
Jae 14FMm aRad tMr,dOr'ind Oaer Jr■aeL HYtlarr, PE.G
ONIND�
0TJ1A7W0
WIQOGfaC
ApfNs,rtl
Rael,aAka aaaJ Pear Ge,De,r,7,+
be Notion HwM WnnaaX,,.elw TJ4. LYr4 PE, 11-C
eTnrsmD o7Ra9D2b Wasf7Q20 APP�
�gUeear
aexarron Y/1YY061rfA/F■dMIFn CAUf9[EeOrwe0
aarHeye werw
HoOYro+, Yp■IMp'WA■,apyrpa tasiia2saa�
�wtF raneo+r
Hoe■,een ewue■oa■arA■■mr„en CHudtEpffraap
D%YdM1R �%ee,Pe
Heiea,■en PE.N1K pr,)a2FasF
iM1} anarw laa,}ft.aq/
aaei■rAe Atie wd
lat}anaeas
a■ue■eerr,lf Fero
tat )az, 4DaD aa, }i,aDv
dMCO1Hr2c Fero
(at)Hi1aDBD
C■fM4■r,lellra: �,r�erraea ear■ o. urH+a
ODP
NRyraRr,4ra: G■rNrtlo,+ MrR p W4q
pana,Odfdrpp,wrlgpe
6w■PDur rrerk 0■e,aeeaoe Mt%a uerq
rrOoplerPpfera,be
Dar/Mw 11NYai EYabaae,+Ma■K Han a
lawn
Ir.rAt
EfaaDM
FbrlOXldldhYOtlMnlra[afaI.W11rDFlMr
,raer
LUFAMAZZOIMM
P,ar■■frrl tll�Nr
9ert8er�ae
A60wmdft
am eeemsitt4Elt
}erar
Jarlae
arireaHear
a�arsLErtae
aaaosrlge.Yas
sedra
ADMiI
alrsd,aasrotaD
aa®fWsJIDs
ioD.e,M,tacYr
DHarr
hro
llrllllAF.Esirie
aaat
e■i.eo.�wiDa
ia�
ram
9rrast
Etaao
�
e.r.�.rom fasmsVustlDras�}It
add
��
e.ru.:
lmrr
iet
l�reetmssrrhd rr.�rr
>�
olreifrm9S
9ufalsr
nuDD�e
serD�e.D,odr
asoaaa HDrnue,�ra rrra tyres
1
a■,rs 1,Y�O Nfa+Par4a,era H■qr NN,D
1IYW ardr Nx,a Nirapw Nr■Tr► ov,Taa2F
fie
Nr
,r,
+ed,aD
t
Far to swwa,y■Magwnae.
ar■,er Nrq,Nr`efgaat He,p.,:�up Yfear. een2nm2
No
rr
No
+qy.,o
+
6PU,0lA
wMsRgar,rPr pc kta`i sma+am2
>•o
r,r
w
+seas
!!at Paine e,a4lu,.ew of Nar.
rear,.roe.MeNur errrsra■xr
der Mitilla ourew NMiL hra�!
2
QlYr t4HDMM Prfaa�p Nnar N,%,H
N'MeM Pa,br„�,raa■�NwO Tr%, pD17,fZ6,7
1iD
WO
,b
+aWiO
2
Pal■1D HPra BM+ya NYfiDW,%eery
aTi>0'N,ryl Naneapact snips Poe YYe■ler WiDDt7D72
No
Vp
,b
.qy{a
2
Ha%r tp90
MMD■d aaWr(taa`xa'} WnDRD22
No
Y■a
Nb
•�
t ,aaanrw,y■Fera!
tD HaAr tf2'Fi■ye w.ee NHrba aaasn�,
1IYF Yea ,4 N}X
COSOrMfiZxH&,7!'}
a
P■ae,DaerrseYu■fMmDlr,neo..
sR-Raa'WrMNonaigl■R.■NatiAWlUas WfWr�Rt2
fb
Nor
No
•aaao
a
a.+■■t0'10
vDb,FurawrwerDuXDD'7 ntna+am
f+o
vre
MD
•faf•ao
a
HN4M iDf7D ■prNYp
Moy, aepr NYp TFgeeOeape■b(,aD`■'P.� ter,anc2T
fb
Yaa
Alo
+*D�dO
♦
PlY 79 MrM■9nDb WnDWlnppr
gD'xT}Nery, tbneepfpS Bey�l h,ap Wbypr OFgD12077
/4
1h■
tb
+�.DD
q
9a�re,Of70DIrHrNY,d
Nw/Is■HreN+DTrgroeaPr4(iq`ae<a"} ODfapaIHT7
fb
1M1,a
fb
•a61i6
a
PNMtaaP,ra,p,eM%gwnuw
8<x!a'Nery:NonlfyaNeeiRpeoH�f,aweaoa DDefrJOt2
No
VaR
Ns
+ar-DD
a
a■w.1trJ0■frrNu,H
wMSXHYNuptiRe,iirryADapa.Pkaer} OM,AINHT
tb
vea
N!
•alYJa
D
PdriDaPMD6,pMM+nONInADn
7a'■Ta'MnPwe,►efgaRaeyF■ktmDwueeu Wasaa22
wo
rr
Ne
•acFeD
a 1Ymr�Ya
�
brae
d
d!r{,0@D Dlprlpl,d
Nr/I afpr NPID �+�*(7='x DdH') DIf1DUDTl
ib
VR
Ab
+aMiD
7
PUM 70 HNMa dtnp114nDY11R00Mr
�-t/d'x iXY1A,}I NytiYpaglHlyi9fDFq VA'M(Mr �ntf1@a
No
VW
fb
+60f1D
hill
EerrtOmAriHD tdroDrbai�rt
htll�
9ur1e1slri
�raYlW
eaDDDQ
T
e.raianDertir,rra
,dy,a,ryr,ewF,yf.os.aaDa(+Hv:nevi o5ntna,T
rb
Yet
Nb
+ZWO
�
arr„wD
v,■,,RrR.a,eea�xts•i Wn&am+
+eF
yr
w
dWa
a
arw l,Tss efpr NYp
Yeyss,or N�aa+araP■te■>:'i aenTmmr
Wo
tr
,rb
+aa�
rteaaDti,r rwrner
Y
aa,rs SRO
urM Grp a„Nrr ftrD':ai Wnarmt
fb
re.
w
+A.Te
a
arrsipapMprNYp
Nfq,He,orNugwererNv■aF,m+} aatwa<i
No
Yas
ti
.�aa
YrWr3DDm
aD�.IW
laem�LEsL!
aD.r
�
a
es„■a,a2o
NIry1Fer0eW,ep,■(ad'xK+'i Wnstsmq
No
Yw
f+b
+sar-DD
,D
aaMrlGrA•prN■p
YTl,eterMag4F1■r,n1ar■Da•,� Dat,anmT
fb
yr
Ne
•ab'36
Ji.i
�� GWOMBIM
BuYler
�
„
HRYW ,OhD HIpr NYp
MM ftVr WV '{dxa'j D3t17Ml049
Na
Vr
Ne
.701J0
4
PapetOaetnalMRd►Mi%yYMnOer
aa'xdD'N fMNaaapaadm,psf�agwexew
12 H.wlafmsprNY,a YMhAHIfarMfgMFeUrPpa'eT2ry DanN2027 Mo Vw ,b •arFAa
k Pay 1D 8PM 8x,ps M%,D'W"Wd■ 6P■a0•M!r},NrwripDOl arpr Fwp VrY,eor RtiGDI7W] No Yet fq■ *#d4t1
t8
a•rrs„TA■prlWp
vDytaXHrNvr7iW,0■rrrDe(Tlaaaa-) l,aRarW►
,b
vea
t!
•aDFa6
a
Pre 10 dPUa a%+s,. vaneo.
arRas•,ny Fbn+ry■ctHtirN.l x+eala. ODADp@a
np
MfF
fb
+W�.aD
tq
BerW tlrlD 6lprMYp
VYylaaar w,s tYY, pp■peW(HePxWB) DeRt12027
fb
Yae
Nb
+2dta6
q
Par tD Hllw ae,Dr NYnatrnae,■
aTRrt Nry,lYn.nrrtf�,D,■FYp Ynndsr 03t�W9
fb
taee
No
•5n-66
to
BPM,d3D aIpMlpfp
1snr aeyr,Nrg tea, OrfycaY(Dea'k77'I ODn7f7lYi
No
Y■■
No
+ia�aa
1d,TgNa
No
Vw
No
-�60
+e
er,■■,maaprnYp
Nyna,pr,,,fo��,arrc72�Rtr} seneaoaT
fb
rr
fb
•uweo
6
PeY tD HxrsaY+ar NwgMIM■■
i2-tA"x D'Y M+MMHh6elknD MmCos
tt
aww,ORDMpr�p
,+aMP+•eewD+oqutcPgwDnwfsCtrx'rri m0.Yat,
No
ns
ro
+anaD
;�
blioLmoidibmaKatim
eii.lQtDDirsd eee
iaJi�
�tl�
Bmbm
efrwu
,
140 aaR■a pTMf,aFIHf V Enr,rpFr wAanO N�
V�fllaA, Pa,b,s,F+OF aeae Myp ice' xTt) mn7um7
ua
nr
,e
•aDwD
a
amH■f,r arFMra,MvtrlJmrfle■a erAr.+s Men
N,ylly/f PaMav,r H6n�Nue07MN Daf7tGW7
Nr
W■
fre
•DO�aO
PaANfwreaD+wFWryi
Gwes■aR■itzass•,rr}
a
,aa DPW rtlTw,rl
-i--r
O
O
U)
> U
O O
1MM
Simpson Strong -Tie 2020 FBC Approved Products
Updatad t ZQAM20
EE=
Simpson Strong -Tie 2020 FBC Approved Products
Updated 12 20
Simpson Strong -Tie 2020 FBC Approved Products
UPdOtad 12130F2020
,
Simpson Strong -Tie 202D FBC Approved Products
Updated 12MOV2020
O
For Beet Inks to all SST approvals Need below, 5,i U7 K-HEaE,
For QeM Inks to all SST approvals Is►ed below, -Cli HE E.
a
For tired inks to ore SST apprwals isted below GLrC K_lJo,E.
„ For #teat Inks to all 88T approvals teletl below, S',I.trK, RC=M F
1`
Fa adrti nal Informeton regarding Flarktab Statewide Product Approval System a'id Marra -Dade County
Norix+ d Acoep[amca (NOA). ruCK M �R.fn.
Far axlsionst information isgardng natds°s 8tfllev47e Prodret Appnsval S.:tem and M mHDade County
Natke or Aomprtanco (NOA), y r ' r k°;
» For addrktnal Information scarring'loner°s Stalinwi to product Approval System and Mamd-Dada County
Notsrw d Arneptance (NOA1. K H E.
For addtionsl Infmnation rages Flandn's 8tMewi3e Proyct Approval System artd M1Marrti-0atle County
NWtloe dAcusphnca (NOAJ. CLICK He�4E.
�'v
.� U N
O
a�eeraei
FL#k2368-Rif
FLA1044&RS
FL#110456i
11
HUS, HUSC sores hangers
Face -mount hangers available in widths, ranging from 1-5/8" to 3-
0
9118" and heights ranging from 4ZMIT' io 11" Concealed Menge
(3) � V
Igo
Pict Model. Number or Name
al
Product Descrioti01
,g
Product Model. Hum bar or Name
Product Description
stSr9.�
Product Model. Number or Name
Proddd Description
version (HUSC) evalsible for models having width equalto or
O
1
T#en Stainless Steel Concrete & Masonry Screw (TTN-SS)
1/4" diameter Titan stainesssteel masonry screw
1
A21, A23, A33, A34, A35, A44
Angles
1
BT, BTB. BTH
Brick Ties
greater than 1WI(r'
O L_ "O
2
APA21: APA4.. APA8. APVA21, APVA4, APVA8
Outdoor Accents Angles
2
CMST12, CMST14, CMSTCI8
Coiled Straps
12
IUS series hangers
Face -mount hangars available n widths ranging from 1-7/8" to 3
Q
3
APS44, A%"R, APVB66, APB66R, APB88, AP888R, APB10-, 0, AL 3101 OR, APVB44,
Outdoor Accents Post Bases
3
CS14, CS16, CS18, CS20, C522
Coiled Soaps
5✓8" and heights ranging from 9.114" to 16"
O L.L
APVB44R APVBW APVB66R. APJ688, APVB88R, APVB1010, AP;61 DI OR
4
CSH PIS, CSHP20
Coiled Straps
13
LGU3.25SDS, LGU363-SD,S. LGU5.2SSDS
Face -mount hangers
= - `.
_
4
APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2A, APVD. TZR , APVDJT2-6,
4
Outdoor Accents Deck Joist Ties
5
CTS218
CornpressioitTension Strap
14
LU24, LU26, LU28, LU210
Face -mount hangers
O C6 T
O
San r
Product Model- Number or Name
Product t} ritrttrot
A-PVDJf2R-8
6
OSP, SSP, TSP
Said to Plate be
15
LUC26Z. LUC2107
Face -mount hangers
cn E
Q
1
SDIM 12DBB
Outdoor Accognts Connector Screw
5
APHH48, APHf48R. APHH610, APHH61OR
Outdoor Accents Heavy Hanger
7
H1, H7OA, H2.5A, H3, H5, HTZ H16, HISS. H16.2, H16.25
Hurricane Ties
16
LUS sorbs hangers
Faoe•mount hangars available inwadtlls ranging from 1.9/te" to 4-
y 1► �
L
2
SD9112, SD9212, SO10112, S010212
Strong-DriveSD Connector Screw
6
APL4. All APT4, APT6, APVL4, APVLB, APVT4, APV78
Outdoor Ascents L and T Beam-to-Colurm Ties
8
HGT-2, HGT-3, HGT-4
Heavy Girder Tiedown
SI$" and heights ranging from 3" to 10-15I16"
C) O
3
SD9112SS, SD9212SS
Strong-Drroa SD Ccnc'm ner SS Screw
7
APLH24, APLH24R- APLH26, APLH26R, AliAPLH21OR
Outdoor Ascents Light Hangers
9
HS24
Hurricane Tie
17
MGU3,63-SDS, MGU6.25SQS, MOU15.50-SIDS, MW G.62-SIDS, MGU7.00-SDS
Fate -mount hangers
'4�-
4
SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014,
Strong -Drive SIxP Timber-CF Screw
8
SVLZ
Brick Veneer Ledger Connector
10
HSS2-SDSI 5, HSS2-2-SDS3, HS82.3-SDS3 HSS4SDS3
Heavy Stud Shoo
18
MIU series hangers
Face -mount hangers available in widths ranging from 1.9116" to 5-
SDCF221134, SOCF221334, SDCF271958, SDCF272358
9
CHT2Z, Ci3T4Z
Concealed Beam Ties
11
HST2 HST3, HST5 HSTB
Straight Straps
1/8" and heights ranging from 6-1 &16" lo 19-ItZ'
5 SDCP22434, SOCP22512, SDCP22614, SDCP22700. SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw
10 CJT3Z, CJT44 CJT5Z. C.JT6Z Concealed Joist Tres
12 HTS16, HTS20, HTS24. HTS28, HTS30, HT53CC Heavy Twwst Strap
19 MUS26, MLIS28 Face -mount hangers
SDCP221100, SDCP221134, SDCP271400
11
DJT14
Deck Joist Tie
13
HTSQI6KTZ HTS020KTZ
Heavy Tvwst Strap
2D
SUR, SUL_ 'SURC, SULC serves hangers
Skevred face -mount hangers available in widths ranging from 1-
6
SDHR27400_ SOHR27614, SOHR31400, SDHR31614
Strong -Drive SDHR Combo -Head Screw
12
IDS
Dry Wall Stop
14
LFTA
Light Floor T lie Anchor
9118" to 3-911r5' and heights ranging horn 3.1/18" t0 13.314".
7
SDS25112, SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SOS25412
Strong-Dtwe SOS Heavy -Duty Connector Screw
13
FC4 FC6
Framing Clips
15
LSTA9. LSTA12 LSTAi 5. LSTA18, LSTA21 LSTA24, LSTA30, LSTA36
Staght Straps
Concealed Mange version (SURC. SULC) available for all double
SDS255M SDS25W0, SD5258M
14
FWANZ
Foundation Wag Angles
16
LSTI49, LST173
Straight Straps
2X and 4X models; only acute flange is concealed.
8
SDS25112SE, SM252006S, SDS25212SS, SDS25300SS SOS25312SS
Strong-OriveSOS Heavy -Duty Connector SS Screw
15
GA1 GA2
Gusset Angles
17
LTB20, LTS40
Bridging
21
U series hangers
Face -mount hangers available in wKrdis ranging from 1-0116" to
9
SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730
Soong -Drive SDWF Floor -to -Floor Screw
16
H2A, H2.5T, H8, H10A•2, H10S, H14. HGA1D
HurncaneTies
18
LTS12 LTS16, LTSIS, LTS?_0
Light Twist Strap
6" and heights ranging from 2.5/8"Io 11-114"
17
HCJTZ
Heavy Concealed Joist Tie
19
MGT
MsdiumGirder Todown
18
HH4, HH6
Header Hangers
20
MST27, MST37, MST48, IVST60, MST72
Straight Straps
FLX10007-RO
19
KBS1Z
Knee -Brace Stabilizer
21
MSTA9, MSTA12 MSTA15 MSTA18, MSTAZ-I, MSTA24, MSTA30, MSTA36. USTA49
Straight Straps
FL*lNP-RS
20
L30, L5O, L7O, L90
Angles
22
MSTC28, MSTC40, MSTC52. M5TC56, MSTC78
Straight Straps
IS"
Product Model, Number or Name
Product DescdWIM
21
LCE4
Post Cap
23
MSTC48M, MSTC66113
Pre -Bent Straps
S=#
Product Motley Number or Name
Product De:110k9on
1
ATR318, ATR112 ATR5/8, ATR314
Threaded Rods
22
LS3O, LS50. LS70, LS90
Slowabe Angles
24
MSTt26 MST136, MSTI48, KSTISO, MST172
Straight Straps
1
BA series hangers
Top flange hangers available in widths ranging from I-9/16" io 7-
2
ATUO5, ATUDl ATUD9, ATUD9.2, ATU09-3, ATUD14, ATUD14.2
Aluminum Take -Up Device
23
LSCZ
Adjustable Stair Stringer Connector
25
MTS12, MTS18, MTS18, MTS20 MTS24C, MTS30, MTS30C
tllediumTwstStrap
118" and heights ranging from 7-118" to 30'.
3
BP316-2, SP112, BP1/2.3„ BP518.2, BP518-3, BPX4, W414.3, BPRTUD3.4
Bearing Plates
24
LSSJ261Z. LSSJ261i LSSJ28LZ LSSJ2&RZ, L5SJ21OLZ, LSW21 tIRZ
Field Adjustable Jack Hanger
28
NCA2410-12, NCA202.12, NCA2xB-16, NCA200.16, N(,A2xl2.16
Bridging
2
DGBF series hangers
Top flange hangers available in wilift ranging from 3.5/8" to 7°
4
CNW318, CNW1/2, CNV%&8. CMW314, CNwh'SM-112, CNW3/4.5r8
Coupler Fps
25
LSSRI 81, LSSR2 1. LSSR2 37, LSSR2 56, LSSR210=2 LSSR410
Fief! Adjustable Slopeabie/Skeo mble Hanger
27
RCWB12, RCVJB14
Mall Fkaring
118" and heights ranging from 9-1/4" to 24 .
5
CTUD55, CTUD65, CTUD66.. CTU075, CTUD76, C7UD77, CTUDST CTUD88, CTUD97.
Coupling Take4Jp Device
28
LTP4, LTP5
Tie Planes
28
RP518, RPS22 RPS28
Repair Plate Strap
3
ME series hangers
Top Mange han gone available in widths ranging from i-1/Z'to 3-
CTUD98, CTUDW
27
M1237, Mt242, ML2t3Z, ML28Z, ML21OZ
Angles
29
RSP4
Stud to Plate Connector
518" and heights ranging from ?-1W' W 244',
6
N3, N4, N5, Ne
Heavy Hex Nuts
28
MMH8
Root Tie -Down
30
SPI, SP2, SP4 SP6, SP8
Stud Plate Tie
4
DCHF series hangers
Top flange hangers available in widths ranging from 1.314" to 3-
7
RTUD3, RTU03B, RTUD4, RTUD48, RTUD5. RTUDS, RTUD7, RTUDB
RatOhebrig Take -Up Device
29
MMHC
Hinge( Roof Connector
31
5PH4, SPHB, SPHB
Heavy 3ud Plate To
518" and heights ranging from 9-1/4" to 24•'
8
T(JD9, TW 10
Take -Up Device
30
MMLU26, MMI.U26.2, MMLU28, MMLU28-2, MMILU210, rat&MI 1, MMILU139, MMLU1311
Face -Mooch Hangers
32
5S1,5, SS2.5. SS3, SS4.5
Stud Shoe
5
EG5, EG7, EG9 sorbs hangers
Top flango hangers available in widths ranging from 5.114" to 6-
9
TUW38
Take•Up Washer
31
RIBC RBCP
Root Boundary Clips
33
ST9. ST12, ST18 ST22, ST292, ST2122, ST2115 ST2215, ST8215, ST8224, ST6236
Straight Straps
7/8" and heights ranging from 11"to 32-117'-
10
URS3
318" Uplift Rod Run Todowri System
32
RST-3
Rod Tie-Duroim
34
T1320, T627, Ta30 711336, TS42, TB48 TEM. T656. TSSO
Taision Bridging
6
EGO series hangers
Top flange hangers available in utoMs ranging from 35B" lo 7-
11
URS4
1f2" Uplift Rod Run Tiedown System
33
RTC22Z, RTC42, RTC2Z, RTC44
Rigid Tie Connectors
35
TWB10, TWS12, TW614
-Wall Bracing
114" and heights ranging from 11-114" to 37'
12
URS5
SW Uplft Rod Run Todown System
34
STC STCT, DTC HTC4
Truss Clips
36
VGT, VGTR, VGTL
Variable Pitch Girder Tiedovn
7
GLS series hangeta
Saddle hangers available in widths ranging from 3-1/4" to 8-7/8"
13
URSB
3W Uplift Rod Run Tiedown System
35
TJC37, TJC"
Truss Jack Clips
37
WB100. WB10DC, WB/2e, W8128C, W8143C
WallBracing
and heights ranging from 81 to 29'.
36
Z2, Z4, Z44
Panel Stiffener Clips
8
GLTV series hangers
Tap flange hangers available in widths ranging from 3-114" to 7-
1/8" and heights ranging from I I" to 32'
FL.#10441-RB
FL#10531-R5
9
HB series hangers
Top flange hangers available in waders longing from 1-9116" Io 7-
�,47_R5
1r1"' and heights ranging from 8"to 30"
Ad"
Product Model. Nuts bar or Name
FroductDoscirlogglan
Product Model. Number or Name
Product Description
10
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to B-76"
1
DTT2
Hold-down
g
Product Model, Number or Name
Product Description
1
CBH2 37x5 5, CBH2 37x7 63, C13H2.37x9.75
Canceab l hangers
and heights ranging from 10-1f " to 28".
2
HDCIO14, HDC10/2Y
Hold-down
1
AHEP
Adjustable Hrp�End Connector
2
DU, DHU, DHLITF series hangers
Face-tnaent CDU, DHU) and top -flange (DHSTF) hangers
11
HGLT series hangers
Top flange hangers available in widths ranging from 3.114" to 8-
3
HDOS, HHDQti, HHOO14
Hold-down
2
MC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSO-%-SDS3
Drag Strut Connectors
available in widths ranging from 1-9/18" tc 34SM8" and Fights
718" and heights ranging from 7-tf2"b 32'
4
HOU2. HOU4 HDIJ5. HDU8. HOU11= HDU14
Hold -dorm
3
G6C
Gable Brace Connector
ranging from 9.118" to 2345116"-
12
HGLTV series hangers
Top flange hangs avaleloe in widths ranging from 3-1/4" to 7-
5
HPA28, HPA35
Ssap4tyb puffin anchor
4
HCP1,81, HCPZ HCP4
Hip Comer Plate
3
HGU3.63-SDS, HG115.25-SDS. HGU5.50SDS, HGU5.62-SDS, HGU7.MSDS, HGU7,25-
Facamalnt hangers
1/8" and heights ranging from 14" b 33"
$
LSTFHDB, LSTH08RJ
Strap -stye fold -down
5
HHRCZ-2, HHRC42, HHRC42-2 HHRCWI 81, HHRC44, HHRC5.2 ,,25. HHRC5 37,3 1 Z
Heavy Hip to Ridge Connectors
SIDS, HGU9.00-SOS
13
HIT series hangers
Top flange hangers available in widths ranging from 2511fr to 3.
7
MASA, MAW
Foundation anchor strap
HHRCe6
4
HGUS series hangers
Face -mount hangers available in widsls ranging from 11-518" to 7-
9116" and heights ranging from 18" to 28"
8
iv PA132, MPA144
Strap -style {wren anchor
$
HRC1 81, HRC22
HQ Ridge Connector
318" and heights ranging from 6-511IT' b 12-7I8".
14
HUSTF series hangars
Top flange joist hangers available in widths ranging from 3.118" to
9
PA18, PA23, PA28, PA35, PA51, PA68
Ss'ap4tyle, puffin anchor
7
LRU26, LRU28 LRU210 LRU212
Rettar Hanger
5
HHGU5 25-SDS, HHGU5 50-SDS HHGU5 625DS, HHGU7 00-SDS, HHGU7 25-SDS,
Face -mount hangers
3.9f18" and heights ranging from 5-34r" to 13-/l8"
10
PAI18, PA123, PAi28, PAI35
Strap -style puffin anchor
6
LSU26. LSSU28 LSW210
Light Slopeable/Skewable U Hanger
HHGU9.O4-SDS
15
HUTF HUCTF series hangers
Top flange hangers available in widths ranging from 1-W16" to 5-
11
STHD10, STHDiORJ
Strap -style hold-down
9
TBE4, TSE6
Truss Bearing Enhancer
6
HHUS26-2. HHUS28.2. HHUS210.2, HHUS46, iHUS48 HHUS410, HHUS5-50110,
Facia -mount hangers
112" and heights ranging from 3-71113'to 15" Concealed flange
12
STHD'l4. STH014RJ
Strap -style hold -dawn
IO
TC24 TC28 TC28
Truss Clip
HHUS7 25110
version 04UCTF) available for at models having wkM equal to or
11
THA29, THA213, THA218, THA218.2. THA222-2, THA413, THA418, i 4AC418, THA422,
Adj.rabbie Tress Hanger
7
HSUR, HSUL. HSURC, HSURC series hangers
Skevaedface-mourn hangers available in widths ranging from 3-
greater than 2-W18".
THAC422 THA426, THA422-2, THA426»2
118" to 5118" and heights ranging from 4-314" to 15.N4'.
18
HWP series hangers
Top flange hangers available in widths ranging from 1-9118" so 7-
12
'rHA11 81122, THAl2 0&22, THAl2,1)22, THAG22, THAI322, THAi352.', 7 HAI42-2
Adjustable Truss Hanger Smad for 1-Joists
Concealed! flange version (HSURC. HSULC) available for as
1/8" and heights ranging Man 54;iff' 10 28"
13
THAL422, THAR422
Skewed Truss Hanger
double 2X and 4X models, onry acute flange is concealed.
17
HWPH series hangers
Top flange hangers available in widths ranging from i Vie to 7-
14
THJA26, LTHJA28, LTHMA
MuPJpbe Truss Hangots
8
HTU25, HTU28, HTU21C, HTU26-2, HTU28-2, HTU210-2
Faceniount hangars
I a' and heights ranging from 5.318" to 37'
15
T'H,11012-4-SDS3, TH,I1Y12-5-SOS3, T4J1-i26, THJU28-W
Multiple Truss Hangers
9
HU. HUC series hangers
Face -mount hangers available in witfths ranging from t-ii to 7•
18
ITS series hangers
Top flange hangers avadbbta in vedths ranging from 1 971g b S.
16
TSBR2.24
Truss Spacer -Restraint
I12" and heights ranging from 2-718" k119.114". Concealed Range
518" and heights ranging from 9-I1$'to lie"
17
VPA2, VPA25, VPA3. VPA35, VPAA
Variable Pilch Cornectors
version +,HI C) try ailawn for all models having width equal to or
19
JB series hangers
Top flange hangers available in width of 1-9116" and heights
18
VTCR
Valley Truss Clip
greater than 2-WI 6'
ranging from 53/8" to 7.114"
15
HU001 BVSSDS, HUC01 81)11 •SOS. 1-41-100210.2-SDS, HIJCQ210-3-SDS HUC0310-
Face -mount hangers
20
J13A series hangers
Top flange hangers available in width of 1.9116" and heights
SOS, HUCQ410-SOS, HUC0412SOS, H!'CQ52SM-SOS, HUCQS 25/11-SDS. HU00610-
ranging from 9SMIrto 13-1)&'
tiDS, HtJC( 02-SDS
JUL 14
Simpson Strong -Tie 2020 FBC Approved Products
updated 12lkY=
Simpson Strong -Tie 2020 FBC Approved Products
Updated fZr-0vZ20
EM=
Simpson Strong -Tie 2020 FBC Approved Products
updated 1Zf_W s20
Simpson Strong -Tie 2020 FBC Approved Products
Upmts(12rJ0/2020
For (toot Inks to ell SST approvals listed below, CLICK HERE.
For draot Mks to all SST approvers Isted below, CLICK ffI E, ,
r "..,. ._ For drool Inks to eI SST aWrovels lstc-d below.. CLICK HF:±P
For direct Inks to al 88T approvahs tslld below, CLIP-K HER
Virtual R
-
ew Assl st, Inc. 1
Far additional iMaaation regaMng Fluids's Statewide Pooduct Approval System and Mam-[)ade County
Nance of Accepta nco NON. ,4 L. Ct[ H EaE,
= For additional adarmaton regarding Flonda's Statewide Prodilct f rorel S-,>lem and Marn-0ade Canty
Notice of Acceptance (NOA}. C-LI <K ,H F �9
" For addiwnal information regarding Floida'5 Statewide Produt Approval System and Mern�de County
Notice of Acceptance (NOA), 000K tS ,
For additional information ilegarding Ffonda's Statewide Pro4Jct Approval System and Merin -Dade County
Notice of Acceptance (N0A).
pleted and approvid
ria"S Review c
21
LB series hangers
Top flange hangers ovaileberinwothof1-9116"arid heights
FJM14W-R5
18
S'LBV1.56,SILBV1.81, VLBV2.06,SfLBV2.37,SrtBV2,56,SJLBV2.68,S1LSV3.12,
Top Flange Joet Hangers
5
SET-XP
Adhesive Anchor forooncrete for compliance
p wi
the 2020 FBC 7th Edition
ranging from 6-3I8" to 15-1t8'"
SfLBV3 56, S1LSV3 62 SILBV4 06 SN B'J4 12, SIt.BV4 28, SA.BV4.75 SILBV5 60
8
Strong -Bole 2 (ST62. ST62-4SS, ST82.6SS)
Strong-Boh 2 Wedge Anchor for concrete available in carbon
by Debra
a Klahr PX2300
22
LBAZ sates hangers
Top flangre hangers available in with of 1-9116" and heights
12"
Product Moths, Number or Nam#
Product Description
19
SLTT20, WTT2Z, S/HTf14, HT T4, HTTS
Hotdowms
stoat and Types 304 and 316 sWnWas steel
j
ranging from Il6" tea 13-1/8"
1
HHUS210.3, HHUS210-4
Joist Hanger
20
SWST60, Sili
Straps 118 mil (10 ga)
7
Titan HD (rHD-H, THO-HMG, THD-H4SS, THD-HISSS, THO-CS, THD-CUSS)
Tien HD Heavy Duty Screw Anchor for concrete and masonry
23
LEG3.. LEGS, LEG7 series hangars
Top flanga harpers available in widths ranging from 3-1/4* to 6-
2
HRS6: HRSS HRS12
Strap Ties
21
SP4 SP8
Stud Plate Ties
availably with hex hood in carbon steel and Types 304 and 316
7/9" and heights ranging from 9" to 33.117'
3
HUCQ210-2-SDS, HUCO2103-SDS, 4UO0310-SOS
Joist Hanger
22
SSP, DSP, TSP
Stud Plate Ties
stainless steel, or with countersunk tread in carbon steel and
24
NEG5, MEG7 sores hangers
Top flange harga evadable in widths ranging from 5-1 /4" to 6-
4
THGi32, THG83, THGBH2, THGBH3, THGBH4
Joist Manuel
23
5TC OTC
Truss Clip
Type 310 stainless steel
7/8" and heights ranging from 9"to 32-117'
5
THGO2-SDS3, THGQ3-SDS4, 5, THGO42-SDS3, THGOH3-SD94 5, THGO144-SDS$
Joist Hanger
24
T9022
Truss Brace Diagonal
8
Tien HD Rod Coupler MHD37634RC, THD50934RC)
Tien HD Threaded Rod Couper for corcree
25
MIT sense hangers
Top flange hangers avaiial in widths ranging from 1-9/16" to F-
6
THOW-3-3, THGW3-4. THG W4-3, THGW4A
Joist Hanger
Z
IX-37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger (THG625158RH, THDW7158RH, TH037212RH,
Titan HO Threaded Rod Hanger frs concrete
118" and heights ranging from 9-1/4"to 24'
THD50234RH, TH010212RH)
26
PF, PFB, P FDB, PFOSS series hangers
Top flange hangs available in width of I Wle' and heights
10
Wardge-All (WA)
Wedge -All Anchor for masonry
ranging from 3-3t8" to 7.11F"
FL#1147a-RS
FL$'13904-R5
27
FIR
0r
Ridge falter connector
28
VIP sates hangers
Toys flange hights available in widths mngrg from 1-9/18" to 7-
IMA
Product Motel. Number or Name
Z¢AZd Dasenotion
11mg
Product Modal. Nunn leer or Nampa
Product Description
F11-016230-R8
118" and heights ranging 9.114" io 32".
1
CETAL20
Double Embedded Truss Anchor
1
CCQM3 52-SOSHOG, CCOM4.82-SDSHDG, CCQM15-50-SOSHDG, CCTQM3.e2-SOSG,
Masonry Per Caps
2
FGTR, FGTRHL, FGTRHR
Girder Retrofit Anchor
CCTOM4.62-SDSG CCTQMS.50-SDSG, CCCQN* 82SDSG. CCCQM462.SDSG,
AM
Product Model. Number rx Noma
3
116,HISS, H18-2.H16-2S
HurricaneTae
CCCQM5SG-SDSC
1
AT-XP
AT -XP High -Strength Acrylic Adhesi for concrete or masonry
FL0101160-R8
4
HETA12, HETA16. HETA20. HETA24, HETA40
Embedded Truss Anchor
2
E3CLQM3.62G-KT, ECCLOM4.62G-KT, ECCLrQM&60G-KT„ ECCLLOMCG 62G.KT,
Masoruy Plot Caps
2
ET -HP
ET•HP Epoxy Adhesive for nem ry
5
HETALI2, HETAL18, HETAL20
Embedded Truss Anchor
E:-,CLLQMD4.62G-KT. ECCLLQMD5,50G-KT, 6CCLRQhV3.QG-KT, ECCLRQMD4.620-
3
SET-XP
SEr-XP Highh•Sbength Epoxy Adhesive for masonry
1291
Pro19cthl92LNumber9rName
ProductDaacrintion
6
IHGAMI0.HMO
Masonry retriofitConnector;
KT,ECCLRQMD55OG-KT
4
Strong -Bolt 2(STB2)
Strong-Soft2 Wedge Anchor Im masonry
1
ABA", ABA44R, ABA46, ABA46R. ABA66. A13ABOR
Adjustable Post Base
7
HHETAi6, HHETA20 HHETA24, H HETA4D
Heavy Embedded Truss Anchor
3
HGUM5.25 HGUM5 50, HGUM7.00. HGU M7 25. HGUM19.CC
Heavy Masonry Hangers
5
Tilton 2 (TTN2)
Then 2 Screw Anchor for Concrete
W
2
ABU44, AB 144R, ASU48, ASIABR, ABU55. ABU5.6 AB(J65. ABU66, ABU86R ASU88,
Adjustable Post Base
8
L3T2, LGT'J-SDS2 5, LGT4SD93
Girder Tisdown
4
LGUM26.2. LGUM26.3, LGUM28 4. LGLIM28.2, LG UM28.3 LGUM28.4, LGUM210.2
Masonry Beam Hangers
6
Then HD (THD.H4SS, THD-t&SS. THD-CSBSSj
Then HD Heavy.Duty Screw Anchor for Concrete avallable in 3C4
ASUSSR, ABU101C ABU1D1OR ABU1212. ABLJ1212R
9
LTA2
Lateral Truss Anchor
LGUM210-3- LGUfvt2110-4, LGUM46 -GUM48 LGUM410
or 316 stainless steed wi h hex hem, end 316sterdess seel win
3
4
ABW44Z ASW441i ABM1146Z, ABW46RZ. ABW66Z. ABW86RZ, ASW7.7
AC4, AC4R, ACE4, ACB. AM, ACES
Adjustable Post Base
Post Cap
10
11
META12, tvll META78, META20. META24. MIETA40
NSTAM24, MS i ANM. MSTCM40, MSTCM60
Embedded Truss Anchor
Strap Tie for Milasoruy,
5
MBHA3.1219 25, MBHA3 12011 25, NBHA3.5617 25, M8HA3 5619.25. MBHA3 56111.25
t.BHA3.56111 88. MBHA3 56114, MBHA3 56/16, MBHA3 56M 8 MBHA5.5017 25,
Mlasortry Too Flange Beam Hangers
7
Titan Turbo (TNT)
countersunk head
Titan Turbo Screw Anchor for concrete or masonry
5
BC4, 8C46. SC411, BCO, SC8R. BC8 8C52.2/4.. BCS2-3/6
Post Cap
12
MT51ii MTSM20, HTSM16, HTSM20
Twist SVW for Masonry
Milli 25. M8HA5 50111 25, JiCHA5-5001 88, Mi3HAS 50114, MBHAS 5OM8,
$
t B44, C846, 0648, CM, CEEB
Embedded Column Base
MBHA5.50118
7
CBS044-SDS2: CBSQ48°SOS2, CBSQ66-SDSZ CB5088-SO52, C8SQ88-SDS2
Embedded Column Base
a
NBHU3.5619.25, 108 U3.5e/11 25, MBHU3.sail 1 88, MBHU3.56/14, MBHU3,5646,
M3HU3 56/18. M8HU550619 25, MBHU5.50/11 25, MBHU5.50'.1 88. MBHU5.50114,
Masaxy Beam Hangers
irLsi M
8
CC, ECC, ECCU Series
Baked column caps with W1 ranging from 3.1J4" to 9-112" and
FL#1 /496-R5
VV2 ranging from 3.518" to 7.1/2"
MBHU5 50/16, MSH05 =18
aft"
Product Maidel. Number or No
Product Description
CIO
0
9
CCO-SDS2.5, ECC'Q-SDS2,5 Series
Snowed column caps with WI ranging from 3.1 W' tc 9.1/2" and
29d It
Product Morsel. Num bar or Name
Product Description
1
X34211018.5K, X1 S1016, X1 B1018.4i( XQ 1 S1DI6, XQt 61016.41K
#10-1 S Strong -Drive X Metal $""Drilling, Tapping Screws with $3
VV2 ranging horn 3-W' fro 7.112„
1
CTT1 Z
Dock Tension Tie
Drill Point
�
10
CPT44Z, CPT6 , �T88Z
Concealed Post Tie Base
2
HD12, H019
Baked Holdovvrs
FL#13975-R9
2
'(LQ114T=4. X101l4SI224-2K
#12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping
l�L
11
EPB44A, EPEM, EP846, Eli
Embedded Past Bass
3
H038_ HD58, HD75, HUN
Soused Hokdovms
Screws with 05 Drill Point and Large Diameter Ibex Washer Heed
12
M64Z
Embedded Post Base
4
HIPS, HTT5-314
HTT4, H
Tension -ies
�
m
Product Model. Number or Name
Product Description
3
XMQI14S1224, XM011481224-2K
#12-24 Strong -Drive XM Mad°urn-Head Metal W-Drilling.
O
13
LC844. LCB86
Embedded Column Base
5
LTT19, LTT20B, LTT131
Light Tension Ties
1
SDW22300, SOW22338, SOW22438, SDW22468, SOW22500, SOW2260C SOW22838.
Strong -Drive SON EWP-PLY and TRUSS -PLY Screws
Topping Screws with #5 Drill Pam and Medium Drarnoter Hex
14
LPC4Z, LPCBZ
Light Post Cap
S3vAme34
4
X0114S1224. XQ114B1224-2.bK X114SI224,) Q112S1224. X0112B1^.24-2K
#12-24 Strong -Drive X Metal Self -Drilling, Tapping $,prow; with 116
L
15
NP844Z, MP888Z, MPB88Z
Moment Post Base
2
SDWC15450 SDWC15800
Soong -Drive SDWC TRUSS Screw
Drill Point
fi
` J
18
Pi P844R, P846, P866, PB68R
Embedded Post Base
F1.03628-R5
3
SJWH19300DB, SDWH194000B, SOWIH195OODB, SDWH198WDB, SOWH19100006
Strong -Drive SDWH TIMBER -HEX Screw
5
XU34SIOiS, X.134810185K
#10-10 Strong-DnveXU Metal Self-Drdng, Tapping Screws with
17
P6S44A, PBS48, FBS88
Embedded Post Base
4
SDWH274000 SDWH278DDG. SlYWH278ODG, SDVW2710CIDG. SOWH2712ODG
Strong -Dove SOWN TIMBER -HEX HOG Screw
#1 Drill Point
18
PBV6, PBV10
Round Post Balser
AMAE'lgdud
Model. Numberor Name
ProdudDe�ription
5
SDWS16212, SDWS'16300, SCOMS1631Z SOWSI640)
Strong -Drive SOWS FRAMING Screw
19
PC4418. PC48-18- PC48-18, PCa4.18, PC8iS1a EPC44-16 EPC48-15, EPC48.15,
Post Cap
1
S3518x24, S87FSx24, SB1 x30
S8 Anchor Bolts
8
SDVV519800, SDVSt971Z SOWS22400, %S22500.SOWS22512. SDWS22600.
Strong -Dine SI7JJS TIMBER Screw (Tntenor Glade)
O
EPC84-18, EPC6&18
2
SSTB16, SST820, SSTB24, SST628, SSTB34. SSTB36. SST616L, . ST620L, SSTB24L.
SST Archon Botts
SQWS'ei' 800, SDVLS22900, SDVVS2ZIOOO, SCWS221100, SD'W=1200, SDWS221500
FL#138320-RO
L�
20
PC4Z PC4R7, PaCBZ, PCBRZ. PCa8Z, PC8RZ EPC4Z, EPC4RZ, EPCW, EPC'SRZ EPCSZ.
Past Cap
SSTB28L
7
S13WS2230008 SDVVS224ODDH 5DWS22500D8_ SDW82260008. SOWS22800D6.
Strong -Drive SOWS TIMBER Screw (F- enor Grade)
EPCORZ
SDWS221000D6
§d2J
Product Model. Humber or Name
21
PPB44.4Z. PPB"4SZ
Post Base
8
SDW822312DB8, SDWS22512DB6
Outdoor Accents Structural Wood Screw
1
OSSCB43-5. DSSCB46, DSSCB48, DSHS
Bypass Framing Drift Strut Connedot
22
RPBZ
Refreft Post Base
FL*I38T2-R4
9
SDWS273005S, SDWS274OOSS, SDWS275WISS, 9DOVS2760OSS, SOWS278008S,
Strong -Drive SOWS TIMBER SS Screw
2
FCB43.5, FCE45.5, FCB47 Sr FC8495. FCB411.5
Bypass Framing Farad-Cbp Connector
W
SOWS271000SS,SOWS27120GSS
3
FPHS034S1018,FPHSOU131015,EPHS034B1018-5K,FPHSD34S1214,
#10.16and #1Z14Strong. Drive FPHSDFramng4o•CFSSelf-
Sea a
Product ModN. Number or Name
Product Description
10
SDWV13400
Strong -Drava SDWV SOLE -TO -RIM Screw
FPHS034B1214, "SD34B1l214-5K
Dlfling. Tapping Screws
FL# 109III64M
1
CMST12, CMS714, CMSTCI6 CS14, C$16, CS18, CS20, CS22
Coiled Straps
1I
SrN22
Outdoor Aaeits Hex -Head Washer
4
LSFC2.25, LSFCA 25, LSFC8.25, SFC2 25, SFC4 23, SFC6,25
Steel Framing Connector
00
2
HRS6. HRSB. HRS12. FHA6, FHA9, FHAl2, FHA1S. FHA24, FHAW MST126, MST136,
Straps 87 mil (12 ga)
5
LSSC4.25, LSSC8.25, SSC2 25. SSC4.25. SSC6 25, MSSC2.25, MSSC4,25, MSSC6.25,
Steel Stud Connectors
JbILg
Product Model. Number or Name
Product Deseriatlon
Anchor
3
NS7W8 MST180, MSTI72. SIMST27, SIM ST37 SIMST48
HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C
Heavy Twist Straps
FLas15363-R3
6
MSSC4.25KW, MSSC6 25KW
RCKW3, RCK1M S, RCKW? S. RCKW3S, RCKWS
1
2
FJA, FSA
FiRFP
Foundation
Flat Retreat Foundation Pile
4
LSTA30. LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MST '• 18 MSTA21, MSTA:4
Straps 43 mil (IS 9a)
7
5S
SOB43 5, SCS45 5, S0647 5, SCB40 5, 9C3411 5, MSC845.5, MSC847 5
Rigid Knee WWI Connector
Bypass Framing Side -Clip Connector
3
CH484 GH46-8, 011486, G144843, GH410.0, G1-1410.8. 01-166-6, GH86-8. GH68-6, GH68-
Girder Hanger
5
LSTAP LS'TA12, LSTA16. LSTA18, LSTA21, LSTA24, ST292, 8721-.2, ST2115. ST2215
Straps 3,k mil (20 ga)
Product Model. Number or Name
PMdUCt Description
8
SCS32-W7, SCS62-W SCS62.5r 18. SCSe2-5/118
Bypass Framing Con neclor
-0
8, GH610.6, CH61M
6
L3081i3.25, SUBH3 25 MSUBH3 25
6ridlifin g Caruiector
1
AS IS. AS 18S5, AS 18SO
18 ga Truss Plates
9
SCW5.25, SCW5.5
Head-of•Well Slide -Clip Connector
4
GLB5A, GLB58. GL85C, GLBSD, Gli GLB7B. GLB7C, GL67D
Gkdam Bearing Plate
7
LTP5
Lateral To Pate
2
A5 20HS
20 ga. High Strength Tress Plate
10
SX8.26. SJC10.25, MSJ &Z.. MSJC10.25
Steel Joist Connectors
L
5
GLBT512, GSLT812, GLBT518, GSLT818, GLST520, GBLTB20
Gkiam Bearing Plate
8
LTS12. LTS16, LTS18, LTS20
LghtTwistStraps
3
AS-20
20 ga Truss Plate
11
SS83,518
Bypass Framing Side -Clip Strut Connector
0
Cz
8
H%8A. HGLBB, HOLM, HGLBD
Heavy Glulem Bearing Plats
9
USTA30, MSTA38, ST6215, ST6224. ST9, ST12 ST18, ST22, MSTC28, MSTC40, MSTC52
Straps 54 "1 (16 ga)
4
ASHP
Hngo Plate Connector
12
XLSH34B1414, XL8H7813/414
#14-14 Strong -Drive XLSH Shouldered Self-Dri tang, Tapping
7
HGT-2, HGT-3, 4GT-4
Heavy Girder Tiedown
10
NSTC68, MSTC78, STS236
Straps 61s aril (14 go)
Suewis
LLI
8
UFP10-SDS3
Universal Foundation Plate
11
full MTS1S, MTS18 MTS20 MTS30, MTS24C, MTS30C
Medium ?wstStraps
13
XQISi018, X0181016-4K• XQ1S1214. XQi81214-3.5{. X078S1224, X87881224-3K,
#10.16, 412-14 and 012-24 Strong-DriveX Metal Self -Drilling,
�
9
URFP
Universal Retrofit Foundaton Plate
12
S BI 56, S/ Zi, SIM.06, S1132.37, S/82.56, S/B2 66, SA33.12, S1K 36, S/B3.62, Sail.06,
Toff Flange Joist Hangers
FL50TW-Ril
X0114SI224, XQ71481224-2.5K, 7QI12S1224, X0112812244K, X3461016-5K,
Tapping Straws
�
964.12. 5164.28, $f64.75, SI65.50
8.4
XI81010, X16101K, XM214, X181214.3 SK
�
13
9BA2.12)6, S1BA2,12/1 C, SBA2.12112, BIBA2.12/14, SiBA4.18/8, SiSA4.18110,
Top Flange Joist Hangers
*
Product Model. Hum leer or Name
Product Description
Z
5bA41W12, S1BA4,18114
1
ET -HP
Adhesive Anchor for ocricrete
z
14
SHIA
Hurricane Tie
2
GAC, GDP, GDPM50, GOPM-75, GDPM-100, COPS, GW 50. GW-75, GW-iDO, GTH
Gas -actuated fasteners and assemblies
15
^ HDBS, SMO88, S1F�IOS, SIHDi06, S1HDi5S, SMO1S8
Holdcwris
3
PJPA, PDPA-K, PDPA-MG. PDPAT. PDPAT•K, PINW, PINWP. PINWAfll POPAWL,
Pomier•actuated fasteners threaded studs, and assemblies
16
`4HD1J4, SMDU6, SMDU9, S/HDU11
Holdowns
PDPNVVL-MIG, PSVL3, P3VL3-K, PCLDPA, PMLDPA.PTRHA3, PTRHA4
J
17
SJCT, Sr[4JCT
Joist Hangers
4
SET-3G
Adhesive Anchor for concrete
SHEET
NO.
March 6 2023
PA 1.3
to -_.
U
MIAM 311A3Q4DADE COUNn'
PGT Industries. Inc,
PGT Indusn ies, Inc.
_U
t--
• PRODUCTCMNTROLSECrnoe
PGYIrtdustries.Irtic.
O �- O O
1I1W SW 26 sa es, Rotlas
NOTICE OF AC`CEPI .PVC"E: EtTDE'�Cl: St`B'_IIiTTED
�"OTICE OF ACCEPT tiVC E: LtiDEwVCE Si�BAii?iE1i
O �-
-0 L
DEP,Redo€:NroFREGULATORYANDECO.�OWCRESOURCES XM) M stt7s-:.t7
8OMW A" CODE a►DML' i1S?RA1itJOt ili'i'tS�V ( X_0jf�f1 F Ct6)
, .
NOTICE OF AC C'EPT_CE: EtCE St'B2*IiTIED
D. t ALTI7 ASSitR.4`VCE
.c -
t� v , on
K*11 W
NOTICE OF AC CI�FT A.V CE (NOA) trtrxa�rac,.tat�
1. Evidence submitted ender rel`iu > ti C)A
P
B. TESTS (continued)
1 • Miiami Dade Department of Regulatory and Economic Resources (RER)_
O 0 -0 -0
PGT Industries, Ir4c.
A. DRattrG5
O
1070 Technolo&- Dort,
I. h'lanufacturds die drawings and iectii�.
5. Test repots on 1) Air Infiltration Tee. per FBC- TAS 202-94
- N
C 0 'S
North Venire. FL 34275
fSrrb»ttlred under N () 4 ,Vo.114107 04
?) Uniform Static Air Pressure Test. per FBC. TAS 202-94
E. MATERIAI. CERTIFICATIONS ATTO-NS
= �
SCe�Pt::
'. Drawing No. MD-5570.0£ titled 'Vaivl Sliding Glass ':'�TOA "`. sheets 1
3) Water Resistance Test. per FBC. TAS 202-9E4.
1. Notice of Acceptance No.1.."528.14 issued to Vision Extrusion on Limited for their
.O
� 0 4. 1 t. M
TO
Thi3NOAis beingi ednadcz the le rules andtegolatiow governing the t of co�roctionmat�als.The
through 21 of -II. by mmufact m, dated 10:05,-4a. with revision a dated
4) Lvp Nfi�sssle Impact Test perFBC`. TAS 201 4
"It'hite Rigid PVC Exterior Extrusions for ANIndows and Doors". dated 08r' 115-
.(n -0 E
- O
documentation submitsed has been revwwed and accepted by Miami Dade Court) RER -Product Cost Section to
04-'05i 17, signed and sealed by ::. Lynn NWer_ P.E.
5) Cyclic Wind Piesare Loadi� �s FBC. TAS 203-94
g on 09�30.� 19.
O � ell Q
be used in Miami 1 (i owty and o rams a tuv allowed by the Authoint} Having +�Cttoln (AM).
6) Fumed Entry Test- per FBC. TAS 202-94
2. Notice of Acceptance No. 16-W20.08 isms ied to Vision Extrusion L.ijm_ ited for their �-E
� cn `O 0-
This NOA sha0aovstrd law.The Miami -Dade Coitary Product Caiimtroi Section
B. TESTS
aping with marked -up drawings and installation diagram of vinyl sliding glass d� prepared
°
`
1
1000 Ian ..0.. and lighter Shades (Non -White) Rigid PVC Exterior Ext'l LL?Nns for
� /��
� i.t .T� V l
,.. ,. -
bribe ran area�o�.ta►�dbr .
NlittmtDade C '��D C reserve the tight to have is
m ry)
.. ,
1_ Test on 1 Uniform Stitt+.
) Air Pre Test. per FBC, TAS 202-94
-.... s /
by Fenestration Testing Lab_ Inc.. Test Report I'vv o. FTL V49. dated 1106 , I5, and
,s
Windows and Doom". dated 1'2 16. �mg on 12)29!? 1_
t or mated tested far _ a r tom,_ 1f this or material fails to otm me a c led
Pr � PmP P� ce
.
') � ile Impact Test per FBC. TAS 201-94
sealed by Idalwis Ortega. P. E. (% report recce on 12.04f15 and 4211 � 16)
3. Notice of Acceptance No.15-0528.15 issued to Vision EEuustor► Limited for their
manner. the crater will incur the expense ofsuch testing and the AIU may "imandiately rev oke. modify. or
3) Cyclic Wind Presswne Loading per FBC- TAS 2034
6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94
"Brown Coated (Painted or Laminated) N%Iike Rigid PVC Exterior Extrusions for
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
along with marked -up drawings and installation diagram of tiiny-1 sliding glass door. pied
') Uniform Static Air Pressure Test_ per FBC. TAS 202-94
tlindows and Doors", dated 0&'13115. cr g on 0930.119.
acceptance. if it is determined byMianu Fade County Product Control Section that this product or fails to
by Fenestration. Testing Lab, Inc.. Test Report No. Fn 8717. dated 11-107 15. signed and
3 Water Resistance Test. per FBC. TAS M-94.
4m Notice of Acceptance No.16-0712.02 wed to ENERGI Fenestration Solutions USA,
meet the requirements of the applicable building code_
This product is approved as describedhevem andhas been designed to comply with. the Florida Built�tm Code.
scaled by Idalmis Ortega, P.E. "Tes r wed on 02-15.� 16 and 0 2 ^4 1 �
g � � )
4 e Missile Impact Test FBC, TAS 201-94
) � � 1�
Inc.for theirr ""TAN 3040 and ter Shades (Non -White) rite) d PVC Exterior
�
including the High �"elocity Hutrirauae Zertae_
Test on l Infiltration Test. FBC, TAS 202-34
2 • � ) • 1�
5) Cvchc Wiind Presme Loathing per FBC. TAS 203-94
Extrusions for R'indows and Doors" dated 09�'15'16, expiring on 07°04r`21.
'USA,
DESCRnMON: series =5t70c 770" vinyl Slims Gla ss Door (Reinforced) w."wo 900 & 13-0 corners-L MI.
'_) Uniform StatiY. Air Pr ire Test, r FBC, TkS 202-94
aloes with maned-W drawings and ration d of ,myl sliding glass dam prepared
5_ Notice of Acceptance No.1d-0712.04 issued to ENERGI Fenestration Solutions
?1PPROt' AL DOCUMENT: Dravvia No.-5570.0 Rev B, titled 'i' Sltdmg Glass Door NOA sbdes
l€ (M .
3) Water Resista: ice Test. per FBC. T-AS 202-94_
by Fenestration Testing Lab. Inc.. Tee Report No_ FTL 8552. dated 12.04;15. signed and
Ire. for their ''Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
? ,�
- PTeP - dated 10�t?5'15 and on 0..'01 21. sttatd and sealed by
4) Large Missile impact Test per FBC. TAS 201-94
5) Cyclic Wind Fressmue Loading per FBC, TAS 203-94
sealed by Idalmis Ortm. P. E. (T report revised on 02� 5,2016)
T T report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94
Exlr-usious for Windows and Doors" data! 09r15r16. expiring on 04�` &20.
6. Notice ofAcceptaace No.1d-0712.03 i� to ENERGIFen�estraEtionSolutions USA,
A�L�trl t44iikr,�P.E.. bearing thema�acturez.
_ aantrol
8 ' liatut Dade t: ountvProduct C Restsiarestamp with the Notice of
6) Forked Emory` Vest., ,per FBC. TAS 202-94
') Large Missile i ct Test per FBC, TAS 201-9t4
Inc, for their AA1*e Rigid PVC Exterior Extrusions for Windows and Doors" dated
Acceptance number and expiration by the .%fiatm-Dade Count,,; Product Control Sechon..
along with -up draw and installation diagrasmm ofvmyl sliding glass door. prepared
,•
3) Cyclic Wind Prtss+rare Loading per FBC_ TAS 203-94
� r
08/10,17. vyiiiag on 0�,� _818.
NI SILE IMPACT RATING: Large and Small Nhsile impact Resistant
by Fenestration Testing Lab, Inc.. T°si Report No. FTL 95.16. dated I 1-06.15. signed and
along `ithmari marked-% drawings and i ailation diagramof imyl s p sliding glass door, apared
T Test reports No(s). 10-402-792(A), 10-06-MO527. 535753-09. per ASTN E-84.
Limustiors:
1. See table 1 (sheet 2) and table 2 (sheet§) forapplicable SOD unit sizes- design pressures. reinforcements types.
sealed by Idalnmis Ortega. P_ E. (Tes7 report revised on 01 •'04:16 and 0,241 '_'-016)
by Fenestration Testing Lab. Inc.. Test Deport No, FTL 6638 (samples A-1 thnu A-22). dated
ASIND 19'29 and AS'lly D-635. issued by EXOVA to Vision Extru mon for cellulosic
gl types.� 7 -8) and atachorlayotit sheets regituremerits 1ri 1 I thril 16.
ass sill riser (,see tables: B-1 & B-_. sheep
, 2-
.�, Test report on 1) :our Infiltration. Test, per FBC, TAS � 94
11 19� 10. signed sealed by Jorge A. Canso. F. E. fStrburr•�ed uarder:'� f).4 ti'a 11-
-
composite material.
'. R,r White PVC, Tan (Non-vnhite)Rigid PVo: andBrown coated (Painted or laminated) vtrhite Reid P'�"C to be
2 �
�'} Uniform Static Air Test. per FBC`. TAS _lJE
,,
OI tip. b�`j
(3'tibawr�itr`ed rrrrd+�r :� 0.4 �1 � ll-V�10"7:O�fj
labeled per referenced NOA's requirremews.
3) Water Re Mai ice ?eat. per FBC. TA S ?'02-94
8 Test report on 1 l An• Infiltration Test. per FBC. TAS 202-94
$_ Notice of Acceptance No. l�i-09I6.11 isstued to KtvaraY Amw~tica_, Inc. for their
3. Egress operable doats must comjA with min clear width or height per FBC requirement as applicable.
4) Large Missile Impact Teri per FBC. TAS 201-94
2) Uniform Static Air Pressure Test. per FBC. TAS 202-94
SenoN Glass (Clear and able) Int y er-. expiring on 07:041 S.
4. Pocket walls under sep3aratespproval to be res evmdb►y Buddmf official
5) Cyclic tilw'ind Pressure Loading per FBC, TAS 203-94
3) Water Resistance Test. per FBC, TAS 202-94_
9. Notice of Acceptance No_16-1117.01 issued to Kurarav America. Inc. for their
I. ABELLVG: Eachtuutt shall bear a pestiment label with the m cturer`s name or logo. city. state and series aced
-
6) Forced Entry - eat. per FBC. TAS 202-94
4 L..0 N ` ct Test FBC.
Large Inipa per TAS 201 94
"?rosifo ntraclear. Clear and Color PN B Interla vers". expo on 07408,49.
following statenilr►nr "Miami -Dade Ct� Product Control Approved". noted herein
along with narked -up drawings and installation diagraum. of'viinyI sliding glass door_ prepared
_)
5) Cyclic Wind Preswre Load per FBC. TAS 203-94
RLN7EW. ►L of this NOA shall be considered after a reamil application has beenfiledand there has beenno
by Fenestration Testes Lab, Inc- T,-st Report No. FTL 8547. 'dated 12°`0415- signed and
6) Forced Entry Test. per FBC. TAS 202-94
F. STATE111NTS
change in the applicable rodent mlyatfec ' the erfornunceofthis product
Pp building L p P
sealed by Ida Ortega, P_ E. (Tes- rep•on tt'~.-ised on 02�15.16)
all ��fithnmarked-u draw>sm sand installation din of vin,;1 slid" lass door,
p l? 19 � 8 l�'�
I_ Statement letter of conformance with FBC-S6Edition (2014) and FBC-6thEdition
TER3 ATIO:1 of this NOA will occur af#er the expiration din or if there has hem a revision or change in the
4 Test report on 1) Air Infiltratioi _ Test. per FBC, TAS '02-94
by Fenestration Testing Lab. Inc.. Test Report No- FTL 6337 (samples A -I thou A-5) dated
(201?} isstued by manufactturer, dated 0&14117, signed +St sealed by Lyslrt Miller. PE_
materials, use, and'or manufacture ofthe product "process _ Misuse of this NOA as an ender vatnt of any product,
?)Uniform State. Air Pressure Teri, per FBC. TAS 202-94
1?.'0_610. signed and led by Jorge A. O: auso. P. E. fSubmined under 1Y O.4 A'o.11-
? Statement 1�#es of no financial interest. dated 04� l l3a 17_ issued by n�acttuex. sighed
for sales, advertising or ary otherpurpows shall automatic ally *rminate Oki-% NOA. Failure to comply 1 a'
3) Water Resistmice Test. per �C _ TA 1-02-94
01 Q )
& sealed by Lynn Miller, P-E •
�
section of this NOA shall be cause fortenn nation and trmtocal of 0A,.
4) L p N is'silt act Ttv per FBC, TAS, 201-94
3. Letw of lab compliance. part of the above test reports.
1i}t"ERTZS��tE T: The NOAnuWb er precededby the words Miami Dade Counrtr� Florida, and foilow�ed by the
5) Cynic I&'ind F'ressw Loadirsg per FBC. TAS ?03-0
C. CALCITATIOti S
4. REK Test Proposal Rio. 17-0387. dated 05-,05,17, signed by Islaq Chanda. P.E.
displayed 8 po displayed.
expirationdate in literature. Ifanv thonoftheNOAisd ed. then it shall be
fi) Foxcexl £retry =eat, FBC. TAS 202-94
1 _ Aricliar verification calculations and structural analysis, conplying with FBC-2014,
done in its entirety.
along with marked -up drawings and installation diagram of vmyl sliding glass door, prepared
by PGT; dated 12.0915and last re��ised on 02'15:16, and sealed by
G. OTHER
12NSPECTiON: A co of this entire shall to to the u rb the tracer or its di tams and
Pv p
by Fenestration Testing Lab, Inc., TI°st No. FTL 8548. dated 12, ,'15_ signed
�nthou -L r,P..E. fSrrbnrl led Trrrder.ti'(i.4 � 0.1 S-1?10.G►1 �.
�
1. Notice of Acceptance No. 15 '1210.01, i to PGT Ind, for their Series
shall be available Sir inspectitan at the job site at the request of flue Building Official.
sealed • idalnus Ortega- P. E. es- r revised on 0I ,V4,'16 and 01.111;1
{T
2. G complies vitb ASTMS-1 -09.
-5570r`2770.. t inv[ Shdin Glass Door (Reinfor ced L.3 i1 ' , ex o n 04/1*21.
- S ) - P�
TbisNOAretisesdrrenevnNOA# 0-0429.05andramistsofthispageIandesidencepagesE-1.E-2.E-3.E-4.
j I -►.:w
lr;ay. , `;,,.,.
F-5 & E-6 as well as approval document mentioned above.
L Chanda. P.E.
Lhaq L Ganda. P.E.
Ishsq I, Chasda, P3E.
The ssihniitted doctatntetmtttion was rec wed b I L Clmnt3a P.E.Ishaq
y
Product Control fait $uptniaor
Product Control fait Sa pet•riaor
Product Control Unix Suptvriaor
NOA No. :1-0.06.03
:BOA No. 21-0:09 0;
:'0.A No.:I-0.'0S.03
NO.i No. 21-0:06,01%
�•. '' Exp radea Datei .i pril 14,:0:6
Expiratioa Date::April 14,203
Expiration Dater April 14. 20.6
X*radoa Dsar; ApYD 1.4, 20:6
4 I its r-L kpproral DatetMacch :;, 2021
Approval Irate. March .r..0.1
Approti•al Date;'March :611.01.1
Apptroral Date: '.11arcb :it, 2021
Pate I
E -1
E -:
E -3
JUL 14
PGT Isidustrim Inc.
CGI Windows and Doors, Inc.
PGT Industries. Inc.
-NOTICE OF ACCEPT . CE: EMENCE SUBMITTED
NOTIC E OF ACC EPT:L\ C•E: EVIDENCE SUBaIITTED
NOTICE OF ACC EPT A,`CE: EtjMENC:E SUBMITTED
Virtual
dew Assist. In
2. Evidence Submitted under previons submittal
E. NL4.TERLkL CERTIFICATIONS (courinue) -
3. New Evidence Submitted
Plans Review
far compliance w
pleted and approved
t the 2020 FBC 7th Edition
5. Quiantx Part o +r co lying with A.ST14�I C`51S 1 Conductivity
by Debra
ne Klahr PX2300
A. DRAWINGS
0-881 BTU-heti lir.-8=-°F. ASTM F 1249WVTR-Pass. ASTM 1)3985 f en -Pass, A'Stm E
A. DRAWINGS
1. Drawing No. MD-55 70.0 Rev B_ titled' -Vinyl Sliding Glass Door NOA (L.N1)'-. sheets
,190 I.G_ Durability -?No Fog -Pass. r•Submined tinder pretiorrs :VO.4 Yo.05)
1. Drawing No. 3iD-5570.0 Rev B. titled --Vinyl Sliding Glass Derr :'BOA (LNI)-. shears 1
1 through 21 of 21, prepared by manufacturer. dated 10,!05115 and last revised on
through 21 of 21. prepared by nimufacturer. dazed 10 05.15 and last re xw. d on 02�1:? 1.
_ Lyme _ P.E.P E.
04 `22,20, and sealedt
6• c 18 Thom udmm is BTC -ia`
signed and sealed by A- Lynn Miller. P.E.
s._ASTN1 E
-ft=-�F. ASI'i�i F' 49 Pas- AST i IJ,1 Pass
Note-. This revision consists repllacemml ofsaar eoxsti installation screw with flat head-
B.
B. TESTS
2189 I.G. ability -No Fog, A STM E 546 Dena P Develo -20O'F in 48 bs-
1. Test reports on: 1) Air IrtftratiromTest. per FBC. TAS 202-94
(Subrrrtiled under:V0.4 Nv.15-0 09.05).
B. TESTS
W
2) Uniform Static- Air Pressure Test. Loading per FBC. TAS 202-94
7. Vision Extrusions- Ltd. Parts con plym with PVC' A-Arlo-k 303-13- Vo arti Specification
}
3) Water Resistance Test, per FBC. TAS _0_-94
for Rigid Polyt*� rl Chloride V - Fxtenor Profiles for Vision Extnnkm Ltd.-VEX-1 by
� ` •) _
1. None.
LargeMiss �t T per FBC_ TAS 201-94
_
AA.�i�l Fenestration Eat Pro:ile Certification Pro (Submined ande°r•., �0.4 X . l �-
5 C y Pressure Loading per FBC, TAS 203-94
0409.05)
C.. x I4F;,1.7
along withmarkesi� drawings and i�albbom diagram of all PGT Industries, Inc.
8- Vision Extrusions. Ltd. Partscom�Aying with PVC .kANIA 303-13_
1. None-CALCULA
None -
1. 1vTo�,
�
representathv units listed blow and tested to qualify Dowsil 791 and Dowsil 983 silicones.
(Subw fulred under \ O.4 . o 15-0209 05)
D. M-L CE
(D
prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.:
9_ PVC-AAN4A 303-13, Voluntary Speci -atom for Rigid Poly- idyl Chloride (PVC) Extenor
QTL -ALITY ASS
FTL-7897. PGT PA"5520 PVC Fixed Window (unit 6 in proposal), dated 09,`03i 14
Profiles for Vision Extrusions. Ltd.-VEX-1 by AANiA Fenestration F-Kterior Profile
1. Miarni Dade Departnicat of Regulatory and Economic Resouces (RER).
FTI120-2107.1. PGT SGD780 Akiminuta Sliding Glass Door (unit 7 in FIT.-20-
Certification, Program
1107.2, PGT CA740 Abaco Ouutswing Casement Window (unit 8 in proposal) FTL-20-
10_ :Notice of Acceptance No. 18421".14 issued to Energi Fenestration Solution. USA. Inc. for
E. MATERL4i. CERTIFICATION'S
�
2107.3. PGT P% 7620A Alta minum Fixed Window (unit 9 in proposal) and FTL-20-2107.4.
that ..Tan 3040 .fir light shade t ion -white) White Rigid PVC Exterior Extrusions for
1. Notice of Acceptance No.19-0305.02 issued to Kararay America. Inc. for their
>
PGT P%'7620 A Aluminum. Fixed Window (unit 10 in proposal) dated 0713.220. all signed
Windows and Doors'. expiring oa 02.04 '1,
"Trosio48 Ultracl+ear, Clear, and Color Pi'B Glass Interlayers-. expiring on 07.08/24_
f�
0
aad sealed by Idalmis Ortega. P.E.
11. Notice of Acceptance No. 18-0122.02 issued to Energt Fenestntion Soiutiou, USA. Inc. for
1 Notice of Acceptance No.17-080&02 issued to Ku gray America. Inc. for their
�..�.,
s-
their "White Rigid PVC £a terior Extrusions for Windows and Doors-. expiring on
"Seutt�last (Clear and NAUe) Glass Inter yers''. expiring 07, .23.
,,a•�''
CL
C #LCLTLATIOAS
02,"28.23.
3 '.Notice of Acceptance No.1.8-1106.10 issued to Vision Extrusions Liiuited for their `Brown
0
CD_C.
Q
1. Anchor verification calculations and structural analysis. complying with FBC 76
11. Notice of Acceptance No- 20-020 .3.03 issued to Energi Fenestration Sohit>ion., USA. Inc_ for
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows
Edition (2020). dated 042120_ prepared by manufacturer, signed and sealed by
their `Bronze & light shade cap coated W ite Rim PVC Exterior Emvsions for
and Doors'. expiring on 09:30,24.
�.
U
Anthony Lynn Miller, P.E.
Windows and Doors", expiring o_u 044625.
4 Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for • series
2. Glazing complies with A.STME1300-041. 49. 42 and -16.
"VE 1000 Tan 202 and lighter shades (Note -White) Rigid Cellular PA"C' E.zrtetior
�
D. QUALITY ASSUILL CE
F. STATEMENTS
Extrusions foi-Wiundows and Doors-".. expiring on 11,29,21.
�
O
Niiam%Dade Department of Regulatory and Economic (RER).
.�
1. Star eam cant letter of conformance to FBC Edition (_s 2-20_O). dated 04 0. issued by
�
manufacturer. sued and sealed b v Anth v Lynn Miller: P.E.
F. STATEMEN-TS
E. �i.4i RL4L CERTIFICATIONS
2. State men letter of no interest and of independent- issued by manufacturer. dated
1. Statement letter of conformance to FBC 'a' Edition (2020). dated 02;"Ol:21. issued by
�
L Notice of Acceptance No. 19-0305.02 issued to Ku raray America. Inc. for their
O f'IV20. signed and sealed by An thong Lymi Miller. P- .
manufacturer s and sealed by Anthony Lynam Miller. P.E.
"Irosifol'�i� i'itraelear, Clear. and C:olot• Pt,� Glass Interiayer�s'" exp.. on
. Privates La e doe imvnt between PGT dated 03,13O 15 aril s b'. all
- !t • �• .�
't
�. Private Labeling Agreyetrmmerrmt dated 43."09,21 between PGT Industries., Inc. and CGI
0M24.
involved putties.
Windows and Dooms Inc.. signed by Dean Ivi Ruari P.E.. V.P. Engineering- on behalf of
U
m
2. Notice of Acceptance No.17-M&02 issued to Kararay A.metica. Inc. for their
"Senn-yGlas
both cis.
Q
(Clear and Ubite) Glass Interlaz ers•'. expimg on OTIA 23.
G. OTHERS
3. Notice of Acceptance No- 18-1106.10 iced to Vision Extrusions Lied for their
"Brown
1. This NOA re'vises NOA# I7-0420.06 ,PVTw,,`CGI) and updates to FBC _020 (7*Edition),
G. OIHERS
�
Coated (Painted or Laminated) White R gid PVC Exterior Extrusions
exTiring 0+21 21
1. This NOA revises & renews NOA# 20-0429.014 (PL.A w +''CGI). expiring 0414 26.
for Windows and Doors"'. expiring on 093a-24.
2. RER Tesi proposals #19-1155 dated (1 1 10 210 approved by Ishaq I. Cbandla. P.E. tiepin
2. the current associated PLA CGI file 7r21-0205.01_ expiring 04,14�26.
O
cu
4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their
041+21
sees "t'E 1000 Tan 202 and lighter shades (Non- Itte) Rigid Cellular PVC
_
I; '» • r ! M, . {+
.
� 1 r. a^91 � iK fie"
Sty
w
�
r *� �} J
Exterior Extrusions for N% l doves and Doors-. expiring on 1 ,12912 I . r t
�
4.,.�rI'�.. r.[w
�
(3 r�
}.
I-Jmq I. Chands, P'I
lAxq I. C'handa. P.E.
z J
Ishsq I. Cliands, F.E.
Product Con"ol Unit Superrisor
Product Control Unit S ptrxisor
z
Product Control Unit Ssperrisor
No.v -No. 21-020f.03
NC►A No. 21-0201.t.03
Q
NOA No.:1-01.06.03
Expiration Date- April 14.2026
Expiration Date: Apri11I..0:6
J
Expiration Dsm: April 14,1026
Approval Data: March .c,.:O:I
Approval Date:'March M :b.l
�
:tipproralDstr..'Msreh :6, 2021
E •:
E -6
F -i
SHEET
N0,
March 6, 2023
PA1
■
MiA�MN[li�1DE MiAMI-DADE COUNTY' PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidade.aov/"onomv
Cast -Crete USA, LLC
6324 County Road 579
Seffner, Florida 33584
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have
this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"
Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E." on January 22, 2019, all bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section,
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade
County logo.
RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any,
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
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.
The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S.
hLAMFDiaDE CotmTY &_ f �/,_ NOA No. 20-0630.15
,'7 /7 t Expiration Date: 09/11/2023
0 )20 ) ea tc Approval Date: 08/20/2020
Page 1
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 18-0424-04
A. DRAWINGS
1. None.
B. TESTS
1. Alone.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources (RER}.
E. MATERIAL CERTIFICATIONS
1. Alone.
F. OTHER
1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E.
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14
A. DRAWINGS
1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of
1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No.
LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1
through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and sealed by Craig Parrino. P.E., on
January 22, 2019.
B. TESTS
1. None.
C. CALCULATIONS
L Alone.
D. QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER
1. Article of Conversion for a name change.
�Iz6 � 11L -
e' a my A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
E-4
Cast -Crete LISA, LLC
NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04
A. DRAWINGS
1. Drawing No. rD4612, titled "Pr, cast and Prestressed Lintel Details", sheet 1 of 1,
prepared by Craig Parrino, P. E. dated March 24, 2003 and Drawing No. LT461.., tined
"Cast -Crete 4", 6" & 12 " Lintel "safe Load Tables", sheets 1 through 3 0f 3, prepared by
Craig Parrino, P.E., dated Marc:'124. 2003, last revision #1 dated April 28. 2003 both
drawings signed and sealed by ( raig Parrino, P. E.
B. TESTS
1. Test report on flexural testing on 4. 6 12 " Precast Concrete Lintels Filled and
L%milled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared
by Applied Research Laboratorit c, Report No. 30404A, dated 04110103, signed rnui
sealed by Christopher A Homon P.E.
C. CALCULATIONS
1. Calculations fear Cast -Crete Lint" Is, dated 05129103, 207 pages, prepared by Craig
Parrina, P K. signed and sealed 41- Craig Parrino, P. E.
2. Calculations for Cast -Crete Lint" Is, dated 05129103, 140 pages, prepared by Craig
Parrino. P.E., signed and sealed by Craig Parrino, P. E.
D. MATERIAL CERTIFICATION:
1. Quality System Manual./or l..'ast 'ret(r Machine Made Precast Lintels revised on Aftn21,
2002.
2. Cast -Crete Quality System 11mm° d for Prestressed Products dated 2002.
2. EVIDENCE SUBMITTED UNDEV' PREVIOUS APPROVAL # 08-0320.09
A. DRAWINGS
I. Drawing No. FD4612, titled "P -ecast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E., dlated March 24, 2003 and Drawing No. LT4612, titled
"Cast -Crete 4 ", 6" & 12 " Lintel : 'afe Load I ahles ", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., dated March .?4, 2003, last revision dated March 11, 2008.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Qfjice.
E. MATERIAL CERTIFICATIONS
1. None.
elmy A. Ma ar, P.E., M.S.
Pro uet Control Section Supervisor
NOA No. 20-0630.15
Expiration Date: 09/1112023
Approval Date: 08/20/2020
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
9. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1 None.
C. CALCULATIONS
1. drone.
D. QUALITY ASSURANCE
L By Miami -Dade County Departme if q1 Regulator-1, and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None,
F. OTHER
1. Compliance Letter with the Fi wida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc.. dated 081081 7, signed & .sealed by Craig Parrino, P F.
2. Compliance Letter with the Fi rrida Building Code, 2020 Edition, issued by Cast -
Crete USA. Inc., dated 061114A signed & .sealed by Craig Parrino, P.E.
r, 1lelmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 20-0630.15
Expiration Bate: 09/1112023
Approval Date: 08120/2020
E - 5
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Cast -Crete USA, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12
5.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03
A.
DRAWINGS
A.
DRAWINGS
1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet 1 of
1. Drawing No. TD4612, titled "Precast and Prestressed Lintel Details", ,sheet 1 of
1, prepared by Craig Parrino, P F,.. dated March 24, 2003 and Drawing No,
1, dated 03124103 and Drawing No. LT461Z, titled "Cast -Crete 4 ", 6" & 12 "
LT4612. titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I
Lintel Safe Load Tables", sheets I through 3 of3, last revision dated 06112114, all
through 3 ol'3, prepared btu Craig Parrino, P. E, dated March 24, 2003, last
prepared, signed and sealed by Craig Parrino, P. E., on 08119114.
revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on
March 22, 2012.
B.
TESTS
1. None.
B.
B
TESTS
1 None
C.
CALCULATIONS
I. Calculations for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236,
C.
CALCULATIONS
prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E.
1. None.
D.
QUALITY ASSURANCE
D.
QUALITY ASSURANCE
1, By Miami -Dade County Department of Regulatory and Economic. Resources (RER).
1. By Miami -Dade County Department of Permitting. Environment, and Regulatory Affairs.
E.
MATERIAL CERTIFICATIONS
E.
MATERIAL CERTIFICATIONS
1. None.
1. None.
F.
OTHER
F.
OTHER
1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
1. Letter from Cast -Crete Corporation dated February 03. 2012, signed and sealed
Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition.
by Craig Parrino. P.E.. certifying compliance with the Florida Building Code, 2010
Edition,
6.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18
A.
DRAWINGS
4.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 13-0321.07
1. None.
A.
DRAWINGS
1. Alone.
TESTS
1.
1. None.
B.
TESTS
1 �'orre
C.
CALCULATIONS
1. None,
C.
CALCULATION'S
1 None
D.
QUALITY ASSURANCE
I. By Miami -Dade County Department of Regulatory" and Economic Resources (RER).
D.
QUALITY ASSURANCE
E.
MATERIAL CERTIFICATIONS
L By Miami -Dade County Department (!`Regulatory and Economic Resources (RER).
1. None.
E.
MATERIAL CERTIFICATIONS
F.
OTHER
1, Alone.
L Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E.
. elmy A. Maker, P.E., M.S.
Pr4o'ct Section Supervisor
ClHelmy A. Makar, P.E., M.S.
Control
Product Control Section Supervisor
NOA No. 20-0630.15
NOA No. 20-0630.15
Expiration Date: 09111/2023
Expiration Date: 09/11/2023
Approval Date: 08/20/2020
Approval Date: 08/20/2020
E-2
E-3
O
CU
U
O
U
O
-0
o
•;=
c
O
ey
0O
O
U_
Ca
O
.�
E
O
0
O
I—
C/)
cC
Q
z
z
W
J
UL 14 2023
Virtual view Assist. Inc.
Plans Review mpleted and approve
for compliance vr the 2020 FBC 7th Ed
by Debra nne Klahr PX2300
F=
=3
(D
Q�
i
U)
Cz
0
Q
Q
U
O
Cv
CIS
m
Q
w
Q
z J
Z
Q
J
0-
March 6, 2023
SHEET NO.
PA 1.5
_ALlNiLILL11kL" � ,i-, . -,,. L _-L.ii, , . , ���
I ---I — — - _L_ - I - IL_ - ___ I- I
,
=.=_ I
/T_ E ` 0 I r4
Z_-I.- 'k- CX\�
TILLIT TESTING fik EW30uEEAING COMPANY
_.— ___ ___
vk;,�Tiii�R -�_ iia , �JK, ?.F L wicc,04401 CM
I'L f'X. I" S., 44 1�
III - CL ,,L I- Ni, NOD , T III
PRODUCT EVALUATIONA
� - EFORT
REPORT NO.: 2"72&O1
DATE: July 28 2020
PRODUCT CATEGORY: Shutters
PRODUCT SUEI-CATEGORY- Storm Peneti;
PRODUCT NAME: 20 GAGE 'GALVANIZED STEEL STORM PANEL
MANUFACTURER: QlQbalp,Qkgdonj?r� ulrc�
4WO SX 51 Street
Davie, Florda33314
lt-EURPOSE-OF EVALVATION:
This is a Product Evaluation Report Issued by Walter A- Tillit, Jr,, P.E. (System
ID # IBOC) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method 1 0 of the Florida Department of Business and
Professional Regulation.
This product Is being Issued an Evaluation Report as described herein, and has
been ,mrifled for coinipliance In accordance with the 2020 Seventh Edition of the
Florida Building Cbde, and to verify that this product is for the purpose inlencled
at leav, equivalent to that required by the Code�
This Product Evaluation Report shall be subject to review and revision In case of
a Building Code ckange that may affect its limillations and conditions
2._EV1_K.N,CE.6V5M1TTEM
901-PRODUCT EYALUATION DOCUMENT tP&D,J;
Drawing No. 20-176, fitled "20 GAGE GALVANIZED STEEL STORM PANEL",
sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and sealled by Waiter A.
Tlilit, Jr_ P, E.; dated 07128/2020. This drawing Is an integral part %Qpl,
S
Evaluation Report, 00 A ,",ii,
,?tD`-,kr,_1R � , P44 ,,,
N, 'P., __, /
' "L"' ,.;H%
.
!" 4' , TI I �� �� .
.
___ � L Z - l\CFI _�
- - - _�E,t " i� % , ,
--= -III ;r, - . , ��
I ___ -1 -- A -4 ' 1`10 44167 -�
, - 'WE' Tlr� .
�Elol,, _L " � 1111, ;+
__ --- ---Ar!��- �::,� _. �, : �
� C_ �
,:�'O,` 't , ,
, -
11, 'I',, t0tI X"l-
x". - �, *,
it i, � I ."
VO, 0�- ,\� ,
- ,
61
I , 1��;. "
�
63 55 N. Al, 16th Skeet, Suite 30, Miami, I'larida 13166 - little", (305) 871-1530 - ly;�� 4A , ,,I
� q
,,a
, Iffi.ow"t
P11410T,11 ����%I,L�ATI(n---&J'-'Mi!AU�-lftkZ7i= 2
1ZI-TEST RP PORTS:
Large riT651le inpad and fatigue load tests were performed under Protocols TAS
201, 20' 3 as per section 1626 of the Florida Building Code. Uniform stattu loads
as per TAS 2C ,i2 Protocol. 'rest reports prepared by Hurricane Engineering &
Testing, InI Reports # 96-669 dated 081109/1c-Q6, #9f-5TO dated OW1811996,
#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina.
P,L, Fenestration Testing LabonaWry, Inc. reports # 20K dated "116M998 anti
# 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. arid ReW No
0210'01`09T dated March 4. 2009, signed and sealed by Edmundo Largaospacla,
R.E. and Henry Hattern, RE,
Tensile test report No. DCM-1 97 oy QC Metallurgical, Inc,, dated March 13, 2009,
signed and sealed by Frank Grate, P-E
", STRUCTURAL ENGINEERIING CALCULATIOW.
On 20 Gage GaNanized Steel Storm Panel for maximurn panel length v& design
wind load. as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparaltive analysis, and in accordance with
socnon 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
dated I V03/08 and (I signed and walled by Walter A. Tillit, Jr_ PIT E�
I MMILE 1IMPACT REWS-TAN-I
Large missile impact under section 1626 of the Florida Building Code, as per
TAS 201 Protocol,
CVVIND LOADS RlE_S13JANf&
20 Gage Galvanized St".1 Storm Panel has been verified to sustain winj
pressures. Maximum panel length shall be as inclicatod on shoets 8, 10, 14, 15,
16,19.25 and 20 of 26 of Product Evaluation Document (P.E.D.), drawing Np.
20-176, Maximum Anchor Spacing shag be as indicated on sheets 8, 9, 10, I 11,
14, I' 5, 17, 16. 19, 20 25 and 26 of 20, of Product Evaluation Oocu mrnt (PE,D- i
drawing No. 20-176.
1INSTALLAT.1W
Installation shall be performed strietty in accordanoci with details indicated ror,
sheets 3 thou 7, `1 0 thro 20, 23, 24 And 20 of 26� of Product Evaluation Docuniew
(P.E.D.), drawing No. 20-i76. Minimum separation to glass snail be as
Indicated on sheets 8� IT, 16, 25 and 26of 26, of Predict Evaluation Document
(P.E.D.), drawing lkklo� 20-17&
�,�>,,: -----,', ,,,
,,- --, . �
44kv ., , - ,,�\r, E N Sj - -:� '�I'
� "
- L S� �' -- 1. I
- ,c��- � - 1-zt�*a -44167 '-
I
_,71 Iloi� IV�,� _____ .- 1.
",
- .1 , * ; *
, I 11 . 4 4I "
L . - .115'. RTATE OF .-Ac
Al,
I
__ -, "
1
1
1 , - _ - __ _ - ____ - __ - . - I - - - ___ ___
1 GENERAL tME : 6 �) III t.KST, TRUO Pflrtol� SIRINTE, � PsECASr eceIROARVE O-AELS S--�XCLI '.W WI EI ff FME� ON I.IE
I 1%utt-MILM-06a Q, II 531L STORM hvf= CITSANG 1104L� JOCKAJ, 24k" BE T01r. VAINADA 10 W.40- JJIF WIN 3FkJCrJIK FJI 1,UCH P"L5
I
I Vooku P411 '1�1^1, "FUIJI�,IJ"l 1_1'#q�Afr4,0� ,AX,vtv?,TT IITED� ,i.� Jifoi ARFTnOi JoR to I A AtCHDRAIA S.AU SIT AS ME.11trOdED R% C1.1) AAI� IN 62j
WN mcf
LCOATIONATI I -IN ;!QW !?V, ,0-%�� CW �IIv 11ORK0, SUNZING tODE Ici TQ_IJVv0�iI ,wc si'LLM limm �-OlLkft�
I
I DIESCITI W&D VOI PWIE 1K DEITIFINOWED 4S PER SECTION 1621- Or 11,LE AsI iANPOKID t0tic, - 1/4-k! TA&I RNCRGRS, AS MAP,FACToRJDo By i I* 6kRLE)fJ(. NC
- 11-D ""CLIN"It ftwr ID Am PAhr-I-E .4r, AI AS MNk1JW1CTURFC lr� CLIO TX�-.OH PROOWMS
41; REOUOWID ON DIE ,AARODRITIDIN iNITHERE IMM Sr-LODERS W11 Or INVALJEZ &W
I
I -FODPR AA D01WWC1J`0`O`
Win �AVIOR KII-485 QI ASCE 7-16 " -MI. NUT, LWILF0 W MAm" (AS 0 3 - 1�,4-0 LAS s_I PER 4 D,S�
0CSRRw VRESSLAIE ANDNIGS INDICATED D" SHEETS ? THIRIT 12 1. tb� 16� it A 2D. - 1�`Ifi'# , I/W AII VPYSN*O� JG ENSITRIBUIEE ITY okit ONINE1. SI 6OLIT & SPECOI,L"i ,SO
IN DRIDEP ED VERI TK ARM =NUT*k , AOMATIE DMM WIND LCADS OFTERAP11403 PER AXX 7-19 7. 1 MR. M ,-.VftXV FEAVRAWil TWO AOI RE TIRI ANC11OPS SHA" BE I 1/2' C, �I' ir* EII PANCLMIXTE ILHt
5HALL st 1`41,57 REDIINI ITO &S 0 %Srok vAc LIGADS BY Not 11PLYING THEN TRY CA i0i ORCIER To AAMPANIJAIALI �EUI W,
CORIPA" "'M Wf "I V'SO) or" "FOSo"r "`SNOS "`ER`-aEE ON WEETS 7 DDOJ 1-1 `, '6F it 19 & 7Q
� :1 10401i'm r-AENDED PENCOIATIoN or 1�=..,Ilj -4 TTOM FRAME titir SK&L IN ' ',W NO ENFEACCUE
W ORDER _D V011" INI AAICIQR� CON THM PCO AS IMIE WNE NOT I'," S]FREOM. A 15% RN'ArASt iN ftlo-P&I RoFTRAT" "TO SATINCXE SNA- Mr- AS PAM (R THE 46:001�- THALAW PORFITer,"
511111M rQR WM (ASADS WAS dQl_ 14I " tHIE111' AMUTSIVS, TWERIMS SPACINO TO WWG HAS MIN DETERMINED ITT
14CCOMANCE W17H N,DS. 2DIIJ c!) MIRNI EM Dr5TANCIE JOE Le, I�M*S, ikiTfi, wJkJ5 51HIII RE AS W-IN)IOLUO N '"" 3AWRIC
STORM PNOL'S NE)LULAUY �W 010RACT AND W#O RE15117AW,E TUS &UM VORNSED IN ACOUROANCIr WI SCCITIC"N 16�-. INE,
114E Atuir- MENORNED COff AS PER 4~A%E EXCINEOW At TEM4 WC REftRIS 96-559. 96-57C A 96-TW APTO CA) MWW4* PDOISM11ON or 010101C mtFEROSIG s?kJk[_1 Ir N/ft' I,"' *-7V 'XREWS oSED S� HE � I.?2' LIT,*' Wftki�U.
2 FEMSTRATION TUST110C Liks RC P"TS #2DOI & #21n . AS PWOM5 TA%5-?W� 103-2W AND 745-"3 %KmC, ��o CXRrE M� 1* Lowmv- "A XAI orT, W, Vr=,
AS WELL AS AWEIRIC-4k, 1147 EAR Or 5QJTH FLORIDA MISROkirt W� I I 0 1 -D9, AS PER JAC. ��Qt � TAS 2oT No -
r !� To, 'CASE ;W PIREIII&I sTIM ON IIPECNIP tor.-R,`7 IVLrc,:) TK
tks n�� 51ANDNOS FAVIII�O. Ok WOM BoNPIDS *r Miwj QN EXISN�,
' 1114I ANIONORS SNAU ef kONIE DFOYSIDIN TO REA" THE U" STMIOTURT EIEN4kD OCoEH .ANETS
� IINL 41,110"NUM "TPUSION'S 11O ac GI 04,1or 04D IEUPEA (0R`LE5r4 off"'ERMin "I -At S"Otl 2 ANCHDRACE SAIR_L BE AS TIENTLONEr IN r Q 1: 1) & C 4)
I ALL ALUMIN" SHLET WINki USED A' ClokoraES IhWt KATTE 110S,"14 ALLI (Lt AmEhORTI 504io- III *�TALLL7 M-LOWTINO &i OF THE RISCIAMITITNOATICTA ,NRO ��KifiTCAIKKS OF 741 AMS,014I &&kNUFACToPER
4 ALL SIM SNEV NEW PANI 5KkA NONE SMkAoJE,AAL QLUWLR`T STECL Aso" A-95-k cR*OE SO 1,611,00AIM, O-W
G*LVAWID STEEL CES4KA102IN WM- 4� f, �i IhInU RDU.W) . d FANE-Ir NAT MY- BE N' ,TALLEIE 1100Z�00XLP I FOUCTIVI �NVAH,ATCN DOA&� I�IHLTWV QITI ',C'JETI� k TI,9[,,'� JO (S�._ 4
1"loW4 6i 13CCO, THAI ,,,E,#&�ie i'DA Q) ilou Nw tt l'IsFr�
5 ki SCAE*S ITO 6E STAINLESS 5TEEL 3D8 CP lit ATTs SEFOU OR OVATTKOPI IIIESIStANt MAI "�A",� ��ETL CE �EYE I " !,KA I w HiL RE,9-,lt4--tft.-rT cir TrT �ICIORRNI Io VC)NIFY TNE SS,,TNSNL1� OF YA !1k,,,�CTE,W_ 9" klit N,40?7iia r, TO PIT
NN 5w;4 10/3540 k1li Ykn.0 "EW,1114 ARC $0 M, TENW SIRDAI & WJe_k, COMPLY *1 FiLikiSok WorpioC �SEI
1
ArIACIE0 TO WAIK W" .NrtIDA.Zr T4K -,JTI" Sl�ki ,�i`,T I fit AtTktKD To CIONRIEV11'r, SLOE. OR k1.00E rAwk
3EVIC" 2.1i 3. RKADIRC5
4 HOLIS JET BE ASTIM A-3V �-42E! ffETL- QR A& $0. iffl,ES V#oNi STELL kPTh,i �Rk - NO4,4OW 'ORD
SPREN1714, �Z LAC. PECoLAP OTIjfJU iIN,NCL WO LEA;Tiit CATIR 6 -ti TI,IPE�; P� 1 �, 4-, AS HER SFCTRY,W� 1I 8. 3 & -, W ALTAWRP�, TII
rr,i �
-* & Im ON 51-E , 6 4 1 , XSPfI N-wi -,,L � .T,, � ' AND REAQU T15111IIF wAw.W- �,_TCIIINTE SNORER OR
7 AWIMRS To WALL "kLA W AS &OLEGIVS EN -It" TO sE, UK RAfte's VINT1. -RHLKAm.E Rr4b,iic-rkiol -, I,;r- , Er-s (IT ,ioviPiRc,imE WmNIN6,
, �:LN;o, *_
. M"o *,NC. K"N RR ,�I'k,_,
(A) !2j�!�_T,QKiffluf J I INC EHW`N.LAT*- U3"FRkNCTt* IS I' SFAL/�Oii� Alt %-W�TT� Irf',I _D,
I
- i/"o TwI A',I As kw&TJ.c-"-uo TO � I IN RTn,kX, Olt ORI, -,'i 1 12 R. - ]I --Ir EONTIN4 TLE PMR�IWT VAIND/Okoo WEkN,I9DR
- '14, . . 7/8' C,PI Aw-DRO. As LikkINVIAMPI 61 bcaftf Or (WIN �,ff-_123-- -,)
JTo , _4�,NTTSETN
," -,"I .,- F NHIOE, L�
- i/."& . Vd' 50LO-5E.7 AWJI')RS- AS OMTRO,-'E-- ff- AL. 'LOW S-ZXFW 9XT a SK�iklrl� CC 1. 7 � ,RRI IOTN SPECS "I IN THEr CPOLVAI N,LIS ,kW BoiLL.NG &INT, ZCN,IM 4LUNATTISTS
(M. ,�_3300 ;,�. I) 'OROW&L TV -,- A,ENS*�i,rLt% W-'-,'T-,- W,'W- I-- AWLIEC, 70
�
11 - iiI IQ PAIMULMA11' FOAkif, D BE -AMT110ITE -�,155 JJV__*�, AS MW,Wk-..4.M W a�,G CEINSIO",IETHIN 0wo,li-M " �" TK5 NTNJCiH.� cIO�uknc& [01KILINICUT ipt ri, RKRAAM�L V TrrT LNISERTER 6 DnI &NO *OTS Nfr �RSEAVE RkrLiwkNI
("N ,'31w ;I.,) JIV A lkfiC �-fOtTr -RDLICCI 1. *HEK THE SOT COMITIONT1 ChRoWLIF rROM THE PEL,
- V-'ii Cr IAA�,W j%kNTi4W5 'I-- k6W_f,N7IIW" II �RUW CORPORATION O'14510 ;E., t
l�t,i �NWIIIA'.77CIR to X RJSai)rro%J ;QP I�C SILL(CIRDIN PORCII W AND INSTIiLI A1'rR1 PACI-LIFANG It[ WETT 4W SHIM PRwXf
�
4,11 MWAULTIM CNIMUNIEN1 ':T T�CON AIINCHF)IRS NO) PQk*M C04CRM, %44" BE I �J&' 2' tIOR INIONIAW fEMikI WW ON ". PC ti, -RQV*W .:t"sliC orcS, Nor OISW� FROM rif �CINCqKII0 Di�CD LIT, II DoCOWN1
I C .W PAJIF'.41, -W5 AND . 1/.* FOP CIF W-0111P ANC.ORS 401"S�JINT71I WITS, AT %17, is 1111 "eVIOI RESPOIN&O"O" 1
�0j �NK-iI4 & S�hX-Sr: ANCHOR5 SkALI_ fK IIIIIII 7/@- NTR NE PDURED Uw%-TE NO EMSELPAII INTO I,'� 4iRS LkI.IXt,J EIIALUA;�Oiii ZXALW�41 ikit� M LAORWi[W D �Io
ED R,OALJ IF MI g%L
1�'T`LRCV) IoIik�� tE ��RIRI 1�4' 2D V.AM IMED SKATL EK 1 1/2' LORIC; &IRAILIM STIOULIS STK= EAJEJ.
W� I' WILOU. FOR *ALI,-, VAT, W) STHO:V Ikin AI W "EAVEL SojiEWN ToR Ak; INIPTO"D Soirrike *jC jtrAo 0), &TEX -17< PW.Ic.�, NEW, W WELPAINED Or k F�QIIVIIA REGoTIENVO II-I;PJFFA 5P I,PO-TZI�T TINK- WOLL SITCOM III
" j, W11,, RAW. MII 1INGINECIR Of RECORD (CORI FOR IHiL FIS(kirCT AND WIC W4 N "I"MUF Fr* "
ORIONION W. " THE REor ToRDINEIR or fI AC,"r AS A ior4pCITED ERSINEFT To iI
A `J� 04 CJ4f THA' 'RECAST SIDNI POFCA5� COLKIRIER PAWM OVYIERS. SWCO OR WOW *C*Av� 0(r IOUIND ON rW F t IS EW-_W-1okr 514AI 5HOVEF ID THIS tA"T - THE I -I SPEC91C i>PTHQATI TIER ATIAM
iPTITsTING ith" OR 4,1100", 4v,-.)- 9�1_ K tORD, TNOW. V) At" 1oC "Aw "W-c"Tow wRoo su".
I RA It AL
PARE's "a NIT'L III .-S MiENIJOkiED W A 1? AN'o #4 A 21 Lt) -H�E �1�f, 51H�, MAR O,IE CATIL ANTO LRK-�N& MAL VO StONATIjis IV ENT r SIOSERI
,viC.4o.
cl"u* or ArClAt 114c EvOwn, q
iii) WbpaI O� AS14 c-_w
12,iiiaefi J4 ONJAI MW.o`ACT!.Po1LS LAWL SH-V- RE OXATIEV IS. A PEA&.1 IrSTILE XIISVEIDN' IT SLORM,
14- # TARTEON AhCr0loft AS MAKWAI-TURFID 11" - 7 * IIPEN,� -
F"LL SWOEER "N &CILDROP"OE W" Stil"I"N "M 5 3 C` "Lo"'J'A PUoLDWI r0oc 0"I LAREL I
- 1/4* a , 7,Oi* t"-Thl AN�WIVII AS MAINLIRAMARM RN K"tl INC TIAN J'L"o p T SHALL PE PL,ACW FOR VI OPIENINO, LANNEI TO OTOWI IRI SffT" I?OI of 1W
- I iN,# X E�, 4 , SOL -.SZT ANCIII-ORS. &S DVATOLITED Err ALL PICAW SCREW, DOTI & SPI C4 ILOSIA iliADVIIG CODE
� IT �� 1AN fc-1830 on) i�7T;LZW_;371_11Z1 -cot, K 051I 'a I I
I IC PANILIWlit ITUI W AND P.Nto"TTL PLUS AWPIC14S .6 4.104T�V"u) B� [XII coNSI.I`O1TLJ` O`JAA r0m,17 IN THE SIAT'� 0, li,oitnt I I
im" 131;
PTICHOOMS (WIN I" '0010
2o7i P.I) "', _.1
. ____.. - .
*�W T&P-oA1P FW0-Fk1;1 A 11�
- # CP AW,40IRS. AS U,kTkUF�kAPFV P tCR�OPAT,TIN , ,
,,,,
i - .. . �� "I
�
� �, �_��211, FIXPIDA -,,'Wqh Vw� - ZOO,)
R, . � - a Ev � ...... 7._..____. _2�tW14G WD�E jtity hw,J,.
a I � t"Revu T EN 11 T)J ON 4111C.011S, IELOO PASURATCS ANO, Tr Tiol-RIP NRJL4C+T, IRT TrI , - �� - � �
� �
JI i"I � RE I J/., 'T ' , ,, 'ITE� � �
1Z -.AGi EA_1VAW?E0 51"I STORM PeI 1 -
.11 I —
JJ?!i QALK-NI & STILID-SET )RKAM S,i&L M, Lk"FOCII ,t/5' I,T1 �HE CCINKIIIIE B-00k Iftd' idti E � 4 1 5 7 � - = . _ �__ __ -------I- 77:----
h1to V%KiCTI iK PSAIJUVED '14- IT-20 bAOREkIrSo VWD SK141 BE I $;j_ i3OJRL M-*41. �.11.)ULJ CIX� - I' r --"- I
-'
, " � I _ ,, tGLOEIAL PROTECTION PRODUCTS, LLC_ 1
EfOET, �1 E WN�,v " LRALLS' W.Tw Wi STVC0 �� I -
'� I ILIFECOm,
3, 7. , F
�`, STAt or ,IF
, I low 5,k, 11 T"IST R
�
"I � ct " - , � IEE�t,i:II, WITF�015I ,. X. � I
i - iil�o ON -"W,A,Z� 11 � - _* T'"- -_ _1I'__*%11�,?,oR5-,;1T I O
r - = - =-1- - - =1_ I
'Ir I �. � " "I"k - -
. �,O ___ ________ 1 _�__ �E� -, _���
,,&�___- F �]� _13001,711 .. - t�,tEj , ! L
� A,-�;�
,�O_"
i - � -
11-Z-1-, ,,-.-I,�E, _.Vi � �
1'... . . ___._ - ____ ____._,_.______ 111,1111'.... = JA i -4, � � I - _____ ____1E1=__ lj�
I I
1N_5TALLAT!QN -QLTA
"_5-_1- -&-I �.
-
IN-M,-�M$.-TW-C.-.!�QURE"Of;RETE QR CQNCR�.T�___a_LI ... $TR_QQDJM . .
W SPIEWIF ON
�IPNJI �� � �, I'Mirs I 'imma" 1)
ISO, 5ZHFI - -1 III � I � \
VDIVIEFT �.11`ks %I 0 IrNI 0 w 0 - �I_ It AkO2I0FOi . I 00STINID OWNED I, I
- , ' - - � ,
(I se.m,xt cRI, : L' ( cc cam Fc-lp= . I
skitt- a _L`I0LNPi Tt VIRSTI PERAfa - ,� �1, I I =,r=.:N .7\ ,'�� �4 i .4-1
'I - � -
�__i,_ �_ - I co."M RIE"N'Rift 1 4 �', , � 1' -I' MI -el . L 1. -�,' - I __ -1
� 1- 't - - r C V vlk�
' � ' "' , �1- .A w� - - __a� - 19__
- � � � � �" L,:' i;x & -
, .. I, � I I ,f::_�� , we__ " " !_ I r I ,._ .
I=___ ,
� , �'i�7
,,, _J 1/4' 11 IF _, 1/4- 1 1 I 6 1 W
- 3 1 , ------ TAII - -
i I 'M _� I i i -_ �*,_ -
I I � , ,� . - - L 4�� , " 5 ___ I -1
. i - F � I . . I
- I .
ioJsJ,N, -I cc I . I , I _ Z -4 4 2
tbKFIL I I : I ; MAU) - I : "A S Ea ir- I
"TwINT 2 2 i " D3 " I N" I .� ;
: � � — , I
- : 1 - coKIII on,_EO, � I 5 IP !
� I 11 - , =$r i
Iv
_ .- I ......... . o__ I r 1� " wrl, A � .
; I � : . R,.RP,,, � A "'im"'I . _J � ,,,, *. A
,I 1/y ot 6 4 , sTw
� V., " J�) g -,,. Z=. - , L:D � I I , v2, ax .
'i.11t=�_ : 7. � : - II _:111 ., ,., 1 � ;__
- i, i .., - t -11 I
� ft'' i I 9 . 1.11111" : 4� �� , . � k, t)
PWI..X� �III
, _A _� i i I 'I,, - - I J I
i�`Pll � ,,, ! IT � =,- : I � J I �
� I ORI - I ,e.---! 2
I I ; _�, SHN' � I
I I E �
41 9 i I i ; I A
4 � � 11 �
41 .1 -0 � 1 I I 11 6-,t I : .�
, I I J
.
I � I . I I � I �
�_� � �. !! _ "�" : t- I - `L!, %�L
I I i : I I 7 � " f I A: III,. ,\ J � I I
,
,
,
,
I
I J -1 . t I I t
i I ix"W'. . _37 I CROP, oi.- . I -_ I , r g"Z'. I
4 - iv,kor,�.* g � I- ., I 9 40. t ,- I I ��Iq.
, I litr_ ED I
It OrI,I . �, E ,
DOOKOIETIE OLD" $ row '"N't # � � I 9=`N"`D �� - I -_
I
, : 4 - �� C117111C r V � ,
F1 � , i D I ��3 - : it - `7 ". :H P"RED . I " , i-
'c=r =1 f : , co"carr (W t - -_
44ILTIRED ! �k L-J, , t COPICREEE 0,= I - qft� 00,110FI'm 9LD`>K I - __:_ I
� I; ,,-r ixt , I F, Kaum - .
_ , � � , . I " � I � I - RM I � ,_ '12r* , .; I
: II t, ; � � t ill ,�� .
. I , It � E _,.j -- I M.-i
T' L,.,. I � - - J CKMTW, POURED - L`_ 67:�'"L . r, ) Z __` - r;_�.,_
I
-T- cowcoor 11 I
- I I RUNIA111 xn AN10,13" - � .
. � " -�3/4-- - __ 7E ) L�
C0NOKw 44,10kim -1 0,4 'M.,.,�'. -�_ ,,-, . 4_4 nt"-,X--
4�) , . Q),- W ------ ", - - i� � .\ a�41 � 4 .c �
rukca" TO, "o - "i o,,m. scmaw ow -1 = Re I HEDULE 0k , - [511 �'Icwtf *W_ � .,
, ,
ml sm4cma ON vem IT 11414400" III) b.". a TNIRI r; 40i� 6 RKRDRI IT)
u'u-n a Noick.r.. ITT .,,�
WALLAMN1111110 CEILM ANQ Yffe hMMM BUILD gia UP ALURMATE MOUNTING �
uf� W%; W.Gigm-3 fiffiff
se,ml ".1, JrAl .*�%Il SCALE 3111I
;L L - L-, - _. -
� %a ::M-, i .� LD, - EtI DISTANCE
� � . 11�' i) � (SCE SCHEDLI.1 CIN
-�w- mi,aiiamom 4 , � I I Olir'7�, 5 ,&I ��l
i. 4LIkML I I I I ---*- _ I
i . � -EIAN4I, XI I I . 40�:'1`1'1 �13EE&MItt"S `o"-�'_;O"5 '
- I � Rol 4, it I
qg.
� � L 't, . 1� I ol � " I rITHI IT Er)T�I�IA W�.111.11"IiNrl� CATI, flir i I
: 11 5 "ID0011111INi'I rOMETINI r� IN kri I ,yAI 7�Z� !"Il I ,rN I I I
I 11 L,.,�'.,;ktR A ?#`*,,, .IW�Tkflki�1�1!_. . , ,-. !
I - _ ___.. + 0; :.. ,i(,.EN, I
- 0"* - E `. o ,,
� -4-1, I AN 'HIDIE N& '-. �1, :
� _F `
ry� , I, Z, 11 � �, -,. r% rLOE10A &LIft-DING CODE (Hrg" Va4oety 14JErrIcalto Zvrwi)�l
, BE . � h 7 1 - - =C� "-L---- - � i
Auou'Ru - ED � ! *.�' , "O" IN, � 20 WE GALVANIZED 5111L STORM PANEL ,, �
C�E &I.- 1. * � E __ . NII�' I
11'�r_ ik t_r(111,11 1111 i� . '. , *il I I� L '
_
�v, sc�_no"IL,�N;5 1 I � rATIF V ,.1 I ) - - _ ;� PT
-,_ -
, 0 a��_, � / ,,, ElTECTION PRODUCTS. LLC.
..�. 0 E , 'K� � � " "fr l__ "
CEILING AND__E"QR_.MQ_��fllb�Q %1. . �'.., 05110�:,.., " / 11 IME77 �. C � � I
I'll I - '11WILET TILIFTwild a 104090LITTRAW CIOURAftor PH -IL, , MJ,. - � I
_ . I
=110h_-M �_____. 'ITo i�o,� "'. ON, D,N,R"_m,
5`1`�Lr' "'T'' . E . �11�%Iip - �_-_ _.i__LI _ �1 - - - __ - � -
7i� tir�
f sr,k, iCWTJTiir,uO Ok-aiw,9 _ , t . ��n,!__�!Rrottitti���4_ -1
OLTOT & "UP .. pt� _��_ ,,, �', n � ______ - I
- III= Hg_ 4 WITY F-1 I " _. - - - -
_11_..__. _.__...... - ____ - - 1L--.- --------;- __ ._T� -
1121111,ucr EVALt'ATLQEILE-MR'i.7iD,�Z,0-1',IAM I
"ATERIAL CHARACTER1 TICS AND SPECIFICATIONS
Shot be strictly In accordance with General Notes and Components indicated on
sheI, t 1, 2 and 22 of 26, of Product Evaluation Document (P-E-0 ). drawing
No-20-176. Anchor specifications shall be as Indicated on sheets 1, � and 21 of
26, c f Product Evaluation Document (RED.). drawling No. 20-176.
RHEMZ�����
7 d 1, 1iall tke strictly in compliance wrth General Notes No. 1, 8 thru 14, indicated
on stikeet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru i6, indicated
On shoet 21 of 26 of Product Evaluation Document (P, E. D.), drawing No. 20-i7ill
prepr,ired by'nifteco, Inc. and signeciand sealed by Walter A. Tillit, Jr,, RE,
7,2. -'roduct may be insta%fj kvilhin HIGH VELOCITY HURRICANE ZONES as
defirrA on secilion'l 62D �I cf tln,� Honda Building Code
73' -'roctuct shall only be Installed, Into poured concrete, concrete block, and
vkoakp�, frame structures
PrW �,,ct Evaluation Report prepared by Waiter A. Tillil, Jr., P.E. (Florida Ltcain�.e
No � 44167), President of Tilleco, Inc, (F"a CA-0006719).
,%JoAIOT4r1r,,
,
�pk"`,?, N T)t ",�
,4 ��A� - ".: _..Wv4o,'�,
'i?, V" . . - I , � -
11 . � Q E N, 9 - % �p "s
,
*" 0 e 1,� -
- _1 .. . Is
I----_ -- ,4c 44167 `. S
- __ -_ **2
__ _� , - � !_ I * :1L -_ 1-1 ��* ., .
. I - -
- - , - _.., STATE OF :-11�7_
: 7;i;. �:> -, '- T, - U1, -
I " -- �0 -
, e, 40RID ,"
. .\;� �e
" _C'_.,.__�C3.e
WATIL
D � TIL -ECOADMON IrECORDS I P, E, REPORT 20 � G�,OAAIL PROTEcTION P40c)JOCT-3, LLC, n GAGE
'G,4VAIIIZt�DBTQLL'TL%RMPANEL�DR�VOM-21DI,17$�Rt�F'ORT#2"72&4DI
/11_'_r_� 6 i",
. / I I L I ECO imc.
TILLIT T119TING & ENGINIMAING COMPANY
- ___ ____ ------------
WALTEB-A- TILLU. JL, PE� Ell -cw,
PRODL)CT EVALVAT1QNY_UQH1 , IT, " 77
� 1'�'_ I L-. No "Wi ,
REPORT NO.:
20-0727�02
DATE:
July 27, 2020
PRODUCT CATEGOR'IR:
Shutters
PRODUCT SUB -CATEGORY-
Storm Partels
PRODUCT NAME:
24 GAGE GALVANIZED STEEL STORM
PANEL
MANUFACTURER:
Global Prytection P l2lts� LL,C
48W S.W. 51 Street
Davie, Florida = 1 4
t FAMOISE QF EVALUATIQN;
This iss Product Evaluation Report issuo by Walter A, Tillit, Jr,, P1. (Systeill
ID # 1906) to the Global Protection Products, LLC. Rule Chapter No.
SrIG20-3, Method ID of the Florida Department of Business and
professional Regulation
This product is being issued an Evaluation Report as described herein, and has
been verified for compliance in accordance with the 2C20 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 GDCI
This Product Evaluation Report shalt be subject to review and revision in case of
a Building Code change that may effect its firritallons and conditions
.
2-E—VIDE-NCE S SMITTM
2_1_._PFtWUCT EVALUATICIN DQWV1N1tP,K,D0:
Drawriiing No. 20-1 75, filled '214 GAGE GALVANIZED S171EEL STORM PANEL',
sheets I thru 18 of 18 prepared by Tifteco, Inc,; signed and sealed by Walter A.
Tillit, Jr., P.E,, dated 07t2lr=20. This drawing is an iritegktrt `06I
, .�
Evaluation Report, , � ". :.,IQ,, "k,
, �: ., - ., ; �it
. V%
-
__ - 1-1 *�.._111' v\fIEN '1%.T Is
- --- I
- - - - 1� �`
_ I�S"I_ _1� - .. _. 16 *� I
- ii 'C-� �--� III. -A-1 " =
-
3 � I 7 .1 � -
I I ,P ; -
, ��-Al�;�ll * �*=
,
, 2
:=k -C * c7t,", ..
I - *.. S7�,`i E OF Q��
, ' 1� �, 1-14'
'-I 0 ,'. "t r"I R l 5 i" . " "j�_ :,;�'
, o ,
, e, \ L,
, A .15-31
6.155 XW. 36th Strivel, Suite.305, Miarrt� Florida 3 3 1 66 - Phtouc: (305) 971 IQAg"��. , , `;�
_ ____
!
COMPONENIS
F0QR__ff_GQLA_R & LIFI-IMETY SIQRM PANEL
I I
.
(&_-ALE 11;k4
I-
15 198' (TOTAL 1001`.�
- - 't"Ps, :TQJk *VrHtJ, -
. -
__ - - - $�' 5oo' (LrE�C'�FA *JETI
.
1
I -
-
6 "W -
-1
4 2,%,Jl -
-
I - t JI -
I- 1 x.v, -
.
- "Ino), - , 500
,
, SW
,
� �
I I
I I , - __
r I-- - Ilob �� ," � - `
� � 1%
I . 11,
- �W , N\
,
I i
/ I --,
� 'Q906, NON \
I flit.
2 t57'
� I
% - 1 3W ., ,
- _11� f ------ ; 0*_ - /=11111�
- 4, �
/ r �% 00- . �- ,,,
1EJATCS L
,tA, %
2.417-
"I'/
/
1) OW Jklivi R.C. - 1 �350' - "
iSkVAPI SIM ,,,-,-- ;
AS�, A-653 / I i-
I \
."Utt .Ir D .
CUM SO , -IVL -
'r I I
, , III
- J-� A I 'HIMI Typ
-
'I' IIALAWOF MEL
" I �,, WIN, &_de�!!
_L . ' L ` QWN No .-Mori.
I-
\ EII , % 1
I � � 2-01M.
TYP
1, .e i - 4- .ED
\ SEW, &_ I \
, O&V /
_,�, Inc( - -
- OVAIL A-,
. . MA
I � DTfAiL .
I�I V-00 *kv
, N i, 400
- \ ,,,, I I � - EDGE 11_�
I 1.2"ML A
I _/
" , 4er
: � I - - � . . � I -
I � . :I___ �11
1
- , _'oo. __J
\ "
-
�_-; 7,:
. `
-I- -,
L ._� �
- -62",* -
- I ____ -
, ,
.350
,-
q) STQFM PAtf
(1�
END STORM RMEL
- 218r-
- -
"L�
'' . 1.
I
- -
'Nv, 1, 44GI I,Ill ,,, -
1, - - I
" """, TI�W
I
- ,---. --- ---
. I "'or: I, Ir, 1 2 :07' ,
2
� V7 9 11 - I
U - � 950" , loo" It a , - '_ - , - ,:` "s 3t�'. M i;�7
_pw , TV: �'w "
I � 03 - , URI - -
. -I " & IS . - S$ Vol) "I"t-11, " STW "'Otu) 1W
� . I - T_____ I ---,I I - -
-,m- ,� I i . . T.. _?50�7� � I IT 0 ,,, **w 0 ,
-C I I ,/w' 6C
W I- �,� to CO. . i . � , "', 7L r----4iI , ,...
I 1 3 311, - I - I . . . t- � T� � .
I GR3* � . '.
I
I
i
I - - -
I "
- . I .
_�I -
11n
L � I - CW. I
2 I.-S -
1 . WW Sm I! .
� 'a I ,,, �. .
I
I;F
�
- I
I
I
�. � I
r- i�� " 375'
. .
it, Q % 37R4 -i I . =� 175,
, t TAI
- I
, , c�
I
1
I
I r
:L*
��. - _�,jt I
", -T�,,� � � - t"WR. -
�� flk'./�^Iui, `e
- W
i
- 'Sm. - _1.%W_
MQNEJ7RI;'1�Af1W__DrLAAL_A
2 Z 0110' -
'" Ow W _�XL �
Jr)tMVL, 1,��-p
-
-_ � - �Tr P IE� I IEO,
E � __ I,,- I.
_t�� I,
- - W,,
�I
,�r,,,,7, LX�Z
, �! __ ci,�, ,h,- -lium (�J '"UKR (�) Mau (j�,
Abau Mimi SIUR # AMU WITH
REYLUE STU
i .1J wh S
. I SET GET
- 4 , -- f # 1 /11 A J".
-
11
i � I
i 1
� � 4 ,W
, f rt.
.
loo ,
7-
- 71011 UNIT V4* OW 114' %5.
V I'MIF, $so-- , JOI . , �Tcr
I
I -
i � r , 'S.'.
, ,---,-- �#`� - r I ",
- TErr -
_, TIS" I/S.-t-20. 3N Stons
- , STM RKIn To
�
I ,
I . I
,
i i
, 4D2-1063 62 I.,
I I "'O.
i _,��,
3�� , 11 64,
, i-, -i I .- " ,
� I� , I OZ_ , I;p � ,
i V , , tVi' ,
, � , 003, � , �2, 3�� 1 A OR-'
� 1- "I".
f MW # G '12, Do
.
1 500, rr--�
iii�
�
� 1 li/
� L�#*. �IOTJE FOJE
V ooSinch P.T
I
- - �
� I OT 5.
i;�t
J � , ? , J I
�=- F
71,0.
I
1
� I CA PAW , NEW
I I �
.
t : 1
,
a
95,."
I . � W*
C5) KEY HQLE WASHE
a I . _ _,_
I! I I SRI
'L . - I I - 0154-
,
"'L TOE'*6 - 2 OW -- - - T"P)
- �
- ,
I
I
�
;
� c7J.- I
I : i
I ;
- - '.
_ _
-
C6", 'F' TRAQ< AN15LE �g =
--
(?) ELALYAATED
�
: 1
. I
. i
I ;
13,03,15- (W�I ) - - o.�_
- -
CAL~ZROE StEn, -
r, ,E -�
i___��_
'. ,,, -
11" "00100WRO,
- _! I
�I -1 11 No' VI, P, Tot , 'Or
mm_uo
� ; i- .. I o, .,�
:
: I
4 �, _Ire�__� I
� i
- , �:Jfi-. an'.
r? 11
11A�11;� .1--40"N'.
- �
n I , ��, H&
F . r ,� - � 11
I / '063,� * _'. �\E, F N S� * �.:y %
� -
I' ) 1 2
1, %
r .
I
&
, ! 1
i _
i I
I:,--
, � � - - t � S .,
_7�E_ No 44167 '.. I
�
I [ I I
lik � _
I.- & I, ,, " - I
- i
� - ,
5 , Z �" =
3' , __�# � 11F :*E
� g*! � - FLORIDA
- 8DOIC. I.IL I � _.
-lit f#Urr1CUTJV Z, F'o) �
BUILI)IING CODE ',Hik� VO I
.---..-. ---
- I
loor
M� - b.41 W� �_
::z-- __ �,I -LAI-a -EEO 4'r
(Da OF RI -� -. STATE ., ONAO TILIEW, kP`
-1 I- . ��*
20 WE 0ALVA41ZED S71EL STORM PAI 1, ,�1,, ,� ]
- I
-
MMItJ
.
is r.U__H= %11f,% . , toFput . I _1� �` 'T"-V
AI-I&KL 1,111- �, ii;;�\
Ell , �,&,i ��>
" .0- - / 11LIECOmc. �
, M
- � L----- - ____, ' I � I
": I
MML PROTECTION PRODUCTS. U - I �
- ___
4" �. 1, SOME, I -
- lA:
WISTAX-VE10I ,*E - N.R W
, . -, ----UWF*-Q
i , f OnrTi4a a " a cakmNiIitii
WIRE. o, 3", 4 -� f
-
20 1 ,
A[JM1KVy AN49U
1140.0"..: "kis"Tot W/ 'ZOO'Dir".
x z . -
- - - =M_�.,_
,.4-.r - -
P.W, 11's.11" _1I ONE 4".Awm- �
-
I
� 7�5,;T, ,NR
� Wit LSTAIRZ�
�_ _T, PLAUS, O"`�
I - .L � . .
- �_,%W",�'Jtrt 'U'-OiNtra
;; - � I _Ii�, -
I .,*I 1`� - ____ __
�= i
�_ A �q �, fir
i .
__ � . 10- je� 9 1!11-
,-
I
� � I - '_ ,,, :,
- - -
I
- ___ -
I
-
INSTALLATIO.N DU EGU - PAN 1 A - EW �99%M . EM IRMIMM IN MM QMQRM
.. - AILS EQR ,LAR IELS , -
itiTQ=-E—x�-STIN�q-P=O—UREQ--�CO—N.C�T _91I CONCRETE -BLOCK STRUCTURES QMQRff_3=_ OR-SM
_._a__Z__1141"1�_"; �1=11 Z�- UEF� � Vi"r-10 , W. - VAUD F.OR F� U _W�L"_ - E77Z_ HANG _51014 Me
�� .- I _1WIr I
- .px, �� - i dow(41f
,,,A '.
. SCAEOI ON WEr, a & 9I , a vi,��_,D,I a, \ - I I - I- - III, - � Ili I
I � - I- , t .4 .44
Iil' L;-- -
r -11- - I � '12'_ __ izll!li�_ I �
- -
------:E+ x T 4 - r - - TO - le., 1,14, — — = 11 r_1 1 4 r-el
I-INTI "�k` I MF F I � 11 � �.r__1117, - , I , I
, � - - i4, __1I ,� -
III,C�Rllk 1 - - - I -- - = - ,� .
I QI � I I 10OR I . � __ Z I , r, - - I I I �u
I 4 ,4; �_ NLL'T, " - -t�,:_
I - I � �
_�
TIL; � � , - ,_/1, I . = - �:L, � - _. - L-171-1
I I . �q - - I-f)
I I i � .
; i , � - L.4- .- .. � - — 1
� I Ki I . , , - - I
I I i t I - -
A : I i 11 �-1111 JW - , IF- .. 1� -1 I
_-_'_.� I - � __ I o ,�. -,-- -
1-IONICIN-I OR t .
i - r I R I-1-1- __ , I I - - - - I _4�
: � � 11 I-0 CoNiCs"It ou", I i - il � I �+___ I - 7 - t
. ,
I L t ,I 5 REDLdNI I ! 1 1 - �, - - - - - '.. - J
- I
! ,I 1 � - I i 4 CASE A (PLAN) cp-lr �"1�111 ��.I "I"
: I I L ! 0 SCALE .�/161 : � .- "Pift- " -
I 1 4 III � I I
�� t 0- t �.T,,rn"' N I 9 I I
i T - . � 1-..i - * " 1�t : I � "5E .IiiO,
� S , RIVRo"It. �t -INIL.-I � I -1 ,.IV I . 4NIN)
Riatlil9k " �1 i
�, " � I . i
I i I I �1. . �, " I I - .---
. I � "Dt - , T 11W
W,JD. 4 OR, % A . ` k "r. ao,r - - R,
I i Po' - - -1 =41=. TPRok.
L I � I - =4 1 i, -11, I . _,;re , �
I a I � . " , __ J i - _ il E A=� ..,. - ,/.,
J -� = t-, * �--- - I '— I : Lz=`ROT� J� (D-01 I ip, �'
�" - -.,-.- � I _.) - I , � 1 T, , - . I
,* - 0 � I - 1. - . .— - — , i--T ,
r I I � . - ,6,,r- ,
I � I � ". � � ZOE.O� � , � - I
"
._,,,�
I I I � ,H, 9 ,,, _r'
K. . =_= = �
I I I i - " - �-�. J ! i � -
I I ;_ --==I * ` " I F El. I. r '11-4 I
I ----= t 1 1 ;_
E,* -XWC- To I I I I . 1�.P - __ 1 =I;.1k=P.X__4
cow� IL OR : 1 4# : : —
`
'
, � __, I
COW, 7, JrDbO. i I I - V I USE 1) C
M QtEI D i I V'SUKE P___ SC�11_1 3/16-11
- I I CONCi L - - I ! SCALL 3/ifr.t'
] I . I=, jtF�__
, VINOV - - - — :--:
0 1 Rm,,r,r - . . . . . . III V I r I . - E__-r.A1Ay_ I ==4 =� - . � -
I-- � I � rW - - =f--- T,:�� -.-
` i' 04 N.KINAA I I - - , - or, :_ - �
; _t, V 1,40, INVA4411: � . -- - - .1
i' 11, OR OF "R. -Lw WNCIR171 1�&_1104 ;1 ;A - ; - � API 4 IE,- .
- � . . -
1 I Sc"FrIti-I ON " — R` __ f - - T rI �
. - __ -
WAVI le S,Or� a ,--Vw ki� * E BUILD&�TIK - - it - --
� ILT'ITS 5 A IH ,Eja w.wa Ai , I ______ !
� -1 � ,, _t �
SC`1F 311&`� I' - r- -I=. - __ - I �fIi / � ,�,� I jR,
Se-Na Z"t-, NO -, - . - - - - � - - - - %.1=_ =t , .
. - - ii, - _.; i
m14 EW IXIS�Ii`r` IN W. ,- ��_F . ;F� , -I, F_O� - EDGE DMIANC$ - r
,C.o,00S,, ' � �"_T jL_- i SFE SCHEDJ� ,_�, I .� !
,�_ _�� I! , � L %� I - f� I WE F (PLAN
__J 0257-4 STUT'Er", F T N11IOD `_.T,_ ,,, - �, M I -_ �m"-Ts 8 it /---" Z_ !E_1`k_- 11116-1, :
wvm hRik , I � ,�,!� . --- I / I , /_ I
, * Torw �, IN',o� � .Re, . I W I I NET - �
� I � -1,,, F t "I'L I -
kARI _1JFif OR , , mor.18 _� _cQ9WIAJ_L4hL_.1 -A-LiMN5 � \ I
\ --.//
I . P 7 OWE` PLIN" IVIAICIEH, I � P & Ej�:171"V W0UNTJNc,S C,AH 9C
, I , x1ir SENN" 470� W.E" �O`O` � I � I � C`�LIDONM 11�'-y LITATI To WTI IVO QZ L IELM)
� � __ - NST"�-VioN -I-
, ,!, r 74�.l � . SCALE 3115
-
-I- %IELT6 1 "I , I
� - ______ -----I- - ,ON., I I � , ,;_. ZI, D -
I - r I .,t�A A, k ,
+I � It, , � lkl-cl t2_� I
T C-a r;-,- - I/ 1 - � �
I- ,1 117 - �� � - � �, FrI ` I
� f.-O"'Toc. MAT, . . � *__ -, _Pii�,_, - FLOPLIA. 1UJ!iL4TIIviI C(01� i'MIgIIi v- -
� it R4 ;z. 'r,II .-' ,
_. . , - I _ - I tir, --MI-7.1 ,� IV �, -
own, maraxits '401j" r.'r , IN !.a�t_!!_,1r. zc"011
. ,
X� SECM11 X_X i * :, * . - - , , ___ _____ - , _-]
"'p, v,. . Z � I- "IC
: �� i INION Wom 'O WE "t"INIZED SrEEL Stciiiki
.0"ItIOA."I V H_ NEWRED -I EI 2 No 441�7 ` S I F�
DEALE .1,'_ - - � -,"A'O �,, I
M., '. ,:7�-**+-;;7-_--, GLD8AL PROTECTION PRODMTS, LLC. .',
S .� S 4TE or, - :ZD,! ,� i
RETA-L OPP SE&;ERS K.QW&ED=_A1 1-0-F OR - � - , I _> // 11L1EC0,..'\,1 HNIL It.. k f1mil
'. 0�.. - " E
BOTTOM TRACr��-A.PAJACM-TO-MUD-j�'NQO-BMDZ II tioll .1 rlp,31`��Z 'I'K.In TCV� A L.OXUAR4 tow"y ""' ' IT' ,,
�. .. 0 - - - .. . PII ij-r,, , �,� 20-116 1
-
- A.R.-Im ��O=_`_"`" .--.- - I
"--,;" -�11 , _ "'I C�_Owala,, - — - _ I - i DN'.."O �
'A W �PI _" � Tii � FIT r-,, -3. f-----
L , �, ,� ip I - I - ismir, I
- - - - __ - 1. .R.�Wp!�; I � I�_______.L__ -_ Do A I
- — I
PRODUCK EVAIA AnON REZORT NO, JOA727jW 7
Z2_TEME1!QRT5;
Large missile Impact load tests were performed under SSTO 12-99 standEvid as
pet section 1609 1.2 of the Florida Buildirg Godo. Uniform static loads as per
Section 17OPP-81, per ASTM E-330. Test reports prepared byArnerican Testing
Lab of South Florida, Report # 0814-01-01 dated 0311VC2 witnessied by William
R. Mehner, P.E., Burior Moroz, P.E. and Henry Hattem, P.E. anic Report No,
0219.01-09, dated February 25, 2009, signed and sealed by Ecirrundo
Largaespada, P.E. and Henry Hattern, P E. Large missile impact and cyclic
loadings per Protocols TAS 201 & 203 as per section I 609. 1.2 of the Florida
Building Code. Test Report prepared by Arriencan Testing Lab of South Florida,
Report No. 1123.01-10, dated November 23, 2010, sigriod and sealed by JuAo E.
Gonzalez, P.E.
Tensite test report No. 9CM-1 98 by QC Metallurgical, Inc , dated March 13, 2000,
stgried and sealed by Fronk Grate, P,E, as per ASTM E-8 and Tensile Teal as
per QC Metallurgical Report No, 1 OKM-1 3118, dated December 1, 2010 signed
and sealed by Jorry Jaciolano, P.E. as per ASTNI E-8.
2-.3-S-TRUCIT-MAL 9KfNfER1NQ_CALCtJ_LATIQN%
On 24 Gage Gelvanizad Staial Storm Panel for maximum panel length vs. de*n
wmd load, as well as maximum anchor swing vs. design wind load and panel
lenath based on rational and comparative analysis, and in accordance with
secition 1604 of the Florida Building Code. Calculatioris prepared by Tilteoo,
Inc., dated 12118110 and OW27113 (for this revision) signed and sealed byWafter
X Tillit, Jr. , P,E,
I MI 5. LE WACT .
REWSTAIII
Large rn�sshe impact under section IeO9.11.2 of the Florida Budding Code, as per
SSTD 12-99 Standard and TAS 201 -
4JWINKE� LOADS, RUWANCE;
24 Gage Galvanized Steel Storm Panel has been verified lzo sustain wind
pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
12 and I 7 of 18 of Product Evaluation Document (RED ), drawing No. 20-175.
Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru 16
and 18 of 18, of Product Evaluation Cocurrient (P E.D.), drawing No. 20-173.
24 Go"
, Gatvanizod Steel Storm Panel has tieen verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-90 Standard.
ktIk'kioliellho,
r%;n A � lr�"N7, 1_�
....."
. ..�
..
__ -, �,, ol!kye ... . ,,,
__ 4e � .
__-_OI= � __1 - . - - . * 1�
I , - 67 -, I
___ � . , k,o�
.
- . : E
,�/ S I * ., * =
. -
I " *,-01% S :.1
,
�
�t%. .*
irl. X! . 0 RiteIN .,
1k e ,
'56 " ..... I - " ****
11% - SIONAL ,,
%"04141111ilVA"k,
U6 Kill; 1111EN-9 - I I _� '#
t RN3TALLATIM
Installation shall bre perfoin strictly in accordance with details indic-ated on
sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
drawing No. 20-173. Minimum separation to glass shall be as indicated on
sheets 3, 6 13, 14, 15, 1 6 and 18 of i 8. of Product Evaluation Document
(P.E,D,), drawing No. 20-175.
6. MATERIAL CHIARACTERISTI.C.S-AND-SPECIF"T*N&z
Shall be strictly in accordance with General Notes and Components Indicated on
sheet'i and 2 of 1 8, of Product Evaluation Document (P.E.D,), drawing No.
20-175.
Anchor specifications shall be as Indicated on sheet I of 18, of ProducT
Evitivatiori Dociurrvryt (P E.D.), drawing No. 20-175,
7. LINITAT-IM-A 0 (ZON01TWIN5-DI-M.:
T 1 � Shall be strictly in cornplianoe with Coftwal Notes No. 1 � 6 thru 14, indicated
on sheet 1 of 18 a(Product Evaluation Document (P E,D.), drawing No. 20-175
prepared by Tiffeco, Inc. " *nod and seated by Walter AH Tilld, Jr, P_E_
7-2. Priduct shalt not be installed within HIGH VELOCITY HURRICANE ZONES
as distilled on section 162'OE2 Of the Florida Building Code,
7.3, Product shall only be installed into poured concrete, concrete block, and
wood f,ame structures.
Product Evaluation Report prepared try Walter A. THIft, Jlr.� P,E. (Florida License
No. 44167). President of Titteco. Inc. (Florida CA-0006719).
,li,I II TION,
"SiPi .. - I .. .11
`
� �
- /*.T--`,,�CEN ""
- _ $r '.I. � ,
, L ,
,Z_ � - ---I-->— --
,;� - - ,__ �' -14 IV
7 , .�,� ".
- I" � .
" It, r Ill * �*
WI I -
litim , ,�*
O*1,T11 ICCO ADIAON RErORDS k R F. REPORT.20 � I3LVBALP 4 A;.k. ikKlls _"J
C,P,L��AWC-OSTEEL'STORMFIANEL%ORWG420.*75�RI-PORT*20-0?V 50It*.. ORI ... .
N q. .. ,Ce
L"\
11;1"Yto, 1'�0�11111e
� _____.___.__.___ —.-.,— __ __.___ __ -
i
I 1/4, 2/4. 3/4� 4/4, 5/5, 7/5,
2W/10. 3W/10, 4W/10,
5`11I 6W/11 & 7W/11 /-S
�_,S_-,:
_�IWI
- r wx___ AKr H01111% 100 CONRI SIC SO4JME ON SHI 8 IT 9 W.-
7* kPiki FM WOX SEE SECTIC104 04 "Un 10 & 11 I M.
___ —
I! 0 a I 0
D. M.. r-'�. a). (�) I 61) �=—,—*-- —,4-��,= —r.------- —
. I � I ------ �_I__�_l -T--4-----!- -- - i �
W K�n I ,
� I
m � r ' 1
r, N, — "I , - --- --- I— - I � ______- �_-- --.--
`,�C3) . 4 /;,
('4) 1,2J � I � , !i ! � I I
� � I
i I
� I I T � I I I I I 1Z
� I I I
i i 1 ! 1, I I i i i I I
I I � � i � � � I 1 1 I 6
�
I � .
I I � : 1 �� � i � ! I ! . EG
� : � � , ! � I
� I I ;
_ � - - - ;� L -_ -
, - - - - _� ___�_ _1___.._._ 1�
I I I � I , �
� � � , 7 7 - . - I . f r . I - � I -
I . � _� I ,
-L�_ I I - 1 1 , I I ! � I : ,, _�_ t
, � , - I
I � � � J 1 , � 1. I � t 1
. � - ' ` � L I , I 1 I I ,
1114le I i - � � . I i ., , � iT7441 I
- , � �
I �
� .
I
� I : I I � I I
1 ; , � - - - - - I - r
. ,
I � � I I 9
PNI W/ -20.J*
LINSIDLIED PANEL$ � , - `ii� � � M _i/o
, I !I,rEO
I. - I M,S. KX7 W/ 7/ft' III 3/32" i-
I (SEE SECTIONS m I I I VArNo 0 CA &ARLAR
�
APPL)SAB,U), � �S �:
� � I T"i,tS AS APPLICASU)
�
I i I I � : � � I
I : i I ' 2
�
� 4 - � � . - - I I : J,
I - : � t L - - , - I- - � ___ _L1
- i � I- , I I I EO
1 1 � I - ; - - _T - - I 1 � -r- -_ T
! ; I I I I I 1 � I ! ! � � I
I I I i I . I I I i
I I I I I I I I I I i
I � : I i . i i I , � ! I
. I
I I � . I � � � I I I
I , : � ! � i
�
I
I �
I i � � I I I I I
I i I �
� ; I :
I I
, I I I � 7 _ � I j , I-
*
, _ t--i -1 � - ___t _ L-2
- --- -_
-, �&
D. M.. �g � @ � (i), I I � �
:W
�
I
3, 9" � ;F;,. � 0 : ,
It a . I I
I 1 (�)- 60 �04 - (4. &�' I - - � . �i I 0 � dii, *III ���� � 0 I21
- r TANK - 1/4. 2/4, 3/4. A/4. 5/5. 7/5. ,_ .
I* ke" I* %w -
�_6/5
�5w/lo,
IW/10, 2W/10, 31111I 4W/10,
sw/I I & 7W/11
- NI rOr CONCRETE SM SCHI 04 SHEETS 0 a, 16 - -
FOIL irox) fLEE SCCIII ON %4CM To & I I
REG-QUIR-510M PANELS !� & J' ELEVATIQN
& r—
i- .4 T.S.
! I
� 2 07' 1�rc CAP I
(UN OJEkAP -1 WOW VINMEO
___
�
____A - 11I=�=P�� _7�1�- --, W -1
I I V! T!S�" _7 :___�__ �" ".
1 1/4' " ..,%-.,--/ � ---- / \_/ \� I- � III 01141
Q7 I C/N,,
�11i�
UNU III
i 7 sil -.1.
, - I`%,
i L----\ -, - " ,/
. 'e,�
. t ��
I A) 0) � .�. -** EN , --I,'P FLORIDA BUILDING CODE (High .Volmilly Hur Icons Zono
I *1 �� 12M 11."XIL W I "
I I: 20 GAII GkVAI STEEL STOR. PANEL I
: I 04- rI_
I - . - '. A _______ .-I
I SEUMN- * *� It - ,*2 . ---.-\ 1
/ / A GLOBAL PROTECTION PRODUCTS, LLC . ..... ""'"
" ., �,_ MIT
N T_S_ Z Ali��,�___ -
1 TRUE—COINC �111
I. . � Z -
� S 51 SHM -
a R 0I - 111I TKIIIND A 062 � OW, IL =,-
. X ,IH,��w k0k,".. - .. - 2= a "4)11Ift"4fi, FA,� (064)0#-am 20-176
I . �'
; .. , 07 � , . uwerr= .�
", 11 - I_"P`1= " "`N___I
I "NIN - �,X ,
-. .
sit . A ;RR,viiiAwn ___�!� I
"I A - - 10 ��- .- 1!t= . -
IV 0 r" , -
0�*W�,w �10P k"'O'" �, PA - -_ I I I I we I or Lt.
I � Ans
I I— _ _
- . . , - , ___ __ -
I N51ALLATtQ_N-UTA1"-.d
�
. - -- . . . . . . . - . .. I—— - . � 1. � . .- - ,I .. . . . . -_
FkR-. R_E_r2?,AAR2AN�E$- J- -"i
IffQ EXISTING
POUREQ
_CQt!_C_RET QR -
Q !OLNQUE
R
- RLQQK_..5_TRQ_QTQ X4
P_WREO L,4�)NCREJf
OR tDINCII BLOCI,
I`CNIF� V CO.O.W I �
I I�JIICRFTE V:I:14�1
1i.%C=Ao-
RECIPPED Ca"M
ANDID"
RELELLIRLD
WO,10FID
(SEE SOIEDULIE ON
SHUT 1)
cQN,C',1� N,
is" smv,,Ia I_,�
EIJI, 9)
CON001; "IRMPS,
?sff sodwur OL.
SK.r 9)
I I .
, "
- �_ � �
I
" ,-----,
� .. I
__ - - I
$r: _ Al!
I
I
i
I
'r - - r - - I -1
r
if
1 � , t,
I
I I
C D I
�
�� �_tl
i
, � - i I l - � I
A
I
,
,
I
�
I
I i
� I
I
�
�
-
I :
I -
J �
li�
�
-a
� �
: - - III I
H, - �
i
� �
ia
-
�
:
� 7Iw1__
T
1
H ,�� -
I .� 4) �
i
I
I
�
, i
:
�
71
p
;
i I �
i ,
I -
.111=1.1 �
!.Z
,
91,;.V�l in
:_
,
,
�
!
1
�
-is
I 11
� - - . �
- `11
- 1,
i
,,I, ., L
, =,* �
i7o""I14y.0
"W '%* �
I
io
. �
I �
1/"*r_2CW`1 .
� I
: I I -
ii::� ,
M,
I
' L
I ["
I
I
�
I
i
� MOLO
L
� I" " -
29
-1 I
:0.~
I
4 L L - - rr-,'4_�,
- __
-
! I
P I ,
I
-
i
,
I
.- 5
-
I
i - - �
1
i I
J
o"
i
I - . -
:
I I
�
�� I i
,I
Sox LOE-N-1
!
I ,J�4 - 1
,
W%
-
i
"'I
I OF 11
- Of IL , I i.7711irr ; � ." �� � sm
" , 1 , - 13) III 41 . I � T , ! - I r 11 OF IL
, : E Ali I I I M"
. . - � .
,
, I 4
r r
1111row", - I - (11
E P VOW E.D -1 I C�T)
ORJIJ IT 17 1 � - �
I
I : I
I
4__ ,?r cc I - � � i __ � .L - T t
1�� 110 - 0 L-177, __ L� W _r�__:4 I
- __ , r .. I
_+_
(3)
(3)
r-
(n
-0
-Fz
>
(1)
-I--
(-)
r-
_0
L_
(3)
L_
(ZL
=
0
(3.)
CD_
0
L_
r-
M
-0
0-
.
.-
0')
_+_
U
(1)
—
(f)
a)
t--
(D
-0
C)
-0
_=
-0
=
0
L2)
ci-
—0
=
-2
(1)
3:
=
=
.0
LL.
—
CZ
0
-I--
CZ
,.+-
0
CZ
>
W
.—
(f)
(1)
"
_1rJ
I—
C:L
C_
U)
CU
,�?
CZ
0
C:�L
�—
—0
.0
Cf)
<
-
JUL 1 4 2023
-
Virtual Revi Assist, Inc. ,
Review cam teted and approved
I
for compliance with t e 2020 FBC 7th Editin
by Debra AnlKlahr PX2300
____ - - � _. ______ ___
- - __ .MC.101111S FOR CONCOM SEE SIC"MI ON SMELT 9 -
ROA WOOD SEE SECTIONS ON SeFS 12
31 W_ Z61, 3' M_
- 4' - MIA f" 0AI - .1 VeXE IIIII hik,, it, I %I WET 1 � _ -
I D.M. rv-.,-�r -i - �
I ;
- f . . - I 9 � i
i r J � , . , . � � i I I I
I
� � � 1 : I ;
� � � J i! 51T%
. �
I I E TO 'I' -
. 11 I I � � : . Ro ,� -
- I - � " � - _ - I � I I L ,I,- - k6
__ __ - , -, � f
J - � , I -v _� - - , - I - I � , , i5I
It. . ." . - . I .
I : � W.ItTiv;ORN I I , � d 6
-
I I - � W � IT OWE" I'm 1. , , � , * 0 I , I � , � �
I
I
� I J `�
iii I � � I , - i�' I � I! I 0.4 i i
4 � - ! I A -
'I I . I "I vil , `
1.1 � I 1, � I Of V -
J : III" -
ii! J i � _t�
I o $ � � � I � I I
4V : I � � � I
I R I I I I , :
119 I - �
� . - - , . - - --L._�- -L'od ,1,
"-I � im, - , f�� t �
- - AMM014 J.�..-
r wer, - MbL,(&.@ 1-1110,1.11. 0 a,
� - M�
� . ARICHORS FOR CONCRET], SM SC.Uital ON SKTI 9 _ _ - -
ITOR WOW SEE SECE" ON SHEEIr 17
KQUW Sr'TORM ��_(_J',& fA' ELU&MN
.
.,ii
I I �' itkI!, W
2%r �
— __ 1/4�
- I -1 I ,
2
10-
r I
, 114'�aihkoi/4' SS SOL'
��. i/,?! Y32- "E4 KLIT
�
I ,
-
i I ,
CAM _ kki
DOtAP� -1 WAXE
-- --
4
-
0 2 0 C
CT)III04ORE AIRCK IRS
"t-IIII!t ,��S,
ITTKORM &KNO"(S �111:
COOMTE 118*0"
(sm "I ON
$KTI 9)
'/*' MAL dAP
41
wi TW MEE 504D"g ok,
(M Sc,coutir OR
Ow 91,
it,ft, 0)
poom COWPDX OR
N&D2"7ZA, (TYIP,
p��-tkm rold"M 'A
K�TNLO _1>I OR
`W
, M11 KDC.:
Caw2m GLOI
$WO-RW
SCALE 3,I31'rI
DORM IT 91011
nrA�EZ`
.410M
QM0 A
91RECT 21"UNTM
I ECT MOUNTING
1M&WQ1iN1Y'1�
1KOIDN' -0
1EQ11Q4__J
SErkno
19
,�E iFR."-
NrAu 31IIt- "
SCALL.VibrX...
/,j��.'. - .... :", '?
. * �, RS 's,
EN$;`-.T �Iwk - FLORID " A SU]L V@111111�ITY #"list canii zonii
- -,--- , _ - �! E�_� =WaW"ATn of I . .1, N 44167 .7. t� - - - � IN
.- _ &.WNS I = � . - 20 GA(If GAJVAN4ztD wri. STORM ;,A�a JOIN. W
E.0, - COM OWANC9 Z * �', * f�__ , -_ --" ____ ___________ ____
4 Alt 01- - .' - '- ;GLOBAL PROTECTION PRODUCTS, LLC� 'WT
CON19INED IN ANY WX, I�TCI�SCAi7SAN_ = I - - - - - - - �_ili____ ' 1" "I I - .
(SEE SCHI ON X- & 9rY7D1r MOUNT CS ' Ff 1E '� S I __ -
S8EE-, 11) '� / VECO,.- .W S'. 6, SPRIET
INSULLAT*N. I 0, ILO-40 ____ � _ - - --.--- _', [ 3w,
i"' ...... " =�.- gt==_-r=.� O"L ft 20-176
. . . . f-,OTI1 0��Aft_lut r" AlO.r6i, - �
� : � -.00OCT.- 1. ORD-- ,
��i, �mw�,[ - - - �- __ PtoliimP -
IA�Al 1. " - __; - - =.--
115"KnPIE/0"T -I -, , � r �- - ;,--=.� :� -I '- i .W , j
Oil '. I -11 I -I -, I � �
I 'I,' , !� � � , I
--
'TA PI
, I ,
L44--n
U)
(3)
C=
CIO
0
L.
L.
LU
:f-
<
:�f
=
<
_J
C1_
_11I
(1)
(1)
C_
U)
M
>
0
L_
0_
0-
<
_11111
0
=
_0
0
L_
0-
(1)
U)
M
Cn
SHEET NO.
SH 1,0,
tw f .t A AND FL00 5 11T�?ANELS STALiATi' N._ B NaLN ... �Nn,LII A EAU 9a
�Y__L1� 9
per a e r) �- - a' - t 4 4 P) ,
1J4At `y M.. w. pry �wq
i rWrars . C_ t
- (T P. Is-' _
\ , / • RA, P
.•-.L... �1 rat 4i rr. -NCO„ o. k
r [DOE a 111 ® MPLXA.RitEt wNbaw7P m.c - T(P-y,E
iP•NwT rt1-
a"
AV"" -I t
-I-
,
9
I
E.O. '• • • •¢sits PE.r.'. i % L 1 I -
IELUATIOSECTI XrXX� ,
O[i 5 R/a j SGy.L 1/4• c �� $iC.{L t /.•��- I r • t _ s `I
N
- T _ .3Tulm .wit, ro -a• N� .wi'1 �',, ,°
' Jr•-. v_ra[.1 a OorA'. nMil� A,rPR � o,l , 7„•-- ��Yxla.=--�• p� Nseru[ ao K+P mern "1,
I a MP.A,. -ssa P.•I / � ) , I ,
tD
IW Pet
et]-b et _
a ■ oc v � I- a,;zKRnIA7 -
I
1 , '-TTn aJllYl, f/ S —�i•, .-. + 1
n
Raft p[ o K R t. ) `zi r9 x�i r ac •.`I! RRKE ARID .a.
WAe. ql taaa 1 [ I Y Y 7 E.1I9 lKl 1 Sit
1
t Pw.l r -r tie. ANEa I •• A'A0Nl1s
/�' Awlw L
- i v`T • 1 l .•
1PaM • 0.A'R IIOEIME
LN
rw:l ,,.ePaJ1 . APT
r _ iI
f {{ t
1 a o w_ -no PA+- � tuaa ' A ,2 � I � I I �� 1 l ' �2
1 , I
1 j
'.\ L I �,"-"Ia. MItclo I. r M Y � I.••' , T1W. TOP 4 wDmNA.s ,fro - - ��l , • .._ uxuOl ctAAn•. , rlLf wAus'v. YCPFrIwRr...l ----- ---�
•/"I ---' ` t- ELEVATION ACTION Y-Y - IT STORM PANEL ELEVATION
sI:+LE ,i•`;I` SCALE TJA'.• '.ar.`II SCALE ' Jr.f'
4ETAlL 3
I E I! 1 A SCMFOUI LAUI I ION i
ALPIIp ` �- T ems- - _ _ _
A `11 + DN 9OC1"1 4 • 91
t � =':11� ! •foe M�..'YIA ,Wwa
E32,MR AACN145 AI I
Lbw MU4Ah
"Voijim M_
SPAN (n)
VISE MULLDN ••
4, a•-e"
2' a 3' A I/6'
I ) 4'-4' TO 5' -e•
2•
to 6'-10•
a e'-Ia- Tb 0'-D'
• SPT. I ES FUR AS O D" PKSV.M MT"
:A TO .SSD P 726 Pa-*
SECTION 1 EL
scALE
NOtt. M14L:IDN CAN ALYJ BE efSTALLEO NJO STORM PANELS ON TOP
04 807TOW SO IMAT IT G IOGLIiD AT lop OP BOTTOM Or OPENM?
(ONE PANEL OPENM W/ TUBE TOP \ 9O71OM)
INSTALLATION
DETAILS FOR REGULAR_
F'AISJL '
INTO
EXlSTIN WQOD STRUCTURES
•?F MlapO AOiYMfE,r
b WIM" rAr4 ,bi4
J'� irrA
-
;1
„A•. w � w P r ps v
�tMA}•N AfLPr)
,p� uA 7aMR11®n' u w
rtn M4 ix01 •rat
_ iti.sX9 e/ WIN �v
Y ,A. +•AbPa, AOPNPAww
�
- � _ _ � metre 4pao w�A
I
! I +Y. .n
} (�f�•
I' I ItP 1NAP4p rEN1vMYMI,
>e orNM PK wAn
/7 YI. ww,Elf�+ P1PC.r1PN
iYIM.IY MIND rYAYne
'ff5j€''�' - Rub ALE. ,y H .
- - r-rirAr f+•1 PPu-A
I
IF Mae%
Ir
•-I
r
' IIF ,
.... ',. i
f
i.wr-)
MIND, 4A iAY� 1'"9E 1
T
i
1
":'
+
a P!
",hed
i to r
I E
J C7 $
WALL MOUNTING
i #
f
f R{STALL4TIEHI -_ ALTERNATIVE
I
".
pl
"}
�"�
;
-:�'.A.a. ,."4• e•
fM. �L?'at Y,s°,A,W __ I
1 �
��-
_ __
� Pv. L
=� :).
_I
�s•, -' I
.w� „RFC --\ its _
�
_—
BUILD -OUT MLUN'r{NG
� �;�� �P. ,.
�'� m..•.x�
�'ALj,eT10N - ALTERh�T1YL1'31'
� � :.NA"' � •�•+�
-- � ..la
+`
SCALL 1/4*
trtl l ( QE. FOR ►A �+' 1�a WALL At O&M —MOUNTING
�,d"TICIFI - LTE IVF 4.W INSTALLATIGNS ALTERNATIVE 5
WALL MOUNTING
RNATfYE_2_w_
($FCTION AT TOP 15 WITTED TO +55,D=67 G AN4,
INSTALLATION
- ALT
A_SA. DEWN PRESSURE WING.)
WINO • ,. f/!' AL _
4) rir A 4w,
E'i7R,�iw Rw� NP ,IPv
r-
Nam:•.(tGP
NMMNfINN
N�Ao
w A. l��(/aaai
l✓
�� r�I�ltii;; O
INSTALLATION - SECTION 4AW
SCALL 1/4'. I• i
1. ,NSTALLATIONS ARE ONLY VALID FOR BU,LDNNGS WISH A S,.D DESIGN LOADS
To .55 5. 0 AND PANEL'S LENGTFI UP TO B'-B'
Iy`•,..•• ' • y.
°' CEN ''.,'p ';
/Hd
FlORIOA
UP -72 D.N.I.
2. FOR NEW WICIW FRAME. CONSfPLiC N• WOE7D MEVOIERS TO SOUT"MN
L¢
- S •4,y.-•-.••-�•..'
B h Ve)oolty Hurricane Zone
._ -.�.M BUILDING, CODE
-
PINE NO 2, W/ SPECfC DENSTEY OF 0.55 OR EOUAL
_ - ND. 167 •. `s
Y:o7a „I.,ELo° A`c 20 Gktd GALVANIZED STELE BIOTIN PANEL Fr
aYr «
NON F9P_GQM91N6I14II_ _SFCF.Ot -
- * St �fL�- -a _:
•.
- —/�O 1 Ni/e�'- GWBAL. PROTECTION PRODUCTS, LLC. wnr✓a7a
,
I L E RAP `,
TDFI k BOTTOM (��is MDiHCAIN BE
El3MetO 7/Y
NE7s AWAY' 7O SL,T ANY
ED
n L-.Ilse sv A, SrAEET
i�rl""•.j°L' RIL#p"; •v7P4„ �r �•�^4.•'t TMLdY WEAAI,rI° A CQNPAtfT IY,+K. PL. 5?]rA
Ah to G 7` / NN r. M, YA wIPM .NrRa n .tw na.Nw- sea Few ga+ w, 20- 176
A/a SSr -•• • LARD -•tom w t1PU P+*-a4ror 7RAAMC ,Ir
,MVALCOMB(
Cfa,
yNt 0 AL SAL/991MttM(/rP`TLT
AAN. t1eM
,N,L'rR Au-I__1 A
. `~�vi A P [ - rF ;;
nawx I-� _•.lei I � 'i-""� _-- -.._ -- -
CONCIETf M,C4OAR [O+A7[TE. bK:ArJRS EEM CiWK'AElE AN(l,DP3 SEE 9aKLNAf OK 7Nl[T tx.
-
Ft., P0C0 so" SEE SOCTON 0 D'"I fa
ITC1amLLt ISN� rsrE sI,EDsut oN }. t, 2. dE tw 15
Me1T is t POL..rzD COICACYE tA1 —j Aa..1/L 2/4. 2q/4, 3/4 Q+ 4/4 •�1. 2 t 1WJ`/S _S•,
wr,
_SW
`.- _
� T^
PDURr1 EDNOPIi - j i •-. ._.�7_�,._. .rM. __,..,.. 1
L I_I
ti Tyj) I
y;E2a PyyNCj j <rsA[TyI'Yell ,R ArtYRR1, (-,rawl� I
i ''3 CF• f[1=�1 1 I I � 4 ( I f I I RMEa, (R1IF771DR .M[4j , (E80RIM
I
i ICI TU W4 P 1� To A."
E�FaY�NNGYF&#r! S I r '
, i. ♦ )
I
t
dR I,°°2 'DC. !' C , � 1
_� e-. TJ4•b,- MAL11tM f-------L, .•s.f' fAAC,rYa{�EI!j\ jt[ f I
we.. (CAW dI -
� �
ifs' Tm ,1 / ,� SRillk,t a / i � 'A} So4IOFA)IS � L
is" DE2 IJt.I� TO . 7 ,/2. OC. 3` Ifn lc4s[ a}) 70 e 7 th• OC
C DLT 2/,a -,-. -I
bi i FT l i i 3- } 1- i •
L' (i `,grlr 1
t jj - j I{ jjII I
t
E ff
Fj i '� jjj t u rw wuxLs)
I . Il • e
®DRi� I ; ' !III IIaAI�E «1M "�;_•
({ +
I
I
PI%NREL GDRCRETL i 1 1 1 EI\
.i. r .,t .• --
�a,
0A OOW_*F'Ti' 3 i i ) A. 1 1 !
IL1K51' RAIL -
�*1/4. 2/4. 2A/4, 3/4 1. 1/4 t, 2 A 1W/15 1, 2 & TW/15
T � ,
TE L'-y PA M
LATE
) I ON ITFE SAFETY PAA.EL e
1�I g I A8£A REC, I:r u KT "A."FTi 'AFIE,L'S
Law. . REY'hl LCr'.ATttSN Ck" 1.Ea''E (5E£ I�TE f6,aW)
Y _- NAR PANELS W,f I:RR �- SSVJE PANES _1
-- W!G RE Gtri FR 1R,,LNs 1;5£'£ NOEE T
1
!V
1-� - RfIOWI P LAST PANU , TO at A.rft_L4: AS
-LIFE-S4fE1v
I
W,+CInI[ ,,
WE x ON�/ - RING
wx4m a7NtEme 1 i� F TO FLm>E NTLATJDN aPE. 4
.-...&..._ AL.ATS ME PROMO. K M.WI N9LtrtAi
r.., • '�
t
Esw. IRGORAR[D (;'� TO bit en1ALL£D 09 REV040 FROM WW
IL I' + D
IWE � CM ' ` i
s4iT •.) ELEVATION
SrALE 3 3T.1 ` �l
WALL / �A��7lN��A/ON WALL 1NSTLLL�TJ��
�D����� tNST �
_
�S 1i5 r il5E+K1i�5 _1 sCAxt }/$' . I' ���STI 2t�iH 2 stAnE'„ a{6' . t P,,, � ��� r�% t • J• ,/. ME.
-_:
_._ _ .-_ \
N9..5 QlLL[L SA%L''3Tffi61_PdY! _.53i.X INSTAWIf2H:
I Uq $A M STORM PANEL CAN BE LESVITEO AS AN END PANEL (tMV OR (AST PANEL) -
OR AS AN PANEL PANEL N BETWEEN ENO PANELS)- C - P 5 a
WTERIOu (ANY LOCATION
LIFE SAFFTY PAN QS MAY 11R MAY NOT SE IMSTALL:ED ADJACENT 70 RECUJA PANELS tr AgTT 1 ky ELM BLS
(W/ OR 0/0 AErarLNa 1RAGKS.) SOL Non ,I
? LIFT 5AFET+t STORE+ PANEL CORS15`tS Or D059' O.4YAN1zcD SFEE: Stow PANEL As SECTION B-B
PER OOYPOMETfT , SHEEN 2 OF ORAi•WO
TYes PANEL ALLCAYS ITSftF r0 BE REM040 M INSTALLED FROM NF ..513E EY
STRRACTLARE.
r bit ECIWM (NrPOH P k5 PYR SI.f T 2 AIL VO V_ COG .NT k 'rtOTx"OM 'YEeACt[ t'D� ,I IAIRLL1Rlt TItil Ay
AM A.IL• p, TIt,1/T a
rnLFPONENT MAY' BE +15TM.LEO WALL CrLrSFJR MOUNTED FO;LDtnNG sz'C1tONS 1 k + V�•' L, •'•J'?1
1NIS AS 2 ON t.<JENJ
2 044 SHEET. AS WELL DETAILS 1 4r SHAD
FLORIDA HUILDING CODE (High Vot-Hy Nw icon Zone)
4 W, +' MWah 6 1 ' LENG'TN FOR � F4ir 5
�. -
a;rca4 lama, A.L. FT- EP
AMr AT TT -
M0x- ANOE40R $PA&:.NR FOR (7WfPOTIEAR „M/}RAOE � UM 49 CreEN LAl - 20 GAGE VAR7lD STEEL STORM PANEL
a *
5CH€'Jk LssEETaA mow* e°
St PERMANLNI OR REIAP+ABi-E '? t(. Alt Qf__ �
CL»NIMMI tMY
�:Q9''•.
FITARAE : 1 GLOBAL PROTECTION PRODUCTS, LLC. Out
5 SET OETAAs FOP, INSTALLATION :N=o HOOD BwLpNGs s,aE 1k GR�!
p I L E C O S_. a, PAW
�q FFSS J liKnMa r tNO,r,rEMe,9 ARr Agri P_
6 SEE SHEET A roe 5VAA A►PUCABL£ TO THE NECESSrt FOR TseE ,NSTALLATDN OF ` 1. (
SPACERS AT TRACKS INSTALLED AD,"ENT AND 8LYOND 10 STk[YO NA u' I. xa.PPr,N,00r,,AMN. a..-P,c (es.144Y-1°349, to Ir,+wae-e'Ya [ 20-176
/1NODa BANDS A•ANI t1N1AKL0 - '____.�..._._--_.y._. AAr IP . TRIM F.. rANt .n-fATv ';,. •.-- �� - AAR -. iA. rnAAI+,a w
'.�._»-.___.,..
PL Pa35.y1wIAAWNI,E,•OAT ri..CMMI)9Y _ .. ._
1LALTIR A muT A.. P.r 4i.», _ - v a
MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPQNDING
M/1X,IMI.�I_QAI�ELJIENGTH "L" SCHEDULE
(Yk,P rob, !aR PAA96Ti�fl A•°L71 46111L ATA AS WR 4FL"71EIN5 f nNU fa fW Ski i 5 r .1
U ,.JM 4irPF
MSMC iyPrJ
Ws �ir.Et LLKGT
Leti )
lIUY SPARAfi-L•,
-: TU G.Ai
PAKL
;9aMKM
,/ 1
0, ,KM
655, -72o
r T OR LC53
2 /'
- Loewto
, TANU t A 1
Ae'-a'ro tf 7 Mr...
,r-r W ,['S
T ,/.' • e(LAyPt
J •12' �� N ���
A' aYF
_-- +. ___
9, Y A ,D
.168. -r2.0
.a]R -Ae-9
• lot>m rJ f/e ®-tf ;' Sa 45 A K,4cw A'A MEW A .1%tw-a W wN4'.'.:.
MAXIMUM A.S.D. _DLSIQ���RESSURE����N�{���AND CQRRESP��DINC��IMUMANCHOR
$PACING I.9EDULE FOR RLQW AR STQRIA INSTALL /LTIONS
INTO UISTiNG CONCRETES CONC ETE BLCYCK STRUCTURE
NAj--D ONLY MR PAMELSOf}k % Wh1AW 6 A3 PEP SECTCN''S 1 r'.1R0 T. CW S.'TTTS 4 it S)
MAAIWA+ ASD
ots"P,
NAClNY A cww. SPAbA4 iDP cam. _ . I/r -
DOWM T CF T,M-GAD CAtA-M PAYEIAIaS FQLaE a -. PAMt\[tE R1G --i Mctawsr It
F . AEmant Pft.
sII-
O.E,
I +NY tENorN 1.` (n.y
WN AIrti 1 ea rwv r to ecYlusTE: mN.r ITF Iv c1s+;,.En x eo e,¢Tt�._.oDre ,E Ot ngplDrofi�,ag7w
OLD&wDa I
iV.
AI/- , WA
6'
w
A'/A
_..._.
r,
4' e
S .` I ' (iDlTINA)
Nil. ILIA
4'
q N/1--
(TDPi
e'
N/A
e•'
I NJi
�
f"A A
6. Dn[5aYP?
t•e/'
+
9
-5D3R5
W.
a5•' N124
37 r(
) r-s• Y4< s
usT52
--!
- .
+'
._.._-,
c
.
-V -
r NfA
ei'•
.
3 {6tllTrAf3
S• N/A
—
vJA -
A` w/A
e' �
M,A
�,. _ � rJi
a.
e• --
N/A
1 '- r•
6' a'
i I I (yDp)
6• 6. � . \ 7 cee[1�+;
MJA
,7 , ^z'_e !.•
i -/r— ¢ , _.._
6 RJ.•
It ,/.'
6 ,f:' a ,/,• )
SEE 511115 1C A It fan AAC.Q" FIK a WACOw FM .S;Ea uT s M,% Wme _Nr smawo
MM" ANCHOR SPACNN S' AND b0VWQ W6E DISTANCE APT SBKATED ON WS SD[ C. 10. E-6. LM
INNII NIALAICD CA, SCHEINLkIt MITWE AW..MDR SPACK RI L MLYP0 VAONG s+ W " SCaED,lf Se
Ito; PO4L04INC FACTORS FDA TIc: OPENPT."7N TO K PQj;}M.E- 4TEw:F4 SPAsI OWN40 US.4 %hr01t
0411 Nof 6E LASS TI,- MAEW SIACPA) SO111(O "04 LAW AK- T K Al .4LCW, Ls' Cla
,/.•e
/.•. I 1/4•. r/.•e
IJA•i Ile.
loco.
P, a,P-4PM PP
cNA+ •no-t<r
s
s I s
R •n s
w .Foot rAw cP f+3 _
•A.Rw P4•,wr nP.N DN,
)
T $ ...,.
-..#_.,. ] it
-f
R4,rH IC..w► il'K R1
7
I 7 eta -' I
A MK Rn WK amem
eREtsT
1/.' ID a 5/e' Low worn a.1NMAQ r/
T/4Y-?oA2` 5S 11.A, 41 4 V., DC. FOR
PANGLEM I' G LP To 5"-a' -No 6 1/4'
R M LEURb6 A TO -a' MYOK /T4a
P4ELlAATE fEYAdf O m P4NRfMTF hfH a
t2 t i 0. orr
c. )4 1 1/2' Mi,- netEADED
Pc 10 WAVER A'0R ALL rWINS LP
YO r e MBA
__t
PruA,eD
•',� -
I
I
I
I I I €
I
sa uEt4lni
ON Stirs• e
� T I
1 I '
�
SR.PeA0.h
I
I
I TD GLAa"S
d
{
I
Ea,
r
Cal
• "I
i.
I
--D. a S/4' , ON Q -PASS MIS+.i
-r/,J4Y-707-Sa WS Mr 1 DC
fCM 00C L04114i LR' Ito 5 -9' Nan A
OG FDA LE"Vi'm 1P TD 4'-1' ,Lae
KLPITT' D1
DR #1t-i0' R,M6lNAN tY UDI 10Oe
i+AIrC.YLTR KV5 In 17 ° `r D C NISI
/r Yx rt4.A0m POtrPIAAT4* AI
Doan, or En61M0 NEIOD PUN I"
NL Lf)K" UP TO Y-6' I/s
NSEC°
���N���I����QH
AjYj7RNl�i
@U
6w
STALE }/6-,'
I I., moILATIGN$ ARE ii}AKY vALUD FOR 9L;100<: WITH AS.D Dt S,GM _OAOS
OF TC .-S5 5� -72:0 cSF A'* PANEL'S LENGTH OF TO i"-B"
2 FE NEW WOOD FRAME CUNSTRUCION W000 MEMBERS TO BE SOUrtTERN
PI, NO, 2. W/ SPECIFI' DENT, OF 0.55 OR FGUAL - -
y� per, CQ7E8W7LTYVV Of_SLC'�;1
TOP c BOTTOM MOUNTINGS CAN RE
EOMF'NED 1N ANY WAY 'O SLPT AW
NSTA ;.ATION
- _
FLORIDA BUILDING CODE (High Velocity Hurricane Zone
a.ae nNW. +k
20 WE GALVANIZED STEEL STORY PANEL.
F'
IL E CP O t10C
(GLOBAL PROTECTION PRODUCTS, TIC.
1T,rxef7o�
DATE
20-176
°_G +q
_
IrlNa \ GRRifiN+O COMPM'•fl, D'+Yi S13,x
ow e.P...Pe.a P,K.$ (�•DaeE faA_ - (esy4sl-ens
Y,A 4pA1 n• .
G-OOOPI,P
�
._.F.-�. ui-,
INSTALLATION DEVILS FOR R REGULAR - PAN
LS17
do CLAN
W11"TI WO STRUCTURES
{4 To Poop r4Acn
1
1 s6 4
I
jI f
I
_
-
7r I
Eo;_47-
1
{
I t
PDDD .s4aDT -) I r•
I
I
PrALRRDI
I E y
1 E L
ALTERNATIVE T W
AL_TERNATiYE 2W
, y
ECALF 3/9-1•
SCALE 1/8-1'
1
SZf SGfC"Af Dh 44ffI C ; j
- rDR SEAMA•.OA, C
,o
,
I �
€OI
iic
op
tj
I8 l
ftrousa
t €
.,� M, •.«xKe PFF.L;MdoN
AL7 R�ATIVE 3-w-
ALTERNATIVE 4W
2--' PLATE I 4 MP.MIn W qAf€-
_DerRED
.,h R. •'
SCALEALNRM
jEp[
L1,
T L�,� �r^rYfrr^��f
11n_.S,L.,]d.]r,fgdFRWE
CONDITIONS dL.A,
R uns,ART1AAr" WCTAI I ATIrIu
_ 1�.:. ,A.N w3 F,`
•
1, FTC r14RT1•I
31aA,t 3/e•,-
FLORIDA BUILDING CODE (High V11ocIiy Hurricane Zona
ST
'.''°P '•. FL,
�. G,
r,t�,
s �A,N,Ir
"'
Rlis Y -{-
.1 .r
• .. xr /'
=aY ,x1Lm. AA_
EL STOIM Pi `'L
20 GAGE t'NtLYAHIZ[D STEit
r�
\
I L E C O INe
BAL PROTECTION PRODUCTS, LLC.
s• seREL,
a+. +7L. FL I. t
E1.Ce� as.seeR_rs.�. I. cPs.wr-6n,
wr[
.-.......-_--... -.....
Iu r[1n,.s r "`LMow'�iTY.vO ca
...". �,:,rrrsm...gM
:-a00o Y
,AFL 11LLP u . P.T
Ns6T
2D-tab
DRY. _
_
-- - Ylul
M1flIM L 1EAL/SNRA.T1,1./V•Tf
Y +.-z
1]F[Lr
is
�� ;• � Ir^` ALIERPMTE (_0�1
sTUO5 i EVEWLM
I 1\
OVER
c,S I/2. 0 C.)
tf) F+O� PANEL
5J9• w. (CAK '.) I
1CASt 1)
r
W
I
♦i; (--�f sr.ffr7e,-€E /1 4cM[Gws It I _-- -rNE1 SEND PANEL t �ry-q`�) IJ46 SEE. qqY -
ea,yFON `-' 3 .-M f L 3. - '.-O* ANCHOR_./ ;dR S+TiOULE 3 --u }IwR PA,EL -� rmu P.wn
V '..../ L.. 2 FOR
OF DIRECT mou"T SPlaw. SWING w. A`,CMCOP MIA.ry ANCOR
C.
psi"] 1 • WALL MOUtinb L._iNSTALLATION (APPLICABLE TO S_.._-ChEDV9_F_ 1 DETAIL 2 i €IQR MOUNTING AKT
_ALLAjIQN_.LAP2UQA8Ll ._T.Q SCHEDULE 2�
. I ` _ _
SFJME. J/ 6` SCALE,_ 3J 6 t
MAXIMUM A.S.D. DESIGN PRESSURE N
MAXIMUM,. A.S.0r_DCS,1"G.�1PRESSURE 13:4TIN_G (Rs.f•,�w„�j� RATING jn Il,f.l ANQ zCORRESPONDING
CORRE PONDING MAXIMUM ANGHOP SPACIN97 SCHEDULE AT 8 FOR MAXIMUM PAHU LENGTH "L" S.M&WI
INS:f�50.48i.CgNL7�cerT,n..c. LJT-�iDICAi_a-Lli'L:_'SAi���-�1LMS.N..YIVI)<.
CRETE BLOCK STRUCTURES s rt
:�I ». L.lMM A]p 0C�„ Rw LAKI IA,C`N ! .weMlll„ �7W. MKk
Ts.�---..I92 ElLNIlI,L:... `tom N!. ' :. 2'.' rwn'vw•jc ' Hag sENcrveRSl I
. -- .. ,G .i.ASS LYIMrIV,
W _�A.S.Z. MMW C! UP-W CNA-w Y,Lp.L.WIS RrLL a PMALAW RL6 � � TA M4mAW P+ME-:
To cowwnt TO TD E TU Oar TO -TO ATE • t5eDo"b = [o4�MATKii 1FNG . ..It -,..
a- I �.,, D-YAAf-ry LdfJrTCK CONCRETE �, DrICRETE e� MY
„ 6- N/A N/A NJA 8' N/A 6• N/A 6- N/A 1 k 2 (TOP)
R°. O. -126 ®- .2 _ 8� ..9 9`.,.. -3' 9" S' 9- I '9' 1 (BOTTOM) 5-0' C.R LESS-
N/A,N/A N/A 5• WA 6' N/A 8` '/A 1 k 2 (TOP)
5 -72.0 5'-C' 7F.
T•_ -
E'
1 1 • •.' 7 /t 6107TOM1
R' 4' 9• 6-..- ,,:". _,_g• •. 5' 6_...-...._8._. , {�T1TOP1 _
• 9' 6'
D' N/A NfA NJA 6' Nfi, 6• r./4 6' I N/► 1 k 2 t
OM)
si 1Ea t_a _1r/ n:w�rT��+acs6xa ALOOttDM3: s.D.__- a��
W :AMEN ASD . (SILL} a 11r M F%w HOP as ANL.M) &a , IS" a zV P.. P W nP V AWFIJ APPLr-MLE TO
9F SN TAP - sections ! k M ,A.. PANEL
-A to Wr C.OvSAAT,C LET4GTW 'L• (R.)
sC r ..r .CONCIIETE VQW--.jaOf THEM
r2 -61.6 3' }• 4 T 2' 4 IJ2• 2 (OOTTOM) 7•-6. OR LESS
. 6 -66.0 3• 3' 4- i• 2 (8071EM) 7--6' OP LCES
`- O -72.D 2 I/2' m 2 Lf2 c .-... a•S `/2' 2 tsarrDu) T-C OR LESS
_. -77.D 2 lf?' 2 t/2• _N/A N/A 2 (BOTTOM) 7-61 TO V-8'
:. a -72 o N,A NIA 3' S' 2 f 1 OM) y7 6' TO 6'-S`
pp LOCATION pp 4('
'�- AT ENO PAWL
- I- 7 I -7- p 1 t I ,
lei 11,1
.Sao. -JSo r-e- o .t/.• Latrsuln '
WE MQT 19 FOR MIbORS 1IT'L A 9ACM FOR N'ALtAT01G PNU WOOD nMM1 AIRD04 i
MKMW ANCHOR VIACM6i AND tAA AA1 G]6L OwAker ARE PeWAIM DN TNG SONFD1u A`OR
ED tM T1YIN t&DITM CN SO.116LE KOOCE ANsitCe WIC.O RI tLI TIPLrA,O SPAONG
ORLADI ON SCW4,Af 6T h+E F04OW104 FAET[MS, FOR TI+RS OPTIADO" TO BL "MILE
NEW= SA40W OBIANED USING fACTMA SNALL Not 1E LOSS MIA M,APAA4 SPN!00
N°"HOARD fca FAPP ANCHOR TYPE AT VII LEND
t x' f /
441o1a11 TOE.• Ile."0., .•
/ . . - 1
a•fLS4. O D -4te" PMUM�i I M4Wn,[ CHI,-N
Mx A1axA]P 04c.1; 0-i A s a
44 wt *aaP 0.6 Dy ] _ ] S.,n -_;.Try
AExft EY am EB*W110 FPCM
00
oi
a ��T`•M...I.IQJ✓Sys
PsaP•'',,aCENSF'.A
No. 44167
•` ie
�''�• # :- E FLORIDA BUILDING CODE (Nigh Velocity Hurrican4 Zone
e K
y� fY
!. . 20 GAGE GALVAN(ZCD STEEL STORY FANEL
S i
m 71Jm7o
"'I*wr.,.rrllx` - IL� .«c `L GLOBAL PROTECTIONPRODUCTS, LLC.
.Roo It. S, SINL[r �---_
^•? rl,y,r rrsltwoh rf16149 t'OWANT yMe• °L14 20-176
.. Par arRarA sT.M ,A•KN- (15•ree4-17.5, cA. (65.),Ie7•eTfT
• rw tKN P+ A 00 r.. 9ats n•-w. _
PL 4VLAHAaPWU,Nf6.N G..7Wu. ,. - A,x4 _-'�T-:4 uRPww w
A.L.7ER a hullJr, P 5
e- A4 « PA rR-,
floyT SHETi ,. a Y
MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
PRCSSUR[ - I - - - - - W C0643 f • Loam
ARE,
PATMIG TO AM' fANe1MT,OM LENCTM In.)
r0 rONCRTE CONCRETE to WNCRETE t CONCRETIE To C011CAIETE Cano iL tD OONLWETE' CGfK71t.T7, to L•O"WCAM CONCKE[E To COAICem Co4c," or MY
Ip.PIj i, 6LOOK I owcg 9.00)t ■DCL KOM � BfOCN
6' p/A NfA ) NJA ..... 6' N/A 6' N/A I 6• N/A N/A N/Ar&4
-
6' I 4' 6• 6. 6' 6' N/A I NJA
6 N/A *jA N/AW G' WA 6' N/A i 6' - N/A ..•.IN/./A N/A 6' N/A N/A N/A 5N/A S' N/A {S N/A NfA N/A.555. -7:0 6-NIA NjA N/A 6'N/A G.N/A I 6' NJA N/A NfAST-S' TOOR LESS 4-N/A N/A 6'Ir 66' 6' 6' N/A N/A
6' N/A NIA N/A 6',.N/A -n. 6* N/A .Q ....^ -.N/A N/A N/A 7 (TOP)
s 4 NJA N/A 6' 6` 6' 6 6' 6' N/A N/A + k t (BOT10M)
1 4- 1 1 4` : f-
1 1 7 6 1 B t 4' 6 t 6 1 6 Ile
N/A WA 2 /2' 6 % /2 % / / /N/A N/A 5 (TOP/6077011)
50.0. -S),3 N/A N/A /2 1/2" 6 1/4' 12 -/2' 6 1/4• 8 114'- I 4 114- 6 1/4- 6 )/4' NfA N/A 6 (TCIPr'BuTTJM,r 6'-$' TO It---2-
4• 1 1 4' 1 1 4• i 4' 6 T N A 6 4' A 6 6 4' 6 6 -7'. NA NA f N J NA A ' rt` i -
55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
CAI LESS12'--' OR LE.'s5
4' / 1 4' 1/4-
- 6• N A N A N N A N A 6' 6 6 t20TT
I f /A /A N/ / ) 6' /{ OY)
N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
si 1Ea t_a _1r/ n:w�rT��+acs6xa ALOOttDM3: s.D.__- a��
W :AMEN ASD . (SILL} a 11r M F%w HOP as ANL.M) &a , IS" a zV P.. P W nP V AWFIJ APPLr-MLE TO
9F SN TAP - sections ! k M ,A.. PANEL
-A to Wr C.OvSAAT,C LET4GTW 'L• (R.)
sC r ..r .CONCIIETE VQW--.jaOf THEM
r2 -61.6 3' }• 4 T 2' 4 IJ2• 2 (OOTTOM) 7•-6. OR LESS
. 6 -66.0 3• 3' 4- i• 2 (8071EM) 7--6' OP LCES
`- O -72.D 2 I/2' m 2 Lf2 c .-... a•S `/2' 2 tsarrDu) T-C OR LESS
_. -77.D 2 lf?' 2 t/2• _N/A N/A 2 (BOTTOM) 7-61 TO V-8'
:. a -72 o N,A NIA 3' S' 2 f 1 OM) y7 6' TO 6'-S`
pp LOCATION pp 4('
'�- AT ENO PAWL
- I- 7 I -7- p 1 t I ,
lei 11,1
.Sao. -JSo r-e- o .t/.• Latrsuln '
WE MQT 19 FOR MIbORS 1IT'L A 9ACM FOR N'ALtAT01G PNU WOOD nMM1 AIRD04 i
MKMW ANCHOR VIACM6i AND tAA AA1 G]6L OwAker ARE PeWAIM DN TNG SONFD1u A`OR
ED tM T1YIN t&DITM CN SO.116LE KOOCE ANsitCe WIC.O RI tLI TIPLrA,O SPAONG
ORLADI ON SCW4,Af 6T h+E F04OW104 FAET[MS, FOR TI+RS OPTIADO" TO BL "MILE
NEW= SA40W OBIANED USING fACTMA SNALL Not 1E LOSS MIA M,APAA4 SPN!00
N°"HOARD fca FAPP ANCHOR TYPE AT VII LEND
t x' f /
441o1a11 TOE.• Ile."0., .•
/ . . - 1
a•fLS4. O D -4te" PMUM�i I M4Wn,[ CHI,-N
Mx A1axA]P 04c.1; 0-i A s a
44 wt *aaP 0.6 Dy ] _ ] S.,n -_;.Try
AExft EY am EB*W110 FPCM
00
oi
a ��T`•M...I.IQJ✓Sys
PsaP•'',,aCENSF'.A
No. 44167
•` ie
�''�• # :- E FLORIDA BUILDING CODE (Nigh Velocity Hurrican4 Zone
e K
y� fY
!. . 20 GAGE GALVAN(ZCD STEEL STORY FANEL
S i
m 71Jm7o
"'I*wr.,.rrllx` - IL� .«c `L GLOBAL PROTECTIONPRODUCTS, LLC.
.Roo It. S, SINL[r �---_
^•? rl,y,r rrsltwoh rf16149 t'OWANT yMe• °L14 20-176
.. Par arRarA sT.M ,A•KN- (15•ree4-17.5, cA. (65.),Ie7•eTfT
• rw tKN P+ A 00 r.. 9ats n•-w. _
PL 4VLAHAaPWU,Nf6.N G..7Wu. ,. - A,x4 _-'�T-:4 uRPww w
A.L.7ER a hullJr, P 5
e- A4 « PA rR-,
floyT SHETi ,. a Y
MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
PRCSSUR[ - I - - - - - W C0643 f • Loam
ARE,
PATMIG TO AM' fANe1MT,OM LENCTM In.)
r0 rONCRTE CONCRETE to WNCRETE t CONCRETIE To C011CAIETE Cano iL tD OONLWETE' CGfK71t.T7, to L•O"WCAM CONCKE[E To COAICem Co4c," or MY
Ip.PIj i, 6LOOK I owcg 9.00)t ■DCL KOM � BfOCN
6' p/A NfA ) NJA ..... 6' N/A 6' N/A I 6• N/A N/A N/Ar&4
-
6' I 4' 6• 6. 6' 6' N/A I NJA
6 N/A *jA N/AW G' WA 6' N/A i 6' - N/A ..•.IN/./A N/A 6' N/A N/A N/A 5N/A S' N/A {S N/A NfA N/A.555. -7:0 6-NIA NjA N/A 6'N/A G.N/A I 6' NJA N/A NfAST-S' TOOR LESS 4-N/A N/A 6'Ir 66' 6' 6' N/A N/A
6' N/A NIA N/A 6',.N/A -n. 6* N/A .Q ....^ -.N/A N/A N/A 7 (TOP)
s 4 NJA N/A 6' 6` 6' 6 6' 6' N/A N/A + k t (BOT10M)
1 4- 1 1 4` : f-
1 1 7 6 1 B t 4' 6 t 6 1 6 Ile
N/A WA 2 /2' 6 % /2 % / / /N/A N/A 5 (TOP/6077011)
50.0. -S),3 N/A N/A /2 1/2" 6 1/4' 12 -/2' 6 1/4• 8 114'- I 4 114- 6 1/4- 6 )/4' NfA N/A 6 (TCIPr'BuTTJM,r 6'-$' TO It---2-
4• 1 1 4' 1 1 4• i 4' 6 T N A 6 4' A 6 6 4' 6 6 -7'. NA NA f N J NA A ' rt` i -
55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
CAI LESS12'--' OR LE.'s5
4' / 1 4' 1/4-
- 6• N A N A N N A N A 6' 6 6 t20TT
I f /A /A N/ / ) 6' /{ OY)
N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
pp LOCATION pp 4('
'�- AT ENO PAWL
- I- 7 I -7- p 1 t I ,
lei 11,1
.Sao. -JSo r-e- o .t/.• Latrsuln '
WE MQT 19 FOR MIbORS 1IT'L A 9ACM FOR N'ALtAT01G PNU WOOD nMM1 AIRD04 i
MKMW ANCHOR VIACM6i AND tAA AA1 G]6L OwAker ARE PeWAIM DN TNG SONFD1u A`OR
ED tM T1YIN t&DITM CN SO.116LE KOOCE ANsitCe WIC.O RI tLI TIPLrA,O SPAONG
ORLADI ON SCW4,Af 6T h+E F04OW104 FAET[MS, FOR TI+RS OPTIADO" TO BL "MILE
NEW= SA40W OBIANED USING fACTMA SNALL Not 1E LOSS MIA M,APAA4 SPN!00
N°"HOARD fca FAPP ANCHOR TYPE AT VII LEND
t x' f /
441o1a11 TOE.• Ile."0., .•
/ . . - 1
a•fLS4. O D -4te" PMUM�i I M4Wn,[ CHI,-N
Mx A1axA]P 04c.1; 0-i A s a
44 wt *aaP 0.6 Dy ] _ ] S.,n -_;.Try
AExft EY am EB*W110 FPCM
00
oi
a ��T`•M...I.IQJ✓Sys
PsaP•'',,aCENSF'.A
No. 44167
•` ie
�''�• # :- E FLORIDA BUILDING CODE (Nigh Velocity Hurrican4 Zone
e K
y� fY
!. . 20 GAGE GALVAN(ZCD STEEL STORY FANEL
S i
m 71Jm7o
"'I*wr.,.rrllx` - IL� .«c `L GLOBAL PROTECTIONPRODUCTS, LLC.
.Roo It. S, SINL[r �---_
^•? rl,y,r rrsltwoh rf16149 t'OWANT yMe• °L14 20-176
.. Par arRarA sT.M ,A•KN- (15•ree4-17.5, cA. (65.),Ie7•eTfT
• rw tKN P+ A 00 r.. 9ats n•-w. _
PL 4VLAHAaPWU,Nf6.N G..7Wu. ,. - A,x4 _-'�T-:4 uRPww w
A.L.7ER a hullJr, P 5
e- A4 « PA rR-,
floyT SHETi ,. a Y
MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
PRCSSUR[ - I - - - - - W C0643 f • Loam
ARE,
PATMIG TO AM' fANe1MT,OM LENCTM In.)
r0 rONCRTE CONCRETE to WNCRETE t CONCRETIE To C011CAIETE Cano iL tD OONLWETE' CGfK71t.T7, to L•O"WCAM CONCKE[E To COAICem Co4c," or MY
Ip.PIj i, 6LOOK I owcg 9.00)t ■DCL KOM � BfOCN
6' p/A NfA ) NJA ..... 6' N/A 6' N/A I 6• N/A N/A N/Ar&4
-
6' I 4' 6• 6. 6' 6' N/A I NJA
6 N/A *jA N/AW G' WA 6' N/A i 6' - N/A ..•.IN/./A N/A 6' N/A N/A N/A 5N/A S' N/A {S N/A NfA N/A.555. -7:0 6-NIA NjA N/A 6'N/A G.N/A I 6' NJA N/A NfAST-S' TOOR LESS 4-N/A N/A 6'Ir 66' 6' 6' N/A N/A
6' N/A NIA N/A 6',.N/A -n. 6* N/A .Q ....^ -.N/A N/A N/A 7 (TOP)
s 4 NJA N/A 6' 6` 6' 6 6' 6' N/A N/A + k t (BOT10M)
1 4- 1 1 4` : f-
1 1 7 6 1 B t 4' 6 t 6 1 6 Ile
N/A WA 2 /2' 6 % /2 % / / /N/A N/A 5 (TOP/6077011)
50.0. -S),3 N/A N/A /2 1/2" 6 1/4' 12 -/2' 6 1/4• 8 114'- I 4 114- 6 1/4- 6 )/4' NfA N/A 6 (TCIPr'BuTTJM,r 6'-$' TO It---2-
4• 1 1 4' 1 1 4• i 4' 6 T N A 6 4' A 6 6 4' 6 6 -7'. NA NA f N J NA A ' rt` i -
55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
CAI LESS12'--' OR LE.'s5
4' / 1 4' 1/4-
- 6• N A N A N N A N A 6' 6 6 t20TT
I f /A /A N/ / ) 6' /{ OY)
N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
.Sao. -JSo r-e- o .t/.• Latrsuln '
WE MQT 19 FOR MIbORS 1IT'L A 9ACM FOR N'ALtAT01G PNU WOOD nMM1 AIRD04 i
MKMW ANCHOR VIACM6i AND tAA AA1 G]6L OwAker ARE PeWAIM DN TNG SONFD1u A`OR
ED tM T1YIN t&DITM CN SO.116LE KOOCE ANsitCe WIC.O RI tLI TIPLrA,O SPAONG
ORLADI ON SCW4,Af 6T h+E F04OW104 FAET[MS, FOR TI+RS OPTIADO" TO BL "MILE
NEW= SA40W OBIANED USING fACTMA SNALL Not 1E LOSS MIA M,APAA4 SPN!00
N°"HOARD fca FAPP ANCHOR TYPE AT VII LEND
t x' f /
441o1a11 TOE.• Ile."0., .•
/ . . - 1
a•fLS4. O D -4te" PMUM�i I M4Wn,[ CHI,-N
Mx A1axA]P 04c.1; 0-i A s a
44 wt *aaP 0.6 Dy ] _ ] S.,n -_;.Try
AExft EY am EB*W110 FPCM
00
oi
a ��T`•M...I.IQJ✓Sys
PsaP•'',,aCENSF'.A
No. 44167
•` ie
�''�• # :- E FLORIDA BUILDING CODE (Nigh Velocity Hurrican4 Zone
e K
y� fY
!. . 20 GAGE GALVAN(ZCD STEEL STORY FANEL
S i
m 71Jm7o
"'I*wr.,.rrllx` - IL� .«c `L GLOBAL PROTECTIONPRODUCTS, LLC.
.Roo It. S, SINL[r �---_
^•? rl,y,r rrsltwoh rf16149 t'OWANT yMe• °L14 20-176
.. Par arRarA sT.M ,A•KN- (15•ree4-17.5, cA. (65.),Ie7•eTfT
• rw tKN P+ A 00 r.. 9ats n•-w. _
PL 4VLAHAaPWU,Nf6.N G..7Wu. ,. - A,x4 _-'�T-:4 uRPww w
A.L.7ER a hullJr, P 5
e- A4 « PA rR-,
floyT SHETi ,. a Y
MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
PRCSSUR[ - I - - - - - W C0643 f • Loam
ARE,
PATMIG TO AM' fANe1MT,OM LENCTM In.)
r0 rONCRTE CONCRETE to WNCRETE t CONCRETIE To C011CAIETE Cano iL tD OONLWETE' CGfK71t.T7, to L•O"WCAM CONCKE[E To COAICem Co4c," or MY
Ip.PIj i, 6LOOK I owcg 9.00)t ■DCL KOM � BfOCN
6' p/A NfA ) NJA ..... 6' N/A 6' N/A I 6• N/A N/A N/Ar&4
-
6' I 4' 6• 6. 6' 6' N/A I NJA
6 N/A *jA N/AW G' WA 6' N/A i 6' - N/A ..•.IN/./A N/A 6' N/A N/A N/A 5N/A S' N/A {S N/A NfA N/A.555. -7:0 6-NIA NjA N/A 6'N/A G.N/A I 6' NJA N/A NfAST-S' TOOR LESS 4-N/A N/A 6'Ir 66' 6' 6' N/A N/A
6' N/A NIA N/A 6',.N/A -n. 6* N/A .Q ....^ -.N/A N/A N/A 7 (TOP)
s 4 NJA N/A 6' 6` 6' 6 6' 6' N/A N/A + k t (BOT10M)
1 4- 1 1 4` : f-
1 1 7 6 1 B t 4' 6 t 6 1 6 Ile
N/A WA 2 /2' 6 % /2 % / / /N/A N/A 5 (TOP/6077011)
50.0. -S),3 N/A N/A /2 1/2" 6 1/4' 12 -/2' 6 1/4• 8 114'- I 4 114- 6 1/4- 6 )/4' NfA N/A 6 (TCIPr'BuTTJM,r 6'-$' TO It---2-
4• 1 1 4' 1 1 4• i 4' 6 T N A 6 4' A 6 6 4' 6 6 -7'. NA NA f N J NA A ' rt` i -
55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
CAI LESS12'--' OR LE.'s5
4' / 1 4' 1/4-
- 6• N A N A N N A N A 6' 6 6 t20TT
I f /A /A N/ / ) 6' /{ OY)
N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
MAXIMUM A,.SLD• DESIGN PRESSURE RATING i-D.s.I j AND C. RRRESPO,NDING MAXIMUM ANCHOR
SPACING SCHEDULE FOR REGULAR 57QRM PANELS ,1 '' AE 1A, INSTALLATIONS
INTO EXISTINQ N C-ONCR.EIE Ds CCCRET BLOCK STj�UCTUBES
(VALID ONLY FOR PAf4ELs 0a, Q wsTALLAT*N5 AS PER sEuow, T TOW 10, ON SK-ETS 4, 5 k 6)
-.. ,.,...TA _. ro W TO Tp , LO .. 1 -P .
t+AM1,fA1 MAKINIM ANUIORS SPACNa MR LD.. S 1/2• •• _. -
A.3.Q DESKN IAPCON P TAP-Wi CWL-N PMLLAiA:[ R11P11 O { ►AI4t3lM,YE PLUS •_._-•-. 9RO SET AiMYxA a2 O
PRCSSUR[ - I - - - - - W C0643 f • Loam
ARE,
PATMIG TO AM' fANe1MT,OM LENCTM In.)
r0 rONCRTE CONCRETE to WNCRETE t CONCRETIE To C011CAIETE Cano iL tD OONLWETE' CGfK71t.T7, to L•O"WCAM CONCKE[E To COAICem Co4c," or MY
Ip.PIj i, 6LOOK I owcg 9.00)t ■DCL KOM � BfOCN
6' p/A NfA ) NJA ..... 6' N/A 6' N/A I 6• N/A N/A N/Ar&4
-
6' I 4' 6• 6. 6' 6' N/A I NJA
6 N/A *jA N/AW G' WA 6' N/A i 6' - N/A ..•.IN/./A N/A 6' N/A N/A N/A 5N/A S' N/A {S N/A NfA N/A.555. -7:0 6-NIA NjA N/A 6'N/A G.N/A I 6' NJA N/A NfAST-S' TOOR LESS 4-N/A N/A 6'Ir 66' 6' 6' N/A N/A
6' N/A NIA N/A 6',.N/A -n. 6* N/A .Q ....^ -.N/A N/A N/A 7 (TOP)
s 4 NJA N/A 6' 6` 6' 6 6' 6' N/A N/A + k t (BOT10M)
1 4- 1 1 4` : f-
1 1 7 6 1 B t 4' 6 t 6 1 6 Ile
N/A WA 2 /2' 6 % /2 % / / /N/A N/A 5 (TOP/6077011)
50.0. -S),3 N/A N/A /2 1/2" 6 1/4' 12 -/2' 6 1/4• 8 114'- I 4 114- 6 1/4- 6 )/4' NfA N/A 6 (TCIPr'BuTTJM,r 6'-$' TO It---2-
4• 1 1 4' 1 1 4• i 4' 6 T N A 6 4' A 6 6 4' 6 6 -7'. NA NA f N J NA A ' rt` i -
55.0. . G / / / i f / / / / f N/ 6 (TOP, BU OAtA '-6 O t I'-2'
' N/A I N/A N/A NfA N/A N/A N/A N/A 6 ,/4' 6 1f4- 6 1/4• 6 1/4' A. D, 11 (TOP) -.
3A. -44.0 6' 4' N/A WA N/A WA N/A N/A 6- 6" 6 1/4" 6 1/4" 8 (BOTTOM)
CAI LESS12'--' OR LE.'s5
4' / 1 4' 1/4-
- 6• N A N A N N A N A 6' 6 6 t20TT
I f /A /A N/ / ) 6' /{ OY)
N/A WA N,'A N/A NfA N/A N/A N/A L. t/4• 6 1/4' 6 1/4• 6 1/4• IO {BOITDY)
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
SEE 1AU"M tot 11 AND 17 TO ANC rME A SikW= MR &W-ALAWNS WO loco F%MlE SLLLOIA7
',PAL..MLILN ..." NK. CMOS AW F= 06TANCT AM N7tCATTt ON '•IA( SC,ATL LE F04 EO 154
TNAM •+TAr.A1L0 04 W411U(f WaLAx ANGRr40 SPAC.MG o, MAIP11.0 SPu:ING S.OAPI aN 5GL`.AxE «
Fa{g t(K.LOR.0 FACTOv3 FOR r & OPEPATON M It POS74" ,&D°XM SPAC44 '�TAIKD LISMC'AA:TYJR
SIY.L MCI' K LESS I ALN LAIAARA( SA4CIND INDICATED 'M rXtI AW _< M TYPE Al A02"M :10"
A11010111 TrPE - ,/a"P 1h'4 t,.'4 1/+'. -''J, • '/`•P-
MiCO, O I�-SiM '6 Mauna CKK-N 1110-/LT
Lr. +Yc/IDR MtLOKO G.3 I i ] 2 2 ,/7 7
----
••wp'PN1MAn i J ] ] L 7 tJ4
NN.MuI INMIr k.W (oJ a 7 1 In 6 ,n
Ar41L Fa OOK 17IA.Itb F A•D T 0 ■
-- - - —
_ - - aP au
'go Id 63
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
Yl.�tjfl A: TIL' a
NO 4167
FLORIDA BUILDING CODE (Nigh Velocity NMTT'fecee Zone
" 20 FEE GALVANIZED STTYL STORM PANEL rP
ITMMN «:
v C O EEEe \ GLO"L PROTECTOO1! PRODUCTS, LLC,
rj� Ada "�-ftis�rwc-A eNr rrilu:io sr,.,�w. EA.`- n. 11a,R 20-176
(.)M-YS.6. FAIL
C1ayY1-E71/
oP GI_D�;1,T R• w• ®N. dMAN,L Ate
WITP A In:n I 7E
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
INSTALLATION DETAILS FOR REGULAR PANELSa A &A
INTO EXISTING WOOD STRUCTURES
__-_- ... ...Y _- N
I4-IO PANEL4K7E Ptlrs */,1.-tO PAFELMAlt PLUS - t1 10 PAAiU4ATE PL65
B T/•' OC Wf 1 )J6' • L /•' Oc. ■J 1 7/8' 1 - • 6 t/4' O.0 W/ 17)a'
1M(EAD£D PtT,C1•ANON lO THROA 0 PtNEMMM TO WOOD HEADER —_ TRIK/0[0 FERE M7+ON to
M4G r— "1.ODD HIE.M Y'_. x` - EYnMC 11000 NfAOER REMVIED f rAtErK WORD MEADIM
' 1
c LFJ_�L-,_
Kn3/II'lit Ut'AWe.ION 9W0
R 1/.' 0C . Ia IJA' 0D4 I/.• oc.
K)W "EADER RODO PEKAR¢(HARED"Znx..
{{{{
m S 0)`E 0M tl �i: SS�WETAM CA [
ADP fOrAIL3 I TO DIALS. ; 'D 0ah•S
- -' i Per. PANEI L£N6-n - •' M PANEL LEM6(N
, s (SET NOTE 1) I ±J.•.-20PI ai NET RN}lE 1) ! 1p'.-7P.,' ss Ma. PANEL IENCEI,
Y9/61Mrrw C Ie/ A. (SEE WET f ) ...... MI.
I a f1RPr W[4LA. _ [p[ 1 t i KKRt aFO1tN jl 'I E Dwr "W" ° i
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
sax
Sa= Sm7 CX 'L'
aF L• or t• MAX
LAIR M"M
1'.l M1 P/
i�4�"wM'J"t1L4R4R ' �— tr r�6•K , y]r'
CWP' S(IA a 'F0- .I a r7 t/r os £O. NE •
4aR ras e
Cc
t .. 1_ ` . 1 _-4- f i 4't HAG K--i1S
• 6' 0U rf/ tJ2•
2"i1'" *000 PLATE 2'W WOOD PLATIE '' 2't4' MOW_ AIM TMq
0 PAhFLAWTE Pi4A9 - -. PI,/'Tff,
PIET`ARKEiI - REQUIRED REOWAEO t *NDWE AAIu- At
6 iJ.' OC Mf 7/b' I 3A�ER,Otr. mi �/.TE
f. Tt4TiADED PENETR\l1aM 6 I MID
4-f UND SOW"
4 WIDTH OF PLATE
6.SEAi?DIRECT ON I
- •d '..... �,.'- ATTNNEMIOIRVT�O P 0( PLATE
SCALE 3/B. 1' y;i„1 3/a. 1'
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
LF.
$ FOR ALTEPkATVES 6W. SW k IOW ONLY 'yALrO FORTTI ASO DESIGN LOADS uP TO .43.6. -460 D+3. AND
I:flILM TO 12`-4
Op0 FRAME CONSiRLK11,ON W000 MEMBERS To BE SOU 14SN
W! SPECIFIC DENS(T1 Or 5 55 OR EOUAL
COhalf NOR COMBMUTKN OF SECTNSMS
P k BOTTOM L(O:Ih SINGS CAN BL
OMBINED IN ANY WA• TCl SUIT ANY
p°GENS.......
��y
04167
L1M� �r9owiry4.l0A7E
FLORIDA BUILDING CODE (N. h Velocity Nxcone Zone
IT='a'W0" PK` 20 GAGE GALVANIZED STEEL SIORN' PANEL
aRaW «
L XML PROTECTION PRODUCTS, U.C.
IL EC0,111C aE
Pw ,.. ,M A\ +..r AaPee, N. MetP Qi1 7 , rm 20- F 76
tA-Docane An. weP+P. ALP w: .. nN" 2\I«w Aa
e4 4
PNm A Tuft A'. kr 3•RT ,T or N
N Mt 7
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
IN T L TION DETAILS F9_B OPTION # I FOR LIFE SAFETY STORM PANEL._ SYSTEM
If" 4-xAE1.5 a e' OC rJ
1 INTO EXISTING WOOD STRUCTURES
,//i AOOD L PDaIRA+OA
TD D'S1 PC rK10.R •,LADP
II
TOED
' LIDt .! to
ECl
HGI+IED .:.__...
I4
IIEfa,
' '17 ALTERNATIYE 1 AL ERNATIVE 2
- A•M,• MAENNE --
I v
— PAR
("� t 1
EDA Ww L
TDSEPRATION
IKA6S
ED I
EOI EO -
to' I I
8 - I del I AroAMfe
C n
' 8 I 1 ew+MLOM .
l �
i
f l
! 1 8 LLPMP ALTERNATIVE 3 ALTERNATIVE 4
i r
IU. ,a PD a e' 0.e ./ , •/7'
YIP t 4111E PE7EIIwn OR
1 T/,O.d/e' La4O eM9s u40Tefc ./
5.5. a 4R 6c aR
1/••P-20 PNaiIIAII11 LE TIME WOOD FRAME CONDITIONS & ANCHOATIONS
/FLMIR LOC
PAAT ►ur a A' 0Z DC M/ , C a ,/7• MN. It" Ix. r
TrAWOD PEI[rR1.TNW 10 [TA.sfeu 000l,
PIAIr NDrz wTrcY lRAcn W. W.N tOA aAAI1Y
aN4n
A_AI.,L_KQUI.N4M_Qt INSTALLATION „' p TIN
ALTERNATIVE..-t 04 IS
y+ LENse�`•.✓?' _.
]A'
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
(a)
Cll
to (a; }A
> U
s� O 0
N 0 V (/)
O C) (a)O S� O
/� O L.L -Pitt
L V O ����'LLL•-••���i in CIO
r^ M O >
• W ���l^\\' • r�`•t�v+ 1�
C_ � p ��/��� 0—
F- -0 vJ Q
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
7um
I�
r
J U L 14 2023
n
Virtual Re New Assist, Inc.
Plans review c pleted and approved
far Compliance wit the 2020 FBC 7th Edit an
--- TIE Debra A e Klahr PX2300
? tin 7 a FLORIDA BUILDING CODE (High Velocity H,i(; o 0 Zone
'N e202;f NIraL. K. IP
x 20 GAGE GALVANIZED STEEL STORM PANEL
*'. 42; mANW «.
A4PTE4
♦SS S, ..17C PN ADO IAAINV t£IRL'1N LM to a'-Ir 9 ST Eof ` -• _..• ...,_-__.._._..._...... _.....__-----.-....__.._.._..._.�-..__._._.-._.
PS A AlxJ 5 AAs oNt, rN rD E bADaADS R74 Asa DfSa ,cvas L« ro fa/mu
vL g1pR`' - IL—TE_C 0 i GLOBAL PROTECTION PRODUCTS. LLC.
7 [OA NET, POW r$W' CO.M,R UON, WON ME1MM 10 DE S:z.TrrEPA ` LNG 5.. III STOW
PINE AN 2..1 SIi(9fe 0[95T ar ODE OR EOLPL tiAa'Sas/ Al E• 7 '�'�'(� TeAEr rig R6 a rx"Cor-o COEIPNN &BALL M A7,A
EhAN,f NWM�af P- PA Mk Per Pl..t A mr "W. tPSa,NIf-Iy45 FAY :ea.)aeY-m7 20- t 76
_ w.» tat r»...1N E.. r.0 er-Tar aM.wc +w
AE RA.MXNAT.ML1PAR U-4DL'r A. n.ltl BIM-w.F:.. NN�.NA is
WNTr4 A t7U.0 r•.. PE' MKET ,4 eF 26
.A, r"
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
(D c-
C/)
CIO
>
O
U)
(D Z3
�6
U
0
L
Itttttttttttttttt� I✓ )
Lu
G
Q
z
z
Q
J
a_
SHEET NO.
SH 1,1
--. ANCHORS (SEE SECTIONS CRt SHEETS r7. Ia. 19 A 20) -- -
S AIMUC 1Aj17. 411/17. 6041 AA7, 4/17. "/N. 3' MAX
1` W14 eAW/1e. TRIM/,s A EMMIA" 600/1C 3/wh0 a aw/7D ! Ym� ft
-- _ _ __:._ __ _. __
r ,_ _ __. I I ) it
l i i !
B(dAt1 a T3VNL W,. LPt r.#Y R IRE KX+JW 5r{Mr rAFr$ I _�
,� . -- - _ _- -- _.. -- - .. - - >�
.A1. a'.-2¢.I' SA MS -p,_ YAM.
�fi
I w6 wF r n6t , t -.Q,., _ -.. - - .- _ PANEL EE'HOTT:
(SEE SCHEDULE)
I --I O.AA 6
.
1 _a- - -
I
L
X_ 11
O.V_I&.T� . t__,.__�.. PAn eDTTa aDWou _. _ _ _� 1
""-` WWANFa11".,TAW W.g `a'O11.1-
}' MAX 3A/17, 4A/i7, SA/+e. WTI. 40/17, W k 3' YNL
1' wN. Row/,9, 7Aw/ro a "R/aD I,pAK15AAa w/19, 7619/II, t aiew/W 1' Nm_
-- ANCHORS (SEE SECTIONS 04 SHEETS 17, 16 19 & 20y -
Q-PTIQN 2_ FQR_„SEE._ SAFES STQR.Ivtm P N.EL r ELEVATION
F
lt)cwl@ 2 7W `(,I(R�jyl
OR, R10FN i TINT.L wMET3 .
, u!L SIFET'r
- ._ 1-
_ /
wR w'-j � �, - `` �\•�✓_c ,..-. n..,... _.__.. _. yH„ .ass . a �- 11-6---`_
SECTION A -A
SCE 3/1e-- -
o..
A-.. A. .: ...A a.. .... :..L _-L. a 0 9
MAXIMUM A.S,D.
Me.. PANEL LENGTH
AA(N14" SEPARATION
PANEL
PRESSURE
H
I T4 GLASS
I
CONDITION
RATING (p.9.T,)
(SEE S£CTIONS)
I
+55.01 -72.0
E'-8` 1 2 3/4'
UNBOLTED
14 �, �_' 7: CEM�'✓,9N
NO, 44167 ';
* * : *
Pf UAL/la rVAILIWR
FLOPIDA BUILDING CODE JKC VAI Hurrfoone Zone
`i4Q YLRFM FAe 26 GAGE GALVANIZED STEEL STORM PANEL IR
RIUSN '.
-� NfAlf1WNF
L ECOINC.� GLOBAL PROTECTION PRODUCTS. I.I.C.
.a eaw.N: �-f^ am'. 20-176
1 W. Y, +.Rr T111riF.1,n yrN ..A77.A I.s.p..-Tstl. Al- i.a.Ne4i/F`
.,. -I= ` � ARIL _ 1. _
G•-NNOA7,, ..W [WR
ONG N,
.AEI A TUN. A.. 61 P.( - pP n Y _ ssET,1W A
INSTALLATION
DETAILS
FOR OPTION #2 FOR LIF,L,.,5AUIY_._$TQRM PAS SYSTEM
IM.- N-G-.W.QQR... SLR"-TVRU
. NOW XEADIA
REOURKED
{'.
I.
wg:E HEAEAA' f � -
-WJ', lg': -
sow ME -Do WOOD NfAOER
Woulam R(WA'OD
I,/4`. TAPG04 0 M rAC.
W17 1I"2^` W.REAOEO
- ,1
_ 1/s'. TAKEN « e- O.0 "-�
.. 4T//1 ,/7' WM. 4N N14D ) I ('
I/'4'. TAPCON 0 9• DX - I/a'• TAr•CON « 0, 0. .
W/1 1/2" WN. ThREIM -� 1 2' MN. THRFADEG
FEHEtiTMTON } WOO°
'.PATER
„•�1�11
I '
,f
+PD/CiRATOM AT KN7Ft dd
...
.0LAW ',I
PENENaAT1IX4 A WG�1 I ITgN AT WD.TO111
/7 t
1 1/
I. AMc
_ 1, _
-
1;%2
i PIA"
A.P4 I'
NL..PEAR
r.
/
"Ta '
2 I 7'
I
-._ - Y 1f•' a ,,.
-N--:.:= 1 . YY. I I iNs
}; IA4r
III.
Li,j
� w, i
'
711
Y
-_..
��
-F,
y1�4._
6=fin L��
_-
I
rnxNI CONII
I
'i�
� � '.,LOLL i
`� 17.
GXNSi1NG Y`".0
E
ESnT9EG_I
�
: `L' 11...
RN.i
CASES '- ( 41'.RbV11
I a M F4�
r Wr CRASS N-
- PAIR :17471. I rest HN
I RAN St1AMWNN I (SEE NOTE 1 NELOw) •
I .__ Y..
I TAKE II:NGTII Yin, K-AWYN3+
! WV4l tfNGTH G" ,HST', TV f
I (5!L NOTE 1 ffLiNY} 1• LENGTH
��
.-.-! >a legs
EN6"s-A'¢: I
I'SEE ,BYTE 16FW.7 ro RAPS
`
(SEE NDrE , K, 0,11
- .4117 1A
i/i .-.-- , .
GtA�_
-- '
¢III 9 f43
_
- - ,
I ,/:_20.1 - _ - -
K
'LS M._ W., -
!!
': N u
a -� _
SS Y.S W _
/ I
,HMG +A;'. -
-
t`
, ''
{
eRNG M.IT + _ - e.
e 1�4`0 TAPCOR O , 1�f,Ir I
1E 9 OL W/1 t/r r,
TFN T.WEADED
S Awl AT _�
MRAWKYTH OF 1
i I I
;1t !1 C�f-
-
rt
to
{N1.
a P
CI t _-...� _ _ d..,, ,...... _I
ETp �,"._ -.,� --
EQ „�,:..., -L..,,..
-' rat-:
__, 1-..- 1
ED ! ..-,_.L.-..- - C*.r
y}.�
ED-
I;.--- -
1 I
EpR Eb - -
1 ,
u -,
1/••e-20.3/45.5 rS WA _ - - ,,.11-i0.3 4'SS. MS «f =
.! 7: 9'.. 3IJ1' Yflw NUT
'' �'
)re'.. 3!3@" W940 1 "'L"^'^----'--®•
.I
/e 31 7 WING NAa-
TAS"I", d2 WEAK Rua
._.._..,..-_..,,,.� WASWEA (W[YDNO)
0 12�e C'CO O
WASHER 0 12 112' O C
* 4-. I.PG�: 0 6' 0C
i
Min Wny�R tarmwhi
!, TAPCON 0 11' oc ' H. -
�'{Wl'SYNEW�
C
W!, 1J MN I
•
1 - (3TAIGGEROD W/ STUD)
-
,. _...
T
T3rA,xrAaa W/ SYUO) €
a[FETI 1L o AT G 1
i «j. T//2 Res r'H.�RuFu/M!�ED
" � � PE#CTAA1IN
I -
«DOLT 1/2' MN. T THREADED ,.,i
irMIY AT
OF PLATE f I
- .' ..
'. I -. .. _ .
_1 _. _�. . - AY 1IRDAAIW.
ii RLA/E
- -
MEAWO7A4
DF PLATE . --
-�_v«GOO PLATE C4* WOOD PLATE
TSTM1aI+
2'..' WOOD PLATE
WEOUMED
_1 _ _ - -L _
'_- : AA0GO PAir
tDLIUN,T �OUNTING IN,EiA l ATitt/l �L KIti� 11�i�ATION I
O- REGULJIR PfWE1
WALL MOUHj1NiE INSTALLATION
A TERNATIYE "
WALL MOUNTING INSTALWION
AL�_AT1YE 6BW
ALURNATM 7AW
5CALi 3/A'.1`
ALTERHATIYE 78W
Q LIFE SAFETY PANEL
li,._RE.WLAILRANEL
O LIFE SAFETY PANE
sc..a s/9'.,_
':CLAN l: S'...-
S.�.0 3/9`-.
rN
L�NEN` r -.....::�
'•
A%o.
,r A,LATND%s An ONLY v&o fo+- wiLOWGS WPw AS.O. DLSNON LUAOS
•' -SSS. -72D PST AE1 PANEL'S LOCIIIII UP 10 e'-r'
fI
4 1;
FLORIDA BUILDING CUD. (High Vllxll ►pNrricorsA Zone)
-
¢RIND la"i a r't
V T
i i
* -
20 GAGE GAL ANIZEO S EEL. STgHi PALL-. DA.a. e.
. WOOL, FRAME CONSIR ICON, «DOD NLVWM TC BE �THQN
I 'E': ,r. W/ InIEelPlc a1Nsm DT 0.55 an tour
I _
= 'ft :
T - =x
a .yEY� '
-�.
- ��
/� /a/xm.
GLOBAL PROTECTION PRODUCTS, �
1''�
` `C.
ll E i 4 i a9s zPARK.W 91 L•Rm
FS
�'
.'T.WHNin mar. 'ti 00 a.9.. . (11¢.)M-,sea. AW, TRIP` -e ., 20-176
- WYtWA. ORre,L Na
,^
,A M+� 'ram
i pa-- aft/vAlowu i/we
tA-dkMMT,R
'41N•1LR A 1La ), wL u rr-w
91A1T i. 0, 21
COMPONENTS FQR SERIES 2g00 t Q00 E Z HANG
STQRM� �4 4 IF S
(SCALE 1/2-l')
'- 17ie1D -
.�
-
I
15.19.` (rDiK rRDTN) - -
12.5OD' (EFFECTIVE vnOfH)
_ 2.230•--•1
1 - - . /-r- I
gp
1'-�
---2-SB 9-.
11 2150' f j, '
j -- -6 1/4-
°Ay
_
- Y
-
I
E I
2244'
T YPI
7/1
51_
a11•
6-,5AL
<N
", Dom' YIN MCA N, HEMMED
n EDGT
Ywze sttTd
3.906`
5__jj� �
2-500'
I
I H40144ED TYF.
' IFDIX ESN
,/. AS,M A-6S3
;/ nuPLOT'. SD rwNAMAr LYTAN, A�
ULV.
1'2
�
_ -
�'1
I Z2
M`2-�'f"
1-
� , 1
A
G-1O
}
t2,,.
-4
19
I�-,
. ------ l.��-11
--135G'--
I
-,.350'-`
I�iR.
I ,.
�
I, , e.!
y"Y�r,,...�+ri.,F7D"'--.-'�'-.30' ..
`_'J SWEN PANE
I - 24W -
k
E6NeRSED Who TRACIE
0 REVERSED `LAW TRACK
(PANEL-S END UP_ -r
`
LOON
750'
W/ .0momerO EiMX - N
---
:. ;
INHA&NAa7 ' i
-
,_1 _ -..,CLAP'
-1t3•I
�
// 0-250'
/ Hf
�_ .� 125'
-
h
_11'_
i!
II A
2�E&34' X
.i
2.000`
N
ROUNDED CORNER ,f ENDS OF PANEL'S i f
T25'
E`ND LIP W/ HEMMED EDGE 1 .750'
I
I ! {
-1 '25-
(41
1
..-. 000' J
(TyP•)
-- 5` MR._ -
"
� �Nx5W ax.) AWIL AMU
1 T �
i---
I'125'
6051-76 Num. ALLOY
i
f.""'"" .HAM
�1
asD I D55 (TyP-i 3A?E�CEM f
� v
A
i _.
/ N0.4416T i
E i # .: -
FLORIDA
BUILDING CODE (NI h Vetocity NurFrce" Zan.)
I
i, �
3` LIEN.
"�'.- ATE OF Q'
AaN(. hNTlp, WC
I
20 GAGE G Al172 "G M PAN11
V
AL E STEEL StOR EL a..F• ee
a7 Ie3 are ALUM. ANGLE
is W�
�...`
x ORID�" __+-'
8 OP BAR e�'• m
Si sF NAL
��,-
�-.
r -OLDBAL PROTECTION PRODUCTS. LLC. °''®
i C O ee�l °"4L
.)
f .', .•,r
I I" LONG •Y'"" HN.N .
..I
,ICITIA 16 AT €NUIN-F WNR iOMi RN
a¢¢ F« 51 SWIFT
CNRL F 311.. 20-176
3-15 Num. ALLOY 1
AIR JEAN W, r.. ar ,.ter RImA W Lei
.'.: 1__ ... I-,*--
plot (SN)o ?SH. FAR (1b:M4F_ 020
Y,.RI� I .w OA+w.'K NN
wE. sT/11.f:ACAmtrI3AE/1M.IE
C. £l041l71J
WiH,,gll A ,NU, f PE,
% Wh'. lit a 7
in•..1
- r.ILFT '*,..Y 2. as
INSTA LA(, TiON DETAILS FOR QPj1QN 42 FOR LIFE SAFETY STORM PANEL SYSTEM
INTO EX STI ING RETE -BLOCK STRUCTURES
I:4• TAPCON ANCHORS 1/.' TAK04 M;C.N S' ,�.' TROCrN "Cr-ws f '4' TAPCON ANC.DlaS
0 9' O.C. O 9' OE; 0 9' cc 0 r 0 C
3AEp CDW O.1F K"ZD colcit E. - rOJRE° »ONCRCTE
M1 CONOR� - OR COA'RF'1E DR c(IN[c EtE CPA` 1Okc"7
G`0=1 REQUIRED ,- ERGC, REDIA,ED 3_,,, BLOC. -E WRED 1 Moe* IEGLI1Rt0 i
r1--� r 1 f4. I `•__,s 11,r.• t _�� I lfa• i {_..
WP. TAB'.
X I &. D
0 '. I.D. CO.0 O. I E.D * 11
{ f • I
I ' 1 CO+T } � III
AT fWW.xi al, -a s � , y � � � i `,..t o A.NI �.+RmTI N
I AHVF ,.I _ r . ON
I g I 1 pr. Wa. <p , ,_. J .w IN
F1a9fAL�' 11 I vea F:%STM4-1 I J, [7_-P l FX71PMw, msT..N0
CUSS I I CAN% _ - � G)ASS ; GLASS - I
4 ! i at I ya
a i . 1
I 1 2v i I Ili ;
9 � 1
I GS s,� 111 ve,m,' YS I}'
I i SIN Ir.a ,�aI! 8 -- . .y i •Jr-�,. We W/ AN.
Ag n,nRA' i 1 � � r 7
• I ;
io ¢ - ; i I
a € I I i I ft J t
7 , y� . - L 1, � , 6A� � I
s I I'
i j
1/4'
"` -
_E.... 1 1 _ 1f2' E' �" 1/4Y-IQP31A'S S VS_ w/ ° E �' i f • =(,,t- I.^E.3 ,v.5, R,, ,
I i; iF'•y3(32' WRING MAT WASHEP . 1/8.0 )/32` WPW faff WASHER
--,ya-0 . 3/32- WIRG NUT
1�R
�� �.
- Dui' -. s/37° .rC_
.A51.Ee ♦ ,2 ,/2' DLL
4 11
'. e1R N1At WASHER (. -,LINO(
I .• TAPCON ANCHORS
A 4' 1AKON ANCHORS
0 4 1/2' C`:
04 1/2' Oc.
(STAGGERED W/ owl'
(STAGGERED w/ SnM
- POUIIED CONCAC'E
='OURED Co"CE1£7E
0e CONCRETE RLDCA
CR-DNCAM, v1=OC I
REOLI:RIED
Sf CL RT-,
WALL MOLHETING IN51AI jA310N
WALL MOUNTING INSTALWIgh
SECTION 3A
SEG11l.AH_EMEL
#_lam 5AFM EANEIL
SCALE 3/8'-""
SCALL 216'-.'
I/e.
IE
SOSHEETA Re AN:,A'aA r,PE .
AIR'lM TIS
O' A
a 0l 6 A 14VCNs LIFE eq 0
1.Cr
10iL ARAX _ ON)
i
rIMARE
R4WYIM ANCHOR SAAC94S .10 YNMLM
V)Gt DISTANCE RAN INONMED ON TNy
--
'Rea A..P i�iRA .3L1
3
LZ;s".0 Mo F.D LESS rlo* UICATED ON
IA-, .oR" Rr P.1
4-._ _
X.e3r2LE ,PW= .«ChC, 9RACANC M
NUEFAL-2 9P14AC voe, ON SCH11"I
ACKAL EA X= IIrII I
Ncm
AN Tit Iik.0004'AC'OVA to* ENS
' ,".
IS
MAW- '0 m--0siPelx Rrojam
SI.A:aN-L L141A.AR 1".O rh" .Att NDT
A 1n'
-
EF LC_ TUN NAAMw VP 11a -' `GL
-
rffi
10. TA A,Y,.H.1• _r PE CA r•y3 SC4004A.r
3 -
3 n
-
O 17 1/2' OL i[WION4'i
T/.' TAPCON ANOH(IR5 I�4 T CoNi
O 4112•OC
0 4 1/2- OL
PAAARLD COrC RIFT€ -,. UFILO C011CATM
CA COw-ACTE BUX-:. 0. CtR_`CNEtr BLOC.
REOAFPE AEQVWJ
WALL YOETI CINSj&"11ON WALL Nj��ALLATIONUi�N
O REGULAR PANEL O WEE SAf£TV PANEL
SCARE 1/8'.1' 'sCkf 3/9`.1"
,, `Y' , {r�)1L�tr
ws-���GE1'IV ri
p _. e,.1
a16T .4
No. . s
,Y: * T*?
_. ST TE D��-�-Nr----
r -
,r s'J PiAfi'`•`
A'YN11,•A ,ItH4N
TFAL/91aM,T1IRL/0.TY
FLOAPDA BUILDING CODE (High Velocity Nurrfeane Zone'
17m. m.m:P .Ac
20 GAGE; GALVANIZED STEEL STORM PANEL
"P
_
E0%WN' W.
IL&
GL(76AL PROT N
ECTSO PRODUCTS, LLG
ae00ILEA s,
-
4TW.a a G¢I,
.-w •..gwW.rac
nil
120-i76
v"
A Ar Ii.i Ef -1M1
NaRe (4s.)WpR-A.e. rAx (K.)Rec-ery,
m-l"* "', (
_..
G aaT _
- ,.seer 1fI, 1... ! W..` .-
aR.Af.G M
- 49 'IL' .m X F
At . _
-�'-_
INSTALLATION _DETAILS FOR OPTION #2 FQR LIFE SAFETY STORM PANEL SYSTEM
INTQ EXISTING WOOD STRUCTURES
-
i_____ "I --- --- _- _ -.
I
1 - 1 /4`R TAPCON 0 e' 0 C �_ --7 - - /Y'R TAPCON o 6" o c
I.e W t jj Ms.- r1FVDEO W/I 1/7' MAN. THALAMD
Y[NETI(lTR1N AT 'MOOD Imp. AT PODD
LAM
47 1 i' I
, J, t
L./2' L'/•' 1/ 11/4^
t W+SR.. I ) Avy..
TraCO ,+EAIDEr I 7' I , I`'- _ L. _ 1 2 ....,..,,.
y - Y'u, WOOD NIGV7ER - _
RFDURiFTr 1 REOIARED , y
-i_
1-
f
[ - 11
I ,_ I `g t (NI
1N'�, NLPNW4T i i
D otAn I
r CSIT sa OXILE
[ _ I a. WL, ,4)
GLA S
E 'L` Mn. _
i.' wax
y PANEL LEWC7N PAKL LL *,H
I (SEF NOTE , DEL01 1/i!-TOLL" _ ? (SEE %CTE ' MOW)
SS M S «/ _ y
! . P32' ELP
- NU
i e'
I
I : . i I i,
i,
1
� - q, � � *- = -y-
1-- i 1
`- f "
A 1. __._ ,, -.- A _7--'-'•--I 6
ED
1 _ - 1 i *'
O ` FA }
T
, I
_ 1 r
2%,,* WDTft F'L• r 7/a'. . 3/M- WING IA,I WOW 1 I 7/9'A . 3/37' W:1.C. .LET
Y RUVIRED , MAS,4`R O / ,/4 o.0 REQIAREO PLATE I eaSKEP 0 ERu,iE C)
Fa4_fG PANILLMATL PLUS 1
0 6 I/,- OC «//'T 71K
WIN. i-READED PENEIRAiION y _ -
AT MTTIWOTH of "AT E{
1 71 _
WALL MOOT AI#A� W_T AI L ADDN
O REGULAR PANEL
SCALE 3/e'-"
.. FU:
NSTA LAIHCNS WE 0M.' VALID rQ* IlLk +OGS 61- A.S C DESIGN LDAl.
, to 10 A 5-5. -72.0 PS AND PANELS LENGTH kJP TO 8 -9`
FOR NEW WOOD FRAME CON"TRLUC'ION WOnD MEMILERS T4 BE SOJIHOM
PIN[ NO 2. W/ SATE Y XNSiI-IY UT IT Ss OR ewIL.
1
'14-,° PA'NTLwTE PLUS _I -
0 E /.' 0-C W/, i,7W' f
A7 Mt0eW7 h OFPpE�'I� -I I...
t E MOUNTING _INSTAi? AT10
AL NATIVE Saw
A ;LIFE SAFETY PANEL
:A.f 3/B'-1- FLORIDA BUILDING CODE
. • CIV, -;CSTT
I.-.,g Kf9Wu11B 1.I-"'--
.°.Di. T.1Eca. 1
' 20-GAGE GALVANIZED STEEL STORM PANEL
1.
- AT
(1. T` O
�I''' PROTECTION PRODUCTS. LLC.
.I
I pe
SIR
,Ls,IAo • eMEN; WA RANI,
box FAM
t 333a,!
I2
0-17 6
..r. r. r m Mrr ..Lost « M•r
.. FEAR) •-fait .. CIRRI--
nKWE� (W..INM-1x1 Rol ;45.Mlt F7n
_
-...�
'
wA. SF +. MAP W. P.E.
ko. H ,
,n1a T ._,r- _.
Y/249O :z%U IOTA 2 0`100)
4 /04«ro
/24 AOR F® P M1Fx TiL t TOLE 2 eEUAW) 3• Mo 2'/24 i' 24 i 4 ! A 7 n/
Pq vA {jteEz Herz A iI1 V
e LIs NO !` Yam. raWCRR ANDNOIK IMRJ
AIb1' SM5 1 410 [J�f
54_,•rt SC�%YON sh 0N3'a(eR. IA 901i.-___�� ibr3'•. - -'. i wO
(9EE ST"491R. L) ¢N %.Ca1 2e)
---fpE - - PIIA
__ - - IEIO OF
r -i - _ _ ra Ir - ;/r
;. E `�
i '! V I:- PT-T
i`1I1�
1 I•.
I
N
17
1, Ij
1I I 1 1 I 1 1,1 I I' I
17I
Y
I 1 1 3
i I
, .. �1k �._1.i_1-11L_ ..�ri(1�1.�_l_H,
I6a % �.I
(DID PANGS Lr "OR .ANT) ' (NTF" FILL) ' (r7TENIPA PANE:) ��`� - l-" � EA : -L` -'.�=1 �N1Fleakr P TT���(WN1F]rtaF ► F.. _, oAMFl ) I 'y _ _
( Rr r ( A>l.1.) r ArQ)i , (mlileDR T END :;.Ili : I
(V pw
I
SQ NOT 2 3. 4 tFLOW I _ I ' Y, 1.. «FdySTI 4"FE r 2. 3, . BFlOI. NOTE 4 I = I I SEe NOR 2. J1 4 RaOW
y l I , f f j 11i -7 1
111.)
I1 I' i�' a i. S r' _ '� h. f I
��
1 ii 1' 4 I!
I
14 I 1 9 7��11
,
I
I.I I •`•N.a- 1 t I I 1 (• 1 1Q P,YCda R/
I,.,D(ASFD ANSI Wf € I ! , ZN f ,,.5 /I ' �' I. 1 //. ♦ H.a w[' i i [ 1 _ `. 1111 I iL i� i [ 3112'? Y �+TF '/fe } II .MNG,ILr°S l - - _ _ I. I_ - l J PR SA IOh'ENLAi'
I , I 6 EA O+1W,1F
,l
I
I ,. < _ I f )
I; I ,
T '
1' rTM TN i I
I 1IlIL i rA` t .i w
- 1 L' �-+4t.
1 _ II I1��.LLL� �� ,''
- 1.
. . ---- -•4 - __ -�_ - _
=- W�s .E- _ _ _--_y�€lW -. • • ��---: - . -'i sAlE:w. (T19:
J, A
OR
� N01[ 7
M. A"i SET Y BE
S/yY Pi)R
r.ON �NIERIO9
1
INV nsI
S[4 erle S-01 2A I` ILNM ENp
PNLLSI ,�, 1, _-1 i/�+ •
V 1T 9 O «/�(A+ «/ �
IASI PN.C3. 70 1N IN5�41F0 AT EACH
LJ LAV RARE, •O, G ff NS'-+daiL A ii.cH I
L,-%- G SNWiOK.-W BC P«LVQK,' IW/
DAt1W.aG S- BE PA'JrAEp
'
,v,W+TS W{ T•yp 1 DYY . ANAL" HAND"` TO FACILITATE W6TALGLTAN
A.y4N
TYPICAL ELEVATI REAR I A.CAF TO -O r14,E W.C1A .. r F N ENaD +G 9E INSSK 1D iR W
dd
,,,• I, N E`4= i HE wS1ALd0 1TTWr NSiA 7 gTR•�37LrRE
-SC, C S1RilTJRf E-Z HANG STORM PANEL L SYSTEM 1
'
1:J4E 3 • . _ I
..��____ 9171.E 3/3r- 1'
I
X-1 /.' - CAP t- .e�I W_ rw A
ir�,_l �,' Y - _ 11 ' NAa OAP' -1 -.
.
-
E l Cd(`S
�7�
.
SECTIN B-8 AEJrRIEEui
SECTION A -A U&YY
slc4t S/W - ,' moms OME 3/35' - •'
(t) 1L0EEE#K&rL_QE_AE < i - Z H41% STORY PANEL. SYSTEM 'CAANSkiYIO Of PA{Et.
NOTESt P , ' aH. 7TIACR5 A TOP A ANELwTF PLUS OR 5 LUNG
11) DEFW11Qk_Qf _LFRNS 2200 L - 2 -PAZ STORM PANEL SYSTEM CONS*5TING OF FAME', - 6`AT BDTT(NI W/ PAN"AAT,JS ,
C1H,1 TRACKS � & 901'0Y. t's) ENO PANELS 'INFO 4WA•S 01 CONNECTED SO E 7M, SR1. WALL B1' MEANS a
(2) PAN[L5 S1 �ALL Ad.WAxg ERt (.15"Ef•TtO TO BOTTOM PRAG4 STy LR*SE A ST''DP .1 PANELMA"' V.7R, rF US_0 .(��NiLY W7 v5' LFTNpO T.E.C., AT BOTTOK END PANELS
„l,,ND
(61 SHALL BE PPOY,OED AT TOP CR' SUCH F•!W[l5 SKALWWNGL,tUT ONNt it►DI0.3/4' u/i. 1HVYB9t'PC4WTc i4PPEG AS
(�ACr
(3) IF L P&W-1-1 ARE C17ANEM11 10 BOTTOM TRACK. CONIC-IOA SHALL ::ORSIST •<F DEV_MKD ON NOTE (3) BELOW)
I/4 20.3/4' MS W,' 7/9'Pr3/37' WING .07 OR 1/4'a3/i MIN ,HUMBSCKrW AUTO TAPPED BOTTOM TRACK LOC41IDN OF FASTENERS MAY BE AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE. USE MKN71V «/ IS' Lr3NG f AT
CIIRERiOR FLAT FLANGES F3F END PANEL �LrT'70M Bui EAD PANELS ARIE NL Y:IGNMdFJC.TED TO EWT'1GM rRAC".4[ FA srt.P Bau'
{61 5NiN1 BE PROHSDED AT TOP OF SUCH PANELS
IA) IN EASE THAT ENO PA Lf ARE NOT CONINE== TO BOTTOV TRACK (_,, - STOP BAR ".). FOR mSTALLATICNS WIZEN END PANELS AND SOW INTERIM PANES„ ARE 111:1tr
r4 OIY USED AT TOP) AT ILI IWJ PAELS SHAi BE CONNECTED 901}OM MAC MOUNTED TO c%15;mr SI,1 wAIL BY MEANS OF PANEEw/F.S. ONE INTERIOR PANEL 1
LFSE40 SPECS eNDxJ,rED ON NDTE (3) ABOVE IN SUCH CASE, .CCMAFCT N OF PA1ELI MAY BE USED 4,31NTIY W/ TRAGIC ' AT 6071QU ATIIACIING BOTTI:WA IRACx TO !NAIL• j
TO BOT70'M TRACK WAY OcCLIR AT ANY PANEL I.00AT N W/ TEAK; PANEL ATES FOLLOWING SSI�DCC,NC Sl'OWN ON ES, v,ArSoI «,, j
ANO 4I)3 /
(5) SEE SECTION :'. 3' & . ON SHEET 2• SM ANCHOR SCHEM-1 ON 5-V 25 IL.. EDGF OSTAJ,C4CE FOR THIS CASE 1r/1ER,OR PAFE: USFO CAtjrY W/ I i 50E5BY ANY MEANS , [
CONNECTED LED I
(i2F)E
NAA
A SUC?N TENT ADIACM iW LETT & WOW SIDE CA TERIOR PAAFLY H,&
TNIf)1t tFVERE/,P°' RLTAWYEs BY (2)
LTI'M01._
.,
'��cEh ''•.�
rye - FLORIDA BUILDING CODE NI h Velocity Hurrico" Zone)
,
Z : IJD. 4 167 _ ,•k9'0 YL'�`L "°` I 20 GAGE GALVANIZED STEEL STORM PAIN, DANYn` �..
* : * --
"/'Irmo
PROTECTION PRODUCTS. U C. .s
-D $.AT 9E / III C O
1Ne
ro char ca.rAHr en'1W'.Fi
a 00 ff0 (SIP �.,
- N,'(1' .. C- r, r. _ +,e•N 4WARIW. R M1.. RH ONE. PAIRMS- 7sAa, '. PR H)I� 97l, .10-176
1 C) ...- 1sM1 RI -ISM . TNW .•
L G ImrWr W.,G rP
N 4-3306,1E L1R
AArAA04,H11!
iA•q}111 L M.1L/SOWIAR/DMF RY.LFEA A %Aff .. of M n-1N _
INSTALLATION DETAILS FOR OPTION y2 FOR LIFE SAFETY STORM PANEL SYSTEM
INTQ EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
URES
lie TMCON AmcHc'15 1/.' TAPCON A4C•IORS
0 9' D.C. 0 1' O.0
."Ev C•ONICAM POURED CClNVM71
OR CONCRETE SLOCA: CAR CONCRETE ATLOCW
9EOUIRM -1-1RuatwD
.-11 )?1 L
ii]ii
IY. WARIAM WH q
,RAF
I
L'R15TWIt.-;
Gvss I
i
I
I
I -
{3
y!
.
r;
T:I 1D,..,1 +
! AAACE.MATE PLUS W/
f/e A 1 3/32- WING N1 MR%"
0 e I/O O C
POURED CONCRETE
OR CONCRETE SOCK
REOuANO
WALL MOUNTING INSTALLATION
TkECTIQN 5A
SCALE 3/vI"
SPO Ie As 20 MR AIIAIp6 TYPE .
Inn
-Row
AA61WW
OW
91ACrla FOR .4ST4dA1,ON4 INTO WOOD
IRA rNDaR E1N4We (wf_
a
-` T
-
FIAOE FLAOFea
~N ANCHOR w4clas Iwo WRNM,N
MAX vili "Ice ARE .O1U.IM 0. Ire.*__
,L4reN. IV,)
3
A
9d[i4AE MR EMN .D. LESS T.11)"IEI ON
1041,01" REDUCE ArF_NO t SPACING IN,
IRATIPLYW10 SPA0.4 VIOAA4 ON SCHIDW
P,r ,.r, CI- eNa Li.)
...,3 ..
a ' /A -
A:111Il C0 Wq an$"
laORIR
F o THE Ia o WE IRS*" o HMS
6nN 10 !E 115.4
I Ttr
-
W.C. F
RE U=.I*N.K4 USA.G rAC.3e sn•La ;3
RE PC M I" oNFvH NRrA t,
P'OR SAID. N.bIDe TYPO ON hYs SCHIlDIaA-[
1 1/S'
•'
9i
tl
3 t/r
I
//I4-10'. PANU AATE PLUS W/
-. 7je a . 3132' eA'IG NUT RASHER
(YEMID)
POURED CONCRE'TE
OR CO*CMiT OLDCW
AEOUN O
WALL AAOUNT r
O LiFESI►FEIY PANEL
SCALE 3/e'.1'
4� .,'; EN *y*e:7 9
. ND-44167
*: .
R.E KAjWGN TuR%/oLR
GINERA! NOTES' VAIM F-2 EMN,.LT0M -6qa SY57£le
I E-Z MANI.. $TC.M vANEL SHOWN •1N "Is 1RVLkC' CIA.UATION OOEUAIENT (P.E.OS HAS BEEN VERIFIED FOR COMPLAIANCE IN
AICCOMANCE *M4 14C 2020 (7En ED(TON) OF THE FLORIDA DOING CODE.
DESIGN WIND Lc1A7; SHALL BE DE,-�IumEO AS PER SECTION. 1620 OF THE ABOVE MENTIONED CODE.
FOR A a7HD SPEED AS REOURiED In THE JURISDICTION WHERE THESE $HUMPS MA BE INSTALLED AND
FOP A DIPECIX)NAL.1rF FACTOR API-0.95 USING AS:E 7=-16 AND SHALL NOT WEED THE. MAXIMUMLh"S.D.)
DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26
IN ORDER 10 .FIAT T,E ABOVE CONDITION• RY LkTIMATE DESIGN WLOADS DETERMINED PER ASCE 7-16
SHALL at 11RST REDUCED TO AS . DESIGN WIND LOAD' ART MULTIPLYING :HEM BY 06 IN OROER TO
TO COMPARE THEE", W/ NA%, (AS.0) DESIGN PRESSURE RATINGS IRIMATE6 ON S*WETS 25 As 26.
IN ORDER TO VF3idY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRES.ED. A 312 WEREASE
MN ALLOW 'i STRESS FOR WINO LEADS WAS WE USED IN THEIR ANrY AS FASTENFRS SPA:NG TO WOOD HAS BFFN
DCTERKAYED 44 ACCORDANCE WITH RI E S. 2015.
STC'MA PANELS ADEOCMCr FOR HAPACT A4 0 FATIGUE MI1 TAKE IML9 BEEN VERIFIED IN ACCORDANCE WflH SECTION 1626 OF
ME A s.:90VE MEN'IONE CODE S rLNu`RATIGN NG ' T i 0 TTSTI IABDRII pa,,, #� REPORT IDS3 A$ PROTOCOLS YAS-20I
TAS-2:.i AND TAS-203
71,15 ,"-T[LI 1*5 BEET/ DESEONE"J TO IBE INSTALLED ON THE OUTSIDE Or THE OPENING AEM:ESSING 'HE OPEARM FTIOM THE
�RISIOE W/O THE JSE OF A LADDER OR LIFE THIS APP,CATION IS VAIC WHEN INSTAAlAvok IS INTENDED To RE P"WCIRMU
ROM TSF.. INSIDE OF STRUCTURE.
F n 1„ -
J. SERIES DOE! R{STA.Lt FN5 5 Of STAABLE TV SNOLE' AM DOUBLE HUNG STYLE Tilf>QM/M'S WT_..N T•K'1A)lAr,ON 5 RF OU¢(E'=.. _ SL
PERFORMED FR(AI THE RNCIDd OF STRtICTY)Rt
4 SEMIS NED W15141ATMOF s Ar-%KAW TO SINGLE AND DMUSII.E Hut, AW, HMSiE1,1,01A'A, S� O"M STIFLE WINDOWS I WHEra
INSTALLATION IS. RCOVRED TO OF P(MORMED FROM NNE INSIDE OF STRUCTURE'
5, ALI ALUMmIIY E3'7NU5)0N5 10 BE 45,0631 15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED)
6 ALL KLNYNUM 'SY+EET WAG, USLO AT CLOSURES SW4t- INK 3105-HI4 ALLOY
1 ALL STEEI. STET YET& PAWLS SAI,AL< HAVE SIRUCTURA OUARY STEEL. ASIU A-553 GRADE 50 Min. GALVANIZED STEEL
DESKNICTIOk W/rF- 56.5 4si (AFTER ROILfO-}
9 ALL SO YTS v RE. iG BF STA,YF,SS STEEE 3U4 OR ! 6 Ate'. STIES ON N N AM SE CORNOSIO LLS1S"7 GOATEG GrtRONI SITfE, AS PER DN
5001e W/ 50 Aa, YIELD STREMIT- AND 90 kw TENSILE STREAGIM ! SNWl COMPLY W,/ FLOADA BUILDING Col€ SECTS 14I1.3.3.4
9 BOTS TO K AS1M A 307 GALVANIZED STEE,L.. OR AM 304 SERIES STAINLESS STEEL W:rH 36 M, MINIMUM YIELD STRENGTH
•J ANCt.L1RS ro wAL� SrN4, BE AS FOLlDW1
(A) BD FRr TPL_ PWM ; CT,AM
- I ,'4'! TAINCON AINC OMii S AS wNUF',A","ED ON I T W DL.IILDEM, INTO, JW4 V3192 P .I.l
- i` '
f4 W W 3 --m AtNC - AS AIANUFAL: W 1 YI /9' •xK ITORS. YURED BY DE K NC ( N ,'x.5000 aA.L,I
- Ala.. ,0 PANELMATE r1 N_E 0 A PANF:A,ATE -Lu5 ANCHORS. AS RMINUFACTHRED BY ELCD CONSTRI)COON iRDOLK,rs
W -335D P.il
AI) MIA&VJM LMKDEAENT Of TAPCON ANCHOR$ WIC POJI1ECr (CONCRETE SHAH- BE 13/4- AWJ 2- FOR PANE)3AATE
FEMALE IC & PANFLwTE PLUS.
42) U NRYJM EMBEOWNT OF , r4'0 W 7/5' CALK-m ANCHORS S7.{ALI. BE 15 7/5' INTO CONCRETE NO EMILCONEN" IN
m AFINISH MAT•EWIA1. SHALL BE PERAOTTED
1/4' 0-20 SS SKK'AALA BOLTS USED SY.AL: BE LONG ENOU'WSHORED A:Y FAMSH MATEERIA. E%AS�r TO ENGAEE 1/t-
INTO ANCHORS.
A.-1) IN CASE THAI PRECAST STONE PRECAST CONCRETE PANELS, CAN PAVERS BE FOUND ON -'fE METING WALL CIF
FLOOR, ANC,40RS SHALL RE LONG ENOUGH TO REACH THE WNN STRUCTURE KIINO SUCH PANELS. ANCHORAGE SHALL
9E AS MENTNED IN All AND N AL2).
(9) TO E)iL7 SOEW NETT fi D r+_
- 1 /4" v TAPCZON ANCHORS AS MNNvvAC'TJRED BY 1 T N BIALOM ANC
- 1r'4' . M 7/6' CALK -IN ANCHORS, AS MANEIrACTUREO 6+ CEWALT ANC (C -15pi1 Pe;i
- T,-I PAAF 1T AND PAN W P _
D _uu TLIAALE FD EL TE LEAS A,�HDRS. AS IAANUFACrE BY c CONSTRUCTION
r l °1MD ELCO smut xWH
Yr r 71 P
PRODUCTS 1D A ; )
(
_
FLORIDA BUNLDtN/G CODE M n Verify N,AFTicone Zone
YaaR¢ nLTEw. 4.r:
20 GAGE GALVANIZED STEEL STORM PANEL
'"'
iMrwR AN
L
E C O
\
GLOBAL PROTECTION PRODUCTS. LLC.
All
n`eA
6T6�.
4ex IW 11 TIOW
u r g w A. ,aA.R u.RRr .Y.
,.PE: (ae4NLAW- a 4. 1301. .)rr-srrrr
20-176
rNr PWAA a'-rra W e..�-.SIT tW
M
.r r wAW .r -
2.Ner.t I.,
G1-ROO6r E
,LLW IT
WN Tcp- I k A .14
• vY .IW
` . . • -"I R.TLT 1 111, M
011 MA MU'
€WED.IFNf OF TAPCOM ACHLI?S AND PANEJURIE cr1LE 11d & RANELwTE PLUS AUTO GONCTRETE
&LOtIl 5r44_-. BE I 1/4•
BS) MINfYLPA ELPF OF 1/4'. A 7/6' CALK -IN ANCHORS SHALL BE IS 7/6- AUTO CONCRETE_
NO EYBECVAP ANY FINISH MATERIAL SNAU at PERRIITED
1/+ 0•20 ° t[WALIE B(kTS USED SAA,L ENE LONG ENRCucH(SI'HcDE.D ANY FINISH MATERIAL LOST) TO
ENNC.AGE 3/4' '• : NCHDR'S.
J IN T : T B. l CAS[ rN64 1IL.AS STORE. [Xt PWECASTF CONCRETE PANELS BE f(gl,tp ON t,0 CM.STII/G WALL.
ANCHIM SHALL BE LONG ENOVON TO REACH THE MAIN 5'RUC-TtWE R'HND SLACH PANELS.. ANCHORAGE
ST'tALL 6E AS ME?RNiICD IN B l AND IN B•2)
(C) 1YICHDRS SHA(,L, BE INSTALLED FOLLOWING Att OF THE. RECOMMENDATION-% AND SPE(3FALATR3N% LK THE ANCHICA'S
+ANNUFACTLIPE.R'.
I'. IT SHHALL BE THE RE5PD"S`3LrrY Or CCATRAC7E7R TO VERIFY THE SOUNDAIESS OF TW STRLICII� WHERE SHU71ER
IS TO K ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRIM BLOC(
OR 00000 FRAME BUILDINGS,
v2. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL STOEIT1ER COMPONENT EDGES WHICH RTANNN N COA tmUD4
CONTACT WON THE BURONC 10 PREVENT WEANS/RAIN INTRUSION 04JLX AND SEAL SHR.TTLR TRAC'N5 A" AROLIAD FULL
LfIA.-TH
13 STORM PANEL WTSIALLATI15,N SHALL COMPLY WArH ST•LC5 INDICATED IN THIS DRAWINC FLU,& Aw BLAITWIC AND IOAA/G
REGULATION$ P*WDED BY 1tf UURH54CTIOM W M PERMIT IS APPI.ED TO
IA AMUM WINDOWS AND DOOR":, RAC:. E - Z HAD STORM 'PANEL.. SY"TA EAI ,% PATENT F'DODIIHO
15. i,H) THE PRODUCT CVALLM71a1 DOCUMENT (RED.) PREPARED THIS tE1,•NLFR 1` G$Ni^ti AND DOES NOT PROW,
+NFORAIATgN FOR A $17E SPECVIC PROJECT. •.e WHERE THE. SITE C9Nffir, DElMTE FROM THE P,E-D
!s) CONTRACTOR 70 BE KSPONSTBLE FOP INS S"ICTION. PURCTIASE AND INSTALLATION INCLUDING LIFE SAFET'r OF
THIS PRODUCT BASiiD ON TIC_ PE.D PROADEO NE/SHE DOES NOT DEVLATE FROM THE CONDITIONS DVALED ON
THIS DOCUMENT CONSTRUCMIN SAFETY AT S17T IS THE CONTRACTOR'S RES¢ONSOBN/TY
(iT)k5 NAEOICT F ALLWrTC.ONaDc SE4T wrIJ. BE L NSECRED INV&C rr NKDI"
LED
(a) SITE SPECR-'C PROIIEC?5 HAE1 SE PREPARED By A FLORIDA IE SFFRE-1 rrr VEER OR ARCHITECT WHICH 1WLt
BECOME THE EM04ETR OF RfCer7,J (C O.F -) FOR STsE PRO,AC' ANC WHO Wu BE RESPORASAILF A THE PPW.R
USE OF THE P E D F NOT FAR OF PEW, AGTIRO AS A DELEGAIRD ENGINEER Tia 1YNF` P.E-tl- ETAGdNEER, S.AAC-f..
SUHiFr: TO THUS LATTTF TINE S$TE SPECeIC DW.WxEGS FOR R€YOCW
(.) THIS P E-D SIN&+ BEAR THE GATE WD OPTO W SEAL AND Wa,NATURE OF THE PROFIESSIONAL ENGINEER OP
RECORD THAT PRF'P.M M iIi
'6. STORY PANEL MA JFACTOREP'S LNEEU SHALL ME LOCATED ON A READILY VISIBLE LL'CA11ON 41 STORM PAWL &
ACCORDANCE WITH SECTION 1709 9.3 OF FLORIDA BUILDING COOS ONE LA%L SHALL BE PLACED VOR EVERY OPA`N.NG
DAASEUXIS TO COMPLY WTTH SECTION 1709.9.2 OF THE FLORIDA BI.IR.DING COCE
M 1 riei%
41N:I,Css%-�
-
N0.44167
W * *
r•: •rw;'aIA+.�1,.t/ten._.-
FLORS I BUILDING CODE (♦ii h Verocity NuMcone Zone)
v ,H.,u:s. ,..
".E GALVANIZED STEEL STORM PANEL rN
__ _ aw+RN tW
_l -1 L A L PROTECTION PRODUCTS, W7 1
II a .Nr LLC:
1 :. .N¢ 4. $1 slvwI
4W_AL 333"r 20-176 �", 1. "•';NIL (w+MeR-TS41 FNW Le")Nee-eFn
.; ' r ,,. - DAar1A ,r
mAR ♦ R E
..�,..,., .T-...E. Al!,LOLL ' .... , .. �,... WIT, 1'F __. 1
Ror compli nc
IN _TALLATION DETAILS FOSEIE.SQQ�VU-yy+Qf-A1_S�Q! f
PANEL (1.INTO POURED CONCRETE OR C0NQREiLjUU by De
cast Fnr i
allWr1T .wclrsAL-"'-`---1\, ,f) ra-
prNi�R-{/�^�) r?SNG.EY7 .Ni:.wp'uLW' �9KlEf[ .EAT CKYAAl '-• -r4FOa l� yi6,A/" �J a.,' Ira (a.,�a�, h\, i1.¢. (8 irlrtiWt 4 IO.1 '•-+YS
r r l-"NIT
- iw aP ar � .'anm PIRCRC T ow..
,•.,- L.LA .F RAr m ar Era
.. .-1
+wH.axi EA Do.f Ed S -"I� 4,._...... s -� # IJ Il--r-G, rlo /F �'
E'SMAstN . - I. " f
m� �\ I-- I .1- { TA.A
I` 4
nnr , e
rr c..
- RLLr.
bA lor7
\ T . i� __ iA w s .Oar I ar ' d aaE�
� I I, I I�
�„
I w
I(
g I 11 i
i 1 t O 1 11-� , 5
-" II I
I 1 I y , r,*
a s EWI¢' ® 1/.•f ]s{/r I_._ I I 1
1 1 S 1 9 Ih1,) I Y, ff ,X. I 1 i `4
Ar0 1 ,.1ST e P ¢x 1
5 1 t
.. ._r.-__'1�._ R 1 I a1
I{} I ,I ;" _� -�- I I a
Nx AOERAt } j 1
L-ON own Ta I aN 941' is I _''�_-"'YV"__ • I ME SGeW1r I
I.-_ A
rlrY-3lYlI•'
MR 4!, -. .-TEARS//r I De skm 75 I 11 r ET70 w
I roe w. 1 d '..1h3/•' a 1I r
1 sLarla4= i ; r wifW ; To artLIVAIM's H @f sow"J7/ A E- ON 911i u 1 ii 1• �Ya ro 1' � i ,Wr w9 i
1 I U i W 1 9r�r 41 I raR aa, SZAINMNDN ?�D/ I 1 ELW¢ /rwNN .1
1 i p'ONr ar[W,,.I F ' I Clapp ..AA , m tAAS9, /'�i RIM r pTYY�,,' 6 I
lM1.W1 nFSAN g
Z, G ` 1 C ' N i r / 1 _ __-_._
1 1
1 t-
1 ti M I 0 � i _._ Q ;---`'''� �j}--;gi p ,. __ I! I
LFg!y 2 iv: n�,,// NA ) .. is 1 i 11
.
17 i Y r 3'.tr.) f , i 11
J Ii � -
1 Ji 1'',, I M t�twr I( TA I
0✓ C�
05-ceift tlA I • 'W A _ I I weep 1411d 1
1'1- 1 "
e Ctl.IOD[ OF� . _ _."�i
ILIKIR1
"..' ,E: L,. p
I .... I
L
,. A- r 9f- i__ . . 1 q c/e'R-'NMXo
- f n , . -
:. y " _ t--ea®�.. - Wr. +r fw2ral•' xw+m / .a ,/'�-��`1 w. ', .,
/ YF 4- IA w 4I _ _ - - _ IOnf r bN¢IINRK nO / ,' 1 7T { . Sj• '.w , %
`NuR`RRoNI`R IRA:,
gRC1Ws,[ r MOST T II Dr) L nEL A 11RL1Y.�rW,-d � YS .,7A 3r W7« • to -
�)
_. _- AWL yI�
(!{ RCNNGktIE Y IINPW,I `NCHGARI f/ wLL to 9YM ,M Wett, "I ..N NOT
r sNltPf K) ('Z'1 ,,,,,.,,1 c I, ! ar 1r
tNL EORLAi - �--{p,-,....._-,. W xyyam+ ) x?,I
_ WALL ANO r tECT MOUNTING Aw. k Yen Mt
WALL 11WUN Wfi INST_ 1 SECI M 2' T'"
SCALE 312-1* f1Q46 CEII EL_l2isTjA �jUu,(y-OUT MOUHTIHG INST
UajjQM_TO JNG i60UNTRN
scN 3/IS-'' �- SECTION 3' SE�11•(IN 4'
((7TyHAA 6a3/4 ham r SCALE 3/ii - SCALE 3/Il r'
r__ SACS +6 D - Mi sR{,PnE)m�r.Tw9 -WCVVWAID- 100
Y 4 `r E ? NlAe . f v (� VMAIcr ,Qa � ,¢oYYi Ort a. a,13d`'�� ik AN�144'�i�r�, ..
��� C9(NffnS7TA�AN¢IY TYrr _. P>aT N -, ''UCEk ~L/t✓5
moi3„7/66 SAE z
WD�BLra1RR1� a Tom*' Nc, 44163 1.
.•
s
_ ^\ I O Yo.�`Nrtm sAw..K - Tc FLORIDA BUILDING CODE h Vrioc HurrieonW Zone),
x ^ T Ees"A,-1rcl. 1.: ` STATE OF ; ,� = �` t1�. `t 20 CAGE GALVANIZED STEEL STORM PANEL Da N' Or
DETAIL t ( Ir. . ' �O • F _. / .-� :r _ -. _
- ,� ! GLOBAL PROTECTION PRODUCTS, I.I.C. "I'I'0a"
SCALE: ,/r - r yl;,aj EwL
A
1._S
L N1YM! AeL z W. s,
I I A - Ts`L, It F231a
20-176
/ / i i Tr aA •wr RIME„ MW PMie_ I's )w ».A. FAA (Yr.jEa-67F7
t .r.. IWRI n.-ear . N. LWR m 1
_•-0-M GM.00aFite �',r N.�� r er_ AOaW. O aMx r.
RL �!c/'40iNTulE/M:E WMTOI A TALP.. IkE . eA,T•.Y ' . FRRiI N ...-
-
I
0
O
ly
f
C6
O
-`
U
I
O
I-W
�
�
0�1'�
o
-0
/'L_•�
L..L
A V
�
U
-
Cf)
C:)0-
N
O
i1
C.
O
_
�
0
9�
LL
C)
�' A
CU
A s
O
�T
M
>
�/�
�/ /
q)
L_
r' "
0_
�!VCz
J
Q
4 20U
a CIA awl
w comple
ssts , ) nc.
d and' roved
with the
20 FBC 7th Edition
ra Anne K
Rhr PX2300
W
-i.-,
^Q,
W
_�
M
O
0
U)
CL
(D
U
Z3
O
(010
L__
0-
0
�
'�
V i
L.
120
Cw
G
Q
Z
I
PI
N
SHEET NO.
SH 1.2
t A }
`i .1 I ,
.;I:I ,FIr+IrIHr�.I, ,.H11. j ,. 1
«- IL 11 a 1
4 . 'f l { 11. 111 7
r r.; 1 a L.
NAIUAIM A.S.O.
D�N�
�_
IAei.
1` h.
.,AwRA, SFPARA'Ttbl
TO O1A56
APiN; TO
r TALE
CONDITION
`mONOntO- SSXTIwaE
M7«IO 1
--_
(SEE _.....-�..�_
,__...�...._ ., 1 �_.._..®......__....
2' S. '"W,
.910. =75.3
7tP• oR LESS
x 9/1C
9OLTTO '21r At 31R
.e6.0. -75a
' OR
ro ass
2 ) ro
a' ,
9gtTEro • IE 'W
901 / !Il-«-20ay/4- s5 4$ t WHIO lr AT DWERAP k WK Of Poe LENOIN
/1R'SY BOTTOM Of r•AI
wij:r.4w r t ! ; R !+ 1 7
. I i I 1-Y 1 I :I tsl .17 I. A l , L11t
i A
MAMUM -
IIAW.lNtIY LABORS 56Adlai FOR L D > 1/7' ••
A50 DE$1LY't-1111 -- - 1 AAPLKA9[E ro
PRESSURE *AActlH•CONCRETE CAIAI_NH - I PIMIDYArz rT1WE O Pr-_ f 1.9 �t'CC 4 t NLRMAUW PA_
AIY CC 10
It. �':,iDNCALTE E ' T0-[OCREIE N m-SwcR1« io cbNc"n[reM,Ocx LD+STN '�" tW.y
12 A I N 12" MIA 1 A N I 1' 2 N 2 A 2' / / / k !T�
« I 1' (BO
TTOM)
tA,l "
D 3• a• �� a•
f )
_ �s� s xaaa
1 12• 3- r - _ 5. I 8. 1, d _-I R. / (BOTTOM)
r f / _...._ ....__
A N/A 1? I/V I,' x' fBORIIA) N A N A N/A N/A N/A ,_ ___. _._...,--
r.3. . S "-�-- } 1 70ON LESS
a / 4 I f 7" '. 6 t N x` A
OP
I?• - N/A t2• N/A - 9 1/2' NIA , 9 1/2` N/A I S (BOTTOM)
' -.-__ _
Y2' N/A T2' N/A 72` N/A I f2` N/A i (70P)
__
-!- . --
12' 6• 12' 9 t/2' 72` t TT' I :2• I,- (BOTTOM)
M 73TaTETI TO a&O A.,r. AS . DESIGN FIE'SSURC RAT04
• SEE 24 COP AACHM "'APE • SPACING FOR INSTALLATIONS AYT SHEET .MATOr6 O e000
nVAIIIMOML 91AD119
11 ANCHOR ET Am rT CO, N
LESS AND &WMMOdWATY EDGE
0 UL SRY Re Al
2:14 CINSD INCH
ANCHOR 3PAC.M.
muFOR E D LESS THAN ,On
yf/iCJRO DN SCHEDULE I1I THE TA D'eUSI
FOLLOWING TroR
THIS OPERATOR OLOIC 11
WABL p G
!0 WV PO9YA9G ING
USING FACTOR*AT
ACT OPFESS
? W RD FOR; FACH AN
IIDi 9[ lLfS DIMI .II.YY SPACING NOIGrzD fd1 UDI ANCHOR ,YP'E A
^,.OHM LEGEND .
IAIpYI
PW'IyA 0
AMrun
OIMt-.,
- IN ,O" SWORD ll.)
7
I L
3
7 ,R
,=_ONL..RLi
eaRAWAR
3 __
] I/O ..,
.3 to
a
AMIN, fa B>dw saw=_
ft"
-- I rf4'
A
__
-
_ ..
- ..- - -
1 -
.
, _.� -._
-
*-.t
m.__-
--
--_-yTAD
3-
Im
DC-..
P;1
-} NICOURES Mo. MTANF.E BETWEEN BOROY OF PANED/2_Aw (1)EC f 1/2 w.
1
RFt)uIES YP:. DISTANCE BETWEEN BOTTOM Of SE ►AP
AND
(1) TO BE' 3/Id" I 3/16
-! Yo.
FLORIDA
COMPONENTS FOR REGULAR
LIFE SAFETY-Z
HANG STORM PAN _SYSTEMS
I
(SCALE 1/2-T')
-.___ _..
-. 15.125• (TOTAL WON) -.
-. ._. -
-2, -
--__
..,....
-----125110- (EFFCCINE WIDTH). ..
- -.-..
-
, .-254.1E -- t91`
-. 7 "- SS SnN3AR.CfED
C� - 6 1/4• rivol
-
-!
e ,/i
I- aP4�_ TC rIT4L -m-
'- 0e• ,x 1"DL
1250• WINS . - qd#• _ -
-. 1.1SO• -
500•!'k", r
ly
11 f
.a50YA I Ia
1 yI-
-. 1,3W- -
QQ24" MN TNCJI
.-.. 1.35D•' -�. ,01)•
t.SElp"
h - 3.17$' OW I i
e` 1
� , d71-
{6 )' ,.
I ,l"O' (1M R RF:IRS[O}
1' .468•
.�� q-}q0•
EDGE
64AMPiED ,iTEIt
AM am
I
TYP q
1' t. i • f" rti64•
ODD
�, + 01 I. � -- gAyE 7
�- - DETAL A
ORAE1E OD IIHORN
t-w rALW
.01"Am
mCE
�•
I 2 1 I
I
I
064` L---t l00'-.-+ 125• '
td
1 STORM pp��AAC.�C�� 1- -
L�ftls
. _1.
, 1 375
"_.
I
- )
rP (YP
r-SSA' .--1.3'SQ` ••.
Hem Lm W NYRW ( /)• LEG UDID ALWAYS
AT Bm At EWE or HILL
OEIAk A-
- 2.Ooo. --
_ -_ 2.307' _
2� HEADER (3
��
`r TRACK 0 ANGLE WRH STUD
LEFT
'
m lop RIDGE
IY FA11r1 0.02t' (Ut,j
P4.ILY O+D NAP
w/ rEAtlm EDGE
_ ,
,
s»' «.270'
PAJ at
GALVANIZED STEEL
• ./'. Y-
,
r1'~�.ti.s,, " I WAX-/,.''�
T 11 .,
/
A �: �
O x10 -. ,.
T33'T
A _
1 407'
C2A0• , /, ?)
-,MOO '
A Itxs
625'� 1 `�
, i----
'
F
/
R
-
x ."
�'
sDa � #270•
'` '♦5
- z 2so-
I
If' ISOMETRIC VIEW DETAIL
A t33.1
-
`-
_ 9$7`
,
w
RQUIa coRNEa ENDS
of PA ET s
A . Yk .CAS` �)
- -
ENO LAP W/ HENR SB
__ •
EDGE
p s:7i1.WS
125'
T"--®-2.370.
(N.2 S)
37$• r,�,-^� - aotrcw
AMAJ
3750' 'D'72'
LSOO•
I
7.091• TIP I •
(1°rP.) :`SD•
KEY
STflS-Hl
EDGE Of PAAL..
HOLE WASIIIER !mil_HOLE- AT ITANEL
ii ALUM AELLjr lJ _
- 7'�'-
T
I txi"
I �.- '. - I
_ �'' A
- -. Tj$'
. sU SHEET . OCR IIIT0,.V.w
61 }. I .rn."Ons K ELEEIT LENG,H IS 1 F,
, ��, i ONLY WALE Top N57ALU ITION7 INTO
"'"
i k j S' o SLEEVE 2.1 ZS
Ml►X LEOi6TH
'
�.)
I
Ir. rr rrooD sTWvc,uAEE
I ,2,SO' _
- ,u
T
-
2 000' - -
`
''
/'�I, owe
2.O.
EEE 2.ODo ' , AITR3'
T•fF.
� ..�._,_. x � 750'
1 3 750'
]
xsQ'
j 3-
(7 REV. 'H-
HEADER
-U- HEADER I
I -
(TTV)
V
-_ _-- 1' MAt
-
TD S Me. -
® �E t ` MAX,
_ _
2.000•
' '
6 T
U
MOLL
'NO lot "1' M 1CK 1g?
LiNEL }%ANGER
s74
- -- 3000' �__ AO'el- A -a
-
`�
,HHLN
�.L aP A
, � ...:.. TO
(USE ONLY
.,
(I
c L SiF.1LisLi-�
4��E)
TCtT L-z WING sroTOl PAWL
T -
11 .311, em
_ La.
470' - 27$"
TL6r
y/�P CEN °9
SIT ••S,(1`''•I. SYSTEM)
eD63-T6 ALUM ALLOY
I
1. 71'L
ds
S -
1
1 t �60•
2-ODD 74�P 2s'
1. � ,---MN m Ate. INL •
}23• T �' �, �' • ®
-
,,
750`
1 -
-
h Velocity ne 4 FLORIDA tN LNG C00[ n Ve a6 NMR1S0 zone)
N@, 4 1 B7 iB LD Nor )0
- e2DIa I,LNE00, WC. r r.
24 @ACC @AlYA10ZE@ STEEL ST@)NY PANEL
_
_ A .yam•
' 20 . +� '*• 9 _.. T I -
l
--.
��
F
STATE OF ��1
(ARRY R
aoa0 __.-
1 {T` I 1
, 4 t '.-__- -S!!' SEGTORR
I I A.
45tP ,. - 250'
,AN
••'
- ��'••�fl�%�
.r�� IL E C 0 ENT. \
_ _ __
.,/iI/IRe
LOBAL PROTECTION PRODUCTS, LLC. aML
'`'..''/BULLL'1- uj
`F` ®4
204'
BUILD-oUT WTI' TRACK Tb & � wASNER
D wINGNUT
f .lalgw. irA MNRP AWli,a
"" o'°^ 191 " "°" 1°
_ . wrv.re..f.
TA-OA01711
0047
.ND s e 5, IDIEET
DM-1 IL 7331E 20-175
f� I--I-I-,546. F.I ae.W.r-anl
i,syw P,L,rAIIG M
TRACK ANGLE
(2AAML 3 AUDW)
PL WA4W,W 11E/Wn , k,p A J.1 PE
AP 't"•P WIDE* I ffi +«
_. -_--_-
INTO PO SRTALLATION DETAILS FOR REGULAR PANEL :L:
ED CONCRETE CONGRETE.BLOCK__STRUCTURES
ALTTANAIE GO&IO"
ANCHORS LOCAn01/
CONCRETE ANCHORS !TEE SC#A1X .E ON EXISTING POURED 0060CRETL
(SEE SCHEDULE ON - CostRID TA,TL mm co%mn SHEETS 9 T+IRIDOGI3 141
OR CONCRETE BLOCK
SHEDS 9 TTRmouoit to) OR CONCRETEF&OkRUDER !Y_'ous".
'`f
14H491LTE REQLIINE6�= SCHEDULE: d'Z `i
W!".. 6l !I'.{ 1 'iArfy'* .to ..-i0- -1tY Y0�DI "/x`
i
fl/«. rOtrOt901ADIp I1/a•
--.
MAT! _ _ CONCRETE ANCHORS IF :II nt_ O=G r3 v wI MA1t -
1 _ I
t/Y -,
9 I T 1 IEEE SCHEDULE0"OOO;
..A
1 /^-., I SHEETS 9 THWDLG.1I 10) , 1 1f4•s-�A,9rL• 1 LO !
ML.A4RotT,
`J E9 WA£V . 1L
III,
;
1 ..
€ Sr .. .
: f E,O - F f ISET SCHEOW
�1
1 11: ON SHEET 3
'h(�MY .. I MIr. 1
(�
9 1 T 4'Y-i0r,' _ ( /^` FOIR SPACE7L
1 1 i 41 1 SEPARATION I 1 k SOaEDULE
7 A 1 o
1 1 6 FOR /w_ III. TO GLASS " �•) TO GLASS ON �M
I ( SEESCHEDULE 9 A 1 O i
M�i
( + I team 00 1-a'U � (OAS SK.IfDULE ON I �eOL�R ! a V.�n�.
•1 • Yh.. C,UII�'"• SPACER
..
E I PAPER. LI 4TH 1 SH m 3�1 4 I d6E-..a 't• Nor r . OMIT mpwa
r
1 -''P, L (SEE ScHro tt I r : , ,F ulaw O.R r� PANEL tENC'nI j ViCaN P.E, ,
I 1 ON SHEET 3
1 Aen LIItST 1. ;SEE SCHEDULE EIerSNy4_I I
SL„AA`AlYON I ON L)IEET 3) ' '
ILA"`' 1
M GLASS. 1 I. ' GL/ss 15 1 <
.. _�___
--••yy4("" _-
SEE SCHEDULE I
I SOLI I
II UM Fd7fE'T 3) I OF .L. _. _. r - 'II Lai I F# Y'
I LIAR. t :.- �r Ewf. f- ' - I 1 )
I
, (j)' L I b1 IN I $PACER : F D� •
ED
EE ry. u
i, i 1 If2 Dc. MUL
(tl
.'3
I. /T
. I
E -
I r,N
I - S I I
« (Fort- , _
_' E
- , " 1' AEI• smn- -. «»-
6 1 -- A �, _
E . 1 0.
_ I
CONCRETE ANC•E)RS CONCRETE ANCHORS I
--..i (SEE SCIICOULE CR1
EGDWCK'OK't O'} - (SEE 011d
__ _ 0 TARE
` - F:DTL OIL . SLAB sNfET4 9 THROUGH aD) $N!TT$ 9 THROUGtI TO)
REQUIRED 1 '9i SPA[ElIS O Ocw VAt$i FOR
(AL _ _.
_
3/A, STING POURED CONCRETE ORST04 POURED CONCRETE LERGTNS PIP AND PAMCL
- -fit CONCRETE BLOCK
CONCRETE ANCHORSa, OR CONCRETE Ia.Ot.'JR
,h `' "" WAX LONG ALLMIPNW SPACERS
�•:: REquERE'O. orow.T+ 6k,
(SEE SCHEDULE DR- -_ EO __ 12 1/2• GC. (SEE TABLE /1 ON
_ _
` SHEETS 9 THWOUKN 10)
SHEETS 4 t , O )
GLIUNG AND FLOOR MOUNTING 1
I SECTION 4 cj�QN b
ISCALE 3/0-1• SCALE 3/3.,' SCALE 3/4-1•
,,MARIF"Nsts
,PA�iCf A:.It'�l'k'a
'&
J d
3 _Y} `••... s
: ( s FLORIDA BUILDING CODE (Non N h Velocity NMrficona Zoos)
0. 44167 ar cp0°d R#am .. 24 GAGE GALVANIZED STEEL STORM PANEL r'P
Y : Dow r
NOTE FOR 1111MNADON Of_ • j(-'. s * _ :T- cm.. / m/'AT/ynA
E.D.. WOE DISTANCE ' .0• STATE 0 ` � L L E C O I A c `` PEBBLE PROTECTKON PRODUCTS, LLC o.,z
(SEE SCHEDULE ON TOP & BOTTOM UCK)STNGS CAN BE %�Of:• fEpR)aP.,^; 6� y L TTSrtN« r ENI1eRa„Mc OAR: am A. .1 919M
I-� A Anw
N 9 IN IN AM' WAT' i SLOP ANY r "at^ .. R. ew Ir-r
O COMBINED 0
S ELTS 9& _ R 175
) , _ TbA PAX, W. - 7I
, nNDrA A '` V 415! m•
P,IP ItMH )AtY
INSTALLATION A AR,
INSTALLUT1aN, ''iArN ,'?I., . . ,Rt•TNO NF:
. I ,.. -
1 G-*"I$ - '
1U14'-047E /y,
%WTUA A TUB e a r STEP 5 ffi 1i
INSTALLATION DE'iAILS FOR 5ERIE$ OC1f �C t 000 Z HANG STORM PANEL 11� . - - -
INTO EXISTING WOt�C STRUCTURES
,, - . I, LT,s . -• .,
_IT I _r Y4�-s. • A' - -.. (an, �".• faAFADEC Y:NF PA..r-_��T __
J � RIKLI .N : w.X<
-. x '.tw.4Nx a`r u - A :A.1Fe G Ems o
'1
n f _s.
'•c:I+OC ENL'Tta-.* .> :� w [L:.[ '.AKAEA,I FIN.r,ea*rh
V-1.
�_,.- __..: ' I-'-�6'�Ca•i $ ♦ 5�'<. r., :r�l'�,. 1.' [C651'MIfJ' w00C '+E.,LEr
I/.'P-)IU13 '4'
�_+� Ms
t�`,Error 1+ ,+•
A/ m .3-
b 3 aA.
�x i' u
• a • AT, G"". Iorl
S -_ ---- tit:' O r. ` c,;
il L -
I ! -
- k i el
- sMI 3
..R„ s..K� ( N,
♦ 1y�
- I., - 'i _ - I "'f •!f' M„ ',*,ISAi.CO AENC"RATKN { I •' I -• EA LWI 01 �t
l d
�(�..J� jj
-I ,cTT G.rI. t ^)a A .- � -_ `z,N r-. A- ?I'D'-x.l,']7' 'T. Er`Tr ItIG AWe ,fAIrCM
T ii i
. rr w .a�n. 1 pT
4 Nc^I �R'roi
n 1 NE. 1 t
9'
EFTCS�•/:. M1
'1 -L.
--- __. .0-11_17
_ - �` *' fiAT' i NPT �A .X_LU'w'
tyj W.EC�O_gg 1,Er�Ep _ r-.i;
I � . � r
ITLO.AItFP - -
I ._ -
4 T
:.". � _._ ._._. �_, ,_ . � .mow ' .
..7 _ -
I I
C'L a+E6 € 3T'IA• +
V rl
-`4�- AIrP,R ,a M
- L-:
!
_ I m.a
1. I•' k" 11
"RA pxI ! ' S d f
Y SCNC• .1 ^..• .... __.._.. _ 5y
C
'I a C' 5is. I`ry, ... IiEFMRA,i10N -y
9 AI.I:�h tir:'i"r. yr, t; h:.R+S IM4.. wee Nf� 4;10 I i, - - _�.. .
t
. .1/13: [- N TO i . CN•P" �4NLY 1 ` �-3.-� - - J '�_- riI, •.
£'r yr ,,P ` - - - - _
-+,[,-purr, _
+
x . 7I5.11
, A' P :HAS^ . v,.-. a..... . ,II�'.
gJI H Rt�yl Alr W.
,, it L".' /,I1 i M 4. WEIk 1Y
_ 0'
�w`5E a,`a:ral 1u1�
I PP PHEW I � 2 ®: , f' Lw� T11
�
_
) f Upyo - __4 -"_.fir f x�- c:wit �so. cx�. � � o.N,fl o
I 1.1
e.. I i
) j r e f / T I
I ., l 3
Y T-'-sr-T - t I'
' �
_i
Az v _ - _ °
I � a ; - -r �G _
- 1 I +41-- I TI ) 1 l a RI,
I b
.:..°I_:•....J..,..,1 Ti ' g $•_ . _.--_-_'} -- _,_...I.1,. IN .,,. I -
f I r gy �.a-
I r'6"A•]/`.;. IT I
IT]
_66 , I' LPL - R -
I = .P,G N -, i ��' d 3
II i__ 1 1 -�.
. I I ..- r
�__ [
I
>;r [ ��_.-_'�.t2)
w , 14e,°'P.. rI 3I, He w' p 'I. VI , A nal,{7Y, IEHAI.I a (_,"i"
Yl-. -� V L-'.T YI'LUI Wr/ _ i t'..I- II 1 -
-�b'�./.r}/}5
'.•..,; •»_.x)�F PCW Ll#'[ .", I.c I91wr .i..,�._' ctla '•R I I '. a ,>i .-u
_
I 9I I
1 ,-_ -F X, . Qt.s a 4' , .- Ni ,wF .f' ._ .'..s!<- N L }- _. -®-... �.., ,. 7.,Pd \ I tL.KR.Y:PxN sE'r
1 .,Mn T"A".UiT., PEN?ran^#m • .',.dal, -11.1F w.r_ a1Y11 '.r-�..:i._,... ''+ tl y'd' 1 1>' �1G. -ImJ'� Q F �.,.,,.,. N- •.x r
I ua1p M YDX M"t IE Al 5TIf, 7,,I. IF A EMI I, , ;� +-x.. ,zya.ei,tl y ., LY} ,34' 1 _ a . r OF. 0.1
:S. #,•_11S 1OAT RrE 1,1S N tW.: Y'AT1rr i5'`F NG'TY. 'q rR'1 i Si! ,/e"Y-3^r3/.- Ise .! ` 9'frY!A '
ITIA-m/r • '- .W SILT •
• WALL IAQUNTING
,L � a x tN51 ,U� _ - -A---- I.s .c ..-.RCA-, s t. a- P ..I - i :' I_ ft-4 o r ,
♦ �.
AL,rT 1 Nor. a., T' t,C A:.`, r(NI'1r,Rr . w. I7 I .. .1 1-- XAOEO PL1('T.AIx' I.
I
t.d UNTi1VG ";I;� o1I TIILD Al».Tt�,�i1]t�12=Y1 � r . ,. ,,,C KI.1[, 0t lF I,IhJ.`°
'I"r-•-. 'A,T# I`'IV
INSTALLATION ALF Ir L.+A r, I r
LTERNATIVE 1 r`W
BU11b-OLIT MOUNiiNG
sct,_- 1 / <•- I' j
f�`LT14t{INSTALLATIONALTERNATIVE
: f'_ I �R1(OR TC)CEIisluHIlr�s 4`"W
µxA.t 5 R*'C A 1 11 9..-i� M^I J TCs .:+i'S 5<., It : .IR- >5 .,,+ >; .1,+. „f ',_.----?_ _'IrtlrC„y TERNATiVE 3-W
I
hx RIME �.-t-II 1 .w I: rEVOT".5 r. K- WITIl c,: t •<r �. 4,F .. 4, l•� 5.A,t-'A'•'.
N_ :.. w! S°Ft TIP, 1.1'A'P„ t? '. CP lruS.M� L'1M; :' Lgliy, IN ,�,(e 7/ I'
tC
_ F-LZRIDA BUILDING CODE (HICT, V9!C,0v HV,,Lcrl'*. Zoo«
! 2Q GAGE GAL4ANtZEO STEEL STO RM PANEL waa. Ifs
-£-,. 1 aur:F - cn.+¢cw Diu r r.�..:3 .nr .�.�.m -,+I. c,v.a'ctr .ir;..aw.rP •- �_* =
C I
r,.-.. _
l t :IN 7Lr� a.5ru�uTe-.., truer .a fI, L' I W 1 r !A,
t- LI-1
-TIT.
.:-,- -
_. lF! f ��- ['LQBAL PitOTECTiON PRODUCTS, LTC."" 7d
"' O _\
F TII• /� I s
ET C TNC IE
Erb a1e#,LATCN a s�cr�rs ALTEI'WATIVf TOP H Af3E'p tA'(TOO L , - C ; �, t /I , nor
f
TTT c A T`HOI�LI-CAH`A6 -D,t x.
•.. ccu �A 'L .., GSINDRION & ANCIfGO �&GATTON Sf q. j YU� I` I "•,� r.ah.. T. •v.+ a -�a �. %:,a 17Cr
L
=y
Ic.�fe,
N!••<Y 5. #r- a alr-as �T "I, H; _ ^ e r.fn - 'LI u. ry..r�•F-`®re Ya"°,*'4
I
rrl _ SR.aa, SCJr:uh�
.nrr v.
", .n9.R F4 _ _ ,-eIj a ro5 1, A 11 '^'T'-' -.-" , ii.13i _ rM.
.I Ire •J61r P.71 Y IY M.
SIK r PAN j Ltmu .A mm
dI-.LOL QR�Q7I411
VATl _13111 S._:Z12R-!%IF
MAXIMUM PANEL LENGTH
"L+- OR "L-" (ft.) 0
,A XIMUM .S.D
CONCRETE .;FOOD
OCSALK
.ACSSLft RATINKI
4,51AVI-VIONS 'I'
200
2'-a
F-0
P -o'
r, -e'
13a
JOC
ssa---
ro_,o
-D•-I
,a,-o•
y-4. ._
;O0
0_�
P•-A
e--A•
Sao
,
.
3'`A•
350
A' 7
a.-O'
50a
a'_ J
7'-/-
65C
A -41
Y A'
roa
7' e
r' c
750
_
7'-3
«-IO•
-
UTl.c
r-C
Q.-3.....
ADO
6'-0
6•-7"
......
.. _..-
_..
........
100
flog
30
3 6
SINGUL - AT EACH
END will IBAcn_j__;L "A5( Off
DIRECT MOUNTED AT EACH EN Re
MAXIMUM PANEL LENGTH
"L+" OR "L-" (ft.) 0
U4JI1tAM AS. D.
CONCRC'E A wow
DESIGN
ARESS� RAn4r
NLSTALATTONS t
2aa
,a--
13-0
30 -.
t2,O'
fr_r-
P C-4,
Io-/
- _VO
33 0
O O'
« 9 •
P-2`
4co
. -
9 a
3 t,,._.
A /,
- - AS.G
1C"
0,-,.
3 -2•.
sic_ -
_a J•__
S.-
0,
8-0-
,�. S.
-
-
IV
7 3
« ,`
no
2
s-4
_halo
v-®
6 1,
« T'
so
6 P
-93 o _
-.
3 Z
5 0
-.---
........"_ _ _
Toc�A
..
)-
I-1.
, ID-0 -..-
-.
5 .
"501
-
_.
4 t0•
-.,.... t o6 -.
4-e.
MHIW,UM SEPAµTIgh TO IG'L.SS SCHEDULE
t Mi.
,..-____,. ...- __
WIND PEED 4 ,70 +* ` `I I WIND SPLCO 70 P ,,
PANEL , ROTH
__ _
(-)
il"tCSTRAORED I mt!; aM:O uAE:A'RANED' RESTRkhED
3O OR LESS
1
-_ •
G` a 6-'/.•
-
I'--3 TO 90
1
1
7 7/2' 7 1/2-
- _.
1.
MINH/IIA/ PANFI LFMCT14 fln) FOR A GIVEN UOUNITiNG CONDITION
TOP
BO'TOM
0SP I H' -J•
L/OIJHa I IEAOE W ' t�LDER
I s-z1.5"p3�&-oW
0
ALE
°T'
TaAiN
P
.,I"
TRACK
, . W. S cr
•- ERECT MLR,N-
-
t6'
-._ .
3?' 32"
_ I
,___�;-
1_ 1-
55'
_ ..1
S0•
�_
! SG-
_
t_2_
i
32
32
41"
", 38'
3d`
+{ - S %W.5• STUD ANG.0
-
s rrx.
1-
...
55=
. . -
__�
--}
32'
y1
'-
i s
Air
HD''
1.__--..-
.;AID -EVE' "1TNC« __-
f t SIDE C..a'SLACS - -
_
T _
__
_ T.
'• 3d` : 6'.i ` -
a...
I '$6
i1 1'N1'.G"D`P+
Si
32'
32'
:
60-
m.
f. ,.
2/4 -y1/4. 3/4, 4/5. 5/5 & 6/5
h( 71W/6, 2W/6, 3W/7 & 4W/7
W _ -. ANCHORS (SEE SC CTi VLE ON 3. MAX
;. � y SHEETS 9, ltl LIT) I' MIN -
__ _. _._0._ .. ,_ o , _..,.,. o
1.
�• 41 Or p'R I . 17- 7 ,II.'-'_'- I-- T "T �. i �....._--f'-.�,. -: _.. -I--
1 ! 11 1 J_ i _ I ° J
I
I I II
, I i, _ r
I _ .E
I-
i I 1 PANE IW - W 41-20.T-..
, UNBOL.TEDD PANEL$ 1 BOLTED PANELS /
. (SEE SECTIONS AS § S LL5 BOLt W/ • EA OV! RL.AP
IAPPLA.ABI I) ' (SIP SECYIDHS AS AIPUCABLE)
I
. , - - , C, P
I I
I I
D-M..0_ E0. _ - - - I
{0 O.r � - 3 A4AA - - 3' MAX - I
I"N 2/4 1/4. 3/4, 4/5, 5/5 & 6/5 I• NA`
tIN/6. 2W/6, 3W/7 & 4W/7
-.. ANCHOR$ (SEE SCNIXULE (,. SHEETS 9, 10 t11) -
REGULAR STORM PANEL 1-' ELEVATION
2,697• N t S. 1/4' M. GAP
p+: (Will. C742i/1P -1 WHOLE VA,Lff) --
WRY GAP 1, SECTION A -A 1'',
TITS.
MOM,
D(1) L+, MAi4NDM ALLOWABLE PANEL LENGTH FOR A GINIEN P(15TT.VE AB-D aL41GN LOI
L- g"', ALLOWADLE PANEL LEWTH FOR A MY" TEGAINE As.o. OLUGN LU D
u) PINDUD_ o TO DIT'DI I E MAXIMUM PANEL UNWTI
LIEN -+Pj3'MIf ASD DES" L.Sr1, orr"i ew 1A hot PANEL LFNCTH t.• FROM SCCHID"LE_
GwEN a FFEGAIIVE .5O DCSLN Low. DRERLWK MA NOW PANEL LENGTH %- rROM SCHEOAi
FPO,} ARFROIM HLt-}M1BLE PANEL LENGTH Is COLIN. TO Tff MWUUM OFTER NI41D PAM LENGTH
R
HE-Twm i AND 'L-'.
i
ts) SC .-HEDUL• , ,MOFCW Net. PANEL LENCgm FOS mOPOSITT OWLA.T,AT4NN
I t WSIALEAFKAIS ONTO NOJD ONE LAM TD ,, 95 0.91 MAX A$o DES" RAEswRL .__
a"', " 'S 5. 10 a 1. rile MA[ Also iN�Pf LOADS A MAY. PANEL. LPN[^'+$ fDp
'
XC11OW, -H SPACTW- IE IrSEO
J�
` L' 'IS '. y FLORIDA BUILDING CODE (Non " h VelocityH,rrricane Zone
*
44157 ', E
Fms Cirtco..I
24 GAGE GALY&NIZED STEEL STORM PANEL
F''
W -
07
'
TATE ` °= = `- _
, e o Ilwe \
GLOBAL PROTECTION PRODUCTS, IC
a
1. .
Ie60 5.N s, 1PIIfLT
` ('f
_G\� Ip^ ,-
.r- QRN4r.i-,si _=-
PrAc TWAINm/-75.A FAA (.«.)AW"m
20-175
r
_-
a-.P
r
IT if, ON'IA.E.rrY't
wMTU A. `RAJ 1EL,T Air P C
•w I
OW ffi N
._._, _______ _----.-------.-.---
___
INSTALLATION DETAILS FOR REGULAR PANEL ' 1' - --
iNTO WQW_ STRUCTURES
!
I I Mi+1. T ......__.1 . !
j 1
_ ._.___..-. _ - _.. g..- 1 SEPARATION I I ,_
I< -- --
-
sc`�r�uL
- (SEE°E°s wz� ON r., m., i (sa ; ai. 2w,
SHEET 1I) A -. -y63� ns,,,Ear rsAa «wn 1 OH 51E,Y? 3) I sx , A
W e«"' aE A"u
N
i
{~' T _I I - Y ,. i =,u ear.4y
( I` - . I 1 1 i" YIPI
1 I s ER15nf(y-1 IN 1 f PAr¢I. /CACTI+
F ! 8
WOUID I. AlKP 'Z') AAOOO ANC-00's _ . y._... ._ 1 1 CLASS 1 I I (SEE SCHEOULI
"
.SEE SCRIP' ON' A
I ( �.FA r ° 1 ( _{_._ __r, '. I. _ :! ;' ON SHEET 16 ON
'L lE. SHIFT I t) { ',1:01 Y I SPACER
I ` 5Q7t
.- _ _.. i i r ..._.
It/2- I ,0: SPACER 1 1 •�
I a Y-
...---.-- WODEH REAE.LR i A �-I LVOGTH, -1 1 -^. , IIAI
EQ _
! , I REQUIRED .'� War I _. 1
_ _
L 1 C
to_
I
- 1
-_-I
-!
MA# LONE, ALUPNOW SPACERS. • I? 1/2'
l f
I__,- (
1G�C fig,
E S,% G C. (SEE TABLE /1 ON *SHEET 11.)
{
I ARA 1 1, 1,I 1 I R I SEE NOTE .. BE,014 FOP LIMTIATIDNS FOR
Y 5E3"ATfAT#DN € f - 'L• MAX I I 1 7' AIRY I ) 1 1/2' LONG SLE(VES-
R
I� t0 -cm I 1 P.NEL TLLD I ) I C PANEL LING;!
1
(5L4 SCAM`+UHF ) I 1
j 4N S,,LE 3) i I ) (SET SCEr 1)F 1 i I ( (SEC SCNLOLK6 I
1510 srNLET Sj a i Y ON SHECt SD PARE MAt:E ,HEEL£ ro OR PANEL MAIL
_
f PLUS. (SEE 5CRC0UAi ON SIITC t 11
( �+I"4-;g!' I 1
E
l �at IO I M. 1 I I
s $
1 } 1 tiff � NAp I S(PAPA11OtN 1 1
1 4'
, W STING w
A•ET:Fr I 1a7C4'"01}A $ __ Ui:[:S ( 1 h 2. EIQ4
--�
r;.ASS .t°- ' I I CUSS fstf `s•_`rEDUIF - t 1 ?,:LTC REInrErLD
51 J) I -,-
,N _-
I DIRECT MOUNT W,L SPACER,,6A
V
r 1 E 2W
ALTERNATIVE
i I. ,:, 1) - 1 - ! I 'I SA SCALE 3/1Y ,
I --
1)
l SET 'ABLE /I QN SHEER - FOR wLt, AnEL L5'HTHSk
SOT. , I y s :2 1l:' OC
VAX A.S0 OESXIN LOADS Fop r" IN5TAI+.AToN
I
I F f vF 1' t t
.
I I Y NOV, EO NP ,
F ,T. )
1r
.... I . I1._. _.., _ .. ____ -
I
T!
i i wV W ANc *JNs k %k :�5
I
EO - I __.� I I j STACGERE-D w! STUD
-1----- - -SEC SCHEDULE ON y.¢p TIA KAr eC , I/r rD1A s:
12'.4'
(1) WSPILLATON 6 ,.FETED TD A UK sTOR1+ wiN 11#'-R"
w" 4 ... 'i. IS:( ,z. TWO MUN AM HOCHI (7HW N A R4* MCrIION rAOQ ANY �'
1 PLATE P' JIREO WCOO AHi;HOPs - HAM M HFY.n OAWCNtLr INDICATED OR SHEET 11).
' STIrG,ufRE31 W fp ' ,NY 3aMAAaN 7B LLILls .«XANb ..- �D
�_ PLATE pE.�, '->E• C2) MATE«ADI.L[ d 0P
i (SEE SO4n'II.E DIL TONG AS 1HT FOLLOWING ODNP7IONS OPT -' - nIN1. W. PLTE F SWILL dE SP.Ifitt14 mmummAry AT oc I
/7" O.S, II°KS1f NILIYR'0 ON
! II '.CAM" "• L*OPGSD OWN: coo rI A $ESMKI" FROM f2 1 /A• ALLOWED
pet .). �i
fl) IMINAA ,L60MfA PI1E851e
#.Ow 4 .P., -46 PAI (31 AAA 2. CIA" PAIL III- A LAPEL 10 K• AT AY OPEMAr, f
i
bIRECT A4DUNT �1a c Per 1oN FROM LAaOEa PAFaI Lt1P.TNs ALLLRTP OR I
/� F+ �i
- C7} WPwAA.w SIPrIW PAIL LFHG,N 3 ALL_ 1.pe13NTiNy
Pt' L' ,y/
:I.. I
III
I
ff
• � � [T ALTE N_ R�ATIY, 2W a4l I ,/Z' Low; VAOER A"AROTT To !«A swl ac A$ NNUM of
WIRLL�DL`(."/SING I i3) OTaAM PAKL WET'AL✓uT"w Is wtr or a Ars• toNO sro oA, $ ONLY
SCALE 3/6-i' SHEET t INSTALLATION L
rHEE FOR eNP II.F 2 AND ON
I ALTERNATIVE I aRo AN C%WWG wow TNaME WALL I HO,7 rs Mom M A
SCM 13/6-'' (<7 AerrALAaorA YAAD *WT MO VINO i [ HRe VM LA AM ',( II72C (7.I EOTT17N) o, ,1E FLORIDA
WRONG COW
TO.Cl. 1. 7 Al 3 PER ARAI T F.NII
,LIRE W
i�E� A. YIC( - - - - -- - -.-..
t * _Arr -• 10Eq ` ✓4`s
_ -- - r V `se I% - FLORIDA BUILDING CODE Non High V•loci Hurr)Cons Zane
- 1 k x 'N ARE V ,r '' F,A .__. S.'
i.OE[_&�4MAIf,IdTl@N_. F:_SLSLCt$(E5- taTrA..EATIu f CNY 1 4-e ., A .1 NO° 44167 ': 24 GAGE GALVANIZED 'STEEL STORM PANEL I-4rDESIGN PRESSURE RA7040 (4-5 0 AND PANj. LENGTH= RA AttED. PAIr
Tt
_
k- - - 'E - ;if-F Fc ,; 'A AS LH_O(L _ D.Y .H_Li 3 _%t.L6`T -:)Rs i3aROM MULN7 ':ia .. N �t _ � 1
a'n,,n
r-,�
14I�c IN .AivT WAY _10 Sul- ANY IL71RNI sw') :., STAT£p�- &- 1L EE C (� ''+ If,��Al PROTECTION PRODUCTS, LLC.
T JF -"
. (®R!Q- ' TRL14 lsST., RYA CNOAi[Y- I�FMp C'OMp'ARY. fa00 `1Jr. 5+ tL,EEr
;. FfjH NE1Y wOC'D'� T=PP,YC CC NSI P7 UL^IFjN- Wppj .+�� �,Id�.� CAP'SaP m •IW.. ANeL.. w xr*A� bAMC � 333,.
,b
MCMBEHt, "O BE SOUTHERN PINE No 2, W/ SPECIFIC 11, , �'(-Lf�_`. ' gam'• ` c - Ztr,-Iv {{ _CWT i+=Jlwo-F:»S FFa l9ww�-•7E, I 2@-175
L--•
DENSITY OF 0.55 OR EOLAAL. ."111"' ` %'T„� CAIxsc«71. f ••r P^`�_ -
--- -- -f. •. hilt r. I ep ,r •w fD ,
--,......._e_ --___ --"_ ,- ..,C7 WW . ffi to
GENERAL waTEs
MLNIR Rf! ■At IIAT SIYET/ \ h IMIIW:low. W1r, (_) a +.NSIW_.Wp^i, N' 2tgt&-IMAI1•-+._nA ",..i1..1$61.,.
1 STORY PVPdm S•IOwN ON TAPS PRODUCT E•WALtMWW rOC' Nthy (PLO) "Ag BEEN VE:RW'WED FOR "CWLA,,VU IN AC':CZQUWAvCE 1 4-e TAPC"A ANC.RO"% AS MANLFAMOPEa BY I i w BIATLQE'A, IN'
1N T"
W HE 2O20 Tth r IM 9 "T NOT N T A7 N E[%TON S8 THE FL[R% tPAERNL CODE TWOS ORN PNtfl $HA11 0 BE S ALLED HtlG
S 1 la P P A T AMCREWS FEMALE O AMID NKUMTE INK-W9RY 5 YAW1F R r r / IT.U'$ AC"U ®B ELCO f.'UNSIWK. N)N PfKlOilC 5
IAT.LDCITr NURIRRJV:E ZONES lM1MP-.TAU / OROWAFID COUNTIfSi - 1 j 4'..,h' SCREWS PER N D 5
DESIGN ;LINO LOADS SHALL BE CFTERMNEO AS PER SECTON 1609 Of THE ASOVE MENTIONED COOT- FOc A BASIC WHO - 7/16`6 • 51W ROCCO BUSHING, AS D%TR'*I BY ALL P(1NT SCWW BOLT A SPECLALTY CO
SPEED AS REQUIRED BY rI E AaRLSOCn0H1 WHERE STORY PANEL WILL BE I.VSTATLEFi, AND FOR A DwCtklkkjrf FACTOR
KD- - I-16 , 9 4.85, LLSLNC ASCII .hA SIW,L NO £CELL% THE NA%ARJM LSO. EiC".IIOII PRE3"'a7dF1£ RRPvlCS N ATfSI 511
EWC LTHI EE'S C I MINRAM/ SA I T �.,- ^• Ff' ( A ) TLMALE CD
MU APDDO OF PC ANFJ1CRS SHALL £ l FNA3 LP PAN ON B , . ELC'L ELWIE 1•LU5
t^ [ I ALE it)ATION
3. 9 T.IkN A 7 k AN D p PIW"K.LLYAL.E FE+AALt
N R 4' RI T 9t n P T_1 G ORDER U NE W'/ THE A)WF COWN OH, ULTIMATE OiSNiN W9tb LOADS IX'TfRW74F0 itl ASCE 6 SNWNL R- LWS•
REDUCED TO ASC JESION P(_.SSURL RATING BY MULTIPLYING THEN B• 06 IN ORDER TO COMPARE -THESE 1r/ MAX (AS G; =1) NMAwIAM THREADED PENCtRATRAN OF LAC SCREW. (NTC THE WOOD FRANCE UW. SvVIL1 BE T 1/2' NO W- 1,4 %
N T P OES+O-'RESSLI YA IW'I SWEETS 3 9 IPRM T^ ! 17 16. oCHNETRA KT„I KiTD STUCCO jINr4,1 t AS PART M a[ WETHGS
Ep 9E CONSIDERED Cf THE SCOURED THREADED PENETRATION
N ORDER r4 I:R,T1 LIMIT ANICLEllrS ON 1N5 PLO A5 rESTED�WEE[ NOT OVER STIiLSSE1T, A 33Pt INCREASE IN A. uwABc r.
W.
STRESS FOR WAND LOADS WAS 0TI'E USEC RV THEIR ANALYSIS FASIEWERS SPACING 10 WOCIJ HAS BEET DETERMINED IN C.3) U"WN4 (:DOE INSTANCE OF LAC SCREWS• INTO 01000 SHAM RE'..AS "LIIC:ATEEI IN 1114IS DRAWING
ACC.]REIANGE MI" M D.S 2O13
STURM PANE, .$ ALFOUACr rCN IMPACT AND MIN RESISTANCE ,HAS BEET. VERIFIED N ACCORM7IGE WIT" SECTION IMT: OF C.4) MINIMUI, PEW-TRATION OF WQQD BLr.HINC SIIL 9E 5/0' 1/4• a -PO 5CnEW5 USED SHAu BE 1 1/2' LC.M MINIMUM
St101A.0 STUCCO '% :' M N
A M f• "4 1- I AN t ST c LSt, rIEIC RANRLM f4R TNLLS Wt 11D STUCCO
JIQ(T4. aICNT1LNEC CODE A5 PER AN'AC7AC�VN TEST LAB QF 50M cCIRNDA O 4 4 ? 4tl2 �-119 AS REPOR f
CIERT)d
- sT AND t ,: ,_,
' Y D AAEIONS T NC 7A REPORT
U 0 PLR LET.. A5 I
k AS1Fo C 3nt-S, A7ASS
- -� 5) IN CASE THAT � Y' Y P F
TAS-2OT VA TE ANFLs. RUCTU OR BE BNXYD {%+ THE E313TNG
IAA ZO PER. D IN DANC 10
VAS-2Q3 Pp'r"iO'2L5, A1Ei AS PER CAICUtAA(w5 NB1FYiR1AED H KCr EAN4:E w/ SECTION IfD4 CIF tNp ) A FfSHALL STORE. [W r'UGO
TO REACH HIND SUCH
,I OR1DA �IRLL7uIC CODF WAIL- ArK.e0W5 �L � LpA; ENNOU611 TO REACH FtE A1AH SiREICRlgO BEHIND Sl1Ck PAYEES
U,,
ANCI ORWA S1W.E BE AS MENT,C.IFO IN C 11 C 2) A C4)
Z AL; A. UMNLNM EXTITUS7CN5 IO RE SO65-16 ALLOY ONG HEMPEN (UiLE S$ OTHEITMSE NOTE7) SEE SHEET 2 (D) ANCHOR'•§ SHALL BE: INSTATED TOU010IN•:i AA:. to' I16 RECOMMENDATOONS AND TsP"- K:A1KAVS 01 TNT AACHDN'5 .AVNVfA,C%j RER.
3 AL. URNLAO, T AL US1D AlCL17SURFS HAVE 1 - < AL FLEE YET SA,ACL VC 3 05 Mi ALLOY B FeN#1.5 WAY At.i,6 BE RNSTALIID +101�ONTAIIY FOLLONWIG ,INSTALLATION OLTAA.S SHOWNOlv SECT10r: 1 T1wMLN'.II 6 (�x`€f5 1
1 ALI -rTLL St<171 METAL PAAHCCLS 1•Wt..Ai'F ,•TRUC1U(W QUALITY S1EE1. ASTIO A-653 L40M ft MINIMUM. 4-60 GA.JANI,'EL �HAIOUGH 5) EYCti - tHAT NEAX.R9Geia $HALL N01 K USED.
$t EEL C1t9FJIA rEAI w/H7 922 .A, (AFTER RCEIfD) P IT 'OA'_L aC THE RF'SPQN3TDIITY Of T11E CO+ATWSTOR TQ WEPW THE crll -I or T,+E s^7,ilX'T(WE wIfERL SHEERER F IQ (•
5 Ali. CW,WS TO BE StA1NLE3 VEER. JD'00 516 A51 SIPIES OR COPRCSION REsA"t'.ANT COATED CARBON SILEL AS PEP OPT ATTACHIM TO INSURE PRODDER ANCNORACE. TOM SNUTTTR SHALL ONLY BE ArACHCD TO CONCRETE. BLOCK OP wow FRM*
9RLIKDWICS
50018 All 50 k€ BELL STRENGTH ARID SIC k., TENSILE STRENGTH AND SHALL COMPLY w/ FLORKIA 90"NIG 0CE SECTION
2<t" 3I.. ,O EACH REGIa_AR 51OW PANG WT711 LENgThS OVER 90• A5 FAR 5ECRO-N5 I. 2, •, .. 6 AND ALTERNAtNtS ,W, 3W k 4W ON
4. 5. 6. & / RESPECTMLY. S11L1 HAVE A LECTI AND PI NiTRU( MA1«SNG IHSTRUCtA4, OWNER 04 TERANT to
6 BOLTS YC BI ASTIR &- 307 C+LM7AZEO STEEL. OR 'd51 ".14 SEW S 51ARLE55 $1EFl. Went ;b H!I MNRAIaM YCLII STRENGTH SECURE
SECURE PANELS WI APPLIOCA&I RENFORCiMENT DURTN(i, PERIOD$ Of "tA*CANE wAR'ANG
7 ANC71DRS 10 1YA.3 SMACL BE 4 FOILOWS t I THE 1"StALLATICH CONTRACTOR IS TO SDAL/aALI= ALE 5'RUTAIR CD4I000I EDOLS WI -CH KALI W CONTINUOUS CONTACT WITH
THE B,ALDNG to PREVENT OW/RAP, -KNVSNDN
/4J T�J.,I'.`''!•t� Pa{J�Fi:�tYY9f1t
- 1/4-0 TAi'CON AHC'H4R, AS MA AAE"T,ARED BY I 1 w TDALOCC. 04' ftt" I t..3192 P.a.) 12 STORM F•ANEL NSTAL,ATLDf1 STALL CLAIRY WITH SPECS NOICATFD IN TOOK MC DRNIPLUS ANY BUILDING AND 1Cr+fdlG REGVLAT;04S
. 1,'4' I . 7/B" CALK -IN CHI A,, WNUIFACTURECI BY OEMAL I INC PRQWMD 8Y THE JORM'DOCTiON WHERE PERMR ,s APPI'TED TO.
- !/a-4 3/4' S4YKI-5TT ANC-ORS.AS p15TRIBIUTED BY :1L PUlit SCREW, 7EILT A SPCCMrkiY' CO
I/-t1
(WN ,- p.f,) ,3 (.) MI5 PF�ao'7CT EVALUATION OogteEla IIIED ) PREPARED BY THIS ENGHEER 1c I'.E!'OW AN" DOES TAS' 003VTOE wtORMAti0k
- /14-,n PAIIELWTC 1-..( IU A PANUMATE PLUS ANCHORS, AS MANUPACTDRED BY FtCO WWS RUCTION PRDOa[^S. FOP R SPECIFIC ,NtU.p'CT, ,. w wrlfRE T+E SITE C+7MORKY/S D€1PA1E EMW TI+= P E D
- 1/4•0 ZANW MI AaCIORS. AS MANUFACTURED BIT OEWALI, INC (pj CONTRAC70R TO BE - TOR THE SELECIIIDN, PURCHASE AM RSFALLATKIN mOCL.T�F; LITE SAFETY or T}Ne PRWUC
A ,} MNA/UM EYBEIIY(M OF Il1/KLAI ANCt10F1$ NTO POUREC OONCITETE f 5%4'. 2` FC1A ELEO PpyYCLMA"E A�11} ..I 1. TNrS PE.B. PRONDED NE/5NE DOES "I 001,111 FPOY THE C•ONOIT.S DETA11. O7 D#5 EYR.UYENT
�S�%t.
. r4- FL,N 00105w.LACTIOAL SAFETY Al SITE IS TIE CQNTW,TCR S WSPONSOUFY
_. 2AMAC NMLN ACTMOR5
(<) THIZ PRODLHT FVALLV,ITON DOC:JMENT WU BE CONSIDERED "ANIO! IF WCO-FLED
KIT CALF N A SOLID-VI,NCt"LIRS SMN U. (N EMeE00FD 7/6' INTO THE POURI}> CONCRETE NO EMBEDMENTINtO
STUCCO 5 ALJ RE PERAYT-U3 1/ 4' 4-20 'SCREW$ USED $WALL Of I I/?" LONG MINIMUM SHOULD STUCCO LM'A (RIM SITE SPECIFIC Plkaltr1'S SMALL BE PREPARED BT A FLOAACA REGISTERED r.NG1NEFN OR ARL}g;'FCT WHO++ W4j. BECOME PIE
ANC I' IAAUU FOR WALLS Wlnt NO STUCCO. AND MAY Of HEAUEO SCREWS OR ALL 1'411JCACTED SCREW$ w/O ,ICAO. ENGINEER OF RECORD fE O.R ,�" TW PROJECT AMC WHO Wlt . Of RESPONSIBLE FOR THE
&,IT WnH WNC NUTS PROPER USE OF THE e E 0 ENCdNEER OF IFECOTW, AC1W. AS A :FT_ GATED ENGt4EER 10 IW
P.E 0 ENIR OJER SEAL_ SOBMIT TO 'HIS TA" -RR TNI SITE SPECIFY DPAVAIMGS FCR WS ALW
A 31 IN ;USE fhAT PRECAST ONF. +';?[CAST 00AC71CIE PANELS, PAVERS, STUCCO OR WOOD BOARIDS BL FOUND L3N T-1
EX6-A14 WALL 04 FLOrA. AMOURS, SHOD. OT LONG FW*111- III REACH nit MARE STRUCTOW BEHIND SUCH PANELS (r) THIS PEA. SNAU BOAR THE D11TL VC OHKAWL SEM AM '.i,NAIURE OF T-E PROFE!,SKIPIM
AAC:HORAGE. SHALL RE AS MINTRINFD IN A I) Am N A 2). ENGMLEP TN RECUR@ THAT PREPARED IT
lB) iTy' -'`I`A'AF'1= ±IN_; -DO 14 S-U1TC11 WN+yACTURER'S LABEL `.TAU BE LOCATE.^. ON A READILY V OLE LOCATIOk AT STOW
_.,_ .�-L
- ,/a A WAON ANCHORS AS MANLdAGTIARfP BY , T It 1II,_ETE%, TNQ-. PANE. &*LMER IN ACCOIE,^AIA;Z. WITH SECTAAI 1709-97 OF FLORIDA BUILDING CODE OE LABEL
- II'< « a 7/B• 1;wiA-IH M4C7,OR5. AS WNUFACT'UPEC 8Y IPF,WAt I. INC$AILL BE PLACED FOR Er1E'RY' OPENoN, LABELING TI) IgOMPLR WITH SU''Tom 170991 OF THE.
IfU,LDDVG LOOS
- 1/4'I A 3f<" SOLO-'SE'7 ANCHORS. r5 MST41@1NTCO Br IR.L POINT SCREW, BOLT k SPECIALTY (�FLOp10A
- /14 SO PA -MATE frMALE to AND PANT111I PLUS ANC�M. AS WNUFACT,RED Br ELCC CCN<TR1n DOE. PRW.aIHIB■Rtl/Tnh
_ ,. r• I iAAMIL� fUeUN NrCtrG'PS, 4$ AAANVFACTURED Bf WA�1, NC' AH��t ILK t:. r14C
,*� 1 .. /
B'-I MwltwiJ Eitet.OMENI C`F 1MCON ANCHORS, Fito PAAWCMsMS W0 ZMNAC N"tN "CHCNTT WO THE kUANI '`1_.
J, 'S RORYDA BUILDING CODE Non High VelocityNurrYconW Yon•
6tOCA VNO S„A, I I f." S ,.
�1,�F�,I•
E+CI CA), a At SOLE) A -C)RS SrW.L BE fUBE00F0 7/5' 1•70 -4 CONGREIE Stock ,-HID 140 YF71T'IATC,44 B7 s .Ysoo ~'a'P. .c 24 GAGE GALVANIZED STEEL SiORM PANEL �-h..
m
SILICCO StIMt OE PIRMITIED. 1/4' 0-20 SCREWS USED 5KALL BE 1 1/2' LONG MI4ww 5••OVLD rMSI- *
AIN. " MRNAUM rOR HALLS WT. NO STL,•-Co =", ` -`� `.�,.. 1.
STATE F Ol LOBAR. PROTECTION PRODUCT'S, I.I.C.o,
� LTLIEC'OINo ? .:
ff
Q..I ,N _ASf TEAT PRECAST STONE. r* PPETA$` WNCPETE PANE!$. STL tCI OR W❑DO BOAR 9€ FO . A1QRI � � 'nLs t-.. k LN«N_+=CQ=a ! .b»S. .++ IxwmP
CIUST`NC WALL. ANCHOF'S SNAIL EK LONE FIVOUGH TO #E.CH 'HE WIN STRU OURS RLNam $UCH PA s-.•��+� W. >� . A- Av,A
�S` "•.. .InI« Ta.1A..-Ytw .AA. .l.i., 20-f 73
�!
"�,. TALI «.-.-. m 1
AF•:HORAF„E SHALL IE AS MEN"IEE P4 8.11 MO ;N 82) -ft /ANAL. .e..s M.. aw-.c Nw
cA-Pa.a7,. WP.,.. .I.
hh,n/N111 - PE. WAtiviii tum./C I W YE. A TRY! PE 'IIF ar.."t
,N wrLlf I y IF
INS T
LLA UW DETAILS
FOR REGULAR
NEL 1 )
INTO PO!JR. DD
CONCH REJE 8
CONCRETE RETE @LOCII�3UCTURE5
E
EXISTING POUPIED RiE
..OAR
W1a:RETE ROCII
CONCRETE SLO I
1 .
AEL`+.•.AFD
GORE" ATROHORS 7a .
CONCRETE ANU'HORS
(SEE SCNCDU.E ON ; A.(SEE
SHEETS 9 THROUGH o v/.
I
scuvx .L ON
SWEETS 9 T1RDUD11 10)
�
EYISTICONCG1::ETE opt
_ 1
CONCRETE BUDL7.1�`IVstiat'�j
IPEWACD
Ii!%
:'/2•
EA/F4•
If4.
t�.jRl
R�
• �E._
I+A1E. .. .. _ _ _ I
MAX _
fi-01
- _ - CONCRETE ANDWORs .r
- _
I
CD
(SEE SONEDULE DN _ < 1
SHEETS 0 114VUGM 10jI
11'.;.
1LC
: f,,:�
T
i
�f,'`
fQI�
:FBI
I11
II
, i��
, : Lj'?, �, ."
I -
.. 0 1
`!J�a0A
�
� I
1,
�
;--
I-_. ,- wi... IA_ _.E.
'
( _::, Ufa i L�3���,•-yya
T -
p/<e-foil•
LFL
-.^.. ..� :gs 9a79 R
.11 .:
f O. , ...�
I I I�
I
I '
I SEPARATION
- 1D GLASCHEDL
E%IsS1NC� (SEE SCNEITLAE
Ala Ia1
I Im FOR ran
- I ttimm ow T�
� , t' Nor
A JDMAATWN
TO GLASSCHID
i
R(SEE SCHEDULE
Era Tom _
•
I ,amm (R r�
11
t
1) %�� -� ,��.
1 I
1
GLANS t 1)M SHEET S)
1
I P9AE.1 MFX,1H
1 QN SAfEF 3)
,
-. ..
A I
I
-° I (SEE SCIEPLAE
1,
"+
1. MW, Them SE.PAYUIION
I 'L" MAX
1
I ON SHEET 3)
9
9
PANEL LE/ GTH
'I 11 CSEEA SCHEDULE CLASS
R
CCRK:pETE ANCHORS 1 _.
I
1.
,R
R
_ {SCE SC7IEtRJtE DN 91AET J)
(SEE Sam"
(SEE SCHEDULE at
ON SHEET 3) i _ _
I I am $Hirt 3)
SHEETS 9 T1/WO,,'n Io;r
�
I ...' II
I -ter"'
E°
E71LSTl((�,-R
�
I ,,R.
t
Y
SL
OF '
I i
GA SSs
R
I
T :
I�
fALS11,K1 1
- �
r
' - I �r
I LIAX
t
C1A53
I _
1 'I
L.) )
Er
1 I'I'R-7011-
NfrO 10.W
f OF
:
I 1
11,
,..
X
%,
E D. 4
..
I
1
Co
I
I
CD.
I
CCWCAETF
1 • 12 1 fS' O,C.
t
.. H
1 fr.11• . IPPeP REIN
• WA PALM m -C' " m
CONCRETE BLOCK I
I
CONCRETE ANCHORS
N.7 !
- __ - )_. - 111 aVrw «-s, lct.. .MR
�L-
'1 t/Y to
aEDLA1YED. ,11�
-
- (SEE 5[IrEC1R.f ON
SHEETS 9 THRDUM tO) 4-
_ .
1
'
1• Yln _
'. ';
w'/ (31 ONLY YANC4i SOUL
5ET k CN.M, AN '..`
LEG COATS
li- LET LNATE ION
C-<
r
r'""•r
i,4-
LATE IIISED k w/ WHO,+
Dti
ALTERNATE CONCRETE ppIIS11RIG POURED CD7E
._
CONCRETE ANCHORS
An OS
�ODI,IrCFiEIE
OR CON"ISTITIOCIPi[T
REQUIRED.
ANCHORS OR 111fE BLOCK REQUIRED.
STADGEWl9 W/ "
(SEE SC,ETAAE ON
(SEE SCHEDULE` ON
9 TNRDUfrI 10)
SHEETS 9 THROLOYI 10)
BUILD-
! SCALE 3/8-1•
OU
W aSECIT 1 9112
SCAR 3/9.i•
i J/
SCALE 3/B-t•
E IS
I
G„ IIIHRRINA
��1ERA, �I
. P
.r
.• ......
'
FLORIDA
BUILDING CODE (Non High Veloct No
I1010 TATLm, INC
one Zon9
F-D. • EDM DISTANCE
NDTL FOR COMBINATION of SECitOdS
3 * ':
m
*
24 GAGE
I� E�
GALVANIZED STEEL STORM PANEL
PROTECTION PRODUCTS[ 1.L:•
ow w"N
D7/V/lmo
(SEE SCHEDULE ON
1
9 A D)
TOP 4 BOTTOM MOUNTING% CAN Bf.
COMBMLED A ANY WAY TO SvIT ANY
tHSTAUALTION.
`A - __
:L74.'.
y
4 F '`•G� //'tjA�+I''L!-P
yr'h
ENc
t Poeit » IIIW«1SWEETS
eP, t..- eAeoHc A 3IrW •ALW. a 31a,4
M:i. LWM r -11A A. I aW 4N-HY, .,RSA[. (TA.111M-75N. rA4 [4e17a11-Rn,
IWa
20- T7S
lQ I
C.--OOM `IP t�,MP
-.
lun w
FIIyN1- NAWE/MA
WMIER A taut Ar., PG
u,t-n1
IIRf . ffiN
-& -e
a)
a)
=
Cn
-Cu
�
U
N
O�
'0
L
�
=
0
a)
0
C
cu
-0
11
.co
U
4CIO
_M
cu
N
-0
U
Q
_0
C
L_
L
-=
0
C
5_
C
LL
I'CU
C
C
-0
CU
Q
"n
• -
C'n^
2
1E=J
O
CU
ICU
..#..a
-0
�
.C
V /
z
Virtual Review ssist, Inc. ✓ Ti
Plaview comple d and approved
cnmTljaice with the 20 FBC 7th Edition:
y ebra Anne K hr PX2300
for
FINSTALLATION DETAILS FRREQULAR PAN 1; INTO WOOD
LEG
4'IS• («9n.) E1<MSTBIG RXM _ -„ -^1 - _.. ,- _ ....TOCw�IlE
_
SEAM REBUKED. Smx'Tt" i
AOEOUACY OF EXISTING WOOD I,...-•-,
BEAM TO BE CERTIFIED &.1 +
iE •-- E5
REOSTEMED ENGINEER OR -'.� /
ARCHITECT PRIOR TO SFRRTLR V.QU
NS'ALLATIDN. WOOD ANCHIONS' ALTERNATE WOOD AIIOIORS 1. .. 1' My -
(STE SCHEDULE ON (SEE SCHEDULE ON -1 _ :. �/ a•.,• Ro RA®Q ,EAe
-�-�- tE• 9= m- IV" CA
�"..'+•
. SHEET I1) SHEET I I) I , -� - ve 7Q.T• u .3 R/ HMI
E2 ti 1/2" • I7 ,/Z- aC I
I J 1M/AT. WOOD HEADER I' J 1.12' .� ---... - - -. _ -- - - -
- .. I I REQUIRED '"--' ) 1- ".'►n,• t
4"
CatA55 '~:./ 1 WOOD AkOHM _ } I I w F 14- D'cR
7' I4�. 1
1 t (SEE Scomout I* I
t ASH I
1 t,� 1 : SHEET 113 I '^' +
FSEPAMTgN l• 11i)
[
1 t 1 R'
01ASS.(STE 1 . T I 1 f((
SCHEDULE 1 1/44•]0.1'
1 ON SHEET 3) N es ICtLN w L MII SEPA4A710N TO LASS. I
1 I# _ I �,Rt AWE, I' Iw::r SCPIQ7ULf ON SHEET 3) ' si ee35 `L' AA1c
"Dam a@ F!I LrNCnl
_ 1, _ _ M � Sir SCHEDULE
} 1 QN sREET 3)
�. i
I UWCAf DN T'�-
- c 3�E
S&r„C-
I T I 1 -
• . -
_.. _ - _ _ - "', -
,1,)
I DTI I i `
E
4�1wx� �. " ,I I
; -.
Ito '
I I
�)
• .2 ./x. O.0
1 1 `-. ___ �- - __ - l - - -
Ea i
1 ,T. 1 I fx'
I,
I--
A tfAe ears
M 1 I
�.
ALLOWED 1 C
1 P EL •, C_ 4 "Pry ` « V,I• D.c
DECK' WOW) AVO1R[ PLAIT_ - 1,
_ DECK REWIRED WOOD ANC7fOR5
WOOF ANCHOR.; _ ty 1 (SEE SCHEDULE E ON
(SEE SCHEDULE ON - _ -.. 3/a• } SHEET tl)
SHED' T1) - - --
{I
..
,-.. ?• NMI. - .. � 1. _ _ _ i._ -_CEILING
MD EMR MOWING
ALTERNATIVE 3w RUll&-%a MOUNTM
scALE EDT, ALTERNATIVE 4w
NAWNF SCALE 3/B-,•
/?. 11,
r
y!?IFS FLORIDA BUILDING CODE Non High Velocl NuMcone Zone)
yCTE FOR C.OYBINATION Of SvEsrcYls.: a ►�. +�4T67 -
* �
1 9ASTALLA71ON ARE ONLY VALID FOR LLA%. ALS'D s
-7n7a N1E6q s.0 Tr.
TOP BOTTOM LAC NTINGS CAN BE & BO u •'q
PRESSURE RAIN (Ps.r) AND PANED ENGT�S i4 GAGE GALVANNZED STEEL STORM PANEL
STATE MWN RT
' OF
T
N A RAN)'
.OM81 ED B4 ANY WAY 0 $U A$ PER SCHEDULES ON SHEET ; i'• ;'Qt:
AS
NSTA11AATR�1 2, FOR NEW WOOD FRAME CONSTRUCIPON: INOOD =-CA. fI0 1 - -P, � �' / - IR R/n/Nu
T 45ERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC r. - ---�� LL. E C 0 IMc- PROTEC'TiDN PRODUCT$. LLC. nrL
�.
DENSITY OF 0:66 OR EQUAL. r'
r1 �yL y w NH- FIRM
AQNAL N
AWA W AAti WA wPr «Ytwlrvwmwr A Awr dMe.-1100
NrRNIM, 11 _ I.NL''1 t (Rq`P,-r w.: TRW m •w ware M,)Iw'•,s16. FA. nd4NN-Rn 20-175
PE 9L Ae:APURLEF/OAW CI -MORN 4reTr AWWM,
1N.7EP A TILN N, fE
7 tPr(R , M to.
I LLU
L
Q
Z
PR
^�Z
CD
^W
C /ice\)
m
O
L-
CL
Q
��
O
LR�
0-
CD
Cn
/gym
W
Z
1 Q
lI /-�-I
h A
SHEET NO.
S.H 11. 3
V
0 >
M .
-
END 9L0S!jRLa DETAILS FOR INSTALLATION IN POURED CONCRETE.
CONCRETE BLOCK 08 WOOD STRUCTURES; VALID FOR REGULAR. LIFE
.
SAFETY A E-Z HANG STORM PANEL I SYSTEMS
It, I
IL, I
I
I 11- 'N I ,
. (4) 3) JP OR POOREP co-Omm
bm"
I .1, I is , w" Ism ;, . 3- . 00, 3105 . - I. OR
oP aa
_ I .*.' *MO FVNIF 600-1`6 Aum cow 'A'AI _
. -1 I �� & 19 WOLiAn
L�1,4
S, woA ,
NAA;LF aff� ,/.,. A , j/., I
I ,/
't I * ot I
- 2 112- 1 V.W.00, a 2* ot
it,
:��, E.
La,,.
= 3
4 =
POLO= comoirim co POURED �
�, 'I 114*0 . 1 3,
PLOCK OR 21" I ,!*aTAPCW I
. 11" = - , . 6 2 I_ d
REOLN" CoNcRalt 11LOO, OP I 1, I- ANO-OR 0 11 I I
2 .4, 0000 F&W I / I 12, arl 1`` W.,:- , IT; , ,
, I I P_ ,
_. " _
, 0
11 I - I I
I
. - I ,
/_ I- ." ", , . , V., I - . . -.-. � I � I
y/_` I - 1 -- -_
\�- -VIG "'� iffin : � -i,w_ ANIaNO. I I ALIERRAIE LV. JXAt-:Xl -
It - " 7
� 0 Ir cc M
i 1* , 1: :
�,_,
I
. , VARIES � .:r C
- - I I , ': cow
: < L NUN 'Nur CA
I
� I
_� IL COCO 31 -W13A SHEEI "Ou"t rONCArrL_ cow -WIT
�q -1 # t IT Mr, I 0
--t
, � I - r- �. kIma PEW �11 BLOM OR ),.A, WOOD Iftme
A 4- k T25' 1 7 ,I _ .
,r ,
I - "OUWD
3105. ,
mi. CA 1, - I ", i/' - - I /
1, 7. , �
`� I 2 I/ , . 11I , `'r
60.-Tt AIL In " - /' - .
I
,., W... 4 , ii Ii . I
,/., 4 EPOLIT A
'a
R"
0 12* Oc ",A •,�, , " OOTT'
M - TO Au., 3,
.1�_Iw a-., Air. ARGUE
CASE B (PLAN)CA D PLAN)
SCALF f/4'.1, SCALE 1/4--t- SCALE 1/4". 1 - SCALE 1/4".1,
- - - I . I 'SOLID -SET OR a.--.
PA.UAaAlt
11 OR U00
� - I rIEMALE 10 AND -
IL.\ , ... ,0 TOP. 95rw OR NO"",
� , 4 1) .(9 OP =0=' c"S"A" rftw " I
•7'.4,
I 59 � -4 OR wagav SIDES a, OPOING 09.3a 0,
.
- =Ifo"w%R VA I -I'AiIIE W=" as APKJGAW "(C' A I I)
r 4V I (MIN PANEL -7 1 1 4) & V
OVERLAP BEYOND 2,,i`1 Sam FAKIR
Atalfflin
I
.fj-L
OPDVNG ROTH) `,A =4• 1'i,
�
krow" . "
� � -
I . I / - A
I- (I jt OR(k \ " f, / I
....__...." I VANES � 4 11� / I teEw Z,A= FROK
,
- ,.. REM 'a
S, ma, I I 1, _ - ."LL �Mrwp wl M AANEII
X - 8 0 DISTANCE "I-n-77----�L :-X-)
, �j
. - "e / I
- I
- .1, - _____L11
I \ �' Ile- " SPIN I
. \ I eal"4300saiNaIPTAII,
*C09VAkP"1,`I1%/>.'
1/4'-I*
" SCALF
.L. \ It .- ......•
\ I \ ell "o"" . , "
VALO FOR DIRECT MOUNT INSTAL.1-A"Cia UNLf & I
N
�
_/ __ wellc,i ,�#,i%ycuosi.%�s "_$ CERT'FAD PANEL IWALLA1011 Al WALLS W1
'
I.., 1.
1
SURFACE XYFL VARAT" *KrWk 3/4'
f i' No 44167 iq
a RK � � Ie i
-
% . * . . FLORIDA BUILDING CODE (No. nh Velocity Nu, Icon* Zone)
.
. - - -_ -_
C L --�_ STAI t U, ..Q7 C on" 'I'Moo. II,c. 1 24 WE GALVANIZED STEEL STORM PANEL ly
i,. 1 4z f I P%AaIi In
SCALE ,/4-.i- SCALE 1/4'-I' "'14�-e"..."'OAk'30, .W ,- _.. �_
-
'S` ` ("; , 0 INC " L /on
",,�,,,54t - ��;�_ -�� IILIEC � MOBAL PROTECTION PRODUCTS. U.C. "wx
I �
,1 .; - S. 51 S-w
ne e ,/ , " d ""
/ ILA.�_d> = i%zr_11 tw.u. &V �1 I =,I.
",,L ,
I - 046p.-ING - 005=6n - "$."-". rIa, 1.3,W-470 20-175
,
L�
-C SEALIUCHATIAAM C.-alsall's - I . � - na� "Zol 1-1-'1171[ Raw a 01 w
L_ I
MAXIMUM A.S.D. DESIGN PRESSURE RATING Uad-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
. SCHEDULE FOR REQJJLAR FORM PANEL (LINSTALLAIMIS INTO WOOD STRUCTURES
(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
MAX. &S,O,
DESIGN
MAXIMUM ANCHORS SPACING MR EA - AS SHOM ON SHEETS 0 III I
-
-
APRTBU`
VAIGMUM
PANEL
TAPCCN
LAG SCREW
PANEILMATE
FEMALE 0
PAkELNIATE
1 PUS
WOOD BUSHING
PRESSURE
RATING
(P.s I )
ALTFRNMIVE�
I=.
OF lailEw
LENGTH
.L.
(00
t2r-
it
ly
I
,3,
IV (MR)
___
".
13*
_i4,_
Ir
ir .
IV owuDeA
-
__ - -
il.
____.______.__.-------
a 1/2.
6 Ilzi
, 112.
21i crm
_.�Yr
-
- __-
B�-
__._1i_,T___
-
-IL
, I J�
_. _. .. 11 '..
. ,/a-
- - w
I . � _____1____._
I2 I 2
.
.
4 $/A-
_
, - - -
_.
211, (WIT 1)
ill i
- ___
51-0"
OR
LESS
- - .
1.
a'
- --- -
.- - __!1 -_
- ---..-
30 OMOR)
- -
.3,
13'..
_B'______!i
i]*
13*
-
. _ it -
OR (lop)
49 (WITOM)
.45, -45
OR
LESS
� - I - 3* ---
_ -
- - -_
13-
____
Ir
13,
- I
43-
R*
3.
13-
13,
a ,/7' -
1w Enw)
___
6 1/2-
6 ,/2'
6 I/2'
6 1/2-
6 1/2,
2w (TOP;
4. _
I_
f.
i-
? --I',
T_-/ ��
iw
((e9o0n11
>'1T,
o
4 1/?*
4
6 1/2-
-6--7,
-_
6 i/2"
-0--)M
x(iap)
I- ,.
--
1/„
2_-
./
)_
-
-I,ff---IF
_6
z:-
-
t (w
,aI�_-91/2"-
,r3-
-
,-
-4i-
i qrwWW
I ,
-
Ia SEE TABLE I I FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL LENGTHS WHEN SPACER §-A IS USED. 0ORRE3P=*1G ONLY - TO ALTERNATE 2W ON SHEET 6 - I
,/4'. Tw.
ANCHOR 0 T 0 C
I
E.D.
a
j �* IN,
I-SUNAPATIDN'
I 70 CLAM
4
;'1 'I 4; 11
.1
- E�0.6 7
CONCRETE OR
CONCRETE SION ,
WOUIRED I 1. �
"'" P"-EUV1I1;P-4-_
A.S.D.
DES"
SURE PRES
Ulm
(0-6.0
MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 At 7
APPILICTOA&C
TERNA
ALTIVE`
0 & An1.
COMB"MION
OF nIIEW
=
ur%6T,
((I"
TAPCON
Lot SCREW
I
PANIELMA7E
FV*ALE LD
PANELMATE
PLUS
I
INDOD BUSHING I
3�
L
�_
13-_
-
IF _10Q�_
11w1iDe)
_ _Iy�_ -
".
_ ___ __,_
13"
__13 _
t3,
_ -
13-
_ _
_
a'
I—
±_!_4!•__
6..Y��
±1 I
0 I/s,
2w (TOP)
-
. . .__ - 1 4-
....
I - _
I 11�*
.... ��'_
6 I/ 4�
.
� . -
� _Ir�*
I2 sn;, -
.
- '.
"ii 1�4
.
L-
-
"(,w"1)
3R 600)
61--O .
OR
LESS
- - _2�'_
I i/2-
_
'.
_
11
I
8-
__ . - __
SO, (97TON11
- -
13*
- - ___
0,
- __
Ir
__ .-
It
-
13'
-- -
" (709)
L -
"I15. -45
13,
15'
13,
- I.,
. .,
-
3.
13.
jj_b,
AN 70M)
-
. To 73
75.-
13'
u.
L____
-
I,.- - __
I
- V_____
Iw (TOP)
- -
- __1!
,3,
& 1/2-
6 I/?
6 ,/2'
2* (w)
a 1/2'
6 1/2- _
_ __
6-Ti4ii
1/a'
__ L
12 112.
j
__ -12
- - ---
--
j ,/,�
.. L_ L
- -_ __ - - _
imf,
j�_6joi�
jjj-�iii�...
-.-.. ..,
�-SO'
TO
r-s*
-
-
.-'�? '
-
L
r
L
' 5�
5 ,/2'
" -2
'.
-
a'
3w "arcm)
� ----- - -
MR (lop)
- -
- ---. I i.-- J____�:__'_
--L'----
13"
.---.-
13 .
- , -
5 ip-
I. - -
13.
ti,
-_
1 3.
-13.
-- -
13.
I-----
,o-Fx(60FMwI
I* SEE TABEE 11 FOR VAX. A,&D. DES" LOAD; & MAX. PANEL LENGTHS INHEN SPACER 15 USED. CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
TABLE
it A
-
ALM DES" I=
MA)MM PIMEFJ
LENOW
40 PSF OR LESS
s'-s'
> 40 PSF TO so PSF
1
6'-2"
I , 50 PSF TO 60 PSF
-
_
S'- 10'
& MAX PANEL LENGTHS ARE ONLY VALID FOR iNSIALLATi)NS
W/ PANEL MATE MALE ID OR PANEL moATE PLUS
ANC (9Sad Hef, 112' 0-0
Ir . . _�:..144.1,-
.
I .. CEN .. .
. .
i : . 44167
f
= . I
. . " '- _
o'i 1
I Dl�, --',,t
- "I �-
Att_
BUILDING CODE (Non High Velocity NUATNeone Zo_)j
--FLORIDA
�. IkIftsm IN:
2& GAGE GALVANIZED STEEL STORM PAWL
I _"0,,
'
ILIECOome �
CLOBAL PROTECTION PRODUCTS, U.r-
wrt""
.
!i-
46�
Aw $a 51 Saw
W n 3"'.
Q��
MID.L (4!IiI)w_Tbw 1AX M-00-mr
20-05
CA-Isaw's
.,a iw
,a
.- :--_:14iE:F�Et�
-
a'aaaw,
FrN rM A MO .I'. ..
I
ANS, 7 P, If
,0110. LIC, # _47
INTO
--------
INSTALLATION DETAILS
FOR LIFL SAEM
PANEL
(_1)
POURED CONCRETE
OR CONCRETE BLOCK
STRUCTURES
I ?,.,a E.PCON
EXISTING POURM
C CNF�
00
- -
ANCHOR 9 V* Ot
Coft"M OR
CONCRETE
BLOCX
, I
" I
CONCRETE BLOCK
REQUIRED.
. , ,
, ,
010imm
4 � -1
11
,
11
, I " ,
' L
I 4
__11
i �
11/4-
W`I�
.
.
.
-
I
:
;
�1,
ED'a
, �_,r, �
�"
I
.,
; k,
I
. �
�
-
(1)
-
EALL_�iL
I
I _ii
I ': ,
11--SEPAPATK)w
�
: I
:
I
I �11.1��
9 TO GLASS
A ,
I I q.`_y.'-
I- � r. mr; .a
- - M IA NICkAOr
- 1
I ;
==..,
A
- .1
-
11�
: I
-
: I
� !
I
I
rv�
-
. I I
I I
I �
,
0
e
.,. .A
1
L
I -w UW� H
��
�
a 6- PANEL LEWH
- - i
(SEE 'Ut"TIO.
a
I I
{Su ELEVAlbuk
:
i
Y
Ow SHEET 12)
A
,loi
- _ t I I ON SHEET 12)
I
I
11
�
I
I
- .
a
.
_ 'I-
I- � I
.
:
. I
I
I
I -
.:., I
! I 1.
�
I
I
14,
-
- '
DIISI14 POUM , "
ocwu�cx OR
-
�
I I
! I �c
1# 1
1
LOW-.,
a *T OL
0ONCRIFIC BLOCK
REOURED A -
1400`11!
,
1, �,
�
,4 1 � I ,$
0�
_je
, 1
� I
. �
�
S.
A
SECTM
R-Tu
1/4.0 PANELMUL - - -
RUMMEL
0
REGLAM PANELS
ANCHOR (B"o)
0
WAU-MOUNTINGS
SCALE 3/0-i-
ICE SHIM is & $6 FOR Aw"ORS PVC 6 SPACaw ,OR
OCRAWATIONS Iwo w= Fa" outDom.
, ANCHOR SPAUM .No a3wihm EWEDSEANCL
ARE NDICATM ON I411 SCNC:P'.E- r0k E-0 LESS li"
odst-AIRD OM 00011sUCE PEXCE I00101 SO-feall by
"TIPLYM SPACOM SIMON ON SCHED,XLE Ff "
raLLORTIC, FACTORS. FOR THIS OPERATION To K POSSMILL
REDUCED SPACING 011TANCIs I&AC IFIC" SRALL MW K
LM Tk" braNKA, VACOC .'O'CATED FOR E.C. .W-.m
TM ON INS 9CMrDULt
4140140 "Pt
./r.
Trove
[ 1/.,.
"0411man
PLO I
waaa^ 402.0 w0cox (w]
I
c r1wals !A!--,-
=404
_2__
-
3 -1
,/2
laaaaam a- 0`0
AL o misramosex Jw
RIM
- I ,/r
am
- I I/'-- - -
- "I
___ 1. -
- ON
I 3 ,/r
I -
FLORIDA BUILDING CODE
,----- - - -------- - - ____ - __
MAXIMUM-.A.5.Q. J9 .%2L_eRU5yRE RATING (2AMI) AND RRESPORDING MAXIMM ANCHOR SPACING SCHEDU
M-ustUAR-SID .1-INSTALLATIQNS-INTO -0 QfM jk ONCRUE BLOCK STRUCTURES
(VALID ONLY FOR PANEL01 INSTAILLATiCINS AS PEP SECTIONS I THRU 6. ON SHEETS 4 III 5,7
Mail A.50
V Rah
F,P '�SURF
F 1MG
� .1)
MAXIMUM ANCHORS SPACING FOR WIN E.D. PM SO4EDAR1 BUD* III
-
I .PPLICAP11
T` ,
j SECW6
-
I ,
R AN
-
cowaftITIO4
-
rs, TK.
I,
-9-.
P"".1
LL�':-
o', )
-
I V" AS 0
DEWIN
PW[MSiRf
7 ".!"i
-
MA)MAM ANCIADRS SPACING FOR MIN E.D PER SCHEDULE W100 w -
_�_�ft"WE
"'
- I
.71n.,
or '-f-KI
_��_ -
LING1.
.
' %
I �")
-
JAPCON
SOLID -SET
PAW-M&TE
FEMALE WD
PANEUMAIT
PLUS
ZAMAC-NAUN
CALK -ON
TAPCON
.SUM -Sty
TE
FT. 0
PANELMAIT
PLUS
ZAMAC-fthfUh
I
CALK -it"
=TD ��_1;9�
=&1w
to
M -V-
ic
cm"Mr
to
'M
X .
.
.
10cM+
CON04M
-
yaito
Wo'.
O"O",
ORION .
r
. I
a
-
.. -45
,A
I
I as
, �_
13,
. -:F
1
,r _;•
-
�
V* j-
IT'
13'
13-
� I
1 Is.�--'3.
13. , -
,I' ".
11 _Ll
13' 13'
1 - � -
.,z 1/2*
j? "'�_ -_
9,
", , -
I]* ,3*
�3. -
IA,
- I
13'. I 3,
S 1,14•I Is 1/`.-IG
;
-
�� i� 13
- - -
,3* ; Is-
r 't! 'a.
3. 77j
,3. � I ",
_. _ !--- -
3.
I I I;'
,.,. I.,
ii v?,ii "2
6* � er
R. �
7sE;_
- ,
,3. ,i-
!3. i I ,,,
.
- ! -
2. 13'
- --,S-- - _�-
is' - ,3 .
---.---
'r 13'
, __ I�- -
i 3- ,
"j . '- � -I r
" , ,r
- --
k=
'2� � ur
-
,3. : Ir
13- I ir
- _ -,.---
6 -/.-15 ,p-
_r
Is- ; � 7i�
- --..--
q* , -
-
:3, , Ir -S
.
I
! y : 6�
9 1/-' � a 1/1'
`CEO
I
.
I cuorc*
1-i
)
3 ter ON)
I (tor,
.__
3 (90rc.4)
.
- FOR)-
- ,
A (901"t-)
-
rw)
YkTor)
f (w� ..).
51-15.
'R
LEW
'45. ,4&
TO
.,-, _O,
I I
Is . A �3 .
. �,--t-_
- I r I 2.
- � -3�--
,� - !
0, � ,3'
-, y - l -; J,
. . -...-.--
- ,
-_7
- .. �-____
5' ,5 Ii2,
- - .
I I -
I � . -
3" 13'
.
.3" 1 Ir
-
�3. � Is;
.
- .
13'
, � ,
I I ,
- ===�_
7� - I:-
,z, 13.
I
�*
-12 � /7.
ii�i'
--- - -
5, , S.
- ;
'. f I-
-
": i 3
�, ':
-
Ir i 3-
- 6 .
5 1�4 -4 I/'
.3 .
I .1 -;
13
,
1!.
- .3.
-1•
6 t /A'!!
-
8*
M,
':
�3
i3 .
, ..
1 L I/
. .
t -:11
3"
� 13,
�3.
I �.'
-
16 1.12,1
-
-
It
� " "
r
:
� - i,
is I,"-
- .
� ,_ � - ,r
- -
3 ,
-I - -i
_.. - -,
Ir - , 1
.
,3. 1 '
--- - , 1*
it 2 ,/2� 2 I/.
___ -_
6: I /.'
-, �7
I I -
is . 1 3
I ��': � ":
. ,3 � - ,I
I - -
".
t3l
Ir
I, qz'
-
I (Tw!
-0ei
LESS
I
.
_2�'
i 13*
-
13.
i -
= -
IV
13'
- -
Iz,
- -
, -
1 :3- I
- -- -- -
f r
- -,
-
I ,3* "=ti
-
_ --- �
6,
6:
I -
Q, 13'
, - - -
I
�5: i ir
3 7
- -
--- -i-
"
/ii
- ,-
" ;
� -
I ,/2
�_ - -_
_'
4:
_�L
.-.-. .
'I � S,17 .5
-
J:: 1
:,i, �
I Is '/4*
-, -
mmwm)
-- ----
2 (lee)
"•
1 y ; is'
- ",
6 , , i-Ili,-
L -
6, I C
_;i
I .
,3. ! Is.
!3` 1 I r(I)DITTIJ.)
t - 13- __
. � Ir
, .
I/A`6 1/.'
4
i iaumui
, I i',*,4',"
S
-
-
- -
-_
I!, . a'
I - -
.
". : : ,3'
. ,
- 1 13'
� - I -
I �
3 (9=.W)
-- -
A "157'j,
il_iwi�ls_
---i'r
(lopj _w�
is ziaiAI
6 (HOTT-]
e. I
� 9*
, -
I 1�,
�
iK 11*
I/A*
T3,
I -
13
- 1�-_7
I 3.
I -
13' IL
.
-
1, 5,
-
I ...
T :
---,-
-
1 ,�
I-
-
-
; " - �w 1/2-
- -
13- 1�-__
_T
i;_ ;,j ,/2-
I
-
- i 13- -
13' I
I'. i Ir
- I?iI ,;I 'li.
. ,
-
-- 8' -1 - ia:
li_,�_.
-
" - I Q-
Is -_
_1317-. t _. Y
i .,
. �10 1/2'
III ! /4'; 6 1/4*
'r I -
- -
!3- j 2 !12
'y _ �-
13- 9 1/2
___ __ _
_ IV - r
LY_ 1 9- Y7-
13- 3 !/2_
- -
I i I fi-�6 ,-/A_
- i- 4 - ��
. , -
a ,
� . i..---
!3- � 9 112-
- -_ - _- ----
'3* ' 9 '/2'410
. -1
13' r
- , -
7 q21 ! '/-
,a ,/21 i -12
- ___
7 i 'i
, �- 1 ;�2
.
?
/2 -1 7 /2
1�� _�
�� -
0 ii�
- I -
_'
4 T72 " � - � 3- -1
-------- -
'/I -
__
1- , , __
I
Ia I -1 /?*
i.�,
i r I A I/;'
.3- . is,
, _
- - -
1 -' � A _�/-;_
�
. ..
3 _. ; I/;.
- - - 1�
I
- - `�
- A - . ,
� I71 _�
T/2- "I
-- __,
T ,/2" -
1 _3
__ --. ��-.- a".
Is
_ -
13
[ f� 1,
---
I rmf�
� (garrato)
-
I f6-�
,
- 1 iborru.�
�,_K� -
:_ TEioraw
� - -
A 90.)
. (BuIlIum)
--- ---
,5 -.6,
"70 .
_1
-
,
I - 3 i 6*
_j-_
.3- �7 I/
-
13- " - i�
- �
13. : 1 1/2-
- - I _
'L 7 I
!3
-1 - I,.
' .
,-,*
.- .
I i,
1 �-3-
. 1.
. 1.
'37
S -I � 7.-
-
7'
r
"'
- r _4[:t�__,
.3 -
1 .
6 /A
le ,12*
-_
, in,
i
Ie ��
_
Is* 0 A
- .
I �'. . I
'c
_-- -
IT 5 '12-1-,
____ . -
13^ _11),
%r � ,0- -
I. ,/," /V
2
,______�_ ___
Is' , '"
-
- ____
I r III-
r - 0.
I
s- 8 1/2�
, - -
I I -
.1. 1. -
! . . , - -_ -
, " P,
- -_ - - -
1;rlf lir
. I
_ �
,I' !�
- _.
_�I- I a-_
1
- I- � ___11/4'
A 712- � 3 %�_
- -_
1/21 i -
1. -
,I- "' W
! - -1 - ____
I,. r
- _�_
13'
-
.
•),
-11
5 1/2*
1/2*.
15 ,/:*
6 21��i
L
4 1/2-
III I t4,
- -
3-
-
-
i Iii:
-
.
In
15 1/2'
i _Ii,�
I ITOP11
-_
, 010"FOWL
-_
TO
9"'.
--- - - -
15- E , ��,
�irl , r,
-
13- - I Ic!,
�
'j, ,
_ T,
IS _ - "I 4 _'j, 2
ini- , It ,/�
-
f ,!�.- -,,,, v4-
- ;; -! -_, ve
e - ,
- -
-Y- i- ih_
__ ��_? -_ -
ir- 3 "T
__ __
13' : 7*
- I .
1 0 1 ' _j4k�, Is 1/4- _
- ..
,3,
_.,
_2:�:
ir
6
2 ("op,
__'4�1211_Tw
1 �4n
3 (907TON)
-
4 (TWJ_
4 (wrrov)
-C - -
'i ml�
____
- toL_
".
6 I /.,
,
1.
___
w
�
- -
.,
11
I .i.
-!
i
- -
i �/2-_, 3-
I I
_�:_ -L __. .
I 1. 1 1/1.
, 7 ,
, r� i!2
S7
-_ -
a-
- 4
I--
1,12.
'_
I 61
� -
I 13-
I - --t
,
-
1 t
_�i
- I
I.
-L-,L
is.
"
-
_±_
-
7,
4 I /V
T - _L�2-
Ir -
.
13 -i.,
;-7-
11
.1
I
- -
.1
____
" 4
112'
[7 -
-1 __
7 I,'-
__
� -
5 1/2
-
-
I i-, le i/:r
, - -
.*
- I 3 1 ew�
- -
ir
"�' IT
-
j _46
1 �4
j "r
. -
, I!
jm-
I /4�
,a 1/2-
,j ,/A-
, (.�
-
-_
.
�
-
-
9 I/.*!4K
. - - �=
-
I ��
Is
cs%.':
6 (IV -)
T(WFA�i_
-
-
-
I - : .
- _________ -.,-.---- _____________ .'... _ __ . ' -- .____..________ . ..... .. .. ._________.._._._____ __
_. ANCHORS (Sff &ICTICINS & A,TERNATNCS ON SHEETS 13, I-, 15&16; - I
i
3-I" R-IA/13. R-2A/13, R-3A/14. R_;B/I R-29/13. R-39/14, 3- �
I,
I.M.. . R_ -22W/iS. -39W/16. - i
. RW�
-:, 0,11 1111- R-IAW/15, 4-2AW/15. R-SAW/16, 15. R R
(�) ___ ---i I
_�) - - I
( 04 'I 0 0 0 0 0 0
� I 0i
I - -_ -
�___� . '', r -------------- � I I � _ ------ ---- ------- 7--
l - - I , I
� I ! I I � ! i I � �
I : � ; I . 11
I I I
: i l ! lj
i . . ; 1 � i � I I �
i I i I. I I � I � I
11 ! . ; : I , . :
, . I � I I I I r . ,/2' I
. -,- ____�_ . 1/1'0-20.1' S�; ODL 1-1 W��J! - I I' I
i i , - , � ;S1 �(A PAN- uwvi --, I i IIIAX. I
i
01
I/
- - 1,
ovm r- 61 ,
I lj�l
PANEL LrNcr*.
l
I
;kEcvLixn STOW PANEL
i I
1 PFrULAP SHORN PANEL
i 0'-§' 0 1400, -40.0 p.1
7
� i
-
�&
(W/ WERLAP MO PANEL LLNGTM BMT)
.__
I ____1 ---------- 1
._
r
I
01. SNETT RV PAN,'�
I
I
7'-6* 0 .SOG. _549 0-1
(W/O U~ MID PANEL LOIGN BUILT',
I
.
;
I
:
i .
___I 'A PAW*,VL
" 7
=_
,
a'-6',-5* FAN. LENG
I
S S .15 .,49
"(MPIAW�
!
I ;
T
ASA
.
I i
. I
6- .
.
I -_ . j ; - I : � I
I .
: F .
I - : 11--__ -.---- - ___ -----.-- - . ;
1� _ - - - ` __ __ - , - -_ --- L s- I
� Mo - ii (n Molests A? I � I
I r I -I . LOCAVON 0 LIFF SAFETY -
z - ;V� . . I - i
-
. AFl C , I I _w - r. PANE, 90row CORNERS : X, 0 ,IV 1 I
,
- _____ __ - ____�._.I L ___
- -I,,-,,- � izr� I I = , i
'
__ ___ - _+L. -
.. .. _�� . . __ I
or (4D - G NQI AT EMRQ - I
NA Miki I E,I PO4, 91P,111 PANEL 3, ";F INSTALLATIONS
- -LATEONS DNLI` VALID FOR WIND
,0 Ixt,, .-IAIIS, R-2A/13, R-W14, R-I B/ IZ, R-20/13. R-39/14, 1* UN UP TO I ye " P L, _ _
LIOIR*-�IAWJ15. R-2AW/15, R-3AW/16. � R- I ffW*/'I`r5,. MCAT
249,W/ I 5. R-39W/ 1 6. li-�P-ITI-, .
- uK_ms Is" SLCT,CNS & ALrERHATN-Es ON $�:: 73, 14, '5 &'tal
LIFESAFETYSTORM PAI NNEL, ELEVATION (t) __ .
11 - -
.11 � I � .,".Lm 2 w, SC;'- ,/4--- , - I I : ;sI:CVLAP I
(4V IA- 2_a--W--)
;-"_
=
1
-S`1/0ft.
-_P2N4_E._�L, '�"a��W... 'e
4 " I "-F�, ./ ,,, V
.WY .
-LA.�S
y * s
--- __ _-_
v
.L,
1
III
M R.
, -, ____,_________ ____________ _______._____--- _____,.
I
i `
I i , ,
INSTALLATION DETAILS FOR LIFE SAFETY PANEL. 1;
.
I
I
INTO W D STRUCTURES
I -
- _ �� �_ ------, I __ - V i - V ,
________1
� I -
�_ - -
�
WOOD -ENDF4 � Wco:) A60 I I" .1 li � 'WAD" -D -
-
I I i, I
I - - , - REQUIRED
I I kEQ11RE0 -WOUIRED 'Ea- �r. �
[�
� I
I � i I I
I �
_ __ +_ __ - - -.,-- - � -----I
- 1. .,____� ,/.-I ,�__.C. r-----_---- - I
I.-./A-. 7 a 'O. r - , 4". 1wo-w
, " -1.
ANCIOW 0 I- OC . I ; .- .
ANCII-OR a V cc I wiri,inn as 9, Oc : -1- a 9* Qc
I - - -
-
. -w-w-T114 ,
1 , �,,_ . q.-
I I ,* I ,
f , ,
1 i - .I/. �� I
'___
- - ___ - �
� 9,�!�,, ,AAA ; MAY, I - �
___ - f I I I - -
"
; -
. I . I
2. I 1 2*
I.2. � I � - - -
I t I
I J, r:..
A
- � . 4
� 4 1 � 1, I Mn I M_ I
i ; � I . : f . : I :: I
�- I I 11
I
� I t
.11,11"
I I
� : !
I I _
� I - ,
1777�L!__ - - i ",•- I - I - ,
I I I
I"4
L ru I-' : I 1;_ : t 'I
Ia)
. _y:
4 .
! I
I
'11"'t
I - , - I ! *1 !I i , I L I '0
,
* 6Nk Fri " , � � I ; " . el I ,��
" 1 1 �.,-. 11
- " eYx �- I
I
�
1* .,-.`Pa�o
G i .
1 1 (w nIO �. I ! , on � � " I ; - � 4 "I ,��-,,�� I I
, 1,
j r-r) @� 1 I
- , =11.1 li 4
I
4 - I : � uwIi 0ax
I`, ',� � � � oiR r-C � . !, �u 0 . I I�
" 0 1 4 , 0
,i I . A 4. � I '. P-tt 11�1. 11 I 1� I S- PAWL LEMOr" I
11 , - I 1' W_ .1
4 .,. " - -- - of I I It ,
�
i
I
I � , W� E E-Lr%'ATKN ( , I . I I (SEE ELVIA-PON
11 I 111. $ 1 PANEL ILENCH 9 I I
PANEL �ENQTH a ; ; w
5,<r
I., Ir i t ON i2", I
,
� I, � (Su ELEVAIION it 11K .. �t - I I �Skl ELl'iIAtION N - __! ON S,w I2) 1
9 I I r It I -1 1 "SHEET I 2) 0 � I
� ON SHEET 12) , I A
4
a , I
11 I I - ui� I -
� , L , 9 a I 4 1 I' i I
/ I
1! .1
:: I- W4, : I I A - 11- SIEPARAT111:01 I f I I 11 �
'. .1 I', I- .,I I L- , I 1 4 ; 1- -_ I
I ,I, I - ""' I , -
:I,-- 'MS1.5's I � �i-) 9--- SE'AM1.0h I 9 - .0 To a"'S I ; 1, ilk!
_'?
w- -_ SEPARAT'Exi I
ic CL�Amss I I - " I -
:
, it - a
I I , - S - . , - _. : I "r. : 'o wSS 1 , : 11.3 �, 6
- I- ___1 : - I -
"
__
_ I 9
�±M i ; to
- , . � - I .
. "
____j I - ') : I
E'O 11 I , : :� to - I i a. CO I
I ---
.I: I � . 10 -� ,owaL.'-w-, ,
l Ammmp= r_ I �� 0 , _Q�C_�� � I - I
*
7=ii
- �, I
. -A . I w I I-
� I � - .1 i , E0, - I I .*1 �11' r . � " .-A _� I
I - . _ i I � - . I - Q
ILL "'A" " I Aewme, , ___
�T �' , � " T � - _r_ - � -_ .- ',,,, .
� - .1 11 __ _4 .. . � 4 - L�
.. L T..,-1. �
� i - I I'll � -----' 1 ,T51'#4;1u,, ., I
�4 � � .
'�, 2% A, *:"A - � I j
! �
"
I I'll, 11 � -_
-) PUT 001ift .A
0 1� " I
".P.,I � � - I REC�,kc!l I
I 1,1 I TAPCON I � I A'O TAPCON I _=I A" TAP �
* 2'.4' WOW j I I
f - .. L. -
AsK- a r ,-, c � PLATE I L .
IR �CT O C
I : ANCHOR 0 9* ,�. � 7
5 1 1 � -. TAPVD. !
I i I SIAGCAP40 W1 I . I SI.GGEwl) 0; S-1jr, RIEDOUIRM i ! - I
I ANC,VA & 9, Oi
]
i t
I
F REOLIRLD . PEW, -Er . . I
� I
- 'An
RL-
I ! &jmy -0Am51meWw-PAto - hr� .l
PJIN
9 ff NEL WY ljyLwur f
I WALL MOUNMN61 '".0"Ma, W-A" MOUNTINGS
SCALE .1/6-1- - SCA-E $Ia-,*
�, �:.1`111-/�K 1,
<
� '... .,-
I -..,. .,� " r
,iqr-EN$ . * FLORIDA BUILDING CODE (No. HIgh V.Iiscity H. Za")
n .
. sm- . - ---
-
.oft KITI'm - I I,
E S :' 1 24 GAGE GALVANIZED STEEL SiRV PARIE
9 I I wl.w V.
0. 44167 '... 1
I I N51ALLATION ARE Ct,k� VALID FOR ASD DESIGN i : __ I
. :*. __ - � ,------------- - .-
1 *,. * ,�� ! oqlolzmv
PRODUCTS, LLC. I'm PER FIVOANON ON S�IEP 1Z k,o% TELIECO.""
- - S1 ,
I PRESSURE W�NG-, �p�il) AIND IIANEt LLN-4114S AS ATE Ci, __�"-'_�`-------_ � I JGLOBAL PROTECTION
.'I'Z,
E 2 FOR 4EW WOOD FRAME CONSIR�XTION WIXV � .S. - - __
.801 SO. III SMIM
. UEMEIERS TO FIL M-r,4QW PINE No 2. w/ SPEC-si"Ic 1-1'�"'_ � ,`IORI�,',/-,,'__- nULFT 11il"ING & I.O.We"'M ca"'u""' � JAIAL IL S331-
I <, ., - - -*"r_,. - - - -11 "-c (wI-wi;,,,s*s I. M-14w$_�f 20-175
- �.� - - -
DtNSI` or 0.55 OR E01-w- .".": _= .TI - - I
I _,_ . - 1-1 oft� �
I -, - G_aaw-* .F. I
i --ZTM-
iI a.wwNc,AA',LwE,,a-q "' ,�_. - 4
- ", '_ I SW i un f--i do.,, " .,. I
-.-- __ -
I I
MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND ORRESPONDING MAXIMUM ANCHOR SPACING
STORM PANF-C-12 INSTALLATIONS O CONCRETE & CONUEM K sTRUCRE TU
(VALID ONLY FOR PANEL 0 [INSTALLATIONS AS PER SECTIONSINTI THRU 6. ON SHEETS 4 & 5) 9LOC
MAL ASD.
Ks.r.
PRESSURE
,FEMALE
P a f )
maxamme ANCHORS SPACING FOR Ift E.D. PER SCHNEOULE BELOW III
APPI=
. 1.
=
LD01H
.
L
(M�
MAX.A-S.V
DES"
PRESSURE
RATOW
JPI 1)
MAXIMUM AK"M SPACING MR MIN E.D. PER SCHEDULE BELOW
Z'=
I
& ANY
O%SFWJM
=, ,-
NGTH
L.I.L.
(n �
twcoft I
SOLID -so
PAREWTE
ID
I PAma"TE
PLUS
ZaAMC_al
_MS
C"-Ik
T~
Smic-S!"r
PAND-MAT'
FEMAIA
0
-
►I RAREEM"'E
PLUS
ZMEC-IiIal'"
CAX-w
To law
ommom
,*
Ia ,7-.K--
WMADIF
.,&.,,I
-
a
amium
;;�
WMMOR
19
=
.low.
COMMINIVION
Or
III
UPIRIG016
=
1
to
10
'I,' , I'*
-
IL.
57r__,�:
_2
. I 1�_�_�,__11_
_ _
137� ,
- % sr,
�23-E
13'
Ir
Ir
12'.
13'
tO'
L!7! _
, tuartou)
Ir
� -
- 1,19.
13* .
J* .
4!._,??�
__ 9,
-_
_7_11T,�_I�r
to- I Ilr
� ---.
_1r� -
is- _�_
I t ,?�
r -_
'POP)
I I1101704
� _ . _
. _;i; -
___
I �:_
-
-
.--T-
_9�_
9:
_
112,
-
13 I
If
Ia-
65. -0
10
.15, -75
". : 11,
- - , I �
I- . .
.
- -
13'
- A
li�
viir
Olt
UVF5
>+75. -n
To
.tm-1,QL&
-13,
Ia . ; 51
.__ .
I I
-
ir
u--
I-
r : y
6*� _L_ __ __
,3* III 112"
- _;� -
I
_i` -] -
13' 1
- __ .__S�
I -
b*_9
OR
LESS
,3, 1 13-
- - -
,3* ; 'j,
`
- �i-,31-,3'
12 1/2-,'12.1 - /
.-
W I 0,
- -
8' -
- -1
'A I I.
�
Is. , 13-
- I- - - -
- 13*- 4, W
.6 ,/-'.a V.,
.
ur
,3*
, -a'
2 OTOR)
q.r
..
---
!10 1/2
I .1
---
1*
� �_
i ! :1;
i. " -
sy,
.
3
6 I/?-
9 'tr
' ';I, *,
I - 1 111-21
a ,4
�
- 11�- 4
A ' /"
___
Is Itz-
' ra")
-
z Mama)
= ------ 4
F
. 3-
.'-'
'_
1
-
,2r
-
_�_37_
I r
?,
- -
ir
-
____
_IX
1.3'
4- t!.. -I-
- ,
a-
__ii�j__z
Hl�_
'a.
-
_,�
, A I p-
Ia-
_____ ,
T 10
'
! II
_
I"i"16
22 )
3 (TOP)
]s' I
A (MR) _
a-(
. - ).
5 VrDP)
i 616flroio
- - --'-- -
a (MR)
-
(9017-)f
, I.
I,-
13' 13,
iKij-,!!�7,
-
r 5 1/2'
-
.
I- - ,
I 3' 11.
4f I _� "
=21:_ J'a I�y
a ,/.-�g ,/4,
'r ._fin..._,
C,�
7-
.
•I
------
13'
-I-
I
-,
-
_!,4
4 ,
Is
-
is 1/4,
1. ".
1
111=1
-
��
- - �Z'_!
11 z 1/2,16
-V-j-.--7-!'-w
IF
- -1
"'
.�
� -
I.s,
- -16
• i qi4 -�G
I I /11
1/4,
-
-
li"'?, .
e
iL
I/O'
I 'z 7 1 Ir
-2.3i-
- r
LTI-1)
-
- -
I
. 6.
a - .
a'
- -
-
tim� � I,- -
ir I w
- Ir I �jr-'
____ - -
.T
6 1/4, * 6 1/4'
12 I
I n
.
'
-
- -
r-
-_
5 ii,`2� -
- -
low: 7 I/v
I ,;i w 7 q?
o
-i - i7�
_�W i
- -
6 '/4- a T/V
4 , IT i2 I/r
1. I -
:
Ir I it.
-
:1* 61-
- �
r � .n.
. is d
4 1/4 .
3 mon,N)
A tnn
4 oaartOMI
5 ")
S li��,
Is 66-i ,
Ji6ir -:4)
II' 5'
-F. - -
- 0', -------
I
Ir , I,
I
IS* � I"
L
I
14"4 11"
� - -
, � -
-
*_
r
_iz
�
'i - -
'
__
I ii�
Tk
I.'
-a;-
-- -
IF
_iL�
1
__i�__
- - -- ----
13,
--1-3-
13-
- -,
5.
, ___
._ -
t2-
.
,��,
_ �
1 1.
- -
-
Ir !I
_ _� 4�-
sy
;_I/_1
is
9-
�_
-!. �
-
-!!T
. 1/4,
- r
I--
-
-1/1
13' i 7 1/2'
.r 1,_
!3:_i
10'
".
tcr
. ,;-
. _!7 A
_��_
111:
!_ -
I ('OR)
-
-Ir
11
-
_-2: �1_011
-110
I
it
-
,6 yr
1 13'
,fi I/rI7
1/2*15 112
13"
14 i/r
I (MR) -
I
13' ; 7 In*
---
I, �-
... , I/
, ". T, I/ �
,!� 2*
_ 2 �/
". I I !1K
I
_�I.V_
13*
, �..i;_!��
I � I ,s-
13;
- Ilik
Ir
ir
-
T_
110 1/2'
,cr
10 1 2-
I
ID .
13'
_L[
w
_ .3L
-
, 3 .
2 1
a'
10 Ilr
-
I ,a-
-
.1101/r
Ia 1/2
6 I .,
4 1/2'
" f/2
-
I"
it 1/2-
---
,
$1 I
-7 --- -
S,
4,
-
!:1i_
g*
..
-.-! -
_ __
3 In*
IV
--
71
I (WTMM)
" � -
Viiia"
-Ir
I
.
-
:� 11113.
Is :)r,-
.-
5
--- -
r
13- IS*
- - __
3,
r �10, -
.
- , ,�
11.
9,
.
,X
__ __
9,
-
Ia' i 7 i/7*
is-
1 4,
I (PuTrism)
-
w-e*
TO
3
13'
_�in.
� !, _L/!�
r
.
a 11w
, 7'
� r-,-
1, 6_1/i�
1 3,
-
, (TOP)
_
2 (BOTTOM)
� 2! : tL_ ,
I (lop)
-,-,-.---.-
Ir
_w - ,
III 1/2"
__..
1 1/2-
13,
-
13-
6 11r
. _. _.
4 1/2,
____
-
9 In'
-
a 1/4.
. .
-
7 t�:I:
�I�Ej�_
10 1!217 V/2,
I .n. 11.
T
--- -- - ---
. -
___
2-
4 I/ j-
__
5 1
'! Ilr
_L3� 4
Or §_T_/z,
1: '.
-11 - i---
6 1,14l 4 1 f4*
�
11
6 I /2' I I I??.
-rl_�- -K�w
7 am
_2(_9OT")
3 ,
-
1 WITIOU)
4 (lop)
::-I
_ _
I ,
3
-
,I-
-
7- _
_I:F�_
-
7, I.I
Is
9 1/2*
-..,.
13,
7 vri3 112,
.
;i �
r
_ L r
6 '14.
7 '.
_�,_
.
.
6 i� .
�7_......
_i--i- -
I. I T-1
4-
I ?..Y!.��L!191__
5 1/2'
- - -----
t -I/,
71
-
--
� I?e
-
3 V2,
I -
12 1/2.
or
-------,I.
��-,-
-
_
.,
I'i'��
- 'i., - -
-
ia
-
, ;7-
5 (TOP)
I I
I . Is
__!_ ._ �
,_
.,i:I� _��_
,
-!--,�-
.!!C1'_,.
_43, 1!I*
I ... � __
�
- . 13.
-13 _. .
`7- �e �i,vle
I flel
1; F
__
Iy
- - ___
"
I,-�e
v
9 1/2-
__
"
�.- "
- -
if
13-
-1�7 -1
-
.. __
'.
•
9 I /7-
Is
12K
-
Iai 17 yr
10 ,/2 . 17 1
� Is- ( 6-
I
,3- fi-
S (Tw)
am)
5 (OMOR)
I
"
_i
"
-
- �4: � �3
,3.
I' _
_L -
I)- ".
-
,;L -
-
�. ,T2
-�3� -
I Iji�
__:
r e i- -1/i
--lit
I r �7
I _V
.:I: -
LO _sIr
I'll
,'a-
_A:_
_3=_
'a I /2'�
-
1/2
:I11
t 1/21
�____8__1___
I'
-
- I r
::1=Y7-
I r
_
S w"OuEj
6 CtOP)
" -'/2-
- * - � -
' '/2'
- IIL-L-
& )
. ..7.
- $ I/A'16
1/4'_
-
.-I
& �1101`t --;)
-
_ _
- !
- L
6 '/.*[G 1/4'
1 6 OPIXTT -)
m smErr II FOR Awn"afts Tral a SINIC000 " INITALUIONS OFTO won VMW
AWaImiliAl ANCHoR SPACINGS " 1a/AAa1 COM MIANCE ARE %QCAW Oft T04 90,4UAL ATIR Lb
LESS Ti" INPICAID ON S043XU REDUCE NOCNOR PaCON, V WKITIPLY06 WAGING 9OR, Ok
w"MIAE In TK POLLOOM FAcroas ran DOoPutal" TO K POSIMPLE. INUM SPOCING
zz aa je.,� .Cna. . a., SI.MW K LOS InNI WOMAN OV4010 INOCAND MO LAC" ANCHOR naC
CA. ` SCHIRXIUL
-
1/4-0
,/.,.
1/.*.
,/a'.
./V.
1,471__
NEHOR TM
U-001A
-
10UPii,10
i I,
I IV^[Q 0
AWM�
RAN
- -
..I
GNA-i"
wam" ANCHOR woo" (ft.)
3
3
3
1
2 /r_
z _,-n
M
"T.
-
--]-,/I.
--. -
EP
_711-21
-4 I,ITri
__
3 vi
ziw- �wuyicecb)
I
VA"
- I ,Jr'IVY*
,
-
,
-
I ./I-
-
-
,
I 1
-
ILN'
-
r
I
-
-
-
t -
-
043
,
a
I an
I
-SPACINGS ONLY WILED WHEN SPACER IS USED. SEE 11 FOR MO A.S.D.
gl
_ S USED.
] DESIGN ULOADS & MAX. PANEL LENGTHS WHEN SPACER t
I
INIL&
a
A.S.C. DEMN LORD
11108" PANEL
UENM
40 PSF OR LESS
,.-a.
> 40 PSF TO 50 PSF
6'-2'
- rl, 50 PSF TO W PSF
5--10-
6 MAX. PANEL LENGTHS ARE ONQ VALID FOR INSTALLATIONS
W/ SOLID SET ANCHORS & W1 Q5 SPACER AT 12 1/2- D.C.
INSTALLAILQ6
DETAILS
E08 LIFE SAFETY
PANEL CC
1/4-. upoc. umtolu PULL"
1/40 1,0000N,
EXISTING POURED
I !4^0 1APCON
ONC-00 0 9, O_CONCarx CA
C�
ANCHOR 0 9' 0 C�
0C%CQM OR
ANCHOR 0 r 0 C
%=Irl.�
,
' TtI '''i CO%tRm BLOCK
REQUIRED D
fRD"MED
r�vj'I
If
CONCItrt1
��:,:.�
CONCRETE BLOCK
PEOUED.A
e_."LOCK
�,.
1 '/4' 1 ' 1/2- , 1/4' I � .� 1/2' 1 1 /."
; I , �
MK. W ..::: ;;; -
. I
I ED. I "'
. . I I
I �
vr,;�I, I
I ?, . .
. ;�,,- - I.. k � t�I'll I .1
i/4-0 TAPCON
mic"M 0 r ci.c
t
, I (DI 2�1
IA r I .
It ; [ial�3 j I- wit, : - (1) a I' W.
I *SXPARArIDH I 0 :
I I, � " CLASS� I --- " IL , i� rxdp� PARM"ON
EXIF�NG I I .0 .2.51� to ct.An� III, � :''[ �, , - mr TO _ alls
-4 Ar a, A EXISIING ' I 11ASS q
GINSS . w ; I CLASS _44 I it i
I � I , � a (
11
., V, I Ora rua ,ioaL i' I-
I - ,,, I ARE nP Pan
9 t , ixawH iNe, T-C 1. - I ��_, I Lodw CIO, 7.4`1 11 I
I i i" t I I I ! I 1� � 0 a
5 '. MAR '.
9 ; 11 I 1, M_ 0 � 4•1 'L' kAx 1. �
4 1
! - 4 1 4 IANEL LENG'" 1. 1� � IS'- PAWL IONTI- 1. i�' : PANEL LENGTH 10 Il
P.•
� i 1, (SEE EUEN%JiOk It 11 I (SET rLLWTION I - - .� (SEE ULVATON
4 I' M., I I I 3N S"EE1 12) R I _ I i ON SHEET 12) .1 ON SHEET 12� 1
1 t 0 a
I 4 1 4 ! 0 i
Niii -SEPAMMATON I, �Tlom -
a 10 GLASS 4 TO GLASS a - I . ,� � I
0 1 4 9 N
..
I i - (i-,
2 !.
1 II_ ILrIPlI LY11 I TI 03; I_i36" r i11
ED- -*.- E.D.0 •
4 II 1 : I
t 1I_4
I
%=Eew."
CONCRETE BLOCK
REQUIRED.
1 C21
1/4*
t/2• MAIL
I
(�i
,/.'A-_�,.
I-
11,onz.19
I
'L' VAX
is' PAWL LE74FV-
(SEE ELEVATION
I ON SHEET 12)
J�
1.
, I : tq V V1 I I 10, it w at ... I 1 4 4 .'. I
, , 5�1__
,_ . . .. I " -
I . I I - I E0 i_ - . DOI
-1 ; * I ! -
,
3/4. M.41- : It I 1 -9 1 1 1 Eb I � , .5 ,.,4- a.
" f t�_i I -
- - ,
� - 11�: I --C4)
1/4'0 VAKOA
ANCHOR 0 w Ox
EXISTING P0,IREO CONOWC CA
CONCRETE 94" REQUIRED.
SECTION R-3
2 REGULAR PANELS
WALL MOUNTINGS
SCALE 3/6-1-
I , I ly
1. ,q)
0 I /4'. T"'COM -
ANCHOR 0 9' OC,
ExViNG POURED 0ONCRElf OR
CONCRETE BLOCK REOuftD
0 Lffi&A�ANEL
SEE SALEM Is A, to FOR "Amn
ANICHOR "I's
I/#*,
TM III VACING ,OR OWALLANOW INTO
IAPQ11N
INIMARA, MOOR WPONO 000
!
oftomw FrWOME
&NINARg ANCHOR 'a'.
lowwasw 0,aaCIO
00NIN24-61 cm,aa, Raga III')
I
Ma DISTANCE ARE =04
SXFOR Lb4,X,w
Ck SCHEDULE REDUCE ANDMA SPaC,IG
- _
3
�
AM^ WK 0100a ov
�
ITC *At^"4 SPAGNIT 1000001 ON
SCAE04XI 0V THC ITOLLOWNIC fAC%skL
. "r
-
0136
MR THIS OPERATION To BE POSSIBLE.
RLDUCE,J) SPACING OIFAOW0 WOW
,.Cmo ViALL ww K LEES THAN,-
-
I -Viz.
04,
wlsal/W
SPACING INDICATED FOR LIIZ- I
A"Clila" 11"t ON IrIial ScHrI%AU__
Il
coo
3 iain
.
..
MI Vc. �, ... I n"I'V.-
� �141., ':
:",
1, - '4" 10 11 "1_
1 ,/4*0 TAPCON
"I :7 . C ANCHOR & 9* 0 C
DUST" PORED CONCRETE OR EXIS11411 POURED CONCRETE OR
. CONCRETE BLOCK PEOUIREC - CONCRETE BLOCK REOUNIS
0 IBML=SECTION R-29
SECTION PANELS 0 LIFE SAFETY PANEL
WALL MOUNTINGS
1,004" SME ,I/a.!,
A r, of
Ok .,.,.
.. .,. '......, . .
.
..'.
.,.
i .. No. 4 167
= . *
, . z rLORIDA MLDING CODE (Won Ngh Velocity Hurricam Zone)
i
E
STATE OF iql E
Olmd AIM .0
1 24 WE GALVANIZED STEEL STORM PANEL
r P.
m� 11',
.
.., R " . W. z
I I
I
47m/nu
1_�� ,�
-w-
I
/ TLIECOINC
PROTECT" PRODUCTS. ITC.
- RATE,
01V L ;ii�
, IL _��
so 51 imm
nuortnIsmaxIa'
A.... - . rwgg�-=
- LAN RI -ESN - � am `&K
-
20-175
WAWNQ -
"1004H4....
give
.
KA,Pic fee. ww� ALSUI#
A"-", FAX. (W"-*"v
RZ
E_
- RNoW � F i
-
. F a., iwaaaruaLAUM
CA -a" 'O
"LlIts Thup
FLORIM M a .7
I
-
I
swu 13 r
-LIJ
Plans Revilkw
INSTALLATION DETAILS
FQR LIFE SAFETY PANEL (f) for
compliance
w
INTO W0012
STRUCTURES
by 01jeb-a
b
a
� . I �
--: I
- .
I ____
,
I
.�� ,- vow HEADER
- REQUIRIO
�
� -
� - � - WOW HEADER
, -
. . 0WOUIRM
� I �
�
I
-
I
, -
_ - "40 1 -0v
I
�_ � _ _ "ef TAPOON
j
I
I 0 C,
I 0 9* O.C.-
! i
II I .
, , 4�
-
I
I
I . �
I C:Cll
I , -A
I
i
I
�
-
I/?- ,1/11
I
, iq 1/2'I.
1�1
.
h(2�
w
7j,z- I� I
;44; - -
I
I
: I
I
I
I
�
:
� � I
i
I
1
,
.1
I i
� :: I
:: C, )
T I
i j .j . �
, � 10
I
_r
E,
-
.11-v-;
__
I
:
I I
;
I :
I . I I 1A."
I 'A - . I " �a�
,
CLASS, .
11
:
- , �`11.;Xiiip
cc-, I I
,
, A
"
1=1i "
i.
ij
,
11 w MR ANA
Law. " )1�•in,,�:
I
I . � I I
it
9
i I
A "
14
I. .
11 �
I I �
a v - i A� PANEL trwIt
r -_ -_ "" � I
1�
It
it
I LF42114
I (SEE rLeAroh
L (SEE ELEVATION
10, -
ON S"UE1 72)
1
- - *� ON SHILr t2)
- , , ,
T, --- - !
;
;j
I I
" mi,,� I
- TwON - i I ,
70 ,,',
: 11
- , I
.1 11 - �., , A
0 I' k"
: _T)
II
GLASS i r
Ili-�ARATIQN -
I
- �.
11 10 GLASS I
`*
I i-FT-1- 1
11
..! i I
f 14
: F
1 4
I
I
f I 0
, � -i
�! I a. vy M
, 1
- 1* � I
CO
I
, 7 ..,.
" .- --- J :
�
EO
:4m"r
1j I I I
CIO
. . I I
.IA - .
;
c
I
----. ,- �j
2'.4' WOOD I I 1
PLATE I - -
I 1
2'-' Imacc-
PLATE
-1, . . � I
I REOUSIRED :
i/4'# PAmEsj&ATE PLUS
REQUIRED
! I .- ,/4"0 PARIELMATE PLUS
� -
I !
ANCHOR a '2 i/2- Or
-
[ . 0 12 1/2' OX
I
,
� . i .
EIM
- . ["
R -
;
, I .--_.If-
"
I RE_
ra _
uff PAN I -q
WALL MOUNTINGS
01
"eLi" .... ""I, ..... "
,.;�Ei�...�iP A Tjjt,;1_11_1'
"UFE SWOL
Ar . ,
:
.
,z .
- ..
, - No. 44167
� .
2
FLORIDA BUILDING CODE (Mon Wjh Uacity Nu Icon* Zone)l
I , NSTAALATION ARE ONLY VALID FOR MAX. A.S.D
DESIGN PRESSURE RATINGS (PRJ) AND PANEL
1 * i * .wx 0= `L=G. VIC 9.0
: T 24 GACE GALVANIZED STEEL STORY PANEL *1
I 1" STATE OIF_ _ .ii,k - SK,
. _-. . _
f, 0 .. 0^121120
i - arl R C �_O,
��_ , 5 , n,
i _
- qOR, __ �> CLOW PROTECTION PRODUCTS, 11C. "X
�Ii " , I
LENGTHS AS PER ELEVATION CM SHEET 12.
2, Pon NEW WIDOD FRA�AE COtISTRUCTION. WOOD
.
e �' .. "
. .� ,� �
� / -�/,~
%� �-,',!!N � L �;' . /
.
,� am 110. %, WENINT
&" NO 21- 9,A NO. "NSIM � ft RINI, OVAL A. =31.
20-M
MEMBERS TO BE SOUTHERN PINE No Z. W/ SPECIFIC
...... 01, , �
- owan-'Ab - aw-1- P"DWIL (11,A)II01- 71AA. I- (�)W�m
DENSITY OF 0.55 OR EIDUAL
- -
C-4006714 M 1 - 1 -
07,
-
j-
I I
Of w-miewponw-Aw
I
dk_`ER A. 'Aw ., K, '.1
I 01LINOCIA &A j I It Fma�i - a 4
,
i am's or's
1
-0-0
(D
61111=�111111 I
�-
1.
�
a)
I
=
I:
I
U)
-0
-Fu
>
a)
_1P-A
0
2
r-
-6-4
=
_0
2
w
ca'
=0
2
C.
CU
-0
0-
.
'a
40
0
a)
-I.-
�-I--,
a)
q
a)
=
-0
Cu
0
-Cu
-0
- Fn
=
2
0
-=
-a0
)
0
0�.
C�
-2
3:
C
C
.0
u-
-
M
0
1�_,
M
IIII.-
'0
M
;>
An
-a
F=
2
Cn
-
a)
Cn
L.
a)
w
0_
,O
C_
1-
-0
-
L 14 2023
ew eW ASSi
, I*"--
OmPleted a
approved
h the 2020
BC 7th Edition
1
nne Klahr
,
2300
t�
w o
L. �
�
1.
(D
11
"
v4=4
W60=0 I
,
U) .,
(D
C:
M
0
M
"
I "
4-a-A
a)
a)
-C
U)
Cu
>
0
LOLLS
CL
<
=3
_0
Laaaa
a0
a.
(1)
U)
Cu
M
M=j Lu
M
<
z
z
<
_j
CL
I
SHEET NO.
A=1010111111 S H E 1.4
1
tit/ Is,
EZ t W,/ 18 ANICfI
- Ott SECTLoN (21 4 AL.trinatohn: are ON WET 10)
-3 V__
- a' Na. -
i
1` Min. (
9-> NOTE t) (i .."
I' Nw'.
'.9_ (SEE
a)
1
1
+14TXtC`1/S,M.S _---'yI---��--•-•--__
_
�"_'-L_I-
OF.fA MI, �r-----f A-� L..`_r f >--
_ _ i` `"""-"--`T-
.J•_4��0 O iOoJ`O 0 O
,7n 1/16-. 4LlrWNtM
v.. PaP fkoCT
OjO -, _i.
- �
'A;1 FaWLL�}'0 EiE av5'KLE:1 AT EACn OPE721NG S••A;_: AL Aa - E,E
1 PIiOInDED =r! trElnf- rWiDII TO FAtt.IUTATE INSTKLATK'2. k" LN-liiai{-1
70 BE R.STAILL.ED FROM INSDE Or STRUCTURE
I
ii
I I 1 1 S _Ill
f
i
I AT 2 PER
' I PAI'$1
- - - - -
1
1NI, FA.F' 1 4' �:: E qR; T'ANF7,I I (M: TZ'.r1G LIAM1
''
If IT41F
( , r t r L'
I I I I MA."
(fND PANEL) i
(11 t c . E-2 4ANC STCR M PANEL STSTEkr
NSISiTNG RF PA1iE:L i C'ont 'RACKS TOR a 9EMOM I
WITES ;,
...
i
' I I
I I SEE 40TE5 7. S, 4
I I, ( I"ANLI�iENGh.
E. fi• (77 EW PAI Sr(N.4 ALWly'rS (iF CONNF,CITD TO BOTTOM ?RAC0.
OTtERA SE A STOP [BAR( ia1ALi BE OPOPADED AT TOP OF SL^i'>Y I
-PAN€J5_
_I
I
1 �., '# I �I a' I. A t•'I AP
III
t^'�,) # • L/ 4L, pit
(A). n END PANELS ARE CONNECTED ILA iiDrlOb+ TRACK. GLTrfP+YEc:TFtiN
; I. I I SMALL CONST OF 1/4"e- 2CIP3,14' MS W/ T 9 es>/32" WvNG
♦
j 'iI
-
1 ,
•T tPbtTFY3 PANLLS W/ I/44-X,r, I'
sS BOLTS WI�. a EA OVFINJP
NUT 04i 1/4'0.3/4' N„t T'A,d WSCREW INTO TAPPED BOTTOM
TRACK ILOCAT" OF FASTENERS MAY 8E AT EITKER OF TWO
I
l I 1
II��_i
(SEE SECTANS U APPIICAEAE)
L
E%TER14R FLAT FuwGEs OF END PANEL
[
- -
-
A
' I -GAL
s
- Cv' .L
(4) IN ,,A,SE T Al eyO PANELS ARE NOT CON•ECTET] TO BOTTOM
__
T I' '
jjjj
11
i��
MAX
C 1 t
1
� [ 1 I
'FU Ck (. A STOP BAR S ONLY USED Al TOP) AT LEAS' TING
1 aWtL SMALL BE CirVAtTFD TO BOnOIA TRACK USMt SPECS
�
" i' � T ] TT""t-i1"I-• ' -_4,- �l
!
T
LADr_A- v`*i-- NOTE (3) ABi •N SUCH CASE CONNECTION O
JJ_LL.JJ_LLJJILLJJ_L�JJILLJI,r �1J1L1JJ_LLJJIL'
4 -__
LJJ_-1JJ1 t
a
f PAWLS TO ETTOM TRACK MAY OCCUR AT ANY PANEL LO1 ION'
_
- 1' Ma. - SET NOR 4 --
i` MIsrE t;\
(%
II
-
- 3N.• N. -
SEE •' Nr
t RISTA"IrKPvS ONLT VAC% FOR WIII
I ->IpI! . !W/196
ANCHORS
;
NOTE `
SPfA> UP TO 170 -Ph
- ---iSU Sf CnON E21 A AL'ERJfII#14C QIW DV 41E(' iBl
_ - _ -. _ -
i EZI/Ia.
EZIw/18
TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG Sj RM
PANEL r , SYSTEM M
SCALE: 3,'132"=T"
III
2 !i 111 N LIVERLAP
,,4, Ma.'. r:AH,
'
-' WHOLE YMSE0
'
1�
MAI'�`G; ! .
�%
SECTION A -A
i1"Mer,,y
:,/'"'
I YIY.0.n
.SEA •!,• t 4/-'ryA,�
i
r, .. '• EN "��� !-
FLQW,A BUILDING CODE (Non High Veloctil, Hurftane Zo,Ta)
441$T Z
� � 'C 24 GAGE GALVANIZED STEEL STORM PANEL 'N
*: * <
i c� STATE 0 --
�j r}
�e+'G/9
I I L E C T fE e 1 PROTECTION PRODUCTS, LLC. b m/m:R
"T
TIWFR b t,a [ y -
i
=., IJ Lrgg1D S
`r' ", fa, /
•�•y
na 171a, ,-
YP s wHICPi _ ZO-17s
w.. u� -..ten w�. iM.766a >9.9, ra- IRS.t/,et-!nl
....
`, vrP+In+n
Y E?
_ ra r INUM � w.
r�1- 4u+v
L
ryrn pltLYN,T
_nR
r.t eY Ml141 et Cr .B
_._.....,, _....,..._,..._._-.._..._._.
Et\lGINEE1=4ING
ENOINEERINO EXPRESS
PRODUCT EVALUATION REPORT
.S9aptamtMPr 15. 2020
Application Nurritter iT g 1 - RZ
EX Project Number 20.3E543
Product Manufacturer All Alrisntan Striders and Glass
Manufacturer Address 1540 Donna Road
VW%l Path Beech FL 33409
Product Nance B Desc,iption. 24ga G8NJaNZed Steel Storm Panes
Large A+ssfle Impact Resistant
Scope of Evaluation:
This Product Evaluation Rgmn Is being issued if accordance with the reglaterr�tts of Iht Florida
Department of Business and PTatossronal RrgWaaoo (Florida Bulling CarlaTess,ohn Rule Cnaptel
61G20-3 005. F A C.. fwstatewde acceptance pet Method 1101 The product rimed anovve has been
d as summonZed herein to show compliance we Flonds Builds Coda leafed elld2tx evahlelN unxne 1
OTITf� with the Building
ntot B purpose Hnandad N least equivalent b that required ttr -
Seventh Edmun 2020 and Nir6 M
4 ) P P� q TntT D11
r FI Il
Re-evallJelibn at th16 Tx 3d uct shall be ra[puxed following p3AIrR9rR ode Buklulg Carla rrasAhtNlt trtas
ieVle Ons
Substantiating Data:
PRODUCT
ODUC E AL-UATION QOCUMENTS
Ex rhalvHlg 920.31543 fined 24ga Galvanized Steel Storm Panes (HVHZ 6 Non•NVHZ)% thee" 1.5
prepared Uv EnyTmerniff Express signed 8 sealed by Frank BPnnWdo.. P.E Is an ttlegra part of UR5
Evaluation Report-
• TEST REPORTS
Uniform stark structural performance has been tested in occodance with TAS 202 is`5-t ntAndards per lest
repeats) #RBT-ASG-/7.001 by BSackwater Testing. Inc
Large mistpIe, impact ftnrstar ce and click loading Performance has been rested to accotdance wrlh TAS
201 and TAS 203 test shandands par test report(s) ItlBT-ASG-17-M by Biacswater Testing Inc.
. STRUCTURAL ENGINEERING CALCULATIONS
Sriucfural enldlnaonng calcuIntronts have been prepared which OVAkAalt the ptoduct haset: on
comparalilve ands, ra8onat aharysrs to quagi'',y the toaaeong design cnterin
I Maximum All wahie Spans
2 NtriHrnum Allowable Spars
3 Mina nrn, Glass Separation
4 Anchol Spacing
160 SW 12`" AveNul SUITE 106, DeERFEEIa St ACM, FLORIDA 33442
(954) 3 54 .0660 I(866) 396-9999
TFAMES_SENG1MElRINGEAPRE55.CGa
ENGINEERINGES vo a I S. CON
RM
.11'J
f..r` x __,L
CV
AR- j-1.1 _W,
w-
.
Mv.i
I
i+. -
•rtm
-T. A,,. "I .
- ,1: F 1.
.-
t,w
0 Y
A
�--L- »ifle>'T-TI'
T"1 '.
W . -r .11 11 iu
i
Ri
NW11,10M.160-M
/�
s ,ww
nv:RTi
Ir
P•xtua vaJ,
:La's ,i ,NKr. ,�
�
n
M
•.. :M!:., __"l
RA--- J 1
rr Tr xr
-v-
r__.,t r - uNIA
�1rT ; MS:
Mx
3.1. 1y Y 2r' X t.. rTt: > 1_1"T'FrC- -V "T
zit
T p.
4
!'' "A"r, r L6 „file,
r .. "a:,
Ira t L! 1
Rn
@^{
• rF Y. ClUx H -i
HF - --vs.
�s-r.i's:
f
Y
€
, "� /, , - K. �;:. ., V ;";il*4;= I - I -
_1�, ''
IL
_ "-•„ IPAAA1 u,"t .
E N�JGINEEi�ING
^ Page 2 ol"2
All Ilmdrlcan ShwicFS and Glass - 24gs CJallanized LkM Storm Panels
No 33 % ,nerease in allowable stress tras Deer used in the design of this product
Separation (Tom glazing is not towrod Tar olstaRetaons outsde at Wind tone 4 and ass-ntal facrii
Impact Resistance:
Large Impact Reslstanco has been denenstralled as evidenced In pxevionsty listed test l ot'Alrt(si, am ,s
$,,counted (or 1n the engineering design or thus product
Wind Load Resistance
This product has twen de6Tgnad to Iestst vard intids as Indicated in the span sch Adule(s) On the
respective Product Evaluation Doc ntrAerif 6 a englrPeering d(awHlg)
Installation
This product shag be Pnaiailed in sUncl comphari with its respective Product Evaluation DocLrnent (, e
ongli lee ing drawing). along with all comDonents noted that ann
Product components shag be of the magena! s) ':bled in that products respective Product Evaluation
ODcumerd (i.e engineering drswlrlg)
Limitations & Conditions of Use:
List^ of the twIduc:l shall at In Rhk:t accottlanre "a the respective Product Evaluation DocumerH it P
an in6ehP7 Uraw was hraD
All sipponlnq host 0ur�hB'es shaLi no d(P Pgrled to rmsl all Superlrrt Hosed lriids ;and shag be of A MaNus.al
Wed in this product's respective anctror schedute 1HOSI SIrueture condlkons which are not accounted for
in this product's respective anrt'ILM sctoodula ,LhaN be designed too on a site specific basts try a reigrsteTed
protasslonal engineer
! n r r n h -. against Caro on. cemermnatro and
All n which are ma IHR ms(aaed s a be protected a sl w can -ins Or pane pre h 9
rrHmr, such damage all as times
This product has been assigned for use 3Nrinln and outsae the High VOICKAy Hurricane Zone p'tVHZ).
Respectfull3 .
Frank Bennardo, PE
ENGINEERING E7TPRFs3"'
OPE00465491("an ,+tulh 499<
160 SW 12'- AVENUE SUITE 106, DEERPT!i BEACH, FLORIDA 31442
(954)354-0660 I(866) 396-9999
TtAXi4EnGtNEFAiNGExPRESS.COM
ENGINEf AINGETPRES6 CCLI
-
Si`. ,.l . H,. r ,.
..>,,,. �,,. >rw,,,
a.•s nla
.11
AYu� fit.
...-.
T _.._-
I, I ._.. ..... ,
LJ
T i 'k
urs,l,/"T{
11
Ii i
w 4'
III11
rA- -
E1 p�'1
�a R
1. _
110
+N A
T
;?
i
rt1�;>'T
N t I• 7
l
,�
•Clcu iii F
R �>TCUm"CM
Yr H"T -
I.
f
rt0..3.-7.•a.
;s Mil R9,- ty-4Yr.I. d-
''''ss
-
row '.-t.a,cx-:
♦N 3C I�'1�
a ,? r, s fi n r.ra x.
. L>LL t.•
N C
I.
ApA Na'1Hr alCitDN •.
e-A71 A
Gil kI "A.f
r'6I fT.
-
_ l!'r,H
�\ YlAtL AO,Hf
t r_2TLYl
M :. Y
Mi - Y.-R M
.1-
,
1
,".(,YLY":W Y3,1: Hy.
• : I ..A YR•e` "'
V
..'..
_!i>e~ _ tr
NU.l. i-i
I"rr1.7..
- iM wl. >L
L
N " Vr .,
,'xv?Yri_
IV,.
Jrt"ll, ' - M� - Y
1YN FY.r VANv
_I'
S.1A#:Y ^ A Y
yet
T 411 L
N 'Sir
n r
f 9
IFN
6: C :T' O
RJ � r.I-,
d :i l 1 -1•`a
rva
-.:re -n'6.
„s
2 T
I
-
ti r, i
r1
1.'
.Lr �1 fa ,,
rM.,
Y
,
Q
M'•K''
r -I'rf
41-1
it;
91Taj 0
,M(!FHlLE
-
A?I Pli
nl 1 ri
, P, " v n >
tA* - I-Ir,
� Z
1T .a _'r [iXS
`.-
El'
IE IMA
T1 ":W7
//
// I . I . 1Er=
--R.'i Nl Ar't.
r.51 ;•l A,�Mf
.T'n -Tr' �•. .
i
KY .
+r AY.IfFlwY rrJ`:'
Fool, W.
, --
//t
✓ .''/
/C"I O'Atm,N4 T"IP78JTKVF
cLaiO}
iig pia-
I-
gi.
-
1 '111k11 r..A1.S IP
IN S I ALL A7'ION PANEL 1
D.Di:JJ 1
PN'70 PCUPECONCRETE _._Q0jQKrE BLOCK AND +AJra)OD SM1JCik..RF�
vrsTlw POOKO
CONCRETE OR F ' A'. TAP011
CONCRETE BLOCK ANCHoar a f2` GC.
REQUIRED1.
�, r---- -Y--
..
I/4'a 'wPr�1N 1 i. _ �-•`t /+ar;' I�t.D '=. WO D .zA17'i ; t•' (1 , ii..,' ;Ex HEAD TEA
ANC"Dk 0 #T• OC .- 5CA" 4 / rRcw PEQIAI - { I �^--- W 4► 4" "ON
.14 EOT_ OT {J{ 1 17�,----_ EDGE � 1�'
E 1-1 L!��: - I 2'
i Mir, I
I I '
94I *.is YJ1
ii u�`oo�li n 1 '12• R�nP,MN•gRL' L ff p 1 `.
R ,` K t I e ,- Ara, t I
SEPARATION_j/ 18'.
MRi I J CUSS i APE'# AF PDT , '�•�-, SDP CLASS P " -, " ALUMd .PN ,
a- __.. Y� r t._..� ,.' RNTr _ PA M ! /+`A=2�,•' . 79 .,_ _ ; > sj,� f rTi'A-I
Y mr f'... -'
jW
Gras_;XN,- AL ,- I 6, 0 d I 6."0_
18 IWt7f. t 8 1 MAX 11A7r
4 G4 Decade d � , 'W7. SENGT - Btt-+s;(� B ; t PNifl lE'kCl}: ^"
! III et tl
R d r ' I1 I I . 1 111
N ]' Wn. I I 1 1_ p _
T.O CRASS I I a--SEPPWA`ION -1 THUMBSCREW SOi
R 1 ( '� W. R TO CLASS I dr `_
R I ILILA IPSCR€W L R I
I 9 1
TL-'ill H E I
tik,L_R.'"'�
t I --•.' � 1'Ir
L LF :+
iJ., I EI 1. 1/2•
Elf �r
11 ,"
T, y I a,'6'P fCPccu, ARCHCA
/ OIINL ,, - a2..AFOT:' a'PTAPCONPLATEWv„',Clp
ANCHOR a 12r' 0. OR RCUL'REC'
BLCKK
HEOINRE'0
WALL MOUNTING WALL. MOUNTING
SECTION EZ 1 bl URNATIVE EZ 1 W
SCALE d/8-1- SCALE 3/8=1'
NS.ML AT MIN. PANEL LENGTH
I INSTALLATION ARE ON.Y VAUO FOR MAX. AS.O DESIGN SHALL BE 2'-6'
PRESSURE RATING -/- 40.0 Pat AND 6'-T MIkx
PANEL LENGTH
2 FOR NEW WDOD FRAME COMSTRLRvraCIIN AKNOO
MEMBERS 10 BE WUT14ERN TINE No 2, W/ SPECIFIC
__.. DENSITYOF 0,55 OR EUUAi
`'�" a:•T!cl , ,
,� .✓*6
ty�?�''��CENsf''.;� z
D. 441 =
i
_` STATE
)wI
S(c. LNVVt�.�."ZL
F'IFIninmi A.%°.r llatrfaAm
_ FLORIDA BVILLING COOL (Nan High Velocity It.,.lcana Zone
,=. T`,Fco "'c
24 GAGE GALYANIZED STEEL STORM PANEL
�_;r
'
"` 1w"'A"
IL E C O INC
GLOBAL PROTECTION PRODUCTS, LLC.
In t[�," [N0� NING LOOPA i
- 1 `fir
.a a. r .4
7ai. 4--visiC nm'F'•-•1M 'a
- ,Z.!-,-
_-'gYJA, (rwjLM..RT'r
20-175
,w..i..�.
G_DON7v.
Dilrrr6 ,e
tirrrw
call 16 or
-11. 4 'Ii q 1,. .L.
u If'!-
Ani PR,N _ IE
11 . ;b, tea,
ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE ;a ra'W �N ;� .-
�' Lae A"' 3 't'--_ ^ -
DESIGN PRESSURES:
24ga GALVANIZED STEEL_ STORM PANELS �HVHZ & NOW HVHZ) ' _ IW k- -
'�- __. - -- --
-- - AS NCvT� IN DESI +N
DESIGN NOTES: 5C]`Ig7ULE6 a ry
P
F°0S1T1vE AND NEraA7:lVE DESIGN PRE53URF5 CAL „tfLATED
WIDT H VNLI MI SPA FOR USE WITH Ihi5 51STEM SHALL BE DETERNIMP PER N I" ° G
"'" t PER.^. TO PAENEL SPAN I-- C
SEPARATE ENGINEERING U ACCORDANCE WTTN THE a; �,j
GOVERNING CO DE, OORDDANRE REpUtASCENT5D tor r
tIs TYPE
AS
RM'U) T'r P. DETERMINED IN R10A BUKLDI WT C -SCE 7 L BE CHASTER a I
TT AS # }'D7 SECTION ^IJj CA OF THE THE FA d TFIV EiOR CODE SHALL BE LESS THAN Ni �
}III{\ 1 GR UAL TO T14F POSITIVE OR, ITED HNE DEf0k I,I
-T��-® 9PTTSWI f.`-A7 STnCH AS SURE AS SHOWN L VALUES usrpD HEREIN FBL ANr a ul 0
g 60.T5 YF1Tn WASHLRED ASSEMBLr AS fiHOtsN c m Il"R
YITNPd4UTSFP'rTEFlEPO n '..
wI Chi LAPS 9 01 DS PAN I U SE GENERAL NOTES: °;T
'aL Y APPPOPRIATE SPAN TABLEa An IE t}
MtOROJVICE MI°nTH THE ALOVIREE'Y�ENDE OFNTt1�E liORAMC jaAIJL AVOEi� iPDTEEO IN oW -'•
SE _0% ED1nCN 2C2DS t LIBE IR14 FOt AAD DUTa1D€ OP TXE i,PINz Pfa 10 0
B Ili � L hAN w_V TAS 201 :I AMD 30B T1 ST FROfOCO LS COnTNACTOR E.NAI.L SNVE5ITIGATE
Jz ;;�1{I8 AND OMFOBN TO ALL LOC ILL tiUnDDIG CODE AMEN.UM Vt.. KAr
'r, zr q � � ALI, 1 AD DtMNNAALTSNCRTlNtRUk BEYOND AS trE-S"ECIRC SF EO IJC4#IHRTED M. H.AY RL1f7B1[ N
�R a NO 3}1130 1NCREASe IN ALLOWABLE BIli HAS BEEN USED 1M 1NE
iK K - r DENGN OF THIS SYSTEM. g
3. IKE ARCHITECT/1 NGINUP OF RECORD FOR THE PROJECT
- _ Y A SUFEASTRUI-ruRE Witte WHICH INS DESf6N IS USED SMALL W RESPONSBILE 0 -
T-1iP--THE INTEGRITY OF ALL SUPPORTING SVRFAtY TO THIS DESIGN WHICH
A If-t , T _ SHAIL BE COORDINATED BY THE PERMITTING COM7RAC TTR4. Q 1.
SEPARATE YTTL-spec IFIC'Stn,rD twite291Rri SrYALL N RDpQO IRtD IN
t 3 r5. CRDtf TO OvfATE FROH LOADS DERtCRp4., Oa SPAS COMTA42E0
BLrTTCY4 MOUNT t ( I HEREIN, CONTACT THIS EN 012M FCA 4LlTRHATE SPAN CALCULATIONS AS � � �
{DOPIN TYPO
0.S-J \ t NAY Re REgUTPED ' R
FEO'D) 9 THE SYSTEM aPTAIteG tle"E]R IS OENERC AMC D NOT PROWDE 1 V" t Z
ga•":g ---- IHFORNATIJN WOR 4 SPECIFIC ST FDA SRE Gn DMMIS DOAPERtNT MON W F I "
7 1H to .AU Al ON REIN A CO DE nE Rak
G
] E NDiri a DET LE [ LA SE NCI € RL'GESfERE� �y3!
MAY DE Al T `. �-„ ; 5 rA PrE1Tc0 'N IK `TNI Nt 31TE Behr IP1C DOCIMrN'rS .OA VRF IN L �'� ' ¢
un14 MCP J M1H' "n t rl N7
B 0(.Y7"TIX°7�
G T n IE Crab t
6. bP 1LN P'REBSURES Nd'rED HEREIN ARE eF1_C0 . Pd tEA'd�lN UM TE_ E..
I TYPICAL VERSICAL MOUNT ELEVATION PH I.;tRE5Lr1'70'EDlr AI.ISFVETv FACTC'A
T. ALL r, 1TI11I'RR$y T ' BS,ET I oA ONEpYee EA,L'ir,,R jt Z �JHIE:'r4 NOTeb � � �, � � ��,
H T'T. ELEVATION CT EW1YrSI PA"STEE1FR sN ALL B'E KADNIL,H eLA9'EfI OR r TF.IRWF 3i; "-^' 1'' i
CT)" LSVOPr PE:a L57ANT MATERIAL ,AND SMALL C C"LY W--rrH'SPECTF'ICATICMS 5+
MR UH NIUN$TR UCTURES'sEemn 330 THE Ar-UMINrAI Ass "AT#ON, �. ~ p n
INC NAVY APPLICABLE FEDERAL, STATE, AND(Or LOCAL CODE, 3
1' F � -x T*�Rrt a SMALL 4r:P s ar 182 "
i
1 aN.-IPJr e AL1s P neLis AL stir TRts-1 , +
VS ax OC
R STORM PANt15 SHP4L '7JN FOfW LC A6TM AC }35TRLLi-F4RAt UALITv
rLanTN rrRti a
A. a.E Q'O1 I (SPAN A11GwE nTH'L_ CAD Gw-vAi172tD CVAT1Nc WIT, A NIMIN UM ty.481 Nat W
S'RL'CTitiN) .N AIaoni.MME,A]SE. 1DN55HAL45E 6062-T6AWMINWNLOY. at -
i UNLESS NL Om DerAl Q
TOA B BOTTOM DETAILS >,rtiYlN MAY BE [MTA1#C n4kGE0 AS:TELD
SOT POM I to DITIANS DICTATE PANELS MAY BE MOUNTED YEKTMALLN OR J
to
45 AALICAWA, J
GJNT 1 12 CONCRET! ANCNORS NOISO NBIEIN SMALL SE NN!®UED TT+ Q'
�_ (CNN TTf - N[N-CRACKED CONCRETE ONLY. INSTALL +SL CONCRETE ANCMURS PER
qZQ: "ANOFACTURERS REcOMMENDATTONb. 'I� 0
r t; 45 32. THE CONTPACTOR IS REMNSLO" TO IM4LMTE LRa FNC'TECi ALL '� R' � III
y tTs - T MEMREPS FWJH DrAiM1LAR NATBl1ALb TO AREVENT ELEOItOLYM g .,i'�' d
rTj O15iRUCTT•DEr 14 PFBINF€R SF/LL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN A5 J��J;j
yy
�� -T 4LOCATION MAY Vain) SH0 All EUGIN IAS OF Tn15 SPECIFICATION SY CIJNTPA{TOP.-TI-.I B@i
RA 2: INCCr4NIn15 a SAVES HAPMLESS T S MOft OL POR ALL COST N OAAA
N � INCLIg3ING LEGAL FLEA- b APPELUTE PEEb NE4.ULTN16 FR1W4 MATBLIRl 1
(4 a > \ TOP MCUFiT FA9RICAT•IGn, SY>-TEM E0.ECTION, 6 CONSTR'1CTION MULTricu f kiL D TiMT"
14,
t� , I -n M CAL FOR BY LOCAL STATE, A MF RPL CODES 6 FROM It`ANN TY'PFOMA.TIOKS OF n 5 PL4NhS q�'p) 15. EACCIPT AC lxPRntSLY PROY1DeD Nei ES t/, HI ADOP'lloNA6 IIaliIIPICA110 S CF AMPINIATION5 AM rNTENDErJ. �I38., ALTO.4nOVi ACUTTTDNS GRMHOAMARKIAG FOTAIE' dereHr d P
Ir ARE WIT MC kM tTrEG AN Cr urYALOAT[ Tn191:tPrOICATICe N®
rA SHA. fPfiOVA YU LEOW HAM Ma11JM OF II'u,AREL lE :17.NE 3 EL C E gilt ! R" I IBOTTOM FgUNT AOO $PAN BEIC}YV AERSPAN F PELT. E PERMA NG THE FOLLLED : NIA MINAT UM p�y, 'TYPB AS aEQ'0) OBSTRUCTION) ALLAMIRICAH 6NrfltSAND GLSS PI a
WE'5T PALM BEACH, R }pI
PANELS MAY BE NOTCHED AS REQUIRED. OPi1OPAi-" oSTITCH q,` TA 101 P P610411.TAS
ODAW 1a1/AL XU1f BER a afirBP+r riMRx
PT.OIliDEO PLAT CONNECTIONS AND BOLTS lN1TM StiA_Sf1ENPO-11
JU•Y+fOk7 ARE USED WHICH yFLTISFY WING NUTS FASTENED 0 ,�Q'.iT��.3
S'PANSABOVE i EEL61.1 �SIRUCTION. a''�Ll"S 9 HTCOTFI (U=€
IIPPRCNRRLitE aRANTABLEi VISIT ECALC.10)11543 0114
VERTICAL MOUNT ELEVATION w P`A'' n a=A-T,3 ,(NOTCHED PANELS) .&I I-
1 N T�VAn(%U iLALRI r PLAMKRB•artL.aFepL-----f 1
ALLOWABLE PANEL SPAN & GLASS
RATION SCHED
ULE:
ULEA D
'A
. GAUGE PANES
M N"RUAI "'it"- s
'.0AAATUNfFAUMG_tASf
N1>NNNr -F
SJ.L NTM! Anl'i[')
IMUM
`MAXM U
DI IN N
rl iAr Alr!
At :AYARIl � 1 IN 1r53•
t
I A TN S4 F'A1 N
r451 LU IN I I r
N r R t {,4t
Psr
I !
F,qA i A I -A frRA C '
SPA W A BONE + PdDF I,1AN iR ROVE U H P nu.}
, to
I- ---.
IAn1Y,n 4n0+n
_ .
I1Grn
IS /
I
1300rr1 1 606m -_.
?Sid le!
- -.
•
_ TA10.n m.
216'n -,
_-Y4n
v 1'.
_"'
ITeUP1 111 6.e16w
216,n
i 'r SI•
I,: Uw 698w
116 In
'/ Ns
Pro , able .�
1 tin 1
I
-51n
I
a37n rUBw
2 sT n
591 I 1 1 '
•1 M
J t 6
J6 L w
W h
--
,12
- 7o.,-, 131A
2990
SPAN SCHEDULE NOTES:
1 ENTER SPAN SCHEtESWtTHN ATIr=
DESMN LOAD B PANEL FASTENER SAACTN, iC
DETERMINE MAXIMUM ALLOWABLE STORM PANE
L
SPAN SCHEDULE IS ACCfRTABtE FOPUSE WIT), ,
w05tTflvE LOWTMAS LESS NOR L43L TO
MEGA RVE DESIGN LOADS
2 "PAMEL FASTENERS ARE STUDS U5ED IN
T1 M A TIWI EXTRUSIONS
CONJUNCTION wR a MDUN a EY U574afS
"FT-TAACA STUDDED AWGLE. ETC,) USE 625
0 C PANEL FASTENER SPACING TABU VALUES"
ALL 'H'• AND'Lr-44EADERS tINCLUDING BUILD 05:7T
rnrVDmoNs.
3 LII4EA44INTERPOLATION W,vv" LCAL'S IS
ACCEPTABLE. OTHERWISE rlSf NVO HTGKFP WAD
GLASS SEPARATION NOTES:
ALNIMtVIER SPAN SfEDULE WITH POSITI
VE DESIGN LOAD
D TGDEERMIN
UM ALLOWABLE SEPARATION FROM trfF OPENING TO BE PRGTKTEDE
SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS o/LY
INTERPOLATION BETWEEN LOADS ES ACCEPTABLE OTHERWISE USE NEXT HIV"ER
LGAO
7 Fop
INS A1tATT(ANS OUTSIDE
Of TrrE s I.l#D OUTSIDE OF ESSE,,.N
AACELI71E5 IN ASTM WIND ZONES 1 THR[}tAr>H a. TJ}E CLASS SEPARATION
;CMEDWE I5 NOT REQUIRED AND 110 MINIMUM SEPARATION FROM THE
)'ROTE "T D POIDOING, IS REOUIRED.
MINIMUM ALLOWABLE SPAN SCHEDULE
,T r__
TOP
MOUNT
i's4ai.-ITe
_ �t IF
z
��
aL
re
4
�`
�_
'1A3I
`
y
V
d
27
2'r
t
A,
,r rwsr+r
r
Ir
T
z.
r
zs-
2r
+c
d
4
• _r
H
z
ns a Y,
V
- t7
a'
±r
2r
z 4
2 r
2t
a
2r
2T
YY
O
r 6
S 9Nq
� 'a_°r
'3
I r
30'
TI'
I r
X1
=7'
il•
33'
O
F T
B,VIbW Oat
r A
2
1 r
W
4a
St'
2T
Aa'
Td
4p`
3T
Yt-
�O
_
'"siuo _shwa.....
-
'r z�
31"
(_.
2P
ia'
1-
1
34`
ar
iR'
YSY
iI'
_
`se-
F
CAr4Ax Mu^ax#
TS' '1
r
TO"
A6'
SO"
'
4a'
ur
4E'
Yr
Sr
F
'Ir H.APRr
d y
r
+a"
x
__4
`
1
o•
2 r
*a
2E
_
f` M, Teed
•r 4'
J 2
! W
50"
Aa'
S0'E
a3k.
-
24`
AS
3T
Tf.I•
S B a
W vlIN MAAAr
TT jr7S
r
3tl'
31'34
3f3"
1
33-
m
1R
33,
55`w
:Y'
!L5'
aN
- ,1
A2
�5 jelug
to A
S w. zf
j"�,
U
:>
1. 5q®
�N2;cin
WA
nitE
PyW
S BC
Y 11--"+EREARr..MJN.I- 6A M A•YAl XrAYi G1r4ANi 1n A>¢"W". in
C "'. L+'OAIn Tt ll-,V- c; .w»nq,s .•:Ite.Tf t R4, AL.,N,.I
.......
' a RLL
in
I " I .A a"TR ri N T U i. 4V Sl. RUM: -art 1KIALL E N4.1 J•, T- F ,r. 1 13
•HN ,dl ,Nk u'N-1A1--,8Ol tAAr
1 .!,4-.• t✓ :'IP€ DF d-It AF[ia. - -" 'l-u.N! ,NI t 4t( .ti•r41Pr-A,. - (.i Raijrye
to aln tX' , Yra.. .:a " 1 AIA %MART I,A ii XR .A>i,
I.VAAI fee iWiaT I CrII ra ASAr rE 1
r.e1aAPN er •o AGt�r1, r >•JRarr»<tA, s*ieL. 60L^;, Ma, :. aR,s ,6: ,++wl-,=-
r w
IAS ryNi45Y PAN 1.4.1 �i 2
5 -W S b Y[Ar•�-�->'3 aNi •l: G^l+W 1, PA6annn:IaYr.♦A=•,as
Z.4rf ,P _
r'AL .Mrs ,Y♦ FL to ,. NSI,K, vst>+cF+LTTaC. ;'Mt,lTM !NI1NN 14 r>IA54 ]a,♦MM?
j OPTIONAL INTERIOR FASTENING DETAIL
\!. r4 i
p w
� r
w2;
u.18e;
r¢=lR
0
Zg
�u
� �_
:D
= A
i_<
LII
y
t'I 0 5_
< n
ZT,4F
4
aAAL 0PANN.in
-111,
(�
A04AGSN1
Off
/LU
PAW.)':
�
aE
r. "]R
A °a.. i' . o 'A'AiA AM'" "
M PW S
,
R4 lA-sOREA PfA"
1NMMx rAt
'"C
A- -f -alA
p YYASIlAli'
f
B q ! 2
121 �CIE
t. "CTAWCT1;. Al-Lv•fOLv.T
�[r e r1tf;.
��L1I I6"I1
Fa,P:,SFIM NAHWfY'
r PAML I
_
A
0 FlE1
C
K •4
7
r
Pa+20TM
- fNm,�
>��� i�-�
I7
77 A
��Eaf
1 lN5:1it4 �*
E 1 . , f SRAA7APJ ,,L
..n .0
A... l"', . 111,,,a-, ,✓
XA.LA.
P ct Rof4A#+Tlr.
WMr. �AOIA"w '.
•.:+Rat_ WAtt.�
NAL EGRESS PANEL DETAILINTFR,IQR
FASTENEN 11,
r`xdu6+"rJA_FB
__r IF
4r._
' 0094" ♦•-1990. 7 253•°.�,T„Ir I�2�15D' �-OIMO, t�i � y+au S,U4i I "j'v 09a' Ix9` O�7s0• 8A94' $ i�.' ? o Lot a, _.ry.�i oh
3'-'•1!_ DLas^, .444" T- .l2Er pry t, ca18 GA S iy M T ri TYR ) II. 930" t.930' O.De2!� 3Trrj -"--I �I_1 �.n 7, -1 T, ,D 7,1L - 7E'- 4 91
/5 --Z•--P)D,66 + 25T3" .-•l 2.DIxa` I•- -A TVP V V rR
2�DD0" I-- Eu> G
arci
.I21' ' ' _ •,.• ----' ,J' rEAl aM.D-o (�,'MIELI JWAM Ct.D6UltE L "N.tiiLl'';._ "'
1.5L I.SUJ-I.--.11.560` SIC jj'11
3 3BO 6W(N .11.6k55' 0176•' GO0 55- 0 3?s' 0,01 ' 6".-d 1
�12.511CT' PANEL COVERAGE yyL,i 0.179' ` I (" 0) Igp"�� �'SS 0.35D' 1.J07" t it Re ar ..
1♦.875' PA.INELIEN.-TL 0I W
'.250' ai.toSC*O.OSD' 250. ���...777?C
0&4L_1A&L .. q� 1RR7¢i OID,KTTON1 0.090" 1 " T J D.erl7 �L "A4wI+°F,.rr 0 Des' � iI • 40135- .105' TYP ts��,aaftio-a T'r TRACK 'i'TRACK 6 ,E- 1 F_ kr r0957' J3 � 11 a YM
03T6• `�O�j' 0
A A-4r i 1 a- ISO, 1 IS" ". Z $'
T� j
JAI
LK, (jx A •:E 11.
MR[!TSAY `12 g9
_ I.-..1,G00" Or.12s" MAR AL A u Ri vl ^;
- _"J , RLV®ISED 33 0 4. :
f 11 '•]'L f:S
•c' ryq
r L AWO.E - 14M..'SC [ 'TENaFO' s
n i. a " J1a >� ELL
.: ID,-. Mr.
H,:1v:
'i
Ip
V �C
- 1k00• `^ YYn'+?'D73 +'e[S^CAf[P 5 8
H P rig, 1 AI."Ar 'Lit 4 ",y, `XI
OIERIAP /�"j 1{: T!v,C 17r, i I
4' VAX A COMIR OL d a! te[ I ✓ ��'25• KAN. ��2{, fP C.188' .,'J�-,lI_ -Ater, k, tJ
MAR, r x t' ,_ \O .23' MA g
x _-a.; u• m-'T 4 7 F, ,n r:-asr•Yr 1:I.•nf.s cc 0
N I.
1
1 w M av
S
U,.
DISTANCE p RIB 4I
-VV
'( ,. ,?nr.1A� _I
R n lu r•rrr L.'.
1. J00' J
I .A AaexE
I
\ Q
\ /'�".I!-"F L_f.F:[ICC� I ti Jt 1. K'��I+:: rP-,,-i'r_ff;rV`�•
\ / w r r. 1 3l.. ro �alv. AeIr D.: lux xe.,n -Orlx 0 p
1.000' ii +";.> MI a'a :,•. _]t.•,a r-; :Fr FwtRa.v.>o ti.�D.: FIa" `i 9 S itE
1% �
OVERLAP /
A -.S NIi - 'T MAX � 25, MAX �rlRlr1r11 m (.HLUW n.IAP ,
IN
.,•' 3i-.•Y N T2 .J \ ` rlT 9 1NSOD' C .- L ��
R. Tv=
xv d IE .-t
1.5C0'
i . 23G
A••, -a A+r.ra.>�I. �6•MA7( � MTN `
1�5'<b:-,-1tJ4 r^'•1 I OFI y ., A, AVr fr•eTT.T 4v'rJ•" i4 •1
'x'� ,r��L L�i•R.RE0.:lDIlE0. aR3 afT4'f LaET•'1L W^ . 4_. 'L'. 11L xfir'!"'!a�?1 p3 AAA+eI
J BED rr'JPAA? Yr1MY'. J' !DE
9 J PLK .'C"ll• 3 i iii
D TRAYIIIGI n'C YTRES.IF aL F ggE�
ANCHOR SPACING SCHEDULE:
3a -au,E -ANEW. PANEL FISTENE hS All 1: :.,_
2.3' BDG! DISTANCE
- I
-F
NAR ewer
Ancient Paess"t
TYR! PSI
u. u I a'
SCnN U. Tor, r
•.M vl IQ to -I�
CORN TYPE
:f C2 Q
xY1aN "Pf
Cf C2 C3 CA
COIW TYRE
C1 r7 rA
]S 10/f C.0a.
RINI.1, utTRA¢61 I
_, .,
memv..
p_„b.
12
1 .0 I
4.9'
12.5-
76.fY
10.2
b.B
l2.
12. S'
16,0" IL >r
d0'
1E S'v.0
1 '
8.2
S.5'
lL S'
16 0 5 7
-
1 2
12.4'
1 1"
6d 1,
tp.l' ri.Y
69'
61•
1 29"
125'
36 (1^
fit
8. 1
0-1'
S ♦
S.4'
12.9-
12.9•'
Ia0 61
16.0 as
5."
S.,"
11..
15.d &1'
S.r
1L 5'
36.0-
bl'
s.r-
13.5
16 a1
s/'
'1•, :Y RIN xi
ANEWMT MLTPAC9N +1
.TL,
H
Ir� 92
72
12 S'
S6.d 960"
f6O"
i2 S'
Ib.FY'
16A
13.0'
12 f"
Ib D # # f
1O F
I r•'
!h) 60
1119
1 i
16 0"
T.1
.6'
2 5•
ld.n Zvi
9.:.' F
i r
1 +
Bd 1 9
119"
12f"
I.
139
95'
L29"
160 IL9'
91"
l 1.5
6ry 9'
1 la
,d'
I_
12 s'
16,d
159
AS
L2.I"
#6.0 2191,
S-5'
12.5'
16 a" 31,9"
9.S
125"34A"11.9
0. V,
1I.5"
16.0 id 9'
P, r.
:
1 .YI o s Rare 4
! r .2
ALLNLn9TS Shim SIT 42
N
48
*=q.i t' 51
72
13.4'
]6.d I6,O"
1pd
12 T"
36.p"
SB*'
134'
129
4
le p' I 0"
R
11 .
79,4
le.d• I&,Y,
1>1.5'
11. 9"
14.V
It i
Ie.l"
12.r'
16.0' 12 s'
10T.
1}5
]t S'
160"Ise
is.ri' f4,4"
13.1
12.Y'
i25-160'
it3"
x6-6'
115
12,5"
106'
Ili
125"
/2.9"
16 U'329'106"
M&O. IT'S—
10.6"
12.5
36.0 !. C'
3[t6
12.i
S6.Cr
12.5
10-6
1215'
LBO 12.5
10.6
I
:ra )3
_ ♦ i
48
[X 52
I2
1d S'lfld']61T']60'
72.5'
160#60"
Sb.C'
t Z.5"1fl
12-5"
0"'2A0
16 Q"
15.7
1♦�
,r-
12 S"
12 ;'
160160126
160' f56'
11. i'
12 S'
fa a #ai
!! 1`
l2 1^
16 Lr!;L
11 i'
12 5'-
t6 0' l5 S'
I1 1'
SLT'
Ss-O-' I..,
11.1
12-5"
i6. D"
TALI'
]1.2'
125'
I6 D• 39.5'
IL F"
12. T'
360" SS.r,
lit
1L5`
36.C"
15.5'
11.2'
1:.5'
160' 155"
I1.Y
2.5'
®GE
DISTANCE
x
"1,
,.
3
�
114' . ] U4• CMDI'D T-
ALP. •:nix -II. 41
As
a=-- s
]7♦' 11.111-1 MR, 1, 77
T>Alr , IRwu1 q
48
Ft_..� 52
E}
32
6,25'
0,29'
6.25'
w2s'
11
1Z Y'
10.1,
a )•
1•
aid'
16.d' 65' b T' 62S" 11.Y 6 25`
I3 T" 625•' 95" 625•
f 1 "I a25" 111. 625"
SD4' 615" R3' 625"
R9' i 5' R3 s"
2 2
I6 O' 75- T.3 1Z9 ]3.<^ 8,2" Z8' 62f"
15.6" b.0' sA 625' fO.B' 4, 4.r/ 6 b'
2 2
10 3"
9.4"
9.3"
4T'
4 T'
q '
f2.D 48 5'
10.1
A 2S'
6.2-1
6.25'
12.5'
x2. S'
A• ,YMHr T
- / 3
rTa SS -.4A, +I
.a
d-.........._ fill
la :':
liIF,
13 8' 5.1' SZli p27'
30.T" ♦ 1" 1 4.d 0.2S
1D, 4 # 40"
6,
12s' + ?, 46 u25"
LL7' 4,1' 1,9 Qz1'
30.7 41" 4.0'
635'
1If,?" 4A' 4.0' G29'
407" 41` E11 III
I .'I" 4.0'
O
¢
I:.- r , K ,Nils, T3
1
ALL 90prs soUO inn .1
4B
* A.1.'i!L 52
�r��1L
tIY
' 4
1pd # ] IIx 1Z.5
]6 d' 9.7" 7S
129'
T'
180 i 10'
12.5
16.0' 1 L T' 9.1- 12 E
16 D- 7.IF 6,7
12.5'
II 7.t• $x
12. S
1 ' 7"
6 7 9. T.e' 12 5
a.D^ J T b
3 .0
t 2.S
t6.D' J,7• 6.2 '
12.S'
2 .S'
z
16.0' &V 73` 12.5'
T r•
Sb Lr 62 1Z.S'
360 7.7 Car
ifl a 1 1 x
12.9'
u 9'
160• 7,7' 61
• 7.T•
Lfl U fl-2'
31
mNAAI AA.. - a
48
52
7i
12.9'
16.d' 6.i" 4.9 b.2S"
119 A 111"
625'
fa]' 90" 1.7"
12-S
9.3 345 13"
6.21"
9,2 Lt- 1.3"
4,25.'
Sl.s' a,4' i1 62
9.2 firs-12'
2S
6. IS
6 S'
Z
1 b" 4 8'
D .i 7 6,39"
9 2' S' ].
1 7 02S
7'
9 29' 7.1"
3.2"
i
5'
3/4- B G! D15TANC!
--
`
'
... e4 .
AN Not C IRC!!Ua[
TYR! !s►
=•W"Y•u -, .-tM Irrr+
,
,n.M,l r.t A}
WtIN IYfil tYP!
Baal
a � C1 CIE OR G
WNa 1T►E
rl Ci [3 t♦
3
uv ".- 41
p--�� 48
S
`I
t15`16
C-.4,0
11Y'12.5'
6.0"l6
P' 75`
SS.S'
]6.0'liA' 67"'
t>r
16tl L6a
a6" it r•
2601ISa'
a1•
l29
]00"14 a" 0D'
125
1 ?" 16.0
75- 12.5
360'
U7" 6A`
12.5'.0
1647
1 3O'
11 4'
16 1&
14.0- 1.1
69' 12
GO, 11.5
15
la I
1 .T 6D
1. T•' III
12.
12.5'
180 54 d0'
T
160. 14 6IT'
IIIA2 r[WNT
M 37
WO06:9CRIPM 41
48
9'2
12
12.5
14.0' 16.0
101" 12,5.
1 0-
t2. ,D"
i T
1 S
L
0'
75. 70.8 42"
1.2 S
x CO' l 7
1' 2 5
a x
1 6 0
9, 7 " 5,. 6
--
li:s'
Ss9.a` 5
3 6"
11 S'
Ld S"
1.'e S'
'AV ILO
16d SS.1
14.a 9.6
7 0' 1t.5
6.4" T2. S'
S,S' 12,r'
16.0'
lea^
160'
a. S 6
6
8.,3' Sa
96' 5,6
1 9"
1
a 9"
a
12. Y'
_
,a' - 4 -
'd 9,6 0•
f 6" e"
a p' 9, 9
6A• 6' -
f 9 56^
+ 1 WriP IMKI? 33
IAA CPN`CFW 41.
y 48
9` ..S2
TZ
12.
tt-r
12.
SR.d la0
LLO- LILY
1E. 11,4
12,4
L2, S'
12.r'
Ii D
III
a6,0'
Ll.r
9.2'
91'
12.5,
12.5"
12.5'
16,a" e. '
a2
MR` 9.1'
16.0 Ri.
12.5'
ids INTO"
35.7' iG S'
91"
12.r
1;i-
14,0-
160-
9.1'
9.1"
IT'
12. ' S
16.0' 9A,
/8.0" Y 1'
71,VI_ BI
1 VP' J3
A. I fiin+xxAr? H.
1YOan eI5RC1C M
Si
I� 2Z
L2.5"
SO" 8.6
7. f 1 S
IS.S
6D" S.1'
1
1 S
3. S.3' 4.'
f 5
12 S
4O'" T 0'
i9• ]2.4
Z 9
1A" .
a- S'
Z
12 ♦' 4 •.1-
A 8
L2.T'
4
751' S�
r'
S.a" 61-
]2 t
4 !.N
i"
A25•
12.7' 4•" 4.'
L: T
11.2` e-S"
4.7 • b.24
11 T•
4 • N
7
L75•
l2 l• 4: ' 40"
7
6Y'
li 3" ♦i"
4.0. 624'1Z
3"
• .L"
623'
1Z. ]' ♦"' aC'
ANCHOR NOTES:
;AMC FFIR SOIEDUIE APPLIES TO ALL PROD(I rS C Mr-PIFI) W-Rt1N, BUT ONLY PRO IOES
MA.TtMUMN.LQwA BCEANtF0SPACING M AMAiL,3WAbLE EPPH5AND PRESSPS INDIGA'r fi
IN SPAN SCHEDULE SHALL APPLY.
2 ENlTR JINOICM 5QHEDULE BASED ON PANEL FASTENER SPA:Ctr4G THE EXISTING 91 RUCTURE
N�TTDT AL, A ANCHOR
TYPE SELE+77 DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELL-T SPAN GREATER THAN OR EQUAL T, SHUTTER 5PAN.5KEC1
TYPE 9 S CONNECTICA PF BASED ON q: PA0Pt0ATE MOUNTING r1Ndv7TtCxT (SEE MOlH4TIHF DF:TAII ON
i
IF A 7 SHEET 2 FOR IDENT IC now OF lYHl4K ION TYPE . J
3 'PANEL FASTENERS`AqE STUDS US D IN CCWUkC1ON MTH ALL NYUNTiN' EXTRUS
IONS
"?-TRAQC,ST30CEO APYltCI R5.2 "tl.0 PANEL FASTENER SPA NC TABLE VAL
UES OR
ALL-1-4 3'U-HE LERS (INCLUDING BU1LD0U7 ':O NtlT745)
A ANCHORS SHdLi 9E W$rA1L131 IN ACCORDANCE WITH
FAUFW=TU R5- RECOMMN1Afi OL
5. 1Q,OH BLO4TL tDST STRUCTURE ShAYL.I. rONFRM TOAeTM C0 eLOQI
6 MRJIMUW B'IBEDP•1Bdf SHALL BE AS NOTED IN ANCHOR SCHEDULE
7 iii ELYN IA E FORM. 4 b MRAi M EIHD ENT AJr6 EDGE � FIC EXCLUDES 57TKLT2 JIL 9RtIX AND OTHER WALL
FINISHES WALL FINISHES SHALL BE LIMITED TO t/4-MAX OP, SHALL BE VERIFIED BY OTHERS TO
ADEQUATELY TPAPSFIER LOADS TO NMI STRUCTURE
B. NCRETFAtiFOaS NOTED HEREIN SHALL NE EMBEDDED UN-rsACYFD mNrBETE ONLY
O
WHERE .MEETING STRUCTURE IS MOOD FRAMING, EXISTING CONDITIONS MAY VARY. ETE ED
VERPY THAT `ENERS ARE IMTDADQUATE WOOD FRAMING MEM8BPS, NOTPLYWOOD, FASTEN
ING
TO PLYWOOD L'• y ACrTABIF OffLY FOR G _ DE CtpEKI PF RIEC(w
10. WHERE ANCHORS FASTEN TO MARROW FACE OF s7UD FaAfilli FASTENER SHALL BE LOCATED IN
CEHTER OFNOMNA.LT2' XM (1N.I A MOOD STUD (1, ,E DIS A IS PT
.RWOO[)
FRAMING).WOODtUDSHALL 0E ^reUTHERN MRE• O.55GRGAEA FR DENSITY
SHALL HAVE PFeLLSOS PAN WAD OR HEX FEAR
A rY ll RENgO'MBLE r.Gr/ols ARE OPWAL 4NELM4Tc ALL- POWT55Q3LT-SE-B bR11i BUSH DIG
12. f4ACHINE 9JIEWs SHALL HAVE In- MINIMUM ENGAGE74EW OF THREADS ! Wro THE BASE
ANCHOR AND MAT HAVE EITHER A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDeArALK 6CA_ u O
13, 14MMUM EP40EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROT HER WALL FINISHES N.
Ia, = DESIGNATES ANCHOR CONDITIONS WHICH APE NOT ACCEPTABLE USES,
15 SIF DIRECT MCAIN11W, dW41rTIOrE•
16 UNEAR INTERFCLAn Dh r,NOr FI"MMEC• FCC U`f,NTM THE APIf1NOk S:l1EWLE'5 LJ5TED "3N
TrBS SHEET
_+-A
N
C/?
m
Q;
U
>
C
L
Q
=
0
0
a)
Q
O
C
m
-0
a-
.�
-�0
�
N
C
O
-2�
/�T•1 ��
W
O
Q
C
0
3:
=
o
U_
NV
O
LB_
C
.�
L_
Q
>
1fit,
^Q
C!
4
Z
Z
W
J
U L 1 4 2023
Virtual Re ew Assist, Inc.
Plans Review co pleted and approved
Tor compliance wit the 2020 FBC 7th Edit
by Debra A e Klahr PX2300
., :'.;.
d
w AY
6 wr
W
F atrlgeI .6
o -z
W .i
Mill
r !
rt1.
W
11
IoO
�
'I
(A
z I
I _ d
rjS_j g2.
f . 4 i
;Z yK �
N iR t,x
Lai
UJ 6
Y
2:
Q
ill
(n
-ii.....,
a)
^a,
W
C_
_+__j
+__j
W
O
W
0-
0-
a)
U
Z3
M
0
D_
o 1
a)
I-
M
W
W
Q
Z
Z
Q
I
a -
SHEET NO.
SH 1.5.
I&
r1�.dW.. U ...... .-_.: _.,A .. w►. eYll� s.L�k,l -. ..n. Y!
THESE DETAILS ARE GENERIC AND
MEANT TO SHOW GENERAL FLASHING
AND WATERPROOFING METHODS TO
BE USED.
W CEMENT
PLASTER
12 MIL DRYLOK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
.' ` . "• ` , 1) SEALANT AT
" 4) SEALANT JOINT
:,: '�.. WINDOW BUCK TO
OUTSIDE EDGE OF
" ' ' ' :� MASONRY
WINDOW BUCK
2) SEALANT JOINT
5) SEALANT FROM
, ,::' "; INSIDE EDGE OF
WINDOW FRAME
' 't, WINDOW BUCK
ACROSS WINDOW BUCK
AND EXTEND TO
WINDOW FRAME
MASONRY
ATTACHED
PER CODE
6) TOOLED SEALANT
REQUIREMENTS
BEAD BRIDGING
CLADDING AND WINDOW
FRAME
3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND
FENESTRATION INSTALLATION AND INTERFACE
JAMB, SILL AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
STRUCTALATH TWIN TRACK 2.5
3A" CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V" SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
SCS 06_02 WINDOW FIN INTERFACE WITH
EXTRUDED SHOULDER
WEATHER
RESiSITIVE
BARRIER
WEATHER
JE BARRIER &
IARILY SECURE
EXTERIOR
SHEATHING
WOOD FRAME CONSTR
SELF -ADHERED FLASH IN
BY LAPPING DOWN OVER RiM JOIST AND UP
WALL BY 6 IN-
WEATHER
RESISITiVE
BARRIER
SEAL TOPS OF JOISTS -
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weather
resistive barrier above header to allow for
flashing installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier �
3. Fold weather resistive barrier back over heat 2
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW [WP01
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING -�
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
PRODUCTS DETAILS
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
Refer to the number marked as (i) in each detail that corresponds to the
numbered Items In the list of instructions below,
1. Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding
laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand,
embedded in the adhesive layer) - for ease of installation and to
minimize scoring cuts
5. Remove all release paper per standard installation instructions and
adhere to substrate using a square piece of flashing material (6" x 6"
Minimum)
6. Fold as shown by arrows
7. Angle of comer may vary, adjust folding of the flashing accordingly to
fit tight to corner
8- Mechanically fasten as necessary
r�nannv�.a
SELF -ADHERED FLASHING
DECK JOIST
2x FRAMEWALL
TILE FiNISH-
1/2" DUROCK-
8" CMU
4"ORR"CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
SLOPED MUD BED
ViNYL SHOWER PAN
SELF -ADHERED FLASHING
PO
IWPO7
JVEATHER RESISTIVE
BARRIER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
3/4"-1" BEAD OF CC NSTR.
ADHESIVE TO BE A'PLIE1
THRESHOLD OF D( OR At
UP JAMB 6 US:: Li )UiD iN
OR EQUAL WEA.TH- P. PR(
SECTION A (SEE DET AIL WPi
SELF -ADHERED FLA.7HING
SEAL TOPS OF )ISTS
UNDER DECKINL-:
(SEE DETAIL WP )-/)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
d g
Q ' o_
w w
0- a
W
W U
LU
d Ir
LU
Cn
O
SHOWER SEAT I WP1 1
-- WINDOW UNIT FLASHING REQUIREMENTS
- DOOR ROUGH OPENING
-
SLOPE
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
3/4%11' BEAD OF CONSTR (0.6 cm : 30.5 cm) include flashing as described in Section R703,4.
ADHESIVE TO BE APPLIED UNDER { SELF -ADHERED FLASHING
THRESHOLD OF DOOR AND
RETURN UP JAMB 6`. USE LIOIJID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
"AIL BRAND OR EuIIAL WEATHER within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of
PROOF CAULKING CEMT. FIN. Y Y P 9 9 e4 Y
�- SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior Gadding.
SUBFLOOR
> 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 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 a oth r d t t b t I h II b th
RIM JOIST r e approve wa er-reds the arn.,r ma erla s a e continuous to a top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1.
R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based
sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The
individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in
accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers.
SELF -ADHERED FLASHING (�
W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space.
NEEDED IN CORNERS ADHESIVE
[STALL SELF AL1HEIzt;J ASPHALT ADHESIVE
THROUGH SELF -ADHERED g. pp g, Y g Y g pp
a�sHsr�c �e � HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied
ASHING, SEE FLASHING SELF -ADHERED FLASHING
-ANGEDVIANDOW shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
EE DETMLWPo11 used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the
SCORED entry of water into the wall cavity or penetration of water to the building structural framing components.
RELEASE PAPER Self -adhered membranes used as flashing sha!I comply With AAMA 711. All exterior fenestration products shall be sealed at the juncture with
=LF A(IIF D PLASHING. '- -. 14��L�^'oRE the building wall with a sealant complying With AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and
RELEASE AEAS TO WN,sE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the {"°LMvM1c gin, pptype of sealant. Fluid -applied membranes used as
)TTOMOF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
AREHOLD
shall be installed at the following locations:
i.
1.1,Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall
finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings
2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following:
5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration
4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are
not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
1.2 1.2. In accordance with the flashing design or method of a registered design professional.
("�
SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods.
�/� J
Y Y P05 INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAfWDMA 400.
2- 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills.
4.4.Continuously above all projecting wood trim.
5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6.6,At wall and roof intersections.
Water Resistant Barrier 7.7.At built-in autters.
:LF-ADHERED FLASHING
kTCH
IHERED FLASHING
i,,22
c4
�5
VTP08
PLASTER STOP J_;�
CONTINUOUS BACKER
ROD & SEALANT
A�
FOUNDATION WEEP SCREED
STRIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK WRB
SF LATH
WRAP DP WRB ONTO
THE VERTICAL
SURFACE TO TOP OF
FLANGE AS AN AIR
BARRIER
3-112" INCH FLAKE
7 �y THIS GAP IS A RESULT OF
NATURAL SHRINKAGE
DONOT SEAL.
�- DRIP SCREED PLASTIC
ACCESSORY
SOFFIT/CANTILEVER
Lath
Sheathing
Stucco
LEGEND
SELF ADHERED FLASHING (SAF)
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER --
SELF FURRING (SF) LATHf�-
PLASTER ACCESSORY
SHEATHING. 'OSB•. PLYWOOD. DENSGL4SS
STRUCTURAL FRAMING
STRUCTURAL SHEAT1110r,
STRIP OF SAF
DRAINAGE PLANE WRB
V,
1"SF
BOND BREAK WRB
LATH
I�
8
ER STOP A
NIJ0115 RACKER RnD
LANT
tITITIOUS FINISH
WP10
in
W
Ov
flt
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
- 7/8" Cement Plaster
t/3
U
0
�+
C
O
cu
.
(n
.�
CO
cu
t%)
0
O
0
0
Oja
ILL
ca
0_o
Ce
j
>
. �
(ID
O
Oe_
CU
u)
!~L
d
JUL 14
ual Review Assist, Inc. Plans R iew completed and app oved
7/8" Cement P4lirsWrIPti ce with the 2020 FBC 7111 Edition
in accordance with by ebra Anne Klahr PX230
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B. cn
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
)ecorative Finish
All inside and
Dutside comer will
need to be miter
Cut and caulked all
tIutt joints need to
tiecaulked using
Stampede or sim.
Caulk for all
r�
V �
ICU
0.
CL
o
0
Q_
CD
CU
00
w
Q
Z
Z
<
J
Q_
SHEET NO.
WP1
so
TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8"
3-COAT SAND FINISH STUCCO
ON SELF FURRING LATH ON 2-
LAYERS OF WATER RESISTIVE
BARRIER COMPLYING WITH
ASTM E2556, TYPE 1 (TYP).—
SHINGLE WATER
RESISTIVE BARRIER
OVER WEEP SCREED
WEEP SCREED—
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
18 GA HEAD WALL FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
SHINGLE ROOF PER SPECS —
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"----
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
MEG
TAPE EDGE OF HEAD
WALL FLASHING
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
WEEP SCREED
HEAD WALL TRIPS FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
CONT SEELF ADHERED
FLASHING TURN 3" UP WALL—
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS -
'Z' C
STANDING SEAM METAL
ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
v
co
z
50
HEAD WALL
00
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
WALL SHEATHING PER PLAN
SHINGLE WATER
RESISTIVE BARRIER
OVER WEEP SCREED
TAPE EDGE OF COUNTER
FLASHING
WEEP SCREED
COUNTER FLASHING
CONT SELF ADHERED
FLASHING TURN 3" UP WALL
SHINGLE PER SPECS
STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE OUT OF
CORROSION -RESISTANT MATERIAL
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP;
TAPE EDGE OF RAKE
WALL FLASHING
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
RAKE WALL STEP FLASHING TO
EXTEND MIN 8" BEYOND
UNDERLAYMENT
FIELD BEND PANEL UP 1 1/2"
CONT BUTYL TAPE SEALANT PER
MANUFACTURER INSTALLATION
INSTRUCTIONS
'Z' CLOSURE
STANDING SEAM METAL
ROOF PER SPECS
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"—�
y' ROOF SHEATHING
NOTE: PER PLAN
ALL LATH AND LATH
ATTACHMENTS TO BE CONT SELF ADHERED
OUT OF CORROSION FLASHING TURN 3" UP WALL
-RESISTANT MATERIAL
HEAD WALL
TAPE EDGE OF HEAD
WALL FLASHING
FIBER CEMENT SIDING
PER ELEVATIONS
WALL SHEATHING PER PLAN -
SHINGLE WATER
RESISTIVE BARRIER
OVER FLASHING -_
/11
STARTER STRIP---_-_
CONT SELF ADHERED
FLASHING TURN 3" UP WALL-
18 GA HEAD WALL FLASHING
TO EXTEND MIN 8" BEYOND
UNDERLAYMENT
SHINGLE ROOF PER SPECS -
ROOF UNDERLAYMENT TO
z TURN UP WALL MIN 8"
ROOF SHEATHING
00 PER PLAN
RAKE WALL
WP 12 VX%-I%r I %J V Vr1LL -
311
= 1'-0"
TAPE EDGE OF HEAD
WALL FLASHING
FIBER CEMENT SIDING
PER ELEVATIONS
WALL SHEATHING PER P
SHINGLE WATER
RESISTIVE BARRIER
OVER FLASHING MIN
FIBER CEMENT SIDING
PER ELEVATIONS ,
WALL SHEATHING PER PLAN
SHINGLE WATER
co
RESISTIVE BARRIER
OVER FLASHING----,
TAPE EDGE OF COUNTER
FLASHING
STARTER STRIP--------,
COUNTER FLASHING----
CONT SELF ADHERED
FLASHING TURN 3" UP WALL
Z
SHINGLE PER SPECS---,,,
;0
STEP FLASHING TO
EXTEND MIN 8" PEYOND
UNDERLAYMENT
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
HEAD WALL
FIBER CEMENT SIDING
PER ELEVATIONS
TAPE EDGE OF RAKE
WALL FLASHING
WALL SHEATHING PER
SHINGLE WATER
RESISTIVE BARRIER
OVER FLASHING MIN 8'
00
STARTER STRIP
00
STARTER STRIP
RAKE WALL STEP FLASHING TO
EXTEND MIN 8" BEYOND
HEAD WALL TRIM FLASHING
UNDERLAYMENT
TO EXTEND MIN 8" BEYOND
lo
UNDERLAYMENT
FIELD BEND PANEL UP 1 1/2"----
CONT SELF ADHERED
CONT BUTYL TAPE SEALANT PER
ol
FLASHING TURN 3" UP WALL-----____
MANUFACTURER INSTALLATION
CONT BUTYL TAPE SEALANT PER
INSTRUCTIONS
MANUFACTURER INSTALLATION
'Z' CLOSURE
INSTRUCTIONS
00
co
STANDING SEAM METAL
f::�
'Z' CLOSURE
ROOF PER SPECS
STANDING SEAM METAL
ROOF UNDERLAYMENT TO
u
ROOF PER SPECS
TURN UP WALL MIN 8"------
ROOF UNDERLAYMENT TO
TURN UP WALL MIN 8"
ROOF SHEATHING
PER PLAN
RAKE WALL
WP 14 Rvvr i v V Vr�LL -
3"= 1'-0„
HEAD WALL
ROOF SHEATHING
PER PLAN
CONT SELF ADHERED
FLASHING TURN 3" UP WALL
FLASHING REQUIREMENTS N
R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CD
WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE C-
SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4.
(D 0 �--•
R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L-
AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q co-2
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C Ca
EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO 0)� N CD
THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. O CQ
R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C OO O '�
HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 a C O ?�
WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O 0 LL
CU
EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O U `+- >
UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N -p O
co JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED u) O i : 4-1 CL
i
MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cclu) "O -00 !�
BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT H- -0 (!) Q
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
ENVELOPE AS DESCRIBED IN SECTION R703.1.
R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
BARRIER IS DIRECTED BETWEEN THE LAYERS.
EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
4
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
6" • DESIGNED DRAINAGE SPACE.
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
RAKE WALL 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
WP 13 BUILDING STRUCTURAL FRAMING COMPONENTS.
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 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,
ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS:
1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
;0
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN 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 SUBSEQUENT DRAINAGE. OPENINGS USING PAN
Ar
FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
00
REGISTERED DESIGN PROFESSIONAL.
UL 14 20N
1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400.
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.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL Virtual
eview Assist. Inc.
COPINGS AND SILLS. Plans Revie
completed and appr
4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. for compliance
ith the 2020 FBC 7th
5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A by Debr
Anne Klahr PX2300
WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6.6 AT WALL AND ROOF INTERSECTIONS.
RAKE WALL
7.7 AT BUILT-IN GUTTERS.
WP 15
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL
FLASHING AND WATERPROOFING METHODS TO BE USED.
Cn
0
CD
�
Cn
CU
0
0
U
L
O
�
L
cn
CU
CU
m
w
z
J
d
SHEET NO.
WP 2,0
a
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP)----______
WALL SHEATHING PER PLAN
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED-----,-.
WEEP SCREED
HOLD 1/4" AIR GAP
BETWEEN WEEP
7-
SCREED AND FLASHING
COUNTER FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
FLASHING
PT 1X10 BLOCKING
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
CEMENT MORTAR
TILE ROOF PER SPECS
ROOF UNDERLAYMENT >89"
TURN UP BLOCKING MIROOF SHEATHING
PER PLANS
3"= 1 '-0"
3"=1'-0"
WALL SHEATHING PER PLAN
STUCCO ON FRAME - 7/8" 3-COAT SAND
FINISH STUCCO ON SELF FURRING LATH ON
2- LAYERS OF WATER RESISTIVE BARRIER
COMPLYING WITH ASTM E2556, TYPE 1 (TYP
SHINGLE WATER RESISTIVE
BARRIER OVER WEEP SCREED
WEEP SCREED
HOLD 1/4" AIR GAP
BETWEEN WEEP
SCREED AND FLASHING
CONT SELF ADHERED FLASHING TO
LAP FLASHING AND TURN 3" UP WALL
PT 1X BLOCKING
COUNTER FLASHING
IN
co
PAN FLASHING 6" MIN��
ROOF UNDERLAYMENT TO
TURN UP BLOCKING MIN 6"----
CONT SELF ADHERED FLASHING
TURN 3" UP BLOCKING
TILE ROOF PER SPECS,
2X NAILER SECURELY
FASTENED TO DECK —
ROOF SHEATHING
PER PLAN
NOTE:
ALL LATH AND LATH
ATTACHMENTS TO BE
OUT OF CORROSION
-RESISTANT MATERIAL
HEAD WALL I RAKE WALL
SHINGLE ROOF PER SPECS
UNDERLAYMENT
TO SHINGLE OVER
DRIP EDGE
ROOF SHEATHING
PER PLAN
17:717�1•Z�1�
�L-Ye131TRI011'•
SELF ADHERED WRB TO
SHINGLE OVER WRB ON
WALL BELOW
ALUMINUM BRAKE METAL WRAP
CONT BACKER ROD
AND SEALANT
STUCCO'J' MOULDING
HOLD OFF BRAKE METAL
1/4" MIN
STUCCO ON FRAME - 7/8"
3-COAT SAND FINISH STUCCO
ON SELF FURRING LATH ON 2-
LAYERS OF WATER RESISTIVE
BARRIER COMPLYING WITH
ASTM E2556, TYPE 1 (TYP)
SHEATHING PER PLAN
T
WP18
FLASHING REQUIREMENTS
FIBER CEMENT SIDING
R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A
PER ELEVATIONS
WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE
SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4.
WALL SHEATHING PER PLAN
WALL SHEATHING PER PLAN
R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED
SHINGLE WATER RESISTIVE
AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER
BARRIER OVER FLASHING
FIBER CEMENT SIDING
WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE
PER ELEVATIONS
EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO
STARTER STRIP
THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING.
SHINGLE WATER RESISTIVE
BARRIER OVER FLASHING
R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.1� ASPHALT FELT, FREE FROM
HOLD 1/4" AIR GAP
HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED
BETWEEN SIDING AND
STARTER STRIP
WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL
FLASHING
HOLD 1/4" AIR GAP
EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE
COUNTER FLASHING
BETWEEN SIDING AND
UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE
Fi.ASHING
JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED
CONT SELF ADHERED FLASHING TO
MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE
LAP FLASHING AND TURN 3" UP WALL
CONT SELF ADHERED FLASHING TO
BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT
LAP FLASHING AND TURN 3" UP WALL
OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS
FLASHING
TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING
PT 1X10 BLOCKING
PT 1X BLOCKING
APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL
ENVELOPE AS DESCRIBED IN SECTION R703.1.
CONT SELF ADHERED FLASHING
COUNTER FLASHING
TURN 3" UP BLOCKING
R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE
co
PAN FLASHING 6" MIN
INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED
CEMENT MORTAR
SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A
ROOF UNDERLAYMENT TO
PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE
TILE ROOF PER SPECS
TURN UP BLOCKING MIN 6"
INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER
ROOF UNDERLAYMENT TO
CONT SELF ADHERED FLASHING
PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
TURN UP BLOCKING MIN 8"
TURN 3" UP BLOCKING
ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE
BARRIER IS DIRECTED BETWEEN THE LAYERS.
ROOF SHEATHING
TILE ROOF PER SPECS
PER PLAN
EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER
2X NAILER SECURELY
WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER
FASTENED TO DECK
THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO
BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR
ROOF SHEATHING
DESIGNED DRAINAGE SPACE.
PER PLAN
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
HEAD WALL
RAKE WALL
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
ROOF TO WALL - BARREL TILE TO SIDING
_
WP 1 7
BUILDING STRUCTURAL FRAMING COMPONENTS.
__
3if 1 ,-0"
SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 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,
ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE
TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR
WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE
FOLLOWING LOCATIONS:
1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2
FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS
SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR
OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE
FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH
THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN 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 SUBSEQUENT DRAINAGE. OPENINGS USING PAN
FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD
AND SIDES.
1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
REGISTERED DESIGN PROFESSIONAL.
1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS.
1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA
250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400.
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.
3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6.6 AT WALL AND ROOF INTERSECTIONS. Virtual
7.7 AT BUILT-IN GUTTERS. Plans Review
for compliance u
THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAV Debr,
FLASHING AND WATERPROOFING METHODS TO BE USED.
N
N
s
L
N
L
O
O
ca.
C
OL
C
'L
C
O
ILL
O
CU
.�
Cn
'a
(D
�
L_
o
C
O
Q
H—M—U)Q
a
z
z
W
J
UL 14 2023
view Assist. Inc:
impleted and ap,pr
h the 2020 FBC Ith
nne Klahr PX2300
V
a�
0
on
CD
W
CU
0
Q
U
O
0-
(D
CU
m
a
L
SHEET NO.
WP 2,1