HomeMy WebLinkAbout6494 Bar S Bar Trlw
r
A
w
ABBREVIATIONS
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
BRIG - 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
FIG - FIXED GLASS
FD - FLOOR DRAIN
FE - FIRE EXTINGUISHER
FLR - FLOOR
FLOUR - FLUORESCENT
FTG - FOOTING
FR DR - 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
SQIN
-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
0 =
FOOTING CALL OUT -
SEE FOOTING
SCHEDULE
0 =
KEYNOTE CALL OUT
D
PRE -CAST LINTEL CALL
OUT - SEE LENTEL
SCHEDULE
0
LEDGER CALL OUT - SEE
LEDGER SCHEDULE
HEIGHT OF
STEP DOWN
STEP DOWN
CALLOUT
ARROW SHOWS
DIRECTION OF VIEW
4 1 ELEV NUMBER
A9
SHEET NUMBER
EXTERIOR
ELEVATION MARKER
1 < ELEV NUMBER
4 A15 2 SHEET NUMBER
E—:ARROW SHOWS
3 DIRECTION OF VIEW
MULTI VIEW INTERIOR
ELEVATION MARKER
SHEET NUMBER
1 INT ELEV NUMBER
ARROW SHOWS
DIRECTION OF VIEW
INTERIOR ELEVATION
MARKER
ARROW SHOWS
DIRECTION OF CUT
1
A11
SECTION NUMBER
SHEET NUMBER
LOCATION OF CUT
SECTION
MARKER
GENERAL NOTES
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
Q 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: T-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 NAM"
LENNAR TAMPA DIVSION
4600 W CYPRESS ST, SUITE 200
TAMPA, FL 33607
813.574.5700
2216
VERSION CHANGES
INDEX OF DRAWINGS
VERSION
DESCRIPTION OF CHANGES
SHT NO
1.0
PLAN REVISIONS
CS
AlA2
A3
2.0
TYPICAL TRUSS CONNECTOR REVISION
3.0
ELEVATION A ENTRY PORCH ROOF UPDATE
A4
4.0
FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE
A4.1
A5
A_6
5.0
ADDING K, L, M ELEVATIONS
A6.1
SNO
SN1
S3M
S4
S5
S6
SS
ST
S11
S12
PA1.0
PA1.1
PA1.2
PA1.3
SH 1.0
SH 1.1
SH 1.2
SH 1.3
SH 1.4
SH 1.5
WP1.0
TITLE
COVER SHEET
FOUNDATION PLAN
1 ST FLOOR PLAN
2ND FLOOR PLAN
ROOF PLAN
2ND FLOOR FRAMING & ROOF PLAN
EXTERIOR ELEVATIONS
1 ST FLOOR ELECTRICAL PLAN
2ND FLOOR ELECTRICAL PLAN
STRUCTURAL NOTES
STRUCTURAL NOTES
FOUNDATION DETAILS
FRAME WALL DETAILS
ROOF FRAMING DETAILS
WALL SECTION DETAILS
RETRO FIT DETAILS
STAIR DETAILS
PRECAST DETAILS
PRECAST DETAILS
PRODUCT APPROVAL
PRODUCT APPROVAL
PRODUCT APPROVAL
PRODUCT APPROVAL
HURRICANE SHUTTERS
HURRICANE SHUTTERS
HURRICANE SHUTTERS
HURRICANE SHUTTERS
HURRICANE SHUTTERS
HURRICANE SHUTTERS
WATERPROOFING DETAILS
V
VIRTUAL REVIEW ASSIST
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 'i O 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.
[s
N
N
,�
}
rn
N
co
00
LO
v'c1
S
I�y55 Y
¢
Z
W
W
0
z
- E
8U
M
0 iM N Ql
N
N
t
m
_
L
`gQ
�.� O uo m Q
t U
V)
6 '
V w a
co E
W
L
-0
-a
,I
Uj
wOww~ofv=~zW -1 IYE-
0--
of zO
Q
��wU0OO
Q�X <0°
=OIxw
O=00MzU)LLI z
zO
� v
0
ZIa
z,)L
>Y~LO
cz
LL
<�Wz2�v°a
Ow F 2Y
ZQC
QL
o
11Q O LL
O
O
N
Z
O I—
(n O
Q CM O
� LL
�
Q W Q Lq
� W 0- _M
Q>_<00
Z U I¢—
W
_1 O
O
I
O
N
O
N
O
O
N
O
O
N
O
N
N
O
N
O
c-
O
N
O
O
O
r
C)
O
N
O
'
z
O
LW
o
0
0
0
0
>
N
M
L6
CT
00
v/
QZ
o�
-
''"'
W
�W
(a)
O
boo
�z5
O
o�Q
QZ
101, a.
tp
WLU Q
N
=
F-F-W
2
V
r*4
ZOo
W
ry
0-
M~
0
z o
Q
z
aZLL
Zry
�z
-Y
O
0
co
zLU
z
W
'^
J
I,-
Y,
o
LAST PLOT DATE
z
4_0
0
..I
COVER SHEET
ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP)
• 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)
0
13'-0 1/2"
4'-D" 3'-0" S-10"
4'-8"
RB i I I I il�� ELEV (-)
a
07
13'-10"
C.J.
CONTROL JOINT
--� — -----
o
M
Q I
_
2'-4 7/8"
1, SINK
J
J
CV
6
CpL
C-------
OCV
N
6 13
0?
I 10
CV
I 11
13
I
l
I
CV
13
iv
2'-4 7/8"
6 LAV
I
0
I
N
I
� I
C?
I
N
L
I
4'-1 7/8"
FOOTING
o
�—
�yi
d �
�
3'-0" is
A
pp
M
:a.
'
C
ELEV (-)
0'-3 1/2"
_LL
U
z-
E:
m
4'-4"
S-6
30'-0"
✓ERALL
6'-0"
_ 3'-5"
10'-11 1/2"
4'-3" 4'-0" 4'-0"
1 M
Q 13 1
I _ n
I ii I
6 9'-8 1 /2"\ I
w I REF -D
CO J I
I r w - l
I r z 4
�V
LO r U_
l 16-2"
'v it i C.J. I
oo ill C 5
60 ll�
II c i
I I
I i 9'-5 1 /8"
ELEC/PLUMB
GG
S3
I— — --
T-3 3/8"
FOOTING
,Z
z I
(4) STUD
OI
COLUMN W/ (S)
C
- I
HTT4 AT BASE
D
�
r
U
O
l
p
m
p K
Lu
W^GG
UI
m
O S3 0
a:
ELEC
�31
p
1'-9 1/2"
ma
CC
ELEV
8
S3
(-) 0'-4"
I
=
LL
I
13
I
I
�ao
I
a
zl
-
z
I�
I
CV
F-
O
U
DI
r
O
I
ZI
r
OI
B
I CONTROL JOINT
D
N
co
1 I SEE DETAIL D/S3 I I
ao B� FOR FRAME WALL
LO
TO CMU I I
'LoCONNECTIONS
M
Dd 613 �?
11" r
00 I
0
0
v
0
It
0
v
� O
zo
v
0
v
0
A V , ekyfi�m
I ME
•
.• u `
a
00
7 5/8"
T-8 3/8" 2'-8" 16'-0"
5'-8" 20'-0"
30'-0"
OVERALL
FOUNDATION PLAN (ELEVATION B
1 /4„ = 1 1
-0"
96%T&74
-4"
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
m= 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.
0 KEYNOTE LEGEND
KEYNOTE
ANNOTATION
1D
1/2" DP X 9 1/2" WIDE RECESS
2D
NOT USED
(3
1-1/2" DP X 13" WIDE RECESS
4�
ICE MAKER LINE
5�
SINK - KITCHEN
6�
REF
WASHER
8�
W/H
9�
UNDER SLAB ELECTRICAL CONDUIT
10
LAVATORY
11
WATER CLOSET
12
42" x 42" A/C CONCRETE PAD
13
BEARING WALL
C FOOTING LEGEND
TAG
TYPE
SIZE
REINFORCING
C
THICKEN EDGE
8" x 8" DP
(1) #5 CONT.
C
MONO FTG
20" x 20" DP
(3) #5s CONT.
C
PAD
24" SQ x 16" DP
#5s 6" O.C. EA. WAY
C
MONO FTG
16" x 12" DP
(2) #5s CONT.
V
•yigTIJAL REVIEW ASSIST
irtual 1=�eview Assist, Inc. roved
�s I-R'er/ieW completed and
�cr9 ia,nce with the 2020 FB 7th
Debm Am-, Klahr PX2300
I
N
N
co
LO
R
X C
o
co
LO
F
r` ^^ € 805 e
e�
�
¢
e�Q
ui
O
w
z
N L0 E
L b
W L rm u
M`
N V co
A� L t o
W 2 O o
o 0
CD
1, <
mc w ^6^
C
�cO
n1 V C"N
W L 0 C
a
L�
W
WQ
O
W W H W _j W 2 O_ O
1 J 1 Z l
_�O
¢—O.3:=.u_U,0
�XWo0Zo�p
a�omz?�
0Z
ILc5 W W of<oIzwo
QoZQ
IL0
CUn'
LL
~ YZ¢¢
¢
00�
L.¢ O F¢ii
O
Z W
O I—
(n O
CD 0
< u) CIO rl-
C
G
M
QUQoo
~
Z
W
J O
O
i
e
L
i
'
I
O
IN
O
O
r
0
N
IN
0
Qj
N
0
N
N
O
0
Or
N
O
O
O
r
r
O
IN
O
'
z
O
wo
g
o
0
0
i
>
�CT
CO�
U
z �—
Qz
w
C)
W
z
O
000
U
�zj
Lr)
OO�L_I
z
CL 4
H
a
�--I
=
W
m rt W
2
N
_
�
0
� Om
W
CL
<�:)
.
Wo
Q
C)
gZE
z
az
z
O
U�
0�
z
z
z
W
J
�
LO
V /
O
LAST PLOT DATE
N
.
March 29, 2022
Z
0
MONOLITHIC
FOUNDATION PLAN B
' "-" E !. _. I I �. I i II 1 L I 1 I11 ��. ': 'syl l�■
30'-0"
OVERALL
10'-6" T-3" 12'-3"
13'-0 1/2" 6'-0" 10'-11 1 /2
42" X 42" A/C PAD,
SEE SHEET SN1
FOR A/C UNIT
HOLD DOWN
:31/2"
HB coLO SH 25 Uj Ln
HD AT 6'-8" '` r
(4) 16"
Eo
`r'
DP SH
REF
bo
co
r7
`r
N
PANTRY
17'-91/41,
6-611
1
`r
-1 3/8" 2'-41/8"
00
�
-Av-
�
00
FLR FIN
o
N
LINE
8'-11 1 /8"
GREAT ROOM
13'-9" X 17'-10"
__� ______� ----
8'-8" CLG
KITCHEN
2x4 KNEE
8'-8" CLG
WALL TOP
@ 34 j' 4 I!
00
o
'
C
N
I®
~o
�'
SINK W/ 1; li C
°'
0O =
io i
N
DISPOSER k w
N
iiu
�hI
Ij II
_u
(2) 2X6
00
Q/S4
FLR FIN
HEADER
LINE
T-4 1/2"
6-3 7/8"
co 12'-2 7/8" 6
6-9 1/2"
00
to
00
(4) STUD COLUMN
N
LL
¢
DINING BEARING
cb
11'-11" X 6'-6" WALL (TYP)
2x6
8'-8" CLG
co
WALL
UTILITY RM
v¢i
8'-8" CLG
o
2
�JCLGM
0
❑
N
8D'-8'
(2) 2X6
ATED 20 MIN FIRE
WALL RATED DOOR WJWHTPHEADER
'Q/S4
WEATHER STRIP
4"
INSULATED
PROTECTIVE
BEARING
BOLLARD
WALL
BEARING
10
WALL (TYP
--
0
s3
TWO CAR GARAGE
6
8'-8" CLG
7
-- _
'
m
36" H
-
N
-
N
6
LOW
r
c-
- - 5
WALL
4
FLR FIN
o
N
--
LINE
3
LINE OF GARAGE
2 1
q fo
FOYER
I
IN OPEN
--
36" H I
P `'
5'-11" X T-T'
POSITION
CONT I
8'-8" CLG
HAP IL
SEE DETAIL D/S3 FOR
FRAME WALL TO CMU
CONNECTIONS
SH 1 2 34
HD A 6'F8" C0
TEMPERED
00
�
1/2 0
2 �
A3 41-71
41_1
_E NTBY
16070
8'-8"
CLG
L-------------
LINE
-----
OF
FLOOR
ABV
1'-4" T-0" 1'-4"
T-8 3/8"
2'-8"
16'-0"
1'-4"
7 5/8"
10'-01,
20'-0"
19
30'-0"
OVERALL
DFIRST FLOOR PLAN ELEVATION B
1/4 -1-0
ri
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 SQUARE 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 R
4.1 HIGH PERM, 1/2" GYP
8" CMU
-7 5/8"
NON -BEARING 2X4 STUD W/ 1/2" GYP.
UNO
BEARING WALL 2X4 16" O.C. W/ 1/2"
7 5/8"
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)
STAIR DATA
STAIR
RISERS TREADS LANDINGS TOTAL RISE
J MARK
S6
A 16 AT 7 9/16" 14 AT 10" 1 1 U-0 3/4"
SQUARE FOOTAGE:
7 5/8"
wAREA
PROPOSED
m
FIRST FLOOR LIVING 930
SECOND FLOOR LIVING 1287
TOTAL LIVING SQ FT 2217
� W
ENTRY 54
0 > o
GARAGE 401
co
d'
TOTAL SQ FT 2672
J
INSULATION REQ.
LOCATION R-VALUE / TYPE
'v
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)
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
H B
I GARAGED 30.0 1 -33.9 30.0 -33.9
co
m co
w�
TIE BM
AT 8'-8" IF
VIRTUAL REVIEW ASSIST
Virtual Review Assist, nd and approved
Plans Review comp
for compliance with the 2020
PX2300
Edition by Debra Anne K
N
N
O
N
O
N
coo
LO
0
0
w
z
w
2
O
w
0
Q
V)
/4)
'L,-
E
W
� a�
U
C'7 N
V
U
N
D
�
U o
4)
E
s r)
O u- O
° Q
V J
.N
W Q�
N
W
L.
o M
Cn
0
-.
-0
W
W
IW-~
���
<2-j 0YQYzX z
L 0 0� 0
Q Q U
H
J�
Z❑o
O� IX (n U
zLLLL�z��❑I-
�-
O
c3q)
f�W=W(AW
z0E0omZz U
WLu n5= Z:) 0
U) Z
-1<< LLJ<-
¢OW
wzOW�Op°
��� 2Y❑QQ Q
oQ
o o ❑QQX
LL
a
Z
W
J
O
O
Z W
0 F--
> (n O
C") O
Q � M I'—
Q W Q Lq
M
Q U Q 00
z
W
J O
O
Iq
I�I�I
I i I
NNE
L0
CY)
N
CV
N
N
N
r
O
N
\
N
O
O
N
r�-
O
o
'
z
O
Wo
0
0
0
0
CY
>
N
M
4
to
®®
®®
CO v,
Z z
�--+
C)
W
z W
^O
W o z
C-)U 65
-0
0
or<
Q
Z
Q-a
�—
�-
� ¢
,--1
(V
N
LU
..cy)�
<
Z
Z
U�
000-
�00
z A2
UJU-)
LAST PLOT DATE
• March 29, 2022
Z
0
wwLLJ
l—
(D
Ono
ZZOM
0
O Z=O
U wW
�z
�Z
F
J 1 ST FLOOR PLAN B
SQUARE FOOTAGE:
WALL LEGEND:
GENERAL NOTES:
AREA PROPOSED
2X4 INSULATED EXTERIOR STUD W/ 1/2"
ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL
GYP ON INTERIOR SIDE LINO
FIN AWAY FROM WINDOW FRAME.
FIRST FLOOR LIVING 930
SECOND FLOOR LIVING 1287
NON -BEARING 2X4 STUD W/ 1/2" GYP.
VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES
TOTAL LIVING SQ FT 2217
LINO
WITH THE MANUFACTURER'S SPECIFICATIONS.
ENTRY 54
V.117,11777771111111BEARING WALL 2X4 16" O.C. W/ 1/2"
INSTALL RIND DRYWALL BEADS AT HORIZ & VERT
GARAGE 401
GYP. UNO
CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS
TOTAL SQ FT 2672
ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR
NOTED.
ALLOWABLE WIND -SPEED DESIGN PRESSURE
RESISTANT COMPONENTS.
USE SQUARE CORNER BEAD AT DRYWALL NICHES &
REC CLG DETAILS; REC CLG SURFACES SHALL HAVE
(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch,
STAIR DATA
SMOOTH FINISH.
Exposure C, Height=30 ft, Importance Factor=1.0, End
Zone= 4 ft)
LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND
As per Florida Building Code 7th edition ,
Re
Residential Table R301.2 (4) (Wind Speedd Conversions)
STAIR
MARK
RISERS
TREADS
LANDINGS
TOTAL RISE
THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER
CODE.
and ASCE 7-10 Methods
A
16 AT 7 9/16"
14 AT 10"
1
10'-0 3/4"
WALL
THE GARAGE IS TO BE SEPARATED FROM ADJACENT
TRIBUTARY
LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD
AREA (ft)2
AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8"
INSULATION REQ.
INTERIOR END
THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT)
10 39.4 -42.1 39.4 -51.8
.
APPLIED TO THE GARAGE SIDE.
20 37.6 -40.5 37.6 -48.6
LOCATION
R-VALUE / TYPE
TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O.
EXT CONC WALL
R-4.1 HIGH PERM
TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK
50 35.2 -37.3 35.2 -43.7
TOILET PAPER DISP. - (T.P.)* = 20" A.F.F.
EXT FRAME 2X4
R-11/R-13 KRAFT FACED
ROD AND SHELF (SGL)- (R/S) = 60" A.F.F.
EXT FRAME 2X6
R-19 KRAFT FACED
100 33.4 -35.6 33.4 -40.5
ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F.
CONDITIONED CEILING
R-30 BLOWN -IN
CORNER SHELF = 56" A.F.F.
LINE OF GARAGED 30.0 -33.9 30.0 -33.9
(INSTALL BAFFLES AT EAVE)
MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F.
ROOF
GARAGE SEPARATION
R-11/R-13 KRAFT FACED
BELOW 30'-0"
(GARAGE / LIVING)
*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR
OVERALL
T.B. AND T.P.
2'-10" � 10'-6 1/2" 6 16'-7 1/2"
SH 25
HD AT T-3" SH 25
EGRESS HD AT T- "
N
4"
15'-4"
OWNERS SUITE
154" X 14'-0" -
8'-0" CLG
(V
M
LO -
N
U) Q
� M
M
LOFT
13'-4" X 10'-8"
:0
IN
04,
21
•
El
I:IIIW1
BATH 7 �;I Im7 .
2 � F. A.
:',•I 1®7
i
d
(5) 11,L MR & S �
SHLV � c
11-1
3'-2"
TP
AHU
1'-11 1/2"
3'-8"
I
L� —J
'j 22"X36"
I ATTIC
ACCESS
Co
v �
WIC
8'-0" CLG
I
5'-3 1/2" 5'-0 1/2"
OWNERS BATH 266
8'-0" CLG
I
TB N
r'
I
— J
R&S
�SHW HD &
VALVE
60" x 36"
SHOWER
PAN
BEDROOM #5
M
10'-0" X 10'-1"
Zh
%RETURN 8'-0" CLG
ai
N -Uj
/ AIR BELOW
Q
ow
LSO 5'-2 1/2" 5'-1 1/2" 4"
(2) 2068 BF
_— — R&S
R&S
(2) 2068 BF
BEDROOM #4
10'-1" X 10'-7"
8'-0" CLG
_e BEDROOM #3
_ s 11'-4" X 9'-8"
--- 8'-0" CLG -
4 N
ao
3 � o
cD
N
8 3/8 T-3 3/4" 11'-7 7/8" co 2'-3 1/2" 1'-4 1/2" 10'-4"
r I BEDROOM #2
SH 25 LL 11'-5" X 10'-8"
HD AT T- " i IM 8'-0" CLG
Co
EGRESS co
00 2 N oo I N
A3 R (2) 2X6 HEADER
R & S I SEE M/S6 - TYP. 2ND
FLOOR WINDOWS
I
SH 25 SH 25
HD AT T-3" HD AT T-3"
EGRESS
T-2 1/2" 2'-9 1/2" 7'-2" 01 7'-2"
5-8" 14'-4"
30'-0"
OVERALL
SECOND FLOOR PLAN (ELEVATION B
1 /4" = 1'-0"
4"
N
0
N
N
co
(D
M
STAIR SECTION
1 /2" = 1'-0„
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th
f.,4ji#ion by Debra Anne Klahr PX2300
SEE SHEET ST HEADROOM IN STAIRWAY
FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE
W/ FBCR R311.7.2
10" 1" NOSING
co
RISERS CUT FROM
1x MATERIAL
TREADS CUT FROM
�2x MATERIAL
(3) 2x12 STRINGER
STAIR DETAIL
NTS
STRUCTURAL SHEATHING
ATTACHED PER NAILING
SCHEDULE - ALIGN EXT.
FACE OF SHEATHING W/
EXT. FACE OF CMU BELOW -
2X8 #2 SYP P.T. BASE PLATE
SET TIGHT TO SHEATHING
W/ 1/2" EPDXY ANCHOR OR
1/2" J BOLT W/ MIN. 7"
EMBEDMENT AT 32" O.C.
AND 6" FROM EACH END —
8" KNOCKOUT COURSE
W/ (1) #5 CONT. —
SEE FOUNDATION PLAN
FOR FILLED CELL
SPACING. —_
4
A3
I
I
I
I
I
I
2X8 SYP STUDS SET TIGHT TO
SHEATHING AT 12" O.C. W/ (2)
SIMPSON MSTAM36 STRAP
EACH STUD 1 STRAP EACH
SIDE) CENT �D W/ (13) 10d
NAILS AND (8) 1/4" X 2-1/4"
TITENS INTO GROUT FILLED
CMU - STRAPS. TO BE
ATTACHED DIRECTLY TO CMU
* CENTER OF STRAP AT
T/WALL TYP. U:N.O.
SEE PLAN
w
O
z
W
w
NOTE:
1. GROUT TOP (2) COURSES SOLID
2. MAX. WALL HEIGHT 20'-0" AT 140C
WIND PRESSURE. IF CONDITIONS
ARE EXCEEDED, CONTACT E.O.R.
4 WALL SPLICE DETAIL
N.T.S.
7.y"JAIJ
�
E
�'11
o
M N
7
N
V
`u a
I
A�
�
� L
m
r
o
W
O
LL
°��
` o
�s
.N
^r
w Q�
co N
�,^
-
W
L
p
N
N
O
rn
N
M
LO
0
00
LO
z
w
z
Q
LLI
LLC.yL'I H0w �W HW WMOW 0�Qz
of zOW LLU°0,Jo
°(n°Q <OX, 'f z2Io¢¢
0W0,WOzoo0mzz°
0 Z W—
d InWW z tY ¢°oo�<QWQa Q Luo ¢LL °w
°Q'_ o = 0Qz0¢
LL ¢ O F-. ¢ LL
O
O
N
Z LLJ
O I—
U) O
ie) o
Q w CO �
LL
0- M
CL
a<00
U
z �-
W
J O
O
d'
i
I
I
M
N
(V
N
N
N
`•,
N
OO
N
a-
N
O
O
N
�
O
'
z
O
ILO
W
o
0
0
0
0
l
I
�y
V
>
r
N
M
In
CY
w
Qz
W
O -1--+
}'
W
z
U
ozz
woo
U U)
.�
00
O-
z
�_
�
V)
I—
w � e
r-I
=
LL. LU
m F w
N
CD
zoo
�
■ ■
W
<0
Q'o
Q
z
0
gww
Z u_
az
�z
i
0U
0CL
y
tr
Z
z
z
w
WLo
J
�
V /
0
LAST PLOT DATE
N
Z
•
0
March 29, 2022
oI
2ND FLOOR PLAN B
Q.
lu .
GENERAL NOTES:
* G.C. VERIFY ROOF PITCH
13
0 2
O
ROOF PLAN (ELEVATION B
1 /411 = 1'-0"
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
12ND FLOOR ROOF VENT CALL:
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 = 1505 SQ FT
VENTILATION REQUIRED = 722.4 SQ IN
VENTILATION PROVIDED AT RIDGE = 414 SQ IN
VENTILATION PROVIDED AT SOFFIT =1190 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
q
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
14 °-
�
8
`.
e
0i 53€35
m
e ,
.�
L� t"
0 LO ,
E
^`
W\
L
r^i
N
CO
U
AVA,
`�
c o
W
O
O U
2 o
N Q
•—
.�
U p�
<
V
w Q
^Lo``
L
�o E m
7W
O
V
N
N
O
rn
N
Cl)
LO
O
00
LO
T
w
❑w � w LLJ 0
0LU �LU �� Jcn0LVOCLL) JO
Q~ V <OOZ�OQ 0< U LLOQ Q
t)wXw0zOw00mpzZ oU
Z EL w w �QQwO �wQczz�°QJa
LL Ow �_�� �YZQ Q
OX Q
❑ p ❑Q
LLQ O �QLL
O
N
Z
O�
>_u o
F. i� o
Q`'o[i
��
<C W Q Lr?
a. CM
Q U Q 00
Z F-
LU z
W
J O
O
t
I I I
I � I
I I
LO
0 p 0 0 0
CM N
O r O N O
W O r N I I
O
' O
LW O CDO O O I I
> r- N M 'f' L[i
CY
00 (z) Z Z
O },
-1--+ Zw W W O O
^0^ IL)i.1 j z
0111—
O OFII
Q Z a -a
r 11.0 LU
W Q
N = pp 2
N EOM
W <�=)
. . M 0 z=o
z 0 ZLL
LL
az
�L Q F�
U<
00�
m
z Z
W
LLJ Lo 0
LAST PLOT DATE
z 4_0
0
I. J ROOF PLAN B
LO
C14
(D
9
co
0)
0
22'-6 3/4"
30'-0"
FT2GF
T-5 1/4"
R= 6219
N M 0 10 Dim N NW N 11
57-
\A
1L
14
I L 1
)00<
W X
N
Q
0
U-
----------
L ---------- I I
N
—A
hi, 2:5:
X ><
1XX
(4) STUD CIO UMN-,
S4
R= 6736
V\7
\7
Do
7
----`,A
19
1;
U_
A
74
V
6'-9 1/4"
D1 DO
7 ---------
7 FT jf�
A
N
A
LL
N
ji
Y W
61-411
V
N N
LL
V
FG2
4�3(' F:m
un
---------------
V
FT7A
__]MGE
FT7
METZ
M I %
LL
4'-4"
6-81'
4'-0"
61-01,
E
2'4"
_X
61 -01,
5'-8"
14'-4"
30'-0"
SECOND FLOOR FLOOR FRAMING PLAN (ELEVATION B'
If= 1-011
1/4 1
19
80
C.0
bo
9
�e)
C
CD LEDGER SCHEDULE
TAG
ATTACH TO
MEMBER
PURPOSE
ATTACHMENT
CMU
2X4 P.T.
FLOOR TRUSS
SUPPORT
1/4" X 3 1/2" TAPCONS AT
12" O.C., STAGGERED
W.M
0 KEYNOTE LEGEND
KEYNOTE
ANNOTATION
(D
BEARING WALLS
A/C CHASE
22"X36" ATTIC ACCESS
STAIRS AREA
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:
WALLS.
FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS.
SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG
BACK LOCATIONS.
SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR
��LLS.
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
HEEL=
FIELD VERIFY
PLUMB
CUT
TRUSS HELD BACK
3/4" PLYWOOD
3/4" SUBFLOOR
WALL HT. BASED
ON 8'-8" A.F.F.
LABELED END MARK
HANGER CHART
Proved HUS 26 (SIMPSON)
IC 7th
LUS24 (SIMPSON)
&1ition by Debra Anne Klahr PX2300
SECOND FLOOR ROOF FRAMING PLAN (ELEVATION B'
llf= 1-011
1/4 1
REFER TO ENG.
PACK FOR
CONNECTION
TYPICAL 5'SETBACK CORNER -SET
LABELING AND SPACING
REFER TO ENG.
PACK FOR CONNECTION
CJ5
9 CJ3
L0
Ci C?)
L)
1'-0 5/16' 2'-0"
11
TYPICAL 7`SETBACK CORNER -SET
LABELING AND SPACING
THA 422 (SIMPSON)
Total Truss Quantity 106
ATTENTtON!
30'Soanlor less
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK
CONSULT BCSI -B1
60 degrees
or less
30'to 60'
1/2 —3 0 __1
line —span a�Trox. jline I sPa2nL1PPr0'x/2
1 REFER TO BCS1 -131
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,
General 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-Bl FOR ANY ADDITIONAL
BRACING DETAILS.
ROOF LOADING SCHEDULE
TCLL 20 PSF
TCDL 7 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 37 PSF
DURATION 1.25 %
WIND SPD/TYPE 145
BLDG EXPOSURE C
USAGE = RESIDENTIAL CAT 11
WIND IMPORTANCE FACTOR
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.
additional 10# psf non -concurrent botto c ord live
FLOOR LOADING SCHEDULE
40
TCDL = 10 PSF
BCDL = 5 PSF
FLOO JE
Tc LL s F
c D s F
c P S
[B D L F
TOT PS
TOTAL 55 PSF
ROOF DESIGNED FOR
SHtNGLE
ALL REACTIONS
ARE SHOWN ON ENGINEERING.
WALL KEY
r7/�
LOAD# DESCRIPTION INIT. DATE
R/01
NEW JOB GEW
07/23/15
RA01
LC8 RDP
11/05/15
R/01
COPIED N320559 MADE NEW MODEL RFS
8/23/16
RA01
REV FLOOR FRAMING RFS.
11/25/16
RA01
LC9
12/1217
RA01
CHANGED HANGERS TO SIMPSON RDP
03/12/18
RB01
REV. FG1 WEBS JRH
315/19
RC01
REV FLR RE'S HMT
11/29/19
01
REV, FLOORS PER REDLINE JRH
ARPENTER
CONTRACTORS
—OF
AMERICA
3900 AVENUE
& N. W,
WINTER
HAVEN FLORIDA 33880
PHONE1(
800) 959-8806
FAX;
(863) 294-2488
BUILDER :LENNAR TAMPA
PROJECT VARIOUS
MODEL 2216
CCA PROJ/MODEL/ALT
7A2/ 2216B
ALT DESC:
OTC
LOT BLOCK
rDESIGNER PAGE
RFS
DATE
8/23/16
LAN# SCALE
N329232R 1/4 11=11
CN
04
C)
-.1 00.� %
j
ce)
LO
C�
00
tQ�
LO
<
z
LU
0
z
<
L0 a) L6 E
0 0
ky) 64.
4__ J C) �2
o U -0 -of
4) E = :E c
2
-2-9 C-,
MINE 0 LL 0 0 <
Lon LU
U 00
Q)
16m C:)
CL -0
W LU
(D W
0 LU 0 1-
[if z Of z
LU 0 < 002-jo
O�:=WLL
ij�
<
C) >< _j W O� 0 z 2 0
Z) 0 1-
C/) W X 0 EE 0 0 0z 0
C0
17WIM E Z:)
0 0
CY
0 0 z
-
CL 1,_ U) I < >_ _j
IX
u) CLDU > OX
[L Z�eozz Lli 0 0 IL
_1 < 0 W LLI Z 0 IL
U_
< LLJ
Ly E3 < <
0 z
0 < < IX
<
LL l_- LL
C:)
0
(N
Z Uj
0
—
> c)
z0
0
F-: cy) 0
w CY)
< '0
o- U) _j
2 U) LL 't
C6
00
z 0
z
Uj
C)
_j
0
LO
1
co
CD
N
CD
!�!
r-
C)
N
C)
Q
C14
0
CN
CD
Q
C14
CN
CD
Q
C3
CN
0
Q
—
c)
00
CD
z
0
U-)
U)
C�
W
.
CD
CD
C)
0
>
C-�
cli
4
Ui
Cr
00 cz)
Z
4_0
-6-0
LU
<Z
w
Z CO
0
cizz
'.100
E50Fn
-0
LO -0
0
=) z 5;
OLLI_
OPO
<
<
z
CL
'1�2
110
1-
LU <
T—i
a:
W�
M,� W
2
11711-1
�- �_
0-,0
117.4
z6a:
W
0-
0
>-:rw
< �- =)
2�2
ZWO
W
'qr--
<
C)
:5 LU U-
z
z
0- Z
�2 z
0
0
z
A4.1
<
z
z
W
ILL]
_j
I,-
U-)
0
>
LAST PLOT DATE
Z A. -a
0
Marel 29, 2022
.
2ND FLOOR ROOF
_j
FRAMING PLAN B
ELEV AT 18'-0"
SECOND FLOOR CEILING
PAINTED RAISED
STUCCO BAND
7/8" STUCCO
OVER PLYWOOD --
CASING BEAD
W/ WEEPS OVER
FLASHING
ELEV AT 10'-0"
SECOND FLOOR FF -
ELEV AT 8'-8"
FIRST FLOOR CEILING
WEEP SCREED -
PAINTED RAISED
STUCCO BAND—�
5/8" STUCCO
OVER CMU
ELEV AT 0'-0"
FIRST FLOOR FF
FRONT ELEVATION B
3/ 16" = 1 '-0"
ELEV AT 18'-0" _
SECOND FLOOR CEILING
ELEV AT 10'-0"
SECOND FLOOR FF -
ELEV AT 8'-8"
FIRST FLOOR CEILING
ELEV AT 0'-0" _
FIRST FLOOR FF
REAR ELEVATION B
3/16" = 1'-0"
ROOF FINISH
ROOF FINISH
PER ELEVATION
PER ELEVATION
10"
PRAISED
12
ROOF SHEATHING
12
15 ROOF SHEATHING
4
2" 8„
STUCCO::::�,
BAND
5.9
- MANUFACTURED
MANUFACTURED
"'Ij
ROOF TRUSS
ROOF TRUSS
21b. EPS
FOAM
°
®�
MTL DRIP EDGE
MTL DRIP EDGE
2X4 SUB -FASCIA
2P
N
ALUMINUM WRAP
ALUMINUM WRAP
_ _zo
ALUMINUM SOFFIT
1'-0" ALUMINUM SOFFIT
_
CV
2 1/2" 1 1/2"
2 LB EPS FOAM
NOTE: REFER TO STRUCTURAL SOFFIT
NOTE: REFER TO STRUCTURAL SOFFIT
SMOOTH FINISH
DETAIL SF01 SHEET SS FOR SOFFIT
DETAIL SF01 SHEET SS FOR SOFFIT
ATTACHMENT DETAIL
ATTACHMENT DETAIL
ROOF O/H DETAIL
ROOF O/H DETAIL
BRACKET, DETAIL
CORBEL
DETAIL
5
6
7
8
1-011
3 4 =
-0
3/4 -
-0
4 -
-
3/4111-1
2'-8"PAINTED
co
RAISED
TRIM BAND
4
6" PAINTED RAISED
TRIM BAND
4"
co
0
<V
2"
SCORED LINES
4"
PAINTED RAISED
cm
TRIM BAND
L2 LB EPS FOAM
zo
SMOOTH FINISH
NOT USED
WINDOW�DETAIL
WINDOW TRIM
DETAIL
GARAGE
DOOR TRIM DETAIL
EIN.T.S.
83/4
E1
1 .
-
-
4 =1-
4' =
-
-••
.rr��rrr�r��rrrr.�rrrrt�rrrrrrrv- � , �/��
we
IsI?
M111M
�1 iii1 Sonoma
a _ MEN NEN
gill Mil■
ram_ r
�M
WEEP SCREED
A5
IN -
-
Mimi
ININ11
- -
- -
imininimil
IN
4' OFF
RIDGE VENT
.ggiill,m����rr���m���m��i►,�.,..
CASING BEAD
W/ WEEPS OVER
FLASHING
1'-0"
O.H.
-7/8" STUCCO
OVER FRAME
-DRIP "V" SCREED
8
_ A5
PAINTED RAISED
STUCCO BAND
-6" PAINTED RAISED
STUCCO BAND
-5/8" STUCCO
OVER CMU
-PAINTED METAL
GARAGE DOOR
ELEV AT 18'-0"
SECOND FLOOR FRAMING
ELEV AT 10'-0" _
SECOND FLOOR FF
ELEV AT 8'-8"
FIRST FLOOR CEILING
ELEV AT 0'-0" _
FIRST FLOOR FF
RIGHT ELEVATION B
3/16" = 1'-0"
ELEV AT 18'-0" _
SECOND FLOOR CEILING
I z�F=
7/8" STUCCO 1 I g w
OVER FRAME o J Z�
L N J
C.J. SS C.J.I
0'-0" 14'-0" L
ELEV AT 10'-0" 12
SECOND FLOOR FF 4
CASING BEAD MID -WALL ELEV AT 8'-8"
W/ WEEPS WEEP FIRST FLOOR CEILING
OVER SCREED
FLASHING Oo
5/8" STUCCO e0 a0 00
OVER CMU � Zo io
ELEV AT 0'-0"
qU FIRST FLOOR FF
LEFT ELEVATION B
3/16" = 1'-0"
12
5
I
I z=
I I
I NJ
I I
�
I
6'-4" 10'-0"
10'-8"
Li
DRIP "V"
SCREED
5/8" STUCCO
OVER CMU
4' OFF
RIDGE VENT 12
5
4' OFF
RIDGE VENT
HINGLE ROOF
II i 111�,� 1 t
5
%_7/8" STUCCO I
OVER FRAME
I --,,,I
I I
L 10'-0" 6-4"
MID -WALL
WEEP
SCREED
I I
I I�w I _: I
7/8 STUCCO
o 1 OVER FRAME
I INS I —�I
C.J. C.J.I C.J. C.J.
3 -4 - 8'-8 - - - 8 -8 - - 8'-8" - - - 8'-8"
MID -WALL
WEEP %-5/8" STUCCO
SCREED OVER CMU
00
HINGLE ROOF
CASING BEAD
W/ WEEPS
OVER
FLASHING
12
..._ 14
ti
12
4
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
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)
"v
k'
N
o
x
' ®
P\7
re .
LO
°`
.` y'
00
.
LO
IT
¢
w
O
in
w
0
z
Ln
a) L "'n- E
CY) N
N
N 7
U 0�
❑ O� u 0
�s °Cj �<
U
.N
w Qv
L "O E 1
7W
V
oO 10)
�1
W
W
❑w LU Wo1
LU
1-Q 1 _ cr< z�
of Z) O
Q I¢- U
J�O�OfCOLLC)
0U)°
LD oF- Cx1roZoxo�mZ❑L�Z
¢
�Q¢U
�
ZjW<W
O_
W-�Og,a<0�zW
Z
0oCY
oz
HLL Ow WZ�¢ ox oQ
,La o
0
0
N
Z
O IW—
>_ (n O
C) M O
Q M L0
LL
U)
�
—
Q W Q Ln
CL co
0o
Q >- Q
Z U H
W
W
J O
O
I
r
;I
�
I
N
IN
N
N
N
0
�
CDM
N
N
N
N
N
O
N
r-
00
o
o
z
O
wO
o
0
0
0
>
CO V J
Z
z
W
¢ Z
w
O tl
W
O
C.)U
wzz
V U)
�-�
Oor>
LU 0
Q
ZZ
0->R>a
r>Q
N
F-�W
N
Zoo
Wes_
M
O
zof0
r
V
LL
g Z LL
Z
�z
Q
F
-�
®U�
p
a.
W
Z
z
z
w
WLo
J
0
LAST PLOT DATE
N
•
March 29, 2022
z O
EXTERIOR
ELEVATIONS B
M10f1f-%AIA1Cl+T
ELEC
METER
I i I
L------------------J
FIRST FLOOR ELECTRICAL PLAN (ELEVATION B
1 /4" = 1'-0"
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 T 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.
METER
MAIN
0
200 amp
150 amp
Disconnect
POWER CO. FEED
200A INDOOR PANEL
CENTER
#15 copper to lights & outlets
#12 copper to 20 amp ckts
#10-2 copper to WH
#10-3 copper to Dryer
2/0 or 4/0 SER Alu
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to Tooter steel
GROUNDING PER 250.50 AND
250.52 NEC
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
VfRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed an a prove
for compliance with the 2020 C 7th
Edition by Debra Anne Klahr PX2300
NTS
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH
SWITCH—°
DOORJAMB DUPLEX
OUTLET co
TRIM o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
AV -
WALL
oZ
1 g c�
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 HORIZONTAL
110V QUAD OUTLET AT 12"
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
6- SWITCH AT 36"
-6 3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
-p PUSH BUTTON FOR GARAGE DOOR OPENER
--o DIMMER SWITCH AT 36"
-0 PUSH-BUTTON DOORBELL
} CLG MNT LT FIXTURE
{�- CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
} WALL MNT FIXTURE
NOTE:
C TUB/SHOWER40WA 6" ND OPALEX - ALTERNATE
CANS MAY BE
USED IF
C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY
0 50W MR16 4" LOW VOLTAGE OWNER
C 50W PAR20 NFL 4" MINI ROUND RECESS
�OZ 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
-0 CLG FAN PREWIRE AND SWITCH
Cs COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
C SMOKE DETECTOR
°U-18° UNDER CABINET 18"
-S-18- 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
D-48 DOUBLE 48" FLUOR STRIP
24 24"CLG MNT WRAPPED FLUOR LIGHT
48 48"CLG MNT WRAPPED FLUOR LIGHT
9-,24:;9 24" VANITY LIGHTING
36:6FR 36" VANITY LIGHTING
48 48" 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
M CHIMES (DELETE W/ INTERCOM)
MASTER STATION
ELEC PANEL
VACUM OUTLET AT 12"
CEILING RETURN AIR
EE A/C REGISTER
OTC THERMOSTAT
On 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.
L iMI II
Stt
ff1 s3I �I
to
N L0 E
i � OU
W L 2
C0 N N
-__
N
*' p "
Q 5
( )
AU'
W L w L
2 0 2
0
o
O u- o N
s �Cj
O
Q
}<
L LU
E
W
70
0
n
W
W
°LLl (n W 0~
H~ 1- ��~zx W
� Y Z
og
z) ._j 0�0
<CXQ ,xOF—Ow,zOxOOmZ0z�ag
c<'Up2_jO
U) O z
u)W-W nWzgxx<_IW
a O W� T)Z
Lu
W z O U° IL
LL
¢
OW �F-�
o °
�YZQQ Q
OX
WQ o
❑Q x
F--QW
O
N
z W
O F-
(n O
z
0 M O
Q CO Lf)
u)
(n LL ti
z
W < Lq
�0�G_CM
Q >- Q 00
Z U H
W
W
J O
O
L0
I
I
�
1
1
1
1
1
o
0
0
0
0
N
N
O
Co
O
O
N
1
'
Z
O
Y,
w
o
c!
O
o
0
1
1
>
c�
ri
4
Lti
1
1
CT
Qz
W
O
+-+
W00
Z
0�
U
c,0V5
Lr)
-0
O
n z 5;
or°
Q
z
a -a-
�
r�
�
F-
a
LU
w
N
(D
m�w
N
�
0
Zo=
.
CY)
O
2;o
Q
z
gWw
w LL
az
z
�
ZQ
�
LIB
U
,�
0
p
a.
W
Z
Z
z
W.
WLr)
~
00
N
LAST PLOT DATE
March 29, 2022
z
-1 +
O
1 ST FLOOR
ELECTRICAL PLAN B
SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS'
1 /4" = 1'-0„
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 BET'JVEEN 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 S 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.
VIRTUAL REVIEW ASSIST
.Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th
Edition by Debra P,nne Kkahr PX23CO
ELECTRICAL DETAIL:
INTERCOM
SPEAKER
ALIGNED W/
EDGE OF
SWITCH ----
SWITCH—°
4 1/2"
DOORJAMB DUPLEX
OUTLET c%>
TRIM o
0
BASE
NOTE:
ALL DIMENSIONS ARE FROM ROUGH FRAMING
SMOKE DETECTOR LOCATION:
WALL
oZ_
k ��
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
HORIZONTAL
110V QUAD OUTLET AT 12"
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
-�— SWITCH AT 36"
6 3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
—0 PUSH BUTTON FOR GARAGE DOOR OPENER
—o DIMMER SWITCH AT 36"
PUSH-BUTTON DOORBELL
-}- CLG MNT LT FIXTURE
-�- CLG MNT PREWIRE - FIXTURE BY OWNER
-�- SURFACE MNT FIXTURE
-} WALL MNT FIXTURE
NOTE:
C TUB/SHOWERND OPALEX - ALTERNATE
CANS MAY BE
0T 50W PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
C 50W MR16 4" LOW VOLTAGE OWNER
C 50W PAR20 NFL 4" MINI ROUND RECESS
�� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
-} CLG FAN PREWIRE AND SWITCH
COMBINATION CARBON MONOIXED DETECTOR/
cs SMOKE DETECTOR
C SMOKE DETECTOR
=U-18= UNDER CABINET 18"
=S-18= 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
c S-48 —
SINGLE 48" FLUOR STRIP
r— D-48
DOUBLE 48" FLUOR STRIP
24
24"CLG MNT WRAPPED FLUOR LIGHT
48
48"CLG MNT WRAPPED FLUOR LIGHT
9F24:R
24" VANITY LIGHTING
FF;;: 36 :FFR 36" VANITY LIGHTING
48 48" VANITY LIGHTING
® EXHAUST FAN/LIGHT
(� EXHAUST FAN
DOUBLE FLOOD LIGHT W/ COVERS AND
150W PAR 38 FL
® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
CEILING MNT SPEAKER
M CHIMES (DELETE W/ INTERCOM)
MASTER STATION
ELEC PANEL
® VACUM OUTLET AT 12"
CEILING RETURN AIR
E3 A/C REGISTER
OTC THERMOSTAT
On 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.
..
N
"
AR001✓.s
00
°<
F * 5
w
;:
ems•
O
w
0
z
ti
Q
to
/� )
,I
(D LO 'L-,- E
> O I, o
W
CO v ai
0
2
-0w 41 M
6 :EW S � 1'
O
TZ1 •� O �- O Q
•N
V w Q�
7W)
V
00 F M
a` a
w
Ld w .J w M O- O
H a-, J =Z p�
a
LL1��QQ¢�( W0000
Q I-- i-
J :0 �
�(JU)O'00w00oZ
Z�
—
J�
U-
Zw
-Z-
wCf)wZWZO0}a _jW�U)O
o
LL
Ow �F H �YZQQ
O� o oQZX
Q
wQ 0 �¢LL
O
N
Z
O IW—
(n O
cM O
Q U) M Lq
LL
QWQLn
a F' M
Q Q 00
Z U F-
W
W
J O
O
tt
I
I
I
�
I
I
M
N
0
N
N
N
N
N
O
N
c)
00
o
O
O
r
o
N
o
I
;
'
Z
O
W
o
0
0
0
o
I
;
i
V
>
c-
N
M
4
L6
w
w
¢Z
w
O
-1--+
W
Z
z
O
z
U
n z j_
O
o��
Q
Z
a -a
WWQ
�
�Fw
1171.4
W
O
ZO2
W
n
2�2
..MQ
Ozwo
VazLL
Z
z
LL
Z
U<
00
W
Z
Z
z
LLI
_j
L
o
T_
LAST PLOT DATE
N
•
March 29, 2022
Z
O
2ND FLOOR
ELECTRICAL PLAN
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.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED
IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICAYED 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(61 OMM) 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 CTHER PERMANENT
BARRIER BETWEEN THE DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET
(914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3.
5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE
SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± IMM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF
WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) 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. ASTIM 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:
1.11.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1,
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9,
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W10 LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W1 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 L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DIL + FLOOR LIL + WL
TOTAL DIL + WIL
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 25", #4 BAR 20", #3 BAR 20".
4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERILINE 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: 3/4"
4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1 85 /A 185M-14
4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE)
ACI 530-16 (MASONRY STRUCTURES)
4.2. CONCRETE:
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 Ks!
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 V2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.C. WWF @
CONTRACTORS DISCRETION.
4.3. CONCRETE MASONRY:
4.3.1.
FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
4.3.2.
LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI
MINIMUM.
4.3.5.
METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.3.6.
MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1.
INTERIOR LOAD BEARING WALLS SPF #2
ALL EXTERIOR FRAMING SPF #2
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER
4.4.1.2.1
ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER
4.4.2.
ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL
SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O.
4.4.3,
ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
4.4.4.
IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
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 S7 UCCO 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 A3D7
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsIWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
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,OOD 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 1557-02EOI
-TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate I 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. Irrigationlsyinkler soytstems including all risers and
spray he, s shall n be installed within V-0" of the building side wall.
4. FBC-R R318.7- To provide for ins ection for termite infestation, between
wall covering and final earth gradepshall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wail.
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 R318.13 - 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 va or 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,7ncrete overpoQr and mortar along the foundation pe�rimeter
must be removed be ore exterior soil treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-1)" 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 conliance must be issued to the buildindepartment
by a licensed pest control company efore a certificate of occupancy will e issued.
The certificate of compliance shall state: "The building has received a �qmplete
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 buildinguThis includes all grade stakes,
0
tub trap boxes, forms, shoring or other a lose 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 = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING)
WORST CASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 6-10"
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. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS,
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
Ypt-
N
N
C)
N
LO
0
co
LID
AR00
4t
0�
<
A
0;
U-1
0
LU
Z
a) L0 ID-) E
�! 0 r� 0
(D ." �0 11 0
0 M
(y)
C'i
U Y)
V) U
0
S 0 U c)
4- 0
0 <
r, <
'�q
LU 0- ��
U
(D 6. co E, cmi
0
�0-
CL 7C)
W W
(D W
aj W 0 F-
W W W 2 - 0
W W<' zc� Z
02 < < < 0� �e 0 0 0
< 0
D - -JJ) 0 0 LL 0
< C) X _j
n 0<ZLWLLL0Z200F_
LL
1--
Z)
C) 0 0
(a U) W 0� 0 0 R 0 0 C-8 C,
Z Z
U) W IL Ld LLJ U5 CE 0�
- Z LL 0 <
Z
0
0 _j
U) 0 Z
_,OCL>Www�
_j�<0LZUy0ZWZ WOO
< -2W 2
6
5 IL
<
LL
0 Liu
Es y
0 W Z
< 0 <t 9
<
ILL U_
I
C:)
0
Z U,
0
> U)
Q0 CD
C-e) C:)
CY) r,
L0
-1
U)
LL
U)
,I-
r__
-
LU < Lq
cy)
Z
< >- < 00
Z C) I.-
Z
LU
W
-1 C:)
C:)
(0
UD
C>
04
Cj
N
C:)
N
C14
C)
!Z�
0
!Z4
0
CD
r-
C-)
N
N
C>
C3
Z
0
U')
C')
L06
C,
0
0
C)
>
CT
00 U)
Z 1--
< Z
LU
4_0
C)
LU
Z C/)
zz
coo
0)0
0
LU
0
Z
Lr) -0
0
0 LLI
0i__0
Z
E L: <
0-01-0-
Uj �: Z>
LU
-17
I.--
LU r-
co It LU
117114
(D
0::)o
Z01:
LLj
cy)
0
ZOO
< LLJ Of
_j LL
Z
Z
Z
0- Z
�2 <
X2
F_
0 0
Z
SNO
Z
Z
LU
W
LO
@
>
LAST PLOT DATE
Z 0
STRUCTURAL
DETAILS
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
EXPANDED METAL LATH ATTACHMENT.
WALL SHEATHING
X
X
1 SCvk,<! -1 tZ LONG (3/41!-1 CRO�A IN)
1�4x
I�
IGGAxl-112"
STAPLES @ V' O.C,. VERT BETWEEN
LONG 13)4"-1`
STUDS (NOTED THUS.- — I - OFFSET
CROWN) STAPLES �4i� 6"
STAPLES BETWEEN STUDS AS SHOWN
O�C. VERT INTO STUDS
(NOTED THUS:—)
METAL
LATH
I r-1
ATTACHMENT
DETAIL
SCALE: 204" = 1 I-V
REV. 0914�21
'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH'
**ONLY APPLIES TO LENNAR TPA--',;.kX*
LATHING ACCESSORIES:
ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C.
VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MIM' 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 C1 063. LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 &
ASTM C1861.
CORNER OF
HOME
GARAGE SIDE
101-01,
TANK -LESS W/H
51-011
STUB -OUT FOR "
1
GAS METER 0
9
H C G
000
<
0
0 -1
1'-0'- L 1 .9 -J LO
11 11 0
:;t 3
I-
0
• 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.
T-Y
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
101-8"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
131-911
(3) 16d TOENAILS
2" X 10" @ 16" O,C.
161-61
(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-l"
(2) 16d TOENAILS
2" X 6" @ 24l O.C.
81-6"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
-01,
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 1211 @ 24" O,C.
15141
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
ZMA
UJ
J
Co
<
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGF LINF
. .
. . . . . . . . . .
. . . . . . . . . . . . . .
+
+
. . . . . . . .
. . . . . . . . . . . . . .
+ +
+ +
. . . . . . . . .
. . . . . . . . . . . . . .
4- +
+
+ +
4- +
+ 4
+ +
+
+ '-0" (TYP.)
-,"'TYP",
4'-0"
+
4'-0"
+ 4
+
+
+ +
+ +
+ +
+ +
+ +
+
+ 4
+
. .
+
+
. .
+
+ +
+
+
4-
- +
+ +
+ +
+ +
+ +
+
+
+ + + + + + + +
.
.
+
. . . . . + + + + + +
+ +
+ +
+ + + C)
/4+4+
. .
. . . . . . . . . .
\++++
+
+ 4
+ + + + + + + (6
.
. . . . . . . . . . .
.
+ +
+
+ +
+
\ . . . . . . 4- +
++
\—RIDGE LINE
140 MPH (U103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
15/32" CDX
PLYWOOD OR
7/16" OSB
+
1+ + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
1, + - + 0.113 INCH NOMINAL SHANK DIAMETER 0113 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 LENGTH
NOTE: 1* FOR 8d RING SHANK NAILS 0.1 13x 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.
Backer and Filler Block Dimensions
BCIOJoist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1-1 /8" or two 1/2"
6000s 1.8/1.7
wood panels
2x + 5/8" or 314" wood panel
1- 1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1 - 1 /8" or two 1/2"
602.0
wood panels
2 x — + 5/8" or 314" wood panel
902,0
2 x — lumber
Double 2 x — lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL---\ STD. 900 HOOK BOND BEAM
0
ui
7
.... ......
< STD. 900
...
F
CONT. #5
CONT. #5 HOOK
BAR
BAR
............
......
.........
........
.
#5 CONT.
.............
ROM
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 (T INT. BRG. WALL
N.T.S.
1/8" min. 2" min.
Small gap 11
2"
.
4
max.
/71
Clinch n ils
a
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.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min.
2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4"
. 16" 6-1 6
OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with side nailing.
- Hangers with sides not containing
top flange of joist. WEB STIFFENER -
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor cohmn w/ Inqd.q
N.T.S.
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
*Non -stacking walls
over squash=20 blocks and
0
require additional
wall or beam below.*
w
k
consideration. Check
—f
local building
kl/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) —J
Bearing wall, Versa -Lam LVL or
G
Glulam Beam
KNOCKOUTS) ALLOWED
IN BEARING ZONES
DO NOT cut, notch
or drill flanges
Boise Joist Blocking
t hsp. T' (Ind) nails Rt 6" o r,
<� Provide adequate bearing
for each lapped joist.
10d nails
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING = 2x GREATEST
DIMENSION OF LARGEST HOLE
D
KNOCKOUTEXEMPTS)
(see table below) D
V (see table below)
6.
11
El
higher than 15001b.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pif 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.*
c'
'0
Web Stiffener Fastener Schedule
Joist B arinq Location
Series --bepth I End Intermediate
BCI 5000so
9-1/21,
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
BCI 6000S
UR
BCI 6500s
9-1/2"
11-7/8'
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 60so
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BC1 90so
11-7/81,
3-16d
3-16d
14"
5-16d
5-16d
d
6-16d
SIMPSC
wl (22)
NAILS I
5/8"0
THRU
BOLT
SIMPSC
wl (22)
NAILS I
R TRUSS
'OP PLATE
Ice
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
TYPICAL SIMPSON HETA20
Plumbing
HETAL20 INSTALLATION
Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
' /e
&1
3 4
Use 10dx3" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
0---El
(0
-DO N
61' A ROUND HOLE MAY 6" 6" OT CUT HOLES
BE CUT ANYWHERE IN
CANTILEVER LARGER THAN
THE WEB. PROVIDE AT - 01 /ROUND
7 IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
Round Hote - Uta met er fl n 2
2
3
4
5
16
7
8
8-a75
10
11
12
13
Rectaingular411olle Side (in)
21
3
5
6
8
0
Any 16" joist
Span (ft)
8
1 1-0"
1 'A "
1 l-2"
V-2"
V-3"
V-3-
1 �-7"
1 �-1 1"
2-4"
2'-9"
3'-2"
*-7'l
12
V-0"
V-11"
P-2"
V-2"
V-3"
1 �-9"
2-4"
2�4 1"
3'-7"
4%.2,,
4,-g,,
5,-4,,
16
1 '-0"
F
, 1 '-1 1
1 1-2"
1 V-2"
1 �-7"
2�-5
31-2"
3'-10'
4'-9"
5'-7"
64"
7�-2
20
Vj��,
V�11`-2-,
T-0-
13'-0"
4--0"
4'-10-'
6-111
W-11 1
T-1 1"
8'-1
24
1 '-0"
1 V-1
1 l-2"
1 V-3"
12'-5"
1 3�-7-
9'-6"
10'-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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
��Install tight to top flange.
A
Filler block.
Nail with
10-1 Od nails,
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
114%2" gap
Backer Block
"Face Mount"
"Top 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
16 X Joist
de'pth
\ ILL
I -JOISTS BUCKETS
N.T.S.
VIIN. EMBEDMENT
SCHEDULEFOR
=- AND QUANTITY
)F FASTENERS
SIMPSON HETA20 HETAL20
INSTALLATION " MID SPAN
�T
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
(WHEN
SIMPSON H10A
w/ (18) 1 Od x 1 1/2" REQUIRED)
NAILS
UPLIFT= 1015#
TYPICAL SIMPSON H10A
INSTALLATION
xl 1 /2'
015#
TYPICAL SIMPSON MTS
FITS INSTALLATION
PLUMBING LINE
TOP (2) #5's x 4'-0"
CENTERED @ PIPE PVC OR SCH40 SLEEVE
AIC CHASE 4" PVC- PENETRATION
SLEEVE THRU STEM 4'
WALL
IE 11�- : 1''. 1
00
FINISP GRADE
I El I IEE Ell I I— A-4
F
A
4
SLEEVE THRU STEM--/
SEE PLAN FOR 4 'S A'
. 1
FOUNDATION INFO .4 4'
STEM FOUNDATION
GRADE
REINF. SEE PLAN
(2) #5 REBAR
z— A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SEE FND. PLN.
SIZE & REINF
12" BELOW
GRADE
PIPE VERTICAL THRU FND.
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4'4'
CENTERED @ PIPE
PLUMBING LINE
PENETRATION
I
- - - - -
- - - - - - - - - --
CAO
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE
CENTERED @ PIPE
PENETRATION
PLUMBING LINE
. : F�-
< 1.4
4
4
\ .- - -d
'd
4
7
�64,, -
SEE FND. PLN.
SIZE & REINF.
VR/\
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and ved
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
C14
�4
co
LO
0
00
Y
LO
& j
AR(�"-
z
0
z
Q) L 0 11,0- E
> 0 K 0
011 U
ccyo)
V)
D U n
0,
U _0 ')
0 E :E coo
2 0 U o
.6. if 0 <0
41111111111 0 0
U) U UJ
00 E L3)
rz, C3 70 Q)
Io LU
LJJ W
C6 0 l-
UJ W Lu 2 0
i- W 0� � z Q� z
0 <2< < 0
0
0
U) 0 3: LL 0 LL
< a X -1 Z ILtL LL 0— z 2 0 0 F-
Q 0 -J
C/) �
—
Z)
0 0
0
a = 9 owoomoz�
C/) UJ UJ z I 6r) E 0� z :D
Lu Lu < 0 -J
a_ > Cn 1- z LL
-J (D CL z y 0 z 0 CL
I 0 uJ UJ L)
z
ILL
� < Lu Z
< W V — 2 Lu 2-)
0 r — y z
W Z)
0 0 0 �
LL < 0 LL
C:)
C)
CN
Z W
0
-
U) Z)
> U)
CD 0
i.-: co 0
U) cf) r-
U�
U) -J
H It
U)
UJ < Lq
cy)
< 00
z
z
W
-J 0
0
CD
LO
0
N
0
N
0
N
0
C)
C)
C)
CD
z
0
111M Lo
CO
0-1
LU
C�
C�
>
co U)
Z
< Z
U-1
CD4-0
-6-0
W
Zw
zz
LU00
C) U5
DZ5;
U-)
0
0 Lii
0
<
z
0�-<
0- O� IL
;.J0
M
0� <
Wl-
7
-
W F
co W
2
1-- 2
Ono
ZO=
W
>- X (n
< tz
0
2 ��.
zXO
z
0
< ui Of
z LL
z
<
z
0
0-
z
z
UJ
W
-J
LO
0
T"'
>
LAST PLOT DATE
STRUCTURAL
DETAILS
- (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
HURRICANE ANCHOR @ EACH
12 TRUSS (SEE UPLIFT SCHED.) W/
(TYP.) METAL PL. UNDER EA. TRUSS
VARIES MOISTURE BARRIER
SHINGLE ROOF
7/16" O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
S N 1
ELEV. VARIESAII[
INSULATION BAFFLE
ALUMINUM DRIP
EDGE
5/8" OR 1/2" HIGH
LUMINUM FASCIA
STRENGTH CEILING
1\1
N 2x SUB FASCIA
BOARD PER CODE (OR 5/8"
GYP. TYPE "X" @ GARAGE
EE SOFFIT
W/A HABITABLE ROOM
SHEET
ABOVE) W/DRYWALL
SCREWS @ 7" O.C.
8"x8".'16" KNOCK -OUT
CEILING & 8" O.C. WALLS
BLOCK W1 145 CONT.
FILLED SOLID WIGROUT
INSULATION PER
CHART ON FLOOR
8" C.M.U. TYPICAL
PLAN
1x2 P.T. HORIZONTAL
NAILER
TYPE "S" MORTAR
STD. 90-HOOK (SEE DETAIL)
-----ARCHITECTURAL
FINISH
1x2 PTWD FLIRRING@ 24" O.C.__/
1/2" GYPSUM WALLBOARD-----' -
(1) #5 VERT. IN FILL CELLS
U.N.C.
(SEE FOUNDATION PLAN
FOR LOCATIONS)
1x4 P.T. BASE NAILER
;z
3 1/4" BASEBOARD
U_
MIN. 2500 PSI CONIC. SLAB
W
MIN PSI MAY VARY PER
LO
MUNICIPALITY.
04
4"x4" INSPECTION PORT AT
CONCRETE SLAB W/ 6X6
EACH FILLED CELL TYPICAL
WlAXW1.4 WWF OR
AT GARAGE, CONTRACTOR
"FIBERMESH"
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
E�I77.
El MI
00
co
0?
6 MIL VAPOR
BARRIER
C14
COMP. SOIL.
(COMPACTED TO 95%
MODIFIED PROCTOR
NOTE: EXTEND DECO FINISH
ASTM D1557)
4" to 6" BELOW GRADE
(2) #5 REBAR CONT
3" MIN.
CLR.
ON 3" CHAIRSTYP�
V-4" (1 STORY)
STD. 90 HOOK
U.N.O.
4"
V-8" (2 STORY)
(SEE DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4" = V-0"
OPT: DEPRESS SLAB 5)/2"
DEEP AND 6" BEYOND
DOOR TO RECEIVE BLOCK WALL BEYOND
PAVERS / DRIVEWAY
CONCRETE SLAB 14" O.H.D. RECESS
PAVERS-� �� 2�
-\, 7�y �
SEE A/S3 OR J/S6---" -I LIF, E15-FiL LH �11 r-, F I -Ir
FOR REINF. INFO. 3" MIN. CLEARANCE
1'..4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
1' 1 .8" (2 STOR)I')
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
ADDITIONAL INFORMATION.
2x#2SPFSTUDS -
@ 16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE---\
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
APPLICABLE.
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
@ 6" MAX FROM END OF 2 x PLATE E
.6 x 6 W1.4 x W1.4 Q
WWF OR FIBERMFSH
11 ir 111 IrE T 9
1 8" 1 '' =�
TYPICAL INTERIOR BEARING
WALL w/ OUT UPLIFT GG
SEE TYP. WALL SECTION
SCALE: 3/4"=V-0" � S3
8"x8"x1 6" NOMINAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
3/8" MORTAR BETWEEN
SLAB & BLOCK
ELEV. 0'-0"
L
:1E =1 z A.F.F.
4
4' /2
4- ELEV. -0'-31 z
4 4
..4
4 .4.
4 0
4 T� A A . F . F. 0
A,. A' 2x4 CON ILL
A< 4
4
GARAGE DEPTH VARIES
<
. A
GARAGE SLAB AT STEP rB
SCALE: 3/4"=V-0" � S3
X
2x STUD
LOAD BEARING OR
EXTERIOR WALL
8" C.M.U.
1 "x P , T , STUD
#5 VERT. IN FILLED CELL
SEE CC/S3 OR
04
G/S3 FOR ANCHOR
BOLTINFO.
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) 1 Od NAILS
P.T. PLATE
TYP.
__�2x
ASSUMED FINISHED
GRADE
MONO OR STEMWALL--,,
FOOTING MONO SHOWN
FOR CLARITY
00
. .. ... ..
NOTE:
511 1E1 I 1EI I 1E1 1511 1EEI I
FOR BEARING WALL
:F.
rF, LI[Fi Vi EiLl [Fi IFi IF
W/ UPLIFT ONLY
- ... . ... -
I ILI ILI ILI
FRAME WALL TO C.M.U. WALL CONNECTION
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0 7__�K
SLAB INFORMATION.
6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4",
GRADE
00
-(1) #5 REBAR w/ OPT.
T�1_'SCREEN ENCLOSURE
MIN,
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4"=V-0" �, �S3
BLOCK WALL BEYOND
EXPANSION JOINT
13"
O.H.D. RECESS
4
:4: C?
I IIF
SEEA/S30RJ/S6---- -ILIF111111111111 ... 1111111
FOR REINF. INFO. T' MIN. CLEARANCE
V-4" (1 STORY)
V-8" (2 STC!RY)
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
ADDITIONAL INFORMATION. \11�s
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
NAILED W/ 8d COMMON NAILS @ 4" O/C
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'.xl O'WEDGE ANCHOR
@ 24" O.C.) 211
3 1/2" M IN.
7
. T _MI 11-1 1 1-111-1
� I 1EI I JEE1 I 1=1 11 1/2"(min 4'
00 LLI I 11-1 Ell
3 1/2"(min.).: 4." 1 1 ILI I
LI: �1 �JrLi I T - 9-JI I
(2) #; CON
411 1'4" 8"
U.N.O. MIN.
TYPICAL BEARING WALL (@ STEP (@ SHEARWALL
"SHEAR WALL"
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.
27x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-0" (R302.1 1)
INSULATION PER CHART ON FLOOR PLAN
SIMPSON SP1 w/ (10) 1 Od NAILS
2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
SCALE: 3/4"=V-0"
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/
2x3/16" PLATE WASHER (TYP.) -
(ALT: 1/2"x`12" TITEN HD @ 24"
O.C. OR 5/8"xl O'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.C.
-2x BLOCKING HORIZONTALLY@ INTERVALS
NOT EXCEEDING 10'-0" (R302.1 1)
--4NSULATION PER CHART ON FLOOR PLAN
-SIMPSON SP1 w/(10) 10d NAILS
x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH
00
Eiimnai
(3 1/2"(min.),; 4', '-Fi E\v I 1=1 I I-
ft-7
I I WII,,
(2) #5 CONT
-4
I U.N.O. MIN.
TYPICAL BEARING WALL @ STEP
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
2x STUDS @ 16" O/C
INSULATION PER FBC AND ENERGY
X, 6os
FORM SUBMITTED WITH PERMIT
(2) ROWS OF 2x BLOCKING @ THIRD POINTS
APPLICATION
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W1 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 NOCK DETAIL
PLATE WASHER TYPICAL
3RD LAYER 1/8" THICK.
@ K.C. 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. LAP]
#5 REINFORCING
FIBERMESH
I
WEEP SCREED INSTALLED
-PER
11 ::1
BAR
1 ^
I X&x� lto5enx&yl �k
I:
E
MFR INSTRUCTIONS
- - x I
'�#3 OR #4 REINFORCING BAR
�:
ZN
2�
#3 & #4 LAP SPLICE
GRADE 40 MIN, Fy= 40ksi
FINISH GRADE 60
[GRADE 60 MIN. Fy 60ksil
25" MIN. LAP 130" MIN. LAP]
6 MIL VAPOR BARRIEF�_
T, E-1 I �[=_, I M
80
---
:E1
..
#5 REINFORCING BAR
R 17/8"
I I F
P
I IEI I IEEI I IEEI I I- N
_r; I A P qPI Irp:
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM
D1557)
4" V-4"
TYPICAL EXTERIOR FRAME WALL FOOTING
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SLAB INFORMATION.
1/2" GYP. BD,
P.T. 2x
HOLD GYP. BD.
1/2" FROM SLAB
CD CONT. BEAD SEALk
INTERIOR
4.
4" Aj,
CONCRETE NAILS W 1 1/2"
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB---,-
<4
00
E
i_10 I �11 I
BARRIER
_2X STUDS @ 24" O.C. U.N.O.
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W1 DRYWALL SCREWS @ 8"O.C.
-INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
x 6 W1.4 x W1.4
WWF OR FIBERMESH
A_j
14" 14"
INTERIOR WALL SLAB STEP NON-BRG. rK
SCALE: 3/4"=V-0" � S3
11111111piiip��11111111�
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
SIMPSON SP1 w/ (10)
1 Od NAILS
2x P.T. PLATE
SPACE ANCHOR
BOLTS 6" MAX FROM
END OF 2" x PLATE
LU
0 L
_j . . .
U) M
Uj HE
U.1
co
4(d LAFJ,611-11LICE
REBAR DETAILS
SCALE: N.T.S.
EE PLAN
FRAME -DOWN FALSE BEAM w/ (3)
SEE ROOF PLAN
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
AT 24" O.C. MAX. x
x x
CONNECTION INFO
x
SEE PLAN FOR x
TOP OF BEAM
& LAYOUT DESIGN
SEE ROOF PLAN
(2) HTS20
FOR STRUCTURAL
BEAM SIZE &
CONNECTION INFO
/-2x4 P.T.
PLATE
COLUMN LOCATION
2x4 #2 SYP P.T. FRAMING wl
MIN 7/16" O.S.B. SHEATHING
z
ATTACHED PER NAILING
U)
Uj
0
SCHEDULE
§
*
SEE PLAN FOR STRUCTURAL
_j
LU
COLUMN SIZE AND BASE
Fn
Uj
Uj
CONNECTION INFO.
U)
0 A
F-\,urxF- X r. I . D I IVI . r, LA I F_
SEE DETAIL 16/D1 FOR w/ 1114"4" TAPCONS AT 8"
COLUMN TO PORCH SILL O.C.
ATTACHMENTS & 18/D1
FOR COLUMN TO BEAM IL TRIM PER PLAN
ATTACHMENTS
SQUARE CMU BLOCK BASE,
SIZE VARIES PER PLAN
W/ MIN. (2) #5 VERTICALS
L FILLED SOLID (SEE PLAN FOR
SIZE AND REINFORCEMENT)
BRICK PAVERS or SLAB PER
0'-0" FIN. FLR./-6, //"-COMMUNITY SPECS
SCALE: 3/4"=V-0"
SCALE: 3/4"=V-0"
(2) #5 CONT.-_ -1 15'E'Ll I
ON 3" CHAIRS
(TYP.)
z�_ 1/2"(min')- 4"
CC
S3
2x BLOCKING HORIZONTALLY@
INTERVALS NOT EXCEEDING
10'-0" (R302.1 1)
1/2" GYP. W13 (MIN.) @ GARAGE
SIDE IF APPLICABLE,
5/8"DIA. EXPANSION BOLT @24
O.C. W/ 7" EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH E
CO
9
TYPICAL INTERIOR BEARING
WALL w/ UPLIFT G
SCALE: 3/4"=V-0" �3
VARIES
1 1/2" RECESS FOR --�7
[ 6 x 6 W1.4 x W1.4
S.G.D. (U.N.O.) W OR FIBERMESH
4
I m I IA I I= 11, 11 1� =7
4.
T
SEE A/S3/J/S6 1 1, 811
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
/--\ S.
SLAB STEP & RECESS 6cy G.D. rM
SCALE: 3/4"=1'-0" ���3
MASONRY WALL AND
PAD FOOTING
8" MASONRY WALL
EXTEND FILL CELLS
TO FOUNDATION PAD
CONT. FOOTING STEE MAT REINFORCING. Z1
= . y M
009 GRADF 4- 4
LU
0 4
i� 4*
LU in EEI . - LU
a- Lid 711 IE=l I 1 0
0 LU U) U-1 N z
0 0
14 z
LL CY)
U) =Z =El I ig I pi
Ljj
-_--I I JEEI I I=- FOOTING
4: BEYOND
PAD REINFORCEMENT-) 11
3" MIN. CLEARANCE
(SEE SCHEDULE) FOOTING WIDTH]
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL KN
SCALE: N.T.S. �3
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approved
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
�0
Q J
C14
0
a)
I J-
co
LO
00
-01 A '5,
,4.
z
LU
0
UJI
I=
0
z
Ln (D LO 'Lo- E
2: - 0
U
CY)
U1
4- U
U) U 7C)� 70 0
2 12
0 2 0
iL <0
U Iq <
C)-
U LU 0_:;�
C:
cc) E
0
()
70 0 - CL
V)
W
0 Uj
0 - - 0
W �W_ W C3 W 2 0
W F-- < W 2 _j 0� g z of z
OfS2_�<O�W<,002_jo
C)
F-
<C)R-012f 02200�_--
0'c0,0t§0zz'0R00'M0z:z:)�<L8
6 0 0
U) LLI 0- U-1 7) 1 LU W Fn Of of < 0 If 5
0 0- >0 z y 0 I__
0 z
ZZLLOWOOM
W WZ,,(, a-
C:)
CN
Z LLJ
0 F-
U) Z)
> U) q)
"0
F_: (y) p
< U) CY) r�-
L0
U) _j
LL It
C/5 �,
z
-
< Uj < Lq
F- CY-)
Cr 7--
< >. < 00
z
z
W
W
_j 0
(.0
114
C4
CN
CD
0
(D
0
CD
0
co
C)
CD
z
0
L0
10�
Uj
0
C�
C)
RIZI .
>
-
C6
V*
CT
Z
< Z
LU
C)
LU
Z (/)
Ezz
cr) 0
LLJ 0 LD
LO
0
0 LILI
00� r <
Z
0- EE 6-
LU 3:2
LU <
LU �
co F- W
111711.4
0=)U
zr-)=
W
U)
cy)
0
zo�u
<
z
C)
<LL,of
I ILL
0- z
z
z
<
<
0 0
z
z
z
LLI
W
_j
I,-
Lo
0
>
LAST PLOT DATE
9
. x
-6-0
0
STRUCTURAL
-J
DETAILS - MONO
12
(TYP) SEE ELEV.
'Z�
SIMPSON SP2w/(12) 10d
NAILS AT EACH STUD
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W/ (2) 16d TO
TRUSSBELOW
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 wl (10) 1 Od
NAILS AT EACH STUD
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/ 8" EMBEDMENT
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
2x6 2x8 WALL
BEYOND SEE PLAN
FOR HEADER (2) 2x HEADER TO SIT
CONNECTION FLUSH TO THE OUTSIDE
SEE PLAN FOR SIZE
2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
EVENLY
HEADER FLUSH TO OUTSIDE OPTION
-OUBLE 2x TOP
PLATE
2 BLOCKING@ EACH ENDW/10d@
4" O.C. FROM EACH HEADER FACE
TO BLOCKING
(2) 2x HEADER
PER P
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
AN
VARIES
O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S.
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) 10d TOENAILS T&B
AS REQ'D
2x BLOCKING @ MID
+ POINT EVERY OTHER
+ STUD W/ (3) 1 Od NA
_F
ILS��
1 #5 VERT. IN CONIC. FILLED CELL W/
S 90A
TD. HOOK IN K.O. BLOCK L V N
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
K/S4
SEAT FOR BLOCK IS POURED,
IN PLACE CONCRETE
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
BLOCKING (TYP.)
�-ROOF TRUSS
UPLIFT CONNECTOR (SEE SCHEDULE)
MOISTURE BARRIER
SCALE: N.T.S.
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
bUAL1z: N. I.b.
Z SEE 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 2 1/4"
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 _N�
rA
SCALE: N.T.S.
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW Itl �B
S4
KNOCK -OUT -
BLOCK W/ (I NOTCH LINTEL WHERE REQUIRED
#5 FOR CONCRETE PLACEMENT 7
4
4 ZL
A
i 1
STD. 91fHOOK
811 8"-
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-G" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL—,"""'
SEE FDN. PLAN FOR LOCATION
.1
.7
4
---
I
d
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
\2
nNENNI
FORM CREATES CONCRETE RECESS TO
RECEIVE GARAGE DOOR AND TO ALLOW
2x4 (NOM.) _/
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
'BOTTOM OF M
POURED CONCRETE BASE FOR OUNTING 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" 75/81, 8" 7 5/81, 8"
V
SOLID AREAS ARE
STEEL AND GROUT
INTERIOR
WALL F1
CL. F___1 DOOR OPENING
LIR DOOR OPENING IF I
EXTERIOR
WALL
Ul
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE
IST COURSE 2ND COURSE 3RD COURSE
COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT rD
SCALE: N.T.S.
2x CRIPPLES @ '
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 w/ (6)
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
2x6 WALL, USE SP8
FOR 2x8 WALL)
1 Od NAILS @ 8"
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
VERTICAL JAM
518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
NOT TRANSFER LOAD.
2 x 6 P.
J-BOLT
TRACK
BRACKET
W/MOUNTING ANGLE
FOP
3ARAGE
)OOR
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.�
TYPICAL GARAGE DOOR BUCK ("K
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2" x 4" WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
SIMPSON
V- 4'
(1)
(2)
(1)
(2)
(1) LSTA30
(2)
(3)
(2)
(2)
(1) LSTA30
(3)
(4)
(2)
1 (4)
(2)LSTA30
— FLAT STRAPS PER CHART ABOVE
TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
�, @ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
"s,
(2) 2x HEADER SEE PLAN
INTERIOR HEADER:
\_(1) 2x SILL PLATE W/ (2)
12d TOENAILS
BOX HEADER
* EXTERIOR HEADERS:
ONLY
(1) 2x SILL PLATE W1 (2)
12d TOENAILS
9 OPENING LARGER THAN 4 FT:
(2) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 1 Od x 1 1/2" EACH
SIDE
'--2x STUDS TYP.
SIMPSON HTT4 TYP.
U.N.O. SEE N/S4
HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL
SCALE: N.T.S.. 1\14�
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
12
TRUSSES @ 24" O/C
(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE
:y7p.) SCHEDULE)
2_(T
//":�DOUBLE 2"x4" S.P.F. TOP PLATE
: 7/8" STUCCO FINISH PER ASTM
C. 926 APPLY 3 LAYERS W1
TOTAL THICKNESS 7/8" OVER
METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER
1/8" THICK OVER WATER
RESISTIVE BARRIER_�-_
SIMPSON SP2 w/ (12) 10d
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
1'-,
2X4 PT STUDS @ 16" O.C.
(2) 2X4 FIT STUDS UNDER H, IP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 wl (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24" O.C. MAX) w/ MIN. 4" EMBEDMENT
L
IN KO BLOCK AT EA. STUD
MAIN SPAN
MOISTURE BARRIER
ROOFTRUSS
�/
UPLIFT CONNECTOR
8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONIC. FILLED CELL
W1 STD. 90' HOOK IN K.O. BLOCK
ALT-.-KNEEWALL ABOVE MASONRY
WALL DETAIL
SIMPSON SIMPSON
SP4 SP2
2X STUDS @ 24" O.C.
-5/8"xl 0" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION
/--2
P
-SIMPSON SP4
4'
TRANSOM FRAMING
SEE SECTION AA1S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
SCALE: N.T.S.
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 1 Od @ 3" O.C. (14
SPLICE NAILS TOTAL) EA. SIDE OF
4&, SPLICE STAGGERED
1 1/,
41z
1 Od @ 8" O/C
ATTACH ALL
EXTERIOR STUDS
W1 Y816d TOENAILS
TO P PLATE
NOTE:
BOTTOM SPLIC)
PLATE LENGTHS MUST BE OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL rM
SCALE: N.T.S. '\, �4
F= 2240 LBS
SIMPSON
SIMPSON SP4 SP2 ]
lt �. :
\-NAILED
INTO
TRANSOM
TRANSOM FRAMING
X�
FRAMING
P.T.
SEE SECTION AA/S1
-ATE
AND BB/Sl FOR
ADDITIONAL DETAILS
SIMPSON
spi
SIMPSON
SIMPSON
E
R CESS
LINTEL
SP4
SP4
SIMPSON SIMPSON
SP4 SP2
\-NAILED INTO
TRANSOM
FRAMING
SIMPSON
spi SIMPSON
SIMPSON SP4
RECESS
LINTEL SP4
FRUSS BOTTOM CHORD OR 2x4
BLOCKING W/ 2-16d TOE NAILS
@
EACH END
2� ow<
1�t 0-
E (n
2x TOP PLAT
2-16d NAILS @ 24" O.C. OR
EQUAL TO TRUSS BOTTOM
--I/ CHORD OR BLOCKING
2x STUD @ 24"
V
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE
EQUAL @ 12" O.C.
I
STAGGERED FROM BOT.
SEE A/S3 FOR 11�\
PLATE TO CONCRETE
REINF. INFO.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL � �j
SCALE: N.T,S.
2"x BUILT-UP COLUMN, SOLID MEMBER OR
SPF)
(3075# SPF)
, (4565# SPF)
, (5645# SPF)
# PF
N. 8"
NUT
IOXIED A.T.R.
t & NUT
DXIED A.T.R.
t & NUT
SIMPSON SP4
�_2X TOP PLATE
OVERLAPPING
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24" O.C.
MAX
-2X P.T. PLATE
2X8 P.T. BOTTOM PrE
I
- OB
\-5/8"x10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE) C
SIMPSON
SP4
"
2X8 P.T. BOTTOM
PLATE
0" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
ROOF TRUSS ABOVE
2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK W/(1)
#5 CONT. &
FILLED
5/8"X10"J-BOLTS
@ 2'-0" O.C.
RVOIT-1601 N.XT101 0
1 Od NAILS @ 4
1 Od NAILS @ 6" O.C.
STAGGERED A STAGGERED
0 0 TRANSOMFRAMING
BEYOND.
N
-PLYWOOD FASTENED TO TRUSSES
L PLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
O/C BOUNDARIES 6" O/C EDGES SHEATHING
& 8" O/C FIELD 0
s SIMPSON SP4 wl (6) 10d x 1 12"
(USE SP6 FOR 2x6 WALL, USE :—PLYWOOD
SP8 FOR 2x8 WALL) I SHEATHING
e SIMPSON SP2w/(12) 10d NAILS MASONRY--
* SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0-1 5/8"X1 0" J-BOLTS @ 24" O.C.
MAX. (MIN. (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN, 6" INTO BOND BEAM
@ 24" O.C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
� �4
VIRTUAL REVIEW ASSIST
Virtual ReviewAssist, Inc.
PlanS Review completed and approv d
for compliance With the 2020 FBC 7th
Edition by Debra Inne Klahr PX2300
CN
Z%
CY)
LO
, 31
0
00
LO
5 P.
A
Uj
0
0
--i
LU
z
(D LO E
d 0
M CV
V)
U
4) -U 2.
8 <0
0 6 <
U
C) NR
U LU D__ C:
COO:) E co
7C)
W
W
(D W
LIJ Uj
LIJ Uj 0
Lij 0 wg�ezw z
0 < i.L L) 0 0, 0
<
_j
< Cs R 0_220bi.--<�
a' in wo 0z Z' 0 M 0 0 in 9
in =Z)
_j 0- Z Z 0
-1 < 0 U.] W z W 0
U)
0
0
0
04
Z W
0 i-Z
r-_
u) C:)
z
(0 0
I.-: co 5
< U) CO I*
U')
D_ U) _j
2i cf) LL_ It
[*.-
-
Uj < Lq
cy)
00
<
z 0 I_-
z
W
_j C:)
0
(0
C:)
N
O�
C\I
C:)
C,4
IN
CD
NQ
0
CNI
0�
IN
0
r__
0
N
C14
0
-
C14
00
0
0
-1
0
1
0
LO'If
U)
W
C�
6
r
>
C�
co
4-
1
U)
>_
Z
Uj
C) 4-a
W
U)
0
ozz
LUOO
() 0 �5
Z) z 5;
0
ow-
z
co,
0-
LU
01- <
W
LU I.-
00 it W
11711-4
(D
1 2
I-- I.-
0=)O
z0f:
W
CL
>_ = U)
< �-:D
co
0
�§�
Z13f 0
<
0
< Ijj of
J z LL
z
z
Z
0 0
0-
z
z
LIJ
Uj
Lo
C)
>
LAST PLOT DATE
R
z_f_j
0
j
STRUCTURAL
DETAILS
SIMPSON HGAM1(
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING &
1/4"x2 3/4"
TITEN TO CMU
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 91, SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING
SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
FASTENERS. (MIN. FIRST 4 BAYS) MAX, 9" AND FASTENERS. (MIN. FIRST4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
IF >9" SEE 1 O/S6
TOENAIL wl UNSUPPORTED,
SEE STRUCTURAL NOTES AND NAILING BACKNAIL w/ (2) 16d NAILS
SCHEDULE FOR SHEATHING DETAILz (2) 16d NAILS IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS
SEE STRUCTURAL NOTES AND NAILING
Ile SCHEDULE FOR SHEATHING DETAIL
45'± x
45' SEESTRUCTURAL
NOTES AND NAILING
SCHEDULE FOR
2x4 CRO�§ BRACE
3
SHEATHING DETAIL 2x8 SYP#2 1" BRACE TO
APPROX
8" FROM 2x4 KICKER
41'± X
4 KI
KER
MAX. 9"
UNSUPPORTED,
IF >9" SEE 10/S6
.
RIDGE FASTENED AT
8�_O�O/C
@ 8'-0" O/C.
S@
EXTEND AT LEAST 90% OF
DOUBLE TOP PLATE
EACH JOINT W/(3) 10d
"L" BRACE TO EXTEND
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
2x4 CROSS BRACE APPROX. 8"
& (2)10d TOE NAILS @
AT LEAST 90% OF WEB
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
A
FROM RIDGE FASTENED AT
EA. END @ 48" O.C.
LENGTH (SEE TABLE)
RIDGE FASTENED AT
SIMPSON H2.5A w/ (10) 8d
EACH JOINT w/ (3) 10d & (2) 1 Od
2x8 P.T.
G E TRUSS
EACH JOINT w/ (3) 1 Od &
LEDGER TO
TOE NAILS @ EA. END
SILL
1/2" CDX PLYWOOD OR
(2)10d TOE NAILS @ EA.
911, /*
_,--'-FROM
BLOCKING
2x FRAME WALL (SEE WALL
7/16" OSB SHEATHING
END i
SECTION FOR SIZE & SPACING)
ATTACHED W/ 10d
, "H'SUM WALL BOARD
GABLE TRUSS
1/2" CDX PLYWOOD OR 7/16"
NAILS @ 6" O.C. EDGES
2"x4" PANEL BLOCKING @ 48" O.C, FOR THE FIRST
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
AND 12" O.C. FIELD
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
71
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
1 OdX3" @ 3" O/C
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ 10d NAILS @ 6" O�C.
AND 12" O.C. FIELD
EDGES AND 12" O.C. FIELD
(2) 16d NAILS
INTO 2"x6" P.T. PLATE
SLOPE OF ADJACENT SCISSOR TRUSS)
2x4 "T" ON TOP OF PANEL BLOCKING�'
�_WEEP SCREED
2"x6" P.T. SILL
NOTCH 1" BRACE HERE
2x4 PANEL BLOCKING @ 49" 0 C FOR
THE FIRST (4) ROWS OF TRUSSES
2x BLOCKING
f�2x4
FASTENWITH 10dx3" @4" O/C SPACED
@ 48" O.C.
INSTALLED PER MANUF.
1/2" x 8" "J" BOLT @ 48" O.C.
WEEP SCREED
FROM EA. END TYP. TOP & BOTTOM
"T" ON TOP OF PANEL
1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
MOISTURE BARRIER
SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0"
INSTALLED PER MANUF.
ATTACHED w/ (2) 16d TOENAILS
BLOCKING, FASTEN WITH
1 Odx3" @ 4" OIC
PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
SIMPSON META12 w/ (7)
O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
MOISTURE BARRIER
-2x4 LEDGER (MATCH BOTTOM CHORD
NOTE: IF EMBEDDED
L
1 Odxl 1/2" NAILS AT EA.
& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
"�
SLOPE OF ADJACENT TRUSS)
STRAP MISSED VERTICAL
SECTION
TRUSS VERTICAL WEB (24,,
GABLE WEB SECTION
r2
SECTION (S��
WEB, USE MSTAM36 w/ (7)
O.C. MAX) w/ MIN. 4"
1 Od NAILS & (4) 1/4"x2 1/4"
SCALE: N.T.S.
EMBEDMENT IN KO BLOCK
��5�
SCALE: N.T.S.
1\ �5
SCALE: N.T.S. 1\ �5
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 MAX. 9"
EFER TO DETAIL J UNSUPPORTED,
AND FASTENERS. (MIN. FIRST 4 BAYS)
IN SHEET S5 FOR IF >9" SEE 1 O/S6
.-BRACING, AND TOP SEESTRUCTURAL—
HORD BLOCKING NOTES AND NAILING x
oo oo
SCHEDULEFOR
JFORMATION
SHEATHING DETAIL BACKNAIL w
cD
VOOD TRUSSES (2) 16d NAILS
oo 2"x4" CROSS BRACE
APPROX. 8" FROM
x4 RAT RUN BRACING
RIDGE FASTENED AT L" BRACE TO EXTEND
,T 24" O.C. ON TOP OF z z
EACH JOINT w/ (3) AT LEAST 90% OF WEB
OTT. CHORD FOR 4 10d & (2) 10d TOE
LENGTH (SEE TABLE)
RUSS SPANS NAILS @ EA. END
GABLE TRUSS
,TTACHED W/ 2 - 16d //'-1/2" CDX PLYWOOD OR 7/16"
X EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED
OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C.
(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
x4 BLOCKING @ 24" (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF A/ ES AND 12" O.C. FIELD
I/C w/ (2) 16d TRUSSES FROM EA.
OENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR
IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ONNECTION
RCHITECTURAL 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)
2x4 "T" ON TOP OF PANEL-/
BLOOKING,.FASTEN WITH 2x4 BLOCKING W/
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS
NON - LOAD BEARNG LOCATION � �D
B.L.I.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r9
ADDITIONAL INFORMATION. SCALE: N.T.S.
SCALE: N.T.S. �5
IINIMUM 2x
'ROSS BRACING
SEE PLAN FOR
OCATIONS) TOENAIL
(2) 16d PER (2) 16d NA
JOINT
�w I I w1vi �wl w] 2"
4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
S5
GABLE END BRACING DETAIL
12"
,SH SCHEDULE
�TTACHMENT
2 SYP BLK'G @ 16" O.C.
J x 0.131"
AILS EA. SIDE
. 2x4 #2 SYP w/ 1 Od
XO.131" @ 8" O.C.
ALTERNATE NON -DROP
GABLE END DETAIL
("i 0�
SCALE: N.T.S.
'\ �5
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
1" BRACE W1 1 Od @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
SEE SCHEDULE - [RSHI - 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 1 O/S6
"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/ 10d NAILS
@ 6" O.C. EDGES AND 12"
O.C. FIELD
-2x4 "T" ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
TRUSS & (4) 114"x3" SIDS SCREWS TO PLATES AT 24" O.C.
DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
STUD WALL (SEE TYP. SEC.)
SECTION
SCALE: N.T.S.
8d @ 6"O/C
WOOD TRUSSES
SIMPSON HGAM10KTA w/ (4)
1/4"xl 1/2" SDS SCREWS TO
BLOCKING & (4) 1/4"x2 3/4"
TITEN TO CMU
2 x 4 BLOCKING wl (2) 1 Od
TOE NAILS AT EACH END @
24" O/C (TYP)
z
LLI
c)
BRACING w/ (3) lud x 3 AT
EACH CONN. @ 24" O/C
MOISTURE BARRIER
-BOND BEAM
MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. @ NON LOAD
BEARING LOCATION (UNEVEN CLG.)
rE
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION. \�,'_S5
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
1" BRACE
24"
0'0" - T-O"
T-O" - 6'-0"
6-10" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS
SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS
TO PLATES (TYP.)
�--CONT. BEARING
GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 wl (12)
1 Od NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
2x4 BLOCKING--,,,,,, --2x4 "T" BLOCKING
@ 48" O.C. 16d NAIL
"L" BRACE
ATTACHED W/
1 Od NAILS @ 4"
O.C. TYPICAL
GABLE TRUS EB
DOUBLE 1" BRACING DETAIL
SCALE, N.T S
:4�
2x4 "T" BLOCKING
48" O.C.
1" BRACE ATTACHED —
W/ 1 Od NAILS @ 4" 0.
TYPICAL
16d NAIL
GABLE TRUSS WEB
SINGLE 1" BRACING DETAII_r6__-�
SCALE: N.T.s. �' �5
DIAPHRAGM
BLOCKING @
48" O/C
,-GABLE TRUSS
TRUSS VERTICAL
(2) 2"x8" 1" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE /'__7
AS PER HIB 91 SCALE: N.T.S. S5 j
20'-0" MAX 20'-0" MAX
"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
d
Lu
d
=
9
9
11,
9
z C)
ui -1
Lu
<
0
9
Nr
9
C3
—
—
—
9
C)
I
>
d
Lu
ALU
0-
NOTE: ZTOP CHORD 2x4 #2 SYP BRACING
1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
ZBOTTOM
@ 16" 0,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
AS PER BCSI
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W1 (2) 1 Od AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
\A/Onn PPAKAP:n r.AR1 P Pwn RPArIKIr. nPTAII
FOR WIND SPEED SPECIFICATION
4
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and approved
i�,-, compilance, with the 2020 FBC 7th
i-riftion by Debra Anne Klahr PX2300
IN
N
0)
LO
0
00
LO
A 11� �n
'k
13�
<
3:
0
a
Lu
z
<
Ln LO 'Lo- E
0 r� 0
(1) 10 (i u
n 0 M 11,41 6
>1 (y) N
*- (n .
16 co
U �2 0�
co CM0
E
2
-2 -9
4111111111111 0 LL' <
U <
Iq
Ln U Lu 0:�
(1) cO E c"
W Lu
(D W
Ld C6 0
LU P W _j Lu M �_ 0
Lu �- < 0� 2 I<gyzl z
a� 0 0
< 0
—
=0 0 cj� U) 1 0 LOL _j
< a 0 Q� -< P:
Z LL LL 9 z 2 0
D 09gz0Ctf00M0z_.<
0 it z
0 z
CY 0 0
W Lu Z)
0 0- > W W W I- < 0
-.100- zyozzu- � CL
< < 0 Lu < - Lu Z 0 LIJ C) 0 0-
0 LL
�_Lu 2�_In_�LU620 <
0 �_ _y <<
0 W c- Z) z
< W
<
u_ 0 LL
C:)
C:)
Z W
0
U)
> C/) q
5
< U) CO
LO
CL 0u_
1;1"
U)
LLj < Lq
C�
>_ 00
< <
z C)
z
uj
_j C:)
C:)
C.0
mi
. .
.
CD
IN
0
C14
CD
Cq
N
C)
CD
C)
C)
C)
a
Q
M
0
C)
C)
z
0
LoOf
'Lu
0
(D
0
C)
>
'2
C�
C6
4
00 U)
Z
< Z
Lu
C)
Lij
0)0
0
ozz
LU00
C) 0 U5
-0
n z 5;
LO -0
0
oujo
00� <
Z
0- 0-
%.0
Lu 3:2
Q� <
LLJ
LU �
0
F- I.-
0-'0
z6m:
LLI
0-
>_ = C/)
< F- z)
cy)
0
2-2
Zwo
<
z
W LL
Z
U) z
z
X:2
<
F-
0 00-
z
z
z
Lli
W
_j
I
LO
"_
>
LAST PLOT DATE
z 0
STRUCTURAL
i
DETAILS
12
INSULATION —
BAFFLE
INSULATION PEF�-
CHART ON FLOOR
PLAN
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8" O/C WALLS
1/2" GYP WE
DOUBLE 2x S.P.F. TOP PLATE
.(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
ROOF PITCH 4:12 OR LESS.
PRE ENGINEERED
HURRICANE ANCHOR @ EACH TRUSS
WOOD TRUSS @ 24"
O.C. MAX.
SHINGLE ROO
-SHINGLE ROOF
15/32" CDX PLYWOOD OR 7/16"
O.S.B. (SEE ROOF NAILING
SCHEDULE ON SHT SN1)
ALUMINUM DRIP EDGE
ALUMINUM FASCIA
2x SUB FASCIA
SEE SOFFIT SHEET
ATTACHED WALL SHEATHING TO
(2) TOP PLATE W/ 8d @ 4"
O.C., 2 ROWS
1x2 NAILER
_LLAF
UJ PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C S6
SHEATHING JOINT ><
FOR MORE INFO
0 LU
16" O.C. 2X S,P.F. STUDS
in 3:
W/ (4) 16d TOENAILS TO TOP PLATE
0 cn
7/8" CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER
2x BOT. PLATE W/ (2) 10d @ 6" O.C.
METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD
3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
J Uj
LAYER 1/8" THICK.
COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
LL
Vj
INSULATION PER
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSEI
I
CHART ON FLOOR PLAN
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
TO ONE SIDE OF THE FLOOR TRUSS FORAN AREA !� 1000
R
B R
SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL
S6 S6
SPACE INTO APPROX. EQUAL AREAS.
FLOOR SYSTEM
ETAL SEAT
ETAL SEAT
ER PLAN
OR FELT
OR FELT
PAPER FOR
MOISTURE
BARRIER
1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8' PN
GYP, TYPE " X" @ GARAGE ONLY) W/ 13/8"
DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL)
1/2" GYP WB 8"x8"X1 6" CONIC. KNOCKOUT
INSTALLATION PER BLK, W/1#5 ROD CONT. FILLED
CHART ON FLOOR PLAN
TOM OF
NOTE: LAP SHEATHING TO BOT
BAND JOIST TYPICAL SOLID W/GROUT
-ARCHITECTURAL
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
4"X4" INSPECTION PORT AT
EACH FILL CELL TYPICAL
1x WID FURRING @ 24" O.0
LU
o-
U)
0
o-AT GARAGE CONTRACTOR
BASEBOARD
LO
CN
TO CUT BLOCK OR POUR
MIN. 2500 PSI CONC. SLAB
CURB DUE TO SLOPE
MIN. PSI MAY VARY PER
NOTE: EXTEND DECO FINISH
MUNICIPALITY
411to 6" BELOW GRADE
/FINISH
4
GRADE 00
1.
'fl7=TtT=
=
i_E -
-_ �=
-
00
I
6x6 W1.4xW1.4
I I IEEI I
I I IEE
4
IE5
EEI I I�El I lEil I 1:F Z�?
S-1
WWF OR FIBER E H
I I IEE1 I 5�1 I IE
-1
El 1'.
I I IE
4'� @7A
—I
E
-
oil
RI 117
.. 11511
=
STD. 90'HOOK
(3) # 5 REBAR ON 3" CHAIR-/
(SEE DETAIL)
W/3" MIN, CLEARANCE
4"
1 �41
TYP 2-STORY WALL SECTION rj",�
SCALE: 3/4"=V-0" S6
SIMPSON LSTA24 STRAP w/(8) 10d x 1 1/2" NAILS TO
STUC
2nd FLOOR
BEAM/GIRDE
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
NAILS TO STUD & (8) 1 Od X 1 1/2" TO BAND
JOIST AT EA. STUD
2nd FLOOR WALL-----,
BAND
*SIMPSON LTP4 w/
(12) 8d x1 1/2" NAILS
@ 24" O.C.
1st FLOOR WALL-
SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
JOIST AT EA. STUD
2ND FLOOR FRAME CONNECTION
@ WOOD 1 ST FLR.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
FLOOR TRUSS
SCALE: N.T.S.
SCALE: N.T.S.
SPACER
BLOCKS
FEND SHEATHING TO
)F BEAM OR GIRDER
�TE W/
O.C.
)OR TRUSS/JOIST
2"x BOT. PLATE W/
(2) 10d @ 6" O.C�
NOTES: 'USE
LTP4 & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
"T" CORNER
TYPICAL "T" AND CORNER
DETAILS rN
SCALE: N.T.S.
N - SEE
2 D FLOOR FRAMING
SECTION J/S6
DECKING
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
_ I -
SEE FRAMING
i WEEP SCREED
PLAN INSTALLED PER MANUF.
2"X4" CROSS BRACE @
O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
BLOCKING& MIN. 4" EMBEDMENT
\-SIMPSON HETA20 W/ (8) 10dxl 1/2"
48"
END WALL W/ (2)1 Odx3" @ EA.
END INTO 2"x4" BLOCKING IN KO BLOCK
SEE DETAIL 2/D2 FOR
MORE INFORMATION
2ND FLOOR FRAME CONNECTION rR
PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0"
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
2x STUDS@ 1
2"x BOT. PLAT[
(2) 10d @ 6" 0.(
PRE-ENGINEE
FLOOR TRUS'
FLOOR CONNECTION
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W1 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEP SCREED
INSTALLED PER. MANUF.
SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
NAILS AT EA. TRUSS w/ MIN. 4"
EMBEDMENT IN KO BLOCK
@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0"
FOR,ADDITIONAL INFORMATION.
TRU
RIBBONS
RUS
DETAIL (FLOOR T 60�
SCALE: 1 1/2"=V-0" �6
NOTE: SEE TYPICAL WALL
ADDITIONAL INFORMATION
SECTION C/S3 FOR
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT.:5 8'-6". (2)
ROWS OF 2x BLOCKING @ 3rd
PTS FOR WALL HGT. > 8'-6"
SIMPSON SP1 W/ (10) 1 Od
NAILS AT EA. STUD
2 x STUDS @ 16" O.C. —
2X P.T. PLATE
SEE SHEATHING
SPECS ON FLOOR
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
5/8"DIA. x 10" "J" BOLT W/ 8"
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(MIN, SHEAR 3500#. MIN.
TYPICAL TENSION 2600#.)
6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
A<U,>
4. A.
4
0.
A
— qL11F., I ILI 11-111 �(3) #5 CONT. ON 3"
11 CHAIR W/ 3" MIN,
8" 1 _8" 8'�_] CLEARANCE
INTERIOR 2-STORY FRAME SECTION �'S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" � �S6
ADDITIONAL SLAB INFORMATION.
W
=
U)
0
15/32" OSB
EXPOSUREI
SHEATHING
F
_x
PROVIDE
_x
BLOCKING AS
REQUIRED PER
D
SECTION X-X IF
Lij
_j NOT FULL
HEIGHT SHEET-
Z
FLOOR
SYST
M
WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
(2)- 2x TOP PLATE
BEYOND
ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
--EXPOSURE
Lr'&-
1
F
LU
SHEATHING LU
SOLID 2x
"C
BLOCKING @ ALL 62
C\
I r
SHEATHING 0
EDGES(SEE U)
OPENING
k.
SECTION X-X) -.1
LU
IL �',
i
-X
E!:y
—X
_2x STUDS LU
BEYOND.
SEE PLAN CS
0
U)
\-2x4 P.T. BASE
\--&JHORIZONTAL PLATE BEYOND
2x RIBBON OR VERTICAL SEE PLAN
BLOCKING
BETWEEN FLOOR WALL SHEATHING
SYSTEM
WALL ELEVATION DIAGRAM
3/8" NA
SPACIN
3/4"
s
SINGLE NAIL EDGE SPACING
DOUBLE NAIL EDGE SPACING
AT ALL PANEL BLOCKING
LOCATIONS SHALL BE MIN 2x4 #2
SPF TURNED VERTICAL wl 7/16"
FLITCH PLATE TO w/ (2) 12d
TOENAILS EA. END. NAIL FLITCH
PLATE TO VERTICAL w/ (4) 8d NAILS
(2) 8d NAILS @ 3" O.C.
STAGGERED FOR SHEATHING
SECTION X-X
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
10d NAILS @
8" O/C TYP,
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
SPACE IS RECOMMENDED BETWEEN PA ELS AT EDG S AND END
0
JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHAL LNOT
Lij
PENETRATE SURFACE MORE THAW/8".
W
z
NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL
, Z
L
LL
NAIL OPENING PERIMETER w/ (2) ROWS @ 4"O.C. wl 8d COMMON NAIL.
C
0
Q NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL.
STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
in
wl 8d COMMON NAIL
LU
U'
" 1- 0 r
L�'- =< CO
) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
CF
� F
wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
0: F- 0 0 U)
L'L
@ (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL
U) LU LL
N LU 0
MEMBER IF GABLE END
LL = LL
U)
NOTE:
. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2"
. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
SURFACE MORE THAN 1/8".
K, C� WALL SHEATHING INSTALL.
1\16� &NAILING SCHED.
REVISION 12-7-2020
2-ROWS 12d NAILS
STAGGERED @ 12" O/C EACH
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12" O/C FOR
2"x10" OR GREATER HEADER
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
(2) 2x HEADER SEE PLAN
- INTERIOR HEADER:
BOX HEADER
(1) 2x SILL PLATE W/ (2)
ONLY
12d TOENAILS
e EXTERIOR HEADERS:
(1) 2x SILL PLATE W/ (2)
12d TOENAILS
* OPENING LARGER THAN 4 FT:
(1) 2x SILL PLATE w/ SIMPSON
LS30 w/ (6) 10d x 1 1/2" EACH SIDE
0,
SEE PLAN FOR REQUIRED
0
CONNECTIONS
WALL HEADER DETAIL
LOAD BEAR I NG/EXTER IOR FRAME
2x STUDS TYP.
P.T. BOT. PLATE
FLOOR TRUSS I
(2) ROWS OF 2x BLOCKING
AT THIRD POINTS
5/8"DIA. x 10" "J" BOLT W1 8"
EMBEDMENT @ 24" O.C. W1 2"DIA
x 3/16" PLATE WASHER (MIN.
SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.
SLAB W/ 6x6 W1.4xW1.4
%, �
WWF OR FIBERMESH
4'
t�A
'A A
4
4.
A
I jj� A
::::::11 1' 'd I
4 \4
1_7 1��l
- — 111 "
(3) # 5 REBAR ON 3" CHAIR -/ 4" V-8"
W/3" MIN. CLEARANCE
ALTERNATE FOOTING
U9
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
STRAPS
SIZE
JACKS
� STUDS
JACKS
STUDS
SIMPSON
EAEND
EAEND
EAEND
EA END
V-4-
(1)
(2)
(1)
(2)
(1) LSTA30
4'-9-
(2)
(3)
(2)
(2)
(1)LSTA30
9'-16'
(3)
(3)
(2)
(3)
(2)LSTA30
PLYWOOD SHEATHING NAILED PER NAILING
SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
2X STUDS@ 16" O/C
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2 LAYERS
3/8" THICK EACH. 3RD LAYER 1/8" THICK.
SIMPSON SP1 W/ (10) 10d NAILS
AT EA. STUD
2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
ADDITIONAL INFORMATION.
.0
FINISH GRADE
OP
T_
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and e(
for compliance with the 2020 IFBC 7th
Edition by Debra Anne Klahr PX2300
�r,72,77--,P—
Ae-
N
N
x,
"'5
0
0)
U
N
CY)
N,
V,
LO
A 10
LO
LU
z
0 L0 'Lo E
> 0 - 0
(D -=
6. 0- U
_% 0 (y) IV, W
MW (y) C,4
Ln
.1..
U co Cl)
4) E mo
Z) 0 U 0
4__ 0
6� U- cc 9 <
Q) <
V) U U-i a,:�
00 E
0
CY.00 a)
-0
CL
W W LU
LU
Ld W
W W W 2 0 0
Uj 0� Q� z 0�
0 < 2 < < I �e z
0 of U_ 0 0 OLL
F-
- _j V) �: U)
<0x90z0Cf00Mzz
0 Z LL LL -10
C) CO 0�
�2
0
0 0
CY z
0 0
U) LU W LU �5 L
IL > W Uj LU 01- <
_j (D EL 0 z y 0 �_ z LL 0 W
_j < < LU iE I z
�--
=) -
_j
0 CL
CL
ILL.
< 0 W W 6
Elf n z
0 < 0
<
U_ �<
-<U-
0
0
CN
Z jjj
0
C/) 0
(.0 C:)
l.-: or) p
w CO P
_j
LL
�5; w
< Uj Lq
zcv)
T_
< >-
00
z
z
W
_j C:)
CD
(0
LO
0
N
N
N
N
0
!;�!
I-
0
Q
N
cc)
Q
CN
C0
Q
C�l
CD
-
CD
00
0
0
0
z
0
Lo
LILI
C:)
C>
0
0
C7
CO
U)
Z F—
Z
LU
C)
-1-0
4_0
Uj
Z U)
z z
000
0
C)
LU
0 zj5
Q-)
-0
0
z 5;
0LLI_
0I__0
Z
2 L: <
0- a.
%-0
LU
Q�-<
LU
LU -r-
00 it LU
0-,o
Z
W
IL
<
cy)
<
0
0
zo�o
LLJ
z
z LL
z
z
LI) <
0
0
0
<
_3
Of
z
z
U.1
W
_j
I
LO
CD
>
LAST PLOT DATE
0
STRUCTURAL
J
DETAILS - MONO
1/2" DRYWALL
1 x44 1112" DRYWALL DOOR JAMB (REFER 1x4
DOOR JAMB (REFER
TO PRODUCT -\ FP TO PRODUCT
APPROVAL FOR CONN. P.T. APPROVAL FOR CONN. X4
F
3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG URRING
TAPCONS
TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
BLOCK@ SPACING O.C. 2-ROWS INTO
PER MANUFACTURE 1 11 DETAIL MASONRYTHROUGH 1-1/211 DETAIL
1x4 P.T. & 1x8 P.T.
DOOR JAMB (REFER 1x4 1/2" DRYWALL
TO PRODUCT F
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2' JE FURRING
TAPCON @ 16" O.C. & 4" 2X8
FROM EACH END w/ MIN. 1X8
2" EDGE DIST. ATTACH
1x8 w/ (2) ROWS 8d NALS 3" DETAIL
STAGGERED @ 12" O.C.
3/16" x 3 -1/2"
lu x
1x4 P.T.
DOOR JAMB (REFER
TA Co N 1
TAPCON @ 16"
P
TO PRODUCT
0 4 FIR
O.C. & 4" FROM
C '-
DOOR JAMB (REFER
APPROVAL FOR CONN. 1x4 1/2" DRYWALL
N. 1 1/2"DI
x4
VC
C END
DOOR JAMB (REFER EACH END W/ MIN
TO PRODUCT
F
6EH
TO PRODUCT 2" EDGE DIST.
APPROVAL FOR CONN.
2x8 P.T. w/ (2) ROWS 3/16"
�j
APPROVAL FOR CONN.
(2) ROWS 3/16" x 3-1/2"
x 3-1/2" TAPCON @ 16" 1x4
i
O.C. & 4" FROM EACH
TAPCON @ 16" O.C. &
L
FURRIN
END w/ MIN. 2" EDGE DIST.
4" FROM EACH END w/ 2x8 P.T.
ATTACH SECOND PLY w/
') 2 p T A ,
, �zr:r
x P.T. AS REQ-D
MIN. 2" EDGE DIST.
I )_.
(2) ROWS 1 Odx3" 2x8
2x D TAIL
2 1/4" D TAIL
STAGGERED @ 12" 0' 3-1/41' DETAIL
I I
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
SCALE: N.T.S. � SS
1/4" MAX
ir 2'-0"
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X4 FURRING
BLOCK HEADER
1/2" DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45A DIAGONAL (4)lOdNAILSINTO
BRACE(S) 7/16" OSIB 2 x 8 BRACE/ BLKG.
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS ARE:7
SCRIBE (NOTCH) A
� � Sz
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR---fR1\'-2 x 4 SOLID BILKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
ARCH DETAIL
r
SCALE: N.T.S. � �S
SECTION
A -A
1/4" x 3 1/4" TAPCONS
—LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
---2x845 DIAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 10d NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4" MIN. OF BRACE
START OF ARC
4'MAX. RAID.
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B
/4" MAX EMBEDMENT INT
2'-0" 8"
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
1 X 4 FURRING
BLKG. & BUCK
8d NAILS @ 8"O.C. AT BUCK
2 x 8 VERT, W/ (2) 10d
PROVIDE 2 x 8 DIAG. BRACE BTWN,.-_\
NAILS AT EA. END
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
LEAVE A CUT OUT IN O,S.B. ON T
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
TO FIT ARCH CONNECT W/
8d NAILS
'�--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
INSTALL WDW, SCREW----'�
ANCHOR INTO ARCH BLKG.
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
THRU OSB INTO 2 x 8
PER INSTALLATION DETAILS
13-13
ARCH DETAIL rK
SCALE: N.T.S. 1\ �S
PROVID
PROVIDE (2) MIN. CONT. VV/ (3)
TAPCON AT EA. SIDE 12d NAILS
BUCK - (1) WITHIN 4"
MIN. OF START OF
ARCH
START OF ARC
4'MAX. RAID.
PROPER INSTALLATION MAX. 8"
FILL SOLID
BOTH CELLS
L
#5 REB,
(TYPj
STD. 90'
HOOK
J
±51-
NOTCH WEB AT
FIRST 2 COURS]
-;APACITY = 805 # FOR 1 STRAP
= 1610 # FOR 2 STRAPS
1 PLY PRE-ENGINEERED TRUSS
SIMPSON H M9KT w/ (4) 1/4"xl 1/2" SIDS
SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
BOND BEAM OR CAST IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (3) #6 X 41/2" WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
USE (1) SIMPSON 1/2" HID TITEN (CENI L-,L-Ljj ...
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 ILL
(5) 12d NAILS SIMP ON
2X6 TO 2X4 H2.5A w/ (10)
8d NAILS
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 JAMES 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
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
ANCHOR
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.
SEALANT
PRESS PANEL REINFORCING INTO PLACE.
6" MIN. LAP SPLICE W/
COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
SMOOTH. DO NO FURROW.
F)
PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
G)
SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMES MUST
SPLICE
REMAIN FREE OF MORTAR.
NOTE:
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 MAYBE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
JACK TRUSS PROVIDED BY----/
TRUSS COMPANY OR 2x4
#2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 00"
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 K'T
SCALE: 3/4" = V-13" \�Ilis�
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 F,F.
>
XA�
k�
I I M I 1EE1,
F
GR DE I Fil ILI F
N.
C14
Cf)
z
—(2) #5 REBAR. MIN. 3"
16" MIN. COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
FILLED CELL PER
FOUNDATION PLAN
11 Z
YP.)
THE
:S
I 1K1AnnE:0-rADI C IK10-17AI I -r1nKI
FILLED CELL INSTALLATION
SEE ARCH PLAN A14D
PRE-ENG TRUSSDFSIGN
SEE NOTE I BF-11-C31"i
SCALE: N.T.S.
LN SUB FASCIA
ALUM DRIIP EDGE
ALUM FA
ERG WALL TYPE V SCA
PER PL-,=N 14411 TRIM PAINTED
F CHANNEL, -4--_
FASTENED PER I DIA I!� 24" O.0
NOTE 2 BEI-M, �'11DNT VENTED, OP, SOLID �SCIFFIT
CONT ZX4 NAILED To - .0
KINGNAILEDT TOP
BI OCKING url 2-1 e'd NAILS P- CHORD F�IERY OT�IFR TRUSS
wf 3-12d RAILS, TYP-
R TO VERIFYIPROVIDE SOFFIT %1ATERIAL SPAN CAPACITIES BA,:!E
G,C)BUILD D
ON T HE DESIGN PRESSLIRES SPECIF IED FU"PCOMPONENTS AND [Aj%D0ING
'LISTED IN THE DESIGN CR[TERIA ON SHEET SN.
FOR SOFFIT ATTACHMENTATWALL (PER ALPHA ALUM. INC. R 4 16544 R5
PRODUCTAPPROVAL) F CHANNEL FASTENED TO:
- CITOU WIT NAIL.097DIA- 1.A0,gW8-'M[IN. EMBEDMENT
- WOOD wl (3 1 16 rA� k14-'x1!4` CROWN 4-5NTAPLES @6 247 MAX- O.C. IN DIAMOND
PAT-FEERN
- SL6 FASCIA Mlb GA. 34!�X14` C�RCWNSTAPLE (dg EAC�H GROOVE
&STRUCTURAL SOFFIT
SF011 SCALE: 3)4- 1�-01� FOR ALUMINUNi SOFFITS WITH SPANS
REV. 0921.2021 > VA', INSTALL MID SPAN BLOCKING PER
I HE SOFFFF FL RA NSTP�LLATION 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.
I'
�R ""
US
DOL
0 (2) 10d NAILS @ 8" O.C.
TO TRUSS TOP CHORD
4
ly
+ + 7-H
/y PLYWOOD SHEATHING
+ BLOCKING AS
+ REQUIRED
TO SUPPORT
TRUSS +
2X4 SYP + + SOFFIT
EACH TRUSS
CONNECTOR
SEE LINTEL
SCHED.
ENTER SOFFIT
PRECAST LINTEL
SEE ELEVAT
2X2 #2 P.T. MIN.
FOR OVER HANG
W/J-CHANNEL SECURED
@24" O.C. FASTENED TO
'(MAX. 4'-0")
CMU W/ 3" LONG T-NAILS @
24" O.C.
SECTION @ ROOF EXTENSION
SCALE: 3/4" = V-13"
SIMPSON HTT4 w/ (18) 10d x 1
1/2" NAILS TO STUDS & (1) -
5/8" DIA. ALL THREAD ROD
EPDXIED wl SIMPSON "SET"
EPDXY MIN. 6" EMBEDMENT 8
3" MIN. EDGE DISTANCE
RETROFIT FOR MI.E.
MSTAM STRAP
SCALR 3/4
QI=P CZWPI=T r)) AKIr)
z
0
U)
U-
Uj
LL
U)
2N BOT. PLATE W/ (2) 1 Od @ 6" O.C..
3/4" PLYWOOD DECKING GLUED
/—ATTACHED WALL SHEATHING TO
AND NAILED W/ 8d COMMON @
2X BOTTOM PLATE W/ 8d @ 4"
6" O.C. EDGES AND 12"O.C. FIELD
O,C., 2 ROWS STAGGERED
,,--2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 1 Od @ TRUSS VERT.
WEB
METAL SEAT PLATE
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
\-SIMPSON HGAMIOKTA@12"O.C.
w/ (4) 1/411/2" SDS SCREWS
INTO BAND JOIST & (4) 1/4N2 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 1st4COURSES
SOLID W/GROUT
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NT
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
FNOTE, FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
11-011 51-011
INISH FL
>
.. A #5 BAR
CENTERED W/
C=)
I> IN TOP
KNOCKOUT/
CHAIR BLOCK
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
Iz
CLEAN FILL >
DIRT 7'
1�-STANDARD
C?
99 HOOK
#5BARIN
FILLED CEL 1-t-1 V
t" T Y.,
NJ 'N
STEMWALL FOOTING SIZE AND
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING SECTION DETAILS
SCALE: 3/4" = V-0"
OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC,
ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"x5" MIN. HOLE SET BAR IN
EPDXY CAP TO PREVENT LEAKAGE
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
#5x6'EMBEDDED INTO EXISTING BOND BEAM
FILL CELL FULL HEIGHT W1
NON SHRINK GROUT.
#5x6'EMBEDDED INTO
EXISTING FOOTING
DRILL 3/4"x5" MIN. HOLE
SET BAR IN EPDXY
I -j— EXISTING FOOTING
RETROFIT FILLED CELL DETAIL
1 -- I � . -
n SAW CUT
SECTION
SCALE: N.T.S.
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and a provec
for compliance with the 2020 FBC 7th
Edition hy Debra A!�ne Klahr PX2300
77
N
A
0)
N
co
LO
A
0
00
LO
"Fe,
LU
0
0
LU
z
Ln W LO -L, E
0 K 0
-0 C! U
0 C0
�2
V) U
C: 2 c,
LL 0 a <
r, -2 <
6
V) U LU a:;� U
00 cc� C
Y) .9)
a 'a
W LU
LLf (6 LIJ 0
LU P LU -j LLJ 0
�- < W x z ct
< < 9 �e z
9) 0 0, 0
< C)
0 LL 0
a LL 0 2 2 0 1-
LL 0 0 Fn Li Z <
Z)
0 b
0 z
0wo"90 013f
LLJ
W m W V5 z w 1,- �5 x n� z
-j0M>zWy0zzLL0<0q�M
I < 0 1 < LU z LU (.)o CL
LL
-
< 2 LLJ 2 Q
0 Uj a <
0� i3 Y Z � <
0
I.L. < 0 < <
0
0
z 0 W
U) Z)
> U)
(D C:)
CY) 0
CY) r'-
LO
w -i -
',I-
U) LL
r4,._
z
_
LU < Lq
cy)
oo
z
LU
LLI
-j 0
0
(D
LO
C,
N
0,
04
0
C14
04
C',
IN
0
Q
0
Q
:,
Q
ICY)
I-
0
N
N
0
a
04
C)
CD
-
z
0
L0Of
W
LLJ
>
C�
co
C7
00 w
Z I-
Z
LLJ
A. -a
C)
LIJ
U5
ozz
C) �5
n z 5;
0
Lj LU -
0 Lj
z
It!= <
IL a-
F—
LLJ Z� 2
0�—<
LU
=
LU TZ W
9
0-.)o
LU
U)
<
CY)
0
zo�o
<
z
< LU rt
-j LL
a. z
z
z
D)
0
<
0 0
co
�z
z
z
Uj
LLI
U-)
'1
>
LAST PLOT DATE
Z 0
STRUCTURAL
DETAILS - RETRO FIT
ALL STAIR STRINGERS
AND TREADS TO BE
#2 SYP (MIN.)
THREADS, RISERS, AND
3/4" PLYWOOD NOT
SHOWN IN DETAIL FOR
CLARITY
ALL WOOD TO WOOD
CONNECTIONS TO BE
GLUED (PL 200) AND
NAILED (MIN. (2)16d).
Qnnrwly vvr kiv) IVU ivr,iw
FLAT STRAP NAILED TO RISER AND
THEN WRAPPED AROUND STUD
PLAN VIEW
SCALE: ," = 1'-0"
NOTE:
THESE DETAILS ARE NOT PLAN
SPECIFIC. THEY ARE PROVIDED TO
YOU AS A STANDARD TO CONSTRUCT
STAIRS. REFER TO PLAN DETAILS
FOR RISE AND RUN INFORMATION.
2x4 SPF NOSING GLUED AND
NAILED MATCH NOSING ON
OTHER TREADS
3/4" RISER CUT TO FIT 2x4 SYP BLOCKING
MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON
AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1
BOTTOM, GLUED AND 1/2" NAILS)
NAILED TO STRINGER /
2x12 TREAD
GLUED AND
NAILED
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST
INTO FLOOR WITH GLUE NOT TOUCH STRINGERS
STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
POINTS 1x4 GLUED AND NAILED TO STRINGER
E FOR DRYWALL SPACING
PT NOTCHED INTO STRINGER-
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
2x4 CUT ON BEVEL
DOES NOT BEAR IN
WALL GLUED TO
2x8
F
SECTION VIEW "A"
SCALE: 1" = 1'-0"
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
SIMPSON A35 OR
LSC EACH
STRINGER
2x4 CUT ON BEVEL'
DOES NOT BEAR IN
WALL
2x4 PT NOTCHED INTO STRINGER
AND NAILED TO FLOOR WITH GLU
AT STRINGER CONTACT POINTS
SECTION VIEW "D"
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1" = 1'-0"
PLYWOOD
2x SYP CUT TO FIT
BEARS IN WALL
2x12 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1" = 1'-0"
SECTION D-D
3/4 PLYWOOD
ON DECK
--2x8 SYP GLUED
AND NAILED TO
FRAMING
2x4 DRAFT 2x12
STOP TREAD
GLUED
AND
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUE
STRINGER CONTACT
POINTS
V
SCALE: 1" = 1'-0"
/ 2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
1 GLUED AND NAILED TO STRINGER
OR DRYWALL SPACING
ALIGN THIS STUD WITH
FACE OF 2ND RISER
2x4 SYP BLOCKING `
FOR STRAP
(SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "B"
3/4" RISER CUT TO FIT
MAINTAIN BETWEEN a'
AND GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2x4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO
2x4 DRAFT RISER AND TREAD
STOP
2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
ATTACH ALL COMPONENTS
OF STAIR TO CO NC. W/ 4' X
2TAPCONS @ MAX. 32" O.C.
G.1
SCALE: 1" = V-0"
ALIGN THIS STUD WITH FACE OF 2nd RISER
TOP OF
6 STRINGER
TREAD-
2x4 SYP BLOCKING
FOR STRAP
(SIMPSON MTS12 w/
(14) 10d x 1 1/2" NAILS)
SECTION VIEW "E"
H SECTION VIEW E SECTION VIEW
SCALE:' = 1'-0" SCALE:' =1'-0"
3/4 PLYV\
ON DECK
2x8 SYI
AND W
FRAMI�
2x4 DRAF'
STOP
2x4 BLOCH
C
SCALE: 1" = V-0"
- 1x4 GLUED AND NAILED TO STRINGER
2x4 DRAFT
STOP
-2x8 SYP DRYWALL STOP
MUST NOT TOUCH
STRINGERS
2x4 BLOCKING FOR 2x12
2x4 PT UNDER 2x12
SIMPSON A35
OR LSC EACH
STRINGER--'
OPTION: 2X4 CUT ON
BEVEL GLUED AND
NAILED TO SUPPORT
W/ SIMPSON H3 —
2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH
STRINGER
FSIDE) TO BOTTOM EDGE OF 2x12
STRINGER
/ PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/2" X
2 4' TAPCONS @MAX. 32" O.C.
—1x4 GLUED AND
NAILED TO STRINGER
SECTION VIEW
SCALE: 1" = 1'-0"
FLOOR TRUSS OR CONN. TO BOTTI
GIRDER, FIELD VERIFY OF NEWEL POST
PER CONTRACT,
(2) LAYER 4" EDGE GOLD
OSB OR PLYWOOD
OR 1 a"X16" LVL
ATTACHED W/ 12d NAILS
@ 6" O.C. TOP, BOTTOM
AND VERT.
SECTION VIEW "G"
SCALE: 1" = 1'-0"
PROVIDE SOLID BLOCKING
BELOW ALL NEWEL POST
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND
NAILED TO JOIST.
NEWEL POST
BLOCKING
0 1 PM M UUINO I KUU 11UIV UC I /rAI LJ
(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED
SCALE: 1" = 1'-0"
'WALL JOINT
YWALL TO
/ER JOISTS)
STUD NAILED AND
IED TO TOP PLATE
CUT INTO RIM BAND,
IED AND NAILED TO
,RING WALL BELOW
WALL JOINT
YWALL TO
/ER JOISTS)
2X
SIMPSON MI
(14) 10d x 1 1
POST LET INTO
-OCK
DE
;ING
?X8 BLOCKING
-OR NEWEL POST
FO ANCHOR TO.
GLUED AND NAILED)
LOOR
TRUSSES
SECTION VIEW "H"
SCALE: 1" = 1'-0"
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and p oved
for compliance with the 2020 FBC 7th
Edition by Debra Anne l Iahr PX2300
N
`s`� sf
CF)
IN
J L
° P
L0
00
�i • Ac °
LO
r
0 9 A' �'"J 4' 45.i ° A'°b
O
w
0
z
Q
^Ln (D of ^ E
o? U
m
fn V = O^ U M
- - M
s on
Z) 0 2 g
U�� �<
•U0 w U Q�
U N C
0O E
7W L ri
V I�F0N
W LLI
DLIJui vi w0LU
�O�J¢O¢�Q�UO�JO
0
�—Jfn 'S
Q Q U
1-
(� 0 J
D �0 QZ U- LL OZ M O N Q Q
CIO 9LDZOW°0°mZZLLI �U
O
M d U) w W �
QO<OLUY-oz�wOQWOOQ
OW C =O QQQQ¢
LL LL
O
O
N
z LIJ
O I—
> (n 0
z
co O
Q CO LO
LL ti
Cn
Uj<"
Q?
� O.. or)Q;Q00
ZVI--
W
Ll
JC)
O
J
d'
LO
I
I
I
I
I
I
I
f
I
°
I
I
N
CN
N
N
0
N
N
0CIO
0
N
0
N
O
0
T
`O
r
l�
O
0
°
°
1
i
1
i
i
Z
O
LO
W
M'
z F-
zZ
Qw
O },
}1
W
Z�
O
V
WOO
VUU)
LO -0O
or<
Q
z
W�a
r� o
LU
1"'I
co pt LU
N
�2
N
>_
ZOO
¢oU)
Q
Z
UO
awLL
JZ
d
•
ct
Z
Q
FF_
C.)
J
O
F W
z
Z
Z
z
LU
WST
J
I,.
0
LAST PLOT DATE
O
..
0
STAIR DETAILS
IENGINEERING I
SPECIFICATIONS
I PRODUCT DESCRIPTION
HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS.
IMATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI - CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH
• F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI - REBAR PER ASTM A615 GRADE 60
• GROUT PER ASTM C476 F'G = 3000 PSI W1 MAXIMUM - PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 9 7132 INCH WIRE PER ASTM A61 0
- MORTAR PER ASTM C270 TYPE M OR S
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 L/360 VERTICAL DEFLECTION,
EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8"
MEET OR EXCEED L11 80.
6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF
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.
8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN
LIEU OF CONCRETE MASONRY UNITS.
9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI
318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA
NOS. 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
THECOMBINED 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
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^=1449471111
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F8-1B
8F12-1B
8F16-1B
8F20-1 B
8F24-IB
8F28-IB
8F32-IB
2'-10" (34") PRECAST
!2231
3069
4605
6113
7547
8974
10394
11809
-
3069
4605
6113
7547
8974
10394
11809
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
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 1
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
-
1663
3090
5365
7547 (36)
7342 (19)1
8733 (19)
10127 (19)
6-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
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)1
T-6" (90") PRECAST
743
1011
1729
1 2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467 (44)
6472 (15)
9'-4" (112") PRECAST
Uu-+
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
052
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
12'-0" (144") PRECAST
337
540
873
1254
1684
2193
2805
3552
-F4-0
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
- -
,IF71
1 755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
-
442
706
1002
1 1326
1697
2127
2630
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4" (184") PRESTRESSED
N.R.
N R
N R
N R
N R
N R
N R
N R
412
710
1250
1733
2058
2320
2513
17'-4" (208") PRESTRESSED
N. R.
N R
N R
N R
N R
N R
N R
N R
-�0-0
548
950
1 1326
1609
1 1849
2047
19'-4" (232") PRESTRESSED
N.R.
N R
N R
IN R
N R
N R
N R
N R
235
420
750
1037
1282
1515
1716
21'-4" (256") PRESTRESSED
N�R�
N R
N R
N R
N R
N R
N R
N R
- _T
180
340
598
845
1114
1359
1468
27-0" (264") PRESTRESSED
N. R,
N R
N R
N R
N R
NR
NR
NR
165
315
1 550
784
1047
1 1285
1399
24'-0" (288") PRESTRESSED
N.R.
NR
NR
I NR
NR
NR
NR
NR
--�-29
250
1 450
654
884
1 1092
(#) 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
4C^=_44qVI%
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF6-IB
8RF10-1B
8RF14-IB
8RF18-1B
8RF22-IB
8RF26-IB
8RF30-1 B
4'-4" (52") PRECAST
16,35
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
-
, 3699
5206
. 6639
8060
. 9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060 (34)
7917(19)
9311(19)
6-10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
7113
2342
4242
6639 (10)
8060 (39)
7402 (19)
8706 (19)
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
-63-11
1825
3120
1 5048
7915
1 9479
10893 (32)
T-6" (90") PRECAST
66�9
755
1 1490
2459
3776
5743
7239
5623
755
1 1490
2459
3776 "
5743
8998 (19)
EKii�
9'-8" (116") PRECAST
411
466
1 999
1568
2253
3129
4091
3146
1 526
1 999
1568
2253
3129
4150
5891 (47)
SAFE LATERAL LOADS FOR
R" PRPrART 9 PRF.;TRF:.q.;P:n t W INTFIR
4^ZT .4094IT41
SAFELOAD
PLF
TYPE
LENGTH
8U8
81`8
REINF.
CMU*
2'-10" (34") PRECAST
1293
1642
2135
3'-6" �42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4--6" (54") PRECAST
592
591
1057 1
64" (64") PRECAST
411
411
734
6-10" (70") PRECAST
340
339
607
6'-6" (78") PRECAST
507
721
483
T-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
10'-6" (126") PRECAST
284
401
173
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.
125
42
22'-0" (264") PRESTRESSED
N. R.
116
24'-0" (288") PRESTRESSED
N. R.
91
* SEE NOTE 18
SAFE LATERAL LOADS FOR
A" PPF(A.qT wl 9" PFrp.q.q nnnR 11-1 INTFIR
4^zr_41x*T*
SAFE LOAD
PLF
P
LENGTH
8RU6
8RF6
REINF.
CMU*
4'-4" (52") PRECAST
758
757
1365
4'-6" (54") PRECAST
694
693
1249
5'-8" (68") PRECAST
408
407
734
6-10" (70") PRECAST
382
381
687
6'-8" (80") PRECAST
595
788
510
T-6" (90") PRECAST
509
674
393
9'-8" (116") PRECAST
1 370
490
1 227
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4^WP-094"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-2T
8FI2-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F372-T
2'-10" (34") PRECASI
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
T-6" (42") PRECAO 1
1569
2524
3547
4569
5591
6613
7636
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
1 5077
5861
54" (64") PRECAST
1016
1632
2290
1 2949
3607
1 4265
4924
1016
1632
2290
2949
3607
4265
4924
6-10" (70") PRECAST
909
1492
2093
2 94
3295
3 97
4
929
1492
2093
2694
3295
3897
4498
6'-6" (78") PRECAST
835 (12)
1340
1880
2419
2959
3498
1 4038
835
1340
1880
2419
2959
3498
4038
T-13" (90") PRECAST
727 (23)
1021
1634(12)1
210411)
2571(10)
3039 (10)
3508 (9)
727
1166
1634
2102
2571
3039
3508
9'-4" (112") PRECAST
591
680
113�15)
1471(15
181 15
215 16
(15)
591
851
1326
1705
2084
1 2463
2842 1
10'-6" (126") PRECAST
530
552
914(15)
1185(15)
1458(15)
1732 (15)
2007 (15)
530
686
1183
1526
1865
2204
2544
1 T-4" (136") PRECAST
474
485
798(15)
1034 (15)
1272 15
1510 15
1749 15
494
599
1028
1422
1738
2053
9
23169
12'-0" (144") PRECAST
470 9
441
723 14
936 14
1151(15)
1366(15)
1582 15
470
543
928
1349
1 1649
1948
...
1 2247
13'-4" (160") PRECAST
418(15)
373
606 (14)
783 (14)
962 (14)
1141(14)
1321(14)
428
1 455
770
1145
1444
1718
1993 '
14'-0" (168") PRECAST
384 (15)
346
559 (14)
723 (14)
887 (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)
1874(11)
164" (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)
=
872 (12)
192
303
500
732
. 993 (8)
1268(14),
1470 (14)
19'-4" (232") PRESTRESSED
162
222
347(11)
446(11)1
546 (12)
646 (12)
746(12
166
261
424
616
1 831 (8)
1057(14)
1225 (14)
21'-4" (256") PRESTRESSED
142
198
306(11)
393(11)
480(11)
567(11)
654(11)
142
230
369
531
713 (7)
903 (13)
1046 (13)
22'-0" (264") PRESTRESSED
137
192
295.(10]
378(11).
461 (10)
545(11)
629(11)
137
221
354
508
997(13)
24'-0" (288") PRESTRESSED
124
1 175
267 (10)1
341 (10)
416 (10)1
491 (10)1
566 (10)
124
1 20
316
1 450
1 600 (7)l
756(1211
875(13)
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS
<^ZT-4494"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-2T
8RF10-2T
BRF14-2T
8RF18-2T
RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
905
1748
2635
3522
4409
5296
6183
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
6-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
6-10" (70") PRECAST
655
1262
1900
2538
3176
3815
4453 1
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- 11 (90") PRECAST
506
797
1462(8)
1952 (7)
2442 (6)
2931 (6)
3257
506
967
1462
1952
2442
29
21
9'-8" (116") PRECAST
395
491
931(12)
1301(15)
1640(15)
1980(15)
2322 (16)
1 395
589
1135
1514
1 1893
2272
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 AN ADEQUATE
SUBSTITUTION AT ALL LOCATIONS
UNLESS NOTED OTHERWISE AT
OPENING LOCATION
LINTEL SCHEDULE
NOTE:
REFER TO FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR OPENING HEAD HEIGHTS
>
0 -
> >
OU0 0
8F24-1 B/OT 8F16-1B/1T 8RF14-IB/OT 8F8-1 B
(D
'110-
0-
>
?�'� H�
8" PRECAST LINTEL W1 (1) #5 HOR CONT
BAR & (2) COURSES OF 8" K.O. BLOCKS
W/ (1) #5 CONT HOR BAR IN EACH -
ALL GROUT FILLED
0
ALTERNATE POWERS STEEL LINTEL
#5 REBAR AT TOP
MIN. (1) REQ'D
441-1/2" CLEAR
C. M. U.
co U) x
0
C/) 0 M 04 1:
F- U) F- ()� CD -4
IL U.1 L6 - z-#5 REBAR AT
Uj () 0 LU - U)
a LU . 3: 3: - BOTTOM MIN. (1)
W (D 0 0 U,
< Ci z REQ'D
< U_ b
z __1 Uj /,-16 GAUGE
W F<- U'
F< �0_ Co �V_) .4 9: 10 4 POWERS STEEL
LO
co pl- 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.
00
L�'
LID
#5 REBAR AT TOP
_7EMIN. (1) REQ'D
1-1/2" CLEAR
<
Z
0 LU
z
0 01%
C.M.U.
-GROUT
#5 RE BAR AT BOTTOM
OF LINTEL CAVITY
L � - BOTTOM REINFORCING
ACTI I,A PROVIDED IN LINTEL
(VARIES)
8" NOMINAL WIDTH
F = FILLED WITH GROUT
U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1B/1T
NOMINAL WIDTH QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
CD
0 L -- - - - - - - - - - - - --- i
1ST FLOOR LINTEL PLAN (ELEVATION B'
3/1611 = 1 1-011
VIRTUAL REVIEW ASSIST
Virtual Review Assist, I nc.��
Plans Review completed and approved
for compliance with the 2020 FBC 7th
Edition by Debra Anne Klahr PX2300
4-
Cq
ZK_ -k
At
4-
��
j
co
t V
LO
C)
CID
LO
-pj
V
<
z
LU
0
W
z
V) (D LO 'u) E
> CD 0
'0 U
cy.) r, 4i
V, U :D
CY)
co
E 2 0
0
0 U-0 0
0
C) <
ci
Lij
04
CO E'CY5
0
F- In. 7C
W W
0
LLI
Ld 0 1--
Uj LLI Uj 2 0
i- :< Q� 0� < z of
W 0 2 z
< < < 0
0 0 0
< 0
(1) U) LL
< x - x 0 z 2 0 0
< Z IL
LL
�_ -
0 0
00
0 LL
2 0 0
0� Q� 0 z 0
U) LU IL LLI - LLJ U5 Of z
z
IL
z
U)
__'018z0�We0WFz--z-O<O
j < < Uj < - Uj z LLJ
< F- (0_2iw 20
6
0
LL
LLJ F_
0 z
o, 23 <
< 0 <
<
LL LL
I
C)
C)
(14
z W
0
W r--
0
vo 5
< CY)
L0
0- _j
LL
'14-
rl-
-
LU < Lq
z<
>- <
00
z 0
z
W
LU
_j 0
0
Mj
LO
TMMM
C)
N
C)
0
C14
N
0
CD
0
Q
0
00
C)
-
C)
(N
0
LO
(411
0�
0
0
0
CD
C�
vi
4
Ld
CO
CY
Z 1--
< Z
LLI
C4_0
)
4_j
LL]
Z U)
z z
0
0
00
W
z 5;
0
OLU-
0
0�<
Z
ir_
a_
LU�2
110
MF_W
r-_j
F- 1.- 2
0 =) 0
z0a:
w
>_ = U)
< I-
cy)
0
2 ;�
zx0
<
W rt
Z LL
z
W z
ry
z
F-
0
0
co
z
S11
z
z
W
W
LO
>
LAST PLOT DATE
March 29, 2022
Z4_j
0
STRUCTURAL DETAIL
I
_j
. B
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
fl)#5L (2)#5U
DETAIL'A'
DETAIL'B'
DETAIL C,
(I I #5L f 1) #5U
DETAIL'D'
DETAIL'B'&'C'
2--1 0"
V-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6740
9462
9462
10000
10000
3141
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
4'41
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1566
2859
2859
-
2772
2772
4'41
3'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
1453
2654
2654
2574
2574
5'-4"
4�4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
1127
2013
1 2013
2000
2000
5- 10"
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
964
1636
1636
1712
1712
6'-6"
5�2fj
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"
6-4"
PRECAST
(2) D4.5 WIRE
(2) No. 4
619
1130
1130
1115
1115
8'-0"
64
PRECAST
(2) D4.5 WIRE
(2) No. 4
581
1062
1062
1048
1048
8'-4"
7'-Up
PRECAST
12) D4.5 WIRE
(2) No. 4
548
1001
1001
979
988
74"
81-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
467
853
853
759
843
10-4-
9'-2-P
PRECAST
(2) D4.5 WIRE
(2) No. 4
398
727
727
582
718
11--4`
101-01,
PRECAST
(2) No. 3
(2) No. 5
355
649
649
489
649
12'-9'
101-81,
PRECAST
(2) No. 3
(2) No. 5
329
602
602
430
602
1214t
11'-2"
PRECAST
(2) No.3
(2) No. 5
312
570
570
1 391
570
13'-N'
12'-0"
PRECAST
(2) No. 3
(2) No. 5
287
525
525
337
525
14'-0'
12141
PRECAST
(2) No. 3
(2) No. 5
270
449
449
286
451
14'-8"
13'-4"
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) 7/16 strand +
N.R.
473
473
328
455
(2) No. 4
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 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. 5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
256
256
188
262
(2) No. 5
N.R.
21'-N'
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
219
219
165
229
(2) No. 5
N.R.
22-4-
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 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
F-PLAINLLINTEL/
-1
QUANTITY OF #5 BAR AT
S - SOLD NTEL
rL--E1UNT1LCAV1Y
[8xl 6-P-1 L/I J]
NOMINALWTDTHJ
LIIIAITII.1#5BAR
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 fl)#5U
fl)#5L (2)#5U
DETAIL'H'
DETAWY
DETAIL'H'&'J'
DETAILW
2'-10"
1'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1 0000
10000
1 10000
10000
_700-00
3'-6"
2'-2p'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
*4'
2-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9550
10000
10000
10000
N-6"
3'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
72D7
10000
9863
10000
4�4'
3'-4'p
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"
PRECAST
(2) D4.5 WIRE
(2) No�3
3940
5211
1 5402
5641
6'-6'p
5'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4350
4350
4225
4314
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
32D6
3206
3063
3183
7-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3071
3071
2916
81-01P
6'-8'p
PRECAST
(2) D4.5 WIRE
(2) No. 4
2831
2831
2651
-____3049
81 �l
64"
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2625
2625
2421
2607
9'4'
&_01.
PRECAST
(2) D4.5 WIRE
(2) No. 4
2153
2153
1881
2139
1 U-6-
9'-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1777
1777
1 1448
1766
1 V-4"
101-0.1
PRECAST
(2) No. 3
(2) No. 5
1568
1568
1222
1568
12P-Or
10-4'
PRECAST
(2) No. 3
(2) No. 5
1439
1439
1075
1439
12-4-
11 -2"
PRECAST
(2) No. 3
(2) No. 5
1354
1354
981
1354
13-4-
17-0"
PRECAST
(2) No. 3
(2) No. 5
1232
1232
849
1232
14'-0"
12141
PRECAST
(2) No. 3
(2) No. 5
1149
1149
760
1149
14P-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1419
1419
850
1347
(2) No. 4
1
164'
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1291
1291
775
1270
(2) No. 4
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
993
993
600
1084
(2) No. 4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 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. 5
2 F-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
834
834
390
763
(2) No. 5
1
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
720
720
366
716
(2) No. 5
(2) 7116 strand +
24'-U'
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
642
642
306
599
f
P'.
DETAIL "H" DETAIL %
Ai.`
TYPE DESIGNATION
QUANTffYOF#5BAR T
PLAIN LINTEL/
P
S - SOL D LINTEL LOWER LINTEL CAVTYA
7 r
[8x I 6-P-1 L/ I J]
NOMNALWIDTHJ LQ1ANT1YOF151AR
UPPER LINTEL CAVITY
NOMINAL HEIGHT
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"X12" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTELTYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SCUD
#5 (1) U (0) L
SOLID
#5 (1) U (0) L
#5(1)Ufl)L
SOLID
#5 (2) U (1) L
DETAIL'DE'
DETAIL'DF'
DETAIL'DE'&'DF'
DETAIL
3-8--
2-4'
2�a'
PRECAST
(2) D4.5 WIRE
(2) No. 3
3764
6455
5637
5637
4'-0"
2-4'
PRECAST
(2) D4.5 WIRE
(2) No� 3
2970
496,5
4401
4401
4'-Zp
2- 10"
2'-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654
4449
3965
3965
4P4'
31-01,
2'-&'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2400
4C30
3607
3607
4'-8"
3'-4!'
3'-a'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
3053
3053
5-8"
4-4-
4'-G'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1193
2290
2085
1
2085
6-9'
5-4-
5'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1763
1578
1578
7-8"
6-4-
6-G'
PRECAST
I (2) D4.5 WIRE
(2) No. 4
I
1409
1
1409
1188
1267
91-91
8'-4"
81-al
PRECAST
(2) D4.5 WIRE
(2) No. 4
1000
1000
686
903
TYPE DESIGNATION
P: PLAIN LINTEL/
-1
QUANTITY OF #5 BAR AT
S SOLDLINTEL
r1O-1F1I11E1CAV1T1
[8xl 6-P- I L/1 U]
L.1A1T1YOF111A1
NOMINALWIOTHJ
NOMINAL HEIGHT
UPPER LINTEL CAVITY
DETAIL "DE" DETAIL "DIF" DETAIL "DG"
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)05U
(1)#5L (1)#5U
(1) #5L (2) #5U
(I)#5L (1)#5U
DETAIL'E'
DETAILT'
DETAIL'E' &?
DETAIL'G'
2'- 10"
V-6-
PRECAST
f2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3�41
2--Z'
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�4'
3'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5104
5671
6345
6345
4'-8"
3'41
PRECAST
(2) D4.5 WIRE
[2) No.3
4683
5137
5717
5717
54"
4'-0"
PRECAST
(2) D4.5 WIRE
f2l No. 3
3428
3727
4091
4091
5'- 10"
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2787
3088
3369
3369
6'-6"
54'
PRECAST
(2) D4.5 WIRE
f2) No.4
2560
2560
2723
2723
7-6"
6'-Z'
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'-0"
6-13"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1792
1792
1862
1897
8'-4"
71�0r;
PRECAST
f2) D4,5 WIRE
(2) No. 4
1679
1679
1 1699
1776
9'-4-P
8'-0"'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1411
1411
1319
1489
10-4-
9'-2'p
PRECAST
(2) D4.5 WIRE
(2) No. 4
1186
1186
1014
1251
11-4-
101-01,
PRECAST
(2) No. 3
(2) No. 5
1074
1074
854
1121
12-4-
101-81,
PRECAST
(2) No. 3
(2) No. 5
992
992
751
1035
12P-6"
11'-2"
PRECAST
(2) No. 3
(2) No. 5
937
937
685
978
13' -N.
12'-D"
PRECAST
(2) No. 3
(2) No. 5
859
859
59 1
896
14'-0"
12---B"
PRECAST
(2) No. 3
(2) No. 5
804
804
529
838
14'-8"
13-4-
PRESTRESSED
(2) No. 3
(2] 7116 strand +
1207
1207
605
938
(2) No. 4
15-4-
14-4'
PRESTRESSED
(2) No. 3
(2� 7/16 strand +
1095
1095
551
887
(2) No. 4
17'-N'
16-4-
PRESTRESSED
(2) No..
(2j 7116 strand +
836
836
426
763
(2) No. 4
191-N,
18'-D"
PRESTRESSED
(2) No. 3
(2� 7/16 stra n d +
655
655
340
645
(2) No. 5
20-4-
18._81.
PRESTRESSED
(2) No. 3
(217/16 strand +
607
607
317
601
(2) No. 5
21-4-
20'-0"
PRESTRESSED
(2) No. 3
(217116 strand +
524
524
277
526
1
1
1
(2) No. 5
22�-O"
20--8"
PRESTRESSED
(2) No. 3
(2] 7116 strand +
488
488
260
493
(2) No. 5
(2) 7/16 strand +
24'-0
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
399
1
399
217
1 412
---
.4!..
-4;-
F02
DETAIL"E" DETAIL"F" DETAIL"G"
TYPE DESIGNATION
P - PLAIN LINTEL/ -1
QUANTTYOF#5BAR T
S - SOLID LINTEL
LOWER LINTEL CAVITYA
r
[8xl 6-P- I L/1 U]
NOMINALWIDTHJ
LQIJAIT1101#55ARAT
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
DETAIL'U
DETAIL'M'
(1)#5L (1)45U
DETAIL'N'
DETAIL'L'&'M'
2'-10"
1 �-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
10000
10000
10000
10000
4'-0"
2'-S"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4�4"
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
54"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
6261
10000
8605
10000
5'-10"
4'4'
PRECAST
(2) D4.5 WIRE
(2) No.3
5095
8995
7007
9811
64-
5-2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
6871
6871
5482
6814
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(2) No.4
4693
4693
3976
4661
7-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4456
4456
3785
4427
8P-O..
6P-8"
PRECAST
(2) D4.5 WIRE
(2) No. 4
4047
4047
3443
402 1_
8'-4"
7-0"
PRECAST
(2) D4,5 WIRE
(2) No. 4
3706
3706
3144
3683
9'-4"
8P-O"
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
11-4-
101-01.
PRECAST
(2) No. 3
(2) No. 5
2082
2082
1590
2082
12'-0"
1 0'-8'p
PRECAST
(2) No.3
[2) No. 5
1895
1895
1401
1895
12P-6"
1]'-2"
PRECAST
(2) No.3
(2) No. 5
1775
1775
1279
1775
13'-4"
12'_011
PRECAST
(2) No.3
(2) No. 5
1605
1605
1107
1605
14�-O--
12'-8"
PRECAST
(2) No. 3
(2) No. 5
1490
1490
992
1490
14�4'
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1948
1948
1093
1591
(2) No. 4
154'
1*-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1774
1774
996
1494
(2) No. 4
174"
16-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1368
1368
771
1264
(2) IN .4
19�4-
18'-O'p
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1084
1084
615
1095
(2) No. 5
2U-0"
16-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1008
1008
573
1048
(2) No. 5
2 V-4"
20' -01,
PRESTRESSED
12) No. 3
(2) 7116 strand +
877
877
501
966
(2) No, 5
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
850
850
471
923
(2) No. 5
(2) 7/16 strand +
24�-O"
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
740
1 740
1 393
1 772 1
A
DETAIL"L"
DETAIL"M"
DETAIL"N"
TYPE DESIGNATION
P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
5 SOLID -111INTE1.1"ITY
L NTEL
U.
[8xl 6-P-1 L/I J]
NOMINALWIDTHJ LQ1A1T1YO1#11ARA
NOMINAL HEIGHT UPPER LINTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x] 6" 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
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAIL'DH'
DETAIL'DY
DETAIL'DH'&'DJ'
DEFAIL'DK'
3'-8"
2'-W'
2�-CYP
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
100DO
10000
4--011
2�-8"
24'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4511
1
100GO
9686
10000
1
4'-2''
2'- 10"
2-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4032
10000
8687
9503
-
4-4
&-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"
W-O"
PRECAST
(2) D4,5 WIRE
(2) No. 3
1819
4139
3839
3839
6-13'
5-N'
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2976
2976
2676
2737
7-6-
6-47
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2292
2292
1918
2121
8-
F97
&4"
81-01,
PRECAST
(2) D4.5 WIRE
(2) No. 4
1563
1563
1113
1455
DETAIL "DH"
DETAIL "W"
DETAIL "DIK"
TYPE DESIGNATION
P PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S:SOLIDLINTEL -1 r LOWER LINTEL CAVITY
[8xl 6-P-1 L/1 U]
NCMINALWI LIIIAIITffYOF#58ARATI
UPPER LINTEL CAVITY
NOMINAL HEIGHT
GENERAL NOTES:
1.),CODES
.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, FIL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL FLI 774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2. 1.1 PRE -CAST W/STANDARD REIN FORCEMENT-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 1 V 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.
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 (202D, RESIDENTIAL) SECTION
R606.14 OR FLORIDA BUILDING CODE (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"
T22 �2
LO
7 5/8"
2"
TOP LEG BARS:
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ-D.
PER STRUCTURAL PLAN
-0" cc
7/32" STIRRUPS AT 4'
(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
3000 PSI GROUT
(PLACED IN FIELD)
2" 2"
---- Ir
ED
C')
7 5/8"
TOP LEG BARS:
(SEE SCHEDULE)
- (1) #5 CONTINUOUS REQ-D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT N-0" cc
(TIED OR WELDED)
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS 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
UPLIFF
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (])#5U
(1)#5L (1)#5U
(0) #5L (1) #5U
(I)#5L (2)#5U
(1)#4L (1)#5U
DETAIL
DETAIL'P'
DETAIL'O'&'P'
DETAIL'Q'
2'- 10"
V-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2-4'
PRECAST
(2) D4.5 WIRE
(2) No.3
10000
1 10000
10000
10000
4'-0"
2-4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4f4j
3'-2p'
PRECAST
(2) D4.5 WIRE
(2) No.3
10000
10000
10000
10000
*-8"
3'-4!'
PRECAST
(2) D4.5 WIRE
(2) No.3
10000
10000
10000
10000
64"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
7681
10000
10000
10000
5-10"
4'-6"
PRECAST
(2) D4.5 WIRE
f2) No.3
6251
10000
8615
10000
6-6"
5'-2"
PRECAST
(2) D4.5 WIRE
(2) No.4
8629
10000
6741
10000
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
(2) No.4
6266
6603
4891
6909
7'-8"
64"
PRECAST
(2) D4.5 WIRE
(2) No. 4
5967
6199
4657
6477
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
f2) No. 4
5430
5524
4236
5756
8'4'
7-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
4961
4979
3869
5178
74"
8--0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3865
3838
3010
3973
10141
9--2"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2984
3021
2320
3118
1 I'-4'p
10,_011
PRECAST
(2) No. 3
(2) No. 5
2699
2699
1959
2699
12[�011
lop-81P
PRECAST
(2) No. 3
(2) No.5
2436
2436
1727
2436
12'4'
11 -z'
PRECAST
(2) No.3
(2) No. 5
2269
2269
1577
2269
1 3f4pr
12'-O'p
PRECAST
(2) No.3
(2) No. 5
2034
2034
1366
2034
14'-C)"
12-8"
PRECAST
(2) No. 3
(2) No. 5
1878
1878
1 1225
1878
14'-8"
13'-N'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2413
2413
1338
1974
(2) No. 4
154'
IN-O"
PRESTRESSED
(2) No. 3
(2) 7/16 sfrand +
2199
2199
1219
1846
(2) No. 4
1 74-
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1698
1698
944
1546
(2) No. 4
19'4'
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1348
1348
753
1330
(2) No. 5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1254
1254
702
1271
(2) No. 5
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1092
1092
614
1167
1
1
(2) No. 5
1
1
22'-9'
20'-B"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1023
1023
576
1121
(2) No. 5
(2) 7/16 strand +
1 24'-0"
22-8"
PRESTRESSED
(2) No. 3
(2) No. 5
898
898
481
1 947
%
I
VIA .11
DETAIL"O" DETAIL"P" DETAIL"Q"
TYPE DESIGNATION
P - PLAIN LINTEL/
QUANTITY OF #5 BAR AT
S SOL D INTEL
LOWER LINTEL CAVITY
[8xl 6-P- I L/ 1 J]
LIIIAITIY.1#1111
NOMINAL WIDTHJ,
NOMINALHEIGH
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 ill U (0) L
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAIL'DL'
DETAIL'DM'
DEFAIL'DL'&'DM'
DETAIL'DN'
3-4'
Z-4"
2'-9'
PRECAST
1
(2) D4.5 WIRE
(2) No. 3
7665
10000
IODOO
10000
4'-0"
2'-&'
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6054
10000
8442
10000
1
4--2"
2p- 19'
2-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5413
10000
7552
10000
4P-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
10000
5613
1 ODOO
5P-8"
4'-4"
4-0--
PRECAST
(2) D4.5 WIRE
(2) No. 3
2448
7050
3434
6540
6.8"
5-f
S-0--
PRECAST
(2) D4.5 WIRE
(2) No. 4
4569
4569
2302
4235
7'-9'
6�4'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3338
1 3338
1 1640
3122 1
9'-8!'
L
8'-4'
8'-0"
PRECAST
(2) D4.5 WIRE
(2) Nb A
1 2121A
1 2158
1 936
1 2036 1
<
DETAIL "DIL" DETAIL "DM" DETAIL "DN"
TYPE DESIGNATION
2
3" W-1
[8X16-P-1L/1IJ1
J] L
UNIT'2216'- 1ST FLOOR PLAN
1/811 1 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
#5 111 U (1) L
SOLID
#5 (1) U (I
#5 (1) U DI L
(1) L
SOLID
#5 (2) U (1) L
DETAIL'DAP
DETAIL'DB'
DETAIL'DC'
DETAIL'DB'&'DC'
DETAIL 'DD'
3'-8'p
2-4'
2--0'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1919
2143
2143
1753
1753
4--0"
2'-8"
Z-4`
PRECAST
(2) D4.5 WIRE
(2) No. 3
1597
1801
1801
1483
1483
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No, 3
1473
1668
1668
1376
1376
4'-4"
3P-O"
7-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1367
1553
1553
1284
1284
4'-8"
3'-4'p
1
3-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1194
1363
1363
1131
1131
5-8"
4'-4"
4-0"
'RECAST
(2) D4.5 WIRE
(2) No. 3
864
995
995
831
831
6-8"
54-
6-0"
1
PRECAST
1
(2) D4.5 WIRE
(2) No. 4
662
816
816
650
654
1
7'-8"
6P-4!'
6-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
542
669
669
462
537
8.
F9-
1 8'-4"
8'-0"
PRECAST
D4.5 WIR
(2) E
(2) No. 4
1 396
1 489
489
261
393
- _.. 0_1
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 IT) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 (1) U (11 L
SOLID
#5 (2) U (1) L
DETAIL'DO'
DETAIL'DP'
DETAIL PDO' &
DETAIL'DQ'
3'-8"
2'-4"
1
2-a'
PRECAST
1
(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
1 OOCV)
10000
4'-2"
2'- 1 G'
2-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6796
10000
9505
10000
4P-4-P
31 -01,
2�8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6149
10000
8604
10000
4'-8"
3'-4"
1
3'-G'
PRECAST
1
(2) D4.5 WIRE
f2) No. 3
5044
10000
7066
10000
5'-8"
44"
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
3077
1 ODOO
4325
100
6-8"
54'
5�G'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3765
7387
2901
6831
7-8"
6'-4!'
&-G'
PRECAST
(2) D4.5 WIRE
(2) No. 4
2693
4979
1 2069
4671 1
�9--8"
1 8'-4"
8'-a'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 1552
2996
1 1183
1 2844 1
I ',
r
.7..
DETAIL"DO"
DETAIL"DP"
DETAIL"DQ"
TYPE DESIGNATION
F%WLAVOW
[8XI6-P-1L/1Uj
%,=J L
TYPE DESIGNATION
P - PLAIN LINTEL/ QIANT Y 01 #5 BAR AT
S-SOLIDLINTEL LOWERITLINTEL CAVITY
[8xl 6-P-1 L/1 U]
NOMINAL WIDTHJ L OUPANTFY OF #5 BAR AT
NOMINAL HEIGHT Up ER 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'-Op'
Precast
1041
3358
4'-6"
Precast
858
2635
4-8'p
Precast
810
2459
54"
Precast
663
1940
5- 10"
Precast
583
1624
6-6"
Precast
486
1396
7-6"
Precast
403
1134
7-8"
1 Precast
392
1100
81-01,
Precast
363
1037
8'-4"
Precast
318
981
9'-4"
Precast
222
772
10'-6"
Precast
156
600
11'-4!'
Precast
132
651
12�-Op'
Precast
Ill
593
12'-6'
Precast
98
544
13'4'
Precast
82
475
Precast
71
429
14-8"
Prestressed
N.R.
417
164"
Prestressed
N.R.
369
17'-4"
Prestressed
N.R.
257
19-4-
Prestressed
N.R.
184
20'-O'p
Prestressed
N.R.
167
Prestressed
N.R.
138
Prestressed
N.R.
127
Prestressed
N.R.
100
N.R. Not Recommended
VIRTUAL REVIEW ASSIST
Virtual Review Assist, Inc.
Plans Review completed and a ed
for compliance with the 2020 - C 7th
Edifion by Debr,, (',nne K�,ahr PX2300
C14
0
04
IN
65 � k,
LO
C)
00
LO
<
z
Z'
LU
0
0
LLJ
0�
0
z
<
V)
(D
(1) L0 E
.�! (D o
�,o 0� j
(y), -,It
CO N
a �_)
ce)
Cl)
0
0 0
2
E: 0 a 0
0 <
Z U <
10
U LU
0c) E c�
co
.2)
0
�o ('D
CL -0
LU LU
0 W
ow W wol-
LLl �_ LU W�20
Uj I-- < Q� Q�<-zo�
0 2 < 0 < < 0� Y
LL 0 0
z
0 0
< <
Z)
_j U)
C) >< -1
Z) 0 Z LWL U_ -0 z 2 0
10
acp�gzoxoomzz
r1r LU
ILL. L_
l__ <
0
'0
0 0
0 z
D_ > zo LXL X <
0 0- 0 Z �e 0 LU Z 0 LU
< Lu U3 20
_j
EL.
LL
E�
0 LU z <
0 Of < X
LL < 0 <
<
<
LL
C)
Z UJ
0
-
U) 0
z
(0 C)
C) M 5
< U) CO I,*-
Lq
0- co _j
U) LL
< Uj <
z
0� n
0- 2
cyj
T -
00
< >-
<
z
Wz
W
C)
(0
LO
0
0`1
C)
CD
"
CD
C)
CN
CD
N
0
N
0
Q
CD
-
0
-
CID
C)
CD
I
i
z
LD
L.0
W
C:)
0
0
0
C)
>
C,�
vi
4
6
CT
CO U)
Z F-
0 4_0
_f_j
Uj
< Z
LU
Z CO
z z
0
CI 00
LIJ -
U)
0
z 5;
0111-
0 r
<
z
W
IL ry IL
%-0
LIJ Z� 2
- <
W
z:
(D
F-
Uj LU
0 0
z
Uj
U)
F- Z)
2 ;E 2
ZWO
W
<
W U_
Z
z
z
CL
z
Ln <
0
0
co
S12
<
z
z
Uj
W
U-)
C:)
>
LAST PLOT DATE
N
zAj
0
STRUCTURAL DETAILS
B
x9RT§nWff
Mounting Bracket% � 11) Gawltv�,
4-V2-X4-11'2'X 2-12'
A) I c 5 di ed u Ie
Isack Cross Support
. � MAY he rw ToWt
Right Bracket ( o 6a i)qe)
ir 2`!rl i4:. A �4 2 5
Typ,�
�510 screw.s
A-CWTUL BtAtrw) Wqt
Front Crosi 4support
OW Y be vw t W W
Left Bracket (16 6auqe)
14 Self-DrIlina Scre%iia -hru Siwktm F-
�—Ic G oss S uppo-rit inia- AjC U In �t W tam Sidee-
(Typical: 3 each!5ide- for hurrican-cuse)
"VAOJTg� vc in-dojo,,O-�.-' "--i. A.
=Iftshand 'Nstl DAN"ing ism4alak Von voiqlavor
rw .1ill zjopiI,�
Honift Daida ritntent of Ekiwess & Profossional Regulation
Building Codes and Standards
ProckictApprovall APPOICAUUM DOU111
PW I oft
I M oro�aq'
M
out Nmal
IN"
-W-M
�Imrll
annufarvvir
COMIA&A
1,161111984
valmW V"IU*d
Fl AWDIV
APPF"
9bito
A06-M-
20M
Simtoo Rocaxdx� Me
N%iesef Gear- H—F, N- P�
L.t. �- -
I
Aw-d
cro7) 441 -&3m PE-73Ws
(3U)3CO-,ft,,
ZrobCaomlry: Prcxluds hothroill nor a Fattult 0
N-T-hiall
Coarvirom. Mobod, C-Nal- Rloo s--
R0edaR.0sA,*4ArUhMW-. Li-ovd Rhorldo
pl*k"llom EnDreff
F 69MMAN
Bmilt,
2waft Amrast*
IX
am
poslan
gal
10"Itiffmilislas
foloauct Do.7101,
dotin ad,
=3
M-'O=
ogryd, "=
ailubtal
1
Uoiiki� "54C15110
N�J R-lim F�ood Venflsll� %hool
Y.
a.
WA
1;Oo,`TQD
2
sinon"onj Nbch, 0`1506 1
D.AJ F-ctl- F -d d Verfford� Wed
::4
12AV201�
Y-
Y..
NiA
61))Lioo
3
wool ntiolosVi
N0al`e6FlC"V I
211102OX
Y, m
Y49
NA
4
Smeriveaf libdAI 01540,521
rinabbeaFLocilVent
NYA
-100100
5
"Am Morel, n:.54P-524
RJOWIA"
1=11120ZD
Tr-
ioe
NX
WA
6
SM.Vorl ora:lM5* 170
ifteel Weir lunlinod F*Y� Vem
lssllf�wl
Y"
yel
FOA
-10 �Nv
I
ams", Woo #1540-51-4
a.5A,11114. Cois#. D- F�sod Veit
12,31r,021
Y"
V.
NA
,YA
Florida Department of Business & Professional Regulation fsa, I V,
8UJIdJTHJ Codes and Standards InVm$
Product Approval Application Detall
calls el" W OIL. Pitt Rao ea"
vDw MEWS. -Clal-t� ZDNIRMILAIL�--� Y"� Ykilill Slotift"d =.� AW-24119
Ro�- 70N vat"I hietAts I% --*doo shumaro Z�,hii�, R PAi,V LorAt 8�,oft. P E ostio".h12D oaffl!1`2020 1:612MV) 1MV2020 opw..l
cateaclay Ronfleg i W�� 6 0- 1111 (130 IDD-iz-
MCA( Robing pil,—rl
CIAMilonri, Maihtd: F-Wwn Q-0-n Imm I
fl� 1.91 ir-d AIL11- .1. L-.d M.06,
�.Iaosi..l Engoie.,
ft" RMOW0 2=121110 r9`1111--a efflaa-Um gal QLadiftmn ftwilm
I M G UW 1!,M6 UME 1788, Dhr- -CFI� Y-
WG�
Florida Department of B"ness & Professional Regulartman
A,-,
Building Codes and Standards
Product Approval Application Detail
iiast
2ift
1141IIII&MI-1111211
a%
Lft
x2raor, sslya6mg
Colorist E_r. I- a tMas VVI[W-ten a
Vall ;MW LtVd-
EM APPLo1gli
Ammviel
1WRE
Reh'ision
204 -n)&rrr*-PU Calsorallon
StevslaVvison Lynd011 F "ChMi" ` F Ryan J. King F E
V4N5cKl21 1201r.'Gle U4Q21-Wk2l
oansrmzi
Appoved
certegono Ekl4nm DOOM
l�n. islcv-Mtk IIE-414M (81s) 767-45665
SvbCatogofy: Soiinolrr2 ExIl Om Asilivisitilm
Compliance Mot"Id: E,.-JuAItion Refdf- A
Forida Regontred Atchileot - Lerse-d Fokla
prot�lonal Engineer
Fioj!gq4SSsilS
Peadueft
Sag
lim2cul
-A.,WxQ2ftz= aW 21hi
ALI=
29392 IMP14
=Aaal
Wow
11,C1@5rJc iord Snroot,-Ster
-14"'Inat MAIM cinagwe
YAA
Nfis
1-lo-tia Edg. Filbeaq�- 9�,gh.
X eoshruati-)
2
le ThelloA-71k) libel-CaSSIC and SaOOd-StOr
Noml,41680sab kiiet, '-Wit&qWt, Cp�,40- lV3,-r1=
NO
YeO
NYA
,Do.roosre Edge Fibeaplass Swiglt Coo, -In
adelite[5) XO. cjX0, QXO
'N.nrteri.)
3
Th.-Trxi F,ba,-0-and Swoods-St.,
N.-Mal Mil &q.ioUmF..dqwt. Crqu. 1281
No
Y-
yas
I'VA
Q,-,WQ5itP Etta Fiberpl Moble C)earwth oi
�- "lut Skiell'al Xe of 0mo
".'rrsumtons,
4
d Thearra In, Fibs Ckiiosic and Srr=;Ul-91a,
Nonn.18034,0 MIT=
`4o
Yea
Yea
MA
�4imposTp EdIce rtb"rVhri2s Snza �Iir
5
o Tlh,@K�TIU FtOT�Chiis&c and &mn-Sbea
i, -ArWOUIL6,11'rs� X
A �Jomlna( M#39,10 &q�odrnpacMirost Opsolia 123V2022
`b
V as
Q-6
MA
civr4p.dra rdge rlbio,61- Skvl. Door w9h
;10, OX - 0)(0
6
f `rhsrrna-7r� Fibiar-CL-eiivc and Smoah-Star
N"Inal 69#390 S4uoLIftVaet&qwt Cpaqoe
i2t3ll
sib
YM
Yn-
W�A
C-p-to E69. N.bk, 0", th .,
,Otho�r,Sldelmes llnwwagiC*R�ng� XX Or OXXO
7
g Therrfyi4nj Fiber Classes anr[ Sfftzkh-Star
Krie, na 16 84-3ro 5 U 0 t, t ffrA lt&j ", n- �@d
12131.2a22
ft-,
Yes
fes
NA
C-PasteEdtlo Mb&rtila Single Do.,
[Ira.,V0.k-E, Xoorriq,wat-)
a
r, I hormms.Tn, and GrOooth-Ster
Mminal 6a-#3@-.8 "16t;hropsee", uot r4r6d
12f3l i2tr.2
Tk
Yes
'fee
I41A
G�mpusitia Edge H braorisa Srigle Coor with
amiel WS), 0 as" nPhouts"m ra V, OX a 0X0
co,ft-bon.j
9
Therma-Tw Fiber-CJo- am Sirnpoth-Star
N-irail 68#M,8
12-131rz=
M
yes
Y-
F41A
CarnoTwaft Ec�e R bierglass Double Door with o
ftifficuit Sdolet" ong"invokimffing, xKor OXXO
10
Therma -Tw F iba r-Class!O and Srexiorth-Sta r
N10-1rhal "�rrwcteowk Glaired
I Z01
reo
Yes
195
NYA
1-umposrino Edge Rloerglma Sinjfe Doo,
x omfloumtsir)
I I
k. Th.rm-7 Fi ber-ClAadiisrat
A-1 5sdr-1jA0 Gaeo
11-11511122.1
3.
Yea
Yes
WA
C,,,nP"" E6pb, liIlxbr�lloee Skgle cloorofth
Siddi*N) llovonge)vtaw rQ W-, OX 01 MID
�ftwraliwW
Q
1, Th.-Tiai Fie.,C�iirxor -4
n-ioar a80390 W-khro'-L'Aae" 1-o�isd
as.
V a_.
N)A
li'llierglt- D.-I;i r-, wo, .
Xxorr"o
m, Th.mai-Tru
6&m� &qUOt,lrVa&j&qas,= Glozed MOIdad
112M.-I022
Y�-
Y-
WA
s. q
14
0 Tfoi� Tru Fiber-Cl2eW and
F8439 8 WotlrWt�-4sift Molitor
12,31.1k=
Y"
-as
IVA
Gampioula E49 Ftlelpla'n5l4iple DO&'Mth,
xo� ox - 0 XO - I I,-. a,
16
0- T harrna.Tru PiDer-Cussic and SrrecOnStar
Nominal 6&03g.8 &qUot�hInpattsjuat Gls�d Welder
12131=�
No
Yea
Yas
11419
Open CcimpoWte Edge Fiberglass DDDIM� 13oor �kfth
c, 1,eh. G larcd Mdeled Open 8,cieiiles
f1riesionsc.tirwing; XK-OXX0 -dlgurwta;-�
1@
9 Fk--tAsuio. -W Sr-iff-Ilar
r"ni-oil K&WV-8 Rquothrril-Mq-L ChIsirm
Y-
Y-
WA
C-Posill Eetle Fborglass Sraglei Elw wdh Molded
0.soariutout--%� X0, Ox . OXO
=2sodekb�sj
.reli-sj
17
Tberma-7m Ferif-Cja�- -rl Smac#�Star
No'nioal Sama $CVQthr9atAqMt� op-que
1 1
t-b
you
Yeo
NVA
,,00npoore Fcbo Rbiarglaa DoaM D.Or wth or
W-tlhout Glazed m6ldrd ". �edrldm
fl XX c�, I)AY,'.
March 15, 2022
p
jl� 1p ', V
A
jr,�
;d
Gi 9 1
As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please proiiii1cle, the information and approval numbers on the building components listed below if
they will be utilized on 'the const�ruct�ion projectfor which y,ou are applying for a
Category/ S ubcatego, ry
tManufacturer
Product Description
K01MIRP-11111W
Test Pressures
1. EXTERI OR DOORS
A, SWING�NG--
!-Fiber-Classic and Smoot�h-�Star (NON -IMPACT)
13 Mu P-1
Fiberj,�Iassic and -Smooth-Star (IMPACT)
law-1011. - -
Fiber -Classic and Smooth -Star (IMPACT)
#
+80�0/-80�O ps,
MEZEM
MI Windows and Doors
FL15332.5
+40.0/-40.0 PS_f
Sedes 55701
NOIA 21-0205�03
+38.7/-38.7 psf
K'f§Ezirj.x
1 [0) 03 T.3
Wayne -Dalton
IS eries 8000/8100.18200 #1105 (8X7)
F L8248.3
+31.0/-35.0 psf
KROMM
Wayne -Dalton
Series 8000/810018200 #1123 1%16X7)
+30.0/-33L5 PSf
imam
Iton
S edes 800018100,18200 #1124 (16X7)
FL8248,11
+34.4,/-38.3 psf
9FRIERM
METAL LOUVERED DRS
Curries DMsion of AADG, Inc
.... ....... — -----
�607,707.727,747,and 847 Single & Pairs of Doors
N/A (see inst sht)
lf� �1
2. WINDOWS
A. SINGLE HUNG
MI Windows and Doors
hg� gg
Rom
Series 5500
Isom
�B. HORIZONTAL SLIDER
1:M I Windows and Doors
M11 & 1
+55.0/-55.0 psf
WA
MI Windows and Doors --0
U460,0/-60.0
psf.
S edes 5520
SUN=
MI Windows and Doors
Sedes5764
I FO&I
S eries 550-0
MR-3
13. PANEL WALL
'James Hardie Building Prod.
Cemplank Lap Sidrng and HardiePlank Lap Siding
�FL1-0 r
-'192,1
Solid and Vented Vinyl Sofff
. ........ ...
F Ll 52721 - FL1 5272.2
+75.0/-75.0 psf
E
'Alpha Aluminum, Inc.
L
Solid and Vented Alumin; m Soffit
u
121 M-7EEN
+5421-542 psf
;4. ROOFING PRODUCTS
A. AS P HA LT S HiN!G LE S
Tab, Dimen-sional
B, UNDERLAYMENTS
-----:!3
Tamko (tr Shingle Roof)
:151b Felt Underlayment
Plyglass. USA, Inc. 'for Tile Roof)i
i T! .. Y
POLYS ICK TU M.---%^
C� ROOFING FASTENERS
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
,Florida Metal Products, Inc
V ent RN/ 10
'Lomanco, Inc
DA-4 Exahust Vent
+97.5/-97.5 psf
E. ROOFINGTILES
=111MI
M."Rifillill
F L7849 16 - FL7849.20—
F . METAL ROOF
tDrexel Metals, Inc.
DMIC I OONS, DMC 150S S, DMC 175S, DMC
200S. DMC 5V
12/3112025
0 14
A. STORM PANELS
[Globa-d P—ro—tection Products
Steel Storm
FL1507-6.1 -FL15076.2
11013
All Amedcan Shutters & Glass
-Panels
Gahtanized Steel Storm Panels
13IRMIMIRMT:
COMPONENTS
k WOOD CONNECTORS"
:USP Structural Conn.
ANCHORS
Simpson Strong -Tie
'KAI
ITT-
B, TRUSS PLATES 1:ITW
Building Components
Alpine Truss Plates
rMiTek Industries, Inc, 1!
Truss Plates
FL2-197.1 - FL2197,5
PROEM
C. ENGINEERED LUMBER "Weverhaeuser
Rim Board, LVL, PSL. LSL
FL6527.1 - FL6527.5
KCIICI
D., MATERIAL
Corp.
H'igh Strength Concrete;Lintels
Commerl-Jal Concrete Products, lnc,�High
Strength Concrete Lintels-
T-he products listed below did not dem onstrat�e product appro\el at plan review. I understand that at the itim a of inspection of these products, the following inform ation must be
available to the inspector on the jobsite; 1) copy of the product approval, 2)
APPLICANT SIGNATURE DATE
MV,
VIRTUAL REVIEW ASSISI
Virtual Review Assist Inn
Plans Review completed and appr
for compliance with the 2020 FBC
Edition by Debra Anne Klahr PX2"
Florida Department of Business& Professbnall Regiiiation
Pau. I CA 3
SuildIng Codes and Stanclarde;
IaMM22
Product Approval Application Deta It
!��Wenw
2111111 2ft
ampenalria
121111
bw YM19 Mmuftetilmr
comil yalwate4
YAgaud �Nbslftg
EN A-myol
&mW sutu
Rie,miom X M
Thanw-Tw C.�orpoiabori
Stoe la,-��nson Lmjon F Scherjd� - I- Rpan,p King P�F-
OM3=1 07IM2=
OW21MMO
Is"1114202D Appr�ad
Catogoty. Eswlo, Do�g
(&-Q 843 7628 P&43409 I812�
SubCatWiy. SWntring Extam DO-,. oo-ftlim
Czratififfincie Method: E,alvahnn filarorr from a
`kod.Roglr[r&,ad amhdaettirio Lice-dFla,do
F�daosfiowl Emi,eo
ContsdIENvinirtor Date In NY
00sidt HvHz
bcr-cei- md 15--th-st.,
N-mrif Smrs,8 Aq,,* Im-.h&Wm CTq- I 2AI r1t-12
Y-
Yes
Y-- PUA
Comp-5de Logo rib.,upleii $nk, Vow
M; x -Wiguiaswo
2
h Th �-a-Tt� F! bsr-Claiskn snai Sinnoet],,-Srar
Nom�-I &kv�rriB mpadquot 0;"14, 1 XII
Ym
Yes
yott WA
C-p-m. Foje, Fibrql�. Dam W-,
Sdelb,40 X0, CX,,QXQ
UjnflgUT#L,PS)
c znd
&,!Px impad&quo� opaoide I = I r25--
yes
yss
Y4. WA
FS. D-am- -
'A,M&r 500iftes XX Or CXXO
-rinnu-Acrus)
d. P.— �TAj Fi W. C I a s or a ft d �ita r
N. nAo � 1 G &,o�t I in p Ct zoa, 12-IM12M
Yas.
Y�
Y- NIA
�,ompatit-- Edge Fibertllass &nl Dav
0 -4-u"Charovong; x --ho - -t-)
5
e, Th--T. R toor-Cl-� -d 9-th-Sa,
N.-I 8&439-�O Sq-1, mloadgqiicit Gpiaq- I ZG I r=--2
Y-
Y-
W-A,
C.mP=7m-% Fdge Peoergla" Single Do&T %#h
Sftd01nb(-4 M. OX 0,
-,nfigwrafi,.,�)
t, 1-h.@FnQ-TTU FlLeFX-12�t QIYJ S�11,-Slar
Nomlni 1 &qLct, rnpacVkipor Opaque,
1 V3 1 =7
Y ins
yas�
WA
COMpooinvi Edge Fiberghass QM bl@ D� Win OT
ow , as
1 Z-SI=22
Yes
Yes
"res
WA
Cvmpmt- Edge RWitla" Single 0-
0 new -cal 0iia sirong; X Wert;
is
h Ir—T nu Fi bet-Clasan and
Nmr�.l squat Imp-t&q.K 131-dil
12r-l!=
Y-
Y-
Y'As
WA
mpverto a ileirgtpw $jngtr DO.
S,k4Ws) MmaAnoo""oenrL X0, Co� of P�:X'o
corrigi,aarong)
01
i TK-�T,u P,ber-Ob6m, arid Smpn-th--%x
Nominal U#3*0 ImP.rt&qVCt, C-Aved
1 =1 10*2
Yes
Yes
fe"
NJ%
In as (I Li 0
��rqurnli.hs)
10
Flb�-Cls5do and Snrcoih-aaf
Nomioo I "MO &quor;VopacIaqwsr 5Lioad
Iwt=
YAb
Ye5
Yft
WA
FiWr9ImSe91e Door
(I-.gft3,b,,AnT, X conlita-fi..)
12
1. Tbmna�,. Fibeir-Clizv. orel S7=L,51anr
Nominal z&#W,0 GI;awd
Yes
Y.,
Yee
NFA
Co, Irks Diaorsrh or
Winn 'Weltion, owmngOD=ing� Xx or QXXD
wrAaWab.rr,k)
13
m TlhffVio�Tru and
Nor.nol oavw,45 Dpaquis
I Ml,'=2
Yes
Yon,
FFA
compmok, Evat F,oavass S.916 Don, -ffi
14
n, ThiNflale-TW Fsbair.Clssitlo end SMU51hSbar
rj.,rasal liorvs &qUot",t&q.&- chaaanis,
12931=
Yes
Yes,
Y"
WA
-,*debt--
16
a TIM�mea-Tro FibiartClasslo Anil Sm�tr�Sw
Offarift Uct mbect qaar pawaa,
12M � r=
),so
Ye*
Yft
WA
Cornpodiia Aloaiglas& Valais noormtt,
pnooregx,%Osemnc� XO, r1lix Or 0'X0 "aft wation s)
P-"--r. Flt,ar 44M,10o Ond NoW.Mr-lare
NOFanal 83;TZRO
12131F,132-,
Yes
Yes
Yea
NYA
Uoonpo4ft Edge FibeVaz Goelal. DoOr wito
Sicesik N.-mCa ditiaiod; 5W. Art- � hr.�-10,asa.
oxxo -ofigiraido-1
17
R b - C I. B .. W-Sh�
N—I dKOC-3 op.q-
12nly=
Y-
Yea
ND
WA
GornpoeiftEA,ra Fiberoars SMIlo Door
11-410-ftoom XwMfQ.Morj
18
r Th—Toi Fibw-Clessi� and Smauth-Star
Nominal 8&9VJ.8 &quut Nor -I mpavieopoat Opaque
1 Q M-12
'Y-
Yee,
M.
IVA
r�Qm;-5-r* Edge Fiberglass aflole� Oloor Arth
Sidelle(Q Ka, OX or ooa��
�Mfiv,oahoimr)
n. TI-ma Tw wnd:Smoff�8t�
Npno-1 &q-� K1.r-l.;.0,j-k-, 0oaque,
12MM2
Yee
Ym
Pkj�
NIA,
��',OmposfteEsga
M"ooat Swo" XX of 0XK0
t Thearm-YT. F,be,-Clasc oed
Nl 8&*39, D &dtoat Non -I nrpe*Lkk Oparr-
I V., I rZ0212
Yes
Yes
N`_-
WA
Comp-t- Edge ftergi.. Sinsol. D-,
X eorfiprafi-)
21
u. TheIana-T w R bor-Claslio and Smood-Stov
N..al a&W3oll) &quor Non�l mpactSilixt; Opaque
121*31121�
Yes,
Yes
No
WA
Compoet% fta Fiborglan Single, Dor wth
Sowaei�! claoa-njp�outeaorg, X0, Ox - OX0
4
Th- -T,. Fib-0-- Ama
Op"-
12113112=
Y-
yt�
111.
WA
OWPOWID E09C fell b4i'll" DQUIDIs DDOT Wth Of
mthou' Sidelees )OCix OWU
,� Lrftumk,,�)
23
w. TherviaT ru Fibm-CI-sic and
=,ftad W39.8 M�omr� rnpav[&qW0l; Gloried
112M=22
Yes
Yes
NO
NIA
C-q-ta rdD. r! 6-jJaso S�91. Do�r
2A
x- Tlh�" Tu Filher-Classc aW Saaaoth-Slar
lkoninal 5&#�iRk muouk�� IrIPSa&QUM"Gi�-fel
1 2�3 1 r1m
yes
Yes
V�
N/A
C,posot� Edg- R, le"ase Siro)fe Cw� wan
SoJellhi�5�) Q -W.SA5,t.Wn91 XO. OX or OXG
oO,ftUrAJbv-.%j
25
y- Therena -Tru Fib-r-QaW0 006 Sffioath-Mr
Nearnat B&P39:8 &eUOtjbn- rrW&dun� G-Wed
12r]l,=
Yes
ye,;
No
NIA
-ismposil E11J. R borgim C=b 066t Wth or
L
,Ath-t SO.lit- Xx Or QXXO
29
M, TheradTno FiberGlatale sod SetsodrSw
�4 �minaf ULs3g�o souotlio- rrpsrimquop G'ared
12r]11=2
Yea
yes
Nin
11,1011
0sno,neirte Edp FT harpiriaG Single OW,
27
za Thor ".-T. Fiber-Claser and $io-tf,-Sfdr
leanin 39; q-tt - mp q-1; I-d
t2131=22
Yen,
Yies
N.
NA
C-p�ofto B:jge F, I S�nqle Door .0
X0. OX o, Ox"
2b
A r---T. ana 3-br-Str
N-ired MNWq�0 Sq.MN-- lml-.r&oj.ot; Gd-d
iwlrl=-
Y-
Yes
P-
NA
Cwripoate Eope F� Wofta Doul)b, C- wM o,
Siolsifte, or oxxr
FlOdcliza Daidertmorit of Busirn-s -- Professional Raguiater,
l 1 'A -
Buiking Codes " Standards
11512021
Product Appsoval Application Delall
R& 2111
QKtZUKft
P51
7XIIS VAISIDD
sk3wv-,Ls
Cream fgal-K&LIMM V"d".W
mamso
LCAMMA
ux
slah,
--loo- 2020
Ain WMO�.erl Doon,
(Iremml. Luli Roberto Lommi sl� W lildn. PE
100MIM iWd,,-&-,
IQIIW2020
111 i &W.
APV..d
cai.00rr E-nor Doars
CrI71 50=33W PE-62M 4 01T)317-Wil
SubCa-mrF. SO4t; Extereir Door A-mirinolles
ssm"..—
con,plio". *Mho* eisligoo R'Por, Im a
R� K.W-rhavd Airhftoet - -viel
P,ana.laow Eno-
$ANI�aAmrxrA
6AKSbWq-vH
AslattIMAMAM
Iffilem
QUAM
AW
9004AMMMAM
JAuW
Ittlim
EMMM
I
SERIES 42li ALUMINUM SGID
3ERJI�-q 00 ALUMINUM SOD IM1=4
No
Yes
1,411
WA
NON -REINFORCED
2
GERME 42D ALUMMU M SCC
SERIES 420 ALUMINUM SrD OX X0. XX 12173IaM4
N
Y-
No
MIA
Xgwd�,801!l NON-ROMFORCM)
3
SERIES 4=�UNAKNUM SrC ReNrOAVEO
SERIES 420,ikLUMINUMSGD REINFORCED 0XI) iz,31=24
a.
ro�
MIA
A
6E R I F-8 4XI AL J M IN U M WC R El 14 F ORIMI)
SEMEf, 420 ALUMINUMWD REII90RCED aX �ZZIM`124
K6
Yes
N.
WA
XO
5
SEIIIIES�20AUUWNUM SW REINPORCM
SE�mw 42,4,kum MumooD Rent ofici=rj xxx 11-
]I.
We,
W,
NIA
Florda Department of Business & Professional ReQUIatieln
Ps,�.(�
Buildng Codes and Standards
IMMI
Product Approval Application DeWl
aim"
Rws,on, 2021)
... Boo,
U..". lr�" J- F, Sou- jammy P. 9 F
10,112,029 a-Tw2un 10=020
j--E'Q'ao)
Aw�d
f330�763-8��i PE-51737 (9134) 821-5�90
S,Aoc.tar,ar, 6�d'.Ifl rii W&
U."t�z�ori rilodh.di R,41,01010,
Nsroo RerdrtorWPArhU.N,1: v ii Uconiaa Flofljo
tAWAMP-L9wa
oltirftslolw Epon"
3mi
"t"deroillayd
M--
PF.W awn
Agair"AlsILM am-d (a
In HVHZ outside
WRIM
Reshoosit
yesken
P-re
z
==41105
sA CIS No" �� 14&#,39: M., lrelghl Ohi,q I VIV20s
W Y"
Y,
IZM�60�35 00
AYWMblo,M,no*r ji,torreAdrid. 40clor.
10
50 0 M lilisboDO t" 123
1 5&= Mac.MiN 14M5i Max hoot G,=4 1= am
P40 Y..
V.
aMINLIe . tv- ar iolooaod�atl 9041m,
I I
no)RlMi%2�00124
160409 MKVIde 146XA �AAXIItahl Qr%TM9 12nlaw3
No Yoe
04rdiiwe iii We Or IWOFM Adkh0 90,11511
Flonda Depar"ont of Business -1 Professional Regulat Fw 101
Suidling Codas und Standards
Product Approval Application Detail
9201 grayor pstlo Does 140 tol leam
vemim conesil Endineffil,wom vmmm MEM34 DIA-larad FKA92ma be
A-14a, 2029 comes rh1w, QT 1-1-OG W, Iniol RAdffY UL LLC. Troy 8Mp. 1, E I 2M S12020 1 2-T I'm 12121a:121 Aoci,-d
catogodr, --or DW5 iNi)4V4-2in, 954) 947-OMO
SUbW_
�7n.,slaye—soloa—
Coo,VIP— gloariod: CrEftirrm Herr a LsAng
EWUMM&M16111
gualftyAmrsere, AvkLqykug-�LU ARIYUVICDI� k�l yoslap
INA ftlud�. . tharso Product Dosojim iLLIJ.&Z 2UMILM13A Eliall atuNIN
I =�=�75? -17 Yes Y. Y� WA
Florida bepartmerit of Bijainess& ProteSslartall RegulatioM
84king Codes and ftrickeds
Product Approval Application O&W
Pap 102
I NX21
Cn
-0
>
3)
C)
0
CU
C)
—M
C)
CL
0
3r
M
0
CU
U-
ll
0
ICU
>
Cn
E
Co
2
0-
"21
.=
C/)
0-
<
z
z
W
=I
(D
E
C-
U)
>
0
>
0
0
L-
0-
=3
-0
0
W
Z
a_
SHEET NO.
PA 1.0_
Morida Department of ftursiress & Professional Regulation
prnpof�oln
BljildiI Codes and Mandards
Pionliniv
-, . , - ,
-
.------ :' 1: - � " � 'r' ' 1-1. '. I
,.. - - - �. - � � . I I. _. - � � � � � : ,�
Produi Approval! Application DiNtAlf
I ' � , � - ,- 1, 1, � -,. " - I
.-�� r —
- - --.- ---- .- I .; -
. . � - I
�
� �. ��
�
I - . � �
� �
I I �
-
1W1212:16mr -
. � . -
2M
, � . �
z z . � � - . , - 1. 11 � -�, 1: , � - , 11 .
11: :�--. � � - �-, ,- . � - I . -
I 11'..
-- --- -1 --- �- - � - �- 4 � . I
- - - ,. --,--''-, -- - --,". . . ,
11 - ---, "-,--- - ,
MM9
.�
I —, ,
-, � 1, — -_ .
- - -- - ..
I I I
., - 11
I ,- I
.... . e, - � - I
Rft Q111
I I
I - .�
''.
odeper"1111,10
� �
11 I �
20
� -
. �
1. I 11
MW varmn
Mfkaumcwmf
tiontrad Moinittill.Liconse
Yallabled
Volkilial -BAIUMdM
F-M ADMVM
ADDIOVA�d
Sunni
R-ii 21321)
Thourni C.,p-6-
ow- josipt-, Lyndon R seonridt P E
"n J� X.9, P S.
110107r:202i owis=i
10M31I
I 2M W021
Allopnon's
category btarw OpOerl
f6liiih M-70ir PE4340
(B13)767-8555
SultittatinglorrinOeonli Miderw0vorAelowbires
tiasperwinCtirmlooru w
Comptiluncer Math"I lib,wWalon lasl�ttqfn 0
On
Fil Regroarood Ariontooll or a Licensed Randle
FUIANkL-Iiii
lowdradrucirrial evioriser
P-Q290
solids
product modoll. Number On, Nay"
Pfelli Diallin.ripti
r
AUVEMASSannce Ar&MWAftrifte ADOMMLbkLL%m
Contirsifft Firpiration Date La —IVHZ
Olits'da PKINZ
Fibeifislarit
911:1111M
prassurre
1
a Thenrillo-fN Filtwer-Glaii and Srnooth�stw
t4ontinalftm.sOarliducci ffinoor opaque
17 ii
NI
Ye-1
t�
OVA
Comporwen Find Fiberglass Sini i
lnnini,roop�ulqorori X oprifiguoltrui
2
Ill Therrial.Trur leetron,01asido Old Sirwrocith-Star
lij."Oruill 66I a'squi W-Irnp-n!-,qVd`l Orlsquir
i ."� (2022
9.
'lea
No
riffi
,
-�,rnprrsli Edge Fjoerglase Sinop Doerr with
Sidelil pnewrpr�)iotroeini. X0 OY . OXO
oonve,Ot-�
a
I PunnOOPTIrIP toOw4V;1w-, and SnrOnoti-Sta,
inorrolnol "":a socluk-'Pr4oh-IMC-Amer.a. Oloodbe
� - Ionni
� -
`411
Yell
Flo
NfA
�"Ipnol composite Eoll Doublin Burn, Will &
WOAA Sowitere lilrnsowo,�OAI )01, a O"i0i
A
d TIurVrPa-TNFAw-ClewVcwd,4TxKAh-Swr
Ixonfie-lin-1
inal 7,&MO 0 6qtK#, N-TIATTOWI&III 0sagUe
1�1�
i-,All-xv
No
Yes
I
N/A
1!� --nears Ei 19 a Fl Lre rg lo Ors �o#a Unnot
finawnOOMIS,ft X co-Mg.,oli
5
. Ttle"i Fortner-GlasOIC �Ond S-46th-sal
6rn.,VI7&@r%l &qOGt,INo.-I.p0rA3unqt� Opaque
1 2r3i `20122
Pro
Y-
POP
NIA
f-roo-'rorto Ede, F ibe M i Sinano, Doon A101
so:neiire(b) linomingiQuini XO, OX w OXQ
OnnirsturpliQns)
5
1- Thonrrh�Tflu P) non Gli o-KI STrOAPI-Islar
Wallow twsolei.Gaqrjo�rnwlrn'-�,�k cpa,jiuo
Tzfi�
r1b
Yen,
M
141A
-1--preirw Ed,
p PlbowiVarn, SiontiorOcior
ir�narjoftawlp Keonflionat"')
�,
a Thorma�Tm Fter,Ck"On ano la-Poroth-ftor
Ann--nowl "#30Voaqw,od4O,1Vn--RkwQt opaque
12VI I=
Or.
Yes
I
Pj A
G
�, poi Edite RtermilawO 5innee Dwr ,M
Soeamlizi A"&"nYCVV�n;n M OX a 0XI)
�nfiijurat.�P,;)
8
In Ther�Tru FrIper-C"i, and Smoth-Sliar
Ncwnri 58#U;D0.cu;Plo,Innpaq�qLK1t Opaque
l2=,QZ-'
tl�
yii
A40
IVA
Onffill0lints, F�olth Fl"POOM DCOU114. Ui VAI Or
wriOnd SO" me lni%WVOOPCo&-i -1, Oi
�-RJVOOI
�4
it I norm. TIP Vlbe,,C�ossio.rd So,noth-shir
, ,eei 8 ZqWel M"'_t&q�'A OL'O, 11
OA�,,i C
I 18 1 *i
i
Y'Ori
No
$I rk
FriOn011o ad0k, FiliparlillOo, lirnoie rAwr
dVWAw,fo'.�ub.wOPjj;, lovonfis"miniorl
TO
�Th.,re4,7WF�W.CL2SgC�-JF��--Wtt�St2T
o3on*rni 59*T9,5"NoNirrPaot&qLoP 431220d
IWW201121
le,
Y e,.
NO
NIA
C�Iponrfle Ezi follne,96- $,i C4orAnh
sawfults) PlowovoDuts"low ka ox on �DXO
wrifigunarnons)
11
I, The�-TwFirf.Ck4,-�,-�dE--,P,Mt�6tar
,�'irrd 68i "NOn-Inn,paa,-,qL,c1, Glued
12OIS1 r2O22
w
Y'"
NO
li
CoPninoolk, Edge Fiberill Double ClOor,orth or
w1frout $identim Q.-wQ--0i--,-oS; AX or 09YLO
�nflqiop000nij
`I2
L Therrina-Tou Fibeir-CIarove and Sonoulb-Stair
htmorill 79#,%�Q Squot;llon�ln,rpand,qw� Gla2ed
112al rITA12
No
Y"
NO
WA
Cor,posten Edgiv Filolinjillarse swork Ducr
rinew"ingIarrOlOwils X.D'Oligusi
13
no, 7h--T,u Firb-CE.- ..,I Srourolh-Sa,
Ol-knal 7sASG:04q..tN.-I.p.d9u-4: VA-d
i2r31WOQ
No.
I VP
PI
I11,11,
C,a,irpiputo Edge Zibeivivio, Seg- D-x,rwith
S�.lnnrn(si illinswris/Cruninn,Anis. ro, OX � OW)
oOrrilitinaltono)
74 n Therrrm.TmFib".Cbwca.,aS�"�-Star
lkrrnwI8JV*3q,oj&quOtN0�1�M,± urrill;c-loured
12MIX22
N.
Yes
I'll.
IOrA
C�--PcsWEdiRrFiWpRi- - li,ortir
--Wud6
p -,ei X inoinfiq'iseirng
15 � Thren�J,u FrIpor-Cemic and SrinnottoStar
Wrininal 8,GAcuOMOft-lrnpVOdVOqLoo1, Glazool
112M.-A322
W-
Yes
On
ri
Coeneuni- li FiEtioneri SOPIOL- Dwr Wth
Sidenti(ol fay.ing/Ourniuring: 90. OX or COI
wrilgiastans]
16 p. TheftTlUnTill, FibM.CWML and Smooddin-Star
�
NorPrinal slikii Olquot;Non�l mpooMqunt, Gained
l2alf2t]22
No
Yes
Pro
NIA
Conniposit. Cdgu Fillperpilaro, Double Do" vrith or
im"'Of sidelfts 0n,,uw1IVr0VlVaoirsl� )v 0, OY,KO
configuirai
1 ? Q. Thernow7ru Foor,Churde and &�O-Suar
1uponnod 0&#*.6aqQotNon4mpp-AJOui Oparque
i 2P=2012-1
NO,
Ym
NO
NIA
O-poslt� Edge riberylano Sornia- er- 4th
Trarrui Q naw 9, GrX.O.Ing.ration)
=&q�0tN1pn-InnPw:O&qorPt
18 f. TtOornni Fibor,,Clossr weil Surrocith-bta,
r4noonal osilli Opaque
12011ZJ22
lOi-
Yes
rk
i
f-p-le Edge Fibarga- Sui Dor-sitin
SkIii Orod Tom-ain (I - ngl3nialeing. GJXO.
0074oi,01OXCconiftsurob"
19 ii Thenroa-Tir. F hor-Crurnroarld SwAtli-SIniur
illorwri 6"i 8 Iii,quonlito.-Irripanniqui Colman,
I nt2a=
No
Y�
plic,
NVA
Conopoi Edge Pilopnillena �4nqkr 0" wth
SidislifiroliII) 0 r,O,A-g,r0Vt%.": XO, OX or OX0
Canfirrunide. Head and 911 torifigul,nitioris)
20 L Theirroi Fiten-Classhe and SolooKlEthor
lionorriel B&Wz&. 0 &qio�1A0nAonpAdRAui OM486
QnVW22
rib
YA.
145
JOLIA
enw-joelto Edge Fiberglass "I 11 VI II
..
SHAQW-) ( - gj It Wor 0X0
'.
-
,COrtminni Hused and S41 confilow-w-ward)
21 . Thernni Fiter.Ceir"i and Sirrocitt-Stai
Procener 61iootw's ailuotWornialleactiliquot GWW
I Z'3112022
No
'fr.
Nb
II
C�.po�a Edge Fteril slin0a Door With
SoleNtai OlneWngMulisming; Y.0, OX Or OXO
0�innwnre, Head arol Sill oxifittionotbri
2.2 , Tl,it��TwFber,Uaw��ndSamth,�tar
n4ponslaulasoUie"Pt"On'-l"WI't6qM" Gra'ad
12rar=22
No
Y e-,
No
NVA
Composite Edge Fibenglaw all Dow wth
Sdeli (I h�%noWOU19ai X0, OX or OX.0
ZV�Ontquo us Hroil Dino Sol olonlaw"'ooni
:23 w: 'Thenroo-Tril FliloPCIrrouloaturl Sorrooti
PlaminsO WarPri &oVuotJ4on-PrrOrGV1Vswm� cipaqua
Imil.022
No
I
"On
IVA
Corapasto ErApe Fibeirglauss Door Pali AM Vented
Siddiorl OM44noonulswing. YA YY,Kw XW.
-"%--Uw-)
24 , Therrogi Fibei mid ,SiOrriorni-Ste,
ka-i-SUM0 frquotKon-lono-aarr-int: opaque
121sli
NO
Y-
-4-1
I
Linorqpasdir Fi Fite,91OOO, Dow Oirrni,% volh Vnirlind
Sideliti (Inswilgirt).nOnni )C-- i0i X)OCK
-Ai ... )
25 Or Tnonnan-rinw, Frow-Cerevo-ensionoth-stor
no-na; iti 8 &qtcp ""Opeorqui Glared
1 -213-1i
No
yoor
W-
NOA
7mpoaftEOgo Fiberglass Doorloaniss vAMV*MM
SrOVAIVON) aniom"VilautwooliI rx,)Ixx no )VoX
�
Ororillnuramirm)
20 z Thaninni Firsio-Ole,nVased $Anoorhosoj
Pwn"Oneoftilill isolluroillon-Po Pounfri.ol: rIU96
T 281,W22
Of.
Yen
Ph
NUAI
0ow,p,AW, InArl Preari Iscroo, Pnovots �,,Aro Valli
Sodowsan) 0. nsirinpoCutsmons .'01, OvI O X)tXA
aorffia�mpqooi)
2V -- Therrini Filher-Closirlowd8riorroi
Alionernal M#39:8 iliquoPl4trio-knoadfiewt Glarnid
l2?1t!`2-Y12
I
Yes
O.
i
C-npooslv Enig. Fibeirgili Sii OnOr with WI 0
adeliti 0 ourOOrrigirOuriserill XO, QX Or QXO
owQuirintoi
25 7b. TIOO,Poni Fiber-oasaii sonoomi
Norronal, 69030, a 8,quortlarolonpaGMqui Glared
11-13tr-=-
Nc
fes
No
r1YA
Couporaft Fdi ritenglass Doubt, Door Win
$03� �) Snudilm I n.,An9?0wqPrwlI 0^0
Parifturribili
29 ze 7nourna-Tru Fiber-"siso,and $nwotlo5tu
Noularnal: 8"W 0 lilduotolon-lm�-Ioe%wnst realod
12�511-20--
No
Yes,
tOb
Ni�,',
C--p0i roge Fibe%l*rM'-%I,qL' Oonn 'n"i VVIVIPOV, 0
ad�ri ilo-W-ir"Oron", )i 0ro" OXO
30 so TherinnO.T. Flloon,,Cl-in end S O-th-Slor
o"hi""al
W1. MoOliquiettlon4rapactilixt", Gazed
12al r2O22
Pk-
Yes
NO.
i
r-nopireate Edge Fbislass Doutil D= voth
n) Sionsi Vns,OArg)0uIsi OXX0
-1�ullit�t
31 se. Thairri Fr", Clirwr�sf q-Ooth--Ur
Nbffwtw Terri el'tionate4on. I misaffulot,out she)"
iM1120:2
Inin
Y air
non,
WA
Series Composite Ede. Glared P.mIsli SOMgW
)PO"Oetin cc ,lAhout UPe-2f-5-IONI
0 new Ogrourut,oing] K OX Xio - F OX0 vx,%u M O n S)
Florida [)apartment of Business and Professional Regulation
Building Codas and Standards
3/15/2022
Product Approval Application Detail
FL#62E&R31
gags
PM IWO-
2M
= status
LCM YlinsI98 Manufacturer Contact Entilinew 1,
ji�[�
VallddW �m�mrtmg
Ending,
LkRi2rovied Approved
Rerillsion 2020
POLYGLASS USA Maurykpi License
JohloW
110OWD20 10/22IO2020 FBC
12MM2020
I
Category Routing s9sii S3os�jpa,t@p,C,li,ngjass-m,n Robont Ni0annorilln
KnmeVscO-,, PE
ARRMY&
Subcategory: PE-59188
(954) 772-62224
lltDlrnw
Undentayinnents
Cosinjollancefirliethod:
EvsJustionlikeporittiorn
a Florida RepIstered
Archri or a Liaensed
Flonds Proff--sinnal
Engineer
EtA§21MM
Products
2911111W.
6RDERM U
u- ARRO Will 11' 0 r U
Ipw
orevion
@-aq-g
Produld IftM, NWOtw Ir Warrie Product 291SMIon contract 3dralogn
Dail
in
W1
gagstan
Eallim"
I
Volyglass Roof Underlamerits Rvori undedirifiTents 1OV21rd=
NO
Yes
VIA
ott/4-M,5
I
polirgia,el. Roof Virdera"ento �wl P4*Qli Poor underlairriter" for use In Fl I Z2a=3
Yes
PIC
NIA
PrOO,
li jurnstronfiona.
2
Orwirglazt; Roof Underlaymere; (Van �Hlwri P464��-frorXor"rlaymerats,l"ijos�n 1=3011O
No
iss
oJA
�NVAJ,022 4
PI nnr,�HVOIZ juresdidtions
I
PwVgi Roof Urdeft"ili torid-li Podingew floor unditim"llini for use in 1I I Z232CI
YCS
No
NIA
III
WKZ to, rroi;-�Oi
2
Poiliglass, Rool'Unclorlayrrients (wrion-HIA-141 Polyom rOWunderayments,nlor use in lz2w=
No
yel,
W
-W,iii 6
III nai Jurisdictions;
I
Poryolavii RoarUnderip"enti (HVHZ� Pollitni roof urwerlayinninotsfor use In FW,IV-Yz=
Yes
No
WA
FI(A
li nowr6cbeii
2
Polygi I Underlaynnerst lawill P*rt-Aw Toof inmoon[VVInnerns, Iii Oloa In IwZV=
NV
YOOO
W
-PUR-4224
FOC ,Dr��l:'��H�z)c;dlN;di,�,�,�r�te
I
Pory'lass Roof underwynewil (Hvliz� P,34yoless noor jiloriVisioneret for u" in rac.112212023
Ifes
No
NJA
ll
Wittzpaindidtions
2
lacilyglass Rocif Undorlayal tn=+VHZ Paltiroass roof underlayinients, for use in iny=
No
yes
r441A
-WAI-622.5
Fl nurO4i juinsdicini
Florida Doportment of G�didseols & Profesoionall Regritation
Bul ldl no Codes and Standards
I
Produi Apprai Applicatillon lairtaill
PoO ?or 2
ranni
*00W�-
2211
- - -- -
- I I ,
I � - I � � I
� --- � 1. . r. I I
� T� � I
- � . - I
I . L - - I
_ I
� I I T � - I
I L - � �
I
. - I I I I I
Wh
- -- � �
I - - - -
I � - . I
I - -
- -- - -
-- , -
I . I ; - - -
-
I I I -_ -- 7
I I -_ - -- .
211ill 2ft
� �
I I
, , ,
- I 1. I
I
Rou: ealitire;
, I
, , I
I
Ill
I -
mm
liatallm
illiallasiste
�201,10 wgiogg[fiLlotalt,
yAihmzi, 14
vilwated blartfil
FN Awi
Agia
allid,
Pro,'19.1
102C
hiii V4.
ison,mi = l5naJOIKIn OOV,Ao, LX
= RoPoWon C-lw
Dw I`I DanN.R321
OW12P2071
Appi.O..")
crikorri anneow.- Quo-poo-on,
to5z"4w�ms
LLC
SoCalsow Thu. Plort-
-ed-ri gion
4705)�nua�- -
C.*Iwxe E.1h.cp EVAluffiriff, ROIOW loorn -
erni E,,W.&II Epul,
ELIVIZ-4mammm
ga4i AMMEM"
AjlUMXeju9[,ft
Amoroirtildlix ft
VU6&
Am
Natri-illi�tItIL"Mmoriellim
fte"IhKam1w
f.�
11
Oulfirldir
Emttla
I
ei
lag. hiph011eaptiNn"OuPow.n.biff
11131-1wZ
Y-
Y-
VIA,
WA
2
'Otiff'9Ha
Id"on suord[OrnruinVouintomoneliorpuroo,
I WIU2022
no
Y09
NIOA
VIVO
$
04 It
AS as. pw ewnwor polo
I Zeir,022
YAM
ro�
VIA
O1,10,
4
KTI&Ha
'a 0. higWrieri brimrs -.0. ti
12113U2022
Y"
Y.�
ey,
PJA
&
UT20HS
'n S. Won sirmi Ones noroo4a, row
I �31 r1a.-
Y-
Yet
'i
WA
11
TiLia. Wig
It Ere pine—d.o.lra
I Z- - QDW
ye,
V.s
MA
WA
I
TLZQ. KF20
20 so. lm" corinomor pla"
- mi
Yes
Yes
in!-
IIVA
Florroa Departmand of Busuri & Proferwrional Rellulintivin re, I "
BO311ding; Codes and Standards IWI.,
Product Approval Application Detail
� I
I I � . I
018211M � .1. .- � � I I . I I I
, - � �
Q& . solifir � Do- ad.- Can, Pannell; -499
mim verenrin ftrureamminx UcOr" Y@114" &Lom 1% Ancrovel %em
Aff0pori Mir loQ7Io&sOi J- R-Ork WOOdl, roid. LIC;�O - UP rAOrOI-Nd.aCCD VOI 11,0512ION I 1,O&ZON 11,A1,r2r),10 AppnwtOl
noterew VoI (9404p�-0109 �Toltn 315-25e,j
nuarclepary: -SPI Hung jPWo-1OdPOArorw%001.o
C4reall- laoilli E-elflicaff. - ONINK or U.ii On
EW%KAMEEmmii
2.xftAULLMM AgglowAL"Ostret A-ropand Taill IMRW- amw
4111A wroli E-onneran c - in II OLI$q�k I pld%�" pi"i
2 SH561M i L.I Milesh. ent.ot I V" 24I �oq IM116- 0 � Exu`=, TO YO� T 1119,
Florida Department of Businenns & Professional RNILIlatiOn
NI 41
Building Cookie and Standards
lft-,kuz�
Product Approval Application Dellorl
I
- I -
11 . .. I I I I I I � ,
� , I I I
ag&
.
� I � . 11
I
-91mtm
- I
Ab LIMA D&LE22in
-
I
2&1
TV- V"- agiatedlitelor
C�Aird E ... in- A YrOill"Ing so
volidi &--�skjsj EiN A --A
&023tw 1011a,
Affirmaton 2020 12G.-I"WRIP111"
Oew posw-* Mod-nai Ri - CER IMM-C.*Ei "Ai,
l IKIPWJ21�1 ,� 1 Toi,-ZIN
11AlPoXj Anor-M
naosool iroiot-s
Voilit341-4104 l786, IMS-e"K.,
sourlowitorro R"ol
Von�krdewerori :
colinialonto methrOn coludi Ono, � Unri
on,
FLO2434U4
chia- t.-%Lgu
tatiosdid ra, the
[Orrtio,
sei feusermllinvolKilluetilaw
nai lawriatOre cennOt foadrAlgo two
1,11-1, oenfelf
&AMI NO,-
5 IWO-1523 fLoi hki linili
Wol,'r-dVi 04,I
Y- Y-
Y- WA
Florida Deparmart of Business 9 Professional Rogrulation
F.V I 0 1
Building Codes and Standali
I ONVOL"
ProdiletApprovird AppliCaPon Detail
I �- - � _r
I �
-
.1 11 I
FL*niS2-ni -- - � I - -. I
I I
- - - -1 - -- -
- - - - I
grate
I I ---
I - -
Ral
, -
I - - ,
. I - -
� - -
Ra Did. 2&tfto&a PM
TX= viesinin mamilislijum
ca�m xgwutwja
vON".a alwai-4w fecAEEMNN _ARUWM
Clari
St"Ok. 2021 Jai HWe Pull fti lr,,,
Chao DMOVI V Aodrsw� TAn joh, soutri P.E.
0IM52021 1:.--i 014WO21
.*g FeC An,,�
catelooliq Penol Wai
ows� 545-9350 PE-11IM2 �II12� W-2529
sulucanowly: Sari
oh.d.di-A."On-hord
emwilA.Ce Mori EnAlallon Report Irm a
. -
nodds, Ragenii Andulloot or. U-nam rnodOOO
mor-lond i5oill
FL41MILM&MLIligh
RWAMA%%L,4n�--
fta=
2190
ANA ���
ir,,Oru,�. oulto Q90vaLgaiLdhEAtt
gultilkiii &--bt.t
ely"VE9
1 Conip-11, top ading
t--.t so iiiI t2atnily--a
Y- Y. WA
N,A
2 11".Plarilkitain-Rillirg
lit- —Ort apAdirg --=AI
Y. ym )VIA
ni
Florida Capenornert of Sousiness �& Proftrasional Regulation P.O,, I d I
Building Crides a nd Star i idavdis 1049ioni
Product Approval Apollo atlon Detail
-
KJO1232SAM I
cork
.
En0i Z;
2& 21i
2111ILLMIAM
-
A&
mm V--- mareld"M
�lil:luli EnginceraLk-lis
viiijaning ii
YAlligsil jitalligad
Fric&MUcen
An 2AWO.
PhonOeO 2129 TOOMOD EI Pro0I LL�
lr� LAO ROW 144poi
Join fr W. Oo,�dw.h, I,,
I aill V�1213 --1Z7n,1M0
I" 2112OW
i1l�=, Ar.v-d
ctsiroroo R-OrIP
IOTT EN-69i PE�Mi
iroOV77mnl,�
&AIrcjAwwro UOPleilryr1wro,
PO,q_,n-@rwft -1
coornpai Oil smioOtror, .fpw too, .
Rodilb Rerr"Oel oOidh]hOoI - L--W Finko
fol,,olo-al F,*,.
rLiftZlZili-
Qui Aaswran-
joiff,tred III I.- A--d
IAO lilare
knoma froshar,
10-9 Eopi"i MWA fluni , I
PrOrdw p---
I
. =Fal ouli
111611
w P�nrea-
I TAM#,,D Rod Und-flaylinsi (1-TVI-Vi,
Roof . Odo noi an. 1. - On F W HVI
dro`TWN-2�
Y"
W,
MIA N;A
Ilinsecrore,
2 TANOO N000 UOftla"Onin, 040-.R44O,1=12��
R,.a ,-j,'-,.Mr O for I, O It " F An - �Nvl
miarna:F�
Ii.
Y.2
NA OVA
jdn-UoPoi�
Floricla Npartmont of Zusili i Professional Regulation
POP, t 01
Butogrej cood's and Starrib lds
ill"n'21
Product Approval Application Detail
� .
"?W�li . �.
. �
I � �
, I - - �
Qk
111111i
glille all ML?�ojgm
2m
Ito Yni heroserarry
L!"newe )i,Agmg w
waidarld a�arorjx Flic bsionved
&Mm *a"
lo,000- 2020 L-Ool.
O.Onok WOO J- L 8-- P � Grimin M, U?IrA. FV
I I li�Vlrbzl 1112�111V�IAPI I14?ZO210
eA,1,, Pon Apn�,,
coo.goo. R-oll,
raotlisi P&M242 717,317�W4
SuftEetagern- Rooli A'annoOn. Me -..
A Inin, "A on, on on .0
flocifiroalson
=ii
Mdho6� EvskilrOnn F , Own,
171�xidii RenjetennJAPOOhni nra LoDO-01FOPOida
I�OOO lono Eirenninor
ELUZ34SLraaxir.
g%OftAS,M4KO
Avirruil 11H. Ammadr-raLft,
B�� liblislo
21gur leoldrunimaill "Undowsheser
ft2ifiLgiRkkuga colinfi-ir—onnoal.
Iftmvi thitedy HVI
p-PPOnt P-e,-
1 Dook4arl Ori � 7PPR.Wt brok-A, D&II
L- lOrns. kb�.Wvno. Foontro lool'oorl lwr1W`%F-
Nu le,
N, �Dr �,W ,,,
MOPIOMIMIA, Aft"Od 16 POOOMd NO,
Fk:i Department of Business & Professional Regulation
R", �� ,4 !
Building Codes arid Standards
III
Product Approval Application Detall
. #L* ���: 7
. I I ;:
::, ::!:, 1: . . � I
I 1: I :1:1:!:1 ,i !:: ' � ' I , 1111
I I I 1:
� � I I I I I I ,� �:
� I I � ��
I I I I 1
�
, :
I -
1
Gialle
Entargir 210- 2,W--
Otrut Dwitili
10-al
Tro. Vera-
ara-f.cillureir
la-laort rool I.- It U-.- vale.rod Virptineleol 5.11mork.id
nSCAppi
AE=----d
Matua
ouPrO arp.i GIVOI
krioaliolrii F'sal, L Boonatiolp P E Troy bili I I0r5W020 , IN! 5i2m
1 1 042=
1 �-r F) 21i 2 0
Appr�ad
darriogrew --butters
(561) 712.91M2 PE-OCA6549 lnt-,I)W�WBLI
SolloCaterill Storm loturni
-k-eloo.la--n-huh.
Compliance Method; Elna wition Report from a
P5 Q)n`
I R"raterod Architect or a I-Ir"end Ronde
i",of-Oner) EiOpoee,
,
FJ&711W9&A-PM0iIiie1
9trulluffmintal Aliging-arroirluls.
M!R4OtWrIJ
_EW=
F)WaO
gft#
teARAM--A%!jtqiWgiM--
?544�UmGiiaw. ger—�r�a-PIII:iE-oo ii
9-011ill1i
?L-I
1
NO. C.F"Mood Speel Stpoo P-12N
1.�I. G.1"'InVi snaelsiorm lom-4 1 z 3: �Fm � I'll roo
.---,--.--..----.--.--��...-�...
Y.T,
ye$
rit'',
Florida Npartirrant of Business & Prol'ossi "nation
MW I ,f
Bui Idi rig Coders, and Standa rds
-=
Product Approval Application Detaill
---
mili
- I
-
-- , --
- --
-
- -- - - - - --- --
Q&
- I
. � I - I
I . - ---
bi -
�
iw
� -
291 2dLbm=
�
a&
,N,JikP
Y±Oom W.EvItium
O'Indorr frailaks-&P-alm
V.4110OPOO1
oupirOW M.Amirwal
Anoloirro
Arrilloi
O'Nollool
=21.1 VuOyoh�-,
frika.1do,ol, fi0CS.jOO,1J-.!O,,kO LLI!� r. L,h- � 79,�
OZOM"Zi.11
inflar-020
tzi�111=1
AP,rx�j
C.Ooori %'Onsol rionc-o'k,
I253� 9I PION 639�379A
G.1pCA*VQq, EvOlnorond L Onninrl
1O.p,W.EUA-rR@-PI
colerii4ene. %IolhpOi 15OW"WO, Ropert n- .
- -
pri E'thrulor, lai
Qkli 65
AQLWMVZ=
&WMZL-IiIL=
willita
211gim
Aw
tillaid URM mmill w Hm
hAid Ridtlidlig- cill Cwt,21-211
la
hnz MOOR
Sidigillat
Pei
11
On'Ano 0A
L�onnn.osl Vo- Wiroc, Oi
1-4. 11,
.
IWA
IPA
2
F-I POL
F-Vorlbo,noi nrV31=.3
Ow Y-
n fAr
NUA
3
Torbis5torrill
W--nOW3o-JL.rPurr q - 13 1 Q , I I 3
N� I
NNN
OOA
4
T' Orn Girsol
enruounal OpapnOluo Luorklor . Oriento,j SrOK OeVnIA02,5
-4� Y.
,11A,
VIA
bo� Fb. Board
4
O �-Ouaorlin.Biaud
tonnore. onnind amno a or, �Iild 0771i�2�1�
No Y-
Nr�
TGA
Florrida Dersid1nilint (4 BUSIONOSS A, PICINSS10floal ftgUh*.On
FOO. 11 0 1
Florida Department of Business & Prolassional Riarquarlinen
psal .1 7
Bulldhig Codas and ft ndwth
larmal
BAding Codes arid Standards
I 542021 I
Product Approvi Application Detail
Product Approval Application Detail
I
- - -
"sw4s - - - I
- . --
I -
- - -
I - I
I I
- - I � - - I I
"1349,41"A I - - - - I
. I . I
— -
� � -- 7-- �� — � � I -11, � I I - --
1, � � __- - ---- -� � - 11 I - . . 11 - -
� ; �- ---- --- . . - .11 ,� -
--.. - - -- -- - , ., -- � , - , ., -
--- -- , --- . . ,. I I .
, , � , �
-
, .11 I � . 1- . :-, - , I 11 � . �L I .-11. 1-111, � I. I. .�
- I I � I I - - - 11 1. - . - .I � 1. I I . .
� I . . I ,
. I .. . I ; - � I .1 - - ..
-
QQi
rZAM 2& 2119 Q&LPIBCIM
Or"
code
Eirdw Or
cone note note Posts, Date
T". Yemen m��!wJ,m
C-- Learrip. vAdWA By ver" stirterli FBI Allow"
aRnLqmw &am
151 VIONI M-Y.W-
goal milivam
labable RISM9199 !AL6111041111111 -A&28i:0 Riga
ReOrorrx, 2021) on �'"&,Oni ONO Ckws
8i s,firiver AinelVil. ArMllnOffi POIoien R i PE IWOVAIVio tQAid`?o:O
1111r,`2020 149--d
Reufr;4- I'm I Vi I'mone-end D-
&.1 solopor Voinriniorso Aran insideril linwarn 1A. Ui FF
I W2nba2O lif2WOX, I`Vn%2o Appirued
C.-Dowl VIOUI
�'I`Vr 311-3300 M.PIIfiO0,-OA.--Os,oO 'I lil,� 317-tri
camorros AorldroNs
1717� 180�300 Neautorli-Asuachunin 4717�1117A*OV
S.Ol-annion; HorOnorgalarr..
b5rtnngO,421-�.-
6141cV"Oory. 9xi'd
intoringonomik,'J'Wo
borbrinl6i MORINt CA (Isellon Went a Lir
Connelion.. M.hl,.& C.ePrVV, Ni . Lo4mg
ELO&MI-9142[9&kmi%
LLMIakall �,
QuakV, A-iiani Approyed for see .Appronied for use
knpw DOAW
I 2LUMLLIZWI=
aumb2dL2LLLU AwLtudlQLUU km= 2&WM
awl P,-11i INIOn- - W-
11 III-" Or, kw 0.1.1w HVHZ
A.Msiant linw-re
$We Proem kroll triennow - to-
Product cosoidoll CWArM EWDkUDM a"
In HVKZ Out" P,,dn..g P-eii
, �--M-dpl-wrn-
1�� I-Ort'd 1�1- O7d1GQnOZ4 N, yo�
-
N`O - W'"
I I&SPOU
7ft, 7, Onewes.6 GJ-e 64,01i
Ifi, Yes Ne 1414-61
-
Florlical Department of So i3i 8 Pronfessronal Regulation V.,P i d
Building Codes arid Shordardis IOI
ProductApproval Application Detail
-
I
I �
".3534RI - - --- - I . I I .11
- - I I
- I I r
22111 Ealli aill 2C. DAII.Fluditiali. 2"
ZdM vei thdoftunin Va go lWatuAllmr: YnAdellitl ft vi'll" malluld ZSC A-M" ho MAWE
I ZD2.0 P91 ,AlIod- _d ino,i ... I, Ov .t Briki LuIII, TO L-O, � sb-, Or UndN, PE 1 -1A wyrle fOOV&2076 bWWO20 larf�=`2%120 4w-d
fowc,jory, ViAtft,��. (71 7) "s'-s"M PE-Eini a 017)VIr."54
1�1--Pry Ofirri b,Ahg"oh.d Cen
COMP19- %Al EillbrIzvon R.111i tm- �
M.I& renel-d A,d,lber, - u ---a floodd.
pl------ --ol Emane.
L1.11:1.1ULW-ft2i
ii!Al "W BMW 11sawailizaitzle, a2ainLeirsdAiIIII)
1 '-'-o.j AI Mo.
AMKIUWjgtkm AQMWIILgLuu Radial
MuLtg kumfti R.0 w.i utillatitill= Ety4am BAD"
1 n4n(124 No Y. YON IIIIIA,
Florida Department of Buskrei & Profesisionall Regulation
rai
Buli 1,11 ng Cark-s am Ssernands
Tri 1
Product Approval Application Detail
.
- . � -
--
- -
,
FLIKSMR5
s2ft
� I
I I �
- - � -
- - . �
- I
gains pi�
- I - ----
- - ---
-
21111 2sm.
- . �
-- - I ---
I
-- - ---
-
Clear p"Aw
---- - - I
-
M
I
� I
I I
- yono'O,1
rapuat EMSHKSLLW2= YA"Atl-%L
V,IldaW
ERQAMU"
a"
RNPI '21020
AoI
Pick Th-j- Prod. �. �Ooos P . Ay., J lVing � F
OW,112021 Dn,f,55021
0=21,2021
IOV13r=
Appoon"d
L
CO1.0i NoN MIN
p3c)�=,Mg PE�QAV9 I913�7!TrAI555
subcobonli Wn�
offi�.@W'd—
C-lonvill-Proffood! E"ibuintlon Opooft. O,
PlwWvR"i*ic,rdIA,NIW�iwoU��dFloddm
PlOdo.loaril Enion-
LLaita.D.Mq&=
QwWity Aurgannit
Awarrinned for Uso -AAartuaniLfrialin
in Pri,
afti
sod
lnr�l M,dK laurninew . lft-
PrOnerot Conirprieti., ciOrn- lio,ok.- On.
on KWZ
MO1OJdA KVKZ
giretigoor,
P,-,.
I
.. &q.002T&,W Sollin
vootarsdio"OsiI IWO)nm
Per
Yot
III
MA
2
to, irolud-Mialoo T4&qud, Sollift
lOoOit-�-.Wscry 17rll�
Ob
Y.O
nio,
KJA
3
I 4iordeGre"fliffol V111996 13441doola,ii soffig
ventar-Foo-introis" i 21=3 1. TOW a
r�k,
YOO
No
INVA
4
11 &M.'OruPono 9,01
V-L-e���ws.m 'V311zM,
'Or
Y.,
w
KTA
o
. &R.&CnAt. DenAOIrOt 0.171
VOOOL-Poloin.finaotin 12i-ilcm
pro
Y.O
on
MA
1?
I &qI,oi-%W s,-1Oq,s,. &.114
,~-Snid Vni So% IM"i
PAO
Y.O
Orn
NIA
Florida D" irtmeN of Busilm 9 Profinlinsional Regulab on PrOO 1 ,41
Wilding Code � " Standards Pri
Piciduct Approval Application Detail
FW trellklitJ
--
- -
L
I
I
I -
-
.
I
;_,Oft
ii or
P42 -ull
pKtR"AM
Pat
.-N21 V III
coni Erainesp&-ilionne,
Y.Nd" w
kell"I'll. $'A��Od
MAkill
A.
thwere
RI-P000 211V
L V ThIoPon- Ini d1i Tb-p-,. .��,tunn
rpuV C�si- Z.Ohnry R Ipner�
R-n 4 N�k P--
1191`17MA (4� 1 loi
IsP21020
121�20X
APPlowit
r4kotO,, �, -YMANI
i813�20-3,,o PE-7402i
ii?17)317�5454
conexi OnnI
r on Ysir Ori - oOnin 9 - �
lko��Pvnr`n P-1irti A,m O�N ois ro.t - -
hVrI "no 'Al'. I SjOr-
C"M,Ptw� "Pool C'nuallo, Roroc III a
InoiceRegrole,,60ocknion- o-Oodgl-,
PnvIennOole ellornOI
L1611911le III,
aw
Arol-nut tm.". "r-loe v- Him
��kaw
Qualior o-I
ocosset talarejOup
ammmllift-VI AvagnAL91-ft
wille in H"
0.1slas, 1i
Rugg
ftelowwwo
liek"
PrOse-
I
TAWO I Tw Qa l4di Voolwlt, �Oorft w IO
20 pa� mom;'nor.ollowOo, "nor Derre
Q`9I
TOO,
YN
IYA
rj?A
2
TAoWCVovAVorqCIi
26 Vs.
��foai
I
Yes
IMA
-Q�litll$
a
, -RA. i WrI "Ilp and,
Tens a
Pr VOL Oupill I 'nn'loPr-O) innici Pallo'
114,99FIN7111i
Y"
YN
8101
WA
I
lAri fount; Tov 011,Pilljo Aur MO, N,K�irori
no in, spoc loof i'Lirilwor ortir, ball
lo"Vo 111 Jr s6
Yv,
Yen
Ps
VA
BAMELM
I I
--- - -
QM
mm VMOM
N12ML-aym
w.... 2W10
Go., Q�Ctrrc
coriowyl PGOA-9
S'IsCoOrenr Olootno Mo,
C-4ii -M*h-d! ElWoni R- f- -
1-d!.EwOO,.%-E,1kw
LLgmuslLp-rm=
.
21"i
-
almw
16
-,fttk.nb.."
-
- Ule-inry SIM., -SIln-r �d War,
�`a- �"M- "10-0
1 T
SOI*oYak-,ileft, s-Oki, O'"nor all op -
I'll
V,,,--,Rr1,1-el 81,.H.4,-O,�:IPOO--�-4
".
5. -o' Too - Gi sal � Pon p: Von O'Gro,
�
�10
IRI , Eb.ko, Slarn &-p; $sol Si
, r
,
�JAV-I-
A
0WO
Flands Deparlimont of Business. & Inforfersalornatl Reputation Fee. i OP I
Building Codes and Standards IWIsli
Product Approval Applitartiliti Deftil
� - . --- I L I
. - � I I . I . - - . . I ---- -11 I I . I I
11 - . I I I I 1 -- - I I .--- - . L I . I
nfflo-�in - - I L . I I -
11 L I I - - I - L I . --- ' ' - L '"'' ' -- ILL'' . I L I- - - -- 7
.gril.
�9111!11 eni � Ali _ an F"am go
Im Yef$lw MMAO&IO�i cartast �RdneV4%LJCOW va;mm#g Ed -Vddmtd Fac Apple" Porouner! am
91hrointrin 2020 POST rooludirn, j-R-q,K W-40liniolincro'Cli ifia1*011ft OCCO � 'VAL I I ller*20 I I 10511ni 11 1,111 I nillZill, orA-PJ
Coloqui 'Amd., I041)41,36,(IieD � 'ni 54,%ro
SuInCeturpori Wri iroommoticioOndinal
Courvir-ftethoid: Cwtunlri Minii Or Lnni -
IlLillnl-lno
Clureaty moinionue A—,d ho, 11- Atrun-ad for U, Wi 2talla.
lf" P,w,w litirdet. lksdoK of Him 11,1941i 11301wWoo C"Wwrqttmtav in I ouni frodhownt priti
I houww� for- Am Dnors an a winnioes Aluriorrium WAO� ow2-wZW13 Yes w'es Yes NIA
Florida Departinnort of Baskine" III Professional Flegoildlor
P.D. I .1 9
Building C ,odies arid Starclards
lanlil
Product Approval Apprill"tion Detall
I -
- �- -- 7 L 11
'. 1 --... I
L � - I .1
FLA*44.ki , , , , I I
I - ----- -- - --.-
L - . -
- I - - -
I . - - -- - � . - -
Gm
_- - - I . I 'L 1.1-1—
- .
�;- �-� - , :- I - L 7-4�
- - - ,-- - � I -- - I L I I ---------
- .1 I L , - ,
L---_- --- - - L - ' —
enter or
-- - -------- 7_ . - - .
--- ---------- .1 - L I -
-----------;---- , - , -
, . � �- -- , Z -� -- L I
... - -- --- - - - , ;- . 1: I
2a _q&_- aftemdue 994
L L I... .
.
- I
I L
Tva YoWit mamomm
mk*Ltff-&ILUM Y111102II&
V1111011111 119AMUW hwAlia
1%=
for"Osion ?020 Gfif
Michelin ft�ft r1cow trinnorns, JohnW.Mimirveh-PE
0912s)I 0021-2:0 lonwili 12116"2020
APPI
c4owe'. R.04no
(=P7WWT pli� Wti& (SK 772-11I
suloCA,iii Aipmet Oio.ponr
rrrstooapwr�ionoo
C"nornoommiatrion: f- orwou. Relow finnin.
Frolli RNOMMOW NOO111W OO a LoOred nodda
_,
prion, 'ON"Engraft,
LLIULV-aaalltgb"
gki
Amingmulit.11im, hawall 121 M ku--
ROW
Ala wilassizilimillitall-wilill
BMISLOM929M 2mudiw�- al-
hill Stitai
Elounina;
I Gorp.elin"O" RwrOhi"I
FtenolimendRofinored 34sk P."O*�d. r-ne.- OwsrOT17
NO )i NO
WA
horinklo. on-,." "I
Florida Department or Business & Prorreusk:lrral Requiatorl;7
AK, 4 or I
Building Codes and Standards
94,20o
Product Approval Application Detail
I - -
- - .
1, ----
11811"M I I -- - �
- -
code
. I � - - L �- - I I -
� - - - I
L . - - - - L .
, I
- . -
L - -
. I - I - -
[am
. I --
�
I , I
- .
I I - I
gs_- Oi
. . .
.
.
go Pending
- -
-
- -
-
M
I .. .
I I
. L
I I L
-%Rt MIMI plAnIlift-h"Ir:
cils! INS1. !ftitilkill-.11-4 u— Y-11440, ft
YJAOMW jAleMilid
ZN Agarlili
Appia!6I
R11A
Q-4,Oloo, 10.0 Fli Orel Products ii
C-taos Jon#o L Ehu,ke, P-Lie ReArrin W UrOrn PE
OVYWO11ri 011oosm,21
10042010
MaI
Arppror,ad
Call"Orao R"I'll
IWO) ,,S�,tw cialliz" Eno'evAg I 717i 317.11454
SwAr-ollrosunp, R-1i A-ri INIO - On
V�erdftan,=- 11-11*242
[NOwFel P.R.M. Rilosing S�oi
C.-Ini Martini BnOvition Rei fr- .
Fr-- W-noOoO,dA,tJ,fl,i . . ,,-d oirAd.
P-A—ri le,ien-
FILOW5110,1UPOudi
9LAIIII-AAEU111a
AMY"d Far us*
Arporgited tell
kil
polgon
&KAI ��:" . flitift
eiraii lo-ai Conuee aBlat
VFM
o 41 NWHI
29ftligiii
&IIIII-1
3 0 Ordi VorOcil
Allrouroon Ridge Vento for pOureol rai fallinimilOrl 1 MIU31 2 40
Ill.
`II
No
-piell
WA
i O,a-- At.--
Florda Department of BA, Oni & Professional Ri ation
Psteld5
I
Florida Capartmarittof Business& Prolfiesslonall Friguiation
I I O9 I
Bull Idi Ing Codes arld Standarcls,
WOM1
Building Codes and Standards
1125M22
Product Approval Application Detail
—
-
Product Approval Application Detail
.
-
I 1:
I- -
- -
- - -- - -
Ealing
-
-
2"
- -- - I-
21:1 lllak�;Ilna
I
I - I
- -
Mae
L
EW59 "-
- I
Coda
- -1-1-
. I I
I I - - �- -_
I 1 -7 7�� ---- � I
I I - - �� ��-- I I
- , � -
I I I . . - - . 11 I L 11
. I 1. I I . I - � - L I .1 I I :, , I , L �
I , . I
. I 1. L - � . -1-1111 I : L 4 L " L
I I I I I - . � 11 L I .1.1.111.11: . -' 1. 11 I I � L .11,
I I I - - . 11- . __- 11 - I I I L'
Eni Daft 2ft
TL' . � .1
.. �, -. -
L .;
- L ' L . .
1:1: I -
Date Pe
I L L ��
, L . I
L :1,
RM
;,: L , 1
: I - 1 :,I
922122i End,- A-li Yalkildito.k
VA15hibel Z,tM*td
fE Aororeet
-ARMUMA
Rib&
Zeus g7�
flarigstaii
crontri Improper Itucanes, Yzhddtg 13 YWmdoW Subintled
ii Approval
AppinVi
SAVOW
Ank- Enron irAPIJ0 UnPoOmi FIVOoofion Gw-vW Rokoor
lillV211lZill I Il'it""llic2q,
IlAenlm
Apnro�d
On,vison 2T)o
Gotai protection, Prodwis, Li.c.
non Rota"Oon V'&Ker A Tillik Jr,, P'EL Jol W Knedirvion, FE orproarmao utilomm.1.0
I IMU2D20
I 2111 51211 20
strorootor
W)11,ftfo�l sir,nm r X laVn iii NOW
Weeprf Shurnern,
(9I WOri PE-44167 PS4ij 77Zii
I " L'i It AM dI O Q nood L on
sulecatia;orf, air- Pei
linn robintriontiMpleart-wrin
M
C*Mplk&W Method: &.1.05o, Rideat From Or
F quite solippler" Architect or a Licarnood Florida
Proftioniol Ew'Am
Grapy Usureirrol,
Ancro"Offorose
A22LIlicittlarvile,
taim
gigm
ELmdoir?"s
t-mill
PL2tEL2ufim2k2u C.*-t linaiwilio2ii
I
2ubwLh�mz
itualsol
prionjury
-Quality Amounts Ammyed for UK* ADDM�ed
ftf use
Impact
otifta
Rin �oi - -- CO I M, I ��112 0
NO
Y..
R1.
NO
S" a
lieftill Intioda Number or Name
Product D�iptic Contact EViviration Daft in Rvi
outside "VHZ
ROSLWag
E.MSLM
loWinniftin,-Sift" CA 1,1,nm ,i
W,
O`44
WA
WON
1
20 Cape GuAlftrineld-SOlonrl Slono 1evoAp"4iZ
Comuglated Garioninized'Stool Storrin Panels nowreea 12en,= Yes
Yes
Ye's
NA
`-WW-1!o-fO0o,e --,M.oltn�l
W
Y-
III
III
ornarbylOdOst.priwidotrufficano lson.
r .,A
"n ono"I - At" Kon L " A -.5, V1 f �- 1 2 a
r*1
Y-
RIO,
WA
2
24 Gone QoNompiro St"I Mori. P000lloWPOI
forrognould Gateenzed Stool Sti Panel. retained 111'r-Inim I471
or roo by tracan; to pral hunricars, priorriction.
"Ir Pit
Yos
POr1V
FOR plut. 1 11.4.1 CA I w I IZO-2 a
kon Rai K,Oy� TA I -,ul aa" a
No
'J"
Y..
'fee
"111
WA
WA
WA
L-Rd--K.ty T-K IMIQM0
W
Ydt
I/-
WA
Florida Deperbirriant of Business & Professional ReaL=sPw
P62O 1 .1 I
Florica Department or Business & Pircirfossional Regulation
eisolori
Building Coon toll Standards
4.1 =- -
BuildirV Codess larld Standards
10=1
Pioduict Approval Application Detail
Product Approval Application Detail
B&MI
I
- I
I . 11
I I
� I
� I
I I
I I I ' i
I 1 ,��r ,,
� � � � I �� 1. I 1:
I ::I I r: : �': � ! i::� , � ! �: �.
r - :,� 1 I 1 jr I I lIL I ,: , - � 11 i, �,� 1 ', - '
L - �� : ,.r . -��
�
, I jl:j!�:: L F ,�",;�i�,,� I I !:I I 1: i , �: �:: �:: �I:�� � : : . !��
11 ',I r�� , ,i!�!!1!1�1��Ii��Ik�:5
I .
, - 1 l;'4 ,, I � I III ''L. - � i:: 1: �:��:;::�':'!
i
i�:!::�r- �� ;-� ' , - - �� L .::,:,�,:,',,�ri, ,:, 1:
` ,�: '
I � I L � r �, [ : _
it " I �:�: - � � L ,� �rI4�,jij:���:� �,�;�:
�:;;'i: I I I � Ir �; r� , I ,, : I :1
1�m
wiri
2" .9"
pwkll4m
utt
r -
Q20
� I I
:Kw..x
I �
Pat 2-%l Aflarrating
I �
Knift
zm
wrlurp9ilm
ansuami y,lidaKoo by
MWIddlid wAni"4
Lr.AMDUW
LADMD.wa
MAUR
DM yissern graeai
core VA Emkim Is Licarl WOMHUU IV
yodidon wmmkd EcC. 6,
Alroximsed ."U
so'son 200
Ail
- -
%ir.4 L-IO ri E'arna.- So"i". LLO wilarn u riarva, K
1040YOD20 T W-W10.15
l"XON715
1 InIs'702D
Aplxtr,el
R-,.- ?M0 Crorroui Conwori kirwow.,
Ropir" Col. Some A, Orwbvp John How
121111=11 I am SIVU " 12,On,12,720
doe FBC� AWI
callsom S�Iw,OO contoonin-
'421) 7-0-3-1" '401),W-ID91
0409I alrus.01 c-partno,
440)4ZWV70? Pri 03�bllli
Subca-cary: T'.. PIANO,
.-i,*.t--,--
suboaOIDOrrin, F'ruclua5 Intivi A3 R IIII Ot
prioeuroo,tenternovin,
-
C-pi IAOb.d: E,onuourin "noit nnii .
N-ProfirONIOW
Prwuu e,,Ol,wlio,� Ii tity
cwvlt� Protifted: lovoluaw Report liwo ;O
II R.gikti Ar.hiloot or . Uoi Fl.ridr,
mestug ft
P,a--.j F,9-
2wildillf M290a
AMW�dL�tLiag
AMSag-ralbi
uJibitil
Emw
FiLmn4-1111Ptakin
AW
flooki V.-M mulidpolli, AI
bQou-d _rNKI-11119i SMAJAYAKA11ILM-91k
r."hil:
QVNI
hVillsoll
NOtawro
I
1,17,10 Mr-C-00- now, SO-11th OA I-P 11
Wail -�-Oot, J=
!,:
YO,
r 4 "A'
iOA
I Qualft &5503M
hairless new il alaii reer nor ilta
IMISAW gag�O,
2
1W P,',',Oo,6- 9"We rono
�215=14
Mori c'--ior PIO 11 '71124
inc,
NION
NIIIN
12111 leam 1110", "Moor Or Nuat
ptti,aw ittwilliI denwiligrealrigianwillit
In I rowhikk tilih
no*M iNevalto
I
M", �Q�-O'n, Tonto,
,I".! �Poko Moo it".1131o,024
�.
�.o
RIO,
IVA
I rAOkly rytoali or ".noortod'i CONI prowl
Fli Inritstromd Cori LhO111 oweOVI
r R1 YIP
NIA NIA
4
� L-DGAInnon, WO.
W-1.1 �Iloo RIM 1211I
V.,
YOIO
IVA,
rVA
, ,-� 1.
M li r, i - ,
, � 1, - ": _ ,,
, , .
VIpTi REVIEW ASSIST
(
(
FlOrkild Deparlonern: of Mletnew d Professional Regulation
Buildlitrig Codes and Stands rds
p.a.1,011
lium
ntofeusiniess,ol,Afto 464zeview Assist, Inc.
Florida Departine K F2
Building Codes and Standards i d a 6>46=
Product Approval Application Detail
di p tir ev ew completed an
.Is R ,
Product Approval Appli still .
it witb the 2020 FBC 7th
!WBEi I I i
I I
I : I ,
9AViOr
--
� I r I
11 :� , I I 11 I
enter,
I
I I !:, , I
� :
-, . 1 �. - -: ;!� '''111
Cor" Ow. Own, Regains nVo.
. - - � �
- I - I
nuilwim 11 I - � I -
,c � - I -11-e-f ,- isappi pn ce
I � I - - � w"11-1-v, , � - -- -�:7 -, . ,] - � ... � -- � - I fluiretv:100 ��
� I � 11 I-- � I ..; � 11 �- I I I �.
� 1 I - I I L I ,,- :�--- L tr�,i A. - - 18khr'PA4�,J ,.:,
Mft Sdition by � -
-TIM L'susua M122--ism
IIIiat to gralijorl-Aumm �49dntldl Do
YAAAr.1l 2&OI aLiSliwasuri, agairs, Bill
tZlilk
110 loall
am adia puida 2a
cilaw ralatiloor 6 usm P 161HIA,li Ili utwinn Am = hiless, MM 2wu
ni"Ciorl 2o2n- �,A E15 U&O� uc
,�,Ogp— Mr.ri Cure 9cco � CER 11,11-i-D000 Fo:--0� lj.�
I r r a 102K., 14-31-10i T 1W, ia"T APPRI
AP-41W 2110 Alprr"N.Moun, in,
jono Mon WOO R. Loinort BLeron lit VrOdo, li IlliGnOri I Prifii 1, I r or"M OPWAIld
iz..gnor nset-I C-P-e
VOM)124-mll I7W) 315-21-0
Galudlori F- wwi�
r 401n ZO)2`- = Ii 1717$317,804
o�aeqri Ploo[OdOIPIro-nOo--O,O,rn,f
tro " 0 C-, - Y, ve to -
11ubc-laponi: sali
inminOurnflou-nin.,lui
Non, Trinhodogy
cmipliw�-M-thod" F'siuOman Row "me
0.�
Clonsili M di Onnisviii ON" , ti,o-g
ckv. -.9ol-od Allhft.t o, . J-- q-to
PILM55-It"Porou
Pooft-W Eogi-
ftri -h-is-1149-migi Awl
0,*N A �—
pro,ow pe"diran 4LI�1209151hnkAhqfli
4293=919IL911 km2EL Qum
ri QW042 I I-k,wvil Or Resume
FIL0114444ION Bociii
am&_amNL4m AludglatiAmidel, Anagatlaille L"2ad 29ME
1 FliorlQW-ft <�OrOoio. 1, enn,
I � 6, 4 end 1 -1 orhi,d,�, l,O.1 P 1411114041
yf� Yen 14JA OVA
WA M29amufm, termin, ar puma
fludies Mt�4'PC[W in � Ewillill"
I nor lournorrin, SOPO 6gilp. 000n% Ahilon art, GOAV
Orton, Atolirwiln, aclOf "li Verled,04wi Gor.1i 114. Y. No WA
CMU "nor; Worod
SoMY CV11j doisli�od
March 15, 2022 1
-
-*�
a)
a)
C-
(n
-0
—Cu
>
a)
C-
-ii-,
0
=
2
a)
2
0-
--i—
=
0
-0
0
=
CD-
Co
-0
"
0-
.
—
Cn
-I—
0
a)
—
U)
a)
=
W
=3
-0
0
0
-cu
-0
-=
.--
U)
_0
=
0
=
I-
a-
-9
=
0
0
3�:
Co
=
0
.0
=
CID
LL
,,-
0
—
Co
>
. Ln
cn
—
-0
W
cn
E
ii
cD
-1l
M
LO—
CDL
=
�--
CU
-0
so
. C-
-0--O
cn
C-
o<
0!
4
z
z
w
=I
Cn
L.
(1)
E
-0i
=:3
0
0
C-
co
�
M
co
>
0
>
L-
C5L
0
CL
<
L.
-4--j
0
=3
0
0
<
L-
0-
(2)
(1)
-4-i
0
M
M
=:3
<
aiiiiiiii�0
0-
�—
0
CU
"-
"
LLI
�i
<
C
C
(3)
Z
-I
:z
<
-i
a-
.
SHEET NO.
PA 1.1
-00
>
0
Simpson Strong -Tie 2020 FBC Approved Products
Upisi 17I3r72QZ0
Simpson Strong-Tie2020 F13C Approved Products
Up cne ri '2rJ p
Simpson Strong -Tie 2020 FBC Approved Products
Urinated
Simpson Strono-Tie 2020 FBC Approved Products Undri lZrtf�li
W 0
0
For driii Inks to 01 SST appimals 94" Morm CUCK HERE
For drehiniks loatIESSTapprovalslated below. R
For diii Nnics loali
=MR
C:)-
(D CU -0
Fix additional Wormation trigartling Fl3rdas Shatirri Product Approriell System and MernCerfire Counly tiodoe of Aii-puirrin, firicroa. Qli
FIX Iddri. Stetowide Rr*ductPprurovall S)sf- end Marre-Erede Cciurnlyli,loi dAreeptarice (NOAl, !L� rJOE.
Forrulditkirral inkenaii regarding FloriflasStelowide F3Toduc1ApphfqrdSy%iem and fifirsem-Dede Countyrrortke clActirphwes, I400c. -a JLZRT�
10
I
in=
Ugaallldz
FL&a&66
FLJd2JMR5
I I
H US, HUSC serii hangers
Face -mount hang era available in vAdth% ranging from 1.518' to Sm
".
W1 6' and heights ranging from 4-6111Y to 11 Concealed flange
.§Sgl
Product Migglel. Number 2[ Name
Product Model. Number ic- Name
Eriggluct og-Fetidlisign
2W
Puggal-,Aa2dial. NMMW or Naring
Pn2ductgt�2dntlgn
version �PUSC) rivaiable, for models having width squatto or
1
Tfi Stainless Sleet Concistaus & Mavoinry Screw (TTN1S)
114 d i am ete r Tien viter 1 P teres --Lee I Pra e a nry a,- rase
I
A2 11, A23, A331 A34,AS 45, A,44
Anglei5
I
ET, BT5 BT
OTck Ties
2
(3)
2
APA-21, APA4, APA6 APVA21, APi APVAS
ajdoorAcccrufs, Angles
CM I rMST1 a Cril 6
Called Strapa-
12
IUS series he ng6F5
Fraois-mount hangam available in widths ranging from 1-718' to a.
0
s
APB" ArRB44R, AP1,1266, APBSGF_ APB88 AtoalISR, APi-A-010, APU1-040ii APV_-'A�
Gutdoor Accents Post Bases
3
CS1 4, CSi 6. CS1 8. C-S20, CS22
Called Strai
'48" and heights ranging from 9.1,10 to 16'
0 LL
ELSO-t8i
APVB44P, APVBM APVE166R, APV888, APV888R, APVB11110, APVH1Or,0R
"2RA
4
CSHP1s, CSHP20
United Straps,
13
LGU$25-SDS, LGU5 25-SDS
Facts -mount hang firs
= -
ICU 0
CU
4
APIXTZ41 ilv�L)j f2R-4, AP0JT 2-e, APUJFr2R-6, AcFi1DJT2-4, APIii Afri 243,
OutdoorAccerts Ofick Joncras
6
CTS2118
GompresWri,11 imi Strsp
14
LLT24, Li LUZ5. LU210
Face -mount hiargess
>
Iga
Product Mlei NumWa&_N=
APVDJT2RS
a
DISP, SSR TSP
Stud to Plate to
15
LUCIrA7. LU021 OZ
Face -mount hangers
-0
0
1
SD10112DEB
CutdocrAccems Connector Screw
ZZ
APHH4% APHH46R. APHH1610, APit-iii
Outdoor AcceertisHeavy Hanger
7
H1. HICAi H2.5A, H.. HS, H7Z HIS. H15S. 41�2, Hli
HufficareTies
16
Li wries bangerN
Face -mount hangers available in wKfths tarrignig finorn 1-011,151 4�
U) (3)
1-
2
SD91112, SD9212, SD10i SDIO212
Strong-Orrive SID, Connector Somew
a
APL4, APLF, APT4, AFT8, APW4, A.Pi APV74, APVTS
Disdoof Accents L and T Beam-�oColumin Ties
8
HG7-2, MT-3, HG`F4
Heavy GiderTiedcviin
fa'and heiginfis ranging from Vie 10-1501
U) Co
0_
3
SD91 I 2SS, SM1 2SS
StrowDinver SU COrn series SS Screw
7
APLH24, APILH24 R, APLH20, API-i-26 R, APLH 21 G APIU-fZI OR
C-itcloorAccerits, Light Hangers
9
H 524
HuricRne Tie
17
NiGu3tiIi MGUr515-SDS, MG MGU5�tti MGUTOO-SDS
larogers
4C)
Co
C:)
4
211 4� SDCF22-
SDGF22434, SI)CF22512 SOCEZ ?00, SDCF22058, SDOF221014,
-Drhe SW -C
Strong �P`rinnber IFErrew,
a
RVLZ
Brick Vamer Ledger Connector
10
SE -2-SM. HES�1-3-5D,531 H S4-SDS3
HSS2- LIS 1 5, HSS2 S
Stuff Shoe
Heavy ,
IS
MU fiernes hangers
Face -mount hangers available in widthis ranging from I.Vlifii'tro 5-
SDCF2211,14, MCF221-334, S0CF27igi SDOF272358
Q
CBT2Z C-3-4Z
Gurci &-am Ties
11
HST2 KP;T3 HST5, iST5
Straight Straps
Ila" and heights; ranging from, e-15MV'to 1 gu112.
5 SDCP,22434. SDCP22512, SDCP22014, SDCP�221()i SDCPi SDCP22912, Sgrorig-Drivie SDCP Timber-CP Screw
10 CJT3Z, CJT47, CJT5Z, CJrT6Z Coricealedfolip Ties
112 HTS16, HTS20, HIT��24, HTS28 HT,330, HTSCi Heavy TwisirStrap
19 111 MUS28 Face -mount hangers
SDCP2211 M, SL)CP221 134, SDC P271 4100
11
DJT14
Preak Joist Tre
13
HT,5Cr1cKTZL HTS_12QKTZ
Hsiv y Twat Stfap
2D
SURL i SURC, eatrifishargers
Skewed face-mi hangers available in widths ranging from I -
6
SDHR27400, SDHR217i SDHR31400, SOHR3!614
Strona-Drive SDHR Combin4i Scri
12
IDS
Do, Wait Stop
14
LFTA
Light Floor Tie Anchor
Wril"tc, 3-WISrand heights fartiling from 3-itl 6'to 134Nit"
7
SDS251 12 M)S25134, SDS2520i SDi SIDS25300. 5-a-1253112, SDS254121
Silarg-Citive SGS Heavy -Duty Connector Screw
-,3
FG4, ii
FrarintogClips,
i5
LSTP.9. LSTA1 2. LSTA1 6, LSTA18_ LETA21 LSTA24, LSTA3G. LSTASS
Straight Straps
Concealed flange version (SURC, SULC) available for 0 double
3135255001 SDS25601[t SD3258M
14
FWANZ
Fcundaton WarkAngles
16
LST1449, L81173
Straight Strmps
2X and 4Xmorl only acute flange is concealed.
8
S0625112SS, SDS252C0$S1 SCS25212SS, SIDS25MOSS. 908�_531 2SS
Stong-r-i Sri�_-- Heravy-Outy Connector go, Screw
IS
CAI. GA2
Gusset Ar&�s
17
Ll"SX) i-T840
Bridging
21
ti se6iss. fiargers
1-90Wto
9
SIDWIF2716 SDWF272CI, SDIAF2724, SDVVF2726, 130VIi
Sloorgi-Drivia SDi Floor -to -Floor Screw
-16
K2A,H2_5T, H8, HICA-2, HlM,H14, HGAIO
Hurricane Ties
t
LTS12, T816_LT1_i1i3,LTS20
LightTysstb-trap
friend heights tan ging from 2-5W'tp 11 -1/4",
17
18
HCJTZ
Hi HH6
Heavy Ctincmwaled Joist Ti
Header Hangers
Ii
-XI
MGT
Ili MM7, Ni MS�T6C, MST7�1
Medium Girder Terri
Straight Straps
FlUX10007-fit
19
KESIZ
Knee -Grace Staulizils'
21
li RASTAII 2. IVSTAI 5 IOSTA-8, hiSTA21, MSTA24, &VITA30, "ASTk3e. MSTA149
'prok
,;hit Straps
FtM0W._-R§
20
L30, L50. L707 �90
Angles
22
MSTC28, M$TC40� Iti Ili
So Oil& Straps
§1LJ
EMduct MO. NumtUqi
Emguctpe-dwga
21
LCE4
Past Cap
23
1,11STCAS93, IIIIST'06i
Pie -sent S"Itua-Ps
Seq*
PEgduct Model, Number or Nanne
ct QMrlptlon
Erwrilui;
1
ATR&8, ATRUZ ATIRM, ATR&4
I headed Rods�
22
LS30. LS50 LS70, L590
5kewable Angers
124
Ni MST130, MSTf4a, MSTIW, 1,445r] 72
NIS712
swaightStrepir
1
EA &eries hang"
Top flange hangers avaralule invAciths rainging firtim 1-90le'lic 7-
2
ATU05, ATU08-2, ATUM, ATUDSi ATUD9,3, ATUDI 4, ATUD14-22
Aluminuin Take -Up Device
23
LSCZ
Connecicif
25
MTfi bITS-16, i risl8rX irv7S,�4cl, mrli.ir',A, 1018311C
MediurnoenetSirap
IM" and haphria ranging frorri 1-1/iii
3
SPVS-2, BP1,Q, Si BNO-2, BIP51i BP3M, BMAA BPRTUD3-4
Bearling, Plates
2A
LSSXV-3LZ, _SSJ�VRZ. LSSJ2E-Z, LSS)28RZ ro�,SJ2 ICL7 LsSJ21 ORZ
Fund Adjustable Jack Hanger
26
NCAWO�12, NCAZi NCA2alf,, Nii -1 e, NCA"- 121- 16
200
Bridging
2
'BF
EX, series hangers
Top flange hangers available nwidthis ranging from 3�&Wtti 7-
4
CNIIIi CNVVI f2. CN%i C NW314, CNWW-1 i2, CNW229i
Couplartluts
25
LSSR1 al, LSSR2 1� L_SSR2.37, LMR2.56 LSSIZ1210-2, LSSR410
Field Adjustable SlapeablelSkew;f1blee Hanger
227
RCV%i 2- RCWBi 4
WallSiacirig
116" and heights ranging from 9-1/4" to 24'-
5
CTUD55, C�-1.065, CTUDSO. CTUD75, CTUD76, CTUD77, CTUD87, CTUDi CTUDi
Coupfing Take -Up Device
20
LTP4, LTP5
Tie Plates
2u;
RPSI S. IRPS-,2 2, RPS218
Repair Plate b-trap
3
ErF series hangers
Top flange hangers avallable irivridthe, ranging from 1 -1.7'to 3-
z
CTUD98, C-UD99
27
ML2-,Z, LIIL�47, PAL 28,7, M1.287, MI.2107
Angles
2g
RSP4
Spol to Plate Con ruiiCIDr
15iiih, and haillifir rasolng from, to
6
HZI, N4. N5. 1`40
Heavy Hri Nuts
28
MMH8
Ritrif-fia-Doi
$0
SPI � SP2, SP4, SI-Z, GP8
1-cmd Plate Tie
4
UGHF sones hangers
Tap flange hangers available in writhis ranging from 1-314" to 3-
7
RTUDi RTUGSB, RTUD4, PTUD4S, RTUQ5 RTUDO, RTU07, RTUD6
Ratebefirig Take -Up Device
_Q
Milli
Hinged Rout Crinbectar
3n
SPH4. Sli SPHp
HeavyShid Plate Tie
W" and heights ranging from 9-1/4!'to 24'.
8
TUDg, TUC-10
Talice-UpDovice
W
10,10.1--ti Miiii IAMILU251 MNLUi MPAU-2111), Mlivil-U1211. MMLUr-:,V, PvIMLUI-,I-,
Face -Mount Hangers
32
SS1,5, 5S2.5, S5�, ZS4.5
Stud Shoo
5
L�,5 EG7, FG9 set" hangers
Top fifingo hangers available in wdtha ranging from 5-114" to
9
TUVV38
Talue-UpWasher
31
PrAr,si
Root Boundary CAOs
33
Sro, Stu, "nTzz, Sf 2112, S1 21,22, M-2� 1c, 51`-2�1 5, s f6215,
1,31safght Straps
4ing from I Vtci_�2 IrZ'
Ti and histints renL
10
1
31WILliPlift Rod Ruir Tladawn S�nworrr
32
RS1`-3
Root Tia-0,own
3d
T820,18:7, Ta3a, TS36, 7242. T448 11154, TB56 TB80
Teri Bridging
6
E30 series hangers
Tap Flange hangers available in widiffs ranging from 3-618" to 7-
,it
URSA
if.?' i Rod Run Tledown Sys,.ern
K,
RTC=, ffrC42, RT,--2-7, RTC44
Rlri Tie Connectors
15
TIAI 7W812, TWR14
ViVall Braciric
Iiiii and neigh% ranging from 11 -Irill 32"
12
URS5
5fir" U bift Rod Pun 4nedowni Sysern
3d
STC; S] i DTC HTC4
T rui&s C I Pis
35
VQT, VGTR, VGTLr
variable Pilch Girder Trecinvin
7
GLS series hangers
Saddle hangers available in WdIfis hsr);�ng fram 3-10411 to &718"
11,
URSO
:�4'Uaft Rod RiltriTkidownStys-em
3S
TX37, TJC57
71 Jack Cl 1
37
'iW,1 OV01i OW, WRIN-, 1119i:VC 14F1 43C
vfdall Bracing
and hinghs thingfirrill from 8-1/2" no 2R',
30
ZZ Z4.Z44
Panel Slifer er Chips
6
GLTV series hanigiii
Top flange hangers available in widths ranging from 3-1/4" to Z-
118" and heights rang(nlilm 11 " to 32'
FL#10441-R6
FLMM1-R&
0
11 S ser tes hangers
Top flange hangers available nwidths, ranging from 1 -9116" to 7-
FL#1 0,447-05
TU` and hi hits Fero hig frorn 8" to'_10'
Aku
Emdual mid, My rn Du 2E No me
FraguottDiffilp;Wlion
§&ql
FrogaZilifigdal Nuli or Name
pr2duot QMription
I D
HGLS series hangers
Saddle hangers available in widths ranging from 5-114" to 5-7W
t
DIT2
Hold-down
kg*
Product Model, Number or Name
Product Description
1
CBH2.a7xS 5, CIRI-12,370 63. CIGH2_37.9-79-
Concealed hangers
and heights ranging from 10-112'to X'_
2
HUC1 Of4, HDCI Or22
Hold-down
I
AHEP
Adjustable H ip-End Connector
DILI, DHU, IDHUTF seress hangers
Face -mount (DU, DHU) and top -fange QHUTF) hangers
11
HGLT iseres hangers
Top flange hangers available In Width$ rani from 3-1/4" to S-
3
HDQ8, H HIM 11. HHDQ1 4
Hold-down
2
IDSC2R-Si D.$C22L_SDS3, DSCsR_SDS3, DSC�51.-SDSLI,
Doug Strut Con rificto fs
a4ailable invidthsrargin,2frosin heights
7la" avid height ranging from 7-IC'tc 37'
4
HUU2. HDU4: HDU5, HDU8'J_IDkJ'l-L HDU14-
Hold-ticIvin
3
G 60
Game Blace Connector
mr,49*9 firom Q-10 to' 211-15i'l
12
HGL TV seines hangers
Top he nge hangers ava liable In widths ra ng ing from 3�1 14" to 7-
5
HPA26, HPAi
Sirw�style Perlin anchor
4
HCP1.811. H--P2, HCP4
Hit, Correr Piaui,
3
HGU3_03-_QD8. Hr��.25-$Da 1-iGUS.50-SIDS, HGU71 25-
Face -mount hangers
I fil" and heig blis (a ng Ing from 1 #'to 33'.
a
LSTH08. LSTHD8RJ
Sirap-stirlie, hold-down
5
HHRC2-2� HHRC42, HHRC42-2, Hi 01, HHfi HAR05 251321-1 Hl4RC5 3743 TZ
Heavy Hip to Ridge Cc irruicters
SDS, HGU9.0OSDS
13
HIT series hangers
Top flange hargersavalable rn widths ranging from 2-5M6`tci
7
MASA, MAEAP
F(mindaton anchor nhi
HHRC66
4
HGUS *Fui hangers
Face-trourrit hargars avrairbi in wdths fan gIng from I -FUi to 7.
00 6, and heights ranging from I W, to 29".
a
MPA132, MPA144
Strap -Are purlin anchor
6
fiRC1 -8-1, FRC22
Hip Ridge Coo nedoi
3,18" and heights: ranging fri 5-51WIta
14
HUSTF series. hargers
Top 'arigepst hangers available in widths ranging from 3-1 Wilm
9
PAIS. PA231L PA28, PA36- IIA51 PASS
Strap=atylia purlin anchor
-
URU26, LRU28. LRt 121 Q LRU21 2?
Rafter Hanger
r
HHGU5,215�.SDS, HHGO5.50-SLIS HHGU5 GZ-5DS, HW_-,U7 00-SDS HHGU7.25-SDS.
Faca-mouthr hangers
&Wle'aund heights ranging from 9-118" to 13AM'
10
Ili PAIZr PA128� Pi
Stratio-style pur lar anchor
8
LSL126, I-S-SI-128 LSSJ210
Light Sti-preableirSkeemble U Hasgev
HHGIU9�MSDS
15
HUTF, I li Rieriers hangers
Top fla n9re hangers available in widths ranging from 1 �Si to
11
STHDIO. STHDl0RJ
Slap -style hold-doriuri
9
TBI-4� TBa
Truss Bearing Enbrioar
6
HHUS26w2. HHUS282� HHUS210-2. HHUS46, HHUS48. HHUS41 0, H HUSb_W10,
Face -mount hangers
111'' and heights ranging frorni 1.111 r1p 16'. Conceaked flange
12
STHDI 4, SPHDI 4RJ
Sbap-slyle Imid-oavr
10
TC24_ TC26 TC28
Ti C I is
HHUS7 26-119
version riILICTF� fairellablo Wall throdee; haviing widith equal to or
11
THA29, THA213, THA21 8, THA219-2: THA_M�Z THA413, -HA41 8, THAG418, THA422,
Aidjustilble Truse Hanger
7
HSUR, HSUL, HSURC, HSULC annes hangers
Strewed facternourt hariCacin; aviiniaL119 invwthia ranging frohl 3-
greater tun 2-WIli
THAC422 THA426, T HA422-2, THA425_2
-19" to 5-1,1 and ha�ghbi ranging from 4-314" to lb-afil"_
18
HWP sores hangers
Top fiange hangers available in Widths ranging from I -9116"to 7-
12
THAII.81Q2, THAl2.0dV22, THAl2.12-1, THA1222, THAI322, TIII THN422
AI]ustai Truss Hanger Sizenfor Worqfs
Concealed fainge version (I-ISURC, HSI available or all
11" and heights mingling fromi 5-316'to 2,61'
13
THAL422, THA114"
'7tkiwasni Hanger
-doubts 2X and 4X models, only acute flange is concoaledir
17
HWPH series hangers
Top Flange hangers available in widths far ng Ing from 1 .911 8'tD 7-
14
THJA2i LT HJA26. LTHINIA
14411 Tii Hangers
8
HTU.�e HTU2S, HTU210. HTU26-2, HTU28-2. HITU210-2
Fatte-mount hangers
112" and hi his ranging from 54Wto 12'
15
THJM2 4-SD433, THJM2-"DS3 THJU26L THJLJ28-W
M.Rti Truss Hasjers
9
HU, HUC series hangers
Face-imours hangers available in %vii ranging from 11-9116'bc, 7
18
ITS series hangers
Top flange hangers available in virchis rainging from I -9116'to 3-
16
TSER2-24
Trues SIpacer-Restraird
M22" and harghtfir ranging from 2w!i`;Wto 19-V4'- Concealed flange
fdl" and heights ranging from q-116'10 16'
17
VPAi VPi VPA3, VFA35, VPA4
. p[trul Cortmotoru
Variable
version (HUC) available for all modars having width equal to or
10
JEI seenes hangers
Top flange hangers -available In virdth -of I,li and heights,
18
VrCR
Valley -Hus's
onratter tbs. 2-9/11
rang Ing from 5-3/8" to 7-114"
10
HU031Vd)-SDS. HL[001,8VII S06, HUC0,10i HLICO210-3-SDS, HLJC03',O-
Face -mount hang ei
20
JSA seiries hangers
Top flange hangers available I" -rildth -of 11-VIe'virid heights
SDS, HUCQ41tt-SDS, AUC0411-SDS, HUCQSL25Jg_SDS, "126"1 '_S�S, 14LC0610-
rang log from 9,V1 V'io I 1�1 16'
Ly �, H :XU t� 12 S 0
EM=
Simpson Strong -Tie 2D20 F13C Approved Products
Updated !2130,201
Simpson Strong -Tie 2020 FBC Approved Products
updania 25VI02D
Simpson Strong -Tie 2020 FBC Approved Products
Updated
Simpson Strong -Tie 2020 FBC Approved Products Liberated 1Z(9J00-j2Q
om
Fix dred Inks to WIT SST approvalis tftd below, §.�K
For d1i Inks to all SOT tipproth 14e4 below �,L r �K
For dii Inks to ed SST appro"Is Wind boli�K,
Put rilmicI Inks to all SST approvals isti b6ow, "&,H He
For additional vilermatirin regarding Flxi�dlas Stitinvide Prockli ApprainiI Systern end Memi-Dader Counly, Niskir of Acceptance fROA), fLLCK eHr
For c,�r.��,rtptanco�N�,'A��,,�lk�a E
oAccishai IN
te Tariff 0A),
21 LB series hangers Top banter hangers available m trinifth of I �9111 Viand heg -As
FLA" 14681
18 StLBV' �562 SILBVI.81� -S.`U3V2.06 SiLEV2437, �VLDV2,56, I-Li3n/2.613 SA-13V3.1 2. Trip Flange Jmt Harges,
5 SET_XP Ad hesirve Anotior for corcreal,
f Ingung from 5-W8, to 15-Iffe,
S(LBV3 58, SILSV3 62� SILBV4,06 ST BV4 12. SAUBV42�'SL SfLBV4.75 Sri BV.".50
6
Strong-Lalt2 (STS2, 9117924SS� STB2.13SS)
Strong-Bot 2 Wedge Arisftirlar concern available in carbon
22
LBAZ series hanger is
Top flange hangers -available in widtlin of 1-61`16" and heigite
Atu
Proluct Moi Number or Name
ym'guot porii,,nnifign
.11
SIL [ TLIF DDT 7 2Z, V1 H714, lIT74, 11 TT$
Holdosiss
idisiall a rid Ty" 304 slid _1T,5 still eforrosel
ranging torn 9�WIry'tr313,I1W
I
I, HUS;�l (3-a H HUS21 OA
Jol-4- Hanger
20
lSiltl S700, OMST77 2
Straps 118 mil (10 ga)
7
71brin HID fTHD-H, THD�HMG, 7HD-H4SS,7HD-Hi THD�CS. THD-C%W
Tilde H D Heavy Duty Screw Archer for concrete and mascint-V
Z3
LZiG3 LEG5. LEG7 serfas hangers
Tolpfamite hangersavarkabjewrifitiLms rainging from 3-11a'Icr G-
2
HIRS6. HRS5_ HRS12
Strap Ties
27
SP4, SIPS
Stud Plate Ties
avabbIevrillth hex head in carbon &-isaidardlTypi 304 and 316
718" and heights ranging from 11
3
HUG0211i HU00210-3-SD�r HUC0310-S-;S
just Hanger
r2
SSP, DSP, TSP
$Wit Plain, Tcus
stairilli steri or with countersunk head in sirbonalarel and
24
Ill MEQ7 series bargains
Top range hangers available inadhis ranging from 6-114'to 0-
4
THQ52,TF*B'i,THGBH',? FQBH,1,THrBH4
Joic, Hanger
23
'TrI [ITIC
Toss �lC lip
Type 316 starness steel
718" " heights ranging from 9'W
5
THGQ2-SDS5, TH G3-SDS4 5, TH.;QH',�_SDS3, TH0,0H5�SM4 5 THGQH4-SD&5
Harger
24
78D22
Truss Grace, Diagonal
8
Titers HO Rod Couple, ITHDS7634RC, THD50934RC)
Than HD Threaded Rod Coupler for concrete
U)
25
MIT series taingers
Toliefirmile hangersavailabair in vitalths ranging from I 411610 5-
e
7Hr,3W-3,7HG1A(1-4,, THGlAi TfiGltii
Jest Hanger
25
TJC37
Truss Jack Connector
9
Titan HD Threaded Rod Hanger(THUG' 2515LRi THDB31155RH, TH.Da-7212RIH.
Tien HD Threaded Rod Hanger -for concrete
Viii" and heights ranging from I-'X' to 24"
THOY-2URF1, THDIC212RHI
26
P, FIFE, PFQB, PFDSIB serves hargem
Top flange hangei aritailabuir to width offl-9716'and hii
10
Viii-rige-All MIA)
Wedge -All Anrphor for maepti
rang log from 3-5ifi ' toi 7 If8"
FIUrHi473,-R5
FLOI 3904-RS
(D
27
28
FIR
IJVP sates hangers
Ridge rater cannector
Top flange hangers available in wifths, ranging from 1 -gr-s'lro 7-
Ja_X
EWuct MMI, Num ka or Name
ProcluctDow
S #
ag__
Product Model, Numlar 2r Nam
EIRAIZ22imli
PMM2:R8
1/8" and heights ranging 9-H&I'lk, 3Z.
1
GETAI. 20
Double Eml:red,�Aist Truire Archo
1
CC�)T,13 62� SDSHDG, CC' QN1AAZ,9DSTlX,, C,70Y15,50- SDSH0G, CrTQ1A3.d2-S[r5(5,
hillinscory Per Caps
2
K�I'R. P01"RH L, FQ,,I'RHR
Girder Re troft Anchor
COTON44 82-SDSG. CCTQM9 5II-S-ESG, CCCCIV13 3'2-MSG CCC W4,62-SIDSG,
2&9
PE2999 M2991- NUMP:KSLUM
r-ludgla amclatiou
3
H16, HISS. HI&2, H16-2S
Hurticani
CCCCIVIS 50-SI)SC
1
AT . XP
AT-XP High-Shength Acrvk Adhesive for concrete or masonry
FL,#i 0660-R5
4
li HIPTA-16. HETA20, HETA24, HETA40
Embedded T russAn rhor
E-CCLQM4.c2-c-,cKT, Ecc;L-W5_50G-KT, ECCLI_QMD3.62G-KT,
Masonry P�et caps
Eli
ET -HP Epoxy Adhosivefor mussonly,
5
HETAL-12, HETALTS, HETAL��O
Embedded Truss Anchor
ETXLLQML)4.62G-KT. E[XLLQMD5.16VKT, ECCLRQMl)3&2G�K1, EWLRQMDi
3
SCT-XP
SET-XPHigh StferigM Epoxy Adronswe for masiorry
Pinguidam=0
6
HGAMI0, 11-Itlig
Masounii retrofit connectors
KT, EQC1_4QMD5 506-KT
4
Strong -Bat 2 (ST11321
9trong-Brift 2 Wedge Anchortar masonry
I
2
ABA44. ABA"R, ABA46, ABA46R, ABABi ABA66R
ABU44. ABU44R, A BUi ABU461R, ASU5-5. ASU5-13r ABU65, ABi ABU66R ABU88,
Adjuslatle Post Pace
Adjuslafle Post Base
7
8
HHETA16. HHETA20, SHETA74, HRETA40
LOT2. LGT3.SM 5, I.GT4-SOS3
Heavy Briluedded Truss Anrhor
Girder Tedowr
a
4
HGUM5 715 HGWA5 50 H(3UrV17 (i H13UMJ`2'_ HGUM9 CC
I-GUM26i LGUM263 LGUM2&4 1 uUM28--i LGUM2V,3 GUli LGUf%l
Firravy Masonri, Hangers
Masonry Saturn Hangers
5
6
Titen 2 CffN2)
Titan HD �11111)Hifi THD-H&SS, TH 0-C SOSS)
Then 2 ScrawAnchor for Concrete
Tftn HID Heavy -Duty ScirawAnchor for concrete available In 304
ABUM,AaU`TQ10.A8Ui0IOR ABU1212,ABLI1212R
9
LTA2
Lateral Truss Anchor
LGUll C 3. _GU?Vr_-1 0-4, L43 U NW IGUM4& LS LJ N441 0
a r 3 18 stor initi se, ef vith hex h edi ecd 3,16 stainless steel win
3
4
ABVV44Z, A3W44RZ, AE�NOZ, ABW46RZ, ABWi ASWOR-7 ABW7�7
ACA, A04R,Ai ACO, ACOR� A0_=6
Adjustable PW, Base
Post Cup
10
11
MEIIA12, Iii ME7AI834ETA_C,, flui ME7A4O
MSTAM24, MSTAW8, MSTCM40, 14STCV30
Embeddi Truss An rhor
StrainTle for Maso"y
5
MISHA312M2�,i, fIHi`Ut3-, ID11.2t,, N18KA3,536,7- 25.
MBHA3. 511 68, MRHA3 56M4, Iii 50115, FASHA3 561116. M8HA5L_5Qc7 25
hilascory Top Flange Bearn H arip"
7
Tram, Turbo (TNT)
countersunk head
Titan Toft Screw Anchor for concrete or masonry
5
BC4, BC4a. BC4R. BCS, BCSR. BC& BCS2-2J4. EICU-3/6
Postcap
12
MTSM16, MTSM20, HTSMI)i HTSMO
Twat Step for Mawnry
MI3HA5_fiUf9 25, MISHA5,50ill 25, MEIHAS.513il 1_8S, MBHM 5&114, MBHA� Si
6
Cai CFW, CW, CM, COSS
Embedded Column Baras
MSHA55WI8
7
C_BSQ44-S0S2, SIDS2, CBSC8e-SDS2,a5S06ir
Embedded Colwmrt Base
6
MBI-rJ3Le`Gg.26, I`OEHU�5&1 Sli foISHU3.66i'14, M6HLQST6bi16,
Irlasorry Beam Hargers
FL#IM7-N
8
CC, FCC, ECCU'Seres
Sichisei czIumn capowith W1 ranging frorn 3-1114" to 9-1t7and
FL#J_1l400-R5
MBHU-1 %118, METIL15 6011 MBHU5,6CM 1 25, MaHU5_50il 1 S& MBHUS Sam,
>
VV ranging from 3-"" to 7-112"
MSHT5 50,16, MSHU5 50118
qjig"
FMOUgt Ngdel. NUMPIr or Nagill
PimIguotpMrIptign
0
9
CCID-SIDS25, ECCO-SE-62 5 Sarlas
'Sorrrivadl cc lump caps with WI ranging from 3-1?4i'to 9-4. r7 and
AW
Emaligi MQ921. UmmkU4LURM
1
>*4S1 01 �i KI S1 0 IA� XI BI DI 64K n ISI Of 8, XQ1 61016-4 K
tW ranging from 3-5/8" to 7-102"
1
VTT I z
DrookTansion Tie
Drill Point
>
10
CPT44Z, CPi CM88Z
Coribealid Post TM ease
2
HDIZ 11019
Balked I-loki
2
XL01 1 4TI 224, )TJQI 141311224a',K
#12-24 Strong4)rive XL Large. Head Metal Self -Drilling, Ta piping
11
12
EPE44X EPS44, EPB48, EPBW
FPS4Z
Embedded Poet Gave
Embedd ad Porst Base
3
4
HID35�F055 HD7a HD9B
HTT4, HTTf, 147715-7dt
Bolted Holdawris
TersionTies.
Sag 9
Product Modi Num bar or Name
Product Description
3
XIVfi)1 lllejl'_f�4, KNI01 14al'2224-12K
Screrre with #6 Dull Portland Large Diameter Hex Washer Head
4412 24 Strong-Crive)KAI Medlurn-Herad ruhrull Sislf-Diillirfg,
0
<
13
LCB44, UMM
Embedded C-clurnra Base
6
LTT19, LT172i LTTI31
I-Vit Tension Ties
I
SD�V=3w-, SDW22,33a, SDVi2ZZ4-_-a, SlJ1A?22,PS. SDW_225OO. Solifir_17SQ0. SDW=6U�
Stiong-Drive SIDW Eiii and TRUSS -PLY Screwu
Tapping Screws wilih #5 Drill Point end Medium Diameter Hex
14
LPC4Z, LPCSZ
Light PostCap
SDW22`60,41
4
XQ11431 224, X01 14SI224-2.51ii X! 1,,li XQ111 2S1224. XQ1 12BI224-2K
#12-24 Strong -Drive XMietal Seff-Driffing, Tapping Screws with #5
41
15
MPB44Z, MP686Z, MPB88Z
Morrientiorost Base
2
SDWC15450 SOWC156011
Strarro-Or" SDWC: TRUSS' Screw
Drill Room
L)
16
P8,44� PB4,R, PB4i PBi Plif$bFi
Embedded Post Base
E611i
-,
SDW,H9-5OOi)Bi SDWHI0400DBr �_Ulinii IWOODE, SDVIJI�l 91001
$Irong� OrNoISV01H TI Ni EX Somi
5
X�J34S1016, XU342TO16-W
;Ii Striong-DrivaXiJ Metal Self -Duffing, Tapping Screwswith
=3
17
F3S44A, PUSA6 PBS66
Embedded FcAt Pase
4
SDW11,2740i SUM.42760i SID'i'VI-127801i SUVYH271000G. SIL)WI-127,12OCIG
Strong -Drive -90WH TI M8FR-H EX H DO Screw
#1 Drill Point
_0
is
Pave, Pi
Robud Post Bas�
Prad1UZQlgrqdp1i2n
5
SD19;Sri62I_, SDIA,$16300. SDIi 6312, SDOrS16400
Strong -Drive SDWS F RAMING Screw
19
PC4446. PGA-3i PICAB-16. PC64 18, POW-16. EPG44-16. EPC46-15, 9--C4i
Posi
1
5954&2d� �E;87I`Sx2rl, SB1x3O
S6 Avithur Bolts
C
SIDW-Slui SDVAS19i SOV-A224DO.Sril.vS-.2-,M,SDWS22512, S96,922WZ)�
Ssong-DuseSDWSTIMBER Scievitrarmim Grade)
0
FPCId4.16, FPCOSA115
2
SSTB1 6, SST820, SSTK14, SSI`82��, SST934. SSTS313, SSTB1 61., SSTB2UL, S81-1524L,
SSTS Anchor Bob
SDWS298i SDWS2_290113, Wiri i SlYi 100, SDAi 200 Sl7li 5DO
ELEU29-M
'20
Pi Pi PC5Z, PCBRZ, P08Z, Z`C,8RZ ePC4z, litPC4RZ, EPL-Iaz, F-_P(-zRZ -ZPCSZL
paFt Ca
S-SITI328 L
7
CKJAIS2231)i eiDIAS22400DE1 5l)W,2?800Er.,
'Entiong-Linve �3i I MBER sicrew (Exh-nor G rede)
FPC.6RZ
SDWS221 000D8
22LI
Product Model. N um bar or Namly,
RroductDowdlit=
21
PP844-4Z, PPi
PoGt Rzse
8
SOWS22312DUB, SD,,PJS22512U68
Gutimor Accents: Structural Wood Screw
1
DSSC943 �, DIRSCS46, DSSC94lr DSHS
Bypass IF raming Drift Strut Connector
22
RP?Z
Retrofit Post 65su,
FL*11 38T_�PM
9
SIDM273009,;r, SDIMS-274i SDWS275i SCANS27fli SDIAIS�2/80DSS
1.101i'W5271
Striong-Dwis SOWS T I MBER SS Scivic,
PC B415 FG845, 5, i B47r 5, FCM9 5, PC B411.5
linipass Framing F bai Connector
U)
01 5.0WES21, 120GS-3
3
FPHSD3451016, FPHSM4Bli FPHS03481016-5K4 FPHS,-!,i
910-16and #12-14 Strong -Drive FPHSD Frarnirqbo�CFS Self-
Sag_X
Product Model, Numbarorlilairm
Product Description
I,)
SDIANI?4(10
Strong-DrivinSD'AA? SOLE -TO -RIM SIorew
FPHSD14B1214, FPHS034141214-5K
Drilling. Tapping Screws
ICU
ELIMIQU&M
I
2
OMST12 Cli 4. Ciiiii CS14, C.S116, CS-16, CS20, (.S22
HIRSE HREA. HRS12, FHAS, FqA9. FHAl2r FHA18 FHA2z FHA30, NIST126. MSTSB,
Called Straps
Strups 97 mil (12 Us)
11
STN22
Outdoor Accents Hox-HeadWasher
4
6
LSFC2 _�5, LSFC4 25, LSPCO.25, SPC2 25� GF(,4 25, SFC6 25 $1xi Fram ing Con ni
LSSC4 25, LSSC6 25, SSC2.25, SSC4 254 SECS25 MSSG2.25, M&SC4 25, MSSC6 25, Store] Stud Contractors
M
am
1:11
PIcAuct h1292L
Product Desic ftiliftils
IVISTIQ ii TMOr IVIST' 7�, FAIST27, VMST:37, VMST48
MSSC4�25IKW, NISSUG 25VW
<
I
FJA, FSA
Farodation Anchor
3
HI S16, HT=, HTS24, HTS29 HT330, HT83GC
Heavy TArst Straps
FL#15363-R3
6
RCKW3, RCKVUS.S. PCXVR.S, RCKV43S. RCkVVS.5S
Rig W Kmna Wall Connector
2
FRFP
Flat- Rehrofir Foundratiov; Pista
4
LSTA�3, LSTA35, LSTI49, LS7173, Iiii fil MSTA-15, itilSTA-18, Ii MSTA24
Strarris 43 rnil 0 A 9a)
7
SONS5, Si SCB47.5, 3C]1349,5� SC941 1�5. MScBA6_.5, MSCBC- 5
Bypass planning SlideClip Connector
3
GH46-6, Gi ST14", GH48-8.GH41G-13 GH410-8, GI-66-6, 01-156-a, GH6i GH5S_
Girder Hanger
5
LSTA9, L-STA12, _STi LSTA1&,LSTA21, LSTA24, ST292, ST212Z ST211& STM5
Straps 33 clil Qr Qa)
AKl
ProgUZ MAillt. NUMbeE gr NAMO
phr00MqQMnP_tIon
a
SCS32�We, SCS62-5W. SCSV4-5rt 16, SQS62 -51118
Bypass Forming Connector
%
6
L.S� 1EH3 25 SUBH3 X1, Ni 21)
Broiling Coruiertol
I
AS 'I �, A S' 16,35, AS I 6_1ziff
16 gst Tr osa Pallas
9
3-_V4 25, SCV6.5
Head-cf-Wal Sidle-FIllp ftoonectris
4
GU35A, GLdi QI.55C� iXD5Q, GX�A GL87U. G-4i G1_37D
Giuliani Bearing Plate
7
LTP5
Lateral lie Plans,
2
A52OH5
20 ga, High Strai russ Plate
10
SJC8.25, S,C10.25, Ni MSX10.25
Steel Joist Connectors
5
GILBT511 2. C13,LTSi 2, GLIi 6, G DILIP3118, GLBT52-0 GBLT,3,10
Glubm Rearing Plate
8
LTS12. LTS1f3, L7SI8, LTS20
Light Twat &-ps
3
AS-,'C
2-0 ga Truss Plate
11
SSB411 518
By pass planning Slkle-Clip Strut Connector
C6
6
HGLBA, HGLW. HQLBC, HGLB0
Heavy Guam Bearing Plate
9
MSTA30, 95TA36, STV215, ST62124� STP, STTZ S1`18, $712, MSTC2$. MSTC40 MSTC52
'Strape "A mil (11 F3 ge)
4
A,1',HP
Hingle Plate Ccurriesi
12
XLSH3451414,XLSHT8UI 414
#14-1 if Striong-0nve XLSH Shouldered Self-DrHimil, Teppirrif
7
HGT-2� 1,163-3, HOT-4
Heaii GiderTledoosr
10
NISTC65 IVISTC78,, ST6236
Stral:ns 68 mil H 4 q a)i
,
scrisiss,
LU
8
UFPIO-SDM
Universal Foundation Plate
11
MTS-1 2� KITS18, Mi MTS20 M-EnO, MTS24C, MTSSOC
MediurriTwistStla ps
IS
XQIS1016, XQ1 B10i"K, XQ1 S1214. XQ1Bi21 A-3 5K. X076S1224, XQ7SBi 22A-3p. dID-18,412-14 ar6;912-2A Strong-DriveX Metal W-Difing.
XCII14SI224,Y.QI1481224-25KXQ112Sl224,XQ112Bl:-:--4-2K,X-,481016-SK
li)
URFP
Universal Retroft Foundation Plate
12
V61 �50, 5,101.811, S&I-7-ii SJB2.37, aW.56, S1132 68, VB2,12, _-W.56, VF3.62, VB4.061
Top Fla rge Joist Hangers
F01U13-134
XlS1016 X1810it3.4K.XIS1214,X181214-3.5K
Tapi Screi
<
(D
13
Si S,84,A. S(i $65,50
IOEA2.12M. Sr3A2.IW1O. SUA11k"�, SUDA112114, SiDA4.1&6, SQA4 18,10,
Top F large Joist Hangers
12g X
Produc
cli ftel, Num ber or NAme
Product Description
;z
SUA4,18M2, S/BA418114
I
ET -HP
Adhesive Ancharfor concrete
14
Sdi
Hurricane, Tie
2
1 eDP, GDPM-60, GUPM-75, GOP1,1-1 00, G_-PLi. GW=51 <�iAi GW%IOQ, GTH
Gaa-acwateo fasteners and sassim6i
.A
<
15
Holdowns
3
PDPA, PDPA-K, PDPA.MG, PDPAT. PIDPAT,K Iii P94,1i PlNVVi PDPAWL,
Parsd-r-acarated fasteners, thinunced starts, arid toui 2s
16
SrH DUer, SMDU6, SiHM D. SND U
Holdiciiistric
PDP,VN i -W,,, PSVI.3, PSV U$-K PCLDPA� PECILD-PA, PTRHA,3, PTRHA4
y3i
__J
17
SkICT, StIHICIF
Joist Hangers
4
SET_3G
Aahesive Ano-rior for concrete
a_
Virtual Review Assist, Inc.
JFaTcV15,20,22
SHEET
NO.
Review completed and ap V
Plans
,P- wit h the 2020
P A 1.2
I
feF GGmplianc
I- __ A nhr PX23U
r-ultivi I -Y ---- -
r
."`_"-..1_ "A's
PROD U C' � L &V,.kL e_A_TT_0__NaKP_aX'L
IRMUCT-E--��t�-AILQNJUJ!Qgl-,LQ-I-NLM.W
LTEECO I
W_ _7 aulli _-I 2
�
Z/t�—
TILLIT TESTING Q ENIGINEERING COMPANY
.2. TEST REPORTS:
, MATERIAL .ChAIRAQ.198 S
, RISTICS AND PECIFICADONS;
M
__ -_
VAT THR A. MUI RI P�E'
. ts I, ii
Large missilelmn-ad and f2figluer load lisis ilivere performed I erProlocoisTAS
, =
Shall be strictly in accordance virith General Notes and Components indicated on
'��nitl--
201, 203 as per set -ton 1626 of the Floisdia Building Code. Urr"Orre static loads
sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
fl.C11--.111636�T9
as per'fAS 202 Protocol. Test reporlisprepared by Hunricane Engineering &
No.20-176. Anchor Specifications shall be as Indicated on sheets 1, 7 and 21 of
Tasting, I n4I Re ports # 96- 15 6 9 d ated (Otaiel I 99 Sri #0 6-5 -io dere" 09111 811 'I
26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
PR AUCT-EVALUATIQN-UR9.81
D
�
Ar46-T30 doixrd A.i912OL1 906, afl ifirenEt'digned and:Iiiiallad by Hoclor M, lutardina,
P-E.,Fwi�io,�,,tratbnT�--e,l�,r�Ls.�ib(�ratory, Inc_ tepods # 2032 dated 091611996 and
#2126dated 10/051"Iq98wilinessed by Gilbert Diamond, P.E. andReportNo.
7. UMOATKMAWCONDITIONS OF-U11I
REPORT Ni I 204728.0,11
0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largaespada,
P_E_ and Henry Hattem, RE.
7. 1. Shall be stric in compliance with General Notes No� 1. 8 thru 14, indicated
DATIE* July 28,2020
T no test report so. _N_'M1 97 by QG Metallurgical, Inc., dated March 13, 2DO9,
I a Ile
on sheet 1 of26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated
on sheet 21 o1i of Product Evaluation Document (RE-D-), drawing No. 20-176
PRODUCT CATEGORY, ft*M
signed and sealed by Frank Grate, RE
prepared by 711hisco, Inc. and signei arid sealed by Walter A. Tillit, Jr., P.E.
PRODUCT SUB-CATEGORYt storm Panels
Z&ATRUCTURAL ENGINEER1Mj&ALClJLAJL1Mq.-
.,
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONESS as
PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL
On 20 Gage Galvanized Steel $ion Panel for maximum panel lerPth vi design
wind load, as well as mmaximu in anchor spacing vs, design wind !a ad and pa net
defined on sect'lon 1620.2 of the, Florida Building Code.
MANUFACTURER: global Proftoon Produc"Wi,
-
i
length based On rational and comparative analysis, Eii .Or accordance with
section 161 6 of the WIonds Building Code, QsIculations prepared by'rifteco, Inc-,
7.3- Product shall only be Installed into poured Generale, Concrete block, and
Wood framer structures.
480D &W. 51 Streert
O"is, Plorfd*33314
daned 11/03108 andi 2JI5, signed and sealed by Walter A. Tillin, Jr., P. E,
I-PURPOISEOM, ALUATION:
3-MISILEMEAMO.WANIM,
Product Evaluation Report prepared by lilyllailler A. TROiI Jr�, RE, (Ficinda LlolII
This is a Product Evaluation Report Issued by Walter A. IIN lk Jr., P.E. (System
Large missile Impact under section 1620of Me Florida Buflding Code, is-, per
No, 44167), President of Tiltecor Inc. (Flonda CA-000671.01),
ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
TAS 201 Protocol.
61G20-3, Method ID of the, Florida Department of Business and
ProfesWo"
E:
"kollAIIIIII-Ini
'k h - 4
"s.1i , llil4l'�iii
...... , 1.
Requilatil
110i
20 Gage GWvanizerd Steel Storm Panel has been verified to sustain wind
1, -
Ile - .'
�N; I Sir
, ' �� -,--
';i ,. " \��' En se, '...
This product is being Issued an Evaluation Report as described herein, and has
pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14,15,
le 1% 25 25 26 Prod Evaluallon
S
,r - ir ...' . ie
- --4- __3 _ii;� �do. 4 4167 ', a
� L.'
been verified for compliance in accordance with the 2020 Seventh Eftoin of the
r and of of uct Document (P, F.O.), drawing No.
i, .AV`�
� , � .___'___ '
L �� i� ___r .
- � * � * -*E
�'
Florida Building I ,ode, and to verify that the product Is for the purpose intended
at $east equivalent to that required by the Code,
20-1716. lillmOilriurn Anchcir Spa;lirlgi shall do Or indk0aitl on sheets Si U, 101, I II 1,
14, 1 5, 'I 7, 18, '19, -704 25 and 26 of 26, of Prod I ict Evaluation Oocuri,erit (PA' I
- r, .
� -i 4 J'�'�'' '= �' . I
� . _40�., ....... __ �V
�' 1 � � 'I� CaP 1'14�t � STATE OF 'i,
___ , _7PS�_1":11:0
drewing No. 20-176.
X -� 11 .1 I
� i en� 11ORm
�" ��' - - -_ "
10' -, 'i zi
Ibis Product Evaluation Report shall be subject to review and revisI In case of
.
T 'I
"';,WSIONP '� ;,"'
a Building Code change that may affect he limitations and conditions
. TALLALT11011i
"Ififfill*�'A"W',
Installation shall be pairormed strictly in accordance with details Indicated on
?__EVIlD -
ENCEAUgMITM
sheets 3 thru 7, 1 0 tft 20, 23, 24 and 26 of 26, of Product Evaluation Document
WArL-'
Q;l Ti�TECOAVMON RECORDS I. P. E REPORT�20 k GLOPLAt, PROTECTION PRODUCTS, LLG 12G GAGE
LI—PRQPVQTM66LUARON DOCUMENTAF-E.Q.);
(P.E.D.), drawing No. 20-11746. Minimum separation to gfassshall be as
-
QALVAI 5-1 EELsTOPAA PAii EIRW3420-1 76% REPORT 0 20-0729.01
Drawing No. 20476, titled -20 GAGE GALVANFZED'STEEL STORM PANEI
ind"ted on sheets ai, 14, 16, 26 and 26 of 26, of Product EVEEILIetOn DOOlurnarn
sheat-si I thru 20 of 26 propernaid by Tilteco, Inc,: signed and sealed by Walter A.
(Fi drawing No, 20-17C
Tillit, Jr., P,E,; dated 0712812020. This drawing is an integral pai
Evaluation Report. "110wag"',
't""�ii A, rkiet""
........ /IiN
R,1141901144%
IS
A'i yk�/�'A,
� i- ___.�� A,_
R�C�-
'Z_'Il�; .1
- - �
,� - , '-%W'-",,\CEN " li %
$,,-"-.I' -_
-
, - --- �LEII --I"--
;�;��_ \) e S'
- .
-EC --:�_' - Z...'-tll�_� ." ..
- S
''_'__... f_!!--��--k4i '� 1
.
I �' - " S
'__��_'____-- - -
- ii��
': 5_ -1 �4��44167 � lr
...... __ - _ � - E
__'�.-' e" *1
A. I I * g
�1'21 "r,I'�
I "'e�' ";v F, _* : Z
1� ,
I * -or
""7L"'1"Ji rair Cn_ .' =
Air
- ___ ,", !W, � ". ,
�-. rr�' �- it
g� 4.1
- ., ,
I !�""�<�;�- ..,Zop Iral"'.�.*<I7
.
'� ,. ,',I, Z
- , 2 �
� ,� ,q:, STATE (I�r �b _W
, " ,
."CE -� fro Irili '-%�" $
t �ECC: - � �_ �''i� -
, R ,
I Es .... .e
- A0
;�. S I I - � I - " 51'� A,
6-155N.W,36thSu;eot,.Suite3O3,Miarni,Flo.rida33166-Phou,(305)871-1530- I A
"
.. L
tili -3"- ,
,%,- J N AL I- e
,,,kiflilliki
'"'INvi'mcil'i
I
I I
I I
__
-I----.—,-..-,— ___
211106L
� I I
F 1 � R (,XSZ rl�l PREZAA! ITC'Nt. OR Afti CC 1AItLLS. 57'..1CCC _1P Ri StWPES BF irgUi ON r,'
-svicuil, - 1'ni -4 L, - Elq-- BE IONG F CE Ai TK .AA1 -LICRWC Sf-INC j��l rANti,
r
.
1
T ,
9"M M Fle PRQO.ri FVA, IAT,C,N D,�.�JrI. iP [ p',. qAS FIE[N �UV,F�ED 10, l'twPL-Ut :' .�-Clilrr.r -,-I RUT .� L"E'110"i A, Ei.1 � SEES SE B11
i
I
-CCOR3ANM "'i Rik 202,; (I", EDSM'�" WE FICRICM Bui 'rXit- I�j %) Lli ,rov:: :WiSR,_aFsgkjs._Ii E � C�Eci
I
� ' -1i OP
I 01791,14*01D LOALA� SKA�L Fir IsItrNii kq I, - TARES- ,A', ' I5, IS NVANUFACI'drilru R- �. Sfilif" 1C
I L �L - I �
'I 1-LMM If6UN` rlIK A8011r, IRCS�D LODE. / -
I
,
- A -41) SIC TE f0i KI AW F =IALMATE ALLCT, I�utirri' m Nom"'Am'iP�CD I" fi��'Tj Q'11ii5NN'11"1"W POLINP,-Ts
I %1614rii *RE BE ,%',"rAl�,,'D,AAV ' -
I FS9 A IM Sftl;ri AS W-O.Ni air TIC A11iiii,01VISIN ri TOESE
�
,
I " � L14"CRONIN fir" `A,:_r. A-0 IS, WAlu 0441 7`0 APP !Nurli "ri IXUM_�T_- "A""i r'k'C01I . 11,04*t LAG SCREWS PIER RO,I�
-
- !� l4, I5. rri, ,� A, - � P,i'I0f 1 5,'4A ESSrr ft5INA. AS, Di 11: 91 Al� Ii �CAIX Sri i S"KCIAI' _1
r� � 'i'
� D,�XN FR7.SAt A NVi INA $$411S T 41��'j .' _ �
1. ORGEP i0i VEP" IK AOi =Nili '4'iw�. vi ii �Cvin om�-'�m Cg' Ai T-Pirs - 'T - - INTO .' n � d Rl " ld� 2' NN
� I!: U11huri DZliRC 'tJiL1RAIi �"W, NNCIIOW� S __ 1 i/2 iri�'Q PAN�"Vi PRO
I
Tri
C
W
S.AUL 9S Dilin LWEV "" I 5 0 ST51i"" WA* L�AAEWI YULVIi Iiii " 06 W 'A;UEF4 TQ AND "N'tulki ri r7l
cutiPARE 11oi 'li li 'O�y xBoi Fqr5ii!UPr 4IT�-_ rin�Arm cm sili 7 MAU '7' 14, 75. 10, t9 A, �111
� 21 LAJASW� 1SCRATINITTI Khrilki Or ,�� S�'��Vr � T�E ,ii FANWE %CVF � M ' ),r-' �
I& �SWCECr
�
IN Ofli 7Q Wi Iii-17 QIC�ALS ON TiM PEO I,S '�TU[i Ili NCIT OVER STAi`.SS1,j A �� 1NICALASt IN A_'Crii
STRESS FOP WIVED LWEM VDL iirliEli; IN TARR ANEExRES FXETOIINI� 5PAi TO SEiCC -, ei acrum,,I - PCNEMB`Tl�� INTO _1LQ1CO $ K COISZ�__D "s --I -�" T.E. `L'11� -Iii. T" 'i NUNA� O"
i
AC�X,Iri �-." "QIS CRIS I. �) �bu FOIX 0S!RWV Zr LAO 51W1_ _' Ri 'E-ILL BE &S IP So HiS PilAMW,
i
a
� -
9 TOAAAI VAI ArItEli, li- ANi Ailr� "D RF�5157)ii -AN: BaN, VIDAWIF-1 fli, �,-c7RZNiCE wv'� S[Cli ICES, �
. TA.-_ W>i viCrIASISI cum. IS iiii. 4upwrAlit ENcSihiriFWNO k Ti Ift, Arl-,915 Iiii 9�,S�0 A iii ANO 1,11 liVIOASkE SS-M,,11DK OF ii SIJSI-, Ri - 5,'_9' 1,1-' 20 SCREWS SFS�0 si��A Br 1 �/� SEC CN.-iri
.
I
� 'tT
,
. FINESTRAT'C'Ni _�Srrw CAR ui � RUDli A20E IS "-CC. NS AArTrA.1Q'5 r�- �, TR$-7D2, ANI TAri Bmar1r. 57� Cr Ar* T, urrai -� WILL-E Ai Nc S1IXCq
i
"
- -", ' .60AW. RE5Y IWIS IN $01PH `L�ZC� PRIM _�i 1R,,r KS WES SEE -A,� rt� ��'rq ANO
- i
TAB R01 SInVATIDS. C N CASE Tw M.VC, SIONE, rp FAfCART E-Clir"It Fri OVOC'il 0- w�',= rlcu;VA iff rri,,Q,� Cird, THC F,Vi,�J'N�';
AALL, API0401irS RiALi SC ,ONG [AD" TC C� 7i NNN 5TRri7cI'F' 0"i�VD 511,13,1 0:11101110
� III, AIII�Mliliiuw piric'umigh,5 70 BL GiAll- IS &LOY IND TDAPPER ruNrESS LIT.910WIA4 ii Sff� -q"127 2 AIIPCAOP=�r 54te- AS AS MENTIONri 1. Cl _
- �' Ai �-_')
I
. , _ MCNO�,r,S,N� Tri �r, 4��4,,Ju$ il, I ,, ,N,�,i �
.� mi Airilpolvilim 6LI'V IAI'lul usfri 1V : ,MAIiii 51AArJ �Yr 'Llilt-il4l AAQe fiW A`,�uOIAS SAAa st ESCA"M; `1XLr,"' �.. � 3% SREN,
- - �' �' q , ,_N1,Ar"T�Arp
� Ali. VrEi� NK.� TALTAL C� SHALl ,4AVr SIR.Y- ClRE,7Y ELM, AVA N-SC2 RE - ��
93 WITAri ,61'�
. i
A ii VAI A -SO EC -.17TACLED H0441111-OACY -IR-ilixi NIT�T�> GL77ALS 13910�4 01 =-; I' T-W3,AH 4F, CRESTS ��
C-RAii SIEF'. OFSAAMRSOLN .411- IA 3 Ir" '�Arrl' Ri
i
f tr,u��_ 'i Lx_� -Ei rR:Iri 0) &L a) WES -, K 'S�D
i f � SCIiii tO _� �'Ahi _-_TE_ 304 CW �'16 "?. Si 09 '_*A�S*ii, PLISS-1 PNITEE CIA811 ��, �L AS -,W
� '� �,L O'_ "I ;1ESPRSScVi:CTl "r tilIF C 0 WEE, � T�g SX)NMINERS, __ CRT �M,Cll_w� Wiriw, �Cri 'F. Tc� EE
__ �i?ViN,7� �
�
.
I PTA 50018 ./ SP C& AND SC " TENRICE ST�Zft-�, A 5,,A� IS �',y Di P.ii Cum
__ A"�_ -m -Ri ��;Ta AricNO&rI "H:5 E__=m' - - C"Lf W .nc_E�_ �_ cRECRot, 8i "R Raw F,iIvt
M,
i
- 2.11 - I Hi
E
� -XiS Iri BE -Si. A-157 E-ZM FrA10. OP AR, _� S SiAili STftil vi CE RR WNI-W -1G,Q
t
ERAi It, L�' PV�Iru_ STuRm Pk-ii ."i 'Ui vEEri 88 Tii I,' 4'', A�, i CTSSIS G ,R � & rO ACIS 1RESS"SES .*
!
� Aiiiii,infil I!1i 14'N� I $15 H)ILUIAS 9. 6 low 01 SiRITS -1. & & 11 4EVE -. Rl� ;Lli Ir IEGIRA Aii) Kkl�-' ESISCE MAIii, "'n'A'"i- �IRCSC IRR
ME TFNAV TR %Z�IIW CRES-E AP111 APPlICAOU �,,T,�,hir`Nir 1,11,RWr �"Irii��Lj� <S� H,."�Ar '94AWN'�
I
:
IIII ll!i r"X1,10III0 �WW WAKA91pt ii i iidgiouIrioii Cn-NTAI,�IO4L J:!� 10 SfAc,'SAi,'i,A ',,Ar F�,�rrrg ',-'��Ipil IcV�'� jirirfil lcull," III :AiriliAWI)L6 ��!'itk:'l VRIIH
- ' ''10 PAY.% Aili�Wiil] i'l UAT41LIFACTUi MH I !"Ali Aiji Six, ii 141:41, l"J:112 p-) lic Sup-risic 'C "EvrNT "10"RAIN INTrAiii
�'!i' �
�
- I, O' � i/8" 1.014�* Ahri AS MAACTArhiler) Sir S'-AI&T 114C 114i V,%'00 P., �
- ", A' ' '� ,�,N' SCUC-Sr 44CHOA, A�' cl'�tlreijlc4l Or NJ POMF ']CRAik, R�i,`T 4 aPf,SiAtTY CAT 1.2 SIC" 'A"t" N!17114�110. C$�� com"I if Ami SI'tcS NuKA7.0 1. Il,e" 0i "US 110 miii AAD "IflNc PFC11LAXIONS.
A!" 4XI i i � IM�t I 1lJ�Sn1CMCJN Vi Pi
� , _3 PA ;EV By 11�r F"17 �5 Ai fO
- 01-10 "Ni FDANI * Air N'IMA'A PL�IS AN01,10i AS NANiJFACrUlW0 01 D.CO 2DW,T9-.,1,i P11,XAP7S
1 3L ("; �S i*Dii EV"U�11DN MC"Ar"IT (" F F, J pw��ID F�' riTll' CN01i 13 �_N'--� kIr L)i IiIi 11'111C,� IrcQ-1�;1I
l�' I'- 3�_' ii a
109 A SIL ai P�,�E'-7; �4 V64EK TI't `_E -GKWTO45 �VAATE MW nz_ �i
- '/�'l :�` 7-Gli IlIS-INO-1.5. M. WNU�FAGTIIIEED I!, !RTJ-FAT k(w,ricPATON !`T-364,0 P ,i , �
�D) COAfM"�`[Cilr 79 BI I,_'T'0NSiMS 14�k 'r 5P.1:--IO�. Pl�i -I, '117A"T�G. M,Xiii�; ill-: 7�Ai, Of- N.IS �AIIOMJCT
A 1) .11i 0MX010ii Sir T-UlZlN ANCMM". Ali "GJ" CON(.RFIE '1HAi DF. 1 2/�'� 2' �OAA �ArAAJ�Iri FT-i fissr:L' Oh �ls i P.qi>IPrr1 .i ��q Yll 'EVATC MON 1,1A CCNCAM�L' VF-AiV) ON liIiii ,Sxll�rrir
.1, A10 PA"EMk7Ir Ii ME, 1 1,14'" i OR Cr TAP--mi poiCiTORS! I1LlAA5-PiW.nQN WF7`i IT irfr I '11,1 r�*-,qWrOi lr,'��V,�c'R[IR'
k4 CAkA_A A SI`;*_So Aiii ImkrL Al' C,N,,uLJF'b �/,,' Arri lk�: NOUrri �WI�Wl'T, NO EML)LOi Ii 1;�� �� ii.5 PITLJO rrM',1iATi:rA uOictrioUr. 'Ai SN cVASir;kFTr INVAOC' ii Ii
� , CAD 'JKAU K RVT1Ai'-LQ 1/11' I �,Ll ,�'trtAS g5i BlAt�i� SE , I,"' i A'S'N"i"M 5lirl"Ilrl V[Lwcli� 11
" . ... .. .. ,,,
I' hili"I
"A 1: FOR "U21 0111111 NO SIUCCO AirO i iie 1WAi 71CRFM OR 1iL r�RFADUI SCRONS *0 IAW, �J� in vizFIC lip"NOCT, i11QL NA irAriPARS[' Or 11 F,'_'i �MS-,tRM EIA'rrff7T,91 0111 I,i I AL111i" lrrj� KCiIi rimi
A�4
a wrill "A"Is NAJTA irili;iiNtEA ST qrCq7FS, ir r:� I, � r CA Tic A,prijVt) ,Air; Irio iii i. K, RF5P, Sil . r , IHL
I ) � Ali fir �
103KI" 10% LW Ti4f A A b Dri t14" ilr�� ,f,,, Arr,,-4; ml� A DELf,,,Tf,j rNA,CSSR %) njr
,I "L LAI, P ,i 4
I �� m ewx rw f,rlr,�Asl �rclit. PgriaIsl �tTF P"%FL5, -Ivlr,"� �7�_c, Sic *otio r,.Pu� at rc,,,,,,i) or, 1� �EV V �6�',i 1,1,.0 5rJ-,ANn Vfl TNi JAJ�rR ','O SITE S, C,F!,. WI ,a PA A,
EVSTtIC ffi OP. V40AT ' Cii �_L K i Filli TO )AFM-4 TkC UNI STRUCTUK i ��Y.'
- - 'PrSwilk
"e""
' ` � 0 St "it""' - i A&D 7 SW4 S"It AW 5`�NA""S `� IN! "'r
FAAri �-�AQAI_ Sl Ri "I .'Myri W � 1, Ait' . A 2) �` IM'."f " WLRD TIXAT F,,im-5 ':
I
Ki !-�L?Q!Iiasi iS.Q�,'f.-__V,A,.L,A�r'_Y
-S-WC �. SIIMLR .4N.F�'REP" LA-ai SIW' BE LICEAD DIN I REAPA-' ASISLE _OC�.'�' R' �EPM
- 9 rAP!7� Alilli A,S WiNJI'AMUPED WV [ T t Ali IK -
;L'nAtS"i
�,r "_� �"__ 'N "i"i' 'ACTION "?"N"" i fy `1`XI B-LD'Nr "-'i L�N IM
. CR � EL
.. i, �' ' i _,_. ANii, AS M,W_ACIRESS TC B _Eg � ri. I
0 , - ,
CWA�V ,NC ,AW ,r'. 41'��:_ RF I'LAC-0 FOP "T ISW
I
- , '4.' ci,r- *nNNS LAAA]i LV , I 7VN ; �� r
3 ,14' _ir�" i -!� L"'� -;�� - S E' i ij�.,." GUILEITAG "cc, �,A,,,'� VA'N ��tf. io.
�ii , SET � - T A"A"i ' CT C' E�r 'Ar "C"' r""PT"L P� " -c""' "C'
I I I�CSL IAI�T , -, , '�
-7ii - K_ _ 1
I- 01 4 � 'S AN _1': ir'mor� w Airr imii'i 'A",!, " r 'T,,iliic�� A,i 'A,,11IN,i')',p�:_r �' Ii,��j C,,di ric!"d I rKs i N�7'11L'�ivr .r Erlsv�
" " L
ITJ44IIIS
'pirlifth"', I WRR . 1111il'ilrE ArMiL a
P14,150ci's �111011hl T�r.'Ohpi Fill) elolAu f 0, _ . . .... � ....
I
,il' ip TIA-war AmOkim!" kN rililuiAlAiIi 1 "AL'_FAfl i:001PAIRAI11061 -
- h F" P TVr lie , "�""
'-
- , �__ ..:. � - � /i` "'. iR - -S:E4Ce i
8, I) I Ari 1 fLeR1114 1113"i CODE (High V 6 N.r itrino-ZAR.),
' " "
0 ,PlA TlR AWi_Wr TRFE�Ori Ti,A-SECEr 4" rill, if ... - - ",-:"
F` CA.Fi INILI �:1 RES ,- 11 14 _ .111i -
_
ULrX. �r SRACk a - �/�' .- �� "e . f 1
_ - - . - - - - - I 20 GAE1 rUE.VAIKED SIER STORES PAeEL -0
a- .' - I , � -, - "
� I = __ .
9-1 '�Ui . SOLOSSES '�.C-R '�L at Eusi -ra' IN-1. THF CL'W-Fl IF WERE !�E' NO (u, - R_ 4 -167 " � -
= - - �
0 . .
�
- 'D "RE! SC PRSi " - /I --aC '�C,--_ _'�E' �1�1_ " : lt2' LORC N�i Sirl Lft 11 I
_. -
- " � .;;,-' DF I iii ' GLOBAL PROTECTION PROD'i LLC-� ""'N""
INTO $51'�, 0 III wn ��WCC - "
FXI$T, IND .' IMWR�v �QQ "i )i lirl ';Tv�"c , 't��- I� -- - I . R8,R � . I I ,-I'. "', I
S 'cil S . T i 1111I � -
-
'_ , �� 7_1___ �'� wt�__ & KIWAISENWR W.- �
1� ", - AirK' 14, �11"
� 1� ',IN .--,K 111.4. - - - 11 AN, WERE �-_41` 'Ai" i-i- , r
'0 t '0-
'111 6 'L -"",es
- '.:_.��!'_
I - - r ,Nf" ---jjjjt�_',�;�'L ,,i,_�"7
� '._�'Iffrr�� �
"I i rri ' - I I�11 �' - . :�:I:q" �I!E K �
Sii,
�''
I J-il�A,OAIA/�RECEETE _ r ,.--- " - --
I, " i . _� 1. � � EF __TZ_
' I 'ir , ... ,'r �'4 l,- I or ,A
I _'� 'i, -1 �
I T."
I
.- ___.i . .. . .. �''_
__11 I I --r. �' , "_.. __ 1 .--_- � -
444 - , , � � ____1'_ _____tnS__J_=_____1__t_ .i".",
I
c'u-mOr -
Sax V'Atli air- _-
, .
Ni a n;G'Zi A, , '�- 1,
'i
. _':� -
I E, �Z W _-C1
eArri Ali C0 ..
cal'i- . �'
A
I
—.1-L.A.- 1: �
1,
i� -ri"i'l
iiiiii, i llili
11 rl� 11''r,
F, ' ��,�: . I
I., 1: :
�
�
;
,
Exi POURED A I
'Veont 'Al
COSCRIME II
21SORli
I
1!AaIALLAT1QN_kE_TALLa F - __
INIQ--EXialtSg--EQUREL-.CMCBEIE-QR-4; TR CT Rf!� CRESIVE W'"
���
- U� ,_ -
ME S7,ruvwx AN
00"ki Ric__"*� 'S T, $,ATRIE A, C."70,; 9i
rut %,Uvx W -� , I
AWAYS 4 I ~'. ilx� �� �" '�! T'Aln� raiii I, � 1
, . I �'��",111 =1Z �) I - i"Ilt'll ,,, "Ouii % ; � I -( )
"Iurvi WAM t-CM A 111iii III L i"IC-IrWIT Av t E . - _� -I'lir A1.1 i 11
it" �"�"
QM40AM werim" - " 4 i =e
I I P I'll I 11 �" � ' � r:- - "'A - 1 : -,,' ,,, . A 1 �4�(�I A.,
I " . I ' , - 1-1 1 - - - I I - WE, , "i'41
: � - � � - ' f �__' III 11, � �
- � - � , , t -Swer" � C - :`kl . ! I I . III ., OR,
� � i 7� '_� �t a , E
" _� ___ , WZ. A�A
,
J I/,' ll�" I , i- L I ,
� - E � . �4� .A. .�
, - - � . ur`�r I I , , _ --- i I
I � E -, I �*r�
, m I � L-5 U i
� ! I � E 0, I., - - i� ' - D i - - ii.jr_ c - Z
11 - . - -
-02 ;� t I I � - � 4 �# : I' -
, - ! �;' � ��' � �E -1 , 1, I - I . I
i i 11, - . I I I , -, I - F I wqv-.' 8
I I I i W1,19111., � " i I
I � A - _�._ I � �'4'� ILIF . 6 11-R. N14iR____J 1 C'm m, I
I W'A ilavir +1 i I
-, -, I -1 .
,I I I TI �'rr- id.119011.141irli,l ; � 11 ir!" Ali 11 � 1Z 1,17' 99 �
- � � I I` I - ,
Lji I PAIL RNMAI l I - I ; ,
�" "'� �' I, 4S ,,A .I I y
1, A ... i i : Sr� Hir"I'ViAli t , Ar
it, ilw ir I - - 4 : "
' � ' "I'li, I I X Ai Air, Wl"i 1 - I" IF �1----na'��,,�"'��l��'�",.,���,I . I .
!� ri
-il l 9 . * " 114 " AL'I'll � I � N
=I` � r II I � I �
� A i 11 : "' S"" I I I .
c F I 5 i,AANANA 5i uA � l . 1�1
I -� , F
T -_ - NW,I I i 1: .M-, -1 I It
I I I I �' . - - . '; � i � I
i., i I I - ,r � - I '
a I � - � I . I
- C, � I I . zi I . I I
, ! : t "I
I t �
� i I i - . I ! �%
- A � � 11 : j"j% , : ! t! ; . ,
�
i
I _�
� !
W
� ;
- i
- �:
1, I ; i
.
I
- � 1,
�N' I L I
- : I"
� I =W.
I
I
� �' �' 7 _'_!
i t I 1.
� E �
; lk�
�
�
I- i
f i
.
11 i
.11'II 4i I
I c Er
I ; - �
�- ;= ,
-
"A"I cili "., . S
4"_ � �J I
A, � I I
"'i � �1' lit ,
!;;i� r � �'i
I ,
1 do .
I
I
.1i
OJEREA; TERWI E i::ii L
C'NiSRETE ON
We
. '�' �"�=
I �
: ��
J I � I
I
J I
, -
4 1 1
� 44
-- 0 Ii t L
EAl-Ini"r I! )
E CONCRITIf CA �
-
�
r -. ? ,rNJ/Xi". I
I - T .-
� 613", �
,
i '2 V2. ,A'. ;'
, I
I
i
1,
.:�' "i " �' �
�' r
- .
! !!! ,
tO"I ai
qF �
._
� - I -
._'.�_� _
__ �
.
�
I � 4
COINCROr BLOCK .
nwri � - - 1 :�t-
- -_
I
i . 25;S� , ":
___r__1 t
::�_-' pw !'L l �' i C
ii � 1 e �, I -
9110 1 '� I I
. I - _� USNING, P011"I - � 4 '. VA,L
- __ - W, .
L � C'0� ._�'�r_ . %_ . - I'll, � "-,-
.� REOLARED - '. Or"Ci � .�'__�Ilqft ",,'I'll . Z� 'angiiri-
CONUNEW. INCA"i f�7_ -4— —k.l."P, %_"
a," - ___ � cni'-er"-'�'Ici —,
";'W"iff"M A —SAI I sin"i Or, - I �
Z 5, 'i ou 5VOWIMMSDI - -
- C
FAILIMME 0",` Blem is t,iV*V1. il) : MM a 111`11�_ or
Rqui 4 rilevoll 4)
tQdINQ...A2,JJ0R NOW=
"Ado", _1
141,04F 1/8-1, S W_. -Z _�" 8 - T'
'
7
� I I
: = ,P�zu,S 1 ; ! '_
1.t�-. -
�_I_ I I � 9
`,, - I 1 5
1 �
:
;9 IN,
: I I ;*"X.v
. -
i 11111i a,... I . IR"' "� IIA!� -
� il _ �
orrslli "R.11PRO
, 11 1. I ,
�'
C�qi
- 3/ A , ,
:
SCREWS.
-D � "
--_ �
R_--t � I
(�_ V_��_' - I , � ,
�--_ * '� ')
AND FLWR MQUHDNQ
�UUKQ
390M
SCAL 3"iiii-i"
inwwfm , IKI
III Al 0 I
WE, "M I
9 Z-S& /I 1, *<�
_F i I - , M� -
- _1�4"7�RE -
.
.Dui ,,Arci,m I I _4j ?��_!_
isa so,wLi. W ', 6-
rm 6 imPim" 9)
��� ��_ ZQI 1_040AG
_!
V_kE 3y". 1 `
;_ STANCE I
IS EOUJ ii I
S-i 8 & �Q 1
Lt___ - I
I I I..E`u___QQb0MT1)h_9y._SL_C Dm_w_
TOP & 51,37lNA PANIIII'lltrril, ��Am DE
1.0larrimlior IN "i Al"All, I LIMIT NNT
'i OilriMN
� " . "'____
Hurricane
--,�"..�������������������������������11------�..��,�,�����'.
11 It�ll'"Il,Nlwllmlffl� Areere"AurereirremAi ....... r",
11"AAAAAA, Ar hi, ""\
/ Ecoldilili
I
TILLIT TESTING 9 ENGIRIFERI MPANY
___
WALTERA. TILLIT, JR_ P& PRODUCT EYALVAIMM02-M-1-
REPORT NO..
20-0727.02
DATE-
July 27, 2020
PRODUCT CATEGORY�
Shutters
PRODUCT SUB-,CATEGORY,�
Storm Panels
PRODUCTNAME;
24 GAGE GALVANIZED STEEL STORM
PANEL
MANLIFACTURER-
131 OW—P rate Ctm,P to dui cb. _11i
4800 &W. 51 Street
Davie, Florida =14
(Lllii,rSeJr'_'$'�'Na,
" P-r �]ADWW,4 44i'
i .��CXOVPI
1,n.J3PQ,%F.QMVAAL,U&W_N;
This is a Prod Lict Eval flation Report issued by Walter A. T1 lilt J r., P.E. (System
10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
61 G20-3, Method ID of the Florida Department of Business and
Proffessional Regulation.
This product Is being issued an Evaluation Report as described herein, and has
been verMad for pompliance in accordance with the 2020 Seventh Edition of the
Florrida Building Code, and to vraMy lhat the product is for the puWaic intended
at least equivalent to that required by, the Cod,I
This Product Evaluai Repod shall be subject to review and revision in case of
a Building Code change that may affect its limitations and Conditions
2. EVIDENCE SUBMITTED:
2iol -.RFkp '0.1;
Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEU',
sheets I thru 18 of 18 prepa red by Tilteci Inc.; -signed and sealed by Walter A.
Tillit. Jr., P_E.; dated 0712712020. This drawing is an intag o'n"gi
Evaluation Report, � . ,ij , ,
_4��'�V_ �:_'. I/P"
- - '.
6-355 N:w_ 36th Strei Suite 305, Miami, Florida 33166 � 'rut,
f_ . ......... .
-- --
-
- ______' ",_ �
- _ -
n. _ --- -, -, _-]
I
GULAR & LIFE SAFETY
r __
'R-C - _'_�
STORM PANELS
-
lil, laa, (-'m. W-Cl�)
- - IS
196- r-Eii -
I
-
121.1,00'r,ri", A'SIT"'Il
-
� -
. v., -
-
-
.125Q -
: - I �3F' -
-
- I _'1" nL -
, [ !t _ ' Eirn'
"
1 51V
�
� I
;
i
I -�' ,
-
! �' i ED, - "
E=' MN 1111111II .- 1,11I)" - , I
I--- -_ � - - . i .. .. .. . ... ,
- - �
l-la-11, - I
- "'
, L"i, - F-Ill -� . ",ii
I ":� _ �,t 1. I
,
I
� "A, ��' A, i''.._
F" ' " ,,, ,
C�iZ� r Iq � I i I rT � E I, ii'i . ..... . .. ',K '
Ir � -
A
11
I . - �
C'
z '_� �',i ,'ril,"".
-
�.
...- - _'�� WN r4l�\
Sr -. ' "i,
. -
//
01
� ni".
I ;L
'�EWPCD - I
mcil I
11111
", ,,,,
� '� - " �' �_'_
; I I , '', " "ii .10r: IAICC STa -i �'�,I ' '
11 i5il", i " -
I � C - ,A-f
�
I
2 OGG, ��
I -1 , �Tui_
� - '�' "i 1�
1
"
- - � , -
� 2�,i_ I'd I - "
- , "", -SP,
/ , _��
FlixZ ,
- -
�
�'_w% �f ,,, Tyr
- S-1 .�_ I �_
ai AJ
I , ,i ',,i ",
'\
- MAX A r
I
-
i 1 � EXE
11 ,",
I ;1 C-Eu �y 1,
1
1-1
I fWa-
_� '
-
I -
t
I � L;r.,,1- A,
I - I
I 4�1 6 _�
'C I . -
�_ i
- -�% J � �._____j
I ,1
i,
i
� I
POLOL A
---- 1. - _
I
."= -6
- __
I
;
E
1
- - 62--
i
10, $TQHR�LPAI
"I' iul;"' I
��
END STQBM PANEL
- __
, ,
� -
- � I :! in
- , , - T, . .. .. -1 I - I
_4�'o -
i i 1'1:'
".W71 �� � Rr� �" ""'
- �
1 'i �f�'D EWER - �
-
�" , r �
I i '�
r I
� -L 01' A, 0
- i I
;
__J
i Ai
1 no�, e 9- - -
2I - - .i
.
P.
� rbo= - Ilg_tiat ,/.,. X, 125�
- M', ARREC - � -
I L;i-.,- - �' - 1 - -
� __t� � � ,i'lu --aiii �7'
i -.
I _ �
_
- - .
- -,
I - I I
� I �
- " 1,
. I '_
r--' o � �
� . L_�_ -
- . I - i
- � t� OR, . "Vi �'
- ____ I .
,, :: - i � Gill- 11 'N�'-
- - -
I I
I
I �
!I
1 :
-
'. I- --- I ;
:
2 '25- "i
, L
I [I � . _- 'i,,R� .
i , -5 �_ �
- __ - �_ C, � ,
-L - '
IV.- --- �__ � I -
� �30' f I Ct�- i,!,X,
I 1
it'n, � 34'
.
'L A 11 - I-
. ,
SC ,'5) " � - --_
___ '. 1� -�'
1 a�;3
- - . ! ,� , , -�' "
�
� ; i
S, C �
�
� = -
=a- I
I 5L , � I'�!" I I '75, :1 11
C�AALIFS r
C �
L
I I .
�! Pi :r ��='
1-
_�'�
SEE- " � �
'Z��_-
I
- ��'_ _17�
-��n:'n'-'��7�':::�:::"':::��:-:::L _=i r2f"
- � r
I ____
�
�.
n 'L
.
,
E
I . .2W-- �' . '
� ,,, , 1
� - , i I
- -
, IA
�
I All:
" � �
� � - �
. % -
i I I
�' �.
� n
. pli, I
I i
I
- i �Z'L - 7 !WC, -
�
150K, ; .1
�
=T -
ry
=
= ' ""�A"%r�
I
pil
.
-
.. 2 ARY- -
.IJR]
ROULIDLE, 4304ANE9
-
-0 _NO� Cr PANTL'S rX, .
I
�Nfl tlF W,,
'V�LED EfAiF __
1 _2A 7.h:_,HfAPER
I -
'-)
(_3,
"U-_ HEADE
(_4�', III )
��A
ANGLE.-NEUL-STUID 44 ANI WMI
I I
iN
E, -
)
�
-
RQTnE STUD
1
- -
1 , i '�Ii
. at �
A I ,,,I, A, r., .
I
_T
A S"-
__EF 7C" �E
.174,
09A,
�_ -
�- �-
-
- _7EEC -
� E
i
I
I
..' I—
, " - - - -
.' a I.SEC
I
R, '�_
'W. 11
I
'Ei � T
- �
-
i '25, vew VIESs
�
I � � r I
, AF17 � 1 Or � � 2 ��- -'
-
�_�=�
I
, 11 1111 I -1 I , ,
� .11 I " � � � Sir- ..,
� I , i �' A, a
"
F!�
.VA,
i ,
I � - �s vwr� Woo T"
4 AEAt a 12 1,i�' 04
", � I
_-- I 1
i I
_.S-'�
- ,
,
61 �
; I I
I �_-� i" I
ii
I
q'--"n--
� ,"51, ,A," I.
-
,
� ,q- �i
,
I I
.5
� I ONT'r 1
( 1
,
, 313 ,
1 -
.''i'" � , ,
;I I, 1i -C, "_
1, ',,-. -, "
i 5=1111111, "- A. I E,n_-J
�
r
' 1 no,
� Ii'0 19C.0- -1
FITT, "i SNTA-1
' - I
.95" �
. I
- ,
1. i �
� -
, '� E, I
, I ,
r _! I I
I
I - - __
-
- __
'.
- 2 One -
� - -.0a.
r- I
I
7 wx - 1 i I
__' ER
f( 5 ' KEY HOLE WASH
'
\��)
CRE
Z � - -
- -
_1
�
I �
.- .- f,ii -
- - --- -,
_'
(�) :C_MAJ��-
11,6� -3/d' 'F* TRAC
T� FLAT PLATE
I
II
. �
i � �
G 016' IV,,, i _' _�- tA?", -
f' .- STTFI ' ,
'. �"i
-'-�!
_i"','
-
'11-o"i
' "
"I"A cL P4I,,A�1%
_
WITH ST U D
r � - 15- —
'�"' "' - I �
/
J
I A
/'
I
I
I I
�!" -
1, � - I
i
�11'�_`i,2-
J 4 � i ocz-�
,,,,,",�",C,�,,,.,��,���L,�,,�ll',�,1,1�,�S
�L ��cpilo '''If
�' '" ' " ' , . ,�a� �
' " %,
ay" �_-_: - � -E " �' "
� �
I 1
I i
.�
, ,
� "I,
i
� 1
E
I
_�
I ___ i � I I
- - �'S' f
-
I a
SIC 44167 " -_
I
I I �
! l i
C
t i i
: __
� - ---. r 7SQ-
- .
7 I
__ _,.'�
11 'r� � 11
R �
,
� - - - __ !�Ni NCRE�
'J
n2� - - il�._ _ WiNV. �!
.-
15 ,.r'�
— i7 0 ... _.,
� BO't�
CCES � ,i�'tl
a � . -
- * � : * 2r
Z W� � T
- I
1. ZjA E tr :
� �_ ;�
I
- -
' ... f � ;�' �'I,. .� Z
I
_____
.. — — -
I
.
E
FORtuA WILDING COV. (High Velocity H.CTIca,,i, ZI
c ".
.
20 GAGE
- GAINAWFIED STEIL STORM PANEL I
$ n� "',
- �i -
(*
,Kry Hint-P
- - __ - - I
, :1 .. -
11'.1 ..:Ai
i
' I
air/Bi/ri
9.9-61"i
Al-PANU
_' .a - I - -
�u
__ I \
IILIECO,..
1111. PROTECTION PRODUCTS, LLC I
�9) 2:XZXL/_4_*
I _ I ��
- I "I - __
I
L
11 R S Ill "?Kc l_ %_.
C"C' I TrPir
ALAVAUM-ANOLE
C ,vi"Tiiil' ,'� W- - SSS-
ww'wiw ,"i '�� �Ru,iini,'_
i ..-
7 '1111.1�',;'? �
I
L-1 "i . -Cii V-11-
.... - .1, AS RE SEERS - - I ATIA,
il"i- - '. T' -1-1
PrONT ACS*Wi 'Ar IrIONTAT uTF, I Xi�76
- '�'1'10"X" .�N ;' CES
f1i f", 'i"'.91i '�Atib "SEW
- -,- L .. ..... _...
I "i- FFA/1
I - "'�"
11-
.�" "-Iff�7�"' TS
LA ,A
� - I. Z. Br�=__�; i- i .__ - i rONA141:1 ",
__ : % "i - -
�� L . ....... �_ - �....
. I
� li� "_ - : � -
_..___...______. I.- __
- " � "'___--_'_'_- -'- "_ "'-"
-
-'--W----
I �T �
� 11- ij"J_ti!_�'
. ___ � ____r7_ r ,.! _! _... .- "�rii' ,A
�
_ � - I - 1._.'_.L1_l
I
INSTALLATION --DETAIL$. r0R__PErQULAR__P_ANELL.1 _&�6 DO 9AR'Li Dr -TAILS FOR i9[4,lSiL)f �1��
INTO EXISTING POURED CONCRETE OR CONCRETE QLOCK STRUCTURIES 92KWE RM OR WOW
-
I 'it
�_- - �'_CRT "U'u'li: 'P. - , zi�-_ w MAUD FOP KGULAR, LIFE WO AND t-�Z: WC 9M EM-C- =.EM
I, co"�MFEI 'Wi - "�Ift'w
�.Ui D,L� CA, cr - - - ;; , r
E= WEi c. I za�- '.1
- Wir A & ir) r, . 'Ao "' '� I- r� li
!zE 50"El"Rz I 1.10. fl - .� I
��-_-r - - " I-"- I 'A' All,
1 '�� t..�'�-S_ - _ _ '��il�:".' , , iIN , , -
: i T F I '�' � � �" '111A , , -
- _____ � I -_ =� , I I I � * ��' A:
i ' i IT _P? I ,
-1--fi �4�::� 14A � 1111 �__ 11__i I 11-,"11 I, i' w, I - - ";=141.11 I
-i 'i I I I , I M
it--,Nt F, , - F 0 ,4 '� 11 III ,o-1-ii -, �6_� � I ,'l - -,
UNICIM i ii __ 1:1 - - -
RECREM i I 9 Z_ P l� 11 "Y' .' _27- - _ - I l J_'.'f,lI
- i, - . I / 1� "� �� �l: ."�' I i � e 4.91 SEW - I I"
'4�
- 'i i - . T � / I '- " . ,r,- , , _
� � - I I -'] ii L -
. li� - � - I I i 11 I- - -MiEce
r I t - :�.i I 11 I I . .--/", , I, - I - __ . -
I . � I ! 9 , ' I
i I � I I
r � 11 - __ . I � L Vill. LEi � __'. -
. 11 I AW ." - L I
�. I i _11 " ' � - I , i
iN coi, CT � I I I - . -
; I � r q � GONE, --- r, I - r - ___ _ . _ , E - - '. .. I
- - , 'IS E-CRK � 11 � IF ' If _"_;6�ii i
�. RV. QoQF-11 � -
i 1 � In' � ill i I �'�: - _'�"" " L - -- - - .- _J
� : � , 'L ka
I , � - _�� ,-_i) . 1 A- :�:._: , , , . r7
I � ) 1;1 ! t_21" '' .''Id"'.. lii�
I ILI . I 11 I �&rlE aiii '_
� ; 1� - -
') 1 '� , - ..' - .' :'�L I 0 ; ll
ideI __S S%" - li L� ! T -
I I A , - M___� I i �� _. � ,,, - _ -
- � � - �
, - ", - � C �� .11,
__� ff : t � � . �_ R--ri I
- 1� 1 ; r .
[i� - P I - ' -
. , I - m- , - � : - - F . --- . � � LRi - - N.
- I
i . I I - - I/- � � Er.,
I � I � :_ - - ii� � 7- ,� - - - -
i - - t2 'C �' -; ; � --- , ISSASSES - -
: -.,I , � _ i0iE - - -
- -4 �_ � 1 - ` .�_' I I I � .- - - _ i C-1.
- ii I - I - � 6- '
STEE It _ %I- i I i 4 - 'I ir '_ _'_
. Sir � I i 3 - 1___1 __Ari
E � . �' I - i i I ": : �' � ;-S I '
E - . SEE -A
R . � 7 1'..f, � K "I r,,7 ' �/'� " ." ii � ." �,
-7 M !' '; � � � � _a Sn A , I
! .1 . 111 _ 'R I I I
I 0 r"Irl r' - , �
. ! t! i '51 f I 11 .1 M7 I " I i
. I I � - -.6,ri-E- 0 1 � ,0 Sir 11 I r , , �iI'�,'ril��A -
I ", �' � �!" " "
��
� R ""�
� , Ir : � 1 1 1 , - I-i ' �� . , ,Ari ,I
MIAR "OREW E b i 3 4 A � 11 --- C_ � I 2
� �
. L-, I
rl�`,,`Pio CS - 1- � W1_Q_CHAW_'
ciNei III I irb � '
, E_ AS
ru�P � 9 ",� Smf 1/'WS -
I i - 7'' � SAiW
� -
ie� ccNEERERL 01 �' -, ? I
I- CCAVEISL el 11� - _'� .
_�: w
. 5 � -
I ' I I WEERMISk ill/" . r��'� ;Wl� - �1 - __ - . -
- . �__1_ I � ; ::: , . - /'. - - �_ . -- ��" _-RAW =- �
Vi IN W_ FAlEITNATC 2 - = W Z _.-
�-iA r; S,,� ArSaIli I L. - rl' .,,-- , - � - __ �
.= -_;i- -I 5
CSREEEC _(Slon , . h
IL'S AT cA lip-v"" I 1� '4' 1 1 -
1117flAc"GAM50" itlr!C__� oA, o� - �_' . ���
i ii S"ISIS A I- - 4� I PV __'i I
A�Axtr I A z� )ML � I --li
I'll, i i 7 1 Iri . � - 11 , 'i
, - '4 __ - _1 , " ,
� �
$11 _�'T'lif L1ff5_i5'__1Ai5 S . _NC 'CE I __ .------ "D �
SX.L" 3/Iri ii"ZF li�%- __ _ " ", I i,iou@
�
" . -_ AAA
ED,',E 'N Lxiic�* * I" 1' Willi , VAIKI � 12- FID - '732 -DEr- ".-I � __ .. 'ri � 1.
DISMAi 7 cN k"j. TuK oR I- , ��;F�- --H'� - . (D CA GI � . Cesi: F tpl,&N
P T WOOD i SMAi � _�'s' � I CRELF 3/, &.I'
- --I tA17'Sc �'mici_Ei � S, rii a & - - ---, /`__
,
. I liocro awl,NO � , ll� /� \\
I _//
__ 5 - 1cw I' 1i � CARCE . V., t I
� kluu, luvi, cR - � EER[s 1 5 NaFt.YQ'i -coraiivi -'�__w \_ \'_r,/
� I - PT MOD PL�T SPECCR � i I I
- I I TOP & 807TI'IM IiGUNTiNGS CAN BE
; iri Tili I ,
n , : els, ! �[ itlirplq�o IN Aii", A""y 10 I.i AIN'T' QA' I
, I _q, .L �J,Plril
- , -
� - I �X"IiAmnz .�i`CNR - � , g 'e; '�
I scir Aiilirlrill � ' g"Aill y'16"
'� -
i I f , I � uir-K c',i,'i 111i-
_ - i --- 11 iIr -
, I ,I--- POETS A 1ANVIXi -1 -,-.,.�l.",r-�,���,�����,�-"-���,�-������-
, - , /- - A. TIC
, ,tiN -, F - -, ,' ,
-
I 11-i-) � (ib � mrnr � L_�� _)_ , 4K' . ii� """N,
3 �' �'�-
�S=C__ _ ___ Lv'17!,vS poi 7 � '. ' .' " i CO: I .R.
. � 1'. It Pi � L' % '4 a FLOWDA RU61,01 - DE (H;ah vel"ily H_
_ - III �.ni, - I, r� / 4� ` - - " __ -
�ii - � - - cliliinfiCi� � . ��. -7 �� X - I - - ,_ _.. - = -
,R �' 1 '(2- - CIICFC� k- -,=I T-
, , Z : 20 WE GALVASIZED STEEL STORM PAWu- I "
� 3 u- �cljiiii:a - z ' no' 411IS7 " _- ____ ES
I � � = - I I : -
xtiN SECTION X-X =*] I- --, = �_ - -_
5mF 3/'ri � . +TC ee- _,;*�'�� - ___- _ � "i __"' PROTECTION PRODUCTS, LLC.' "'i
- _" _ . �F_ \ , OL08AL i -
.;;, 7 1 'er' I LTECO ",
SPACY - I �. - !!�__� i
� ffi, -R5__K_QMRE]D_A7LTD_P -A V�:__ - , , � _ - IIN �' ��. �
I 5 I ` a ert" .V-� �- "'�tT Ims ��'W' 7
111- - AIA! Vl=;_%�`t7l'�Ilr C �l� � n"'
- , , irlr�71.1-1 1". I,'�P.4_11T, 20-
99TTRIII-T&I -AQA&aRl-IQ.�-$�.�VCIZQIWQPD,-R�AUD�,5 ',,:'---'-r"T'4 T , , � I � � � � n'� I , ; - 11111111:r-1- - 2- I '.� �
MQJK�IXAN - I ,I
. 2.2-MLREPORTS;
Large missile Impac! load tests were performed under SSTD 12-99 standard as
per section 116091.2 of [he Florida Building Code. Uniform static loads as per
Sectiorill?'09-8.3,WASTME-330, Test reports prepared by American Testing
Lab of South Florida, Report #0814.01-01 dated 0311 V02witnessad by William
R. Mehifer, RE., Sorizlilli P.E. and Henryi-lattern, P.E. and Report No.
02ig�01-09, dated February,26,20014, signed and sealed by Edmundo
Largaespaca, P.E. and Henry Haltom, P.E. Large missile impact and cyclic
load Ings per Protocols TAS 201 & 203 as per section I 609.1.2 of the Floncla
Building Code. Test Report prepared byArrierlean Tasting Labof$outh Florida,
Report No. 1123.01-10, dated Novembi 2010, signed and sealed by Julio I
Gonzalez, P.E,
Tensile test report elo� QCM-198 byQC Mertallurgicall, inc,, dated March 13,20:09,
sigred And sealed by Frank Grate, RE, at perASTMI E-8 and Tensile Test as
Per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
ard seated by Jerry Jarkifancir P.E. as per ASTM E-8.
2-1-STRUGARAL F -
.MQIW-WW-.C-AL-CULATXMC
On 24 Gage Galvanized Steel Storm Panel for maximurn panel length vs. design
wind load, as well as maximum anchor Wooing vs. design wind load and panel
length based on rational and comparative analysis, and in accordance with
section 1604 of the Flodde Building Code. Calculations prepared by TIIIII
Inc., dated 1211 Oil 0 and 08/27/13 (for thua revision), signed and sealed by Waiter
A. T11111, Jr., RL
3-M-SSLE IMPACT MWITANCE:
Large missile impact under section 1609.1.2 of the Florida Building Code, as per
SSTD 12-99 Standard arid TAS 201.
4,W_D_LQAD_S_RE=,TANQU�
24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
pressures. Maximum panel length "I be as indicated on sheets 2i, 9, 10, 11.
12 and 17 of 18 of ProrEluct Evaluation Document (P.E.D.). drawing No. 20-175-
Maximum Anchor Spacing shall be as indicated on sheets 5, 91 10, 11, 13 thru 16
and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No, 20-175.
24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as prei SSTD 12-99 Standard,
teni"10i
,
i ' � A: nt �
,
'Bi ��. ..0N1n
.
I .01 OE *- C/
__ -1 . N'i - rp S
- - Q* __ � ;P .. . T_
____��= __ �M=_ - - M4 .l. S
"_� - I - 67 ', =
_19 - � -i - =
1
_11_"7�1/, - ,
Z'! Z' _" �" * ;*E
/ � / 1, ..'
.. '
.
.. '
.
. .
� ORM , i
", 1. _"
"rii " In 4 ki
I I
1 3
5. INSTALLATION -
Installation shall be performed strictly in acoordarlice with details indicated on
sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.),
draw" No. 20-175. Minimum separation to glass shall be as indicated on
sheets 3, 6, 13, 14, 15, 16 and 18 of i 8, of P'noduct Evaluation Document
(P.E.D,), drawing No. �20-175�
6- MATIERI AWC RACTERISM AND SPIMPICATIONS:
Shall be strictly in accordance with General Notes and Components indicated on
sheet I and 2 of 18, of Product Evaluation Document (P,E,D.), drawIng No,
20-175,
Anchor specifications shall be as Indicated on sheat'i Of 1 8, of Product
Evaluation Document (P.E.D,), drawing No. 20-175-
7-MiTATMWANDCONDMON OFU
7.1, Shall be strictly in Compliance with General No" No. 1, 6 thru 14, Indicated
on sheet I of 18 of Product Evaluation Document (P,E,D,), drawling Mo. 20-175
prepared by Tifteloo, Inc. and signed mid seaWdby Walter iii 711101, Jr, r Pi
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
as defirrad on section 1620.2 of the Florida Building Code,
7.3. Product shall only be installed Into poured concrete, concrete block, and
wood frame structures,
Product Evaluation Report prepared by Walter A., TOM, Jr., RE, (Florida License
No. 44167), President of TIfteco, Inc. (FloridaCA-4)(3067119'),
liAlki
D �i, T I LTL CO AWAO N RRICOR D a i P, E. REPCIRTJ 1
GALVAMI SrEEL STORM PANEL % D;W,'U # 20, 1 76, ;
1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
*IW ' I - 10, 210I 3W/1D. 4W/10. -10-6/5
5W/10. 6W/11 & 7W/I I
Y i Airl��SRS RIP CONIC I SEE Soi 04 SAEM a i. 9 a . I"
.- . _ ___ - -_ - - _ -
r' WIN , OR llirr,nr" 54r lxcrlow' ON s8erTA' 0 A Iii " AM
r___ � . . I .1 I----- '. � .-- ..'. . L1F-' I � .. � I--,,.-,-,. ..__.
e -ii t_._. � . 0I " - � .1- .11, ... _ i � � - � 11 . . '._____'_____ __ _ _. 6 .__ - ___!
D�Nl_(��)'(" ""'"' , .. -
ll'I'4)-"-�6I'�"I' F - �, �[' ....... 11 � - " '.. I I I -- -Li :- . ! i I—— ., .' 1, "[ I, r
�
".--I, ', I i r I I I r I I I I L I I � I I .. '_�
it _4 i ! � : i .
( I -�-- -r ------ ------� -11 --,---- � - -----,--I - .... . [,"I � ...
'D I ( , " -') , �_ 7P , (io ,I I I r . L � ! . . I � i �! :1 ! i!
i � - I � I : .
t .
I � � E . I � : ' I � I
I I
� I
: I ; � : � ' I � . .
; � 1 i � I : I
I
: � I � . F
I� L --- L � i I . � ,I _____ � --- � - I .. ____ - �
I I i i � - - �__ � . I - f- I . _7�
� - I I r � ! - L ____'
- __ I 1 I � �
� . . . i � r, , " � - , I i I
E ; I 1 : r � � - I , 1 1 : I -
I I � 1 1 , I !' , 4
. L I I 1W
0`1 � ! � I I , I - I I : I � , : I !
I , I ; I I
I .'r I 1, 1 I ! r ,-- , I
I ! ,i I I t I
: I : I i I _. I ' , I I i . � i- . - - 11
I : I I ASk, R50FID PANECLS W/ 1/40-20,"
i MA49i r,ori ? 1 1
. � I � , S.S_ NI ,MLT W/ 7/8- - - RE,
I l5r[ �itCTILTNC E5 I I
. � WINMILTiS 0 EA OARILAP
. i A!`PLICAELJL) . r I
I I I . . I I ISU SECTIONS AS APPLii
i I i i I I � I . I
I : i .
. � I � � - - - � _ - L . . . I
'
I � I � � . - 7
1 1 � I . ' I ` 1 i
� I . I . I I i
:I I r : I � : I I � I i i
� � I i I � I I j i !
; � I I I 1 I
I � � � � I I I I : I � � I :
: . : I I i
i � � . L : L � � .
- � I I I 1 4 . I I I I
- �
� : I I I
- � 1 - � � - I -- 1
A). �§. (7i) + 44 _� 1'sC . � .1 1; -a�e i i-I � � ; : � __ 74 � 1: I
D.1ir C � ;' '4i: - - 0: ___1 0 14(.)� - ii I I i 2
1 , l I I 4,, . . ..... __._ 11 ... I It.
- .
a)- (�). (4), Q) � C6).' - I" � _ I - -
I- NON 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, i - It- NIAN, -
f
Ivri zii 3w/.D. -Irvi ,
5w,, I D, 6W/ I I & 7W/I I Lllli� /5
-1 EW",I)AS rS�4 I,��Rzn SEE E�iCCCCE 01, '�IFFTI.i 9 & 9 �
ro;4 Kric, �i sircnoNS TN smEciis n, ,v i,
I
',",
SAA ICE4
"JI& EVATIO-N
IE.O,'j R SIORM PAII ` " . ULU
. _LA_
IN T-1
".__
1��All
2 Ii
f__ -_31-1P, -1 *0a V.-AiEr
li SAW, CS-C
I
EQ
INSTALLATION DUAILS EDR-REGULAR PANELSLI-lik ;J"A_
INTO ,E&STLNG, POUREP -QONCRETE OR CONCRETE BLOC ,__UBMVRE_S
- � � I PKI�R$7 f0i 0?4(�AVIL W SM,F.WLF ON SCrEE'r 9, -
I FOUALD CDWRITE pwrco 'Qr.,i;RML f4i CONCRi MR wti SIR, lACIKVN� ON S"CE, 12
OR coni'lli mi OR 0)"i BLOck OR rimac,XeTF BLOCK 3, ii- I 1711 V III I
i iisciuii DIA"cAu'r A"W44iii's REMIAD KOOKIF i, ii ILIK "NSAI i0 orcill Ii I, 40"
SA IPOSic"i -Ni"kVS . - 11 00% i'' K"BI "I
Z b I Ar,
I AB 1,
Pril mlinar oi rI&T ='"= Ism SCANT'LLt 04 . DAI. -Z I'
'Aw Sc I
. 314M 115 SN'lin e) I _ i!
I I if-- !.- . .- .' 'Ii (11 "I'llf J i
, 0 I V I,- i
- __ - \' ---- � '� I I" � I ' ' I I i
r I � t I 11 - I � . I I I I I � I I I
,
-
, � � --]C-" i __'C � i r I I I I
-, _'-, r r � � �4 14: - - I I I 1 � , � I I i
� - ��" L� i ; � � � 1; ! �:: i I I � ' i � I � I I ' I
I I I � � �
. : I 1 1 � I [ ,
' . i i i : i '.,'
: � . � �
I : : - � '. � , I � F .I i , . �
. : 1 J" I , ,,_ ) � ,I __ �� . � � L __� L `
� I I � . I � -
I � : �j L ' 1 � -,-- - � - 1� 1, ; -.
� � , I . , ! I � � - i K&TS V" "
, � 11 ' i " i '
I � I wl...�Ll � � � '��':" : if l'. --" I i , � T! � � I
.�.-.,,��,,,�,�.�:,,,,�,�,�,���-- _'T I �__.L I I i �� � "'�" � -1/112' � � � I
I ii:, i i� rNA, - 0 CA III ' I � i I � � �� � a
.
t I 11 . I [ ;�' A � 1 T a I ! � : B: �
:1 � 11 ." 0DIAN-1 * I - _A- i.IMA ,� � iti! VR� 0 , ! I )"j
I urr TA-AIN I I �� i �' , i '� 1, " I I .1
I-_ i IA,_� 4 ! , I Z i- l,' _"�'J III - � 11 6 L. - , �� � � I., � , � i I I I 11, � ii _-� L:,
- I : I I 11 ?� � _� AN i . i
i ' .er"" , . i , . ! - � I ' � ' � �' I I � I 1. M
I 'V, ,A"' - � Ii'vo, Ir . I t " � , :
. �r i � F i � I - �1:
1, . ; i I X, 3, " � - I I
: _� I I � ii 9
I c I L . I i I I I : I 1. � i . I � So%
r, I . .
� 'L . R '� . I I , � I S,
' /.'* � I - - ;'/.--�'- i � .
!".� OrNi� �11 I I i -1 , �' � i � - .
� , i ; � ! i :1 I - -IS ��
: � :� ' ""', 11"
=! �'�'Ain' ' ; � I ,
i W ! -- " J , F r
Ve" , ".13,i is i �;�. ,, iRii , " ?"%. 11,11'� 'i R, 1 - I i I �
. I 0 W ! , . *6 I I oj - . � i j
7 I I �
I P 9 11~ I � ' ' I I 'i �;_-' '
! I � S' . � I � - "N" - """ I 1� � I I
P'li- �F' 11 I - f " , l � ' "4 r ; � 1 1 ! I I ,I
I � cl�' - � � ,I � ! "i 1 41 f I I 11 I �
� I ' I
I . I � , � I � � : 11
� ' � i I I'll I
I 11 �..E�a ... I I 11 lc�l 1 ' -
I � � " I 1 � � � . T EE�i ci"'.." 4 6'-.�' �-_- , I
I i I I I 1. ; ki,i�� � . ��!i���iA_j !E E ._ , ,
! i N .T) ' l
�n � i i A i �
I A!., t I � imi � ; 1 � "Oli. l - - 1
A uAT, I 0 � ... V*B'_I I I . Not Al, N, ar"It 'i 3" Zli
; -, , .L " I DA..I& AD & mile wis ,
r-k2q�" � ,41:11; " I I r UNNI, I I Stili � 3' III , ill.
4--r-i- - I I - I" V I i : 1 T '40Q, �! � " ______ ! 4 Or 'L I. W,
I . i ,P,, I - -IN
,
Ir � , J�' , C, l I I I f1i li� ; � - AWHOOS FOR CV--n $St Sciffolili DIN W.-ci 9, , -
. ; � I I - " Wi SIDE SECDONS ON Val 12
�
I � l".��"". I i ! 1, . I I ":D ,
i - ED _L, _� I I �
�A) � III.. iiiA� li �
' I I REGULAR =BM W��'44� & a amwtw
r 16 C� , : I . .
- - ,ii.0 . 12 i .
I .. (: - , j, " . _ i &A, I I � I I I .
F_ I LIE-
- ' L. , L�_� � � 0/4' ��. �.`Ai
- I ' I I 1, I IS _ ��' - _. - � � -
I I � _. _J , � i T I � rice, I ! 1 2�67 i
� . � --i 4/4- 11 ".�4'0-sll.VA" S!11 flOLT � _., . '. -, I _ I , J"N. O&ALIA, v4I ui (4 �
'� .
� �"' ?� 0, 5�- 10111;1i; Ncl I .. -- - -, - -- - --- - K� -
t a 12 1)21 01 D uliNCACK Awria" 11 ,�,*-�-'��,�,,-��',-��,���,,,,�� "c", iI1r"'�"/_'\L/" 1
N � .
Or lowiri: ci� 11
MNAFTM 40i S,14,%clir
Irl"i WIl"i S"liccli'AIM I S '� "C' uAw, 44ip
wii -A.D ralt Scuii DAN I?'Er Ac"KA"If Dr� �_p'
sAip-T t� Ni P ��t W
- __WW 00"C"ITE M III SECT12S. A T_YRAJ
I 1W V �lirii 'I" i Ill wal"i SCALE VJ2'."
=.CRE'r ]i 'im"i
"I'VoLlor,
21ff&T_ARQ_WAU_9jDVEW QIRECT ,A ECT MQWtUING
,111 WAU_KQUft1lhQ
!L
Ill
!t T�
lawr §K910iii
%ALF 3/11.1" Scxt �/e'- 11>1-1'�MAI
STAK IiI E0_p,QMsMEiQN__Q"EcTONS
SEF Sr-4EDULZ ON TOP & 50"Frov 4,101iinil'i CAN BE
sri�F-' 9) COMBINED N S" WAY 10 $VC ANY
INSWAAIDN
._______1__ .. . .... '..'.__ -1 ... I - _
3P �0-k -TRIME.-MI
-4 ... a
(1)
(1)
=
(n
-a
iiiiii
>
0-4-
(1)
C-
-II.-O
=3
(L)
L_
a)
L_
0-
C:
o
'i
2
0)
=
c-
C13
-0
0-
.
.—
CM
-6iiiiiiii"
0
a)
-I--
(n
a)
11
q
0-0
=:3
0
CZ
0-0-0
0
iiiii
.=
- Fn
I
0
=
"
EL
=
-2
a)
53:
Co
C=
0
.0
-4-M
CIO
U—
4—
0
—
CU
>
cn
—
cn
a)
"
_11I
C113
"
CDL
E
�
Cn
cz
-0
40
.0
-
,
CII
CD-
<
a
4
Z
Z
W
mi
A, '� % -I � i � "�.,
- I I
� 1, : .� , ,
r '
L .
VIRT'UAL EVIEW ASS"'
virtu I Review AsSiSt, Inc -
Plan Review completed and
for c mpliance with the 2020
lit
Editi n by Debra Arine Klahr
I I I -
(n
"
(D
=
U)
(D
C=
M
0
"
"
=
U-1
2
<
;Z
;Z
<
_J
0-
11"i
Q)
(D
C_
U)
M
>
0
L_
CDL
CDL
<
-4--i
0
=3
-0
0
L_
0-
(1)
(1)
M
M
SHEET NO.
SH 1.0
pproved
BC 7th
K2300
0
A,
...... . " - . . .... __ 1.___11 ___ -.....'." . ____'_-__. __ ...1. _..______. � � '_._1__ _-.1.1.11 ___-.1 ,�.11--�.-I'�-�.,�1.111.�",,-.""'',����-"-.-.--�-� ... 11.11, 11 11- 1
Uil ITTITIONFA, 1- A
ONI I WALL AND_&QQR="_NT1NG JNSTALL&jal�L�R A:1F "Oddi
O"I� AdAAAvK I - * AT. NONA
.
�
. 5
� 1
�' UNWAFA,, " �
A 1. SPLIT, � -,- � d,_fA,=,-ddNNT:�vLE. , ____
I j__ - - - .* ,, .A---
1� V - ' 1, x III Wilw".01T Z_ I. - - �� , s ANl
� --__ _Ii.� ._ ________2 -F
11 1 4 I, , �
__ __.. . ____ �i'_17'��_"_�_
, 77- �
TOWTOT _"�_ ' l - __ __ - � � , � _ : - - - - __�]'
- I u"ZIF-1, 'I'I TANQI � ' ' ' - �
J '� - . - j � -- 1Xd= ` I '_�
11 - - III., 11 ��_� 2. 1 01 . )_ MIA -IXM - 11 I '. i"] ""1"1�'l"�'��'l-l-'T-1.�".-Iil. -, . - L
=L011 I 11 �_ , F 7 , -, � 11, 1 .V"lANAAROAd : __
T, i . I / SO ;�
- t, R , IT W_� 77-FT � " ,I
" % L, 0 T'. t 11 ... I I T I I � 1 1: ;�' i j.� ��j 11 ,I L I � '� � � I i I [_
I I'll,- Ili 4
T I I"i ! I � �111 alitild ... TO III - I FIR iii;,:iiii, ,-,.",III
L ,
i _PWI -�-': - " IT
111111
�
I
f
I
I
I
i
11,
I 1 - : 1 I
k � I I III � � �� 1 1 ; � T 1 � �� I "
�
- do- '� � � I I �
- ,` I - I I I , . I � i : , ,
- , � I , "%'� " -, ddo'n � I
, -�
� 11 i I I , - � ,
'� IN --I- ' ____ _ ." v '. A ld. . I . : A '
�' �� � i �
I �' '� . k/2 J
' I I
, J, � 4 �' - � � 1 ! , � i 1 , � ! � I 1' A/2
, __ - - . .
I '
'
III 3
�
I
.
'
_ � .- I I : I
L . 1 � 11
"� i . � i I I i : .
--F- I �W I '2) vW. NIII Ai I- �
I � , . I I �
- : ; I � 1 ; 1 : i
; , . I I ;
I '� Ol 'I - YALIXI I c - I � ! . , v
. t : . � . I : : P
i ' i
I � I ot . - =4�AFW W IT/W. - I . i ! �
A� I � . I I . .
; i � 1 i I ; � . . i ,
� I. � - - -Tt . - .... AdATI v,
- - I - i . 3 � . E 9 I i . I I I
.
I L
�
a
�
i
____pm!' �
- NOOI I ADN"T"I'di "'o : � � � i � I
'3 - - �' 1 1 A
- O� - RdOlF � � I I
--L- 7 . I
. 1 i
- i'_ - 4A L 1 1 � : i � 1 1 I
! 1
�� �:_��
I
�
- i A i I Ji
iddiiN NO TI - � �' � i I I I .
i IF I - I � I
. i I - - - I I - - - L -I-- , _' . __
� '��i ` -1 �
ff I � ' .� � i I
� _ - " : I
P I I ", - I " ,,, �, � I ,
� . T�K $9 - I I I ", I .1 , : � .... 1. I _i� . �f_ I
- 19 I � �'.,"j -_
t SITEYAL i :-.1'.._ � , I I I ANVO 7�
I
5
i
A � ,_ __14fi
, 6;
I , WN I 11 . �
11111IT"'.. m;Wm;Oq I -�'�' "4i'N I
I
I, SIVAT T! 1 '�/4' - I' I . I
� AN"Add, "I I � !I I I � d -.-.
! I I DKEAR--1 , - _____�i,V,��Tr=li��' t 11
. 4 � I * , , "TI" - I �, I � I I
� - �Mln..WT_W " "'Al __,,� !7,T.I,-�-'.-"[T"-,.;-.4.-�-�,"-'�Z7�i-,'---i--i-
-
I
I MU!"i :'_ :. i- .
- I QI, 'ZNQ 'Ni� - ; 1 I T I 1. � .
.�_._ ""N" ; I �1 i -r'l-t, - _'
F _. I - - __ 1 -
"O � - - - - __�__��T
-IM694MA., - 1 � � , 71, � I 1 1 t ! - -
__ . � I � I I l .
�11
� � - - , _' I � ! , ; � ; : , �
;ilzr I I , .__ ,
IT - 'I
'. I -------t UN4FId�_ "A - A� -7 1 N . . - I
Al IN.A,' - ,II - ld" "" 7 T ; 2 ! ; i � 1 I 1 , F
I z T I . I I �
; U IL I t . . � ,
. F [ � 1 � �
i I
;
7 : :
i �=i��_Ji � i � ; � � � I ; 1 1 I i i I I T
� � I ; I i -
� � 1
' , ,
g i I � ' i i �
� 11
- I 1 � I � 1 I
� ��
i I
Ili
L , I :
'__=�, � � � i
�
i Ai k _ .... � - ___1 I � I
- I Wo - NNNAI - I � I : I 1 �
� J . � � � .-I I '� , -- - " T�� - ,� I i � 1 : 1� � � �
T ; - - A � '' I � �. I " I i � I I �
-"- I 1� I" xv A,=-- - : Lii� I � . . .. : - �� I 1 � I I
I T I � I, �, III e - " ' I ll I � ,
IT ID, ';� I _�! � I i ; i ! I
RA, I I 1 _ � i
- IF-, �L I
, ��
4T, Tic T � TITA 0 'N 11 li 4 &'R�' �R 4 1 1 I i I I � i
I T 0 T I 1 1 1
� I I I :
� : A? I � j i I � , -
. I
I . � � � I I 1 1 I � � I
i � t�_�Irli Idi I." . - �i IV= ;` �(-`�' 491;VIII - -, I I T : � � � � . L : � . I �
�
9 .
; E I - �_r FA-111 - - - _ ,-- , � -----4*-4&--ft � -
� I - � A`
- T � .5i - - 1 i �[� � � - I � I
- ___ 7 _ - __ 11 ,;I � J i,
F ; �
I 2 I .
5
2
I
I - f . ,I ;t � :I .
. . /-- �u� - 111 T !
- , ;' I
� I 11 . - Ii L&�=_4
i
- q , '
__ .. 3 ,
� -- -11, __ I 11 '
Vn - - -I -I I,' ".
'�_�;
-
�"__r - � . . ,,-,, � 'M' r. FOR & dI__
, - - Y 61 � '
� _ j___L 1 ;
I
i
�'
I 1 to N�j - ; --J_'_� I I I
= 'J
. - 2.1.11.
I
I
� �U0XJFAHU,Y.UM,QA
I 9LEYALIP" 5rArATjQK_Y_A "
I �
� � 1 "' R�A_E 7A&-_1= QQTI i, d,W- I' IO"A"Nihi %%I "Ono
I
: � 11 I � . . I I
p tKININNJ - - DUA"
- od, s".
----711 HiNdINJ 'Ri-
'�
'�
�
, 'T�""���', , 1j
_4 71-- W
1, �' , IF 77, QXKI
'4 ; AT
7 ir
.
'
"TAIA&D CK-RI I ' ' A
NO.Adi I _�"�q� I I . I
r " " ! " .I,
.
--- .-- -,'I . So" In � * -1 . I
I J : 1 - - - - _Twe T.L&LIci-4 - :
1, _'_ . .
, j 1 a ---EW p-i ! . 2' �
L� '. " d)A, PKII 6 . � �_ � IT .G' I . 3' . I/6- . ovdmmdlilff� i
01 C-"- j* r �'_4;� - --- ,,'�� �: � � "
I 'a � "' L--Xp- --kI IN, 1 = �� L ,,,Q",0- 147/
ITTATI . WAVIM 4'- - � I L
"'
,
A�L__L .-) O' .',L. FA, 1__ _.L_10!__1v I __ I 1 7 ] " �"" '�' .' �' ,
�. .__
-n-0-T A.,-`
-.I "5
W � - - \�CFN,rel'.�
1i -8. TO R_ ": . 5' it I, " I
, -.,. 1__t_� 2' -, A' IT I
� �E
I
TO v _. I, .�
ft, ,,.-/\ , � " � - 4 ... �g , , , , . � A . !:- ' 4
� ,,,
" ",` ,;W I
Al. VEM N A 0 , L!��W-071 r Il &':, Q'IT' � : No� 441 57 - -
im * .
: **
1u__..___._.__11j 5;
I . . : I FLORIDA BUILD" CODE (NIgh diddkk!'�Ily Harrivorm, Zoin.)
NN, vo - - ESSUITIR RAROL ' *
.g r oo As o DESKM PRIF z . _____ - -
- + -1 UX &E;_Wi� UL . dFAFTI 1 Is, -1- Ir �A� � � "�Vpdl AI , A
mm'dilk TU - , Q.., � - -. ,to-diftIN �-; - � 20 OAGE GALVANIZED STEEL STORM PAWL TdAAARd W
agumi , k. - A ' ;' I`$ , j I
jI:i
I
'icI �/"_ _____' , I "FlAil"
�__ / \ � GLOBAL PROTECTION PRWUCTS. LLC. II
/ IILIE C 0 iffidic. _____
� I 61 S.w
UP ralif lTSUAW, TT biloAdditamm CONI Q_ MI.
W-Ar- MULLION O0, kI IRS d"i ST" PANELS ON MP '�
lfuttaidl so TW q 1. IT 109 00 GIOTTO. - OPENVI . . I I - 20-176
. '____l'O'NT "NARQ OTTATM-1pi", - I-1--do"
I
� -va TOP & Wfio"') _,", I - OTTO.F.-Ili -
co, C NIMI WDM W/ __ niI &d`_11-iNI - - __ ---r--:= AA_-':
I !��_ �.� - --- _
411, . �' "NA-, .I I _-._4 - I&I " � .
"" I-11f I -;
M=' I
I .___'_'_ ... _53 14_�' , � , =:----
. I
-'-,---"-,-,","--n---'L-',-11--- - - ." �
1 ' """---" "" ' _" ____ ... ... " "'" " " ---"", '' ____ ' ----",, - "' -"-- _ ' ___ 1
1 I
I i
I M AIMUM ,3Z__U2S0N__f0fT'_S5,VSE R INC (D.S.f.) AND CORR _Q,K N-G �
.-AXIMUM I Cie 011-
. JAlIIE!AN9Ik_URQ18_"_L _.',%0EQ_UJNE
I41,1111, bNLY " FWAl,SL ,_2 M�AIJAIIQTAT To � SECDONS, I Olfild 11, :N SW �S 4, 5 A 00
. Li) &. I, ___ ___'__""_' E _�� '' � ,
- !
'"��710"Iii`ll � 1z;_'7= li;�'i�_:_ "�;' 1 Ili-14- lI ! "T"Et -4,11" I "' , L�_
UJIGN PRESURE I N M, I M
i - TMEY�2 5'L"' , 1 . Ml �LTQT' OD"LL"ON
T�' ., __ __ I �i - a TAIA, -_ I
I I .:� - i
155O. -r- � -,Q, O; , E�� i , !'� : ONSIPLIM � S A I I
�� I I __ __ �� - ____. -
.M5. _'Yjz �V_5� 'b �_,, .... 7 Z' I INTIOVEW I i I 134 1 I
I
i �. _ - - I - i--- . - __
"Idi i.17�'_ i .1-1,_ 1- 3 - - 1 . n7"'��!��_
1. � I - - . f
... __ �_ __________._.______ __._ ___ - -
,, ", k
, .1 C -4'. i .-' n ov; I - AT OlW%-1UNi= di� I . 'n
.._______._ __ I
� %x7a IV �f'o-oQdl' S $ 11 li A R��'I �'_ NNIL" A &O'OlKIII O' , NOc
W-II&III �UAI 40E�K . ... F�RL41VR"'ATjH0 -����.n-C.QRRESEQaM-,MAXKV-4�_All'�%c..HQR I
S ..... 11AN INUALLATIO-N-1-
EA.0 M r REGULAR STORM PANELSLII)k �
INIDL. WSTINK C BETE & CONCREJE BLOCK SIRUCTURES �
I
I �vAuo ORLI NNIN N*MFLTI 6'� I,6� AS PU SEC1foN.5 I TMU 7� �:da Smuun di & S;
i7._Z. -A .7- _'.. V`lulla NI �,z -, ",7. - . I 11 i
i___________ --,-. - - � __ � __'_.___. --- - i
Q':T". EdJI -7 tI L x AAII III-, -_ � ,didpoll" �'ls Z_"="A 1� 1 .. F." i
� ,, L
", - - -- -- -yo- " __ - ____ - -I- -7 'W' ` - -I � "' TO _ - - MV I IDTAIR "I' R,
III "n ] 11 I
- '_'rT,l x Q_ ,,,,',� _ _N 'AQd_N_ 1 1
� ,�, � ,,T: "I -,N�-t I L": Od
� _ � _4�;
, "Ni ' _' lv � OpAi C IQ = LITAX, N �'
I III IT , ; NI
10TIT, T I - _____-. '1"'7M l� , IQ �` ------ I ..":.. , =_____ _'_ ' __._ ,
_ L - - �' - 'n �� 4 __` .1i
i � - � ipli 1 �'
i ! lTld
�l E, i : ld�� � ,,/. 1 -, Wx I A, I IT'I'd _ (llg�
I I i '.� - i - � -- -' � I - - L I_- __4____ - - _ -..----- ____ � I 11
1/1 � . I I, � � 1 0, I s- I l
� . v
I 1 NIQ � � t L
. - --- __ _ � � . _. i _A___i_._.___i_______: - -, , � -
. I- i - �__ - - - : I I - -
I .- I .1A N_ I I r, - I ./A i � .?A F'. i � I/- , -
I I - 1 - , �'� I �
-1 _______�4__ L 1.11, -1. I � - - - 4--
, . ,
. - ,,/', . - -
I i 6' ."A V. . � " NI �" j li^ i 5 I [ � �'j
-- I . i I
I I � , . _ -_ - �
� I '. �J. I �_ ,
. N - :
!+-II -��c di- ./d, NJ. I' I I/-- T-I - - � �!FtN) T-1' C� ,11 -
� . - I ___�_ 11 - - __� i i '-4__ � LL. - - - t
I __ I r �� I ,� � t- � ,� I .- '. ' .
�' ,,/A -/- f - - 3 Ao-
� I � I
I __ __ - � . 41 1 - . L'--' ]_ 'L I L --- - � __ 111 .1 I—- --- I -I �
� � �_' , I -.-,, 1", -
I I " ' "' _ '. : , , - � "/', 4 � "T"l TW'� n �
3 I r I �I "� li/� � : �
Ir ' ��I� 1:111 n, ,,_,- _--------,, -j ------ � _�
'
", ��' , I F 7 4,7 -ATTIt T
I I ,--7 o. - I ' _�7_ ]", ,_ V�
I I I v I "I' j I di� 7 'JO.4111,11 :
1 ___ __ ._ - - - " ------"---. � ..... ��j T�_ ' -� 14 _ __ I
_ � i - -,""A � N1% I Z '17� 1 , '� � � , '/,i, 1 � ,I- � � 'i; 4 � d, V., -rW"fiI �
LLL - - 11 I, I
T . IIEE, . 5 I O . I � FLR � � & !I TOO �_ � NNO *VW 'PAW 1"Ai -
W A";NGdI, FA__ - __ fl4 PIP - �Oidli To, - �_fl 'O., EQ. � i
", .WIFM . __'� INI ___* S"'CAR, O'd �Idl___ "I"XII4 $d"i"Al Old Fir ,-E aff I I
-
� """"S "Op"I" .,,AA, ,`zN__ .
-
-'r - " IF "O"N"NE `QN""E
"
l "'O'O"I of`�`* I- Z :�
"'
��' .1 FIT: 355 - -.1. P`c ; M,R,'t lod, k- NN� LIT 1IoAQAQ II .
�
AYOW Ilin - � 7---77;:;�--,i7�7.-",------�7/,-7,-,--.=-T-,/-���.-I l,w. �l,,-� -1
-
� - iii Ni � 1 ...... I Tiffol"AN
E - A, lt��..'�'_k� _. - "".OZ'V" k' T1411"'I"
'� 7 _� _11 '� �'; ,
----. - � __--s , � � , � '.
r'n ��'�'7g'�� ��'� T ' - , QZ IIII
. F__1 I , - ' - V,
-7, - ' ' � _- - -7--1 - , "� I '�"--' "s '. $
� I Add- I ,-,A O��-j � - �T __�__ I- __ ---t--- _ �___ I— " , I, � I-T ,1- �� ? %
__ - I ' � o 1. FLORIDA SWILDING CODE (14I Y*ToCify HLIRTk011e ZOng)
- 4� .1
i "
I - i-�� � '/-, T_�_ I � �. 9 I - -_
� :-I � No. , -I', ,Z� 7 *� a li� N_N - - I
'
"'Claft I __ I .1 � . - 1 20 GAGE GALUMM STEEL SIOTFW PAPRI t rp I
[__ . _-_�_1iT:____A--�-- 11 - -I- L _+ - i 1 *: 11 - ;*=- .- 9 - � I
- i
'
--- - . I ____ ______ - _____ I
- Ili, _ :!a�__ -- - I i WI./M
- ' I EUV�--_-- -
f__ --- l, ,A" - - ____ __ !. . � . %'$ - .. STA - / IILI C 0 INC4 \ , GLOBAL PROTECTION PRODUCTS, LLC. D`77L -
_f� __ .. - �-' ��'�. ,Qz TO 1 `Q_ -�`, " lip"Err 4
-
" � M �_] 11 <,y'-. , _ " FAL-I! TTA_ IT Ii-NogOW Noo'n. =ll, 5
� - - - I',, IL - 1.1-1-- ,,,odI n �WA.P-r"; -1 C*NAddA1 20-176
O� .;S2�6v # �
'z' - li - _A` O"Not " .1. -01-E lo-il'10-ITOR �. O."I'Alf"i �
- - � Q'Adi LtVI - ! j
ON, ALI " " -;V'--;'-r
"'�A'_. 'Z"._.'"7"1''""*__ r A .'�Fm� :���RiEKZ:':R=q_ " tt_
I Old 11rq id. r_� ", P t J. � n Sg�!'L UPI I � 01 ITS ,
I..--,.-.--,---�--�-�.��..-��-�- ____.' �__ ___ __.___,-.-1__'._ L _3 - _ __'" I ... I.-;_ __�J`N�11_1�n�. .--.:
MAXIMUM. -II DESIGN PRESSURE WING (II AND CORRESEQNDING MAXIMUM At&'HQR
SPACIN�z 5CHEDULE FOR REGULAR STORM �MEINS I& JA) INSTALLATION5
IINTQ Efflj[NO CONCRETE. 91; C9NrdREJE BLOCK $jRU_QTVRE$
NORM CoRf Top PAWIS6). fZVOTSTAUATIONS AS PER Sli I THRU TV, ON SPEEM 4- 5 & S)
_
��!'�'ill.
__ ___.' ___ __.1._._.
WRINTUM -Oft SATTLAM nW F.D� - --
I Tie
7
T__11�111.1
11.1-1. _
1 �111-
'k
. .
- _. . . L - - '. _ .,.-,--1 . - - I -- _- --- . I r
__ W"1111 I E!�,�ITiATT. To Wh �L IN r INTICAIRE fl,M, i 11
r -_� EE.'�":��J��:
"Et�p; 1 � � � I �IQ`
i ,
_TAw<A%o 741
I pl�
'T'�''
�' ��.�� � � � - _' _��
, I ....... I..... - - - - - - __ - - - I -'-- ' ;77 I � ' L_ � _____ I?-T- -
, , TO M � - To I-
E V! IN, I'O
F"cTolims i a
WY oQuiddAiii
n",.'.�"
, � _�
."'
�
I
, 'OpI � coi,ewld, " co,Cf-'T comlif nT I To cwc-I roigt � IQ COAToRSTE �_ � rp,II .!
moc� 1 E c'NO"i CoW."I
ThOdoil" � E
I aL� &z I 1 � GLc
W- x.
. . i I
OF Ol"
� I -
L
- I/A
NII -
�/A
1 6 - N/A
6' : N/A I ,
__
�
. I
T N/A !N�A
I � t Ill/A
-
(Tv"')
I
� �
__ __
��
� 4'
-
- �_____
./A %/A
- I .
. __
6' z'
- -
___
�
is'. 6- 1 fi-
.
1 -- .--,-
I
.
� 15' NIA I TTIA
---- I— L
-
I WTTcw)
- I
I
-
� -
%1A
-
N/A %/4
� �
6. '�.NA
,-------
. '.
I, N Oi
'-----,---------- L.. _ .
I 'fN i:
NIA II
� - _... i _ _'...- - . - �
� C-09)
-
- _____ -_
I
I
" . � R'O,,
. . � � -.1 -
'C"' ; li/A'
. � - __'_'
S' N'll
-�'r-�----",-''�,���-----�"--,-�-�.-�...-
5' � �[/'i 5,
__
N'TA � N/A [ II
- I__ __ � -
'"
i, dE`(Qrr"AM�
-
� St 51 :NT V
.
", : id"T,
L
A/0' � ',.'A
I" N/ T
,,,,,, -
is, � 6
, ir, 11 IN,dA � II
Id I , ,
3 A 4 (TOP)
�7'-L` TO 11 -1.
I
ORXr'S
" "' L ' - --L'- - '
6- l L 4'
--.---
L L - � , _
I
N/A Illf,
- � � �
I I I ------ "".
'. I �
- -
r - � "Ir - _ � 1- � I I ... I - -1
- �"_"_ - - � 15� _ 5�
1 � --.-- __
. 11 I 1141- -1-- __
&_ 1 N/I ; N/A
� t
I ____
._1______
� iWT`0MI
-
I
I
__
,I N/A
� __
� �
n �� ,
�
E
NAA . N�/A
..
W ,/A
. 6- ! Ni�
- -
6- i S-
.
O � N!" 1 6-
__ �
.
6' F_ 5
'
! N/A I WA I NI
. ___ i __
.
I 6 1 KA I %/A
I
7 _jlap)
-
-
,l a, 7 (IRLYTI
I
I
�_____.
�
- I .---- 4--
i
______
-
-------- E.
-
-_
NIA, I I41A
6 .
.
$2 4/2' : i/4
-
� 12 1/2' � 6 zill
6 '! . -,/A-
[ 6 I/c N '_
� 6 I /4' 01
I
I
II
5 (TOP/BOTTOM�
I -
I SO � 757
_____f__
Rld, , ."A, ""
m
2 7/2' : t ='/A '
' . ,
�
� 1�' /2' ! N '!-'
, i
I -
6 1/4, � Fr "-e I N '/4
�
a I ,,Q- F UIA
... _
I
��' ����
.-
. �
77I
A - - ' INI, � , 7:1Id"_81,
'le T �
, It
10 ill'_�'
:;7'___
TV` d)
1.1111-__..�
�
-, N�` r TITIA
-
.... I-— �__
.
IQ I '14' N/A
1 IT 1 l'4' 1 N,dL
I : .
� 1/4, ; r
6 1 T4 .. . N/N
�
_!�' �11.1_
� id', A
_11.11 ,�'
... �' �'
T iN'A""vTSrRo1vTI
1�1111I'11__
�'v V. roi lv-�
2� _�
-I,--:- -� =�.__1111
'41F � 14 � nR�k
�
� Q.
KjA %/A
�
I i4i'd, � N/A
r
.
N/A R/A 6 1 /�_
�
6 IiR' A q4-
i 6 ,/4'
-
Td� % To (TOI
_..____�
_48O
__----__-
s. � I"
-
.
. Nk , N/A
, ,
I _.__ ..----..
i �'A � � l,/4
� .
_j_
--g- _.___T
r .
N/A I "I 1 6'
I I -
L r ____ __ ,I-.-_-_
.
I -
dl� 5 -
t e
I f, -/A-
,___-_--_, ___
8 (%7cu)
[43�8'
oR LESS
. .
9 � '�
:
�'
_
.
N i. wA
-
�
i �
I NIA "
�
.
1 v
N/A I NA .
i . i j4-
1 1 ' 2
..
-
L ! f, /'.
-_
s dZUr-lidi
I 2*-A' OR NM
____
I z L
-A � N/A
I-
ii ,T/"
_ I
I N/A I ./A
11
____
N/A 1 NA � 11 1/4'
I I
I
I 6 Ile 1 8 1/A'
-
i I I/.�
-
I IT, )A
I
i � P�� T;% II AND t2 FOR Amuddd�_ ,,MT- a VAC"G FOR ITFYL�Tidi INTO W=Mmo I THAI
� iAAcjw:TIi w wilmiddow TESI mtANCE ARE .0,01"M ;R, -_-N5 SC�,I "OR Z,DL -E---
ThAN =C.w OR !TC'mma IFEDUM � �vx; MT AOLITA,�Ui �_. � 0. sm'Al w
�K "W"'i FAc-ORS Fop �'_ QpvdA")N To m: I'maLE, "FrOXED $A"i oJITTAII U5014 YAI
_� I EK Lm Id- Widdill"Um SpArl"IC INONI FOR EACK �_-w TIOPE AT, mi LESINE,
I "'.7. 1 t/o.
I'di...
'rd,
fied, I v
;'�-A
ANCHOM 77
'rr - . L . _
I, �� L �
,
I-- Z_'I
Awmi
3II
-
III - I QNA,,A,
WIR I I
� -
__ RE'
__
lAW WIRTAT RIO
�
3 b I
�
t
. .... . � . .
1 2 'e,
. . . . . . .. _ .
$
'_ ___
�.��; � T"� � -T. � r,
-,=,- 1
I
,
'
I
3
' In
,
I
.. Od"'.. df�I ."i
-, -
-H
__-_ �
0.
0
___ - - ' .
I In �
"_ - .- -
� I� i,
_ .�
�mx EA MW 0WIIII
_Li . _1�1 __ - .
IF A e T 0 a -_
I ,/z-
- - '
�
___ --- -
2 'Ir - __ -
. __ ---... __ I - -
__ __ - - - - , - -
1.11 .... -
I "O -
____
- I ... *i__
-1
-
I - I L �KL. ' - �
5 ./I-
__ I-
Iw - ".
I -
______ ____', __'________ "__ ______'_ - .- � - ____ '� ... , � "-__-'-_-''- "I L-1' ""' '_""__'_____ "___"__'_ ___"_"" - ----- ______'_" _-, __"_ - ' '_ '"' . . . . ' ' "' ' ' _ ' -, - __'_" ' ' -, " ' " ' ' " '_ "" -, " '_ " ""' ' ' " - ' " - ' "' "' """ ' ' " "___ ____" ' 1111- - I "I "*III -11-11- I---- __ _ , I I L
�'Lf�� & U 1: F,
�
INSTALLATION QETAU FOR REGULARTANELS, ! �/%"' .5,% I IIII �'�,I R/ - 11A INSTALLATION --- DETAU-1 R__REQQjAR._EANEUd & ,�Qk
.
INTO EXWING )MOOD SIRUCTURES I /" __- - O 4 A. di, 0 t log INSTALLATION DETAILS FOR KGULAR PANELS,,j',l & � I INTO-EXISTIN.G--WjDDD--5-TRUCIURE5
- i AA,R,, _ __ IT, -'-V NAD 5 1/1' vN JNT_Q EXISTING WOOD STRUCTURES !
� .
I FORT L�� vA me -0, ,ARd � #,,IV - __ ___ . - ! - - ' ______ - - .
li , - W __ -.1
. � - __ __ - 11 4"/1. t� � Ai ,I l'17 - ",RIAERD � � � I ' IL�_
- � T - I 1 - - - =A. - . � - _!N_ __ I�.vr& - � .. : "',C-l"t "E-Z �' OTT F-:tTOJ..T1 I 9 - I -- --t-- - - � � _�__ . � � I I ' J
___ 111 , - �_ .^ - & ,, -- --- - = I : I� - I, t , � I
� � , I/r-- I - - . _m - A d' ," � I I I . � � ,
- - - ,KN, �O � "I ALI 11.07Z ", H i i I
� 1 � r. �V vildw ROW AVOUL lr�� 7 � . i . I i . ____ 'I� i -Nr - IdI - - I - --� I' TO *'-- - I I I . I I , 1 f-D VANELWE iTLv5 I � ,�
� � � i . i I ... Oi, -. . e �� ., I I - � - - � i I � - 1� j � '��;�" -I � N� 11 ... - E � I, I ! . 161Q-11) PAKLWIt V115,15 , 0 � , 41-1a; PANIFILWYE II
, I IN,z ,N`T - 1 :'��t�Wlipddi . v - I 15 -1 - 1-TA! i I � I I a 5 4114' Dr W" I 1�3' I f ,/., ni, W/ I �'?Q' Tv & I fA" V� ,,/ I ZAT
T �_; '" ' I 1RpOAdl�RQq`N 11 I , IR - TlAAddQ1I I I , : � li ',n d"Tr3l".' �,` - I . d I :I I
I � � - ,: NAO Ill- 1- I I I j- Ed'i AT .- ' ��;;' � 1-1 -.1. � i _7 . I "... . . � I . � � I -1 ,. THER Flo;r"U'll"'Id 10 .Noa � liaRTAm W-WIPAWN 16
I :� i: Yl��� ANNI I I I I " - - . . - I I'LiAt, "orrAAhWEQI IT, "'vip. __'_�
i � -- - � , I � , 1! I i QQ[ � . (11"FlImP WILD ll'Ar"
' _""�' 'r - I - lZU., III �' 'V- 'I�Jjl L a t��- � - � - I � � EKIRINO TRIGIT 'U'rom I �
I � , � I '! I I -:1 � Oil i,1111, � I . _ � � ". - l �ji� 41, � 'i", �, ! 1 � � - I �I I . f� , � R ; I � I d �
I �' � �__ i I I I � � _II'l "'I L I �
F li i� �i I .
�i I J., � Sli, I / "I I � �_�� - A , E oi,_ ! 11 I, ,
- ,
AW " 4 � j T - . Ali _____ - . i ll I , z
I '. Tmigol AI 1 A: L I I Ali ' I
TITT IAQ�I I - i I "L IT, �. Q �
� � - I :� '� vel 1, " � L' �1 � ' L ITO W__ __111 I . 4� No, 4t - l� � I ! �4 1 1 11 I
'i I I i � L_ F !
,I 6 � 7 ,I ", , - , 4 r T __ I / *1 A -L'1`__ �I i1r.o-iii�-ii -�--I' � !-4'._�" 1 E . � � � T_14!� I �� � -1. lon"nam"I . � I I. � I r :
I I— I . ,��
� - L, �j � .. . I � I �� � �
�� "�' I
� I t: - � �"v I / NO. I I ' � i - - I - � I I I :-W _111-- -- - - - I �' -- -
i _ I 1 ....11. 11 I I - , I � I I I ____.'_____' FQ3 � - = - I i f � � . - I � 11 ,I l
Id. e � -I - .� � " I I v � I .-,---- � ��_ : I i - 11.
r [ � , � v I t� � � j*_."id"T" 1 I � ! I
� dI l . P
. 1. � - _ - . a- - I i I ?X Noj� I i
� , � [ - I ! �� I -11 i:W1 1- I - 1 ' � I I k i i�� � I - - . - . I i - , [ 'AR.3j& � C , Pifp� � �'
. . � - - ii� I i � AI a - � = 0 .
i 4 �
. I = - - - = 11 � __. - 0"__� -- ; - - � ' �._C�
i � i i ; - - I P z ! I - 2 L' ii� 1, . IN" -I � ,I - � 1i FA
.
; I I- ! __ i- I - .�i a I z i N�.'_ -_ -_ I . � � ,,`b. � � - 3 5- _W 4
I � t . if i - I - I, 1 L - ' I I I ,
I " i - ' I I I :111or"W14.�_1 � , i � '� � - f I , I. I __=Q�
"
I
l - . I I
9, _j I �: I
' , i 11 , I : - 1 ul'.� ; L3 . C I , '. 1 1 .,/., I I � �
___C
'�' l�' L , 3"
-- J " / lN_� - I 1, L4 h, � - I . -1 -
"T �Rid`mddd` - . - - I . � I U F1 . , I
�� - / /Ar. � I, I i - =1.1 *r . 1. � i _� _L� ; I I I � I - - - , I �`)�' - T 7 "Foc, �EAD A � . I
� , '_ I md,
-
- - � ! � � ___:7__ 1 Mlz�__ � " I I i�. I I ", *" RECRIFIED ' � l - .
I -Ii- I - - � Il' 7 TI I L__ F Al I - i : .
;r_a- 11 1 , I i - ' - '
I W :A`NtAO.lT � 2 I ,,ii � �' � I I � I I_ " �.".." I �
I , - m �' Ll�a� LL41l- I i i 11 F "JI
'; 1 . . - . I - I 9 � _.ka I �
: I I ____�_ . - �:')' I --Cl ) I �� r , � � i-I.-J - : � I -
1=1" H 5 "� 1 j�' '-]' I l 7
1- 0- . � : ""'i . -N."'A"I - _'TII � - 1� \ I � 'E - 1 r ' i Li, ;" I " - I I ' � � � !-U
F _� W-A f I - -1.1 Ap'I T I � __ .
� 1%
I ��
I , . - - I "IlW - � � ANNO NI 'L I OW I401:111A � L 1�� I ' 1i 'iI � I-__' ' I
. � - - 1 2 � I I f
',, NN v I I
� . I - - I-N. - �'� -,"i) R i I - .Odo 'a'N 11 I
ff . 4 . I � I 'I5��� - , I I � I
� � . ! 1. �__ t I - _� I �
� __ - J, 1,1. 1,11"I" �' I � I I IN-- I ra I , - �-- , , ] -1, L_111_�
� � __ _ _ I I k.. I .."112".11". - 1, I
! I -4 9 ] � i I � I I I
L t � - 'Jd'.r ".�AdToj " I- W� - _d. � �11:1111 IQ -111. I- �' 1 I'll � i ,I 1� , --:,L livoilld W 1�2��I�Illi, oid � � � !, IM ATII 1. I � I 1 Tin NaNT-N;lf: P, , � � �
- - I I ,r � -- -4-1 � � 5 -4. - I k I
"r " � I ! 5 i _ _Tj "I A L A411 ', � 1IRFIFT 8
- i I _ iA dica, l, - ': � 1 $"'A 4�11 I��rrq,'INQEAT � I ` " w.I QEA.WROTA I � I I - - 'z o", I'd - , I
� - : I I - T i IF TO illp0r, I TO TRAILI I � I I I Zsf OUE i . I
T -_- '=i .. � ! � I 9 L" " � � .4, . I ' I, I ,I 9 � '" i " I , � � i . 4 .
I in I - - � Ii PATEf LJOII - I
� -10 ZZ 1 1 i I =AII i -_-Of i A&LI-AtIQUhmm I � I I I ' __ - _ - � I I - � ' � RAITEL ktNiTti
: . ii i � � L AUE113HADYE I W ALIERNAILYLIAl I
t I � I � , L , - - - S�I, WFS '_'-lNF 1,,`b- pI Pwt kr"Al'i, � I I
: I 4 1 INSTALLAIVION - ALTERNAm aw � , l/."i-ml, Fdl� l : Oia r"OTE I; ; qe�I' �s i 1 (SIT TTII " 'I.---- I
� I . i � I E'r,"F'T%� - 1 I :_ R t I I . d':d;Fi Noi 1�
1 ""'
. ----.,. , - I - I 'E� . . - � If" . ' � 1 1
�' I - A " " - �' � _Q'�;=,I I r t __7 - 413r *i w., sm- - I x ' I I -
IF O"il", -_ T - _ --- T -=-AI I
I I I - - - i : I I 9 1: : , ! '.Y - _�4�
� I ;� I - I "I 5"F. 1/',, . I. 41M., - ! ! I _____ ' - T - I i j . I . -id, - � I ./ '14r, , , I, , . Q IV/ ,,, . .
i .'I . - I - I � , I �
- : . I � I I r ,'
i A zi I ljg - - I _1 � . � , -1 1 I f I � � � I � 4
I I I 1 �-' 51)41E� M_ LIQv � P = !
ir I = I I I
� � - - -_NAl`4RI1 il ,I I - I - � I , ! : � - I
--i 1 -.4- ff" ' ' . - --= ! - \ ii I - - i . S" '�= i ; I - - I - - ." . � I - - -
' '
I kid, ,,, !, - - Ndi, 1, ; � - i __ .
'
� i I I l' I I _ i I - : ,
I - �X*%_ ___ , - , "I " I I � I �I,*" ,,, i I
III, IKI_ -I- �' id, , I I N ��Qin'
2 � mv;-'L; I � '_�� IT � : I I i � , , I
11 - I I- I __ E I
. 7 � I � I � I 'I
� - �' �"."011 ' 712�1__j : : �
.g - A " �'� _'r � I II. ,� I w 'IlI� �
I I, I A," 1. . "Ti ' I 777n I
I,
I,
I,
I,
I,
� I, L _ I 1. _1___1 ! I � �L _ L I
� '.L 'Tll, . _. .r � i � i ��";� T __ I I
'�'I,AAAA,l_._ -' � t' I I ! I '0%
" .,` I- - _ � � � � � I
I'll ..' TI A� � . I 11�1,li __ ,I �
I I T' I" I � 'T .'� I - . ,!
IIII KJW i'� _ *.IZIT.I.TTAI-11111 -. I - - � I OF 'L,
I . I, I � - " -I "" - , � -- r � " �,Q�"_ I'll - i I I QW% � ", - � WAR
Ad- 11 I 11.1 1�111' - - � l. I I - Ami�_--Tw L WAI f � I :� N p
$CAlE, 1/4' . I' � � 17� � � �__ - _1 I I __ , � �
id� I �� , L MAX ;L I -
LL --I- - r - ,I � - � I 9 I I r T : � �It
, , - - � , I T_ Jr I �_l. -
GEIIIII & ELOOR MOUNITIN WALL & ELQQ&_KQWMh2 I rol I � !,I ' i -- - , w i � I 1- -_fI, .
- - �.. l �- - __ I -----!�-=- li` � `6� J ! ' I : : Nol, a/W
'
- I � - I I 1� , .L 1 5 .-dOw
. - � - � - �___. I- �i - 2 -
- - - I L � j (�v q S.S - Ni�
WALL WOUHT! INSTALLATION - AUENNATIFYIE 4 RiSIALLABONS -, � I I I I l I - j v - �=X� - , 1 l, - - -1 � .. -
AURMAIbil-11 [oil � - i po� � - I i�v7_ I -_ , 1� .
� - _'__ . . I i ; � '--I- I - - -
. 3-
� __ - I - E - M . ; � - - I - I I'll --- WI,�f.
(SECTION AT TOP IS UMM TO 4.55.5-67-o Mi 5I T/-' - I' I -L , - - . � P" �� - I � �� I __ ,,, � f � 1 IT '2 'Ir Q�. ... - -
�: . I - I . co Ili z 12 -- - .
I � \ i - ; �� iNl_ � IN� 11 - 'I . � I , I- I!
r1cm - &UMI A,SZ. DESIGN PRE`�SLJRE WIIN(;) I � � I - I- � 1� R - � - 7, dw - - - I __ , 1- I
S,CN_1 1/4' - I' � 7 . - , -
-"e I - Ri IO,S_. ;- f `QOO `OAl -_ _%WM III 11 -- - -*�!�--3�1;�;-'F� , , !___L I I � ' I I -
I . - . I . I 11
IS i I 1 '\ � I t I -
1- )'�' �O' � "� � dl� -.;- "'L� t_i__.___+... --- - 1 L - , ,
Sc& - I - I, i t E"cii. "'. , I �o
�� 4 i ,,� �/'-�I Ns - a I; '/�- l; � " � \ - r�/";x -_ i - I L_ =��_'' -..I I A_ I
"v',,,' "17" __ � ITI . � I � 1 ;-%"_- A , " , L I I ' - L� "--r-': "' T _L_____1 - I , �__'_.' 'l I - 1 1 I"O JIL scqEws
� F I I
. I '� . r . I
I I - ". ��',i;r I � L4) - Of 6' o cr dip I/2'
� I�l',S V' '!�' � -V .I' IT . � . I - I ;
="T,111141�11: - ,.� �, I i �i I-'N #. LO " "I " "' ""O' A— � I I'MW FLATI! "I � �� � 1, 7'd,4' "I RLAr ,,, - - 1 2%4' AROD PLAIE r, . - I I w1fi, "'WAVED
I I I I,- EJOWIT IIWU� C oQ r - . � ITEVIIIIIIII: I ',1"_"' FAWFILTI 191�1�i III " noll"ITI, � 11 I Q20vilf'D -_ 1, . l`ENIE'fRAT1QN'AT
E 1 4 P T':l� T! I: All, I . "�'. T -._'� �III'�:T ii�%,.' 6119RHAUA-3y ALIN..Ak I I :
�' i I � o F'2";Z' I� " I��"`F A, I � ":i NNINN' IT � '' 1 'U,Ai"'ilt.� IU"'�� , I �� I : UJOINUTH OF 11"I
" III TNA!El&` �' I
I ' ,,' Mj NNIT11,31KII'd � '� "l' ':r,lrC .1 i I �"Frlr :I 31A- - �1 AQA� I 1� OIL, AQRHI OT, FLAT :1 I Old il l/Q'. L'O, IXTIETTIT TP
� ifT, - , � I '__ �" .:. W, I 'Ailffl� i!, �.WITLRI WI 111"I'll �IOR L [", 1, I
. � , � A I, LLXV �- Fl le lq iil� ! ll,ilEj. � I !I , Z ox 6NidZ6i,S Av ,
I
, � I I I � � . � � , I
7 a , " - - _4 . . I � � 1 5= Tr/ 1 1
� I - � ALV.ffNADA_WQQQ_. � _'IRI ,I=
-
. __' � i__ CQbWUQXS�hQK_LQ1AD= i DIRE MQUNTING INSTALL61QN I , - - L i ;- I AT wNiToOd of PlATE J - � - LIA
;/.-__. I Now I;Nvrlz� III ,.)I plod". 10. cLARW
1� I DIREO MQUNTING. IMMALLATIO Ed"LLD-I :TALLATION 2REU-MO . MU WOUNI ; 11"ISTALLI 121HEU MOUNT "T
X.&�6AARd- - i I AMNATM NIT i I INSTALL"ON
: AI LAI I scur 1/8-1, LL I PIMP
-9 . ALVJWAIIII
I _W Al ALIERNATIVE 9 flaw 115 91
I I sc�E 3/8-, ,;'A'� 3-- �IAX 11'_'. SCALE _WINa
j ! Kola",
- FLOOR WUNMQ- I
___.__._'_________'__ INS t 1, _ F
I ....... U-V T�I1I,1,7VLALV,QRQ q.11A AjlSoOWVToS Ody, SIT &, ioil COL'i VAID�F0 I IRNIFTOl",
N=1 .... ....... g',"'Q, 1. I tjgj'u� '!%QNA' --4R'T:T TP "JI �VWI 0 "'00 r,
liaRl". !J4, I� ' I TT��ILRRMTS W11RIT ASS ITISSRiR L:OAc",,,,r uF, To l,cLe,
1�1 _ bdi, " 11 I, �
.... 14 �F' __ - '-�IL ,E%, Ei I, 'T:NI up To 12'4` '"I'V� � I -
1, INSlA4,LATIONS ARE ONLY _D[I WFBA A-S.0 'o�"'�'�A-14' 11, " I .1 " �4 .�.�
�. 1- .� I OLVID : T L �
DESOCM LTI - � � '� r. SIT w FlRANVE, fGTdA1AT,X_' ON Wf)oC MEARIVIRS TO II S�OJTFIERIT ��
, VAI TOR EF.MF , 'A"rNiE VALIC "Tl�' I - - 2. too A ��
- .,, , III �I - - 4RE IINLY -1 FOP, iN - ' III A'ii aII WADS I: I .L� .
up To - '� , III, INC, 2, SPECIr OZ'oSV_ ef , �
I E � I'LOSIDA, 8011.1FING II W, $1 verocity HurrIcame zona) " " 'X' , �5 I .� ourded zo',T� .. OR [C�AA. I �
+55 5, -724 ;;iQT, AND FI LENO"I1 OF' TO F -,A � --- .ox � '�' .
I --- 4� 1
. I �
,-I- ��; � Ll �
, -� 0I
� �
, � � I
'
" , I
-
'/ � _�� I
- I I J
' ' ' -
- - '
E, n�!_� ; - .
r I
4i*n 7, 71
\ .
�
�
' _'___1
1
-7
'" -A '11,17
-
,
'� I
� 1" 1��'.
___I--,
- � - 'k-
�
Li IT � �' 7 �izl �_� *1
, 1_� - ITL&KADYE-n
IQ,
I , _N_ FLORIDA BUILDING CODE (I YsIoNA, Iii Ti I :1-1-1 \�` FLORK, I I I 1 I I I 1 CODE ���
. , 'r
. �
. � I, 116 --' � - , . ,L'F LIF 1H LIP Q0 O-5" _ � , � wf 0 - _e
. - _. - �C PSI ki4t' pv,j� l, .,- _ �
_R 'TRNCTION MEMBERS m- -RE SOUTHERN i - WDI NRAWC CGN!S_'PdJC7I1JN, ISROD Wi,W6E_R5 IL - lNalnNERN , �__T_ - r i -_
2� F , NFEV AdOOD FRAME COW. WOOD � 2� FENT - 1 4 . a .2m TkII -
.
- 'Rd' � = � i
z .1 . �' '��_ NO - I . -�R "M -_ ; 'I, z �, . 41 1
� - IN/ -,PECI,d` Ir WiN'Sill �F �S5 or- ��OUAL - : I ---W= STEEL ,lTr rRAt --- OF
ECIRI IIS� or 0.55 OR FOLvi = . GALVANIZED STEEL S70RM z IR-3 GAGE 'L�I ,,,E,,, 20 GAGE GALYANIZED STEEL STORW PANI
- 411 1 �' Pfl% N- IT STI)ft TAKE'- �, NO. 41
= . ANA, A, E E � � w sEcTaNS, f : I * z
.... I - =
I w_- 2� w/ VIP ' No 57 '� I 20 GAGE PANEL � ji : - ��2 _ __ . - � � I I - f-
.
= 'dT' 1. �D S I __ .1/m/m. �� * ', I . F z *'. - , - .-
� I - �_ � -- d, 1,
� � i - - S, k � � Top &_ 130TIo. I" S c" M I S� - . - GLOBAL PROTECTION MM=S, U
- I ' " I.. - Z IMECO...
. M�`R""` "
III M-2 I - \ GLOBAL PROTECTION PRODUCTS, U.C.1 - Fo I I � CTION PRODUCTS. UCJ """"" +F AT." WAY TO SUIT ANY
, M�O,l � W YTRTI F � lQ5 TNL�.AION I i� - I , q%1) - - __�
�� s�= sal - DF�: 4 4- . - �. DI't Ncll`� `10 COMBINI Or SE:- S, _;�_' . I jGLO8AL PROTE .TE comefNi-D I-4
�
- I : � I . -% 4�� , ' IILIECO...� \ -, �r'�� F, ; - � 11LIECO,.c. � 711 4"W"O 9W, 5; 7NdET
COMOI 'IN ANY WAY -�"-:� -�'d:'i Nv-.�'.' I/ � NRI =I. �'_� I " '_ / 'EXTOpil iASW5JZn�--' .-, 11 I'll" . - - - ?-_� ITI T_ did odowarRI ,�;,mNTI,W - III, ='.
I d1v & a, IS, Z "TAX� - il � . I
, AAA- OANA, _ONl_QNANA,II .1. � 20-176 IGP & E_`,TICIA MQ�'!:N�;S "I 'A�-__"' 1-1 1�1". I - - - =0"I"Al � : 2o-06 9 . - "O"'I
"I'm RTOA_ k � '=.___M__N,_dN Q;&NW'- -'I' iTIA, (ftI -gi
TO SAU TAAd4F4l_ NATRAO-l"I'll C[ITUHMED IN ANY WAX !11 1111 A- a - ___` .F..1______' - I ISIT - LNI) - - � QI va- -
, O;iNARA; "I 1 dic - p., il""idill - T4SIXANI I- ONARA-11T :
. INSTAI.L.ApI I! 0, "OZ., - - 11�! PUP. NO.."I "', !
----- 1_�_ �. �� � d fo ' - Ci. WW T Ill - � .
Q'�IGlAIVlV'1,Nl - - . OT ` - I :I All". -- zN,NOAATx;vmRtAn ,,, Il . T _ .
,
"
___ _____1__' .... ��� _ ___ I Lt" ��_' - 1- . � I - - ___' - WAITITI A I,U.' �'' :7 -% -+-��,F�' " TV T � d: ld"!�Ilo 0 ITT � � �
� '� I ' d � � -, � __ rm.s. I .z' A - ' "' "' " "' ' _
, , , f;, A! 4'FUT, I. OR - I - _ '��11 2-2- ji - " �l_'_' 1 ------- __ .'_____._____ . I . - _11_� 1-11 ,�,�.",���,,����'ll",����ll-�,,����".
I 'NSLTALLATION, �'-,�.Eddi &ti; -� ""'�"" ,' I.- '_%' TO OIOZI�`R`�'i __ f-"- - //
, ff O'did"t ,
Y' " III Tpiplild; a IONoRlExTudidid eaviddIdw ENI II SCAN IS, TO'
.'
1 ""I -ITA ,----,--- . 1z.9,
__ L,lp
_ '�[A " RI�U,.
L ____.L - ,1----...-. � , .11--___ L, 11 � '''', '' � -, � . _ . � - _.- _ . � � - _ - . _'' . - - _ _... ... l� "V1dI!!V_'4L��"""' "I z ;j --,-"---
I I I I ___ __
-11-diddi
Q)
(1)
C_
W
-a
"i
>
0
(1)
C-
-iii-,
-P.,
C-)
3
a)
-
a)
L-
0_
C
_0
2
a)
=
C:)-
0
-0
12-
I
.a
_'...........
0
0
-
Cn
0
-=
a)
-0
0
-0
-0
C
0
0
L-
ca.
-2
=
di
0
0
jR:
=
=
0
LL
M
�-�
,Idi
Cz
.
I
a)
"
-1-did
L_
CD_'
c-
Cn
Co
40-
- Cz
0-
III
-0
. =
U)
<
I
4
z
z
W
mi
I
'__'_._____' __'..'_"'1 'I'Ll�-1--l�'�."�-'�--�--�-..��..�.���.��L--,--''----,-,-,�.
______.__'_____._... __'__'__'___.____' ___. __ ____ __ � _ _____'___ __ '__ '. ___
E
'ON PAT, KI ATRAOTTS SEE lvai`rrmp Q'I 12114 - 1� I _' - "'_ '" "" """ ""----"-, " ' ' " "_ - - - - _______1 i
I - ..-. -L � I - . . .... ...... ___ _ � - -, - - . - � - - , _"'._ - - -1 _____'_______ ___........_____ _ " _
�
00MI AW-No"s OTAXOTOR Odc"'AS ______ F, � ...... - i F - .
j " ILTENI - a
If= lt,UA&E O"; I I = W+CME ON--\,,\ FOR dI �OATA' itt 'U. FlON Ali %.,FIT % - I __ I - " � �_ - -� - � .
- i i _ If, - � " - 'I__ (' , (�i f-T,- , aFILQN F
, &�_'��/15 q "j-, � 1 - I I. WCAM'44 , . r ) ___1 , --. � - I -, in��.- � n- � � . INSTALLATION DE-TAIL5., --1 MUM
--- \ � ; , '� v . did- - 11 21 . ' IS - - - "'I""A"S - "i, : - "'r . - TT - � I F _# J_QR_ LIEE SAFEa
� IV I -A- a) -
skerl 1.) � OREN ,.I _' - OR--
i I. I r1WA V4, 2AA V4 - 4/4 , 2 & IIAI 11� I . � . . - _N� �� � I _1 I ,iF.',, - .CWdAl . 6- a
7_ - - 10LOW - n _ 17 -Nu RA,LL, - - I ; .
- �_ I - �� ... - - NN i . - - � _?'�/' - . I - � i `ddl/
I - 9i � . I . . - - '-T'- - __ FV05 4 I I 7-1.1. - - _�_ � �' - - _��� L' INTO EXISTING WOOD STRUCTURES
-
� . - - - - I - - � , I � I I � "_ - - - I i i .: I I __ _ diCAPRATIOdi
- __ . ! ! l � . : I � ; I
- ' I � : : - I � � I i I 1 j . � i L I � L I . i I IT, Ev"I I"R.0 ITEMOR
� MI K . ; - I � . -'� � I z � . __� I 'f R' .
r� ici,i. � � I I ; � ----- ---------L - �:A' 1 1 !I 1 1 I 1 I I � I � -
� _�iidw P -7�0- . _"______ F*' - __ __ - Ill � I I, li! - UIRDI
I qW, I , : , -- 1,250 It- AT :;' ! I I 1 : , _" '
'
'
- , , - L-t- - -1 I �. if - I - I I I I I i 1 f I _ I i
�� I -I , __ - F i f � � I I � l' 1 � .
, I I 1! ! F : i I , ; l 7C1 H. .
� I . L � 1 I ' I . I . . . . t � . - I
I I ! - F I � I ' ` ' I I . � " - - T_ -.t--: I
W-00"Eld 1 i -'L " , r�, � I d � ' i ' - _. I . �' A' I (T�iTl " 1 � 1 � � I j __'I 1. L_" � i I I ,
e � . E i I F i � I I I -I, I �_ � � � ; I I - -I- -i ... ... .. -
' , i � � ,,, � . I ' 1.
mI 1 -
';
, I I � I . VOQl '� .
� i . : : : I 1 I � I , " 1 i Ill i I 1 I I I i . '! � i i I
�'� I -1 � IT � I [ � i I I . ] - I I . I . i . I L.
. I � � �' 1 � ! I i � I j � - I 'L � i_� - _1__J__ I
\� � ��� � -E __* " A � . � � 1 � i � . I � t � ' al- i '.___L� --------- I .. �� - - I __.J'___i .1 ______i __ . o 1 i", - - _4 _j I I " I'"
-7 � :�V � - il i . , ' . !'I - I Cn _+_0
PD,"I'�1CMI - F - I ", ;' - _1 �_� � I :1� I i
I % I 1�1 I-] � tV - I
":I 1 1 '�'." ml% 0) I � I � ;.,N
. �: � E � LT_ L I I - I '*Tj �
& I I � � I 1 I - . - 1 I, � � � 6 1 � I � I I' . 4 i - a)
, : ::i: _____ o I 'I 1 , L � l� L I ! � ___� T : __�, � ! � , ; ! I , i � I
: I I j z .
I � � I F I I : 1 � � � :: t-1-11-- '. --- _. � I I � . - I I [TV j �
�� I � � � - I I � mqmml . . . . . . �
�� L J.�:�A'11'41��.6:.,� � I 'I ' i � � I I j 1 : N`�' r4� '�'l I� -A --- ._" � __ " i -
I I � ---,2- '�""i��______ 4
� -, - J_ --- 1i J
-1 ,I I - I I f . - I . . � : I ; I . I :I � I I I l - ;I
5 ji' 1 � 1 i� r �Il I 1 7 -, - r �: i I I � �
L I" ii I : z I ,I 1, I f f 'I ,� 'L I , I . � � f�� j I �
� L . i � "' I _ I i
� I 11 V & i : : � � i I i I . ! . I 11 .
I 5- ' U I i �' _ , � 11 s"'To, , '�. N7� I , _'. I __ � I I : � : i I �
I J I 11 i : '� �
�L" ' ._��'L��.�_ , T!,,1 t '5'" L��L` __ ,
'
� t, I I I I - I I I � I , I i i 10'iz�" �_ . I F� F, 1 I! 11 i (D
I 11'�I � � . I ,,,,, i I , � � � � i , -----r. I
� � 1 1 I I . . I I.-, I I: , � . � I
: I I I .1 : l dra , "40 7
2 I �� I L � i: 1 � � a � - di I 'L I i 1 ! , I I I, I 1 � ��": i
]��$`I &C."LOW Op-, . I -Al I'maw"t __ I I . . �j , 'I 2
. i i %111 � dd�ldl` i ANT R, D,T I I OffEFULA PORL, I �, Tilin., A-- . RAQ rl ) l I I � F : . �: I 11 C_
Ni "4:'Ri � � I I I �; - v � F1 � - i j Ii i , � - i! � '
-Do K;M4.'. ! I I � I i I I . - i �- � '� � 1 , ; � � � () � i ; � l , F 1 1 � � � " I . I 0)
i ;TTTA I I � . l � L l
i I ! i � l ______
- , i 9 I __ I F . - m i� -F-
i .. ' � - ,� � � . l �g __
- I � + . i I : � I ' I I i . I � I I - � III : 1. ; I j -- -_ - I
� - = TO CLA'11, I -i_'_1 - - - - - _L ___ _��' '__ . 11 � A- � - , ! __. : I � ' : B fOo:
. I -
S - - I - L, - '� - I ' i . i I -
I �===?Jrt�/_ -L -qr-�Jjn' 9 -1 � i I L , i . I . . I � � I I .
I / - I ANZ UT IT II A � I ' I 1 � -I& - _�_�_ - - I - __ - 1 _�[-- I-- __ �__ . i - i� � . . I - I . __ - __ - I
- 0 ,2 vr " ____.' ___i74m� 'ANG N,J` 9 � � I I - I =LA t" -. -4--i
. "AQ a , I/,- '� � ,- � ' F I I __' U)
1) ------- LL-1- - j"; - 1 I jj ca, I � 7
___ , 'O � _ N� 1440, 1 � ; ' ' f ; � 1 "I ! 1 1 '�+"� 1 1 � ! - � I . __ LLL li! i I L - - - T Eo t � �
- - � I I I L 1 � . iV � ! � 1 1 1 1 N� I I - I . ' - . L� N_ _A ; , � � � _ _ - 4 ' 1-4 -
F _ . �' ' I S` �
, � �� " � 1 I � 1 _7 \--- Ev, .
'�
- -
- �. I - i � r ' ' ' � : .1 � , � i It z /' �' KIF I ' - NTtRTOR �� UND N�`E � = , I � _ PA,ilir, , p,I I , �" I
/ _,4, pi W I L I � I . IAE i r � 1i _+__0
11 I . 9 : I 1 OI, I -� -___, _�NEDNX 11 sc,ulgo 01 I - -vouu sc��J I i I i ,---I- - ' ' 1---y-j! -
� - Y � -
I � 1 : . . � F � � FOR A., -- 109 V., --- - - #2 MPT --- 12 FOR - 3* - E .
� � �' . � - - � .L �' '� - . _�
ido oil " r , Of, III ICANI =ll ; I I � I L r � � I - Ao:T'op A"I'I -kl � ' � I L I _5�L �' [j5;QL I
I WWII � 3,74VI z , - �4'*'-' '.I� ! _ _ � , I I : I I ; r : I - $I;
t'o� IQ � " ' '� � 11-A � i C� - - I t I t - �
�' M, INS I T, 156 12 I/- -, � - ; I lill I I I� 1 d � : !I li� II I ! � I � q� -,,4 ---"� - ' F
II 7 I� I i NA im PAT �1�4� +- ," , - . 'CT NTIIR IO,,' W'A"r N 'II ,I - I =3 CIO
I I , - I I OF DOE WT EPI WAC;Tdii I 1: T
I 11 L T � L 5',Ac, �PAC�c � 12 >
I I C_ I I 1 7 1 i I I I iT , I
n - 11. . , � � ; � � � I I
I : 1: I i 11�11 , 1 I � . !I �
I i I � � . � I : I � ; � I � I I I ; , I � - � 11.� - - "' 7 "" �11"'-' W.,W)RILD 4i I � :
- ! - I � 9 I � � 1 ; i i � I'L'� T, dQ'I "Q � I I
� ;' I � X ; I � 1 1 I - . - . -1- .. I—— L I ��__ � -_ . � 11-1 11" , � 1 1
a � I i I � III t � 11' I' ill r ..- ... 1- T
I "ITI-11"' t"iCITION T , � � -low III IMP I
- - - __ i i � � �� l� _ANEI I : 4 il 1 T I_ DETAIL -I .-,--W&LL--MQUE!N-G-ISIMLLAILQR-,�-kPP-LLCAaLL.,I.(��-.5,CJ.iED-U.LC� A) DET'AII'Li 2 �'L-1.1--OQR.-M.Q.Ut.4.T.�.N!Q,.-LN-ST-AU.glQli-IA"-L!-C,-A.DLE--TQ-.-g-gD-i�-L") � I
i �MI 1/1. � .- - I
tL . - �� I i � � I I :1 : IM, I � I I ' _1B, "'.___._ I 0
. 1. � I 9 I '"i , . : , I, .I, 1 4- -A-
� L � , i i � I : I , I "/ P W - - i �' CIIIII"IIIIIII""' L_
I I I : I _� - --I- - - - - � ; - Sil"LL U O" d. '.Q , 5 , I,
. I I I.) '&H - . - l "`�."�. I : 9 i --Jb 0 IF "" EMAILVE 1 M, '111N V , , I I
v �b I 3/lId, - I SCRE- Apt � I �
� 5; T I : z I . . E
- 1W i I �
I I I 1 ! � � � ! . � JM A.10� DESIGN . LARD 9 4 . I I D................
/ I � I= R I ; k "j) ' � I I : ! I - I : � : . ` / I ALTERNATIVE 2 �� ,
I III ; �I ��! :�t�1�1111_ i -
d� I I 1 1 1 �. 1 ;!] -0. i MAXW EKS.5VIRE RA Ca&-C, . L �Ilil'' "27" -
- i i . i ! ; I � - I A.-S-1m. QESJQN FRESSLIFE ATI G--Cp -=RESPONDING - a
I 9 - - . 9 I : . : i I -RAIIIIIIIi -,s I .. -__.' "
�__ . It � I I I +_ - � t � 7 i I I -
- I - 3 - . I '�
�' � 1 i I � I! I i': � mmimium
_� . I -1 � I
. . I I . : .1 L IZ : I!: , :1 MAXIMUM PANr'--LENQT . p�,Q'W "-L t / =
"i I - E I 'e . I _� i . � � I CORRES:'ONDIII AC1 __ EDUU ATT I NR .Y-ICHEDULE i . I I �-00 `2'& Oc C............
I .&E, omx�� t_al_; 1lQIW__f1N1_vff1_W_LT_ SlO_-'M AAN- I I �' '/") I � -4-
. . - APPLiQ I - D i 7�1 MI :
I � I t L-1001/4, 214, W4, 3/4 . 4/4 I'd 2 & 'IIII L*I, 2 & I I W
! � � " � . . ,T_Q__C_QKUTE, & CONCRETE-RUCK-51RUCTIAIRE M'7[JM_QN_5ii ! t � L i
I I , - --- - i . I
i . , � .. i I I / <
riw� I � " KI TITANLITE 1 OCAT404 WITIANN lk & N ,-,.,-, , A" Tll�% TUAL'J. 141. I T
I I "O,doifill, IT 1- NAO- NNN_ I : I, N�f I 5 ' I
: i i � I I $��CWILL �A � IS 1."g, * I � L c I ON .EF I - �
- aN LWL SAil", POqEL - _E_ � : I&W,' 'NAL., iA[I , 0'v_tTr'%iI$! T)TI I ijQT1QY )T' " I IIIII9 HiPolTI To ... �' _TN 'LA I I
i �' � i m I RITW � � 11� � I -T.
: � 1 "" -1 I - -" �
. ; E . . � I "I"'L�7_ I I I � �
[1d' -1 � __.. _1 � -s ___ AW. LLN luYllill I.�Iir.Al. � 1"Aidi-AIC INPUT IT I !, .III I! � V" ITNI � R� QLTIO' I � T : . a `�_ I
NJI. I . �_ ....- L ___ ! � . i
I _1____r1 ��_ W"'o Iaw RNNAW 1� -,i' - F" " ��'IITR`G 0 A idii'l-A "'m 5 ____ .,--,�--�-.��-,-,-,�".-.���.,��-.� 0
� � I" 1� I AA-L' WJOD LFE -""FM PANTSS _ � LTICITIOT, IT, , .M.'_ , T" 1�l�__' � .' ' , , L". - � 1. I - L I !I I I lid"'I, 4 ""I"I"I'
I �,, �SEE P41E EIRLIT-00 i �___. Z��"�77"�
. "I'll".�,,��'ll",������,,�������������,�,������ll,1.11�,�'ll""I'll"�"..11ffi ''�� L'�",�:11���'ll",�.11��.11'..� .... '
Si�" � : 11 NiI,l I i - !� RFQII�'M P.ILLS W/ ON WRrrY RAQ" 2 '110 �7� 7-=��T����,.���'�'���'�������'�����-�����������-�ffi ��
- ___ - F - � _I__"'T'l5 _ t�� 00", - Ji i - 40*111k
Ili I , , R - , I SOOT' - v � 1 I - 4 to
- .,
, W114A I _ - -C I I
Kl_OTAV "WISR,"o It LOT"L';� 1 -1 tAE": � -t ,�dl � - � l
. Od1lllP"T10Zd`11 'i. " . " IQ I'lITZro � _ - � � R
. I KIN1- ind, ' ITTONO � Ll - ITI � Fi-Pi ["ON" '� . IOLK' � IK � W_ INWET I � N3R � T'P' , 1-NI-N � �� "'� ;i�' I, i C ; - -------- j ; - � IS =3
NNI I.) - � �_ �__� - �' , - iilu_ � - OPTION #I FOR LIFE. SArETY STORM &ft,S SE __ I MN.- �' - TON.i. Fix, W�NNN= � orioi I- � I . 16:0 -
� I - ViN t9NNnNN` . AlIZAN, 118 = Njd� � EI Nw Ef 6' N/A - 5- � "'A - . & � I - F i' �_ � FINN, =__ - Iwz�. -,LiA'1z ANcNaR - ilil N-lidr- . _U___ 1"' L . ,,, ---I -� . I
IS I � """' - '_ I - - . I - I _= 0 .1 I W ASSIST
11 4 ,' --l-11-7-7- Ax PRACA (Scr. Aou I t�i' i.z' Z, I�.E��"' � I I
� oo.cME MCHIATS; ", ,�, 1. - , I � 77�' a)
j,I "'W� udd " ',I) 11 I -_ - " VIRTUAL REVIE
's _. L RA.dU=LLi_& QA TO of IN'SIAL W iiETAWt, From ,� I f ,$--I' _"z l,. ___ . I - i 6' - I - ! 'SIN77' � � �_ 11 (N. __ - _N� Nl ',,l,,LodI I, - - � _'_'Ri:;N , TA Z= ! . . ��N . - �_ __ -.1. __� � '�' = diddiddido
- i ! i - --- . I
EVALITTE A'cw:,,I �' - - - RIL�"` sl�01E . - 7' 1 T- ] 9� i 9' 9- : I _i,S) I -� - -
I , � 9' - � 9' - ____ I I - -N USIOC IAL�I SIII ,,ic,I � � - __ -, I " -1 I L--------!�'
I " ; ___ - __ - � � .I - I . 2
� a I 1- -
N/A 5. I N/A I - . � . w
ME sala-Z __' E L i Assist, Inc. 0
.1 --E()---- ELEVATION i ] , IT O'lle"o NNN vd> ANCHOR "E AT' APRI 11�11 - - 4 - 1. I v.-4zA/irtual Revide
'�'5D -12l� __'11- _�-_ ' _f111_!LL__f===L�___ - _12=L ,'_'� -C � - - I... i . �4 : 5 I I
ie . /d,- ,i F- II j 1 i r I
I E __ -LATT
- SCALE _VM�' I - li, - ' " %" i T 'A�' I G- , q, 2- � T'� I OlOVITU]i ' ' _1_11 I '/ll'. ' 9 I ir T T � . Id appro d CZ "
: "NAMMOIR TYPE "' 9 � eted ar d appro
- !- T ----. - - . 1111 I .". 9 . � PI -II
NAUT-AQW9M.INUALLI WALL.ANO. FL0'40v11_MWNf1i0_II!WA - �� - � - 73-fia --,j . �' ` I - Idi - ' _1 I Plans Review COMPI
� -,_,___- ---r, , " '7__ ... __
q, " I T I , 'T' " ", A ` O4.� - , , It I i
� � ''I"Id, Td/A 1 ITA l"A 6 ' I N/o, : n- 1; N/A 11 -N I I 1 'L_ ,� "' L'L I
,
=_5EUMNJ RI 'wa - I- _U.CMl.2 Slokili _S/W � �_ (D� QtI. "'I i "�� " . __... . _ --- - _!!12! _i_:'� illu;_ - � I L., L
I "" " ' ____ - - - ____1 LT'L12- , v � "I IF' A, - n' I .VLS I _-_-� III 111
'�' t� 'Ob'l ",- _9�7--''��:r ,- " - - _ M l' 17 ,'_ I
� � " - . - r _. ir---�---- --- j 4 1 i 1,
, " . d; - � - . I
I, , '� 2 - � W!7 �?` L_.. __F __�__ , '� - , , 11. L_ _� ___-� "L rnplian
= - � '.!-z...."_'_.__ .� � ,,, , .. i, - 1 1 � � I 20"10 FBC 7 O................
-'��.' dl'�N. � J L� -�.-�..,-.�-,----.�-..",""�l,, I � _ LL ��!�_�' "' . . . ... !.'�� _I-LE'l, �V_' -_A 41 ,,, �
_!, - I '1,OA_ N� A,) , - F ce with the &
I
L' - I i � 1/2 I l /-I � 4 � ', 1
`42: NNNNIN � _) � _T __ __ ' - __�J --- =� I ! I'll,,, for co
� 0. -1 � I ,
. .
I UF SAFETY STORM PWL C-- BE ,MATE-0 �S A4 LAID PATE-g C`IdW OR LAST TI __ _ )s I ALIONAILVE _� ALIERNE1
OREAS AN &T--VA PANI1L_ (AW PAAI Lla IN KTII EQ'c' pw'ils'. CT � ' � SM DWXW . . I �'�� I - , . . 0
K �Ili. I r��--- ,i ,,.,,.r -_ -" I :Z:=1_'_' �,
?j0)_'$�ONrLVVr SA1'T,TL,L51QFW,foiNL� 1�11111ALBSILAUAIVIQN I ;V, .Z74 A'='4�� - '-"�.;"_7?N'_ , ��z"Tz"`I` N;p- L �
-1 " " ! I
- "T, ff-4 0 a)
iv, lt" �'- lQ"`,l,AIz �Aft&,` P tic" - . Filin �
- � --ntL-ta t E "E31"I'm 1/d, - - .C§Q'I" 6 $' OX, W/ 1 112*
LIFE lil"ITE're WAY OR ", NOT w lRoAdIlla AwAdI To Rsw.,A- pfi,,� (�' ' " -11 d6n. -�L� 2!, - - - I . � Edition by Debra Anne Klahr PX230 U)
fIf�f,Z---A--2�...�z-.W.-f�agp-,,�l,.KT---,r"g-n�,.F,-Ar DrJ.'T EW.I � � � E . .. o"F-ETY0 PEAFT'Id"T"Od" OR
E
__ - i � � '_--edO.1v- i,ol,* vRAz Apti A/
� - I � '_20i,r S� I 0 III O.. OR
' ' S V .. - - i - _. ICU
F_ - - - ff i
� a "OTE U f I . � - I
III/ oA m RE�Udi MAi . d&dAN,Q. - 1�-'A;T.- rui �NNU,iddoIn!t_- di(sm a VON, nic- I - - - I - 11� - - �_ - , ".
7. UIT L Im CONWI ar MOOS' CALVAIAZED 51INT! FZM FAWL 15 I V-41' - FN ��' i VRA'# I., ';,,NN," l-E, - , " � "
IF r �;�� � TAPICION __. �. Y I , ll,' I 1 NN 1 E - I V t/."-n PMRSoild,Q ,TLAI 0 00 ALTERNATIA WOQD-,F'RAME.ONDITIM--&-ANCHOR-LO-CAMN
i.,; lizx?'.'A� LEN,I - , - f - � _;�Fo Fmc,ii �,Nz a di,- Ox A/ I I �r on,l �L 3'r . "
, To Of 0"Ad"I SCALE a/3r-l- 11 - 1� - 10 -.Q (f, � I -;1__K7174*1_ 4I VF � I I '. j-, , - � I INANI FiNilTIPI TO rdTRW WOOD
PER pme,ET " �::: �e O' Ti'cu � -i
_R FARM 1',E wzc od, ".. � I 1.19 � GRIM CoNNIINI COKIFL1. - _;
I_HQ5 FAII ALLOWS MIELF 0 SE qt."I OR "Ist4tF � I , - - L - I . no
li= uz!26V�210111W ... ..... - I , ", N RATE NOW ANN - -�NlTO Iddi IOTAI - 11AKI L.
- I � ,12� S 4RETTQM�, -,' A' eFi I
. "'JUIOUNNA,
I-49 2 -IIII"' L ..... , F
STRILICTILITTE, dlii�T' ";l" --�!�= = � j " � \ L
TUTII _3' - 1 4 112, 1 �o , , N "
, "'Iloll"111k - 61510 I. __ . I. ....'___ - �_ I xs�'_�� 101 4F ..' WAIA,---KQ-U-n,tiq.,�,�,IN,$IA.LLAT-LQN p,. TILL774i
Qjr "I "TW --- ____ __ - 2 morrw; ?,-B- OR LESS 1. I I
3 LIFE , IAVLARES TOP TRACK TIN BE COWPONTAIr CI If, 9Ci-CV 'FRACR To e"?, lid � I 7� F ___ I" 1.11, � � LLJ
- .
of I, O", PER SHIDET 2 or TIOS, DRAWNG 1, �4;, �V' ____ - -.-.----r . � IT 1 : � _� ,P-' -� ...... � 'q
JEW R L-115 tt -72 0 �' I i2' , k�' �-_ . , - T�Di E l. %.
-
______, __L_.....4� 2 � "I" ; ;ITTIntrom; Y-A- DR TE� I ii� .: INla, 4AW . 1 Wilk j'W - T-
_.________ _ _ _ ____ _. _. _ __ __ _ _ � . :
-7, xs AW k% DETAILS I k 2 ON SIAW 14 _ __ S- A * : Z I : 7 '.
2 ON I 'C `-".' `-P __ - � ,�`!-" C "
COMPOO V Y K INSIALLM WOLL Ld FLOOR MMINIED FOLLOWI 9ECTION1, I A ,E%�", �
iln, VIES ' :*= ,jQ�� \x
. _ __ Q�'�_ 'L 'P-r' � - ' "k-olIt z0fda) I YOFOCR)i Hurricane Z*rUT)
9 'e ',TV ""� .... I AT 15$ 0, _?7.131 - ------- f____ ____ " i A Y! ".1)y - `\ FLORIDA BVILDING =3 7_5
. �".'-Il��-ENS % FLORIDA BUILDING CODE (High yal"411TY midrilkan, zorle) I)", - /K _�"� ' ' -1-7- �'!"IT'" �_+� FLORIDA BUILDING CODE (High YI H. ODDE difiI
4;�
'
�"
"
,
I I
=1
A- M . L.-NOTH FOR COMPOREW 4: �' .,I - I _______:__i_ .22., '_ � - z .
. S�" . _-_ L _ III �' �-� rs 'll- - -.---- � - z �' r
_7= 1 � �n� _____ ___ __ "AI410 1�1- - I ______ � � - ___. I -'-'L-
W - 5 z : III *:; N/A �% tROT _a to . ____ ____ � 7 fta. I -Z*D RI III Jr.
m.. ;Zft -am z . '. z I-XI-V TI � '. + 5'5U -72 D W", II 9 - <
�
ANCf0R SPACEN1 FOR Ca 0AW_h0RI AT Sol IS GWEN a" QI . . - 10 GAGE GAILYANIZED STEEL STOW PANEL "A"I 1"I i - _ - I I _ �IiO,t 'e" 20 CAGE GXLYANM STEEL STORM PANEL ! L" I __q = . . = 1 20 GAGE G&VARtI STEEL STORM PANEL �
SrJI1WULtS I & Z SKEEI 14, I-.- 'EOPLI I I �- g � ., I -_ * *' - . .
1 * -, * - 'CC Z __ - OF TI 1 _ 2 MUN I z
, i nup ". '�. io- --- --- - � �"�. ST _-'-4 - i � .
COMPONENT (D MAY BE PERMANENT OR FEDUOVABLE. I h - ./ ' ' "' ` III, - \ GLOBAL PRO ' - -I,7 � LOACS EPA TO 1 , -f. I - , - . -
LLC. " , - KIT" If : �- ,17 - - - PRC _'
- 4, - �
- ' I _�__ - - - �
--
. -.-- GLOBAL PROTECTION MOUCTS, '4-'�' '1�1 �--�_,-, __ TECTION PRODUCTSI U .C.' ""I"O"' ,,5"� --,,.z .RT AdlO FAIRLI'S _DTI w M 8, � __ -0 I / IGU)M PROTECT= 1IDUCTS, LLC.I
% '!� '%*______i5:1__:_ - / 7 . I vi'.. , __!� -
- - - S_ ", S-M E FOR NOW "XI Now C06ISIRAI WOOD ddd`_�I_ --- DE SO"INc.N, ' "'. �4'§ .... .... claw _/j'E�y , � 7, \
- "'
5, SEE DETAILS FOR INVALLATION INTO WOOD FRAME 800I oh, S�CE` IQ 11LIECO. `� "" ""', "L, "A A "'A"i """ A� 11LIETC0 did, :z
� "A"I
51�.--.� :�'M , - � / 11LIECOINC \' ...... -N-ldi I .q. - 7,L., - I _i 1--fi -
- A, C.CNEM� ..' "Addi
'�_ "OdARIATT-TiTt, - . AQW, 0WIA&I
Et "I 6i" "I '!L- OW AW. VI 5XII '/-Zed;I�- . d, ._.2Z�.__.' �_ IN, ,Li 2 PM I. 2, Rd/ ::RcmdO fdr'p�.OF 055 Al, - ,"O' wo �Ax. -7,TF - - W-We 'QQI 20-176
a IN 11 FTWT V� �*gne.0 CXlAi NNIE, M .11�1 - FE-IN
E 5 SpIiV � FOR DETAIL APPIA,NWIT TO T.1 NEC0S71r F!,IR THE W-WiLLALON OF `1141Z J'Aild ii, A - I, .". OTQAT oA.TwA-Ql,O,' I. odf.�Tixd-ddro' 20- I 7S 1 1!�v - - - . IN, __ - A .OA -INE" IFWA-II Im 1 20-176 ,"I"I'l UrUjk�ITATFT' � I - .I - A4 .M-Tpd7 r
� - -, I- - - 1 Ei 11, _'_ '. � � �. -
SPACERS AT 1SWIS, INSTALLCO ADJACENT AM RI TO QTTJC,W/VlpDOi BANDS """:_ � AIR Ai I., Zi ii-TI, ';;!1�1_ ___ T. �� ,,RAIT� AR, �� . Z � I-- ...I.. ____ 01 __ V"Ad"I 1.1 - FANOAF" Am ,'I-,. Wi ��� .. '" 7QS��W' .. - W �� . �� ....... Il - �I, d<
P'E 14NII"MIT"Co"Ti 'o-Olo"T"IT, , : 7-mi �4 - =nnMEZ . ", '13414". - . - m F . __ CAIMPTIT 11 T I --- '_"'
� �F_ . ____ Fix XIM90WIVATE"DA1 .... Wktgl id,11JUIT di, F J � it HOTII...
-A il-, Jn_ __ __ . .... . �' - 'r RA"I"(W - � Tlar A,,_ --- �'�I " ��� �'� � � �oi � 2t
il - i I � """'i ll - -4INIFIT, ,,, o' III Ti, A _j
00TRI A TTTUT .. . �l 91 I,- V'I do A4 : I W A, �],'��]' ""
E, , - . i NEIL Ll, .1 �
� . , I . - 2LJ%
L______'______.___ - . I I I. __ , � -DAN! _ E - . - "_1.'.'1L ... __ _ _______ .. _ __ _' - __ - ___ '__ - ...- _ _____'____ � - _ I I ___L J_._.__1Mkz .W , - j ___1 ' ________ � 21 -
, - I l--.------.-,,�-.�--..---.-.-... _.._. ..__..__'_ -.1-1 ____'.__ I _ '''''i''', 0-
I __j I _j I
SHEET NO.
IS H 1 . 1
A,
1,
._......._____ -------..--.
___ __
__ - ______ - - __ - --ANCHORS (SEE S�nm ON SWATS 17� fIiL ig & 20) . _ - _ , "-"-'-. I - - '________'______" -1
� J, MAX '34/17� AAi &VIa. sell? 48/1-, W/ta. I' MAY
11. WIN. sAli ?"/,§ a 6AW/2D , 7111i a NaW/" I- WIN,
D.M.ii - - - , 1�_ — � ,___ __ — " — - - � —
- I " , -.11 . - ., .
r
!- — 6 "
I
ID ,I I 0 0 0 0 0 0
— _1
11-777 ____7_ ___ . ____ -------- ___ ,-------.-, __
; I I — .� t �! I
- '_ 1� 1 � I J 1 �
. � . �
I t [ 1 I ; : : I i
: E I
� � ;
I t . I � � - . I I
� 1� 1 � I . . � 2, ;F
. I I I
I' , � I . I � �.t
I �: ,
I
� ; � I ! � �-i I
1
; I � � I 1, ,t !I E � I I I
I � I I lF
I � F [ i L_
. . �111; ;Z�:_.I ...... . -1. -1--i- !L - .1 _4 --- _ ; I I � I , , :
, , , -
, ..[F,__T_ _11 �_�__:_ .L...D
� - I i
I T. (_4 �9 1 I � I ,
I I i g�, L cill .@,
ERAALAA �-. --- Ali 'i Ri ,�
I ; Ji wil .
��.
.- L . . —
I . . - . ___ - � -1 - __ — - , - I I
- - - - __ - - - __ ____ - - I
r1k 1-- --- -- - - - -�- , ,--- " -- --- . -1 I - . � I - - __ � - -C
";kv- 4 I
. ! , I I.%_,�,- I W111,
I , �, ii
i � �
� 1�14611 . __ __ - __ �i , I
1 - S-14 � - - III,* "B",- ""'F",
F 1, � . I , IEEE SCIEEDLI.!��
- � � I "", FIiii ,� % - - �- -60- `1� I
I " �
I :� I : 4
�
. I , � . I IFI I ,
- � � �_ 1, I ,__F� ! ,�� .
. .
I : �J� . ,� - � I �
I
! � , �
_c� 2 -b- - ,
- t : i __ , � -
- .
1 - - - -
.
I
- � I
I I . . 1. I . __ I - - A,------- - , I , ---. I .__ m� _____ .. - __ - __ ___ - __ A A.-
_-
1-11 � I
- Will 'i3
411 1 rg IE simi A
,
igi� " _ � I , -1, � , :1 - " , t
� 11 PAIT1,1011, 11 i �
- _ - . _FK 1-1 !11 1= - I 'III. -A".----�---.�.���.��...���.-��---,.-!�p-��'I'li �
I .. I - . _�=_
D.W&14, � I .._a ____,�.
�
I
-- _l,Mqui a AGRI, TIRE I -o"O"i
�� - WIT. WIT, SA/18, L*,.30/171 -k,17- 30l I' Ii
MAX 1-0-11AW/Ill.
74iffli III 41AW/20 QUIM ta"I W-l"i 4! "Ni
I- Mi - MK
- - MREKOPS IACX S�CRLTRE ON SI: -7. 18. IS & 2W, -- - --- -
QEDOR-A-Z _FOR_Uf�A �t . - E � JELEVADON
-1
OAOC 3/16--i- p, - -
A — __
, I.,
A q)=q P. Iii _� , - @
� - - anni iiwL Pi --iRIT I
�L =1'��'�i�� , _1 ,�,
Z. I A - -j., — , _� IIAP� _� - 1 .
- -- --
'I a�;F*iIZ' I 1" "'i, , , I I � I� _�f /;?---'i---�'�7_1 _\ _,_T�
I ,,I� " I --------- ,� I
� I I � ,,,\ N, ,-.-
`� \ "
\T-
L
,�/
I, ��F"/_T
i ', ,,,,- ,,,, o
��t__ ____=I�� � -IiII'l— �___
.�? 11— 2 4-1��I____,_/ - - --: ....... I - - __
Q31M
I R'10i J/Illl
1 W�,iHii.14A14,%
MAXIMJjM_A,a , PE519N PREa$�UR.E...RA,TING.-Cp�,s,f.)..AtID ,,"'I k r1l
� .... �, . - ,��,
,,ON� �, �i
ly -1; `
M_j�_Al LENGTH 'i SCHEDI&E ,T �
C ORRESPONDING MAXIMU 'f�XV."",�cElli -,
- - ;? S,
*.
- :: ,
= � No. 4416
= :
=*� *
-.1i", ...... 11-11,�-.��.�.",��111.1.�,,�'..�'...-..."..�1-1.1.1-1.�'. - , FLONA14, 9��g�ONl"�����COIU.t-i��l-L.!�,4,-�..�mu
= ,
I - - irlrf,wii ZE'i
, , � -
! MAXQUEII A'�� Eli E40II P'l Lill "1,__" i"111111111.11 - -,.,W,W,W,. : - " �'ll,�Ill""."�,,����-�-����.�"--.."I - ... ..... -Fil- i'll.l!'. .1.111"., I ...... T_,_ 11
I "_`__`_,___ DANE __ I � "-" --.'�il �� 11
�
�
�
DESIGN PRESSURZ � L 01.) LJNA4UM SlIPAIPTOBON I is� , , li:,��47", INUIt, "O. ii 2;.., GA " I �,,� ... GAVEEARM STEEL STORM PANEL t
I I � ." � . I nERR, R,
Rui-x (P S,f_1 i TO CL-,Z, � C014*1%4 1 .- -
I I (SEE SECTIONS) - - "
I . -
" I �
� . . - BAL P-WIFECTION PRODUCTS, LW.: - I wl"i
__ - � I -
E . - - �
� - - / 11LIECOINIC . I
EE
�
+51_�.C, -72.0 ! il 3/4' UNBOLTED - I - - WQ II'k 51 SIFIRK I -
4iii 1 - ni rul"I'i & L��mmt- - I
__L___2i________j , I, " i .... _TTIATFEAR I 1i 11'�RTIF,ii ;-.;=`R.UNs..� j 20-I 76
I - PFFF - - � CITE W-P, -
- - __ III IiIiiI - �zs;=�-Z:�E ��!��,-I,;Wj POP III 1
" E4tQ01P
1--.::;r
,
III", ;7,IN—inui I
'r E IDEA ii- , I 1, _L_ _: _"I! , - ,
,!III, �' � I. .0 - -_ - -_ -4, � ,;;f . I
i IL "� _ , ::=�
., _..— - ..___ ___,__.1 - - - - - - - __ ... - __ __. , in= I; AM -
I I I
-
R_UEE -S_AEE1_X_5.1A9M_PA91I._SY
WTO-VISTING WOOD STRUMIRES
I r
. 11 , � - I . l - , --
JI It ---- - � , - _. I" - � � - - E. ____ -
L , _____ I ! I I .
r----------�,, "JiI � — —
��T.-_- I I I - � -
I- r 1, I I � .
�� ,-
- - �
- RN.
. , 1 � - I I W"i HITACER _�_ 4 I � � KNIFE TEARER
. � � ,
e Al I � � - � kIEVENTE
� Pi I 1- F-,,,, A d � NiFul I I .
- I �, I
J�L!` -1 I -,
.� L - ,�
-
. I"
Cc- 0 117 ox. _,-L , , � �
, pi, -
4 ', ,17 '1..r,r_ --- ] � ' 1/4-f -ARRI04 9 s' 011 _ -
�, 1'�,, "'O", P , , _- I __ � J,ij LL' ' "�..
I � I I .
. - - - /"" 11 � I.PCON a a' Ot
11
-, IN , I I �. - . I I I */, ��jlr - yLiTtAl - . IF/, I/-- ON, T�.Iii IT
; . ,
. ."'ar I i , /2 MI" v�� ! I " - �'j �
1.1.6
A 1
I �
AT WOOD I . I! . L
,$ I It"W"Pi " W= A p9if"PI As li PTINIFFRANON, -1 WOOD
i
�
. 7
I ; .160'i ! RUADIER 11 . I HEADER I . I �Ili
i
1 � � I , �� ; . 07 . i4 �
I 11 I �! - -� � j �
- . - .
I ! i -GI � 11 `B ,.- .. -F 1 I �, - ��
- I I � q � I - I
, . .
! 1� , , '" '41K__ I 1',ii. �" � F:zf I - -- -1 , F - , � � - - . I
r I - - I 11111::::: - ic ".- '112 I I, � -
� I I � E,P�I "E'I. L
, i . .
L I I �� ,,i _-� ��-:� i F_ - _," I/4'
i :L ' ' I I I I F:Il 141, 1 �, �
I 0" 1_�
""' " i 1 =..:._]l Iii - I LLLI ' �B, -
I, 4, � I ` J, I � - lf�_ 2 1 � � �
I !I, I ,
I I 1 4 L . � "'I
� ]I 11 . ! l I - L � I
� �
L�=,
, , ��, � i MI � P: I I � i _
I � . � � � 1,
� —==i,. _., Li - - . y !1� C21 -i - I L�L
, I i � 1A r . - � 9 -1-U
I I < : k cz f= I _LRR - - 1 �
l i - i - . �t I_ 11 __ lx�_. -1i 1 , . : I PRR � - . I - I ---- I . 4-W L
, �
. I . i
I 1 , r .�, 2 - I -
- � , I � - I ;
- I
_LnJ�- - f . - c - , - i I � ! i �_
` I 2 . , ,- I . E
T- "
I � IS I 1,�_11 : , I- j
I : I -
, . I P � i �
I �
I L 1: IIIE�T I - TIVIAPAIN. 5 � I I'll, -._� I - TLI - I I �
I "', _� �L 4,Ar � I
� 'L� FE, �:��,�l�:III - i : � " i I � TO ,APA - I 9
i,
. I rLd"WAVIL'a " ! : 1 � I I i BEY �__- � �
�
I
� I
I i �-�,,OIIL L F,[ .11IIII 1:811 I ":, I.R. I I � Ti �ftl Tki
EB E I fl,"All LrW7H � : � v ..
, � 1: I I Z IIJT, I FELEIIB r �
I I ! ,-EET ,R-E I K&OJR
� Pir 71i
I
I-, URRAP01 � i
ME � �I,t,_ ' - 'Pi
1B IF .4 � I I ! RINAL'i I IT .l. IBNOTII
EEPITO � . I t NRFf I BELOW - � i I - rINVI
F. - - O,� 10 — - , " I I EFF_
I
I . I -- -_
� "PIT w1li : I _ F,tl I"MCFALI F . i
L 1/1'_,O.I� . �_ Im - I ��
'A" 11W HIT . : I . !/E`-zIi - � x
I . S'S VS W/ I � - I i � -
I 4- - -1 - -, S-S Mz W_ -_ w W. - - ' �
- , . .
7 I /32-[ i �Oaii Lm �
. . '19"'.4 � I - 711' �
I ONE, OF � � .,
I k I i�l � - - 1, I � '. - I AD .1, : - -11 I
1: - �. T I - I - _: I iff,
� �� , � L
: � 1 I i
I L 'i : ! I
I, _r
� I 1, �� I I � j �AFPI ql , m ;
O. ill!, - _� , �
�
'E4`4
: I 0� *11, '"i r �
i i ON TIIRE&DIC i , � I �
--- , � I I
�
- - -� :
I , : ,
11 � PiUNc,RATT_ AT -
, T I
i I . I I - MU'Ali. � -T - I
i , � i
� I I -
I - ,I - , I I T I IiRi I -
9 _'--�, - jl� c
��� ��� � . cl. I - V �� 1 1 , J.,
1 � I 11 ,7 , i � I .1
- I Fr7L-rr 11, I I i
ji - i I _T I I
i
.N I - � i � d I
'! 1, ��
- - 1� "��1`11 - 1''I!, I I 11 i I 7 f_7_,.__,J I _. 'j, �� � I � - __I� 1, I -7 1 � - - - �, - ____
I I : to 11 1 7 1 �_ ��.� 11
Els I tlI � I I � I I ,r, I �
- __ -
, - -
ill I �
k� L II 0 - __ ioml FP , ,� - L
, _ It - M i 10 I 11 10, .. __ XV _. I - , �
� E - - - � - , - I C, ; , 18IM - - _1 I lis� -- � , li� - -.1. -- J� I �
� �_!___. ___L_ _ I .. I I - _i - - _11--rInw - � . I-
- - - . ii� �
': � f"o-211.),R,51� R`S_ *11 . -_ � 1/-'0-25�A-tK INS A,
I 1 =;�4 - CO,iT. EQ � I ;
4 I ;�9-1.3/32- WRE N1 ED I ,
h
�
� . ; �
�: 1 Ii 1
I I -..2P-- . 3/32' *RG .�� I 7� . 3f3 * Wi . _._L,
W's" a ,,L � - _______ 7��
. - 1/2' 6� . c I wks�� I'Ai
i � , WAsRLA a * 1)1. P� ; RIFT WASHBR
I I I : X"ONVI, I .0 EtCON 9 6, ox� I - ,
-1 �
111�11�11* ,I' 11 C - - �� � i "E"i �
I � I I - ,-Al'o TAFE:oN a 6, OF �
I I 11. � I : V
; I 1
Ell'I DIED WE OTFRI
I
IV.0i I 1� F6!rl!I,1
i , FIRM AT TAINNA4 1
P"IT111111,1I T��,,2,,,., I I TO PIATT, I . , I
, I I : I Lil
i1i FITTLA
[ I � � I ' iioc 4��."AT 'WMAZMTH -
I
_.��
- - _�, � __ _1 I7 u6i E
- r L I � - �m
15F PLATE L.EQ 11. T'i
or PLATE
I WO I
��
- ii
. 2�1�� PLAIC _2�.., WOOD pi -
, REOi., WALL M2UNBffLA1iMUAl WALL-MOUll INSI&ILLAMIN
WAU INQUNJING INVA"0014 WAU MONIM AITERNATIVE 7A.W 0 REMM PAR" AL��*
&MNi MW ALIEBBAMIL-M EDOZ va, I - 0 Ur��f _EMF,L
QULkR_ MU A-LIELIALM-2AHU 3/a...11-
."TiTill"Ti
EFAU!, 4/0%,I` BIDILL EEIV.1' I,-
Pk. TQ/t ".
0ii
I '.1 kV, . � ....... vy"i
` �ss
hill I �`P "' "' IN Sir '..: FLORIDA BUILUSTIG CODE -
h Vial�i NO Lcong zii
�P�A,LATiONS ART INLY V" FI BUILDINGS WflIH kj�D DESti LOADS � 4j��'.--ii L'112
TO ,5i -12.0 PSF AND PAW -IS LrSi UP IC W-iii i '.1, A I . '. S - TERI - . " -
- Ill `4 67 �,!E 20 rAi GALVANIZED STEEL Will
PANEL Nui IT,
j
2 FOR HE. WOOD III". r0iiWRU0_Ii IPEEIEI MEMBERS tO BE 501jr,tAii = li _1� --- - -- _.".. �
I I . 1 ___
PIIA; Ni Z B1, NAE,IF IC NERVIN, QF ]E STI BIT F&JAL __ 1. ":,4*I_,l - I I
t . - 6k . _'Di 1, Ir ------- ,I -II, "It/4"I Is"
_���ll.-I��-.1-�-I.-II.-I'll'..�-11----.",�.�'ll""��ll,�"I ... __.____.._1 � .I P, I Z_� --- - � ,i UCTS, LLI :
ED:, * :'��_ �' � �
, . ___!2rL1_.,_,,
. "' BABII� t4lii It 3m'.
;e r., I�El !�_ III, ,,-,I � -176
.. , ,�, -
"', Ai , Rii iAi R i", I -AK �w.'Ko-15-�, 10 rVINMi 2il
I ,, xv�A
" 11 __ -
a 1, - , Ji 7T=.I_i - ------T- — -
;;;. Z I i ; --T
- AA - - -
- TFALITA A� 'A"I'IIII
�� - Ii I - i
- - - i
-_
-- -
I I
___ ...
.___ ________..___ .,-- _.._____._____�__
COMPONENTS FOR -SERIES. 2GOQ, & 10QQ E-Z HANG_$
. -T-ORM -PANELS
�
I
(SCALE 1/2-l')
- - XTI91- --- -
- 11 � - I I ... 1 15.195' litITTALE WsTH) I - __ __ � - ft 7W - 2 54 " P.,
,
. . .... _�
- L' - . . - - Iz5oo- �rrrEcTsz "T"", � - - - . L" - i r--2�25,l ,�,,
� I � "i,
r?-,. . �
� I- - -----A I/4. - - - j, f L �
,-, ,
: , � , sr* - , - 1-3;W � �Tr3so'__ � _SW 1 1 � - L
I ; - _)� I . . I
-, __1 ----I--- D-f- II 2,50R. I .012-11 i
I - I A,* - �__ I , 1, I =� .
. - N , 'r 1 . _ARl - Iii ;1 �e- yp� : i �
1[ 4.1- 11
21 b I0,0IA"I-r--
� I 'i I, I iii _�_,F,Oi'
I I I i 1,18 kI ""I'll TEBy- o ass" ILP III N , I IIb I I I
, �' � I �� F.U14- , 'QU
"'EII IBIal ,
, � 1 '111111 11 I. IiI�i 11,11111i'L UUq Wili ,!�gT TE ... III, COME - - , 1
"�, A',
�
�
�
�260 I I-twi�D FE, 11 I - Am - &, I -
I - ,I I �BL,it ,I
I � 1, I - � f,AAOE W UAURJu \ I/ OETML Aj � _11A, - 11 -1 I
_,__VilRA'LlE,1
A -- � � i M;EiF % I I i - ii
I --------- PlAR I _1/ /�57- 4� T,,. �_p - . L_�L. I 1_L_
\R�__ L
--- ------- - �
-, SiSo- � -I.AO-- L V � '. �
� I ' _151,
- --------- 14i - ,
L
2sO` `� r---�AEQ- - I'110 I
�
i It
� -01 2DEM-RAi :., - 11701 �.
(_31 REVERSED. %,"Jill
�
_11� ,1 "
i FW1 i ��,
W/ Amii ,R� ,�, _, _ � , ,w, -
N . -� 2W,
I ,
I - ��. , �,K[.;__�
, i" , I
_�, - , I iRW I �,,'�,, i . - �
�
S, �]
i�I : I
,�_ 1-`_�� -i-rd- i
�_ �I_ji -, , I �
- - I
,_ ,r :
"''�'L � - .
': ��, � 1, . , I :
I., ,_ �__L__ ,�, L-,25 � " . -
i 'W� __z- � � - -
I IV
/� K.VEIZ' L ' - 7
_ I L c� 17541 � _1
:��` �,, III, I �
i I 11�, I � 1 E
. � I t
�
1
ISOMETRIC NBI DUAL 2011i I] i'LER.' I r
4 .
, 1 1
ROUTRIl Cogire a ENDS OF P 'Ecs 1. 1__5 1 1
A �
� �- .
END UP W/ ,KLAMEO ED E I .
6 i, . i 750 j I i I
--- . i i c --- -
� ! __�� - I � I �
______ - ___ ., .1 2f'
� ";
I i __ �
`V -11
� --,UFFI j (Tyr-) - F, I -
I
(�) -Z-2iii ,,- am,,�,�,p (i� 2'xIUMil ALUM, AKLL
� - i ?5' 6061--.6 ATIFFIR ALLOY
.5
-
-
im
I ,� i
I �i' ! I r - " I I L1,
- �
1,, � I � � ] �� AHM.-WHIP,
. I � � I
q 1 � - � L
� I 1
iI,ii :. "
I �__ . � 1W �N
_05!�_
I - I ! e � .
F I -1 - 4f �al -`��CE,l -��,%
.T
f LN I �
� . -
I �! � E [L, �, � if "'2 No. 44 I 67 " I -
'1� ,
_7,,,,,�_ I
- � It . � FLORIBA SEPID,rill CO(LEiij�lIjh Vol HurrTcan.
-
�_ - -______I I � .4il - _j�l
1-7,
I
J� � � - .
I � . I15t, - 12IM �Iri:�bl7l:�-i�----r-"""""-
-31 M, 3 Art oP ��', i -- _� -- I 20 GAGE iijALYANIZED SBEEL - 015
.....�4y_ ILL
- � , )l - 1�� "I __ � ____ i --m-
_ JGLOM PROTECTION PROOL
1, , I Lll &P,
3*0"'I'Max.) ANGLE _11", �,;,�, �f 11LIECO -\'I I
107 ALUM, (#) STOP ME ifil
PI;i . � ,-" I* I Si !
,
I I Hio,".. frPiNnia. ywqwt�l � i IWAt I.., U
I LONG nur
� , I - -
606375 Alum, ALLOY - .. - Ai it=,%-� - FROW, OARORi TAx DLL�Dvlii 1 11.17.1
- I'm ,
- � E. ITE
- -._ic__ - - i �.'
'W'�`L::_ `�, - - , __
Fi TiIP,;,_Wz��_WF', _41it _��
PAIT. L"M111".
I
1.
=Llz�_
I �, 21:17T
TILI . "i L'. ,iz 'W�i7R, .- -
- __.... I- � I, L.�07 - - � � W_ _2i
1. ��E__ j
I
_� __ . . , - ___
I
r_____,__; _ ___ - _____
i
I INSTALLATION DEILAILS FOR PPLIQN-12 FOR LIFE SAFETY....."T RM PANEL SYSTEM
�
LN-TIZAEKE T I i QU R IF _D ,r,-Q. NC ROL DR - - OR Q8 91L B VOK K - 51 R Q 9 i Q R.E5
.1, 4- TAi Al<.-R]II6 . " - loPiIIIIII AIIIIER� III. " TRI 4 Eli Ill , 1, Ek-P, �'EcI,Cyps
-
a 0, P i - 9' DO I - 4 9' C 'r a P, cc�
,IDUACII CONCRETO POUKV En-RCREFT, __JRED` cvICRITTE � POURED 0MRMETE -
OR CoNi 11 � 41
BLOCK NFOUI i OR Cc__PLTE P_R Coli � OR. CONOTEE � 7
, ,-t� -� Ri REDuTRED I - WIN> qR10I � gLcc� TWEFARTD ,
i F-C - __� E 1 i�' ff- - _� Ill - -M 1
- - I I- - . I -JL___ -
__ , , , - I - - -
, , I 1 ;14 T.
i _-
I
- �� =1
�
�
�
�
�
� I � �
I __ , FRE L�___ .
�
j I . , , I - .'. f77 - r, A ,I I A �� - - - � . -- _,�L Ri
� ". � it - I I � 1 7 �
1: : 11 :I A I: �
I � I E 1: I �i
I I r . I
: , I 1� I i tt
� I L 1, ""' I ,I.
I
r I
I i I l i I - . --- i :
% , , C I � j� a
� j I Ill
I �i i
�
=_ _14— - __ . , , - I I
DONT. 1 —, - � — � = -
- ; I� COTIT
1 I
I
i ! I i - - i I ; � I a
I I � -
L I - � i I jT_ f� s -
I : - I-1, . - — R E - � 1, I � - . I
- Z= I If - . -
- - I
1; I- I RE: - , - __ __ I � I � -%�v
7 _T,1f - - =in -1 T T =R�
�
� T"M ,.I i I Wiff" 1.1 . !! ,,N,i R, � � i �
- - � � -
I . ei I,-, I I E, � I
� � � � 7 I l� 'I I E5
- 2,1 i � EI I
I
x I I f I � �
L M �� TEX i ET IA, , � 1� E 0 � I
it IFE,Pi I �, � � I,E,,j,,., i� 1�, U'
� - � : � "
FAX91i I I 11 A c - � , 'i - - - . , i � -
4;1i I � - �,
I . -1 .
i i I
;
I � E� I 4 , . I ,
-, j I �
. � -
! � * - I I- . i �
__ � I - _. - I .
! - i 1 - I f � �, i : , : I -
"
; . i i � I i 1Il � . P
b ; �
�
i
: - , I ; - I I - Ar ,
I , 1 " � �, Ll
L I I , I � A� ,� I � It t �
T
. ., ui . I I - " I , I 1A
�
I
I
� I i . ", : 6- I
. I- ,,,, � 1. , �, 1 � I � � I I, ��
: � !�l I . �Ii I! �� I 1/1'�Iii- ITI L I , III
l 'j J, ��: :� � � I ; � �
1 I I 11
I .44 I AT i I 4 E,
, 0 ... I,7,�i "091! � I � �l
�
�
I I V , � .
I I � Iwo
ET11 4' IL I I I I ,
� � .67 � i� I
I
! � - i __ I �
� � I � . 1. I
,
I t I - - I I . I . - I - ,
� � - .
i a I
.
f I z i I -
. - I � - - r i
i : E . i I %:5 i - � �64 i
� - Ii �
I � ! �
9 I
- . _111I� i , - i � 1 6
I ___ I �� - � � - � �
I
-,I F,
I : I � I I ,I : , � r
1 I ;I I .
, �, i"I � . 1� � i, � I
, , I, 1:1 0 , I" F E I. � 4A i L 0 , I _
I ** � - I I
=
L.r_ - - -- � I
�, N
�
�
" : 7, 1; L� I
__ _�L
. Pr� � - - , I - - -
i 7 - --- I - I . ., � � I: �;E� F - "��_ 5 -/
� 11 V - , "' F -:1 /4'#-21iNs,f1'ES - S, A/ __ � IfII -2 i 4
_ �/II-li ili��
!
1 .UD KIT 1 7,11114.1= �c- HUI-, wi
, - -
� I , ` " I Tom IFF , ", I , , I-2- UTIT, 1 1 a 12 v� - � (BBYTIOul,
I ,?/Il � 1 3i � -
r t IAASFF* Is' IF I"i Ill �`11. 1�11�1�"IIII ,,EN,I�lc�
� " Ali ANOP�,�_ 1,14* Tki AUREOP-iI IaL�, TAROF, Ei , 'I, lowco",
-
- - . � I /2' r; F ai, I/2' D'�_ Ill . 1/2' FIE ___ - AMC, AS
JSTADGEITED ./ TTLE, "STAWl Ai ma , 4 1/7- Dic �
PO FD �,:IRI:� 61DURED c*iIEl C. _UI .
R�
-,c
OR C01.1i L OR 'E'RE'R 3i
" , i OR CONCRE-t Sil 0i Cvqci el
""i
VAT � .Tl^. RFLOJAED WALI_ Rfouiw. R
WALLAQW0JIMPLAUAWNILIVA �
.
U01(lIl "010R.Jll I ,iQ1MN.....+fl
I
OLBEPULAKIIAHU 2 ... IU EE_aA_.R1'_r_",'6JBJ1 0 1klM%W.h,t_PAKL iilk_�ELSAUI�',L_EAHU,
ECALE 3/i sckLL --ii ScET1 3�"11,-` st!UiLf 3/8--i-
I
I
!
- ____�
� � ,� �
i il� i
I ,,T ,,., I, , . ,_ .. I , AIOM TAK I
_ � ........... jHI,R,R
i ii G "A I. wi�n ::. [., -I, `Ni � � �, """,
_N4 -
I slll� �,�, �,_ �!��7,
Ii V Ai Pi - I � I�1ir-_-"Er!SnI � , - ,', -, , , ,
i 11-1
I _.S
I
i CK AFT JsIr . . - ___,�
"', I - ,
I � �, E, � .T
� IO5TO -TM T:i. TW � ,#M*,11T_ --ii jl,�l I I
. e , %�, 'A
: �' �`XET Eifll: 11 -ii ON I` 0 III I , L III 4 � I IF
I � - _! , 511 I'LOlUCIA BUEU4413 OEHNI ( H � , 'I�Z
W . i.t%I.�. ... � -.1 -i-1-1. I, , .
"' "Ril ! - . .. 1,:: 24.z1y!!!a_11L_i=
0 II;TiZ , i Q _____.___ - -
!�2
_._..l_.1.i_ i - , .
i I BEIIW —, � .. ---.= = =n! - - �, — _�=l
- r " `Ol� Vii`Oz R, [ I - -1 I 11 o, I �FEIT, �TW, III;,
7 .�,Ai srx�e, � UP M, ,ra�E I Aml ED, Mw WONIM 1 20 GAGE fRiLihlli STEEL STOW PANEL �
—__ - * "
I
I I
; - FIl ,., _2�
S_ x" IT,
_D1_ � EXI, T ... I, - � * --.-- � Oi
1 I , ij�' � a - * -, " I ___ �_ _. -
I RRIUA�IOI, -, RE PPELIKE RaQcr� - . � � - --hii ' �
i .Ri i,all u � ----,O- S_ NI 2 �,� = . ��____ � /L ....... �� � I
- � _� o,Agi
-1 . - 9 - ST ki G`-�:--. t:�- - !GLOBAL PROTECTION PRODUCTS. LLC. _
i §E a - _% sp�'i -
-Z' %-�-_-. - - _JIL ECi10ITmc
I
-1 . 7-_q-0,U , i - _
f' �`l
, I% Ii -IM TM OP �, sc,q_b� 1 - � _;� _'_e,E�
,---=, BAd7T_—- -----A I RRIT $ . `,,`�
4. j �
1 � _ :,��P"V " I T,%1`H,ZARP; Oxili W,W_ OL � R10-1 76
�2��. _.___ I AIII IIII .1 4. �� = Ill � i
________ _ - L-1-1-1. _!2 ` � <, So , I .11. ". - I - ,-JiNii i5Q, F"N' %-Riii �
""I"i,ii rov, . I I " , , 3T. �_,
L_____..
'Pf_ .- -----,
11 IBITIOR � l�- I— ,&,;�-,- si,,WQ- III, I N''
, "111111 ...
1-141II, - � �_-9 - - II 1, i:�".' �� - _ 1��,._� _ � RETE r7
:������ �'�-'-__E�-- j I - �� ., __ _- .., -
01 III
2-.4- I ,
I
1. ---- - _ I
.---
i
_ I,----
_____.____..__ --,---I
DE j _fg� __5AF___Y_1,TORM PANEL SYSTEM
,ll EL ET __ ..
tKT.Q__EX_1STtNQ. WOOD SJR.UCTURES
t � I
1-1, I - , - I - -- - -
L I -
i , �__ __—,
_. I
: � � �
� � I �
� �,
�
I
�
I � I I � , !,/..,I "" � j� ------ �L , 1:j
" " -- '"" L,� . T, O c � 114-4 EAE�-D* IT IF DO
� I
I ; *I, �, EIPPI I I . ___ W/1, �/�- OR, TTFEi
f i - �Kiii - WORD i 2 F�NZTFRTIZ% ,T WOOD
I
I .-. Hi. 1 � . I , F*A3EP
� . .
E � I , � � 1, i .
i
.
. .
, -R - 1W,--Kr -A= __ i, ,
: -
I ZTE P""/,- � __ ,BUTIT _
� F t L2� .., i Tl`�
I i r � I � � I r= , I
'I ��- �1 �- - I . � III. I,
I ,� 1� I
�
- i 7 , I
FLICEN L � , � : I ATEW READER � I
1
� L Ji��
� I I - ;I1. - I.4t,
PFIII,,PF"I 5 - Ii . I . 1, -
I
& . �� . I - . I �I
�
- 1-- __� .r- 2-
! � � -
- - ___1 ff � - !=� - - � . . -
i , a CON' - I [ I �fl
I , , I ��� I AK
- !==- - I
I
-Li-L. _--
11
- I i i , . � -1-
I � ,
. i I II
I I I � i . � - -�11
I I - k=- i . 1:
�
� Is �
I I - DEF. G. --� � I
: � �
� 1
11 ! CR77EG , IN 1"IRT. tiR I � I
1 I 1,i _� � L ;
I
i*,, �,?PRA, t � .
� TO �. , i I i I , 11�1 UP.
. ,
. - ;, , .j PANEL LEE� ,-k,iiii, LENUIT4
& � k� �,
.
, ., sTTL�_ o, Fi- iiW : [AE NQ__ � ODER- ,"�L` - ?P� "O, '
� -1 , P_f_OW2
ii
�"
Q_AFS __ I ; ,r � ii,� W T , __.
I �
� j I "18-. - �1`32- - I i
- � � �! i
I 'ElK III,'- f - I
I I � , I I � L.
i , � r T - I
I if � : L -i I
I � I
I : � I i : W il : I � �
-
I. i �i I
I I � i - I
i
.
1 1 I - I
E
i , � �
r i [ .Ll
� r I � � � -f
� ! : - � I i I I 1, -
I
I
r�Ej � . I .
IT-IIIIII'l- I . 7 " i 1 � i
__ i -TI-i F�F1` -
5 . : L . � ,� �_ I
. I
1� �
f I �, -
- �' - -_ _ I , - �� - r- �
I� � , ! ,.a i , ! 0-
,Q � . : � I
I � .
i _< . d P_ I ,,�II�IIIIII�I�IIA� ,
; : �f : _� jilig _�
-Ill i � � � k I
[�
I - i 11
"I" �'� --l- �___! 2." -.1-1- - I j -, � I � 1 _.. ...J- - L I
� � :
I l I! Ji D'ur NIA r 1 ii il.: I
"W i �IAFE � I - -- - - FE'Eii [IiIIIII : �"`U`111 i EILII
-
I
OREi`AED I L' - -1
14PIE41H 0 R 1/i,' OX: 4EORREN 1 r - - � EAS1,11.1i IF IeE-TR
I
I F I
- I
fit-'o Pi FE" - � I L , , i L P.Ei iE11
i --- I I
I
. � . [1 - . .
� 1/4- _.- ul, �/ei. I
a I; ',. 0�_ W, 1/0 � - a . � 1
I
� I
PN � .
,RILOM EnITFATji I 'A �N_.,Ri ;RR�,i . F i,
� .
� I ]
; - I
I V kAiTNII I- PT,,TE AT DA'n i �
I no E�T� a
=
� I
I I - __ ___ _ _ - - �
M1AL_MlJN51AA1&UQh WALL_W&KAlJLAi
ALLMAITYJAAW 10 11140q, ALTIRUMAW
i
''i!l-,
�i 4� IS,
9 REGULAR-EAff.L z -,,,,; 5 ... �_ A_1J_E:_.Ut1U_FAKKL
,, E4 ,�2, - -
RRALE 3/fif'-!_
Si� � .f '11%. ,LALE 2/5--�
�?� VIC FLORIDA 81.4011i CODE (fligi, Veoi 14-19-ORA Z.i
- . , 11 �
I � � V
� z - NO,, 414 � I
I WITZ = c � 67 ` � I 7�� Ei �- : 20 GAGE 6IRLYANIZEC STEEL SIT Ti P,
, -
- ', * i " ,
!!
!.11111.!�_
I TE, ILLATIFINS EW IBIL I IALID TOP "!=F'40G FI I, I, Z,D MLSI�, v�41,' . III, � - -L'-- 11-- - , - _ -- _1 .,
, ILI - , '�L _
III, 11i � 1,5 5- -7� ri lhl,� i MINEL's _NF9JI [11f, T:Ii F "'" E � �
- ;;�R��-,I
it, .1.1 `�' I `E`"`r__ �`
F I ,�r,�Il -2 i
, - , E 10 �GLORAL PROTECTION PRODWIS, LLCJ� �ov�
O 1,". .,I 5 1 1 ��, :. i2r _,�)Z� $ 1 11L C (
I I
2 FIIH i RO,K)i TIVIAI lI:INVFR2 WOED LIT"41i �� BE 'EIIIJIMIRN I "<-w --_.R,z , _ I.c��'� � I I-_
"I 0 r, "ii, � ,�� - - � � � I, 11 1i
, . - ,
1_1__`�o
5 -.�A,
"
I No 2� .� VFx fjrlq� � CA r", Pi ". V-
. , � �;-4'��- ",RP TU�E� 56wzilil I
- - � __111�,Z,��,�,�' I - � - I - -- - - - — - - ! ..'�__$, - VIIN`M�fi 1 2--376
Z. =.i
I �11 ,1,�_ �:�_ - - __ - ,_,_ - -�-, n;RRR; .
- --ii A, . — .�
. I ... Ho-- �,-FRET — T LIU,I` I'L. - (i I - -
__ . . . . . I - I =:L___-___ - 21i
X/ 2 4 167 -Xi FSIF FART � RLUNT
I �/24 IF �4 - m ./ Q'I, I (lAIE Ri 2 A".)
flAIII, 1..� '1124 TIT, 1) � I Q) WIDi W f4�1
t III 111- 7- ' -
'?, U _---�--- - - - --I1F1IiUW,F 0i TRIT, PIP RICO VcL
I I _ 1,1. Ti.-ETWAR i s"Or 2. - --' rr _' _'
lj�,� ", ,, r
,,,,,, - I -1, -T � -, ________ __ - ____ ) ,� IF, zT4"il, 2
� , . - - -
I. - , , ... I- --l-l-41.... ., __T_:�� ��.�gj' ,-,Z� I I
I"?-,- - ��--_ 1W
izi!�� t7 i �1_
'I - 11 I � L - , r i i � � M.1' ;
�_, M � M : � iz; � J, - I I
I r f
� : . I i � . � I
i F : L � L i : j I I I .
: , � I t T
I I
i , I . I � : L
. � : : i I � ��: I I 1 � 1 � 1 r I i � 7 : - : I � � i
- - I T - - I
- � , I I I . 2 � : I �� � I --- � I - - : I I I
,
II I I I . I I I I � I � I 11 I I - I � I I � i � �� I I I ;� - - - I I I I � % IL,
r I (L R,ko � I UP'Lloi, PANi � �F,i EAW') r v'IEFIFE -I.ri�, - -4 PANEL)
t TM , WIT. 2. I . - TPIFW ! , 1 I ? ; - J PXF ROTE 2 !� � R_
.r i � � 1 � I . i . I
I I � c i � I
* � I I - . I . � I I I I �&
--�TIF I , � I : ; I
,, � : � -0,1 i : � , 7�� .I 5 --T A
I f Ii A � - 7 � I
: . � . ! I I , I
: � 1 i, � .� � , i I - I I � . _ .Ri P 'UE, k- I
L I I I � . i � ,
I i I I i I I � � I i � 1 I I , : � : x
: 1 � I ; i i , I I ;/a -ii D; J 2 4I1111 "I �711 `
T 1 I � : 1 r I I : I � a �� i - -
1 1 , 1 i � I - �il � . . � . - I � L _ _
, - -D % IL'
I � , � � , 1 j : I - - i 1 : 1 1 - _j : : � � � �
� �
�
- . P I -IrK. - I - �_." � F_ � .
L__�
, - - L � - � L 1 __:::���� .
. __. - __ . . . � _��_ , _..� - --. -- i _ �,
- __ �� . �_ , eiix,* - " - - �El R:IR I - ,,, -
"., 110 ��Iif APITT"Ri 50c 1�01 i , .1
- - _______fj'Ffi OR �� ZR "I", WOOL mf,gi .
1- -, R.- "'TET, IT` I. M�
"" L
Rq�,''I "I ' 1, ��L OR C3J FLI OF -/4Fi � 07 VIE ' RFT ".,LAsT_iIM'r't ,O-T,L�-RK-�'�'�.L�"�,-,A,�""t''A�'l"; ... FI-1
.
-
OP'N,vD SILFILL A-Lo,", EN EDI,uFr- ii
TYPICAL ELE OR S I' Pi Will TO i ii ',_i I
= P:Utiu'_'T'�M L CTURE I
_= E -1� - i
MALE ;;M� � I� ---- 1
-11 �,
EF,j::�_,�_,.-_,iFP i-01IR - IFIi
� I , , T ;�Ei !��� .. r. -____,_,_.N____'.'.jL 4
,
r�
_ii��I_111 l��_11_�___1,.Z�, -7-77, k I
T I" - - 06 - (D
FIE,CTI011 A -
Ill AM- � "
2=�
0 I DEF"i or 19100 _EEJ11i� d � HIN 12 $FFIV. IV�4,i,[, EIIIOEEF CEIII8�R_14�, 0I ki,14111 i
E�� 'I I BIE111i S FF, A, 11OFICIA.
r,2� lj�;D PA1i Ri AL.Ii BE COEwl 70 8UETAf Till 011-fRiii A ETOF EUIR
� _ EAC.CIER V TOP OF SUCH PPN--5
" RE
(3) ,� FRO FEN_�_ Ai CD.I�C�R� -9 &OTTOM 7RACK �E41,-ti S�r CONS-S] OF
'/'--2ak EI-' . E '/ -'47r- 3/32* WIND R� 0I * "-_ft3/-' L" F Nisil'OPE"
INTIn TAIRFIEL 5,0710.4 Vi -Ol Ek F.Elj�RM TOY R AT ET�l TWO
E�EROR 17�4_- I'Li OF EID IIANEL
l 4 11 III Ojig III END Pwl �of NIDI INE1,10"E"i - B�VIFA�NTIEIIIEK (;,�. A FILE BAR ,
i - , Ic -
9 OF1 A-11 USED A`1 U 11 OlIOZ5 TO 301101, TR11c
�
&1,0p, -:, �E�T TINT) FIEUFLE z `Ei
I ONE, SPPIS r si, (IN REI-1 tj� AIKEPE I RV� CAS-t CONNi 'IF PANEl
�
,O B071TV _Ui Ili 0LEWq T &N� FAKEL IDIWl
' �
,5� SIE SFUR9N 1 , 3' & �' - --.- Z, aff AiuI�R S�ILT)u'A i --Al, 2�.
-
?I, u,A VJ2411P T I/24 * c", C& A, 2 -15C 0i REM J IIFOW�
r 1, """ FPRF
, __7 ,� ,_-r - r w-
I., F,l1E,__ I.- ,, - . � - � ,xUICII gtr�M, ,,,, ,�,� � - I I __ - I' min-
, EF.r. xiN&TjU
�
� --- ____ 1 __ __ - _._._.____1" "' 1. --i I __ I I I-t- 1 $ . �$
� -� - �_'. ;---- a3
— -__ �i`I` g- FIT
_= '=
9/r_ � .
I T—TIF77--i I
i I - �� 71��j -T-7777-
__��_,R`
-
� . 1.
" I,2, 1
* I ; ' M . ir�
. 1 1
I I I � I j � E
R, , 1 � �
I I
I
i I
i . I 1 �
i I 1 ; : I �r .
i �
- - ,! 1, _ - ; �_ � - __ - :I
j , I , , ' ' " 'L " ' ' - � �
I : 1 I , i �
I I r- - - � I 1: : I
BE % -L'
IE;�i
. FU PGR TANI I ,1iTdBT'I1OR :*N_"��
�Ki,ftwo
"O "Al .Fli,ii 41 ,I E �
2, 7 Ri Fi SII I i I I
EANEi 1 Bi I
I I � ! itf: ,i -_ E., � BE'oo
___��..'I,IIE
I ! I
-il i I- . i :rf, 4 r
, - I
I .
� c� � . I - I - ____
- _: �
) � I TT
`T�)-
TiAl 1 �� . �
t I I "k i . I
I I i
I
L I ,�'
1 , I 1 I
. I
. i i : :
. I - � .
I : � . � I . : : :
I j
1 , 1 � I � , r
: I ,
; 4 - I
. i I � -
r7 �,u,== :i ii I
� 1 1 I . I
1 L ; : . . . �
� � 1; I � : 1
,
1 � -,1. FZ5 - I TIE 6i
1
; . 1
. I I . � I ! I ; : - - . � I � I !
, I � I
� � 1 I
I , . Q,B I EEILL
� I 'L
1 � I - I 1,
� I I L- � t I I � ' . � - - j ' � i I I-
� . � . I
�
, ID I 'L'
li r , � - �T I I I 1 : r �[
I I L
�
I �
�
� I I 1� I . � �
i � � i ii
[ I E �, I
1'� ___ =±=ttl � E
I 1. : I r
i _-1.1- - --
I ` :�__ 3
_x - ____
-1
- __ ���
_______i __
- -11 - - -EL-7
: - . IT. 11
2-r- - , - - W- - - - .
E ,
rT Uff
_
IL _ I�", V , _AYVI
, � IFFN E, ,�
.L--A-r
I Tiv. -, t"ji'
IEFTEE�l P�w]� , , - _ , -, "--- �,
,
00,26IO,
__;.- .___ _.,_,..__.1 I ---
I- -All 'a �
I_m, RE Ti4EINWFE II IKA�
I . 4.9 ,%viu=5 TIE PRFOTi i -
TYPICAL ELEVAIIQN FOR 5Q�LES I 000
I
Mi i -n i �ALLIT-
-III,
E�:72 HANG 5jQRK_EANLL_T __-
W ir,,�Nrii To N�, FNN ;
- _,�_tt 0, 5T� I I
_�TEM�
��
sckx� A?3r . I*
-
Irl'i, ., OIR ,AI M EAT ,j
1�ii� . 4:".. , �, � --RU`tV--,- ------ - L
'�., I E"'i 7"i " 7-- I f
, .-,, _L'_.,__,1-,,__/ '\'/' _ ",", \�,_ - -_-, --
�__,_ �,= =_—�,
, i, I,--"-
- �_� —
5ECTION a- . �Vz�* 11 Lo'llf�_
115<1i
� RM1__ wAUc3/"- - r
r�
I I �MNEYEEE,QZ=SM11i. 1020; F - Z- I"Ail WEBB fTii Ef�Fis TRETISI'vi., cE Ri ,�
,� l� TAPOKS AT KAI 6, �IIND ION: III U1 ','3 ��' LOTIO
SO IT �Eli w/ RAW _�_,
11, EIR) PARIEf � RA is
,
, -1 SLYRi �%'Alm K T;OTEI r , , IN �� ILL ILL w, LI �
RMIlE ,� t o1i r -
LM�li "I JN`r1 � 1, - L L 1, K � F1011OW Vc PARe -
T_
,�U Too Ip
sPA - -- - I �, � I) W., T.-,A,�Fo.,3/4' 1, s /,z-
WING WIT ___ _3�4',i i �,,R.Iuos-;i R16 ixz1R%,cLF3- -
Diiscol OR IRER: cj� aruw, -
� %�
- FOP CASES Ri- T%U PAI41iii T� U,F
APE - rp,',,,,%.'�.-; &�fjl:fr-� H-
is TfoM flkr END fi ARE W-E ZTi ,
�
87
� -
_HALL RE FRQDiDFrE AT ,.TP ER- z,-Dl EANELS-
f
W FOR INSTAL�IJICAO AIIIEN END PANELS' A44D TEFIT, MERIT- PERELT IFIE rZ
MOUNTED 70 Eli EIIII Ri Iii E� -
,�NS i',F PIANELWI�_, 1�`W INTEAKER Pi
LAY SE OR ,
.ED ,s,ffft L
i� rz TFIFIcK - RUTTI�W AV -
L �2 � AT .Cdiii E0i TRICK 'FET Py
W/ TVO FARE- .owi smm slo" sli E - -
mi. _10D� OFSTARM IGR ?.Is C, NVIR1111 P11i LIRT WT W151 &_? ir�,_
ER RE CDRNO�__ �� � Nt =u,,
NOT ii "D T� OR my kcAT,s �% Ti
-, SL^," TI AMIAI�WW PATiELS i 'RE LOT1 & RIC.T SEE �_ XVt,RK,',R PAl �-�
,
��, I I -S R� TAR,FLO BE, Q)
,,- IKEIP OPET-Ar ,
HurrI�wmi
,! . I 0 I "aw- ; � *1 A ,,;. X , ;, 11 - _1111
- - ;IIIIIINW-TAPRA �70��
; # - � :_1 I I 11 I ''I ''I ,:I 1� I
.. -
I I
L # W.4- ARROMAR, 1 - --- --- , .. - ,; ft� - 4 ���
- .� , , �
PoLf" CIDIA:K-1 I L V
OR CONCRETE Iiii ,
REQUIRED - :�� 1i I /,.
:�: JI ,
FE , ! � : 1 ---- I I I
ED.- :�: 1 1 � I �
I I , � I , 1 , I I
I � .
I - . I ; I I ,-: I � I ,
.
; - 1= 11 . � (D
r = FIT , Z
... .0i �
� � I I l r,
,
EXIST -� � i ; I, �j
., I I ti I
i I
: . � .
! � � i I
� � . WZ
, go �
" 51
"
31M
I �Eiia', PN4E,,ALFu IuIs TO,
�, BT �. FJT BARTER.
LT F ,;,3/32' Ai
, Oc
POUNED tuli
CA 05"URVE ai�Oii
OFOU'Am
ITALL�ATM
9_AEQWAA&_EMU
,CAi 1/91'
I
I
I/.,.
1/1" j
SEE Si IT, * 20 F0q AWMAS T,K .
TUiACT,AD FOR FREWi Iwo .00D
ANCKR TME
- � . I - ______., . I
..
T'INW,
�r
7MME FILRO)K.
IF, "HIM SRKPA, si
T
Mil WTOR VACM& AND. MI.
TZ.
-;Z;-;;; _ W -j-
__ _..
El IPIOANOE Aft Mii WI
541ITTAILE TOP i Im THAN TIMARi I
4.� t;;�_" (l
__-i-_-j;i/2
I
MHUNJur REDI AMMA SNOW B,
As IFLIINA AFM.AT 5-0i ii� &DIPIREE
AVIAN. EA il 1111151i"M
FAMW
I
ii IK FOULJ�NNA,G FACTORS. FITA T-
OROWON � N �Tak,t PENIOR,
-
I �,.-
1.
4
- I
%1ACM 00"i i mici si� MI
LE% ITIAH -W $PK- . tiii
� ,,*
-
-
I
I Ei
IP ANDICE TYK IN THS SCWDW
. , - F
Iiii
-
11 III
E,
_ __
A 1p, _.-L-_
-
.. .]
I I
POl DONORM L .
�,
W CONCRETE RLON. ,
TIEDUll .1 .,
_
_
_
r_c.1 ,
-
��L
- � 1/4"
� , :
I �:�:
Exi * �,
I., ,
"
-� �-
�
i
- 11,
MAT
11,
I
I
,
I i � *_ ". � ,. �
.
�
a
, � ,
I I
I
! ,
i
- i
I I - V
I i -
I . � (1)
I- 1, -�
.
'r
� � I
�?,:
I I.
I �
I i
� P
�,,,l
I I
1�
9 A
,,,,,, I .
, __ __ __
,
___ . -
I -
,
�
- L �
-
i
I i
6
? 11
1 64
, ,
I 4'.
!_
- - _� I
I I
� t
i
IN
"I
I
�
L ' :. "
�
L 6
I
,
:
I
, �
I- RA 'i 4
. T ,;i',
- "
�� �
"
RE �
6Q... 41
7 I
I "'i : I
I .
I
I � I
� i I
I . I E
. .
,
t
I
-
,g
:
, I 77 �
!
I �
I
i
; �
� "
�,
ED- '�
� rj,
: 'L �_
I
I
:
Ii,
-mill
r
� �
.
I i
I
[�w � i
-, -- -
,
� ,
11
f;:i,-IO`f FA,.E:_AJ1:'::1il1I,'.�
III,
I, -
Vi
U TIESICTI
� �_.VIYJ2'
V
_Pei cfw�_
OR bowili BLOCI,
KOLNITID
WAU_A=NnHfi_JN0AL1AA2N
SECIMS So
0, LIEE _S&EEnL?At4L
!Iil1`1`1i1!s_ SCALE 3/8'.1,
fiEbW&_h1=11 YAUQ il
� - 11 I - - r cp.E -RE
, E-Z HAND �_ PAR L sirci i rRs PacuLiPT IRAALLPI cocoARUR _o.) NAs al ,,,E, I im FOR COMPLAREE IN
ACCORDAL-i WaK T.F 2020 f-L'. EDMINU) i THE rwslrNi, BOLDINO CODE
DESID" INTRID Li %Hii BE DE--UPANNED AE FEE !IECE� 7VO OF IBill Aal MEATIONE:, COX_
A BEFTE �
TEPER AT
OB, , 11POEBBIn ErF TIE ALIESDICTIOR Ni THESE OBBITCRE, WTU BE 04STIVLED An
FOIJ, A DIRECIII, ,WhIr
'10
'R ,LEiijE�EB, UPW
, ii
'O , '-'ITT FILE SPALL IdliT OUXED THE UOUCULAA (iErE.O.)
DESIGN PKES41iff. PATTI INJOBiV1t, ON Milli 25 & 29L
IN ORDER TO BEREFT HKE ASONT WNE)VION, ULTIMATE DOERR WIND LGAD, 0-VERRINEL, PER .SCC T-16
SWALL BE I W REDILICED TO AS t_ CESCIN WIND LEADS RE LAXINPLYINO RFM Eff 0.5 iK Di -0
� O COMPAPIE THIl W/ MAX. (A 2 110 DEsi PRESSURE IRIFFiNGS INU11i ON S.Ell 25 & 115
IN QWER TQ VMrf 1144T 00id-ONENTS MD ANCHORS ON �,HTS P.E�O AS TESTED WERE % OW9 STATEBBEII A ZtZZ Il,KJ?EASt
��N A40WAi gill FDR . BLOC LOAM WAS EEEEE USED 11 74DA AEOL-11,TS PAS31UTIERS &-�47il 10 WOOD W PAR
x FIETITINED E- kErr,ORIE'IJ,E�E FRI., RE, S, 201 5
�
STIWIM PARF�`K ABEQUACI` FOR FRi AND TAnDur FEn4susitc IRS BEEN VIDi III ,d`C'QAIEAHFf El SECITTEN !FQR ITT
THE *3�0`117 MaPIDNILD CWE A' �7R TENUSITIATION TESTING LA,NCiR&TOR1_ IW_ REEPORT # O1,32 As PRO70i EK-201L
IA5-702 ii TAS-203
2 P161 SYS'�EM � Wil DESIURED TQ BE INSTALLED OR TWE OUTSIDE OF TJIiE OPENING X-CESS�NC -RE Ofili fil TIR
�
'
11451 DE W/O � �r,lf RE A LAMER OR 111`7� 7�05 APIPUICATION S VALID iPi ��TAILATIM f� -ITRi TO BE PERFORMi
I IWO TIP N!Ri6iE OF 5TNIXTURL
3 :Ill: IIIII: 9 I EL.� N'S"IB: � BIT jo, I'l IIIIII.ICADE C FE� BfiliIi,fl, 0110 AFAISH k I IUNU 5"ILL TENDID"i Ii !A:1Aj A i Is RL�IRVEI :1I i '111i
FILRE'IDIRME"D IIIEW Iiii iNtkx U` STWI�E,Rr
4 SEF015 2DOO �RSWki I- APi%jEAI IC. SING!X AND DOUi Ill AM ,TORIZONTA� SLRERS �ilT`rUE WILI WHEN
NSIALLA-ION eR RRWRED T`. RE PRR�RPVED TPOR - INS
SIDE OF STFILCIRRE
� Pi ALUNIN'W- CrRRLS'O'6 To OF Eiiii 'LLER EN' -EMPERL IL"ILU-ME cr,,ERTI NDTc,_`
9 AIL ELWIN'-- -It'[ W-74, UIEE IT 0,0TO.114I W�_ ii JIIES_W� A,LQE,
I 1
7, kl�. ITEF,� Sii UETAt PAI Sl �,AVF STRUCTURAL CYLuR!`Y SITBL� A�M� A-05�1 Li;UkX SC mii,, G&VAIT,Zll VE�
OPSICIPLEQ44 W/�y� !NEE iks, EATI RiXAEO)
6 ALI -,Clil `0 RE STAINLESS 5TEFIL 3134 OF �1S MY, ZI OR CDAi �SWA;j CU CARRi STEE �-_ � DiN
5U�Iff Ti 50 -IF; YIELD FTREN�7- �- �;O VS. 'Fi- E�TTFNi & SIAU ERETly A/ Ri aul,"F ,,-,,-,-L smii 241, 3 3 4
) KITS TO SEE ASIR A-3WI R�Clu> STAL, DR AIR SO4 SERIES 5TAT.Lill STC�1,, Ei 35 .9. 1PNIMUNi T11"LO 7F--,fNGIH
1, Ili,"�Ejri,,
, TDr Ni ShAll 1 BE AS FsLLOi
� BI 'B� E`Vr,TjAU RIBILEEI E,Ii
,� E_
- I/'-- UP�R-1 ANC!'ORS AS MARRgAZIURED ER IT* Wi INC fMW !'-3!�2 F-)
- I/'- - _� 7/0' i ANi AS Mki �,X?il BY OEWALT INC fiki I'C.30M ,,.!_�
-
- II ID PA!V WE TEMPLE C & -ANFLVA7F PU� R-KiIi AS MAR4i I- S-0 FD,1FRRUi PRODUCTS
TV, -1550 P.. � "
,111 I I MIND] ALTA I "Bil � FIT Or LIT-OON Mi 412_" EIEI ... FIE:EI FUF1_,E_ I11,1111111 FIE 1 J'�/4' A1,110 l'"' FOR IREFELARTIE
`BFALFL Ki & PAT41111 PIUS
A21 WTNVUM CLIKONEIRT 01 --/A'I X 7/e' r�i ANCHORS Shi ME IS I/4I' I�'b C*N,:;REFE 1+0 ENUEDiLl ATO
.M.Pli "ATEl SHIR, RE PERl
; - i SS IRDEIRALPC ll� USECD SIRAl at- LONO ENR,1-LfSEatLR AI04I EKS,- Mi LYIST', TO RRGRuE 31A-
E10 A=ROTTQAs,
.1 ,I) IN U�_S '41 AT PRil q- DOE, 01 ECiAST C;R �_. PlANOLS OR FAIERB BE FIE�Ui ON -,-.E E,Xilil WAU OR
i VIZIORS 5"'i -' LONIFE ENCTUS" TO REALM INE, Mi E"RUCCIRRIE OCI`EQD SUCTF PANELS MC-ORRAGE SHAU
"
RE AS M51ITHITEIL 14 k-� RNv N Ai
(13" [0 j��_L= .LR Tf�
.
- 114- t 7APT� AFIC�OP- - NVAILFACTURED ER 9 I IV BUIl il -
- _*Ai Ii
. II�4i R X 7,16' CALK -Aft PWTEDIRE AS IIIANUFACTIONED !0 BE - 'W I �,QO p v i )
- IQ "AHM.Ml 1EIJi IO ART) PANIFIOVE PLUS. iNK3142ITS. AS ;,�L�ACTLQID By F-i C,ftSTRUCtIQR
rq0D,jr,TS iVm.2071 P-') I
.
Elf) MINAAAA EVZED19CM OF TAPi AAK�HORS AND MAIREUVAII, "EMALE TO & PANELOWE F,-LG i M4404i
Ill IREi al , i
B. ?) TAINALAS LIMPETAKINIT OF 711ii x 'BITI, ckx-N kwkcks sHi 15�_ FIE, 7"P, PBB c--f-'Il
RE EMPEDBI INTO AW FINISH AWERK .Kii BE TBEEWITTED,
T/4' 0-20 SS SIDEDAl Ri uSM %RAOL BE LOW tN,PJGTk!SFRTi Ah-�, ON1151-i JAAfIRRAU Ei TO
ENTEUX-_ 31C INTO ANCENDAi
9.3) IN -ASZ THAT PRECAST 7-RARE. OR FREi CONCPXM pA LS BE TRTjNU ON TK V HYD
RE ,ii WALL,
ARCHRi SMALL K Li ENOUGH TO REACHI THE MAIN STIRUi EE�Rai Si PAN!�LS, ANCHORAGE'
ERFR_ M AS W'",141RONED AN TLI) Ai IN 0.2).
l,r,',r AXEDi SHALL RE NFTAl ROELDi ALL Or IT-E 4EM11WENDe.-Oks AND SPE:,:,��,'TIE,EE IN IFE. AlErw-RE
MATOXiArEURLIT.
it IT st"i IKE THE RESPOWISI-i Of ThE CONTRACTOR TO Vi THE SWRIDNESS OF 'K R-KICTURZ WHERE %WTTER
Is TO BE RiTRCREID TO 6N�--AO PROPER ANCHDAl TiFs 'ROTTEN SKALA, ii SE ATTAGRED 7-5 CCWCIi JR=K
OR WIAX MARE OI-i
17 in�if INS'OULIAIND" CUONTRACEOR ,1 I- SEAL/C&A.K. ALL SiRill COPPONENT i WHIC" REMAIN IN CDNTROT)i
CONTAF I ATIP Tai NPOILDING 1O _Wi PETIDITIATT, blmlslco U Ii FEE -Es, SHUTTR TTIIIIEB: ALI IFICIIIIII) F'--
trNi
:F� T;TNRi PANEL _PETAE_UjTPR RRARI coM;i WOR BESIDE RANci IN I- UARPWI PLus 1R, 21-mill AND EORERR
ql�,GULARORS "NAIR1111 91 _1K j-PiSrAclil WPAPE RPMOT is AFFORD Ii
�4 ATRIUM TVINECTIFS AIND ODORS, wC- IE - Z l,ANO SMRA, P&NtL SyS,,_�,. f,� AkIIENT KNBW
15. (a) 71HIS PnDDLi c4ALIJAIDOR EDCL-A-FRF (P E.DL) PREPRIF01-1 By TIES ENDNEER IS O'EFi )RO' �X)l TOW ERRigDIE
NrO"`RL FOR A S71E SPTU-- PKi 1 4FREEE4 WE SOT CONEPEENIE CIFIFITE F54EE !NC BLO
111,!1 C�EEEEFIE`Trii ILI BE IEEIEPC�I i THE SELOCTION, PuIRIIIIA& AFfJ INEFAIjABI in(�,LLDR,i LEI.' SAi III
Hifil P� BASED ON TP5 �.E D PROATIP-1 ,1E/sI4 DOEs WIT DENVO. E fli I HE CIP0111TONS DETAILED ON
IPON', LECUIOURT ClIN-EFECION SAi AT FEW (5 THE CQNTRACTOR�'S RE&nN&Bi
I�) THIS PRIDDLR� EVAIL�T`R, DMUMENT +*LL EIF CENNSIDIERIED ji T MOTI
El� SPITE SIPURFIC Pi SHAIL HE FYIPPAREO RT A FLOi REUGaTERED ENCINCER UP AKiEW )li iii
SECIOVE TIK ENGINEER Of RE�Ofm (E 0 R � FOR THE NADI AND IER� WILL BE RIERIRL-OLE Ii 7RF PROPER
usr OF T-6 �X 0. ENOTINIl OF NECtRDr IICT-li AS A VFLEQWT I ENIOTi TO PIT Ei,ip r TiOBEIrIE E, IK,,i�
SUBMIT TE. ""'i LArTER THE SUE sl'i DsWi I REETE,W
(A) IIHIS ITZO SILIi EJEAR THE DATE ANC OROPHE SEAL ARE, SK.F.T-RE Q, EIE PPOEFS5�FRRAL 40IRLIR Or.
RECORD __T PREPARED 17
IP STORM RAE�_ L`W,`RAEP11t5 PAI SHAALL BE UERRitil CA A FUENDUf WDFILC LOCAT]i A' 5-19FEM PANEL IN
01CCOQUAii VF� sEcTION �702.Tj OF FiCifil FuILDN'. CODE ONE LAIREL 1i Bt ni�cm For FI oFTERRiis
LikEELBIE Te ZOUPly WITH SECRON '7%9_1 Gf THE FLORIDA 8,k]1l1lCFFP; cosE
NUILDING CODE
__
I-"---
INUAIi EONR SER0
_____1
20QQ ANU 1 000 E-Z BAK
I
��Iill
I
.5MR-M
'
,RETE OR CONCREjE_.B_L0CK
I
i
%ft- "ARLITAR �
-PULL I ��_41 -
�ii. 'M I, 1 ,��
1 I
. 2D� 6
I �
� V
__ I , --"--,, , e
I ,
— -L 'AF, , - - "
11 RE
AiNER i ,
� 1 - 4
PdMit-vir
W-WIND -----\ OMAVI ZM
__1
— — �_�4 1 - I= = � -------- OE ,
(W 1PAFFAii . - 01
I
- -1 - � , i - -se LARATIL .
� ia%.li _� �, \
f �_ — —
I , - �_111 _
-- � I
. ___� S-1 I , "', � � �k
I , ,� , I _7 I I
= , I . z ..
I - - . I- .
!
I ,
- 11 �'.. - "
I - I —
F MR, r, y ,%P,4;
I
- . Ir iIi
_� - I I
a � i — .- &NWrLR
� - - i
a=I?:`M"" ----- � , �
� - -
I ` . - - - 1
F
I
�
�
, I , 1,1 I -
- 1 Rui
\I, ! , , I (A-1 ii,
� � - . , F :
i
1� -
� 1 r ?
_. ',R�_Aiwl
_
, _�Jj C�) -
, I .
" , �-ii S.Eie
� ,
,
'1�1 '' "-",r
� �'L Ii -- "I `!H,�
I
I
� = -
L, [ �_ I I I
�"
I L - ""
I + �
�� I -
: _. --- I -
.,-, � -
-
�,j I, I :,-i � � '� � i - -
� ! 70 � * -
i , I I ,
. l�21
,� OT
III 0 � - . -
, I i �� t
� ,
�
i
I ,,,l -
I , ........... � I r �
� 0 + - "
,
� _� !
I .Vn III, . .
L -A
'TT-x----4 viiii 4 - f_j I
0 ,
11.1".."...", � . I � : � .
I I _,�_, -
I I _1 =
.
� I i
I � - i
I I I i
I i ; i
-al
i
. ,
i � _j
j . -z-
� I ___� MIA'
i )
_. � I
- - ; 1 1, - 1
.. :
� ..... I I Ill I
I * I ,
I
�
� I
� I i
I i �Tl .
1
� , � 1 f
1 `
f I ii-_1 �
I I -
I . � "*- �je_ . - . - I
I IFII
I �� - FROR 'r ! � AT, I
a - A R I
P R �_. 0 _
0 � M 41 ----(��,i
1_____�
, -
; 9 - - i
I r ,I
�! I �
A
� �
- - �Al_ -
,- ",, --r-j-
.
A __ - :_T:_�
- - I � -
I �
�
- --t-,
LA, . 8!
� —
�
I !
,---
I � f� i
i
: [ : 6
7---, - I -I, - 9
.
, I
. F I' T �,
,
� I
P I 4,�
� � I
� , ,
_V. .r. __.T,�.�'
, �
I t i A
I �
:
I
I
�
! ! i'�,
�F li
`)I`4 wili � :1 I
L ri W - I ,!�'�_�,I- x
j I I
I W 54-1 - ! I
I I ;
L_ i-M. ,�-i � I - 9
! �___T,
I ---- -
=�� ------ ; -
i r--r
I
� S'S
5 i . I
�
a - I I . -
- I ; 1 ,/,--iNiiII/.- -
� : ii SoRnA -
1. �ii .-
; E� - � I
i
.
,; 'E'A'A"i III %t__ liv -
I I
: Li Ul I I ''WI.,9% �
� .,ARi I ./'.._,,T,
i .� I
ID - . OPFIF F/
!11
:1 =M.
--
I ,( Ix:Nlixv, I -
`-�iUlI-ZI!u=TRR I I , E--.Ii
"F W*', I0
r_,,,t 1
, MR, SMIRAi i =, ,." 11
.1 K I IT Si - I '. O�I ,A_,
�_
�
K "
: � , � NURI'l,
- r�&
� : I,.
4 E
11
i - LNEW *41441 ,
; " I
� i N
IrT.Efxr-
� O' ITABL ,,, ,, � i
I 'Li 1.
� �, " 11 PLIT Plii
11 I 'i
t
I T A
"I" I
.
I I
�
k I ,, I
I + " I I
I I I
: I ___1 �
X
- -
i
',,
I I,
I"
9 � I , i
I -
Bill
. i
1
I
I I -
I .I* I - I
i - I W
. L ,
.
� ,�il �
�
� . I
I
I-
-T-�_ - � -Il- § �
�
1 I—
.� �
. A I � �
, W I -
�, - J�
i
I_�__--l-
I
. a �
=�_ - 1, -
I - 11 I I
a I.
I i
. I ---k,-1
I! "B" - I
I
I ,
I � .
. i ;
, .
1'M��i, i � P
,,!,I "A 9'. ,
�
� I . -
I�- ,
- I - T 110, i
� ),, 1. -
I
I
F
.
11
r 0 � ,11 I I
; f � !� " ,
:
-.4-Dri-i-Ii � I
� i g .r I
.
- IE
. r � I
! T; $ �
, ,,lUII I
R`ARi . . , 1, I �j �
T
�
H
�� :1
� I �� . �i
- I �
� i
� - � �� I
.
� I i -
- I I - I
� "'i 'It. I L' tz .
'III I
i I'
. TI ` " �
� j i � O, 1 1
4 �, , %�I! �
-"," �_
I Ill I
�� `
I I �� T, � I , � .
i �,,e
,-�, ' r �� I
. I
1 � �� \ � I , -, 4 , I
I I
1-I - I
f , i !_�
I I -1 LE
�
i-
I
�. . 9 I 1
li �� I I Et�
�
INUIRAO, L_ L_ z
I - --i �
� � r.,
11 _
,�_R__ _T , ,
i7
I �
� � " 1 . I
_/ . .
.O."M - � I �
I
��v I ,,�,�� , r�4 � I I
- i � I
` " I
�',ufl�LZT'1,6w., Ili I i � "J I
,
� -4- -
, . ;
- Lk� -
I
� I __ T: I
,� I 11, � 1 -1)
- �
. I I JI. ,,.,F,L.AE, i
% , .11, I :� 'A"'EFT, Ali
Mi ---, 1'r. .1 I:
�
I
. . [ . 4
- - I J� r i �
'41- _
. ,
P- � 2
`RR./ i i - - - - - - Lr ... 'I
- - - I , ,
Plii Ii
CRATTIM � 71 �I I_w! ,i i'T"i ,-
� �!'���!�
Vi II - -,I -11 A�Ii � .Ii�--- li��' xil� .,WLI.
li
-,
�
I I,
I
/ � B,
,
0
I -1-1
�� L__ I .
I
RLgATTE
5�"'
INTERNET, i
I
/ _'n cR
§ 0, iillj�,,
L ��,,,
�',
,��
I
,
�
/ �
� ,
, iiii
i . - -AeWA* I--
\ ;,t
i
VIAPIRPTAIRNPi . -=!M � WIAM --- -
E= lic`c� - .
- - LP I �
f2)
--tIxF �
W��� I . - W -
(- RNNINi
= � � - I MPAI
-1 �_c - "O
:R 011or l:R 6) , ,
j �
W-ALL- kka � MQUnm INVi,
,_ i 5
1li(ALLAQWMke]Nn I P�
umaX I
i� C
�
3EQUOR-Z
,�
1-�!--�-11.111,�11.1111.11,111,11I
a"Rj�,_��"In
-
gui�L�=,!�)U..U.D.k�,tl,:r.��,KG..,. INV.
SCALE �/&` I
- T �J i `11 ...
� I
, /-- "T I
If - - , I
. i .
I / I .1 I � ,
� / I I
I �'__ - '
-
_,Ij .--f .i.-I-111.11
scil
Is n_-
I= Ak4PMA"" "O"
Ltf - o � T A,
.Vr,;:�� -
I L,
I
- A),ii-ii
"Al'"i"'A"N"'i
=12 luc
R1*_EA18l
I �
� ,P ____-��4 P � 1 ,
� I --
.
. I ) j � �
=±,,l . �
- - � M ,��.�
P,
E iFilIFIR-1-0. �"`� IRALT 7.
_m
"IN, - �%.
,.
".. . ,� N"
,
.. �
.
11 ..",
��p "i
�
.
, I .
, " .
: I - � i 6
- I i
� � 7
I -_
NML.Effl_&isNW%iMAI�
i Fil' 6 00�bi# TALAIJIMT Is" Ai � ::::
C041i - AW - - ,
....
j : No. 4 1 7 1. S
1 *.: '. z
- , . :
It - -0 i
"I
�
rLDRIDA BUN t�_�il �HAS
LDI j,.X!2!!EV Hur - F4 zoilefl
1111..'..il�� -1- -
II
I
Al I. ;
I �
TO
- ,.. . RUT
"
1-I RAI kll)i
IF � , ,
STATf " f
I *. l '.
f
NO � ji.
20 GAGE ULYANIZED STEEL STORW PANEL u,ON &
1
E
i
. _ J,
ttii 1/21 . -.* XiEW -
I - � � T.�Iii
1__=_1" 1,
. .
i__ � I I
-
-
__ . "I " �� GLOBAL PROTECTION PRODUCTS, LLC.1 '74TAIRHI
Oil,
�
, 11
.
I
� Iii $I 31W7 -
P'i 'L
L___
1 , J11,.
. , � "i QRIEETNF� DRE, I "MIOSUE-fiEly, � 20-176
__ __I " ...___.___ I :t-- I MAi N.
�� IB .� I.
I t siski,wo 111HOUP", -,
-=-W.
I 7 " - .. SL1 Aii !E�� -.--
� - - - 9- - 2, or 2,
1
�
I
-0-0
a)
CD
c-
U)
-0
_cz
>
0
a)
c-
-1
-il
-i
2?
a)
L_
C_
=
0
_0
2
C)
C
C:)-
cz
-0
n
.
.
cm
Z
, IRIJ
cn
a)
-L--
(D
-0
U-0-0
_=
C
0
c
2
EL
-2
=
.2
(D
?:
M
=
C)
.0
-I..-
M
"
,,-
0
—
M
>
.
. cn
a)
Cn
"
_46iiiiiiiiI,
CU
L_
0_
f-
F-
Im
-0
42
. c
_il
U)
CDAA
<
a
4
z
mi
114 "I I � %.,..-
� I A V , 7
1 .1 0,��
, :
A - , KlIA
VIA AL REVIEW ASSIS; ,
,
Vin al Review Assisf,l-nc.
I
'I
Pla s Review completed a
for ornplilance with the 20
I " 'I, -
Edi ion by Delc,,-�'_' .r-I Kla
U)
L.
(D
=:)
W
(D
=
M
0
1
"
"
=3
W
�
<
z
z
<
_j
a-
-4--if
CD
(D
C_
C/)
M
>
0
L—
cD_
CDL
<
'-f-i
0
=3
_0
0
"
CL
W
a)
M
co
SHEET NO.
SH 1.2
approved
FBC 7th
PX2300
\
e
a
L.
I "' i
I, LIS LA S=JL i ' -�- Q " )
i jAL__jjQN ,-Q.ETAILS FOR OHRILS__2_Q�,__�_ �)E ._.IiAN_z___51QRM NE,Lj
I ,___EA_
'
I INTO 1XISTIN -WOOD STRUCTURES I I3LqLRPiJI _0 . � .
E I E - A� T .NAN
ME m - I L jf=ff&QEJJoJL'�_L, '�_JC_'_'j_PJJI
9 - --I..,. isi THIS YRODO11 FrALLATION DSJC1jMi i L - � ,AA BEEN V5onE1,C! POR ,�OMPLIXYDL-E ,J, ctOF,0i
I , � � � I i __ � A� A -, - WV 4- � i 1 TTQq' PANEL '- �' - 11VA, T�(N ANCIO41S, AS MATIMIAC1,1HEO ERY I" WL RUKLICry INC
MAXIMUM A.S.Q. DISIGN PRESAM RATING (gjJ,LM . . - � I � 11TH TriA __ ,OA FOAAJS� OF TJff FUDIF1,001 51�)T_J�IND COOL TAS STCJI�M F,RI r�Tlkl NOT K- METALLED, AT �fjl - A fz ISAAETAITE FEMALI 0 AND PMEI JOLS ANCH! AS 1ANALIFAD'PURED SI ELTO CQNST9',1C"Q- IRICITUC15
I - - I I J , I ��__ - -1 27�� � '41'x7r, E Z7VAES - ;; � ,, LAD Ourn PER N.iI
___ r--Iri - � - - - .- c � � - A ; � 1 . rJuPSAPEAN� SPAI (MWJI- ,W)f , RAIWARD C(HNL�MJ
= -_ - - - - - ____
=RESPONDING MAXIMUM PAM-LENGUL11.5CHEDUL � I I I I , � � � , � _ - __ � 1- fr�'. � �T�iq 0 1 � _`4 t s,"l-S I, $ "I C IN, BISION WIND I _�lP - :A'A' WO'01) 5L.".1ING, AS 0��111FAIi 9W A�L lCJIU a1,'F!FW. �0_-, 4k Viri,PJAPI I
. � . -a-IDS ; 57 CE',,RLi AS �T, SECT�Y,N 16LS CF 74', ALM MENTLENED �CEIY rW A W-�� �JIIJU - 7`
� c . t I i 111, � � ,_� - "_R_A= "jI7!.11i_ E S_S7!:� �" _1100'RiED, E-1 - I �
MAX"UM.A.SAIL-DESION FRE55URE BAIING (2Ds.!,j�A:iE52QNQMG M4XIMU ANGH ! � � I !�__ � `E�-� 1, III , I T� r"i 11 "I" 111- i TA ,wR,!SV1.rT,QP4 WHERE STORM -ADEL VRI RE AASTAA�ED. AW POR 4 01A_C!I0NA,IT'1 PACTOR
,
MR =Si 1 Z= E-Z NMG RM PANEL M U-M I I � �_ T, ;Ax� - A�_- I I I ; __ � . I
� �
- EQR INUALLATIONS IMM Q'I & QKRETIE BLOCK STRL= ,& 1 _- " - ' ' I I . . I 11 . - - - - -N x i
- , - . I _- E E
MAI -5.1I RU 4_____7__; i . I i .1, I __ �1 i � - � f� - -- �EAD.ii . -SWI, U_�,Z ASCE 745 "!I SHAL, 14i EA:i TTTF 4- f 1) MANAACIA Y-AE)LDEI) PENETRALON IrTIC WOOD OF TAP,00 Ati FM� BE I ?,'I' AND 2' FOP. ft-Ci7, PAHELVATI: eLV_r
i I [� �,,,- �, C,1. - - . j , -MAD, - � - na _ OA I.JV S�A - eCOAN AJOHOOTJ�� PAINGS �V.A:A��LD � �OA�5
� - I � . I ! " A, i 71 Q
L�_- ONLY MR-P,l�-,L"-�--±--,-,�-'.'LAS-�tL--� u $L_5.�911_m� � i I I ; " 'A - It. ,� j - - - - 0 _,., " �' INS -A1FJ.JAALE FELIALE iD
- I , � - _L IF,- �__ I, -11 - 1 7'.6 11, .12, f. ; AAAAAff_ A� _ T�IL ANEI COI ULDMATI OUSION WAS LOADS OC�10ALI AO, A5CE 7-16 S-Kr IX Lil
2!ALM-OLILEOR-PALL-.iiL:�la.a�Tvqs.-V--J" S ,' 1-,oLF 4' R,L,T . - I I,, -�,-%, -
- - A� . I., 1 2, , � .
- -ti � --; � 6 -�� N h . I I SI =
� = - , .� ; I : I�nuc_zv` TO ..511 DLSTAA� --AVSIZI,7� R.T,�, Or' MUILWILD-r1W, THEM 9, to �N VI 'O CQFPA �'Z INCH */ MPI l-Sf�- � A-21 MADA" rIAREADED P-1h,17TAIATION OF LAC SAAM. NAC DID ALATO LAI- LAID SPI BE 1 I �2- NO THREAIIII
- ;�� . � I I , . tTip� LL#r_<�� A I . � . . a F 9 .,� , � . . . 7-,
I - A , -
� �t=Pkp,*O�mm � I . A � I ' �:. � � , 4 ; -
- - I -A �_ � : I �g ii,
- � - - 'i � A� ..
- , � l I . , _Z .TAC , �, it-,., 5 , -- OEW"N ,_�!Vi' RATIN-_ IVIII 0. !H'�F`PS , 0 li P2 & I -'� �& T_ �J I .- Z7UCCc V��LL BE CONSISERED � LAST Oi �SCAAM MIREAVID, PEN17RATK)ft.
Ameemi &S,I) � M. I ,,- I � � � ;; �. I
__ V I �
- i - � _r
APKICASUE --O ; __� LIE, C, D, - -I-- r�T AW Is TKA A, WEEK ALT 1. 1TR7SBTC, A r53% kmc%.As� im, "DwAsi-
r � AOILIAMI r . I - R " , ., ", . a I
p 1`1 , i KQr.- A.C.OAS SPX� ftFi f D - � 1/7' - � I � - � !
AL51V 0I � _-,YRNA& I a . - ___ . - It" �"", rt" , "'IR . LIO 'E i III ! -:� - _
SSJ�`ONS �, - � rr -- �4 5 'I", P , ��, A,,0 'r NX, , qzp=3� IS - ;� 12 , - L' ' IN THEA ATIMLYSIS $!AD- DA AD -114 Jk-,D I" li UFTEli IN - " WIFE, - 'T - - it , r"'S CAIPJAINC,
! , __ I __ � __ c 1 A� 11 1 I1,01711 - - - . � CARQ�R IS: �li , . _�OJPS OS 111S P ELI ITE., , emi -
I
. - APPARMI NEPARATUN ,--EL �� OESIGN ____ " , � - 1_____ __ I I - 1 ,��,2� � _ �f&i� ' ":. � - 0 `�
-
---i JOCE,sri � L te Cum COPI-FINON TAI - . -ANEL-5 `TLjS Am fwli . I[ F 1 , - , � I o' ;L , �LOI, 11 - � - StREVE -D.q WNP .�JES VIN5 SEtj LSID. - - NA" DrGIL OCCI 0' L,A_ �,CoT I., -T PJI 5� AD AB NLIJOA. D "
POSTS PRESSURE I I ; -1 .J, T �+_ . . -_ --- .
UI I . MEW I - - , - - I- 5�1.. , z11 I - (It I I � i *' I . , 11 - r I : � - I - Ai
r � , - ---- - -N � A",��FTAA i �'_ �, ' � 1� AF�toO , - I - - - ,: --4) ACCU --- E
Al. 11 ��--- - �- � - - U.TN' j , W
-, - .- .. � �_, . - r, �i . � L, � - 14`5 APS J
IS' CA L.Vi 'IV P, 3V OPI.R. 1. f I -_=_-, .��� . .. .... _4 - -- � 4� --- , � -_ -
I I - : __ - 1_� L I L .- - ___4 , I--- IiQ I � , - :__ A - - �_ I :, � " I TBOPWA DAN _` , - _' , �_ 10-9 AIRACT AND PPIND RESIFTANIE: PIA5 5i 1�1 - ;N .000R`,Si Wo VA 5FITNOIN i AltA 1 ,I, OF I 4 � UNNIJUM INE-41:17PLAROPPI W WrXJb OWNW, INIAL BE JI/1" t)_- c-20 GARR Pq - S-ALt BE I I/2' twv WISAAW
r J__1 16 . - +--.. _ ---r- � ; � I !I - - - -it _ I � _4 rrill 'gr I " jr'j� I ,,,, Z - T-'�;) L" � i N�I�f ,A .,-"I.: -
- ___ --,T",-,- � i � - ===; �� - , , I ,,III � ,"N 5 r - E r L �� I 'TA' ALI ;DA1D C� AS PY'R AmmrAN TEST LAB 1Y SOUTM FL�WJIAR REPOK-1 #021 4 51- 01 AND 1061' 11A I A�- 1AO%11X STUCCO. EXIST, AAKI i, JAMMU. ANN WiLL5 `A� .0 STUCAD
� � 11- - i .� . - _
- I : - A Z� Fj;iq 1 � � - I aE - ,
� I � N/A � 11 N/A - 12' , N/A � 1, t . � N/A I 'i � r : � I 1 �,,' [ 1 all, Nil,,� ��, I."lri, a �_ �-- a I,, Pm b� & T I � II �_ISCT�r Z�Ss a _K$TV ', �314-02 STPJAIDANID� AND AMERICAN TISJOIC r
.6i -?&I '. 76 on UESS. mirm , & 4,w 1 . � t m,,�Ai m � , r 17�,, � .i � . , - OCI FICIAN.I.A REPORT 01 21 UP-1:0 AC SSO,.
"" I . -,- .__ . �1 .....-.....--.�.�-,L��,���-�-,.--��,,��[ I , 1 _1 J, �__."4ji!�i F-4j", I �Orr IND TAS I A - ��11 I CASE TRAP FlAi DICIND, OR PRECAST CONCOCTED - __ STUI AS MCI Mi BE POVAD ON THE Cps_bc
Ei C,��D� )
. I I A� I i - __ ____� � , � , .I
Ir I I I .1. A I . � 1� � I '__ ; � , III - 5-20) C10DJUS, AND PS T`r.A lIFYCILLAfri PF-,04,Ol� III )A,YYYP,rNJYL[ PAr SAFICIVRON NIIP 01, INE
V i . - , - ri ri�'Arq � � , - I �. I � low-, -TV LONG IDINNI TO PEACM TYPE ,l,4;'SriHJi StIONO PUCA PANELS
i_ - - --- L_.LL__ .. I 1� 'E' 3" � � , I - � - I _ I - L_ I I o " , Cm � ANIS40*5 $NIN1. L D
. - � �, - - L-ILAI'
-
- :�&& Afr��`N L 2 4' SS, PAS, & ImPIEScIr AT O,FRALAP & *r,r or PNI Jxtiatr, _ _ � --- f , i4ms_,?_-%� IlYlrr,� � - - / �D 11 I ; 11 ", � , , � !� �`, "� � I � LINIgN al"DIN, If M90`00GE liNiAli, AD I MtEITICNrO I% C 1). c, C) A, c Al
- 4
- . � __,� I 1
,3. I *)m -A/ � . , . . ,I - -
t 12' 72, � 5- 1 _8_-__7 _V'_ -kT*- _,_ :$' .- ,! � J - - . - ��xN A�Q�iiire ! � I - ------ � j r P, I Ar I Virroe 'SI-PALITC)l TO IN. 60t], III 01.1.1r:11' 111MVP REPIPI -�IIPILETIQ DAIIAAW�F �4rlrl SED, SHIDE11 I
'e OP PLAINI ; _T " r � F I - - . I:- D�, ANCHORS, SKALA Rl POIALILUE0 FOT,LOWFY:r AI CT IH� V�,El�A�O���111,���l�,;T',,I�,fl, PAIDI SPIEC1111110�1111ION'S IN 111�1 Ar'll1illIRIP MANUFACTI.J90
I � � I r I
_4 0�117* I � � I , -, 1� 1 �r l ,. , , I I �
I � _. � ,-- -RIELTVZM�,,���,� -7- 1 Y I E-1 , r V, I - "' � I I
T" ___ ---I 1 11 I __ � __ "'.. .�On - _ I . . I ',�I'i, "', �, I' 1 E , - 0"r I I
l - , � -1 � L -- --.I- �,,, � L I � " A !P� Ii- ,
- . -!,�, �- . SC�Iji,�r � I V Ir" jI A, r A� 511"O,", ,_-,,r, ,,, �1: III Ali 1:310111111AVE IIIIJAIL I or 1111A��rI L,A'
I N/A N/A N/A N/A R/A 11 TO/A I �" 7 /;�, - I I " A, multc I . ifl:
� . . r - _F1__ ll . A PALNIOZ I -I reo�l SO INSIOULED r1OFKZj14TAJjr1 FOLICAVINC ZIOPAVIVIO X1.04T NHOPIP4 For Scr,:YON I l4il:111111:�111 II (�OSE_EPE S
+65�0� -75 j I . � � � i 1-111, .
� � 7_` / � 1. 1.�_,_",� ____ � ,I. _ m I 1"" I � - ScIpAsAIVA lj�_.,�,7�: �, � o',,Qlr I
I , -r - iri ELASV'r 'P I . 11, . , S3 DE, ASt T I MY I or `4*16 s 5IIM 1 I PIAPUVIAPIN ai DJI ASUA A-4A3 ON&N. 81, MINIMUM Yip ovADAH A) A c-9- DILI` PrOPOPERSIQ &(D Aoi YET SD IT-Ar'r"
I N A � 1/2' N/A ;I 1, , I, �,�.,�,;: 1 � A-� -, ;� -_ �,, � - R 1 APATiA w, A - I I I , 1 �4 AIL r . ii-SE APPLYMITI �
�" r1i � � _111_,_� c � -4*�j wu L, . Ir 10
: r � I . ��_ 0� : �___4 . I '21
__ - ____� --- - ___ -L— ! =rP 9 1.1; I I , -�I[ � PL&TSNA1�,Yi'4/P 42 2� k.1 4orllp PCILLOlt q '10 ,,TNVY -,rID ,
I , -] M/A _T�� - ___ __ � . -, e�-- _-�-s , � , _L, - __ - �:I - T 17 �,NA,� ELF TAF FDDVYlN`%ISLIrT CAL Trig: ,",OP~Cr
-4 �A:?_V , ,�, . - r. �__, �IPJ I I
1� � N/A I I ',J- 1 PAIA a J/2- � PAI 9 1/2- N/A ' !� OJOTSISNO 1 .I11_I!,Lz_j � . VANNOUNVDr OF IPIL DMOCITAr, ANYBAC ONI D TO BE
I c J I - � t , �y - - � J A'UrT r to Wsu,N'. PROPER hPY�I-,OIPM,c,. PITS SHATTER tToiL (TAN-P` K ATT4�TOTI: Pill CONORM 01,"� IWR INDIAN IPAIME
;1___._I__ � - --,-- I - - - i �� 4 : ! ,,, 1 ,, I'. 10,2/,- 4 1 -- -� I � , r -! - ___ �1- T �r sfor � Rc,Oei - AR - m 0 ;��
", �_, , . 3 ALI SCREWS � UL USS S,EEL AD4 l�P 3r0 AN ED Do CIR ___q REASTANT Cx�ATVV Q BON E� AS PER " Y
�
I . � � . I r i I F, I � � L-Iff, � " A � - PAti AND AD kn, TEMNLE PETTICTADfM AND EIJI 7CooTi W1 121I 9,4LUINC, ,'Otr' SECTION .
- - , _ ,� �', , �I
� - , � �- - te � I - � , � _'.4' ' � buu,8 x/ Ou - r,L--.- S
Ii 1 5 1 , �
lz� -_ � �_ N/A 4' fTap) � I '. - - - J,fA, e,,�, 0 " 1""�' -
� 12, � MIA I K/A 1� E 1,/N x � . - - - - :- I , Pi
: I f - , - -A-- a . I - .- - �- 1 I7� ,�
�
-
-.- , 4 . - - �� ;A )-�A,� IT i /� 04 �� "I I , -A 1 � ,S 3A
. - ____1__ , � - - . - i I - �!f I 1. � � - i , : z � ` LAOD RVADOV? SPAIN. PANEL PATH LZMI OF,rR W', Ari PER OCCTIBI I ), 4, 5, t AND ALICIRYLATI,ES M sw At 'eFt ON
; It. - �Rcmcm) c ! - � . . ! vv�- c'A',0 i q�d:- � ��4- � JAL � � � A� A_ 'JC� GA,��,LPAZt` S`�7FIL, OR ASJ �SA Ar ' ' - �
�� - I I I � � � 1
12 -- ---I- I 1. - � i2� I - - - 9 : - � I A I- i- 'PA�S A
� I
L . 6 . I I 9 ',/2 IT' ,2 i . ; �, �_ Ri A � � I - ��, , r, � � 1117 4 __AAei ,IV MTH " III, MI Y:EUI DALLAS A- , A A 7 RESPECTLIEL y� SHALL P-AVE 4 LCC�Por AND FFERNLY V15i PRARWIAX IMPSTPIUCTNIC OWNER Qq lZMAN
� -- . � -0 _11_� I lm_,T�_ SECOAS ASSI VALIFIL APYPLr,AO.[ REINFORCEMENT OUR"O -IFINADS Dc o,A`WCAl "IFINNO
__j i 9 _ i z i I - __ " I - I I
,
� T I -, 4 - __ � i , I
__ �
I, UNJI_ TO III PA., ASAJ� SEWN PREMNE RATRIC �, _J1_ __ - - - I I I I .-. � I Ai , z - , 71 ,, �. � I - i 7 �`IZHI 1V .Aia ___L RE A5 10I I ' T�, IAPSLAU_�,XAN SONTRACIOR IS TO SEIL/CFAILK AT', 'ecil'- "W"Aiii [DOES WNI REMAIN IN COftTA,4KA.* 10DIACT IV-
� I �=S . I I � �� - .
I 5 11: - x . � . ", - I
Y-FA - . i . �� 0
1 1-1 - � � � i - I i A� I I ;p �'. �, . I I ,:, I �� . ILE SIALIXI TO P-Ew"T Whi qltltyz�QN
" - . - - i - _. - ._ 7
. ,
_
- - . 1. � - - - - . , AS ISAOEI ItAlp"Ir llvr_lr+Tz
- � - I i I �20
A Si 5KLET ZE PAR AJAAK= WK & SPACIWS FOA INSTIONS + .WQMRES �-� DISTANCE W-NISTO OSqW AS AAAAA-11 i � � i I . w � L , il � . ; . E ," - � Y g� a I __ - � �F= ASIALLc - - EPS - 0 DFOADAYA KUS AW BUItERI 040 �'_�i RtCAe.1Jr5
. - - v is i A 4 � E Al- i � 4 � � "-A LAAI ALaVDAY' A, MANUFACTI-RRIO 91 1,T W 91_D = - � � S 152 P.1, ) � _IAA5._UD.'QN SNALL COMPV *yr INS 24SAOAAD IS DS
2 I -, - . I - 11 I I 1 �,, II, :-,
� I : I t I ! - � i - 1 4 p - , - - CALA -." - PAE SA� -,ON WHOI PEAtifil IS APAvM �
FWAAS OJOA,BM - - I IL J1 1/2 � i y I - -UMLU Z -SDC
� I ,I �. � . __ . E - 4 . 7A -LIi ANCNORS. � MA,NU, , �1;40 irl� OFIFALT AD
- . A.0 0 TO K 1/2' :I l I - __ - - L � . � I t R '_ E
..JRSM ANOHcA, 1-0 �m EDGIE M-1mi " r[ 1I E SM � �1� -
.
ART PICASA"m ON _�PTS t7 -� m- _ _L� �, 1 14 1 � � L --- T� � 1 ' - �_ I I - i . - � I - DO' - "R " ", Ell 4! PMAT SSAJOI DO- � & DePT4., - C 3 1 - NT -
� ;ff _�- � .1 I , �A , �_ -SAT """ Ii, , , ""U", � TAJCT -P&qEF OR -01,er -INVASION
I -
.
A sm r-D" TrAN AINCA110 ON SGIRDALF RHPr" AW01OR ��ri - _9 I " I I- � l/. r�, A- -A s, 7=7�__ 'D " C - - I i i �` I i 11 UNEE (P,A JYJ DR. , IV III ONCA ii , IS OEM PC A.10' ME55 hi -
%AgOei L � .... ; , 1 _
DA ALLOALLASS 4Z i I Eff i I :�] � i � I W TTA5,AI , "W'O.Wid.., DOC I - -
" CAER, - - 1 ` � , . .�, � �'.5 ..� T2 � . 1 A A , � il i - I I \ - � � I I I CIA � --- �AASJA ', 3 I reg SIT SO4ariC -ROXCT. . . iIIYiERf TP4 VTC COA-MMONS bn-,Xr,EE PROM �.� ii�.f 0
AJ: SAACARS MADAN ON SCI�E RY TIA NOLLIFIRISC FAAACAD_ A1_q I I I 1. , � - I t L' 1�'J__ �- � I A., �,` / � _!. 5 � - 17-C ftniJ,I�WI TFIRI It & PANE'li 01 A -, LA ISANU -'--' 1_� F� EL','Q CCi4',1RLCTIr)N RP,OCVJ7TD
� �, - I A ,- re - j I - _LE
- .
A TO AD PCOLIPPLE. FINDIXEL, Sloc.,14 ODINNED USING. FACTOR ANAS- L__j I " '� - !" I 1, __� p I �, � I ,,., i ! I !, I - 1?4'0 TOM.. A&LI. ATC-LIKS. AS MkNlj�-ACTVREC el DIEWAV 'N"
ANCRNAB , � ORPR T'ME AT T-IF-0 � -I � � . - j : 1 � � �� � � `AAV`AAc`cPr to BE Rn"'ONSEBE 11JR JUE SELL-o-FALI ID Axe O57ALIALOu mcijcm; LIFE, SAA-T, OF INS r1loo,'k-,
AN, m J,m
� - ASAAAC; SPAI INDICATED fop EACH MR. I k L-A 11 � � � - . I �
� l � - ,- ___ i f _� ii � - � � I I i I.
1 �2-0� -, �.,�j F i � .1 I �
.. , ! I � L IDA -11 I -
"I ___ I __ I _�� "i � - _ . 1; Ai I
"I
"I
"I
ok�w � _ - 314* "' "I �� If". ---i I le. ++ REOJIM5 No DIVIAKC' SITTRION PRYTTYNJ 0,' I 1: 1, �� 11 , i , 1 NA ASS IA� - ,,� TAPL.011 ANC.011S N%I N)UPtO POINTCP?Vi� SiAN! EW ' 1 -'� ," 'Ot ITUDI PAXIILWO� Atol I � 7,<- -59 FRQrAOF0 1PE/SNT 06F,O 40 _w,nie- FROM THi OAAAm.COLP AETAIUCC.' QIN Ie, rOOCULAI,
� - I 'i V � ,;a � I , -- , - `A:ft � J "I , 4 - - - - - i"Y F 'TI � , f"ON$11"N' CYJAN SA%iiY A' Sf'r I$ VII COMPAVICR*5 n-S,-t,,1SnRT[YL
6 - __ I I 2, � "!'t- � I I i'0�', 1: I 7i ,� � S�____-I'Al-IL� A I I . . �� � � � I - mp � FINLP ... �c�,fls.
_.. .. . __EOINI , I ... --.-- ANDI ` , ,_ ': ii� __ �i � I � ---- I , r l"' � . I I I� - , - 1 !/A
'k., r I, I -
I , � � , ,
- !A"r -0 ) On So li,,,�F' L I �' �: � vw�,N,Af, 1. :_ ,I 4
rimm"mor NAR , - _13 � I [ � . 1, - I i � I
F = I , - � ... 6;SA4V r � I � -I - JW1 I �,��,�,,R,�,�i-,�,.,_-;�,� I ;�j TNrT PTAWI EVALIJI'll 00�%INCNT WILL Or CON`CIAOD RAVIII) IF YXiXIFITTI
__ - 4�� to III I , - T " �� � I,:r:!,�, � L - r,, I - IN , . I, I � I -11 " I O, �P
- �-_ - L, �, , - I 1 L I
� 1L - ] . _LLIP.- r? I Iorr LI /,-, �`.,) P.D I 1�.Irr,�N � I-Ar-SEr A1PCJT1,A,-, SNA41 ET rJAINCII: IS �,(hl INTG P,,r. N�,_ ,j 'O'kOCIT Nj�j ERA E VNI IPJJDI
, II 3 I 1,1 : 4 4�:' I �� I , � __ � I- I. ,2 ,r� � F I I .." - �� _ BE 14
__±'L.__._r 1._-. _� . . I, I I.T-1- D, , III - - � t,�Al ,I I J� �11[ r, 7 , -, ,,�_, � - �
_: , � " � ,'I 'j" -I- , - _" I � r pr ,,, - I �, - z ,`,� J -IML, IPIZ -_ � I J�,�,', Sill IT'I'l-IIII: ppoNEcIt .SNAII, I FR�1PAIFFEe IXT F, FTZIAPNI, qr.;JOI YpDrIlill:11 11I AAQYTY,i:T PNIKII 011A ELI THE
_ l, " I �,,� � ,�,l`rl, - l, Ir �11[U_N.T' � . - `OTE 'A BILL.)
, i P�Pq D, I,, .1 rFhr.FI �S�, , I YlliCcl- Y__ � RE T1$lqAA1Et:F. 1/4. 0-2c ICALWIi VS�*D S I ,,,,, zPAII, MIAPY�PPA IIIII14,11-0 SlUTXXI LKI'll' ,
orm, , 1: , I � ,AI - L�j rr � I r� - - _ §
. i I - -F,rS,., I L" r, j� r � -�Z� ,. " .- z", r", ',I' , I ' � [ I `4__S'\ ; I I 11NI) " .Nwi Pol lmv.s Will, 10 5I ANO IMP RT I'll'CrIll 51",'REVA co' NU, T IINDY,Cll�i Vlll�hrr III HiAll, Sr"'INFLIr ON PFUNNI) IT PTIPI'� P11:1111 TAIII PRIWIFIC7 AND PFRL1 I'M I By ITIVIIIIP1111611i 111101111 'HE
. YmmoR lb�. Jo) � . I 1 i7r �JII`IIJI�%.rr, 11, �
it Y -,.I �__ - __1 __ __ � � I,;__ � - �It�� -2 4 11l: A I : � N RIL 21i,i::, Or I A, o �:i I r D, � I I ,
� I � A— I , I '"I �
- DO a I ; JS�Irr,%�Ir 'r�,rl,IL ,,.4,- � IIII ., ,,r,-,. - jNY` 1W VINTO NUT�11 pool, III UVE Or TOPI NE D PhY151FIEER OF PHI ACTI]JIG A: A OtL5IOITYr lvrlllpicli�11! 110 lITE
,QAAeAA NNAA, Ji I� ',"� �� j� J,i I . '
- A� Ar I I ", 4 r - I
-
RISSRS. Ea OM � FACM � " I �__ . - 1-11`1 L', a �� 11 MLL1jdQ,Qi , I:, I f� ,., . 1 1 � a--, 'o". r . , oc � 11.1 IINY LATTER INA �Tlm 1: I
. � - -- -4.111,- � 1, il , . al , P,"r-Ij I ,l� I I 1,
__ - .1 ___ - � � ! _-_,� IVOS .1 . t' ') c "I I I I �J LN:-' Tr-11 -111'�T VOIN�, IFITCA41 COT'IrNr"I" PANN15. "`�"'I"L `iAL`_'Q or 11500 00,11FICIS at ir -C PN(ONITA. SHAIJ SUIPPrIP I .Irr"Jill, LoArAll"lli, Poor N:I,1111
)S � - - I 1_�� - I AIND [IN TPC
- , - lOLX -.'� �, , - , - P�, E -I " AT04TJO
� ___,;i ��T - , , KAY z �' , , A � . 1 - ,z Nr rr�' 'E41"PlIrlit' �jr %
I � \� MmUA1*9 �____� _Fe � fIW! --ii- � ��, . !�XT�'W_ A?� V�P` J�t4lfl, ANCIAL0111 5IONIJ HIE ,Dr.; LNIA"'T TO "RILI.I, Vrl� .NN VirriPT'ridNE RAHIIIII, sulOr PAND.5 I
-!!--,-. - __ - - 1A -, ,-, r,jTr EN , PE� JIJAI BEAR 'HE CATE ANV ORIGINAL SPOA ATIL 'A IN, OP THE FRCNT',�A�NAIIJ,
� , � - ,_, z � d lik- A-1111 V�l I II. � _ALU"1R1__;-:__'W �� � T - , -1 .- . IWL J* - 11 - tog"�
q 11 � 11110 ` SHUTTIELF, MANUIPAD'ILIPPER'S LPI SHAJ- BE LOCATED CA N TILADSLY VISIBLE i CCII� ' Air SITCRIP
� � 1 YJA __ - L ". - '11, 1, ,T 2_� e�, "Xc LLA�T �Q�AAAA 1F___Tr ,w III ,r,ROYABur I
� 'L � � . ,I04CACKAI �' - zCr MINCTIONI IN A -I!, AND IO A2,
, " . �
-
- __ � __ : t� 1,14-1- 9 �, I
- mic �IIAULU I Ir i
___ r___ __ I § i - I .." P`�C'14�1 P�1- - Or I No
. - I ILI "' LIO"r-6i rLX'r W`.;LAE�`I U-ol'
I- I A"T ftLAjjYLjW - _� BuILZW Mewi I I - I/`,_ J, �A_IVCF` VIONP'C'IFI5 AS PAYOUFA01JR-ED BY ; I N le -LET, I ISSELL _�,�V[r ILI ACLCAPID44TE WITH SEE-rON 1709 9 2 I-F FmCADDA RIALA%W, DOES OWE LASEL
I--, -D" -L-E-17 - I I o 4r�Alf �/4 �._ i 9 I WE&U9110 I I - T/c A A 7"n, INA.- Ae,cPrOR", A, ,,r,14o-Ar:n-,zL, AT DAP� . %c SLIALL SE, PLA.-IlD TOR CC�Al OPIOW,', L�&1114' " COVAAf A-- SCILI 170A Y$ or �H,F,
I -
f M:Dli I . � J mQR. 10 CEL-I—AING AL]IF I I - 1/4', 1 5 � ' SOJAI 1, AI,ii 11 11111111171, .J' �1 PCIAL AFAL INTO IF im"AI-1- CO rwri VILD-SAC. COX
i - E�11 1d0AUA_H2A I I "A AS�
"wit"ll!'PAII � , - - I . 41�- I,, �APJLLMAT,r 1KNALC 10 APID ",%ELUATt P,1)5 AYADII"RE. k5 I,IAN%�X�7,AJEID 11 9-CC CON�RUCIICN PROA
,V,_,,-,,i 'A;. "-, ,� �:, Ir, - �� �11 'i I I - - , � ,�,IIIVINOIIHhOj.
_
- � I - � - - Ll�-'� - I. __ -:. - _ . - '�Ii� �: I�
� ,�, , ff"; -: f, - ,,� k11-_ ;v � �IAA7- � T� ___ _ ii� ",iiIII-Ne", W 1 N.
1 i , 3 � tr - � ZAADI "�N A' -CHI AS RA4VACTOREV JA, SPWALT .o%', , _!,,g/; v.
,4"RHATIVE ,I6,
-� ". �," , - �;,"'p:'. .�_c �-�R- - go �Lij'-.- 11 - � �,, �1, �� -, , � . - -- , "
- j �- ___ - � = 3J--
. A ` I . F � SO, _& - " 1AI " ,;,C" AN, --, a, , 'qrL,,_'-, ; ,_� ztw,r NI�H ,oc, .
" ,i �-_!!��; . � , I _L7!!�ff ,"_,", �:��'�� , - -, "
"��11 �
11
- - -
A I � �-t4
- ILI ;_1 11�
, - , ,]- T
-
_T__%r1_
I I ___
-
-
- �, I � I
e �� .- =22m!e�-
I
I
�J -
, EJ`Ise"/%��11 'I, ",
, �_ - . ,"p, �A A Jr, '010 !Nli "'Im Q � ,�,cxm - �� ;, !O Er I- E o. ;
. - 11 - t ... _� - 4 __ -
- E " = 9� _L I'll I
�t ,,, z �,- S-Tc�rO �L_ - - AL _� 717- � � I - � i 5�_ W , , /1' , !�L11__1____
_\� 1. 1� klit I - ;�:D"� ,0cErJ&"-,V?--, ' , .� FLORIDA IRWI.OiNG CODE �Non High
- . % - , ". .�� ! 11 -_ .
- . , -1 � - DA F � C, I � � W41 - ii : 24 CAGE CALVANIZED STEEL STORM PANEL RN
fi<_�,' - I , , FLORIDA SUILUINO COX F. Velocity Ng Lecrot Zone) - . I FLORS, S�LOINO _ I - I
� �(H I 2 . - � I - DE (111,191, WIPOY, Ht,KC-I 7- � �
. , - I '51, � NAY
, - ' � 1 . 9 2� J7A;A. A, - STA--v�E' AP,'I,10.-4 -I,L ED CNIOLE-10.- 1�tJV L�G �� 170140,-XIT RO�I, QN, � -
441 IDI` : t - ; 'In. 4r 167 - �; rr-', I, I - " ,/�_ 21 Sl�PIENA5 LTEIV �,HIIL SE 7 7/2' Lro , G 'Al"11111M `rP4 tc ii * r------
E ; lo F - 11 1 ," N, OENI .
z : No. 1Aoo Ii FAA LAZ�:ISJ � "i
1
2� GAGE GALVAN12ED STEEL SIMM PANEL ", , 1�,�,,�.,�'L,,�, I � � :* = I ZILOS"IrL "'Ji PANEL slu= 11 IN <Z"fi-I - ,A , , � \ 1
i * � * __� * = I I r, 11" ILD",1111147- -t� 1__T � _- - CV, ., -�� ,F i , - z or - Y, ,- : Al I �-_ I - _� � �� - Iiii I I el - I'
r� ' - 1 -3 - - : = -1 - 9 WHIMLIA O5A WAII *ITIH 40 5NC�O I- . i LOW PROTECTION DUCTS, LLC, '
I -IS I:'l IN IP, �11 �' F "T A�11 rrr,�,F� I, - ---.r",-"--___ S" , BID "Er"N"T . � I I LIE C OMNUE
� . I S I I - . � . . . .------ --- !!=_ I I, �_f AE� � � I _ ---.-..- __ - I �_ 1 ID� STATE r F --L�, e---,- � 1113 PROD,
- , Irl=rp- —"I,, I �� �c � -_ � __ -- ---"I!m , ' - -_ 1-i
I C,0 Imc - 118 PROTMCDON PRO �_I� 1, (� li�vil PNOc'OT SPONIc DY PIPIRCAST CDP,tAC7tNP rKLD S7L OA YO110 DOVIIII 0 "'�,"
__ _�, '"' LL IGL.' AL r I L �I)Nttltl ,�� -,L�-DITC,,, "UP
, , , , 0 IWA: , , - K.
- - .1 , ��� -4A [-�- -- - ' � 1.11, � J, ,� tim,
, � Ic — —___ CH I r �, _j1L1E-P*JIR`P - - / ,
, , - __ — � , I N, A PIP.,I1. ��'.
" , , F, -E-icL,g-,MS,B,�,��;��E�,f77,�ii 1111[i - --I .L - rr,s�,�"_ WALL 044vLDRS S,I�i EC LirPlrr� lNI)ITIer, "Tr �"'��4 _AA ASAW IAL��I,TD RlHINO S, ,1 "I , IO A-B [;� ,::I. "No".'rII - -
!A . - �, / wNPIX Ot 1. � -, -� sTrkri lji� I :o,� �� � _W� - __ "' * '�
-
4. � . ORAL PROIECTIONT PRODUC LICC� , 4, " , � - 11 - � ___._ i2tID NJ`
,
,�j ,
� ,
-
oiiir-,��...2�",P, I I ZIII:Li� , - � , l�J� -
-
S �,- S1 kTE , � I ,TS, No � I - " �,, ,Ij � �, � � 'i "'ET " --- - - . - :� � .ft �. 61
1 c --- .� ,� � - . , DOLTS, LLC. I I L SY�,',X , ", , - = -
,,�N,e .I ,2 I , I INAME-Me-WILAPEP-mm fmlk`il,� .. , , , ,�?e -_ Z , -DA s.� " - IT k .V -
, R� , � &, ,N,i � 2'--T
LDI TIL 11 E '......, � L-, -, xlo�tk
. - , E A ANO IN All) V,,,;,- NALLY' �;;" bAl-
��i I ,� __.`Alg!�,_�A_l 1-111", 1-111111, YNIT. rNA Im, i! ", �15,,�,-,: I, I " I I, �, � � 1_� � .;,T I I, - RPAC�,,*W,�c �,NlrqLjj
_ r,� No, 'R�LPO .'ril TOL - (AIJ11jNo.)1i4 20- I �PJL Y li] ,oilcilirrIlli Po N I 2 ALPI - � "',__ - LA, - .. - _ - - I - � - I
PoNi �11�, L, or, - - 11 11�1�11,T AA., ,. ��AA I , Rq e 'Lo", � , _-A,LAAJAA,,ANrrNT� - � PPI I If, _,,� ,�
41'. � � ,,, At � 17:1�:F_BL 'K 3En � . �
- , ,,,, . 'T`= - -1 ,I- . k�,� 1,1:11.�,Ilhlrr I S �. ,� J;,, ��!��D.HL�MOR-t--A,xc��,�cc,-."Qwi -&q "N"r, II%,,� �, :�, �,,��. . .. _/. I I- """I :rrI � -.I- �JAOA,: N, ,
9VA�l ,;I, l, I orro '-A '" ir-I 11 � ,"', - ,�,_ , I ii .1�1111�z �,
,,, " - � Z PARINI OYI 11 I IS � -
, - � A-Z. V1244"', IS �
� Rit DA, �1- J , "=ir -IT'i __ _.. _. _ I : - =:L::1'__�=
I""k %_x_,vPOR _PCOIli __ Ni Jiii Y'[L�11��jiR�:�,� :�r�l_i�_ -, l,� ,D� . !'"'I n, � : eA'r TO _11� - I'll: 1 I " %I r",� r, �- 1-rio", "'01 11� r 11,,�117, ,I 7 3 0--w- r- ::E:� �__a EK." ' � � --- - � � I � - '' . - � - ' - I r . --l' ' ..-�ll.,�."�l"-...�----,�.tM--�,,�-al.--�'-�rr---I--L.".�'I'll"���,-.'.�', ......
_ ... ____ - ,_ - I . -1. - ---- - ,_.____ _.. - I E � - . UNII TA rr� 'A
� 1 ,A- SI, At �.� OIL- , � . _� ±L. I .. ANNIt SIL o, 11�1111 rr Ir ,�1,11 ii .rI - 1, � - -, , * �:1111121i. ,Y'-�T �. - ., - - - ------ - --,--
2 A� _aA__ il-_,, _ I
.---. .., __... dL_..__._._.__�.. - � " L-I � Ll�` , -.11 1___.___ 11 � I
11 1 ... _.__.___ _---�� , 11 1111.1 Li�� ...... ___ _
I
F_____ - —
COMPONENTS FOR. REGULAR. LIEE SAFETY & E-ZAANQ STORM PANEL SYSTEMS
I
I = E ,
,S,14LE I/D ""
� ___ - __ ____ - - 1 D I III-- rte-_ ,JAI - - _. . I . . _ - __ - � - . - - ___ Zigr -
.
.
-
I - I 12TS00' LEFTECTT& "APTS, � - - � _____ 1, .r- - �IJS, I - - r/c-A1.3j."
I I'll, 7 � �, �- SC 11110, i`N[1m
"L
I
-_ . � A 1/4' Irro ): --- .- I "I't.- TO APrOuz a 4 if"
- I . , I 2I., F ... I AC- tar . oB i4i - OR 0 IV 1/2- O'c'
T
LWA A, FKAMAI
� , i- "I'LI6, - - "3MI - , YCO, . 11 _: � , I ;
'Are - �Nop, I
, - � , I I I I , � A- - �
-
1, �� � .j.._.1_, .,� � � I -1 I .. �. ��%_",=�____. P . ,
I _ i I
, I- �_l
", 4A`-`r,N le .... I, Il I , � " � I __ - 7" I zoi
_\_ Abi I
i N � I 415,c-
.260", 3.1mil 'Il I
I , . d �
- i , , , -.--- q" - 1
� � , L I "L I / D.FAA PON, III Y"S", I-, I Z � I �m 7 �i ... -A,
APLAWILL, N, ? mk=%Ss \ .. .... ,, "4 4.
- - L 'I
- ,�yz_ " ,-06W : ,,,, - -1 - k, 1015- I, S,,AA ,
CODE AAJE� , , IT11p N I J I ,
-
- - . \,X�� Ai �._ i 2 , 5- 1 � - _J L---' -
A=IO SAO. E-DI]II -, ! �? I I I -
A \ / i E MA, �_�Ci !Z,5' 1
111I � �k - - !
�,j
I - - ,,, � P-�Yp )
� .. I I . . - - L
7 - - - - - - I I H ,;S 37y
It-,
t -
uitm_r
T M&M - PAHU i - Imc. - A - 2.11W - - i
,i SLAt A� -ALLED mm4n __ 21551- -
- -i 1/2' U
i Oe"A ILALT TV I&I
Jk, AND A, eeI DOE 0. MIFOr (Li) "u, ALAI (�) 'E' TRACK I AML WITH STUD
I
�1_1 , IV` TPP V=
I ',�" 1 It -, 0.02., Lm�.)
I-, I I I I�VAMI ,
� rKu
, FF
othift I FRED OIL 11 , �, 115, II-770"
-
W1 .101MED f1i � 1-1 �� - I I � -
, , �` _j ,-:,, - pm;� 1 1 . � ,
� . I
I
>_ -
_1 -=. I, ,JAO5 .1 11
1 ;
�< .. I MR, � __ 4 - , E - __/
I - -
-
11 ,� �, �� 1
29�� - . I - . 1 4311 .,77O - I � ;) , .-
I L I �
. - J- v " i , -_
- P
;��,
� - I ,_1 F I ?Jx - - , . -
r� _ I , __�11 - , ,
, , ��_ - I - ", 1 f*i I .6m, 0. - 75 r LLlf 0 2m,
,1�, , � - - � - �
1 i I
" �_ -
) L lI
I
.
- . 12w* - � , 1, . , I �
4- � �::�_�_ 0
7 TeSI � __ � - 142111r.
_ "
,� r. - "Imi . -
. I _�,, j
r, �159q, " fl,
"A
,I - - I ,
1! _ , , I ,
_ . ,
: - 2 ISO, �L I - . ',� - - it ,,,- r �'. IW* 'I" '_ , 1, - I OR i
I; �L - - - " - .._ PAIN L
11111P, '19210
% i 1 I I`
l", Mmum-YAW-DET9" ��"
� i 11i , 11
, ,
� 17
I 11 � wmuret?m CORNEX 0 BIDS OF INI . Jr-,
�
P , .,I OPPS * , � 11
� �� END IIIP I HIDIPAMED I I, _ - ,, 4 Fair, L$25'
I i ------ , ClPD - - - �1.
'�
IT,L I II�
I : I ; -------- — 1y4,AQTTlN; AffAaJ
i �1 � LOSS S, oANk
. i 2,400' 11
� ====�_�� M, I
g 1� I , C5 3 'KEY HOLEL -WASHER 06 M jjDU AT PAM
1 -'L7 NJ , ,�_ - ?50' -
1! .0,12. t MIN � 1OJ,kI!I4 ALUM ALLOV
. �'�� # - IE:jj I I
�� I ,
T, , . L
.a 3" -_�_
- 7$0� - 1 UAJM.,� IS , J'�
. !L I !IN I � , __ __ ' " "
. - �Aguexi A �
I! , I H
i i OST - - - - 1�5= , Q1 I ,�Av Yl� 0 DO I- I ,ADOG mi�
-, IL-i -
i
. . . -
1 � I- -
. � LLEVE 2 1 /6" � AIAAA� V-Aogr�Ri
� 9) � -
5
,"I
i . ,W
. -_ - - _
I ii 1W MAX, LENG1 i ,
� i
zi�I - I L_�.ODO, - i
I I - 4 2kOID, i, 3 7m,
I
AO. I t
4 i L § 2 � A ,,m -
'. , la, ;;�_, - - I . lzs, .Om
I -_ - 2 ICB_ - - - ('c L� �� i I
- � 1i pl"�L i . i
I ;� , cm-0 I I ___ __ ___._ 7SO- 256 - -
. - - � Cop I
'Q , '.11=—__� I,
- * - UAW I \�=��
(f) M_.!I�ZR
,�, � � -- - - �, PAN D, s, N -
14 =yx_1_"A,&X. . 2 GOA, - ...I I
�
, V.mTX_!1' (00 ANWRE -
I "NAM"N, I FP,I7__TRALaK 0-2) MNILLEANM
.......
I . �� � lI�Yrl�l - joj�r_ " - 609i To Ar�io � ' 163
,�D� ,,,, 0, - rii�6`14" (1-1,64- 44�
j
� ,�, ,, lirr"
,� ___ "I % I CIPILT fOR 6�-z RAPYI, S1101011 PANEL,
",
__ ` - i � - I� YWI `:� � �yc mj�.' -
�
i5o _ snlri tr.)64- TO RLIVIP: AULITT
41� .irl, /
� JP_ , �,p S
112Q.
'311 , � I . PAIN � I .. lk
��'T � SMI
� 11 -
T I
,
."5 L , L __rTi�
�[r ____,�� ,_ - � P z ' Al I
, ; . I - 7 p , MOD, 2 � S ,i No, 44167 1. z_ FLORIDA VVILDING CODE� �(HI High VI -11" HUITI ZOoN
,
. IN %', �__i 11-11im I 5p, - * ! * __ __ � .j
j � , HIN 0 - ",
� P I . � ", C,, i -A , - , Z W � ; * ? Q Z17 AL 24 GAGE CAVIMILAI STEEL STORM PANU Pi III
[A", , - 1-11 I "I", �i -1 � - VY.VVII - W __ A . Aw�l J -L , GLOBAL PROTECTION PRODUCTS 1 M.
Fr r.- � CCE' 1.211 NNO W, 11 1, � --"- SIA7ELOF .� L� -�____ - I
I L ,p I OMY` --�,', . . -- --- - - I 010I/mo
; gyp � � - I -1 1p '. -11 _11 L I E C 0 . . J: �� I'l - r
- 2000' � I 11 , 0" A�, TN1,6 �*
1A. - - MIN ,-.;,��,, Tit ILIAC.
- '�'_V_1_1_�'�"'__ I
- - . ��_ I � I —
�Vl � S., �, tt,yff
,
'204' ,,,at Tuiew & c"MUEF" ~MN,,
-
li - .
I lr�,���,,IAO` Z, - � - - - - . _. , " O�T, #J_ M, Cr,,N,o,.AT, . 20-175
' '
'Ne, --- - � ,-, _ .
- . 9 __
� (1-3) SILI (�) BUILD -OUT 'F7_ TRACK f�1�5' & 50 WAI WINGNUT - _r — - -
. -5. 1 11- - —
I - I !
-
- FF , I I - IV ,
I - IRAIE QAMAC 3 �Iiii P I- vr&�/o,T M
- I :LD.1 � . 1 1 , 4 := - - - -
__ - �
-_ - --- - - ---
I I
CONCRETE mc"S
I
ISET Scw 0.
SLIEEIS 9 THRI 10)
__
�,.;, "
POISOM eFA1`R`i - __
C-D - , ,
�
CONI FIVNArti �
� - -_ ,
'7, - � � , ,r I
r ` � / "I I
, , �;,
� i 1'1�54 I
- "Ir �� I . I
� �.� ,,� �
� I 11. I
� � �, �, ,:�, ,
,
� , .r , " � ,,
- �
,r __ I .6.1
� � �� -
�
, ./4'
.
I-1
- , AMA. __ -
4 � 1�
� .
I � I
(Di-l'"
P[ I
I, �
i �
i,-,!;T0lO.'
c I
l
� (1)
"
I i �
I I �,
Ii , �
, �,i
� DO Do% -4)
I � -
� & AAILA
I ,��Ill` F
I I k I
. I
t J,P2 ",N FINAL
I! WN lw� rlll�', 'I" VS.
I
0 ,�, ,�
�
� PA14EL LENI
; (SH SCHEDULE
I ,�,
� III i IT
A
l DIN SKI, 1)
11AIU1111
4 To � A_ 1
11
=ULC I
[_ j D,
" (%Is
I ON SI,Ery 3) �
It 50%
I Or V
IT I
I �
I MAI
I f, !
IF
11,
Ar
I I
I r, ,
, A �
IO, - -
I
a F :
II L
a It,
- �
"
- I �
- � -
� � � �
I -
, � L
,_ , , '
� FLY
,_ Aj,REC �_,��j , � , ��
CE'
-
� � " ':� " ��j
L-11:, 1 � ,ri , � 'I
� ,C - � � 14 I :
. JDJ'F QV Ii, ' "LJ,AA
� ON
ED , -
, VV. cOmn"liCrAl
;
I
,
C,',,1Jr. M ANCHOPTS
N
1�l, � I ]
- SCiAZZAILE I
, ,-- , , I -
,
c I -
5NEEIS $11 711,11IMITHINT 4,
CMIND -AND _ELQQLVQJWM
SCALE 3/8-t-
ALT"ElAUE CONCRE I,
- Am.w� II
I
tm sc�zwrr ON
EDLIS �_ POURED OONCIALI 8HEI-5 9 TJOI ID)
00 CONCIRSTE BLOCK
REOUREO
1. ,_ LEG
� � ��
-
. -1 � 'r
I ,
i
�4 't 4�0- - -- il, ,-, -
�.&.-Nv V. -ScIi
,,�
I
w " - - -";, , __
-,�Ir',,,
"'� -20.1. A. . � -1 IAN
r
,0NCF?i ANCHOqS _
(VISID SCHEDULE ON
�
- , " I - _;iil; -
), J 'r� ��
I2, �k � �__
6 1I 14z, Pc.
91HIETS a -ITi IOL
i � -, I 11 . � rr ;___.'1'�`1j_.'�D_PRAPo
b I I � I
I
- - '
,--,r ,�
A� i . I
r O
; 5OASS 1 :
� 1
�
*
%4� A Ple o c
-
I DMA , .
I - ;
r;i
AXIS
IF Ani FIO'Di rowc,"ET9
OR C-�-MPXTE kw.
RECI-C
n
CCimi -CHORS
, ,
ii$a SrHCDULE ON
- �
'HBETS 9 TWWGH ID��
"I f2�
I ___
,,PZj_r I
i;111 r If'- , , 11�.
I'll
� : � - .
, r I'MAX.
- ,
rx,
: r ,� �
"�
, I I I �
[
, � , �
� �
1., mw
`_ , , ,
: I
� � I I �
lomil LLNETH
_t� :,�`����;�� � r, I, 1%
L �,LLiSI4: � ,::% I I. :
�� ii'I"ICI: I 1
l'DE ST'"Er"AAE
oll 54
�Iir,��', r�,"),iA��g�
11� _ ,,, , , ,
, � -, �
;, - -�,
�_ �
!X�
�
I
I-
,
-1 )
I
Y
M - ",
�� � , lEPA1�1rit:114
TO IGPASII
1
� I
� ,, q ,
I , �
, OR l 11 p mEil* -.is
& XPIP-011.11IJ:
,
m�
_40 TIPPON lo Criss
� I itsm ACTASUIE ON
I
[ i
I
I
11 =1"i
, OF ICHUX11"
I �Pi
ON SMELT 11
1
I
1 'i
V
ix &RA;,
Drl StAi�N
spAi
SIBET 341 - �
i V
I
%I
I
� ,_
r
I
'� 3
I
�
Air J. .
mrr-.1
� =
� -
.
L- ..
PANE, UJOCTLE
(APT, 3:,EDAAE
De SO 3)
I Ilr`
�
DxNri
I
I
,-, 1
, �
r I
. i
W
I No' F`M` IIII
P rpri� JANA "-s-,
1
t - - ,
I
."
I
i
SLA-
!
,
I
-
I - I
-I,
� , I
' � -
�
.
' I- , 56%
� 'J" OF -L-
,
, , ---
1
. -I--
V ,
0 ;
_-
-
-- - �
-
! I
I
.
- �.;,
, q
� . - ,
� , �
I: ��
I I il � , �,
I
I
I . .
�_� 1
. :
.
;
�
I . r, �:,
r ' - ,
I
- :I I
"
"
r' ", .
�
SPACER
A !
,
9 sm
.
I
2. � �Iz,
I "'r _��
I
E _a . _
,ENS
"
A I
: OF V
-
I
rowrpiut �
ISi o,1<1�
9HEM 0 7
1,11fl1R1=qj)m!rK1R Jo-
4
In
I E.D. - MOE OfSIAMI '] - , , z0R_cQM6iJNAm&_QE_5Ec11i
�SFE SCHED11LE I m POIN A aorom VDPPJT , 41'Pi �ABJ SE
, - , CCOI IN ANY WAY IQ VT ANY
� NKE I's 9 I I � , rX, S
�
R
k INSTAIJ-PrTlON,
L,.�-.-�.����.�,�,���������������������������.�.����..� �l-.,.."�,.�,.�.�l-...,.�..�.�..'�l.-I---.,.��.,�
1P M'S
e'. -
= �
I I., ` I r Ai
,
L_ . - --- I
q�- ;- � ; i
- ___
A_'i ANI 1 " I IF
Ji�so I L__ , � I
I
eme: OCTIAONLE �IN .
-
SWEESS R '-pi �&) .� i � ,:� I � I � I ) 2 1/9' LONO SAY ALLArMUM
If SPACERS J5 A -Y, OC VALID 'OR
_ .. At L DtORPT LOAD: ,,rr P"Noi
'YESToN PI CON�ArrE LE)IM71k" PER SI4`fI I
Do _aNCRETP! CLOCK j q,' MAI LOAD &.1olor.rio �Sip,&I 9
TAIVART-11 � - �
4 �2 V21 ci im- "NI O� ON
"
pl�_`S V & t ,I
WALL TING ZDIRECT _T SpArrpo: J64I no
�imfpx. 6
SrALE 1/111-1,
H"r;C."
MMMUM-A P SSURE RATINQ ( 1) AND ORRESPOMM -b-- 2/4 _t� 11 /4. 3/4, 4/5� 5/5 & 6/5
MAXIMUM SINGLE PANELO�, ILE QmLX EgBAREGUL&K-um � IMPI � � ,W/6� 2VII SW)r7 & 4W/7
PANELS IN - 101PI_j9:[0_P0UREQ__c0_cmE_.. ETE BLOCK & WOOD (t) - 5,- PAY" T -�Rr_05 ISPLIE SC14CEIJJ ON I
I -_ S: ei 9, To ALM y 3' Mxx
I , MIR. T i --I- MPN -
____ " rr - 1— _____— 1
mRrm� I'm ELSaAmitunmi 51NGJLE,FJANEL5,_�,-��- AT A -CH [ � _� _____W____1_ 0 � .,
- � ZIA D�M_ - , , 1 7___ _____.___11 --
AT., TP?_GR__V_TM Et;D JAL1U-TMCX$, 4,r -�U.. �� � C3 I. 11,'�) I � J J . - - - - - - - - - T_ _T_
— (i, - I r r i I
-
Yq7K.[RAQX1_Z__Q_RLR IF DIR0.1, AOMEa - AT, .1A1Cm_LV* ) ,_1 I , [ " � � �--_ __- --I' - -r - r- -, '� 7-- .
� ---'I-- 1� -� --T-1 " � - 1-7--r7-- �' '� '[-
� F , I
I r
, 1 1 T r ;
MAXIMUM PA EL LENCTH (�'), .1 1,
MAXINIUM PANEL LENGTz---j - I 0 - (1j, I I ! . !
. I � r ! .
1� I +. OR 'L- " (ft.1 III = '%+` 1i I'll.-' (Iit� ,A 1 � : i L
. � I I 7
- = I , L .
_A_____,__, " ,---- -., -, — : I I 7 i � . I .
r i I I �' R
WAMMUIJ 41.n - I . � I I I � i , �
MAXPNII�i l �j kti 0 CONCRIL'T * WOOD I TJ i"'GINI, a A,*� 1 I I � : i I i . i 7, � � I � . 4 ,4
. I
DO 1c,A1 i K JOLP � I � � � . . z I I � . � � �, . - r I 61 ,
- -
PIN, , APAT%1 1 PP VAV1&IIICPAw I I - - , ,
AYr,
DAALTN,'� RAIN _ ��D t , El ILI RATING
ly _-_ r - (L.F� ll ,N -� . �� 'r __ __ __ - I I -1 - . . 1 i I , , �,._ - 1 r r 7 � I ! I 'p�
l �� r,,, � , L. I I t - [ I
"' L- _- 1 1 -_ r � - I _ ---
...- �+_� -1 i I I 1 �, - � I
1,,,_,.� i '2_1
-7-00- � � _"DlP`7__, _177" ,-,;--,-F-- � � : � I 9
I- - ! I 1. -: I �1 I ------ -� r I �__ � I 1, I , I 'A
- - - ;,, -, Pr,-?, m . - 1 : W , -
250 I i _�71 40 _____ _22 PC - __ ! I . -
- _' ---
- - �� - , - -
- � x? � , T�- 2 - 1A , .;cP 0 F ,'-*' to r- 7- __j I ; � � , . � --- - - 001eei PANDS I W1 1 '46 - � � 0 . '_ - I 11
__ ------I I -1 - 1�5",_ ____ ___ .N80, DAA A---- I I - -_ - F
31i 0 - - --le-A, I ,c��- . !",-*, ;1_9� I I . �" I I - - us FICILT Pi 60 1�71�,"ILALP �
__ . .. - - - - _ - _ � . - - I : TALL SECITCUS � q I I _AAA
-
40.0 � .09 1 9,-5, ,�, WFALIOSSOL' . I � - s As ApPmcQLE)
- _ - __ __ - ____ __ ___ . SeCTO, I .
. I F � �
� I I
__ 10 0 - 9 6- - - -&"-A- - .5,0 - , 9'-I' -8.-7' 1 � � � . I I d
500 4, �� A_ - s2w- 5-,- ,-- �- ! � I I . I I .
- - - _.... - - . . - - -1 - I I - - - I I I , A
- !� Q - - ____ - - I 9 % I � r I I
As 0 3* - '. '_ I I _j. 2�_ - ' ' . � I . r I I A,
. - . � I !
__ . ----.- - ___ - - ____ __ ; I r i
- __
4w, 0 5,-j, .v A= ` 60,12 X-0- �_ i i : � . � I I I I
. � � � r I I I
____
r_5 _� A"-C, , �_ -1 - 6-10 � ,,-a- -I - ��__ : I ; I . I � I � : : r . I I 1 1 �
- __ I : 1 1 . I I
�1_61 i 70 r I I' I I � 1 E I I I
7.0.-O- . . - ,�, - __ -11, D. M.. C3)� C4:). r I I . I ! - - r � � ' Ll �� � � ; --�
- , � - __ k __ __ . - __ - � . I- _. . - - .- -
- A' -A?' I - 1
711, ` pl_5� 750 P'�2 1 , _ r -V� ' .� . � I, -
-_ - - - - I ., , - � - ' -: � PTY4 11""i NNI 1_1���,_ . � ,
. I 1. o -o - - L ,._,� I ` I _.Pi�_. I z . �"--.��.�i,,S,P,� I -
"IBOO - I . e��-_.J I - at, 1 �,-5- (9 C" (j:4) 1 7;37FILI�-'�"` j . J, mxx
9 � 11.0 ,I L-4.r ___ . I - - I --I--- - I- U1. i T /A "' `4 4/5 5- i I �� AN
Ir � I Bo 7-0, 1-93, � /5 & 15,111:
- � -
-D . - ___ "O - I_VA�, -;FF � " � -
- - -
- - � � 0, S'-�, . - - ,�-z E � I r � _�_, _- - ___, v- - - F )%A A 14 1*,;N, �'2ol SW/7 & 41I
___ L' - I - - - --------
� III 0 . - - 1 9.- - F-_c I o§ 0 5 - 5 -_ �C_ ,- �-`I)rl� J$IEI� %HdPALE ON LHEPPS Ji "A ILI - �
. I � - -- __ , I . .... , . , - . 4 _ -
I 19 V 5'_�' A� -1- 1 j ??:I::, . E�D, s , _, ---
__ _ - . . - -_ - REGULARK-M&M AqEL ELEVATION
,-_1 A-- i I .", - - __P_ I , 1___ -
� - I � 05 , I r I I . � 00:0 � - I I L A - 4� - '. N'r S I r �� �, Sk,
I TOO ___ _-5-77-1, _1 __ _IWO - I ,r_,, - 2 PRJJ� �. I-
-- - I L' ASK SOCALAP -1 *!As )""Iyj
.. I f�G . - __ - 51 S. I 1 I ib"10- I I 'o.__ . I I "
, ___
__ - - - __ - _r L!A__ � I __ . - - - � . __� AR . - - e, -�-__._ �� - - -_ -11 "'
1196 1 - S�_,. I ` 119 f ,r_, I 1 OI�- 1 _ . k� -
- I 11 � - - I 7=t'
I/,', - - -N� -- - I-- I -
Ai --A � ,��- � - K��/ - \-- - - N�,_/_ _/
I - I JN TO CIA_�S Sc"'EmIj . .A. GAP i � - F Nzl
. .- __ � -,
- -
-
___ �_ -1 : 1 SECTION k-A 11
__ �_I IJFPEE�z �71- - � I Ni �'[Lcl � i7r� ,� � I 1 1�
iPXL A'At- --- ------- .__ - - - NTS - -
I �Lll LL _. 1111�_S`RA.14511 KESTV-1 �
i I � - - - _ i z I � i XOIES� -DA IT V< S SI i
r __ -
� fi 1,1 IQ(I) L! --- At!AqU1 PANCII LIDAMA - , A A06l'T IS D. OIL I-' L
- - VAX KLLOr-'�I P&MET. LEN"JA LATA - ADT,A LT TW A S.Dr OLSP, � ei
El DE
Si
I 1- - __ .LJON,C .
3� ED ED 1 , � 1, � I ,,'I, � I I".- � �2) rpomuwf T _111* -,-A- "ITAL
- __ , _ _ _ _ ___ _j r, " . ", __._;=;�- - I CINT. A �S6 n. CM111 1C.7, DESOLI MAPOWAI PAPFEA 'RetrY 1�,, f_ S� !
NQ 70 PAL 1 51 I '. I ,/:J, 2 CIVIL4 A 1LSA-.,E A&IP rX&PCN LCAD� XLESOIT VANAAW I OERSTP�, ',-' , AI F
__ --� ' - -- � L I � � -, 1_11 S - ,I,Le, o-Immi ,�,A,Mau PANPO_ II.EmcnR ,IS ECI,A, TO, ,,,r hft �Z _�
� I , mum TITFRNRYL� I
, _. � ,� - - `�
r �
,�;� ir , mr 1J,J4 I � - , � i cw, �- 'I I, NAD -- .
[.- , -----�,,��Ill'.11.11,1-."�ll,�111.11,11,111,111,111,'ll""I.Ill11.111".�1.1ll.,�.��--�-- I (1) m JC'clva JrCuIO, AXE - RADAI _Lwri I IoROSTY ci�v"TA, �, r
.
_ - ____
I I � I' IF ; - -_ 1
n"111 ED T INI ,;,;_Wl3�_�101J% An %Ai I, - A', 1,Yt MA. A.', D e1I I R
Miltity.WM.E,,A�!�E�,L�,.Lmqltq--J,�,u,l..EQ -16,�,(,!�IV.E�l.:Il���ll!Q�J:NTI!N.9 ... JQNilsufflr, I :� 2fl ___ .. . � ,T'�'__
Ijr,�� ,� .... . _..''� ....... ....... . ......... . ........ -1 ... .. .... ��-�-�,�-,�,.��'r"''I'll��'ll""I'll�ll,�,�'ll,�,�,,���.�l-l�-I'll11.1.11�,,,-�""I'li�l,�,-�-�', 11,111 p,Iibunig,E-��: �=S �'r _"._r -__.-
�-Ilr 1�1 IL---
, , P�"
___ . _'L r Ir, �! A .
11
. -.1. T � i r !"::1:1, , �ri, , :!��)�Trr � "I, I �i� ltljflej/�AA I %,1--, r� 'SA AIN: rIT, ii, 111[�� I "If4i, L"i FOA �
, -
i a] , "
�__ Top, i DIN �F_ _ - "', I ,iijillo,l: N�,��,'4NELP, $-A�- 1 , , �� I ,U� .
1 I _ A? - �'I i I .. . 1��, III, � . � E
1 WN--u7 : � 17 -, ��, c A ,I�jrilrl " �_ I"'Y' I r 11 I I I 't MIN -
111, 11 1 ,1: 111����,Ii��� � ,A- I I ,��,� r : ', r
60rom ". i I I .., ;�:,'V I I L�. QI1508i � 'AA"" , L I,, I I I Zw� PS___ - - __ - __ - - - __ - __1 11" I '", 11" 11 F LOR I DA 0 LIU) I ". DOW. illimo Hep h Atc �_, lio, 1.0he ZONA
___ _____'_'_ zzA_4_�..._____ � - ��.�-�k��,,�.�,..,����;�.��,—�.-,,,���-,,�,,.� ... — .
__ ' _11� 1. /" I � � AlOoDwImP, 4�'7` 7
I' `A?�n� a ' - - . LP 9�4:� � �, 7 , -AJ`
-7 1 1 " � ' "' ---I- * : - E 2AL C Or GAILVAN17ED 57EL STORM Pli
- - ---- 1 --- - - t I I - � NFI .
- ',TOP API '. I � A � " �� 7 - . ___ __ , , _ ------ -
� -7 ,b - I Y2. I-F - I J wn,r,og,
1�4 1�� __ ,2 - - - � 1. :4, . - I - 'r m- . --- - - , - -- - ,( "If, -
- � � � - --- IL EIE .,
- - -I ___ � 55, , � 1 'Z, I IAr,E DF ,,�- L��,�_-!_- Sz - - � JGLOBAL FRUIT TS, LLIGI o-t"
lz- D- , Ir- V1, � - - �
: _ i . I � - , - ____ __ ,,, \ IECTION MIDUC
] Z.1-, , � _`o`L�� I � =e / A�_ A - %� ASSI
.;, jrl ... I 0 � -
, DA= 112' ir I m - c. i - , Op�o� ,';_C�S& Q%� __. - 111 ,A'I ,L ��,
___ 5Ji- , " L. ' - ,I,,.!�r�,_ _.C.) � ; -
� __ , ��/ __ 1 - I
"�' ��_E_A _-JI,, (ASIA , 20- I 75
- ,VC CILIA ___ -T - � - - � ;�A�_P_�, AAA_ _1
_J4 , -T-, __ - _� -1 ", 11-11 - -�W, , �' -I"I"i _",
�14- ITT 11OV, = _� _m' 60' i -
Ew, - ., - 4 O L= 1', �Iii;� - — -F,
, - - �_OW�H, - - �__�_772E o,,,A, � ff "
�.. �
- __ . Niq"n0iiO1!!�11"0L.,T`e - - 11� � _�� I 71
Wei .BAO(P
�QIJIFI
i 2- 1
� RN, ��
. I
I I
h" ! _.� - , - -
,
JA
,
"I
tt[LQ__Y 0,0_51—B M-URES
WOOD PJArNORS
. IEEE 3 'PlEcou ON
SI+OL I I ��
-
- �
C 2/l .Oue _A=zS
�_ ,A
1- An'_II -
!"'. Se, -- , �,
�
i-,-. MAX
I
- � WOOD EAN
� PJJALADL�
i =11 �
� i
I I'
- -
]I
:
1
-
,�_3� IYIAI
- As--si-
- *ALS. A VA, � _-
-------- _T
1, �, � I -
I i
I I I
__ - _
. -1
- - .
I �
_I_=_rV3_01_
__
1
::: - -
It
� � . . ,
- -
� (); .
4 -
�,Q: j
�
-
, ,
: 10 i 1,
I
__D: �i_
I
I L
. I
I !
� � r
i
--- 77-1 I
_� I
"I,
-
,III
i q
.
! I
I , N,_
� I
? 4 :
�_ I� , �!
I
- I -_
;
� :
I
I_ __
SUPPILATTriA
TO CLA5A
- I
- I �
I
i
1, Pir, JI 11
PPAII�I 1111PIVNe I
t 1�
� 1
I
(5u. SCHEL'A'Ir
L I
I
c
Isi " Idlut.NlE I
1
I
1
DTA 5-EV 2ij
T
� I
I
11
ON Si 31 1
1
I
-
p
, I
-
1 -APo-Y.%.
I
S.'J"ti
I
I
i � ,
�
,
I
Lli
,
_� I
�
J, , I
i
I Nor 'm ;JII
% IAAA;. DO �.
M
I I SEYM'�Yt�
,A)SI - I 'To uILAS-11,
.
� � .r
I , �
- -_ -
I I I
1 SE, C r, IT . � " I
I' 4 ; - I,� I
I I . . , _1,.,
r- TQ DJ1C,1 -
; JsEI: s6-z_-�7 i � ! 'f.�:,Il- - i
- .
_ i y -o
rl,, s-Er - -i I � I :�Q_l ;
4 I I I S, o"IR .
__ - - � � , Y_ " �,
; __ I f � i i u- P,I1, rNP1 i
A N I
'I - PJ �
SX-5URS I V-1 ; I PANEL LOI 1
1
- �
� A�
r-Ass _ 1 � � � , I �su OceL � 2
1 __ - - � G, Smei � 1 OAi
� _____ �, i so% Ji'"4AR 4*
�
_ I s,,JcSAA a . !�,
- � If, OF V :
�j 17 :
-1. -
� ,A ___ - i
. i i
C�v , � I 7 - - . I I - I
: . , 11 - 1-1 - - - - - - 4 ; I,, c
�=_ I, 7
ED 1 _77 -;ag I I! 1
1 1 1 i I
I 1`___ �� i I L_ I ii 11 - I !
� 1 1
I . 'A "' NAJI , JINIO I,.I,1WPN'N "i XV PC $/Z'i
i I , ��� (sEE NaLl! #1 cim SHE? T I I ,I i
.
; � I .Sri, NQr` - PRIL90I FOP P.AIIIIII'lilr4l � AR i
- � MAX � � 4
- I p 1 1,'2' LW�C� SIMYTIS .
SALi '4111, bi I I I
,
,
.- I ;
_LL 5Ae,EVU,F �
ON 5OfPS I' . PrANEL WIE 1EPACE OD OJIP RAND. PAID �
� P 1 I - .
r -
, . I P%.L,5 IBEI ICNICALz lN, Arrin I P�l E
: � - = . .
i - i ;
4 1 I - i �
2',-' AOCT E
E
.
ILASS -4
ti I
�
CLASS �Crt � I --- .
�ntkw�E, -1 I � . . 1 1
It
PLATT KII �Eo F
I , i
, I I
ON S,E,17 3) �
I - -
DIRECT MOUNT WL 5PACER 2
1 I
t . - .- I
* !
I -
I I
- ,-
ALTERNATIVE IW`
-
I I A I I �_
.
9 i .- � 1 �
- I %_ _'.
I - i
- 11
" �
I
II ; , � -5 � - -
- i 1A
. I -
I ---- -- � , . -
I � 0 ,A -_ - LIC
SOAZ - ',-I -
�,
SEE 7AIJi - ON S�� - �,11� �ANZL LIPIY-KS ,�
- '
! - T
Or V ��
- - -
I - - I 9
N-�E �t D U-SiDS L- 11SL MrSIALLA"IN
- . = -
F � �
. . - 1 $,,
I � i �
-
=:-
1 I 1. .1 � 1. - LO : `
�_ -_ C,�-,�,.r _* - i I,
1 1 � I i"', ,
1
r .
. ` C 11 1,2
__ 311., t i II
�_, 7
.. -
0 L __
-
� ,
. , � , L ---i- E
-.----. - _�
9
11 �� . - � - -
I ,
P
-
- - I -_
F � i I I ..
� � �� I I
I z;;;L
i�
i
11YUCID 4NC�Oii
r * * Wa
7 ,
- ; � i r -_ :I
ED
, : _� - �
6 jr , 11D:=7=7n
I .
; AOOL �L
5 � 'A_� N , _ _-
I . �Ocr r,�LE LT4 ,
I � - Sc
INIACUT IN ".I', F* I I/2' VCHO A :
. .... .. _ _�
�
. I I � - I
� D4
I
� . .. r � L - __ ___
r INL4F r , 7)
:
I TP INVIVONION k� UMTE P A � I YORK sta-DAAS Or,, ,1-D,
�
2-0, 4`00,11, I I �,�Ic,� :TrOk�
FI,,AyC TN:DrLINjj�jJ, I J,
I I - '111 i , I
* NELIL
" ON, SUNLRA74IN Jr, Nook, PYINCILTEA
:
! I
, Z PO, WOOO
J, ::
, ml ROOF tmilrilrrgooz m A mcmacTmo, JOAN ,,,,
: 0A ,M, NI WAS) K" WDO_ 1O '�i `:jL
� 5:,K,,m r W/ Tulk :
,
1
�
, ,11 �
NMI Som a � AS PPOCAr C 1/. AS
: � O
I I :
L LATE STEIDe"NO7
Dl MAJAPAO SOING IKRLJ CORPOSENt ITA DAI i FEM&.r I AN I
� a 1 SEE SCIVIULE ON :1
. r,
i �,,[[l I 7) :
I AS tkiL F"IDAPPAG SONDI ART
ID1011 Im �
. I . :�!,
RAI mi -Lja3 joya or SrADSA - AT " It"P, Or.
"KAN -2 � �;=
Dow, P � "ESTIPICUPPIN . ILE W'A AwAfin, OR
I I I :
.
"m ".
- c
. :
I . I
m
i
lIj Ri A,in III III- ��
IMING 9 .Vx - -1,
I
Lj� - v JASI: NNIPI uYeree . LOADS �- A� - - PNI
-_
I I
,'PtIM 15 A AM"Pi eSQV LASSO ASNI OSDOA O ITS
-I
I') MAAi STOMA - ODATI, A:
NAiLLL_MQUffjKQ_/
%,Iti),.RI� !OIJUI 11)
-
W&U_Np_WI1&R;
'.
E3) VIORA, RPF� NFSrAA.AYYA S ASTI
_QffZU_M_Qj1_jNT
&MNAtIff-0
!�) , ,A- _�K SPARIK D;� iPiA SNe_- AN ag SmDm Se
�
ALIMA ILI V-"
IN* xs DIMINO 'i Ni -
,,A�L .1,16."
1,.r. � :NVAI"y`eN V I in, �_, tiII'ACER VIL �
,'" ,I),, NAC, � 1, I 00 11 �IM� AAAOA
-M
�.u,z !.-N-i'
E,) itmAUKII YALID ORL �, -
r-Im �.Wv ANZ, �, 2q� R11 ILVOI 0` AD -
JI =17
Z.," I. 2 & I RRrI ,s,ri J,
URJNI_041�
. .....
I
I
- ___
0,117111114
�
,"�' � 9 - ,
- - I __ ___ -
I
.........
,_�Ptj;
" ...... . 'N
" 0 -
Pz�:��.....00F O,
. N,
� QTm-
— -
. I -
, _ms
7 �� - �.�MJ
-
FCORII)o PILAiLDINIG CODE (PI High Velocity HAL lccHe ZoPe
N_G!L_Fm� _S�OMBtN6jNci!1._Cf! 5�Q.DQNS: I i - -NLA'AALAYON APP CIN0 VAILC F11-P MAX A5,D, Z, �*
� J I -
� SrOYP PIJESP�Uqr R,AlLio�� 4).iF L JAPeC Po"LL r�EPASTq� t * :
I I 1 0, i = �
,OF & ED17UP MTOUNTT,Ufl� 7AN 5F I I AS YFR SCHLOULM OP4 `�RMT .3 IZIP-EFT AQR r'
CbMSINIL0 IN ANY Wri TO SUIT jr I I Ari 2)1'� ,,r,,, "
�
I .NSALL47PON i 1 2 K11 IIE I OCITLI TRI1,11PAE UNTrA3`nUn_!3N `PA�`, ,A I
______ - I I � -
I N' 'I A,PT P�Kqlr Lie 2 JL, !;� - ' ' I
tIiLIj!Nl:j TUL NL 3QQ'11111� F�_ V`
; 'XIINJITI, W 1lI5!:I INII 111INJOIL,
e_ I � I -1.1-1 � � 11-111. ..__1.___ -
_ _. ..._ � ... � -_.L --.
-
a
No. 44167 _', e
* : * z
1 � E ____ I
STA,Tf 0F,A,-4FOI �
I 1APPA ' , 'IF O� r AN
,__
. Z;"i;;;�w ,I
I - ;� ,�I
� �
51 L17 C 10
- I!
III- !
7.4 GAGE DALAI STEEL 4.�TDRM PANEL .
- th 1
-------
I _11t
�_G-__LDBAL PROTECTION PRODUCTS, I I C�
_ � ---I
" -
__ Z_ ___
I
!4 �' ,
"
.,. -
, , .�� � 0molIN" ��r I - -
I- I � I �. 7 SZP7AA
, I' " 1� 4' ,r
,I I IN c ,
I—
� rVAII TINIPScr A IN01111PON, NO mLANYAEr
___ - A, . III Iroo. moi,
1- 1A.1-11-111r: _`J'1111�
M001-Y'%Ar .T;if]
I 11, � .1
"'A I, 'T`rV,Qr4I I
`� _OzU-J151 1 20--l75 1
N -4PP"
, -
, , `PQ:AALi.;;q,rx.` ., -
o"614INPIDAIMPA,
I 11711 III, trill!NZ,
I �
- __ - L 1
�
L"�FFEF��': ]H:, 2!.1!N-- ,
,
Am,irlww_�
� -Ill", III
I lIrl, -I j r_-:AAAASD:_ :��____=�rA,_[' _ , �
�
I __
---.-- .111._�J�LL
0
-L-,-- Q' ,!,�� I � ... . I .WIHII '
.�11
.� - � - - _rt_,"r-",__Di ��y_'%_. Zr � _ 1,1111I r or Rj
,
_�__i � , . .
-Il-L _____j._.., ._.�.�� .'..__1 �. .,
- .
INSTALLATION QLTAIL$ FOR RE9QLAR ?A
!
f
IN . ,NCRETE OR CONCRETE BLOCK SIRQ"T M
R0 PO -0
UREV __C
I
i
Wncr"IcID"CUPPENSP CONLI,fTE QW-IN, MAPED COKCREYE
0 ONC RETY B.C(A I , OR CIDINVIETTE 9i
i
I
�
.I'LjR Nl, � wwutm,
�
4
�
CONCRETE, ARUM"On 11 I I'lNICAPilt PAPICAPORS, 1�2 l �,
i
"O1 m-AOI cRA ,!� � I , V�
I Oili: SiDl ON j� I , 'k :: � rXID,LPA, pe.qoOr
salrlrs J; termiret ioi � %. _,," �, (�, 'I, 14, � , 1
ji�Dkjrlr JP ININPOPPIP -` CONCREDE CA
i �,;)
�
I I
1".
2 " I ,1 L . . . . . I C�91,,FbYlc SILOPIP
1 N
� 14)
111� . �,,N-APIPPP-
I I II]P-11141 .
/I. 1: 1114' -1; - 0 L/2' , - I,,r,l PPEOVIRIC5, �154101: I ol
" J 11 1,0 I 11W 04
1
, ,
� I � r - .iLL ,:� I � �T�_�h DFAN,
::: - .... I .. � 4. PAP* : � . JLoY`*oi NNCI�IJJRB __ -,I �
: I I I- � I ,
r- 411- A-�� "�)
: : Mt 1
: �� - I 1 . �
� J loom 9
A�li I Elt, � � 11 ""%,,= ,A,�-n�
� ,
�
- ,
r I
: I �� I I
11
I
I
I
t
I
,,rD,11� I , , , I I I I , - ,� I i
, I - ,
,; ,� "I /�/ , ,
, � 2
.
I
, � r
,'� , I . I . � - I
� I � , I ,,,, t a r- I
, I I . , . LLLSiL�L � . �,�'L] � � i,�,,
� Is�,
! �t �!
;
�
I
� I i I I - - .
i - I A . - I � I i/... a - 'A __ __! - - : __ � IF I I
1 4�, 1 ____ :. � �
vi, . 4 -i ,
§SLX- 5 - - - - � IT -,,�,,,�
- 11 I
I
I .
It SEPARATION III I - �,,r I,-_- _ EA,,;11_�_�
[
I L __ STLO CUL,rci ; JOE ri PIRKO, [.-. - -
1.,� . ,
,_ _A`_1M_ , 1, To - " : I .-LP, . I i
I . LOCiI
m , . I -,10P T�, ,
-0 - , SEE SCLIEDOLIE
i
I
I
I
. �;K� I I
� � 1_
ESEL SCIP0, -I . I 4 L 1�
��. N ; i I i4��L - S I
O' O� SHm 3) POOR LENZ-,` ,a, GIN Sem 3) �,
f
1 11
, I I (S_ � 3ES_S�ALE � , I I I V M_ FA, - V RID
E , � it - - OALI S_ ARAVOK
To �
z �
I
�
; v� S-Er- �) 11 . i � PARFL ; Fmi
. COACTIFTE 41.1-�� - - I � i 0 - � PAWL Ifti -A GLASS,
- � - (SEE SLFe0aE - I (SEE ��EDULZ
(SEE SOHEOULD
I
� - I y Irl i i - ON SPNET 3) ON SAPIEV III
(SET XtJ,DUU, ON . I - ` Ir I k CAP 9PED7 �� 11 ... - �"_ -_ I - I - I : I
I i I I ,
S�Ecm 0 PAROA. T - -
�
,,, 11 ,'I � I
, I �
,�', 50% �
�
I
- ( Clar" I ,,-
N�.J�
I - , Lr - CASS I I CLASS I
, , - 01 _� - t I ) Il POSTIM 11 � �
- t
7�1 � NNO7,
I ,
� � q rr 50% I , -
� I61..T_ I
I y�'_Irei' � 0 BY _L, 'r ��,_ � �, I 1 :,
- ,
— ] 1,41 , . il HAA &3JNY 7�7� � l F ANN "r " I I I.,'
r i I . I
.* i _/.,... I — i f ,,:,�,'�,
P411, L � ��r 11
� I, ,-�, �i� I
I
I * � i ; � ���
E O P �,� , � ;:� � ��
, __ - I , % I I I D � � - I I �_ E'D �
14- � 1 W, �i__,I_ ... j I I I I :, , It al I '�� "), I
- . J I � � BcISTNP] ""'ED � - - I " - � lu,
r I L =-,I "" � 0 ,If�n' CC
- __
��� . � I
'?
�OJNCRM OR i ,, - �i �� 4z;;J"cAE,E)
1 I p
I 41' AD AISLAD __AA CONCRETE BLOCK r - - I COKKIT ANCRONS . , , 1,
6 - ,
JOIJOL. JO, O_ CA V
I REI�IJIPREO� � (SBI ,cmEOW ON - ',', ?
� i f6 -4
T 4,�� ____,.._�
- - _.. __ � Ve-�': S S " W 'N I 1, SHF_M 9 � ",
. _
- IMSPAPPOH IM : �
�
� I - I M - � -, �, .
I I LZJ!NATlF - W/ -'�p ON LT *i So, 0 , , -
, -:",.
of z _-O LAI � �i SET A, rX.-IN ANI
: I 1-4- DO & W1 4-U WHEN CoStTi POULmn CORcnErT.
- - ARE ��S
PAWILMATES 41CHOA1 OR CONCRETE O-WK
A&TE-ILN" 1�011-PCRFTT rArSi JI C,CIr.R1�71- CW_RF7F ARE 115EQ, RECOPIED.
�
AIT'ILI '14 CC .mC.VIS
, -_iiU7;-_ ELI REOVIRED STAr
I - - =i W/ STUD
STI 9 ThROSAM - SHEETS . M�FAVOD I , ICI
OUILD-90 MOVINTING odm K WALL -N .... T
Kr
lir'TJ'Qd-1
SCALE N/Ji �' ,WA,F 3/ii I - SCALE 5/8.1,
�
� "'I.VAL, �! no'
� e,
! oo"�Eipk A- J4!,, "',
"N
A . ........ � ` 4V
- - V.
I 'y . 'g,
: J-1-
, -Ni �S. FLORIDA 81,1111-DONG COVE Nor, Hiph Velocliy Hiro,ozPna ZANE)
. .�_
�F ;' . � JAKMJ` Xy= � F.F
z I ' , 44167 '. I 1 ZA GAGE OALVAPI STEEL STORM PANEL '
z . i
, - =_
rjQjT_ fQR �QN2 z * � � 'k - r- i ----.-I -n __
JCQK� L4AIKE, ---k - * __ � - : � OAS
E.D_ - MOE DISTANCE -su- � , - < PIPPL, -
- __J�_ - .
Z-10 0. - � \
- '=.' - ___ . .1
STATE � - ` IMECOm. ' GLOBAL PROTECTION PRODUM, LLC I ",
� -
fl�, SCHEDVLE ON TOP & BOTTCIM MOirl i BE _jj�V _ '11c_____!.! - - --- ------ L , JY;Er
,cur A, 11,40"(91,910P �AMA .RX $.W- 6
S11TETS 9 & 10) % .- '41,11310,.- OAAO J_ =11,
COMBINED iN AiNrY WAY TO SUIT AW
., Z, .zs,;, -A, - . .,--- -IA
"_.." 'c , , .�4;, 75
� ": , - oRL) III-- LA got _ �-- (mH,?Jm,S,AMt� - �_)m 20 .
;NSTALLAT-CIN. A I
iI�I I JXOAIINP� -
I OA-AXI - in.. 1 -
-
I - --.-.. - ___ "'I , 'If." W-11i jr--' 2.a '44�lrji n1i I r" I � SARV A OT . Al
- -_ - ---
I
1: STALLATION DETA)LS EQR_ R__EGVLAR PANEL Cj
t.,' QjTQ
. , � IV —00-0-
177- , I —
I
I
A'to' (M�,) VOS744D WOOD I JITERNI US,
- _ - I , .. LOCA70N
BEAM REQURED. STRUCTURAJ. I . F
. �
AOEOUACY OF EXISIANG W000 - - I I I
BE" IO BE CERTINED Wf �S�- __ �� I I
REWS-EREDPEROINEER OR - . - I , t . 4 (D
i � I
IFICHIMECT IINOR TO SHUITITER As ,I .
INSTALLATION - 1 WOCD MCII ALSTRi WOOD DALAPOeS __ . = f I - � " M;N� �
.
Ii - -4 - I/,'.,- MCIF ." .."
- 1 OINJ OV-1DALE ON (SEE suimqAz �_ I I I E-1- IIM- , � �7, RoMIND, `TR SRI *4
� , I `!4 _��-, � - , t- -, , r , - - ��I* S9 .S 'r,"IR",
4 T� I P) SHEET III, - I
i - ____`i I I:. - i. - -
t - Ir - - ,� . . I _ - p �; "'Z* OCL
� I. - I H ,4 I I , ,[ I 17.1. I - -_
I --Tr - - "N wow HEADER -- '- �-- - 'i =�= :: � -_ � 11
E I I . J -1 A - 9 I REOLVDID r . I i t , 1,
I 111511111il� * , - �, A L � � r ' r I- 1Z ,- 4 'Q I "o,
I � , CC
I L VT INDOO, ANDII . ` I t:1 I,. -
I I
i I V
T I h -
�
-
IS �5i tg�; ;ro " . 4,1-,
-.4 � �
-
I SCHLout " ,I E '17"
;__ LL
- - VD, �') [ - i � �
I e � I � _� A-_ - SAPI
,
C L � TL' kW
, . j _nAAAL ANY, r-4�
�,
,
: W i - L, - PANEL LENGTH
I i T � (SEE SF,Nmi
=
�
I I -
-
- I __ , - - ON 94LU 3)
A . -
I , 7
I � A � �
I , k- m I
I ; I t - 50%
i I - c, V
1 ��,,, � 1, it 'I g." RAX
I A I -
,3 1
i 1 _- �, t /,- 0 C
- -
; V7 ; 1
NO Flt��DSM I
A-LZO - I I! I * J 1 $ 1
� � .i __ : � -
L- - - . ________ -
�
. r 2`rler NI
I � - I , bilco ALOUNJILD,
L fu
APAIM ANCTICINS 11 I
I D, c
ILEE SICT071,1LE lllri . � Ir
,4
9�11[7 1 1 �� L I - L- . 1
,- - 11, MIA, -
U1Um.G_.1#m_.f1.I
AM�M
Ec�
I:
. ,/�
, Q_
-
NMI
N:��:F_ FOR COMBINATION Of' 5F �;T 01i :
I . R-ASIALLALTWIN ATO: QNILI VAL10 FICA4 JI A.5-C)
e`;P A, 801,7310, MOUNTING5 CA-14 OT DESPG?4 PlAz1!iAJJZF FATIL, 1- tf) Al,;ZI -ANEL LENGTqS
_ -
CCIABLINEL) IN AAJY` WAY TO SUIT ANY AS PER SCHEOU - ON Si 3
LR
iNSTAL�ATKON 2. FOR NEW WOOD FRKME CQPNSTR�V,Oq� 1000OCI
.._1.___..._._. MIMBER5 10 BE SCIi NINE ho Z '#/ SPECIFIC
56I OF tLis op EYNIAL-
A
L�_- SC=C,�J-_ CA; - ' I 2 , I
I
-I �
I
IRECT I ,I � ,� � ._ _4 ___ � � ii
L I �"`,
I , I f��
I _" -
�_ I �_ :
4
�
�
� i""', �';�
-
I
�
!
I ,
I MI" SCIMPATION TIC) CASS
�
IS
I' li� SCHEDU41 ON SO)IT 3)
I
�
i
,�-Za�o
Ir
,.'Iii, 1111�ylqllol
,
i
I
I
P P,
I
I
1
� ,
&�': ,,N,
.3 oJi oIsPz r-rrP
lstl %04ttoil
&; DINEET 3)
=1
I
i i
I
-t- - ---I
I a
�_ ,
i -
I i
� _ . . - __ - v--i
I
I
- , - - -
.
,
I
5"
A -_ Or _L'
A- -�u
.
'�
I
�t
r--.1 r_-1
- !
W,
A V - 1.
�:
�, �,
; -�_
I
AD i I
� -, - lei,�=4= -
. 1
AD � -
I &_� I I .
__ _ . � � �� L
.
4
i I I
r I
L
7 'A' VALLAD ALATE , ___ � , I �
ANX,IRED � 1 1
, :i i
I
I
L i
+
t
r
I � �� .. i �
Bli MQUNIINQ
ALTERNAJIVE 4W
_11-41AIN, sc�r Z/S.I.
-
A�I A. ")Q,
. ,
.��&iv /-� oi
. 'R i%z
I,
III, . �!fp
� � IS
*: ____
� W -*=
7�.--� SWEDE -'-, f —
I 0,�, 't .,,i�7 " 'L _. / T
,
--"-. - 10. 11 __ � / I
,j, � I",�_ ___�, .
, " 9i , ,
,�",t, I 1-iTif-lia
: ....... � �_ . -11
i I — III
I.
l '�T_� �_i�t��;,__ N,
5 �ia, I E "I �� .
. - I 9
- p.___ � 1 !
!
V-'- i
, rl"��_ I Z�a AIDS _,Y 9 _1�
IT A 1/1' "
'i - /
""IFF-P
�,
Virtual Review Assist, In
*
Plans Review cornpleted and pprovE
.
for con'PlIance with the 2o�'o FBC 7tt
Debra Arj,�e Klahr i:IX2300
1
Edition hY i
FLORIDA BUILDING CODE (Man Nlqh.� �oej RurrEc4 I
I
� tPz�_ --- I � - I I
'
24 CAGE GALVANIFZED ML STORU PAJI -
i ____ ___-_L� - " -� '"
IMOBAL PROI PR(;DUCTS, -i :�`;
R �_UZII � I", SRI 11 K"W-" -.-I,,--.
mo4, n . . 1, 20- J 75
__
,,�__, -i--r- . 1__ii;� ... r �W'l &PARAD - 11 .
Li Pi .A. "'I ,_ _* I ,
-6-0
a)
a)
c-
cn
-0
(D
—m
>
0
a)
c-
-"
_Ii
0
:3
_0
I. L
L_
a)
a)
L_
0-
5_
=
0
2
. C
a
m
K
0
-0
a)
—
a-
cn
.
a)
I—=
=
a)
=
-0
0
M
0
-m
-0
-=
cn
-0
=
0
=
L_
0-
-2
=
0
a)
3:
co
C
0
.0
=
ICU
ILL
,,_
0
cu
>
. cn
U)
0-
=
�
cu
-0
OR
.=
_+S0
CO
cl
<
a
<
z
z
W
=I
cf)
_40
L.
(1)
(1)
(1)
=
=3
—
m
>
0
L_
C/)
CL
cl
<
(1)
c-
=3
-0
cu
0
OL -
0
a)
L.
m
"
m
=3
L1_1
�
<
z
:z
<
_j
a -
I
SHEET NO.
IS H 1 .3.
It
0
10'
'A
I NLL x Ij Qo I j;t I r-Will ,
10 tl
I�� : , i i__ 11
I
I . -
I I III ,�, I ---CS-,f34 13 ,(f4 -- ACVRED R:
. . 11 0 � 1_�-Rm III AA
� ' .* Root, ��
�, �� _,�`UM�4 1 (D4 & (D � - �_IED
I i ,� - I
Pitiluttso CoRippy- YI� �!� glf�l ,,,! ll �A
il OP PILIRRIZIR DIRCRI �,,, Ii i/4�* I 11 J, I RL- ., 11 � I
ELOORMOR ,� Ci 6 . I / I'- - 11- OR"" A .. . "I'�,""'EI4 : 0�
I �I'I,4' WOM ARI I �: t, l,� till, - - ,; �
RSDURRVI . I
: I �� W C ",.,� V .1
- I , " , , .11 ,
, � I - - I
,/--,, , It _ , , - 11. � � , . � � . ", " I ��- 0 - .
�,,�', - - , ��i � . 1 31 1 � �, , ,:��,�", 1� , I ". - I - .
__ I , .. � I
, � 7-n;- -loop "Ai-Tt LEC =O
�, M_ , I ': , I : 05D: To -
I,
/ I z 17' fic -" "45 PIRE,
. ,
j , , E� NVIR. I
�_�` 1, ) - - _,; , ,� �� � vAl i, , , V
� %T�I I il I I RAIRV �A I Ell
y � R. 7I - -I - I- , �� imu, l'ol � All
;r , '. , " .15"z - - -rl�-- VI I .17. . 19IM" I"
I I , -
,
"El OR 7 .- III- - \ I- I � - - 9 �,_,� "� � - 7L " � .
IRDI's-re ALL� _,� 2 1/7 , � � - - _.
-
010.7, ALUM mw , � ,," "I / " It .I,,��. - I �
� -i ,,, -� ___ �__'lllllr____ CW
1. , _Egg& - _'_� - __j ��,_ /
1/�' I, CREDIT 1, � e , on,
0 12, 6-c 3105--i"I am 11,01ta-11 .14P,
w/.C.,iuT CRRUI. A- �NGLE
_SE C fPLAN
I�A -)
stl I /A-.,l" S� ,/e= I, SCALE I/---!-
r � 1, . MY tTGA 4 CA
"l j Is AURD, ,;AF` AuAt
.01V III I/A'. . I A/I" � ,
il�W�,N * ,�- G _ . �
:
, �' , " �lt
, I _�� � � �
1 - ,
I'All �Ifl - .
.___-,11,�7V " \ , _-, 1�' :Y�- Wj - , ,
!, 11�1
MVIO CuAtAm CtAi'41-11'
Krx� ON, 2%4- AD I'll
Wolpil
LA1."__1iPLANj
. "�__,_
�: � � I
SGRA-SET IN, I'Al
�, I � 1:
, 1. E', a 11
�,��: I- " , ,
�, �, - ij� , 'A
M, 44 OR
OR I1100 RAMELI'Arl .R
W`X00) 00"Itill � zRal QEM 4i REVIVE RD AND
-x,AM gLoom 10I KFTM 01 PW=Cill PLV-
i 'It :
13, -
�� � I I . ,_ .(
I r"" Ail Aql 'y IDARMSE SCR �L
I
iI PANEL �'�,�
RD"=
- VARIES
2".�' "ADIED IRARE �'11 __1 ul A T, & (9
19" REQUIRIED AS APPLIQUE,[ TIT & ")
- h
= �. I IRAlRED I, (DEACRETA
� WON So - 4, Til rVAL
" "
11 tall I � IF
I I
I .
-
I Aix- ,
�,, >1
. I �,
�� � I
� I , , � , -
� �,�� ,]'�, � " , , - - ,
- , .4, �
I H 1. - - "
Ralim
I �] ��
�� ", I
R , I.!,
,_L; _�R I
I- _ ,
__ =.� . J "
�_,,__ _..____P_,u4,_ 11,
�RALAN ,�,��,,�,,
'. � ,
,
I '---<'I) , 21 CR(&,
PARTS 1"" I
S
� I � / R, i I Il
,�� R, T. ",I" I, I Ev wi EUlA0RFV il &
� ,
5' I*.
'
, < / , , - M PARAI
" , _. , U.A� FL*4 I ID
�,o:i C� il ill.'el
x - a-- DISTAI
__I1 - - - - �
Z -,-�,-
--1
,7 .7
,� I \, �j / ,
�,,ll I I
,
,I "i ',I I ...... 1`1111, - ,
, , U , j
"
.11 .. - ".�'�., Mwa�_ - - - - I: , - j
Ill Rl MI Ild
E�P LAN I
" , 1, ,'I . , "i",
,�, '111
........ �1111111
. l,�M INROART . W� I ""
,��?, L� 14 �%
Il 11
1--1-7
_Q.A$f__G._. .
SCAL-1 1/4 ',, I "' .. -
�_ "'i""' I - 1
' __ 1,___
III .......... -
�
t, V _ El,vl
- 'T AM"
04-0 FDA n0l D NSTALIATI&I iXA�- &
-___111
\A - . �
'
CEkMF zAtt-ATION, A71 ViNkUl W/
AID PAII *� -
.t
zz ` No- 44-67 I. '---
SUIAPACE ,tVEL VAlAr-0AS Will 3,11-
=*� � �
. * : * F
= I
"
FLORIDA BUILDING CODE Utltn It. VI Kill "Icl
�_ASE__El.XFLWN
N.) 0, : .. �_
T'Er" . 4.
IP.A.51
'Itl %�l, W" I q I ._.l
I
_
it
5I I'll"I
�F_IFJRRA
1. lo,
I..'�
I..'�
.,� r%!,��`�?x ,�� ,� I ,
PRI'Al 1/A 'J� ai z I � R, T�- _. -,��
2 24 GhGE GALVIRSAIRZED $RE0% �,'ECJIOU PANEL
i 1- l;;Zl;Z �_
P.
I .-
MMM-U-M -A.-$&--DL%GN-ERE5SAU-RADKG-(',2,s. "I I AND CORRUEMIND- MAXI
R ST0RhLjANFL,1i) INSTALLAII0145 INTO WOOD STRUCTURE
(VAL0 ONLY FOR PANEL 01INSTALLATIONS AS PER ALTERNAl 1W _14RU 4W. )
- _
MAX ks D
_
W"IMUM AMCHDRS_
SPACING
FOR LO. - A5
SHO" 044 E-Kmii
-
C & 7
-
iRJ"Pl
I
,ANQU,Q,
DE=4
i, F
RESEI
� �
Al,
�
_
t V_ __
-
I
- I
I
LATINS
TAPI
LA& urcRciv
PAW-MATIF
PANELVATEE
imoo BUSIANIG
# 'TU
L��l
ILI
WI, 0
FEMALE 0
PLUS
i
CT TERLU
(a I
I'l.r
�
7
RT�
_�,
13
_
.111I.I T.
r
__.-
� T
__l,
�! illp�
F7"
—
� . __,
� ,
TV
__
- .�
- _113, .__!�
6 R,Il2"
Q i7i` -
';;7F -
,/,R�._
- __ - _1
-
...... __ - ___.,.__.
1.
6 li��
s
72 Ii/r
V-W
_11/_1'_
TI 1/4-
_112!1_
zw (507..)
___ - I
8:
- - __ - .
a-_
___
9-
---
8 .
- -
- __ -
-
- - - - - -
OR
LESS
��C.P�
�
---
� __ - - - -
- - - -
- ------.- -
B.
_ - ,
6,
-
�W 0517TWIt
-.5. -RER
- --- �r .... I—
" - .. I _�:. , � ,
I iljr
r ---El -
, �� l �
k�: �
- ---' - -
I �i T, I .
I I,
- - _ - I -
I Ia.- - �
I jr
I 1.
'' 7j,
[ "r
',TitR pv�,
4WJPEIEr1:Ri4l
I.
� I
OR
LESS
---
ITT—
I-
-,
.... 1�
r.1- __ .
.I.I...- . ____
13
.._.____.._....
b 1/2" ._.__
;
I mp�
.
T3'
.-
a,
'.
— ___
I* �'l
—
I
_ _ii:___
6 I/v
__13' -
6 I
, '12�
2* 11TOP)
a
I
, �
I
- 1/1"
__
__ 'T72 ;�
- ____
6 ,/4'
r- - _4�___
-
_....
-
8 ,;T�,��
'F
2V (821-M-)
:
,r I L ""' __
4 Vr
- __
4�
i �
1/2i
___ -
.. �i'i 1- -
? _ I
-.- - _ � __
� - -:_ _
-
- -
I
� I.U,�
I I 1_7,�,L., -
4
_..__ ... j;___.17
,,�
�
'On
-I!-,- ON)
__�� I
1 4 l/2'
�
...
12'
_ .. �. -
,2*
4,_ - ,
j_._�"_41#10t�_
.
I
- t 3-7 � --_,-.
-j��
___
I
8 I/,-
.* (SIDTO.)
-
I - SEE 1ABLE #1 FOR KINK A-&D DESIGN LOAM & MAX PANEL -Eil WHEN 1
L_�'..;IED, CORRES�I`011l OKY 71!!:� �TE 2W � ON SHM 6
___ __
�1111
MAX. AS M., t5
IUESX�t[
PRESStIFIE
RA G
"A
t, "' �
_.____I-_-____
ARRAIRIUM ANCHORS SPACING PORE E-1 - AS SIADWIN ON 54EL-M 6 & 7
141PLIK."I
TE,
11-11"N"r-S
4, AW
SIRI
!Q# - P.Q.
I OF 71�EM
,AU,1l,
PAREL
LEI
.,F
(11r)
TAPI LAC SCREW
_.
FAIVILMATE
FTOWE 1�
__
PAIIJIL&I
PILLS
____4
_ _Hl
Wl SU,;, I
...I.",—
___ ___
:il' # l,
.__
I 1,
I, _.
i3'
IV 0'.W)
� ....
___
,I 5; __ L . L.. . �
� L .. I �
�
1 'T�____..._
... - _,��_ I .
Tz�
- I
Ell-
I 1.
MR %ill"ORR)
-_C- ___qJL___...
r j�__ -
2 A. I �
,
____
� . 1 _
j2,
------
I Yr
6 R/2-
1 .
Ell R%C
-
.__ -
. -
� 1 14 -
-
lTilr
_. ____
f, I/*-
-.--
It, (SC7 -)
--
-
. - _. - - �
, 1/'�*
- - -
____
r
- .- --.*
_. .. I - .. ___ ___
-
ASS
LESr
a-
— -
__I� -
Vit crop
- __ __
-
.
�
I_ _____
-W 10DUC-1
TV ITIDR�
------- 111.
-
2 i
'. - I/ 74 - i _-_ -Ill L
� ".
I !21
-E, I
"
T �,
, _____
- - - -
>1415, _1l
10
" TV
�', - �
---- � �� L '
� 13, t S,
__ ----...,--.---..�.�--.,�,-...�—....
I. -
, -2- -L'
1,� .
L 1�____I__ I D
, I
, 1.
----
-
-
�
IRA-
.
'Ir
L - -
6 _--
I
1_�,
..--..
I" -
� __ �
le, i/.-
0 wiml
IV r0p)
" __ -
i. �VFDR)
-
- t; -. ----
!2-
-------
7V (TOPI
. - -
6 l/2 I V �;2-
-_
I a I /2�'
- ---
a _/Z_
r-- - - - I -
-
1 � � it -
_____
IS 1/2,
_.
il I/V-
-
2W (90" 1)
v, -a'
I
.
- . --- --- ,� - --,--
-
I.". A IdI?, - - _
I -,q- 6 912.
i-- --- - --- ------. ... _
2 .
L� ly IF
___ - - - - ___ _i3: - 1
1-
I �
� - -
� __
I
. -
_2 I C2,
__ - - -
-
1 A� -
,
_ -
I ,I-
I I— - .
".
-- --y1tw-
_ .'_.T
- " -
____
Il-
I , -1: -
I � - . �
-
x Ifol
- -
-
f- - __
- -
� 112-
- __
w ___
__ ___ -
!&I ��?l ,
-
ART (TOPI,
I
L�, —
______
- SEE !ABLE I I FOR MAX A.S.0, DESIGN LW35 & MAX RANILL- I ENDTHS *IEN SPX---k g IS
I IZEO� COMESPONDIll ONLY TO ALTERNATE 2W ON SHEET 6 ____
.--..-.,I,
JAML-ij a
Al DESIGN LOAD
'
MkXNW PANEL
Lul
40 ESP OR LESS
W8,
.1_l.._
> AD PSr TO So PSF
___ - -
_
6,-2 �
-
> 50 PSF TO 60 ll
.
6 MAX. RANEL LENGTHS ARE ONLY VALQ FOR INSTAI
W/ PANEL MATE J�IIAALE ID OR PAIL MATE PLIES
RRNCTXlR.- & Wl q�, T,tW^1VoQ, 112t 04C
rLORIVA BUILDING
. I
ALLATION DETAILS FOR UFE SAFETY
INTO POURED QONCREIE OR _CD
I*4CRETL_BL9C_K TRUCTURES
-.I—
I/1"IT TIII . I . �XRVTRSC PfX,RED 1/4'0 1�. ... jg:=EO
VINI IV ti, Q,G R�JPRRRREFF OR ANOWA 0 9, 6 r., -
��!� ��l ul"IRRI ALDM :- �:� CRIKENTM BLOCK
I : ITCERRESED, REWIRED.
:, R'� :
., f
R,�r, , -
, - �'�,.� � 7 1Y,
.Ll - , - k_1
___ I- ,.,E I f - I—
.
I __
- �� I �, I : 1/4'
,�t ,- z-11-" 1/4,
, :7 -7 MAX MIX __
, - , �� �� � _r ___ - I :::i , : , I
�::::;,::r� �: %
i � :,!� �r, ', j trQA I :
-RP I � ����������:
- :! � � �:� I �
� I ' -
I L M� . � ���
tm , I I 1�t , , ...
� - , -
� - 7 - �_ I "I 3 C
� - � � _ 11,
__ . I - , e- 1,
1 J) I I- ll . �, 44 :
� I i ft-SIEP�VATION -1 a t
t I 11 0 re, GDAEi$ i r /1'.-1R1
K 11 R, �, � �_Ri RRR,R5z,,r#
E�IRRETW A ""' V ,I, "
ms E-i - � . RR 7.''i'v P , 11I i � � � � TA Ril V
9 III, � (In A* I I , �
I �, I � MAR f-fl, Ell r I
I, 111% I I ,'.�� - � , �
�
r , i
! � �_ . i
� , - I � WAX
: ,,�,l* MIR. - It 6' AAutt tZkull,.
� ,�
i� - - Pf . '. i-A ... L(Nil i!
14 �'j ! � It I
! - - I (qtt F�VVIIRR,, A ,� i tr ISLE ELIEVAI
I � I IT 1 CA SAM 12,
1 � � I I'l " - i ""' "l " 11 I N� � I ;! j "
, � I I
VTOURN 'D, A I I,I I I
� TO GLISEI 4
. , I P
2 I I I �_ , , d I � �� I �
1
1
77� 'I i - � I '�,
,.,�' 1, � I � f.., L� �77� � � 'L
, I - �
� 4, " � " 11 - � � 1. - � _
I - I I S,
E-D.* 1� - 1_� A - I � f
PRES , :
rill IVRow, � I r� , un'TEW _ , 1� � . ` f 5,1
- . "'
"l ,"PA � � �"R 11 CD`2���5�1 ��I,P,l � �� � �,
I04 , � I J*11 El 'r r �',' , , �l I Rill .
REQUIRED ., � :,: ,�� ,I 3 1 1 I
" 'r il - RENA 1. I 1- � 1�6
1 I
IMO�i Nw- I 11
�
, - � , - - _ _!___ r tta� L_ 1 , .
-
,. � . I
� , T . �,�,
11 � iT,
rl
, """' �,
-
1/4'd 0 ELMALTE Ill 4 ' ,/,O PAN ,I _5LCA%A�L'S
a
MU3 Ekil __ P =
AKSIKRRIV $2 $n_ O'Dr *_� M, 6 4OR 1,1111�11RRS,=i 9-119I.. SA ;!. PAI
IMALL-MMMU
3 & It FOR AMC-QJk!i " 4 SPACK LEE UE 3Y_--I'
RRSAAEC_AAA AIM WOW FIRMK Ill Ell
-I ANED'IDIR VI A90 VIAVAti EDU W1. i
'It,
� "' A'AN, M, M TRRS %A� CIA ED. ROSS ',Il E
i
VIROAFED III �LKI RVACE API SPROM gy r
MW " APANRI VC" lVI SPRODIR.It BY TVE
FOLUNI 'ARIORS POR FIRS Ol'IYATRA RZIRRIL AIS�'B
RECU"l, ,l R u" C RACE, 'I
" I 111111101 I l_ a, IVIT BE
11. -4, ...... nAl AEAAP�T ruA I QCAAA
TIRE Oil ": Sl S Air 1l ... 11Z11111
.__ . , A li��:_!41 Ill
,e��
Am:lm W [ i/I I "I f - - - I'?: I-"'4
j TIR PARDMIDE y -- 11 u
.�A� --- ,Vll �'�P,.
- , .- - i !�
— � oll - - I t i .- 11 1. - FL
_____ - - . ."4.W-,,--��-�--7--,�.,----"".-",.,.-".�
, � I RITURI TtMe,
*IRTANA,.- L _ _ � Z*- II , - � PS
.- __ __ - it, -
I VVIRIP,=1 , q, I , i . r I * .-
__ IWINVIR, Ell �,._ , ..
jjr -11-L -1-1 '"""" � - �1_ z " __ ,
Vi�
AMK am' 01j4 RACIRK 11ri., SIATI 0 - i ,--_-
RE � �AA�t .�__
�, .-
, I - �,,, E = �"4131`3 � - ___ -
, I,,,- ,it . . X - , � 17- 1 / I I
,_ ��
___ - � - - ."', __ , �
i i,Q' - - _ - � _ - 19til-
. . . I i . __ Eluf�j'i. I, il�� - - III IWT? P., gi��_l M
, - N� � "" -
0 I I All 11,
- ___ ....... W, 0 - __
- - " - '"' `A` � R`V`
I 1� - 2 1
1 . A .L'T.
L . .. �, PC 11$,1AAAM,1EPU I I'll"'I 1AZI I,, P a
H."Icana
.., ---
MAXIM!JM A�S.D. DESIGN--PRESBURE-Mllftg-Lp.s--f-�,J-AND �--ORRE$POt4D[?C�,--MAXLiOLIM—AtiCHOR 2AQR9_=_KUD_UU
FOR_RLQW-P STORM PANLL�f,INSTA _ETE 8 Tguclum
I TICII P's P_ sEclION, -
EVALUD ONLY �OR PANEIL (DI fEESTALLA A 1 �,HRU 6� ON SEILE-Ts A IE 15)
I1111. .
l'.`A`X" T_t"� 9
CE5rq
P.ESSURE
CC=
�-_, , , J
__
u
-
9
-
-Al
t� -45
LF.13
I
1
__ _�____
III
MAYWERM ANSCIDIVE ��Al FLlW IMIA � Kill SCHEDULE
-
- -
1ANUMATIF
TARI SX11C.-SET 0 1 P ULWTE
I'tul RLUS
A` L�__ v�;,�� - I
= , ::.��_� __. � 11.1
� V` I I R. I
,I � i- ;�, 1 is' ��7
_ __ _,_Li�
I __ - _
�
" I LI I'm � " -, ,.�
1 A, ,
- I ILI- I i - �_
,�. , ,�
!3' : -3� , . 3, �___ , - __ R3, - � - T _-� j -L i, ,
- il. - �
_ � � L ___
�
". lj, 1 I - ! 3 ,5- i .r I ,3.
. - _ - :�j ----- - _ ____ - ; ____ I
l'- I --- g w ,3- j 1�_ 1 I-- ,3-
i - I I- __ _��___
__ _____ -
rt ,/?12 !/Eo '.."; - � 6 1,14�!2 - - , ,I ,
.,
___TIE7f
� I , _
J, , �
RE, 1 ,a � - e- a, 2 C_ l� 19'
� , , I— - __ 1 I- 4- IE� 1
r 1 - i 1'�
� - E, I I *
. � - -
� - i -
,�- E 1 ,�- � 7l, ! ,�
. � i , I � I' 1"', .
I - � L - - j I I
, C : -- 1 _ I - - ,
i .- , - 1 1
- . - � 'I -L il, : I �' _ ". - � - q
- j -_ - -11
7�_ 2- , . IV-
13- -1 i ,.T' 3' � i
I -
I 1�6 Ric ___�- -
- I L� - �-- : -
,
�' il I I I, I
ELL. , V
CA
__
ZQAAC_NARTUN
� -
i
-_ ... I �
__ __ . I'll -
-
,S7 1 ,I=
� -
- - -
3� i �!.
_L - __ -
� _,�
13- -_
�
It- L
______t___AF1u
CALK-N
- -
- :
"D Il
-
11 , _. -1 I
__ � - ,
I �__
_..__2�__
,3. j �
- --in--
R �' :- R3-
I
Ry I—
.
I I
� ARNPUC
�, sibl'NIR lt�l
t IR wttll
11 iEN=
- -
& All, �_
col,04I ,,z %
l" TUE. � ,
� RTIR� --
I fplr�w
- , , , _ __
2 �Tlx�
z �;,�O�,-
- -_
- 'Os"
- . - �-,.
.. 'RD - 7f],i; CAR
- ,
-_ -
-
, (TOP) im
-
, C�I
5 �PIRRP!R
. - � .
lx:,7col
5 L� .
1 (101) I
f, f"', j i
��
t
IARAX AS _- I MANIRMI ANCKPS
xsuA7 , -
I-, �- I TAIRCON, SOUD-50
- - -
ill �
ipe� ) 1 I - �,
;:T,_,F_%_.,E_,-�- 1 1
— ____ -Tol ____.�."%.
IS, �v
-_ � - - 'r I - l,l� .
I
. , , ". 1 I Y, �3'_ I 13'
I r Is- Tr 1 'j.
- - _[_ --- --- - T ---
�� I - - _ -
ir I � - !,-
_____�__.._d _I2_________
-2 i/2-1 -
- -2 1,1
- . _�_ _.. - " - I a, , ,
, v �� "';.
I - - .- .
,
� - �
,A, A .
- � � .
im, L �� )T
- I !!, i -
. �
� ll �.
, r �� , � I
L � __ I-
i �
. -3, � I� � ,3.
[__ - 1. - - - �
_,� �� , F I/"
:,5, , , -
- I _!�, 1 - 1'_
VAr �'P_ � , .
i-- ., __1 _ _! 12" �
L3. J? 111��l Ir 1 13.
I, , �� _,:A:-- I � 16;�_
- I I
i ��r Ell
k- - -,
�
- ir I I �Z-` -_----- -
I I - � ir
2 � - I
� I -
. - -
1 I _=1 I3 ! 'T
--- �1 1!1=
& ____
- -
a - : - -E ''12 1,12'
- i
II7 -� /2 - 4 1 - I a- 6-
- -
� _.
II, � f 5- L -
2 l-- � 11� - R � . �. . i
_ � � "��j � �
-
1/2, L -1
3 �� -
- __�s 1 3 �
- _21 I 6' i I l - 1 0* I
- I It- _,/-I*
L _::::�111---L
I
STACM FOR
-----.----
___T1
WIN EA), PE1 SURREIDIAX
.... ALAI
BELCA� E
. TO __1 1�s
� ZAMA-- _,ill"I I `:�Lx_w It
!K.-
..1.11 .1 . 7
TI. � IN= 1�, 1� I 2
- I
- I
13" , I � �T, I R/�� 9 (alri-,DI)
,3' i �--_ 1 R3,1' ; 12- A gciil
- - ___ _1
1 , 3- . -_ ! J, I, �,Z� , wrw)
I . - �
� I
. - - Ail -oll
�
- 13' 1 I 3" �� l A,
�� ",ell' - - __ __
- III -
- - 1 6 ,/A �
i - "RicI.011
-
i A !
6- -_ _E� -- Zril
III � ----_.
ii, I - 1 V P cl�i Tali)
- � -_
. , �
"I � il, 1 , _,., I, El , t, ,le,,j
2
- T -_ i I - -_ - -
. 1
�_ . .,12, 5 (PRL,Ri�
�.5 - __ i ,z �, I
__ -
� 1 -_ . - - - � -
. 1 it-
. ,,� � I ,/m -3
I . - _ __ 'k - 2 -
,
- i - 16 I�A_i6 �/._ R - -
L_-��.
I
.AVA ;
_, �
11 -
_E� I
--
": �
�
I I
I
i
.
I
5'_4C 1
OR
E J"-S T,
I
�
�
I
2
i
PANNEl
EBMAI 0
Q
, ILWAI
P
IN.Us-
- ,C_ I-...-
I` E
-r- -
- -
- ,
[� -, --v
-.I-. _1`
,
�3- 1 __
- ::-;
, �I. - - ,
_ ____ �
1. I �.
1/4 1,11
6 _: A -
- ------ ,
- C I/2"
__ __T_ __
" '
IF . � I - -
- � -
'T :,
�
__ . A.
i �
� ____ . -
,771_ -_ -
I
1, "l
, I .� I-
�_
,��--,- � �__
1,
"I la-
-.----.
12 ` -
t,'� 2 �f--
- -_
_�
� "I --ti=Y
e � -
�
- , - -_�
13, L -
� -
il. , �
__ - - - .
13. ; 1 '�_
- - __
- -
__ - - __
1-1 ___
- I -
,
. ____ _ .
E I 2-
W j - ___
- :
- - ,
�-- � �
_� - �� ,
1 1v 7'r
�y 7-
,3,
I - _. - - �
-
_
. I � " � �A -
74�
, - ,-- -
A' li =. l'
___
; ,
� I -
.
� - ____ -
- -
I, 1
- � -
�._
-
h I' -
__
t,,� 13,
i -
- - 1I.
I I/. I
! - 1 I,
I
I ',j-- 9 ,;"
� __ �
. F,
__
, y - -
, I � 5' 11 �A?1_ --,---I 7
13' 7 5' ,--
__ '_ I ' � I %s' � I I,A,-z ,�I- � ,,R yl
" I _,j - �
. lrr I- -- -_ A - yr �,
L - F -
"I I E Ir jl� I � - ', - - - �, I I T�' I I"
- � I
I - - � - 1 I R ,,il _ - I - . .
. -
111. � j- I- , % I -` E _- '_ � 9 I "?
�
. � i- � ,
- . To , I - I ___ ;
I, , - I I T3, q i ,,',z - j ,/Z
f , � , 13' �
_i3 - __ - 1 - f I - - __
- - - i
- . I z 1/2"[i 2 �iA � 14* It ,/4' R2 �-! .. t /",
I . . — - . � - .. 11
, It. I ,--�-;� T
__ r - 1- " 7 7- I3 Ili'! �
� - ______ , " __ --L- " -
- E , I
A- I -- c
__ -
- __ I � -_ P, _1
-,- - , �'ll I -'R?�
I �. - I " . �1' !J "T'" 13�
I - - I 11 11 � - ,
- 1. � � I .. I . "l
I j � 7' 9 3' II- , � E I Ri I, 2, _%- � 9
, I I - Z_ - - -
.
_ __ I�- 'I-- �_--1 - 7 . , -I-
t'. � " I - , � -
7 13'
- ____ �___l I I: - I -,-- __ _
I 'I� - '16 ,/_ .
- - � a ! 4� e 1/.
I I - 1 - -_
1,21 5 1,12
_7
-
'l, I - I If -
IT i A---
- ,
. �E' � . _. -
, " ,--- -
L 6 '/Z'
L _____ .4
73, It. Ili-
R
...
: ,
11�7
T�TiFiic,zlll
,, I 1
2 �A&I�['Wld
- �
l. kiv � I
1 �5 --,,.
=
I 3 cul �
7' 1 e Vz'
i�__ ..,
5 l' 1 � t,
, _ -
, - � �1
�!:� � - ,/I
- - -_
� _-_ i .
0 1
- - . I
.y I 10"
__ __I
� tfe';- L/,'
�
; ... �
..' . -
II � I
, , � - 1
,� 3' , it-
, i� , -1
, ",
�i_,�
',3- � le,
_____
�
I, 3' "I
_ I
_____
- f
I �_,.�,��SR' ---(-Tm -
9 I ,,,, I �, ,6 IfP' � FrOIRNR�
_�_,IIT_-� I _-, , ''T.". -, ______ - ,
I - - -
/11 � I III � A lati, 7 crtl`�
I _! 5 _-, �' -
-
17' � A` �El` _' R�-- 6M)
'I I
� .
-
r _ __ _ LEI );�� - EW)
is 1/2
, I - : A7 4i - ii - __ __ -
- - __ -
. .
- � 5 ;/,i .6 1 ,-- z 'act Tou,
9 � 1
.
I
i
I
i
i
>�5* -tl
TO
0 _rl
I I
.
I I
I
I I
.
10 , Jl, - /R�
- �_ . .1.
1 7/2 5 1/a
.--- -,
I
I 0 L' ", 7 "q ,
10 1 q� - ." 2
__ - __
-
__
5 T/�- �G I,---
� ;121� lz �2.
I - -1.
I --.-.-.,
j-
-'-'Lz'41- ___..
�
" '�
-
RD _ r -
, z ln�t I'll F
,
RID ,
I ?" , I ��l
7 ��,� ! Is En-1
---:-
- ______
s 1/2-: 3-
___..__ -
I"I"'! -
I
�,��: -1 -
I "
�"� � L t-
.. _1___._
�
[ �, V 1 " [/:"
-
l, -� :_L�
-
r : 44
I r__
L -
, T, . � 1'. , 'i: -
12, � l'I
4 E
. � I I I I,
, - -
1�,� 8 ip-
8' � A-
___
8' -, -]A
I";,-" i -
�
- j
1� L �5;
___ - -
T3� : - - __; , I
"'.1
- ! -
I -
_
,1 I "2' 1 3
- -YE,
. - � L"
� I P�'
:� - ..-.--. __
�
, - -
" " � ��Ill_
li� -
- -iq� -,i- -
9 ".- -
+
I ------ __ -
- li 6
I
-,
- ,;-,
I , .3-- �z
� ", I, :i", � Z�.Rl
� i-�72-- i7--wi- - I
� I/.- - f3l �')
-
__
__
16 T/.- - TiA-
-
_�__RK ... . ...
!WE wal T1 IwAl " &. tt�, 'll, RPE�ull'�ROO *RXXI ill �" "'" .
__'i ,
IS, I
1.
S"�"",
-.-,-""---D,I-��-��-,�-�--�,-.I-a �", �a'
a-tK'"El,
I Izz �_ I IV, 9�a METIl N.I VPA� W vuLtil SAVEnt 1AAA 0" i
i , .
� y'WIR.11. V 1`1: IlDlIc'.., r`i7-�,� _ff `AAI DIVIERDi _'D � .Awtitk
i . - RLmim ,tLEA0 i
W.WD li� F�13P S� .-Off - LAKE - 'AN" S"AAAl"t �T�tl Ell CAI .101� !-S I
.
I OR 1�6 SCNEIRitf - - - I
I Rile. -, -- ,/,.. t1le.- I Rl
ANOROR TRRE � 'R. I iAl - - IF I
PRAI PRIIII'l K � 1, III �
I
_. 1 L - 1. I.. I `APlRP_q_:DRl S,
- T 211.jhvil -.4ill", .... �i� �
i
!RRIA�Ml,�?l -s"SI'l � 4- __ � t � i 3 , 'lr
_======L= _ - - .1. � __ - " __ -
�IKMEIIEIEM
;_1;_7_
`VAQ"" ") I z 1 , 1/,� I - 2
..- --
1 oEl Iml j-'I ,�l L 1 11,2- - � -- , ,,� a -
M
- ,
...
t AMMIL Em :�W, � "
FACTOR
�
o , ,,F,'
E . �
� I � �
� -
I
__
! 4 �� - � - ] - I -
� - -
,ii i Q'i - I :
A_� . I
11
,,,I I
� I
i
�,� �,: I
� r
� , '. ___
R �:111] I
� _1 �
I- il � I. .
� __��_�
-
I III
-1
-
I
i .. 51AONCIS MY VALIC I 15 USED SEE TAIDLE 11 FOR Nil AI l=
P,�� .
� DESIGN LOAC55 & Mll _l ONES StArar 0 is USED,
jWW_jj a
___ '
Al Dl LOAD IT W"UM PANEL
i LRNM
40 �-F T__ Il
> 40 M -0 so PEI, 1 V-2,
-,. 1 -
U,._.',,D PEP TID 60; PSF
_ _ I i
A MAX. PRlL HS ARE C, VALID FOR iNSTALLAI
All SOLID S_- ANCHORS & RVJ iU SPACER AT 12 1/2' Cl
�
_____
-----.---,.-
�__
).Cmm �SU 5FC7S1IRS & iC:��, TN SKE�
i -'� I- 15 & q 6) - --- - - -
__ -
�
� -,A
_PloI R-2AIT3, R-3A/14,
___5PAR-'1*R`0, 9-29/13, RM/Lk
l- AAX
�
�
, � .C4
14-1, 1 M R-AW/If-
!-Ul
!j!:�X!,� I!,.
E�N�_
RTBRRR,05� P-20W/15R R-3v_Wl
C3 F_____
_� v 04 -
. � �
,
- �
1
,
_ -
4
- - ____ I
� 0
0 0 0
1 0 0
f" L
-
. �
� . �
� I F
�[____ � __
� : ,:
__ ,______ -- - _ � _
171.1 _7 T_____71_.'_-_7
i � � i �
I ,.�l : R
- , 1 "
F � . m
I : I
I i : � I � �
—,--'-- - ---- 7---,--- : ---
. I ,
f � � �� i �
, , , I �
i : I : i L
I
— � ____
------ 7 ------- - 7
. � I i i
�
: i
�
- - - - -
� 4
r � �
z
. � I
i; :
-
� E I
�
I : ; ;
r 1; 1 1 1 . i
I � I I I k �
� . E .
L ! � 1 � �
- - !._!___ 1�' _'r ---
I : �
� � i �
i - . � : I
R . ; .
H - ; � �
r
i I I
-
. ! . �
�l
- .!
__
i
L/2
I ;
�
, I -
R /4'9-21 - - A is A, 0
4-E 61 " __
�
I
I
1
.
I
I
I
-
, ll�Sj: - f�;�L E , N�
� -, F ,I. _ ;� "P
I L, OVEP V-61
cu � -
,
" I I
�
� � (I
L 1, E '. I
!
I
. �
i4_1111
_11 .UK,-
PIP, .11
I
- 2 , �
EEr,U4AP ST'll -l
1, 5 REU,LAR '1.;I109K PALL:_
I
11-111, 0 +�OiE -Pl 0 ,,,
I
I
II
.
1
- ;
' __ __C1 �� - __ - -
1 ._'�___ - -
� E
L
- , , - -
t i ____
I ----- --- I ---------------
I Ell O'Eil -_ �m, LUOUT, ffI
;
I . I
:
U1 SAF-1 STC'.�_ il
i
L
I
�
1-6* 0 �_ A, 54.0 Pf
F__
I
I .
.
. . �
WC CNIENIAR I EAKIL LEll Will,
�
I ,IIIA
-
I
I
I
1
-
.-
" , 1-11
�
ASE -di
' 2" RIRT FAI LEWIN
1,
I 1,� `,�7 4
�,,,,,, I :
i
I
I I I/-'�- -,"L, I'
I I .
; � � SOL'S
I � : A-, Lt zi�
! :
L - � � I
- -to
- 9
f
� .
-
I I .- I'
AT 4, .tulull
.
:
I
I
� i
. I
- __ - � . � �
___ - -
�
11
- - -
�
I
- I C
'
I
L!2 i
I
�i i
i ;
� i -
I . L
I icl - r
- � �
b .... � , _
� I
r IL �� I
I
1
1
i � ___
.
i I I
- - , - I i
--- ------ ..... . . I - - - � - __ __ . _. . - ___
�
i?, -'I �T STVJ7,
i 5
SAICTY
-
4
I ___ [ - - - -
- I - __ ___ __ --- ---
I
I
__
- --- --- - 6.
�
:i
I
�
; 2 1 ---
[ �41 " LOCAT 0. a A�
PA,T1 Ell CC, -FIS
'I - A�_
. -
- f--:�r,
I I �i� 0
. 111 ,11
-_
Al� �
2
�
DA_(�)� I L, `l
___ ---I- __ ____
- -1 I
__ - ___ -
�
- I
__
I 7
,
� 51. jr 4 1 "
i " ,)
. __._.M.1LA1_Lx1_ ___
_7�_�=11_7 ==' ______�7,l_.R'r_'�_ � � . � .. .... ==_
___
Ili - : "
I F,
I -CIERILIR-
------ � ,:����'�-�_-_���:�::".'�==77=::::::�==:�,:�
�
i 'I'l 11 IiL4 AT
=_-
� 11 I
III 11111-111111.11 .1
"
-
�_ 4VA
_i� OAK[
i P" , PANE1
___
r , I.
- PAL Z _
[�","ITI,1�,�"�;�"
� �INV,' ,O�T, IORi yl
I
-1, - Al
I
FIA/13, R-ZAPII A-SA/14.
R Item, A-28713, R-joi-it.
L111P
t - iS Sil
V? I'D I70 ,,_P,h
I
*llm-LAl R-2-Aill R-ZAW/16.
R-IW/15. R-28INI R--A*Pfi�
________ ._j
- ...
- -- ANC+i(RRS � EZ Sill & I-ERNATRIES DA, S-Icm
!-% 't. 15 &115)
-
�
- ,,A' 'I rAR
I
A
.IAIFE E�AF(LTY_..,STORM E!. tLEL���� (t)
.. -
��
� 1- 1- �
. , i
� - __ I L "
j .__ . -...-.... ____ - - __._____
- �
/_ 2�ul SCALE ije�l-,, �
, I 2 9;�CILRUE
� 570RV PANEL �10, ORI -1 III El
__ I
� . _____ - - - � �kw� , _. - I ----- -- ----
___1 _ .- - - __ - _ __ /- ------
� -1
" ATT.Rl"",
I "I'm �',
��
-- --- ei�il `N`1_ -
- -�—. "= P/(-- __ ------
,!"I �,� R, _AA
I E,_'�- 'r,;,
� r
N-A,w APIREL r"
.,`� -11
-1 ----- - ,,,I.r,
1.
------ - :AT_iA
�
�
! , - -, ,,
; ve I,- RIE
I ,A� �� �,
, , a .,
a
� -
" - "',",��
, "
�` /
.
V I W` - ... � 41;a�,_"
,
- V-1 1-- ,,,
.
/ --�, -,= til ,
�, r�,�".�'1'1,
I I , �
I I
�
, ,
__ I \
-, I- �
ER04 �" � e ..-T, ol
/ - m ,
1, I I
1� �`
, ,
1-- -------
I
- �,
�- pr I �7z ------- - ---- . ��
, - _... 1-1 " __ _�
I IT, )�
-
== z * � - _- -
1� 70=� , 414: '� � - �
7 � --
, I, ::
, ,R
- -- " - - ..- - I ,,
"I ,
.... � ,,� ��
l�
�
�
urt Sm �-. Pr,RPREL
�
�� I =
:_� -
. �, � _ __ � A A�
, � -
�� I
- I
.
FLL17IO_ BUILDING f�AASE (WAR War. VIII HII iza- ZoAe :
i
;
EVER[O
-
. � .% � �*,Ck_ E L�Ai - __ _.
-
i - - N U - _�
, - - `-Z-
-
2_4 GAGE GAILVANILUA STEEL STORES PAl
I r,
— III
�
-
,:�_� -
"I i `�,
___ -
1 1 — , -
R
.
.
I
SEQ�TJQN
.- jl_k�A
- � I " .
. , ��
� I � I � I, h ____
i ii��I' _-r _�
i _- . 0� -
. �_, ,
__
, I i ;,�"
I P,/
" � TE C 0 1 ... iGLOSAL FROICTION PROIDUCIS LLC �t
I �, � I
___ - - I . `�
�,T lm,Ri A r'O"Tol wArrI _VP I I Ili TTRVRT�
All 11
�
�,CAIX 4'�,I'
9 " _�Ilv r,l
� ��
. . "
.. �, I III RA r
— I .1 RR,
4�w "; _ �_R C, __ I
.'IV,
, Al 20-175
_�RAV- ll Ill. "RUI .
.
,
�'
E ,::�, _,�. ARACCE -
. txl7lt E��,�___
� " :1 - , ;,_�___ri��
- - ,:�
I__________.._____
-i'lill
I
I �_ A �� Pir
- az___�_ � .1.1
r r . :: --- - -- ::R___.1�9 I 5 � 't �� � ,-.I
- -
I
I
P��
� Ir
;
.; I
"
il A
41 �/
.
4 �'
II �
v
11 " At=
`
137-SEPAIVIIJAI W
. ro GULSS.
.
LLAI*N PEIA LS FOR LIFE SAFETY PANEL L_f,�.
jji� —
jNTQ_ WOOD aTRUCTURES
_�__ __ � ,-- __ I I
I "' �___ � - i
WEAN �IEADT E , ! ) I
" I - i I 11 I j lo�:-� mrm*R
R �:, � � . I'� I wcl'nD � � , � , ,'E,,2lrIl:;
RCOLI to F � IR; I'D !
A- , I . r: ��_._j � . � __ _-
i . 1 1 -/� _. TIVI
-I/�, ,Apcc� i � e A`O` jAC-r_ 0 IC It ,
, � I -1 =;:,g 9- ac ,
-
�WoR a M, u, I . I I � - i
. t . . , i
___ : . FF I'll - I i � I I I I __ �
,
-1-2 � i i I � I ! ,2,
. - i -
1 1 � T Q , �L-,s%EE411�� �,-� � 1i " � �
I I R�11� 7 -, - !!:: 11 ,,,,
� 1/'Ill , �,�,' I � , � I
I ��"���� III— 1 "' : I �II J,,_� Ir I
_f� CAP, . � �pI.. ii
A- I - - - ICX
I . �j_� � _ � I I .1-1 ,I ��,�,
-_ . i I 1111--Al , �l - � - 'k �
it i �, III— 2 j. I E I
E I c - r ! I I � ll 9
� 1I 1,
I -
� I . . i� I I � L I
- I . ........ L_ A .
I___I , . it - = ,
i 1�i, " �I I _ � ILL - J I-, __ J � �i,
�q.,. I I- � I I I - , L 1-:1L.-i
I, L'I. .J I�m.191=J 1 I - -
1 I L." e �'L I'l
(D �� 4 1 , 11 lE I I �
� 11 . , iN�. IV, ,
- 4 1, -.,, PU 11 ---
11 .� I '�,.X, i 1: , �. � " I k
j �l-'_' I . I i L. 4. 0 _
�I � I EI,Snil ,I !I % .1 �
11 C, I I � lilrli�
, "-y- DUST'.""i , GR�S � � I � I. -P
- 2 I � V - - �
- r-n -i � . � � I r - - r I 7- F
j ll _� - - go I i M 1 - . � IC I "' `A` "I'l .
I I A I'/ -
I I . � . MA, 1 ; I � I. I u4l A EK F I i 't, ,I- A I
I ! A, �Sli �Llll �i �'�T 11 "INE1 I �K,D?11
�111F 11��L'Jril;A' , i P R IN 1�i,7.T 12i ,A r - - I it
_F"ECI 11, 1 i III --I- � f'�i',���!�"��"� I
III I 11 � , ',
",! 11,111,11" L .A, 01 I I: ,,I
i ORR 'I'lur ,[:�� I I I � I I �j 1� M_ I I ]� 1 0
. I � - I R - "I 11
I 1L. I I .
.
� 11 , ��', 11- SE-ARVOIDN A ! ,� I �
E - It i - --_ P �� a TC 1� A29 - Ir
- f I ) Li2 V ,_ F ; " -3:
- � _ST_*Ac A I ;:_S 1, �-
- : I i 6' E`S`RKTKAK
- - - I ' TD
� - .. � - � ' - P -
-
� i , __.. .. 4 1 1 ld�, .11 - �
0 � I __t:____ 'J�' "'
- r I __... I *_ ' i
. 11 I i � � � R. 1-i 11�1, , I L � 16�: - � jj� 1 ,I I
, , "I 7 , 4r, �l .. . . ....,
�� V 'IV R1, � - I ...... . �� �___
I
� ,�,rr �- I �iRl � �nl::, � � - - A,. 11'.- - - P :
0 qltgg�j_,_ � - — [ - "' I . I � , , _40911; ,�,, I., __ E_ � �
,� , � -1 _; ., ; . I __ __ I —
� �, 11 . ._i______ __ __ R � , I� I
__ . - "I I I 1� K, - �
,q , I � 0- I __ J
I � al �R �_� -I `� - - � �
,
, L � —
-
- I . 'M .�12% - ai� I
f I � I
I
L'A �
- 4
1
I: ,�� I 2"�- il
- _�ATE
_1
�
1
. � � EQ
"
, � i I � E
- - ___ __; I i
i
i
.
I"', It Till
j jl�
TACKERED
',,,4-0 10lcc,;��
i
- , TAPtION Al..., III)CE,
�
� I I .
I_ �
APIT"10k 0, A- 7ll- �
� 14'
I
AIRCHUR IT q D l�.
. I
r:,
_V4
AmUctim It, V cl C r"PIT
-
I i : I
. I
SIXID"EREv A � 5to r
, i . �
oRw:CF,RRPE vi" P14RD
i
pilau`I�Kn
I i , ,J
I
I i
V.4, VRDOD I L
I P:,1, -
I
i 1
_
T%AITE 1 �
I
I
i : i
I
R,iQ,Ul i . ---
Rcuri Sm
__
-
1 1
I �
h� - Affl%&�U-10
9
J%� 12'J', ANFL5 _ _E�
#____ k.a _P
U.&W __
WALL MOPKIN95
SCAEE tle'
---,-",-I',""----,-,--
"I
A,
P�'%_7
I I Ihq7A'_ILR10N ARE OKI' lilLIL, FOR AS�0, LIESIGN
iORCISURE PRI jR,A_'j AND PANEL LEI�5`U,RS AS
PER ELEVC-!IDIN ON "E_ 12.
2, FOR NEW Wl FRA.WI 'S_TZ.-`Rc,0V1: V-117R)
il,zil To Op- 5Cq_qHE4l4,PTNF 't�. 2. Wl VI
rjEll or Ir55 OP EOI�Ipl
[. .11. ___ _ �",�.�,,�'ll,��'ll",��.-..--.��'...�,-�,,�,-�--.-..,-�
. . . . .. - 1. - - .. . ..-.I--- ............ _.. _.__________...___
� �Koiil lrrmR
� 4QUIRTIi
I
:
1 1/4-
_.
; ."�,�R I
i
6 �'
� J:s 1
L�,._, I=; ,,,I .I, 1_'
6 �� �
. � 11
u
i :�
� �', ,
� � t,
I I 7
I � -
I 4 1 z ;,',�`
I I I
I a
� -
, �
'11 I' � ,,, �
� , �� f, '. PMAI'L 'VETPI
� i I's - E�V-mi�N
I 11 � I ON El IV,
1 , � i: �
I i
I R i �'i,
j f �
I %��) I
I f 9
-i I t -
t, , , I � V
T 13"
I 1 I -
1 ,l I I
N i 1;
11�4_ -1i - . �
tw .
Tyr;
, kfwt_yo� .5
Ill "Ali -
A " .F�A`_
,,�� 0 11AP00"
mc,ilOR 0 I' �-
L ��_ - L-I I
0 AJITEPMATI El ft=21M
,Q-KLO.,U-ILIA�VIR12JPA-H�lif��-ILZ
AO ... "'!'VE )IIIII W99141INGS
III T", � SCALE 30=`
MAXIMUM A.5,12, DESIGN PRESSURE.RATINQ 62,2,f-) AN2 08HEM914DING .MAXIMUM ANOOR-SPAM9
SCHED- E 10-KWALAR.111) EANEL i1=10STAU.Ill 0_$199-Cluffs
(L"RAUID ONE-Y r0F PRENEI-0,1IN'STALLATIDNS AS PER SECTIONS I Tr,q!J 6, CIN CHEM 4 & 5)
bil IS'D.
MAXIMUM
MCFM SPAI
FOR MR
ED PER SCHIEDULL
___ *
ftl-,W
AR,vc_E
____ -
AM,MRARM -
N" A�S,D
MkiAl ANORDRIS
SPAOI "
WN 9Z. PEP SERI
BELOR, lk
APPLICABI
micillititu j
DESIOu
IRESSLIRE
�O SECTK__
0
zVEIL
tEl
-M--i
AAEi
FA,S_
SEDT"A
j
AT'
_'
'I
_-AAEQN
PANCILMATE
SOI FEMALE
ID
PANOU&I
PLUS.
ZAMAC-NAILAI
.
CRUK__1V
- I-
TAPOCIN SOAXO
PANEINIATE
FLUS
ZAVAC-RAI CALK-W
R`I
'It
_ � I'll ...
-- - �-41 L W_
.
Rl
1
A
T'.
,,�R�
%- ,
RADItS
It MY
1
'
�Il
__
- -
;:�Z; t;7
.-ME11 .
1 �
_
tT
.4WV_
-
""
""
IS 1
�
114, 4 I,"
- . -
I 3,
, I, .
,,_;� ,�
__ _ , I
, I 12'
__
2:_ 21p",_
'"
I LITE)
.. � -
15, V 11.
- _ '
- !�1,11?.
3' II I i7'
_1 1
t �" , LYK
. � I i __
'" 11 �
�
11
__i�
-
!?1. L. 11 -
, _S�
I A,
W I Ir
PL-7-Tv
�3' � 'r
% WrTCAQ
a" " I"- !T ,�
_n L � -'/"
, r, �
-
_Tj�
,,, 'I ,
T.,
;�5; 'r
, r
, r
I � . - , r
[.1
[.1
[.1
�
� 'ERMl.
� Ir
-1
1= - 9 jj�
'
, S= c i2*
-
'3�-- --r
-
� CTCP)
7; - --- Ir ! � L/E
7 0/2' 5 -
___ -
` �-,I
, .,
-
-3'0'
1-
, Z�_
, 3, � r 0 v-
- I 6 /2,
!_ �I
1 A �� IFIA
'y
I
.
1 1 _3
-
--- i -
� .;. 12:
131- 1_1�i_
!- � �7_
-
13 = . -,2.
___
-lix � iW
- .
!3 1 I--;-
---
2 ( __
BOTTOW
-
3 ITOP)
. , __
Y-8,
. ___
10 vri7 1 ,�I� 6 lfr
-
10 1/7'�7 1,27 13- I TE'
, , __ -
- _'�; �,r �
I
1
5�_,C I
�
� 3-,* 1 ,��
_* - - ____ __
I, : I I'
-1 T _,��-
. - l-3.--
- __ --- __ - ,
- , . - __"_
2- I�:-__I__IL'_J_Tf.'_
.
, --- 3- j 7,_ - __12L_�_%ll
__ir 1 7' . 13 .
� L_ �
-
T3* !R I/2-
I S� �q 'E2,
r
11
I r E - %-'r
- 1/7'
ir C
_;�_i _1,�
2 ,1KT!Rl
____
3 1!2!)___
-,I
I
4 ___
- I ..
j,
�
I� I/T,U2 II/1"S 1/,,16
l/4,
1� "'I'll 2, i "',
- : -
.1 I/.- i 6 V.,
3 ieclliol
OR
� ;? ,/2
7 1/2 I -
- �. It-
`
6 -�,- 4-! il: "w
-,-.
_-, �i
I ;�
7 � 1
I
. �1`1 4 i-7,iw
.
f-PTEM)
CAR
11
l il
. - J,.
1� . 1� K* � a"
__ ��
, . -.
6 ,�
, I I, I R
r I
- _-- -, - -
-- .
1` - 5
�7 . -
IEF-
I __—
M� - . 1/2-
' -
__...r__r_
4 JV�P)
- -
LESS
�
_-__ ___
. I �, /V
I I- E I 2
. Ltl� � ' � '
, � �
_�3 - 1�,l ,
IL -
__�
4.
E�, , � -
. 1-11, 1_j_ � .
R III J, t T �I71:` I�
. -
�EPI
`��-_
-
ll
I
.
.
-
a
=
I
0, -
- : _ ..___
§
il, I.'
------- -
T3, '� "'
E I - - a � t
__ ,-- __ -
13- � 12=_ - IS-
- I
__ 13 , !I, 13'
- � �
- r �
� is-___
Tj�
- __
III;
- -' -- j 1
_1y ,3*
_�_ -
!a- j 13'
__ 1
�. -
'3� ,I2.
�E; I -
__ , _ t2'
-., -
R1 _ �_ . � :1� _
,
1, TW
, �
:3- : la-
------ ---.------
1
t�uErllyw) �
5 (TOP � -
-
t tciorlal
.. -
, - - F � �2' -
-.---- ---
. ---i:k-F_
D � 'i I/'2' 13' 1 �[3*
, , - - L
". r .. 2
'I 13_
- , � -
'. I -
-
-
�3- [ V 1/2'
V [ -
- C_ I - -_
__ - _�
12- � 9 Rf2'
--- -
� 'P�'
5 1112', -_ t' 'I. -
____ __- I
- . r .--
--- , �V 1/7, - 13, -_ -
.0, - I 6*
10 1/2' 7 I'l-., I 3! 6-
- . _
,
tj?l
5 (TOP)
5 'Eva-wi
—
�
�
.
I
,�- 1 !, I ,0 I /2,
- - -
- � . I, -
. f, � 6 T/4'
1 A= A, I /I,
- ______ I
6 � 6 1/,i*
,
I'AAA, _ERA
I- w -
---t
-
_______
11' 3 T3- I L' .
I,.*,6 1/4' 6 1/4"
!-.1
� - -'-3-'
, 5 l/.,
�E_ L ,3.
- � -
73- 1 1
; �
- ! -
IT. Le
__ __
'
I I /�`� 6 ,
4 (TC,P)
__
0 RE
AY7 **�.
7!A �75
, 1, iz
- ---.--
0 T'(V, � 6 IY4,
� I/2- r5 1/2- , I,
.1 - - - -
- � - - It �7-,d
a i�4 A
L
"':11
e ful
--- - -
LEVIC..)
,
I
; TO
PI
"
I " TIE
___
� � � 1 1/2'
I,
!�, 1�-I_�2,
�
__
lj� 'L:
- ... 1�� ..
I'll _ - � T�� 1 I
41 ��`
o II
.. .- .1
�� -
IV I RE,
iR __.Jj�t 'I��I,
Vp
_ ___ -
t " � 4 .
.
� E.
11, ! It-1/2,
_ "
Ir , I 1
-
t 06#1
. �� _
I 111ICTIm"
I--
rITill
—
r77779r 7 -_ �To 1,12*
__
"
L-!�-I!RE' =-'-': � .R�'�
__
I 6 i
I: �� I
� -:I:K-
-
' -` "'I '!��_
- .. -
I �_ A'
- ml�-IRR�l - i r 1 ",
4 ` - 11 _�/ -1
n�_4
,,-,, r Cc, I
13: e
-
-Q,,
, ,
_,_, �
I MI
I Oil
I L I
I
—
_... -
lj� � 7 3 n-
- - ___
13, � a 13,
,O�
- _
-3. 1 'P.
_1 I
,�
I;'_j___.__._._
- - - 11-1 -
,3- iqlt 1,12'
_. .-----
2 ITOP)
", 13- I 10 1/2-
- -
Ty � A I/,-
, _
,,, r _ 1
� L2k
__ __
__�T___ _j ,
5/2
7 I ,
2 f-1co"
=
.
i
-
I
I _. I
-��'__L _'/;�
, _ _r_ ___
,
� _"
3, il
_
I'D 1/2'
___ -
-
- I
- III) 1/2l"
-
t it -
a"
,3' � 7=
--- �
2 (Ol
�_
� . � jy,
7
H2 L- ___ __ --
-
'v= .
- : 9 ,/2-
-
-
Ry Ei
�5 ._LL_! -1
_VrT
_ I
-TrOul
.-
i
i
i
_.
i
.
I
r --'j�
". __
III I _ � J!ID
R? I/V17 I/. - I/.
� I'll, ..... ..... _. _.... � -
,� 6 - i? t/2-
__!:. . .�'
". _ ---'-L -
t ER,
- � - - -
, -
-
1/2
0 T/2
I.. -
, -
11
�zr 111) 1/2,11.
__
12 I/2�ft` T_/ _.'
E I I 10,
�
- .
.
_ - I.,
...12'i Rl
� .
- r' -
� ---
_C
- ... S--j-5 112,
5 I - L �
- - -
w 7��
6 I14. � - �
3 (Toill
___
(EDI)
te __67
W_'U
-D.
yl� -, ----------
, ., . . 'IV
-
jj:'�V� �/�_�
..
, I I �l
I. " 2
_
_ � -
- -
a I l
, �
, _pz'
"
�-;','ii_ ; If -
�2, . -
"
RE ,
r - -
6' I
- ----
z -
- �
0 1/2 � 7 1 rl- IILL_K -
- 6 T/� 6 I/4-
_... - �_.-_ � - -- -
4 I)IE, I v 6 1/2"� 2 I /I*
� ,
� . L - I ___
i �;�i; � =
� � - ". I
-
-W�-tI
� Dol �
3 MOTTW)
-;�- � __
, ,,;gi
___
11 I
"l
�__M= - I
w-El.
TO
, .
,-,
I , -, , �_
__ -1
- - �
V �j
_ IC _L!!E
_ , _
�- -.E
_ � -
- i�
,37 : 7- -.3- I
I 12 1/2.12 1/2-
- .1.1
'�;-- . 7-, , � ____ -, � . .....
-1 5 T/r
R
-1. .__ - ___ � -
- �A � "2I � .
, r� --- I
_j�
-
7 I 7,
�
I F , - -
-
�3i
"ril�l
� I - I -
� 4 � lik . mlhi�
-
I
I 'S' ,-'-I'lK
_,j�
I ,i� IT-
.__ .
- - I 11 __ 1-
____
1�:, IQ I/I'll
� ___
r-
ifi� �
,
_Tl�z_
- "
'13-
IS CfL_l
il
13, /2-1 l3l� 13,
, __ -
:
__L3L_i _:K_
9,
I _2:�i --I �,�F
L,2 t .3 1 _tr.
__ __
- - .
i
zlil
I
i
9
�- 1.-l-
-
RD- ��- � LZ'
, _____
-'r 1
If; 1/2�
__
-
!3" 1
_ lli!.22T
- Ir
n 'V�_]`
- WI
I
1 7,
k
is (slixTECIIII
i - _7* . j�- , y
2i ,�
I 1 " - - - ___
i�
I,- — I
I -
__" .
":;� I
, III
l"
- _�.
I- 1/2-
:i 6-i�j;� i- �-ii� I,' ti�
7 !/I'�5 !/2- ,J- 4 1/7'
,
S
6 ?TOI I
- I
I_' I -
. __ -
16 MP)
. -A
I
1-1'-��w
__
. �i- -�3'
IQ 1/7'
�r 10 1/2'
1 I I _
.. .- �
- I - I'll If. , �.'
__
,4-;
- -
-
- i - L -1/f —1-r
!----)
L
-
- -
-
6_,:.x116_lE;�i_,7e
- -
- - - 9 -
6 I ig I/I-Ir
(GOTT-:4
I
—
�__�
11 Al - - * - - - - _ - - -
�
- AAmwoA vill &1AI AND uJIMINil WE IDSIARCE Al -M 1). TRIAS SDIMAL Il CD ;
I �
I Ins 11"AN �.__ DR: 5`*RUDU`C- - .A."I'm Ift- - -Ift"'NG SFA_ � (N i
9 lIti,cmu PC i,V PE,iD,,V0 F �i �_ r.'s OPIQATICA ;6 K Posigal "I sRo,::AI;
i , j
I POURED RiSIAC �� SWU. PUT ML =ll III" .� SA G TRAIKAIET) PRAL All AOXACA 1 i
" III
= AA`AAAL
1.11 __ --I
�le. i/q,. TV r
I " A'ri'. 0,.
4161;�� I -
- Ax
ANCHOR All L'.
TAMNA� Rill limill . IAIRQ- Pul tlocx
-..---
URRINTI All VA004 (41�
5 - 3
1 1
"'
, �
2 ,/; I
, I �_ __
Villowl to. '71RIEVE'll (�)
. ��_ __ � 1
I iR
-
i
I
- 1 3 __ i
-
�
z � In*
. I.. �.....
IMP`AAQiT VIRMIRRI,
.. . __
� F i, ,,I,
--3 ,,V--
a - -
_,�
,
�em.Lu_)
FAEll"
-
,��
r inil
__ __
.45 . --'T--
�
�� � : -
7_�
� � �
o � ,I��r . I -
x ,
i __
R.,
— I Ir.
-
I I "
11
I
,
I - I.
_. -
Ii Ell
ilm J�
I '.
--
- 14111�14 SPACM �D IS LISI = g FOR MAX. ALSO.
OLE
1- =(--L,=y-�--,)- PANEL LENGMIS WHEN SPACEER is M,
I . ___.____.... I
____ -
12==N=u4_dft1 a
AS.DC OMN LWD
—
MA*" PANEL
U3*IrH
- __ -
40 III `OR LESS
__
Is'-ff,
> 40 PSIE TO 50 RSF
,,,-,,.
____
> I P.V %i ME IRSF
—
V, - I I , I
__
6 Ell PANEL LEN(irkiS ARE ONLY VALID FOR INKSALLATIM
W1 SOLID SET ANCRORS & VC/ .�4 SPACER AT !2 112' D.C.
FLORIDA RUILOUNG CODE �NDIR High 'ERVACEIRY Narrftol
. ___
_ -
INMALLAMQN, ,.,D-l�TALL-$-..F..QL.Llg--S-A-MTY-FAMELZ
� N'TO PQU8FD..,SQN.Q,R_ETE__.9Y CONCR �� OLOCKA-M—CURM
.
1/�_, TAPCON "ISTING POURED 1/4-. IAKOR EXPI POUVW ;/-'# TAPCJI ll POURED t/�'* TAPVCN pl -WREQ,
.
Q.r tONCA117E CA CtMCREITE OR ANCI & P' O,C CONCRETE V9 Cowlim or,
ANCROR a 9' _ ANCKA 0 9* Oc OCHOR a 91 Oz
, /,
��, ,,, CONI y��. � CONCRETE BLOCK ?Ei� Ir CONCRI Ell I 0ONCRI RUDER
E�', : -1r,7-, BLOCK , �11`
"
� , , �, , �, I MEMV.
, RfCURED� PtORJIRE�i REQUIRED
I , , " � J� "
_� , .� ' I I �
� , I I I" V , I , 1, I , I
) ,��Ii '! � R I. ,�(� 11 (i) ."_,� I Y 4111
: ( I I � ",
. , ,
I -
�
R ", " I 12, j � �� IJ2, J. - � i ,.:,� , 1/2
1 I , I / * . - : � , 1/2- , 11 II I ,A'
" 4 � I
�
_" - � , : ��� IT/4 . , — I
,
� . .� MAX - - , �� _ WAX , � I., � I'll, - .4ft,,,,I III
� . ,. . __ � - - - _--VI 11-1 , I—
I
��
I � I I ,
- � I , I I . I'll t �
i, I , I �_ 11 �
" ,�, r ,
I
,.: I I ', ".,� . ED.* � �' . i
I � 11
.. , - ,
I, D.. . � C D.- I ... � L�- : '"I i
.. .
11 , ,� "
. .,� , i I 1 i I' i
i � . 1 I �. �ct
: ,.. "; I I I
I
: :1, , %'R. , ����:�:? 1: , � : � : R � '
���, , " ,,� I ,.. �,� , ,,,� , ,
,
: i I , I I ::: :: " , , - I
I R, 1� , ,,:',, � �,, I '�'�'/""�R'. ' _;-�� � 'I , _�
, 2�' LL�6" 1�, , !
, -, :: : :: _ "- -
� � � "", ���:� I ,� �� :! � ! /
`�
.1 I ;:: �0� �:
,�.IRRRL: .
I III �� R. ., � IT ,� � , -, I 4 �� �:LAL� III- r 1 r- I
), � ,J) ,
,
� , [
11 t .- W �
Ij I' WRI. I I 9 h, "A.. I
i i �
11
11- SEPARA$10i - N SEPAPA''DUS1 -3
:� I � h� � It � ( - - - IO cgjllls I _ ! 9 ":-Z-� 1.
�,;a� - -
Exil . 9 � i 9...l N �� PTP44
- I ! �� El E=�rl I I -
�� I I I � CLASS 11 .-
��
i, � I, � .41 , �[ .
I AS-5 � - : 11 , I - - k 1i III -.!p , _ : ; � ,
, � , 11 ,
� I " " -� 1 0 am AIR AIR1
, =7 ," � I I A i
- - I-Arl 4
IR�11 ; R �F�T, I I I H � I
�� � t
I
t I I 1i I I I I � � �� ,
, is
� �� i 11 lll� I :� , 10 ]I � ,�i , �
�� � 'I' ,I
I,_ '' 0 1 W. Ili 11 I Ml �Ll VAX,
I I 11 I L I!
71
III I Ii ARAD LLEIRI Ri� Z ! 61 Voll LEOCT'R I I� , I PANREL LIl A � , I � It' RIARRI, Ltil
1
I
, - TOm W ,� I, M � � 0
1 I (SE. ECCAll __ �
� � � i %E L�CVAICRRI ft � - __ __ Ort LIEVALE; to - I ME ILI-*TTI
ON IZ) � IL 010 Sl '?) 1 ON 9VE All 0 ,
I I, I 5HEET � I I x .... IDR ER,EET 12,
I it 9- t
, ! :
I I i� I i �_�T- 4 , -
11--SEPAPI -t I I � - - : ,
, ,
it f,
Ii IT) 11 I N TO G,Az� =r �
DILAL�_� i t 11 I-' � I __
� . , � � 4 !I:-- - 1 .. !
31 r 1� �
I -
I I 9 : V� ` If I 2 � 11 � -
_�-_ I I .: '-,I-- " -
E I `- : `J I
. I ,,,, I I I I R,R,l ,, I 11 I,
�1�7:� ::7,,"�',
I � 1, , �
I , � � :::: ��::
: � L/ E
I
I
; :� :1 , ,Il�
, . � r 4 4 ", - "�, � � �' ,,L
� . ,::�; � � ,I� � I I, . , �� 1, i:,:: �l �,�, " �
� " � I 4) ir,
,--- � ��,, "��,� I I I
:��:: - I j�
I
: , �_ .r, , , I i e
: I j) ,
� - I-1- �,-,
E.D , �,� - ED. . , I E-0 . .� . 1:�� � -01 , "
� � z �"`:�, I
�, - � , I k -1 " 1 j
. ., - . , .,
- � ,
,
'. .1 - . - r
" �� I f
I � jl� 113 �, -A� I "',_,',
I , I r �j _
; I I
I . _!
,.;� I , . I I 1 I . ,.�l -
I _
. ;, . I � �_, ,
1. .,/r I :, . 11 Is u ur , I I .... I
" "',
� I � ,,� , _" _j ! I
11
(,,"I � � 1. ,� 11
, ��] I 4 . .,� 1, � C
Cc '�
i��
id
I
� . R_ � �
" _lI "I I ��, �', R11
7 _j I �� . 1._-.1, �
71"", F�l 7__.L. .. . , , ED '3 RRIN I
I I R I _11l - _ , . ,,, I' ". 141. R�V0 il 1 �,
, � � .,�,;�, - I �I,� i � i221il
� .� .� � 11 !: I - I , I al
6 , I,, 1: : ���
- , � �':
� : � T i 1, I - "' -, ,I- , ,� "' � ; 11,'� =;1: , ", V, 12 1)� ,`C� �� III IE Z�� 6 C
I �, - I .. , ��
: , - " ,j�� I 14�
� �)
i, � �, �': ,,, "I
R I 1-:11 ,
I , ./4-. TAI
/4-0 TAPOCIN 1/4'. T-ICI�r.
-
. �ICKW a 9' O.0 ANI 0 9, a C AAtK* & 9* Oz ANCHOR 0 9' OC
i DIII POURED CONCRETE OR [XiSVIl PT)URED CONCRIETE CA E-14161ING POO-I CORKIRM OR VOSTIN5 P" jqa C"TtlJOIll 11*
I
I r"'ONCRVE Ell nQuil OYNCIRE-711T RLDC4� REWIRED COINCRI SLOLIE REQUIRED. �MxTmm kol RTOLEIRM
5,LC �_]R�z �, -.1a ff.D1Wh_E__2A SUMN-13-- 2A
R-Ko ,a O�R N
D &_ - Lu IV P,A,NE #__MULAa__EAHELa 9 UFE SAaU FA EL
I WALL ADMINGS WALL MgMill
SCALE 3/8' ".0 Ill',l SL_�, 31ltI
ol 011147
k , rki ""!",
I All,-
. ?N,��__.. d;;lL ,&,,
NRE TWEETER 15 * is FOR KRRRRU��Tll UK *", ,,,0t1Si`.r:?%
I �—
I
'Ilf-1.
TYPE & IRPICURRUR ISR AICTIJ�JLIRRIE ,,,, PIPE- I I .
.. -
7�Q==ARE RD MATE 1 =_- � -- �. __ - -, S
.1KRRR_S,AAm�0TL `A,D __ I ARVATUR. RIVRPRPI -A— 11-t -1 M I No. 44167 FLORIDA BUILDING CODE (N.n With ValocRy Kij,ic,l Zone)
- - = *. : Ili
A :
� A- PRITWE A$C - - .. I =
r �ATAJLL FOR El- =s %,?`.=_1. IE __-) � : * = M,%VA ll� - 1,A
1 --1 - - 1 . 727GAGE GALVARNIZED SNLL sr.ft PANEL
Rrzi.�- , �_Eil I -1, STATE Dit .' z uk-- I
_- -_
i uA W-Cmu IIAE:��.A isp,e,w . ��� I .R�' , za�t �,--- -
ON .
�_ Rtt,l 5I - � . I: - -,
, A�_rril el 11K "P_=rn1ERS I. - Aill MW ww" woo E=W 1, - 01_=?,;� ��_ 'l"'C""'
� �4�, \ CLOSAL PROTECTION PRODUCTS, LLC.
=LIE C Oi
I R" IN, IRM
:$_ III* "I'll � I P0VIRRI v3E " 0,
U, I __ �_ 11 -.
- 1-1 IRIX-Twfals —igii'MR .
�i '�_"4.0
'U. Rl Ili I '. ;,0,1�1 .11 ,E,,� I Pill 10, N NOW.
, III,= �&R, , , IL, , . ,I
[R ING WIl elilit, � r"' 11--__ , 'n , DIRK, I ,0I
ICERERR� i � �R, "I"i
I
I
,ff ", _. A -PAR !�_M
I Cil S, X`l..",AT,T 'r.'It"I'l,". , 1. II. 11 _ - aill PIRRE, � VAI UMI (�MARE17,ll
W' ' 1 -
F E�AE, . - - I - -
� VK�R 'ME OR 'CES - =11 I — - In I!!
i 1 12. - ,lz tt,&,-�T�M,lir , Pill, � �_� �_�
I I
w,M2,D . " :l IT,
T I- A I �_A_._
- - -
.
2'
W'.
JzAl
I J
. I
-
. M � I ,
I
I
-
.l 0
.- .
I 4 �!"4
�, - - - P
I
=
-
� I MI.
-
-
E EREPAI
. -
I .0 (�AII
it". .KON
-AAAAVVA 0 9* ac.
I
� i
t t ii
W , 1/4-
. . LW I
.1 �, " __ - - I I
66 ' - I , i
I'll, � I __ _08100r - 1
EID I . � I
,
Il .. �,, I �
PLATE 1.
k1tairl . I
F-1, -
,
I I
I I
R
i
� -1 i I
i i, J J
ALURNATIVE R-3AW
2 RFGULAR PAI
I I I.,,
i'�_l ,,I
I 4 `� E
; z E. t12-3
-
.
,
I 1 =-Zill_ , 1
4
1 1, Il
.
A 1.4. LJ-NR:Lll
I REEC ELDiAT'cV
� � -
I
I
I
I A. S"m lz
i 1
4 If
� �� k,/2
I I
I
T I
I it I U:P ix
I
I
i___ E .
,
__ -
PANELMAIC TlL15
R CP 12 I,,- OC
I
111111���W
LL MOUNTINGS Ai�k..�:.114i;p-,
� L14SZ-A--r lA__j- - �7"��EN4`%,
I I - �.
z .1
Z � jq 416L %
__ _�L _
= R, � TV _1
i � 11
;� l �
0
(3)
a)
C_
(j)
-0
—
Co
>
(1)
C-
_f_j
0
L_
a)
a)
L
0-
0_
C
o
_0
2
=
llla_"
Ca
0
-0
10
—
0-
U)
.
a)
I—=
=
=
0
ICU
0
-
-9
.L.-
-0
=
0
=
L_
ca.
C
0
W
3�:
0
.
Co
UL_
4-
0
—
>
.
U)
1E
(D
"
""I
"
0_
�--
ccnu
M
40-
. 9--
-
-M
C/)
C:)-
R<
a -
i
4
z
z
W
mi
- I _Ir�
.:,_�,
i I-PULD I--
- --� REWIRED
1 _-,
I.-,
Cn
I -I /
r-: A - -
=_
1.
I
i .
a)
�
� I I I J� ot
�, ; I
I I ["!
(D
0)
1�_, i IT ... I'ii
11 _ �_I,l
� ,I 414EElamll L I �
I
=
_
j .. '1/2' t , 1/�'
I i � : 7 __�k Ril
I I _____5Ir __ __ ____
�
_4__j
W
_- I
- I L,
� ,
I I I
-1-0
i Ml 1. �
- 'I C!
L _____ �
I 1 —,
i
Lt;tFt± . I � k
I �� -
=3
ICU
I I I . R,_1,:�
I I I
>
M 11 - �_. �z.:��v
I
N I. �, - - .
. A AT 4P�
C"""""""""
0
L_
I', ...
- � i
;f , � � - ,
'41,1",
!
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0_
I R'� I A %, III
� I,' PANEL UNGTH.
11 a I ___ _ - 1-
[I " I � I'sa n-LIAT,04
I
It . � 11
k . CAA s"Em qz�
_T __ __ - i
44
I
U)
0-
<
it
9 .
.,1 _____ � LL 6 � !
.,
-1 ,
. � A.
it I- 14�1 I � I 1__� .
J-- I I- 11 I
SEPAIIII - J
a ,C CLASS I I
,
�
..;
,_, L
� "
_ -1
(D
A -I
0
f J_
r-t r_1 � I V
. __ � 1,11',
___ _11 A
1__'��L
=3
L ." - I I -
_� r
i I : 0 RM,
� L _
� r r�_
T_'*�H
C
-0
1AA _ I - I --- L' - -
VR/\
//1"
0
�
� �1`__ 1.
t ,
2*." A-; � . I I
j, i, I I
1�tl
�
M
L_
�� __ � � I�
I � I
0-
EIAIE
f0kil I ,I I I ,,,0 PAAALAAFEI�&;UAL REVIEW ASSIST
, I I I � :_ ANPAICA a I 2 IV '
I A
I i
7 ftual Review Assi '
1_1
L-�
0
CD
,
t i - ,
I I-
. � , - Plans Review completed
and
app
I
ove4d
U)
L
ERIbil En'. It for compliance with the:?C20
1
FB
7th L.
ICU
M
.-,
Editic�-r. I)y Deblr�p, A r- i�� lfl�:
-
hr PX2
hr PX21
00 L.
1. INSTRA(LATION ARE ONLY O41-10 F`]iE MAX. A.S.V -'n L STAIJI: - � Zg
DESIGN PRESSURE RATINGS [*�� fl AND �"R S, ��% 114 0 R ii, __ �, - V� -- ��
, ,��_
, " --,-be- _.,_-__
il AS PEP ELEVATION Om SAiEET 12. -,,. X" �
2, -OR VIEW WOOD FRAME CONSTRil WOCID """"', "i � -� e, ,_,-�
,,� ,; ,/ -�,_-
MEMPERS I 0 BE SOUNERN Ell NIC 2, W/ SPECIFIC ,.R� "il �,
DENSirr OF EL55 OR EMAI. ..---
I It. /9CA0�,IERZC
==,�1.11"""""IllI.",.",-",,-",--,----1-11 ..... ,',`."-","-`, I .. . . ... . ... ........ . . � ............... .. . "'77.; ....... .... . . .. � - --J��.� ... ...... . __._.'_
Lu
I,— FLORIDA BUILOW5 CODE (NaR_!!!gh Yefil Hwirle.rilu Ell
I�
',�,I�711..= I._l.t � . __
, 1 24 UGE tALRE"1210 STEEL STORM PANEL "� <
il AE
,.--- _ __ -
/ �A_ _. - . " 0
- __ , I L - 4- -7
11 L ` C 0,,, \ aoslitt. Pnncrm PI LLD. "`AAA
lt.,I, III'll.
=,WV�Iit.* r=&Xr1_"L Dil IRL 111t. M
- tIVALlitill "., '. A-ARPRI j 20-175
- 1�1_;t 1RX1__ _� � — .. .,l __,_..� PTAVI .. <
- _r � ,
_j
0-
SHEET NO.
SH 1.4
for
At
0
#
W
_hl 1/1 8,
- FWEZIW/16 MOWN"
I -_ -hIi SEffTKFN E-11 It ALlERMXrh1E 1i UM SHEFY 18� . L -
-I -!' n -
I: ve, I.. . �
VSL I mil: , o
I
4"SEE ei 2� i a - I, i_-0) *Ni 2)
_'_L___----_ _. -- -_ - �
5A.& I i I - 1/y
jl,iAk' . ,--L--'-L ....
, I -
V W:. CEO - -- - __ �__;�_ . - I-
C, � - � ____ ___ ____ .1 _____:;i11 _3;;G-� .j2WN-..
. -
I L I
� . _ -,
1 --------T - __ . I--- I'l 11,
_M? 71 ---G7-T - __ * 11OF 1 1 .
,', T� 01 , . � i ' z _- - - , .
�
. �11 . I I
. I . . I 4 ; I
I . : : . ; 1 ,
� I ; I .
I � I , � 4
� I . ; ! i I . . F � iii
I I I I I :
. . I ! 2 : L I I
I i I . ; Al � "k.
� � : I
I I I
� I I L
i � I I : I ; � I [ � - 1: I I 1 : i DAXt:
: � � I � ' - 1 ' I
I
; I � ; � I - L I � I I L I � 1 i (,V� �i
I � , F �
.
� i : - J; � i '- - I : I - - L
',[ - � ?j i
. -.I ". ; F [?T .
- I -
I � - - . � _ �_[ !�� L��' 7- � � I .1,
"
I � I � ,o I I I I I I I i I I I .
I 7 , I ! , -
` � - i �OrTECJI iiiLli,Si) I �Frli`IA:Illi' iidllij� I � I I I 1 Sir V
L I i : LIN'I: RHIIH F4 1iiL i I COLI!, FANFL , fir":
I;[F L 11 1, !! I
I I [ �
IiIhi�� M,�, � : �! 1 �1: 1: 1,011i"i, I, �� 4
I
I
I i I I
F � I , � I � 1 � 1 � �_,.
I � I
. [ L ''ILAII: "ii JI
— ""', I I � I 1 i I I" I � �, 117 I " "'
1� I I i , I'll
I
I 11 i *L 1� � � "o � � ii � � �� �
ii III 2. �'.' � I : 1 1 � I I I
i
I L - � I � * - � � � � ,- i �� , , 1,
I For, ! I 13 I I Ilil, I, r, I I
4F "I , � I , � � in,
, , , � I - i I 'I � I � ), � I I ,
, I � : � ,
: I 1 11,
:
I
� � - 1 I i . I L I � I - I �
I I � 1 I � I . � ! I :� I � � � I4 I
I i i . 1 , � I
�; � : I i I I : � � ff1F_1'f_I PITCLI,�Pr ,,�,L,.i,r,
I � I � i � I � I � I : ' � 'I ,P
i I I � I � ! [ � I LNt ALIPULAi
I
I L
i 1 � � � 1 I I I I � I
I ' I � , Ij . , [ ! � 11
�
�I � - � L '- __ --- �� .! � 'I -_ . � I i � � ! � ,?Orl `S'�,""i"��r I Si F!"��M'
I I � � � I
i r ;
. � .".
. - - __ __ - - � �, i-
,
I � r � � � I � I I , , � . i
I I . . �
I- i ; F _[ ` i. _ -"I � , �- �- L:'�--[ L I � -, -- , ' e1j,
i : ! I , - � � 1
L I � ' I _
- -
� ; ; i,,! , 1 i � , , -r�+ 114--i j ----- I- � _ r � -!�_- � � - f - L
. ! r I i , � ;_; 1-1 r-r-7 f�
� ; ' :
--j.j-l-t.-'-J-I,.LJ-�-LL.L-J-j-Ll---I�l-IL�- r.L�_L_ _J_� L _L _J I L L _J_�_I Z i- _j _J_ L 1 _j -J-1 � I I
F____1 - -_ _____ -, - . ___ .. . .... ...... -
. � � i ,` � . IF I I � � I .
_____ __.______.___ - _______ ----,I-- __ -.1 ,
SEE SOLD � - -.--
- II , "' -
- -
" - �, �'i
FI, FE " �- -
NOT `1C_ � - -- -
- I , ___ - -
, 1:I:I Ell & ""IR.ii rzPIA IJH O'EL7 TH 11
� � � I IsIES Iq AMC I,or,
CZ t'i,` I 8"
. Ii
110 ir. z � III I 8
_
I I "
' &AL U4�'L�,l��'l��L2N--Eg�L.-a���-��LIES-200;-,-,L-Z—HALq��� .51—ORM PiAii L51,51LEM ("t' )i
- - -L I'L.. . - ,,i "� ....
It
�,��,,El ,5,1-12'- I"
Z AE-Aii FOAMAP /,[" I CIP
. :�:, : I - �__ viii 'IF I � ,
- "'" - _,'"'" . I
I �', I 'L
C L
I I ::�,.z =-' � I _ I .- , ",
1/4" ,
I- I
%"- CAP I I
: I " I ,
L
_ SECTION, A -A -
S�ALII 3/�2_-�_ 1114-711111111
,,-,'_',�,�:-.��&�,,,
I
, '15�� - * , E 'e," .. . !;
�
� � - I N
- -
- I I
5I , �
z 1
z : f �, '
= .
=*� * ''.�
FV - :,"*
SIATEi I
I D2
i� - -4,
,
,
. � " I
I
�, � 4�I
7�0�__ �
I "
" j
II, �,,', 1,,_,,1'x,, I I _�,
-11�,111110
r�
I I
� I
:
I
� I
� I
� � �
� I
FIN�Gil`�EFF-lIt",JIG
em
*
ENr3lPFolEXRtiMi ExPaRESS
PRoauc,r EVALUATIor,oll REPC3RT
Soderribi 15,,2020
Appories do Number: -R2
I
I
L!A�IIJ
Fx PrE1116 rif NUrni ,',110,211'6421
Produtl lilonaufai PiIII Air edcon Gonotters and Class
I
filanunrclurerAddreon, I5410 Donna Road
Nilar Rollin 900i FL 33409
Product Name & Descriphon 24ga Galvanized Steel Storm Panels
Large lAsai InApact Resistant
Scope of Evaluation:
I the Florida
This Product Evaluation ROTNNFI being issueri accondaricir With THE, (borPTremi 0
Dep"iftirrent of Busuriess and Professional Reg ulation lFlondon Building Commasion) Rule C�hapter
6IG20 L"i I A.CL, for stahseade ace"inca, poTheilbod 11(d). The produclinided above has DEBT[
ifti
adandlioirevalualedassummunized Mulanoshevicorropliarocravvili Florida, Suildi Code
Seventh Edition (2020) and Is, foilhe purpose intended, BIT least equivalent IS fat;uBtrukred Pay the Code,
RoO, vahainfion ITT ItTis product shall be required follovieng prarfinerfir Flai BuYtiv Code rinadificatliPrior
FOV1,52ro;
Substantiating Date:
. PROQUC'
T EVALUATION DOCOMENT$
-31543 titled '24qa,G,arvaoUzNTd Sleet Stwov Panels (HVI-iZ & Non HVHZ)" shoole 1-5�
EX dninion g #20
proparecinhy Ergarousering EXPURNT signed & spated by Frank, Be Petri Pi Is an Integral pold of INs
Evaluation Report.
- 190T RE�JbQi
Uvitasmstalic strucuralpeilonmance has been tosteduraccordanceivinto TAS202 altalshandei pertest
repicens) 46T;ASG- 1 7 .001 by Slackwalai Tesbing, Inc
$1 Eil aschardis W test railrodu(s) Nri ASG- 1 7-001 by ShickWaiii Testing 4 finc
.
Lei NerstalurvactiesistanceTaid Cycle load" poerfrooreurnm onestai tested it, accordance�vvah TAG
201 and TAS 20 to
11HUSMAL LMINCIfflNg GALGUINII'LION!
Struchopvt enihnion0e; cialculai leave been preoaHN4 .4*h evaluate the pind"cl based on
Conexurion(vie andior Afliand anarlianto quodlily ETM lollovaing design tHent �
I �,5�"kT���riiAll1c,webilo,Spa�is
2, l�l,li�i��,i��o��i�,��,�llcmost�lli�,Sl�ioris
3L IFFISSITurn, Wess Sepahei
4, AECIDTH Standrig
160 SW 12- Avenue SDITE 106, DEERVIIi fli fiok�DA 33442
(954) 354-0650 1 (4866) a96-91;99
TEA��$E�CIRESAENGE�,("Cl;�.C,)"
ENSI_'FEAjhAjEXPRfSqLFnH
1,� 111IF-1
_,�� -
- N�._ i
,c IN? � ,
",r
I
- I -=
—
�. .,
_-�, N.-
-
-1 � � � nO
I
"I �.,. 11
7�
17,
... -
I F -_,� -_ L
_ ,� _�_
_� � �. �'
--L I IF, le" , 1,
,;
`,F__
/
' '
I
�
(�"L'1;111� r I
..---. I-
-
--
�� .I AT � - �,H�S S-AI. -ILv,A`i vF I
_':S�, FANL_r� !C', DF INS',i � L CPE
rp, -� E,k, �.NL_, ,.�,j - �jiS,,,L ,, j - N, ,, ,.,
L� ,,_iml. Hi ii� . .. _TA - __�,r,,_ r E__'c
�' loRii�
I,,' NIS-ALLF� VROM rNSH Dr I7i
_
I *
NQ�
� ,� f _� , ,
.�I!. _2 [1, 1 1 S
"�JLIJI ,�I I III : .
� 1 2CM4,11I&Iii !l. 0:911- i. k K� C r : I,v �,�,Jri _i'41;LI
I _TOAI
" JI ��:i! III 'S����, Lj� �C
'�
. IS'j, �: � i i I i'', � � � l�,� : � � 'IL �)T6�;s RA I
, i�,IJ11!111,�!Ft! tj� I 1�11,,J:IjLll I, lj�j I �j I�,
, �h I 1 'i �i,cl :11, ''ji
1�11�1� 41��I,Ii, I �
I
' ! ilja,.�, :!:,I rllll,'111111� I'd .,jO r"t "1:1,1
Ili I, �
�"'11 li ,
.�L - I
( �i I 11
Iii,E �IANFI _', ARI: Cl'ibrO 1!: T 12 IQ FQ'�,":T? k1r:K,. 1��Illcll.lrllj
l��!
I
11'pii,ij� I ` ' Yi
� �134',',Ii �', I '4'l ,�',] 14' Nl.� FS� '/B"iF,::i/3?
.
ruff FiR F4'li ,ij, k1j�,j�Si'Iiii'VI IFIIIL� �Ari �C�11`,C,kl
I P ;,i LG�ATICh _'F FAST�,I,I�R� i,1-Y Fi-_ A� FTrl--ER OF TF#,_'�
S _
� Eq,,,, �LA� F A?ij,�,, r-11
'. ,-ii, �,vjr_
-
'4� oil �'A'_[ 7i -�I,l Pll-�� Al I- -,'al�','=tT� IC _11�-Ota
I - 'A
- -
L 'RAI�, 'k: IF, A 1� J-S l� -,�O_r u�r� _,l 17 !.!:A�:L -11
'T A- -,-
Pi 'HA_� ii- 7,��INFC-'�'; IT -ICT-)V 79W,;K L;Fi'�,F, �;P��',�
- _
Ni T
I, _ ,, j ,�C,J'E ': AZJ�F,I� " _ CA, �JE -
1� - _ _ S'f :7 �,3% , - I �N C ,
- -
I - -
IANE� � I I FV�:V T f,' r A' � MAI � - H,f _,�-:,AT1,e,'-ri
I - 4 �� A PANtL
-
-
I !I
, SIII
11,11
"'
L`CL_1_1i�1._1.1! I., 111--l-I'l- I- I
� FMD, - I,
24 Fah" r,ALVAIoi SAM STOINUM PANEL 1
j S M,
1 2
I IMPII/A i.1,
—
GLOBAL. PROTECTION PRODUM . LLC I
7E 7!q 'A ,,, �_,,_ '�__ �f
- BIC ` � ,Ilv, 20-175
IT 4 LS,oQFVFIN1 o'bli., * ,,
,
` "I I .IFII: i_,Aii IIS �el-I'LlIk-ai
N1111 'It 411�11 !,O?.
_'S , ` �' I
�..
�,�, � _-LilpF, I ; -F, 1 ss� � - -.,I, .
.� L
!! _-Fl . ,
Tio ` 1P I U: . .... . 7- -
��
I i - . i if I E I , 0 L� ,,,
JIS I 'l-It 11 III "I',"",
�b. �_ L___ ZIIF��, -
--o" - F N __ 1 1� 4 -__ -E �-_r -1 N [�-
-
W - - E flavo; 2 ol`2
AMI American qhuttii and cdass - 2-1V vahize
. i Paricti
-Os (Sal d Steel Snom , ,
No 331A increase in arriviable suresshas beran tried in it,ederagis of oNs Prodicl.
Separation from glazing MF not-arim
Ed on, imUlkArKins clAsoine at Ferrid Ii 4 and FeDDiAnull factlihas.
impact Resistance -
tiance has boon demmUninTeMadols a0drrr000d in prelirlivily Smud FRA FHT,SrTi%�T, und In
L irgo Impose: Raw
Socrounlind lot In the oroirreentorl diaskilin of the priNduct
Wnd Load Resistance
This hHoded; has been d"Ped EaDINIM1,MOLA lorias as,fldictined in The SPEV srhedulftTE) Ei
� F
respective PrOduat Evaluation Dat,osTiont S,,S. ro,glinerinng dravving)
�
Installation
This firiadi shall be inslalletJ in Sit ict comp4anti, with As respective Pleduvr EvWuat'-�r. 00CUO-41 It 0
D'Embooent, noted Liver eon
enineen.li dooming), Maralf; Wain As
Product ciornporreli Shall bol vf One material specified No that product's rPsErselvai Product Fvatuarrallon
Document f,i a. curgarrierring, dinoMMini
Limitations & Conditions of Use�
Use of thus pToducl shofl he In alvel bixiarderi with the respective infoduct Evaktafion Dc,;,NrDOnt n a
enginearinp dravang) Fors mHAill MeTpin,
I
All suppinting finsl strocoriSM ShalItedeilgried Lu SIerst aUsupoeomposed foads ard 5hi ME 0, inaleovia
!SWIln�N5pl,rvj��c't�,iv�Fw-t,ozi�Ct),�i,,,c,�hed-m:, Tiostshuckae conthhoreLvdich are riot arcourited for
odi�ri ormptsckvu Ai ScIDIESILAe rmel be driti for On a she�slpecific TAII bya registurned
proleseri eripinoer.
!n I Ns p,
All components erluch are fFinnamin" Pristalied shall too Intotectild ajoNim conrowa,ro, cy'noanerizi And
atner Suchda"MI At all MATIED;
Thos ploduct has be-eirdlesialned K Lisevi,ithir, and oulaildethe HIGH Velocity HiMmi Acou (FiVii
-
RespL"fiullv.
L
f,
4 -
,I,11 -
__ .
.
,
I , , 4,�',
��___
__�*" -L
� _ _.;;
,.r _ A
'iI �
� � I.- I F?
I L,
Mi �:�Nkl:,111;1 "i" I
, �0�
", I
�: ,_'",_,__
Lank Btrinardir, ISFE
EFITSINEERING EXpai
A K004O5,49 I Ceti Auth OW
� -
160 5W 127- AVENUE SWIF the, OfEEIPLELD REACH, FLOPIDA 33442
IF954.1 354-0660 1 (966) 3e(5-0990
1 ENL�
T-A. V_ o,Er,TNMf Y.P1,C5%. COIN!
ENGINEE a lFGIENIRF55.10.
.
"
A,
'I
- a
-1 L;
,do
3; -
� .
li
I e'
I
"
7
! ft! t�","�I."�'�'I't'-"'--'��-4"'� .`F,,�` I'_ ';F 'I " "
11
I
F. i ��
� ,
.
`1
- - - I
_�
"',
` �
I
AL-A.-NAL,
. .
I .
' L - � i
I
I
- It
, 1 ,3z . � -I-,�4 I
� ir�� 4,
. I
r,, oi I
�V/
� - :
,�
I., 11�1111 11 .Z�=
oi 11 2_�
4 __
_�
I,` '�/
, 1�/
,
i _N� aa.
I" F
- f_t7l�
41IV17E_!!_�1�11
ni;*S� 0AMN
/
�
,j,: - 1�_,_
� - �_��
� -
-OWMI M192
T.'
__ �;:i_zf__� �__ I I - _LL,
:: jH
,�� �
, _ , A ooi,w xCTIi`N �111_ I Q` -
1-
�F � �.;_ L- _'�,Iii
, ", ,
- __ C,
�_ --, , J 0_w'_� , " , "�
1-1
'
"
. . A. ,L I ,,- 1,
% " __ 11
'1�I,,Fii,
11�ii.
' ' �, .4 'I 11-.1-
; ' -
' - "'R
- F Z! �
[4�1'1
, ,-- _
-- I—
-
- __ I, ` -
�, "., / 1_'. 11'� 11.1 'C."
111_�H,1�2__ I 11-- 11
1!' I
- ,,,
- . �
- "
&ixtuAwgr ,< , , ' "�n I _A*k__+ffV_r__ I
__ I I I I lZ*,k.j"`�:_ I �� I'MY __ ttL I A, i , fLi D .�, I",
. -
- z -tx - _1
Ir / ,7 '���l ��AC� --cl - / -
-
_-, -1 >�A
Gl_n_�
�.11_ E
-
�i znl
I
,�
-
__
I I 11 - -
I �
-I �,I � .1-1-
- " - _I, , I
L : � ��
-
I .A
fT> � n - �'�_
� 1 �4 WiF �L � I�111
�, O" CAJz
I / V - - ', om�;;l QS'
-1- ka_Fll� 11E/ r., - -
- - �
,,/-r,,, ,,,*!Pi�1,Fi
- /I :� ... -
111;v III 'I., 44e-4-
, `�_, P? 1-F,19,11 `
,im-i; .� , / "!�_Ii __... ..-- .....-9--
A QD_ AN QF11-:1 e.1.1 -
I-, _21 om-1_--,N
,').�� MsL
-4 �.
- . , I, I
I - � / , 1�� 1:111�`4;lra
� I.-Aad 4,17
I,IF7,�1111,1�,'�F�',
,` . . 1,
,%,do�l I-- 1
4-II�i,a`-'1,F I-- ��;�-`�� , ,I. -/- I I �, I, :r,,nj'1
� IIi1Ii1,o1,` .. _`7 1 b�;11_1
�_ I I
- INC,
, ,,, �� "
_
.-sH-.—, Z'' .4
"-Ma�
-
� -
I I
�A - -1
�� -
� 10 ,
,
_, �
.A �-
at' J�
_-z) e . lo ei
is
"'! i il-
1 .
L
-
-;.-r T6 im I
- ,
9-- 0 it-
. I i
B, Id
,
I
� , I
�,fri p ,,, 0
-
`�,
�L , 1; V V
v L , � . -
I .
,
� . 3 E
,
-
i
�
.
ED ;
2M F
Lor) A It it
-cc § - .
cc:
TO 0i 2 �' 2
I , - I
- - � n I
L - 9 ; I
,g!r� I
=:
LA
VIR 3
;z N - A
1 1
3:
U1
3 IV
� ia A
ILLI
I I
M:
<
--I
;�
`
, ,
" -- -
� 1 z ,, � -
, - - ,
� . � �
=
i. � : �
=31
I
Lrl
` Ilii'.,,,A,111.1�1 ?Z` ki I
�',��� , ! ,
,-�' EY:�
. , _ � a
.- .. _ � IrF
. . rr�,`S 6
- M , M!
.--�KA, - ii 11
-!,_� Ino .. r;, L
N1. 11 I 6 i I
, .-. . I�C`5` -1-11 ��_ / , / ,
.0 - .
� T
4;.�ll — � �: -, �_ I/ -, - 1-:_111 IF 20i
, �Z, ,'. ;��,�u; �� , 4�� -, ,/ ��
�'
` \ 'n' M`__ - 4 -
- 3i9z=z=L_
- __
QMSUTE ii
1
E
751
�
63)
70 -1.0,
I M
RMIKUMMMI M-gy-lam-014 ... 6 Nori, - lf&7t-j,F=iolfflllllq:1-di
MM—POU _9�CR_ET I
_�= �CQN �IRETE QLOCK AND WQQ0 STRUCT RES
I
i � I
- I -
- - I L___ __._JI
7XISTINC. �,Arlgoi - ; Cip TAPO&N
CONCRETE OR - � - - I
'01ACRETT PLIC. ..UR -
IT - _� I- C -.2- C -
_�/; UXIIRE,�*
.. - I ; -
" � I - __ � -_
" 9 . I
.: 1, ,-- I I - 1 V
�Anl I � #1�I, �Inx -� - - -1 - JT.�., ,tFl ,,FAE, -,
" ,- It : ;
,'.�. . - - I ,
� WOW HEACE� - i - -
SCRE. -.-- 1 7 1 S E., a I'-' rAVE,
-
Novi a 12. n.c. '_�, _�! �F, = REAli 1 I I I. EDcr IF -1
, 1. S - I I -
, �,�_� �fzl EDOF - - I : ; � -
1-1 - -C
I , 0, ,
I -
.1 : 4O t� i: _ I
. F:-,- - I L �
�
e i I .
I
L, :, I , I
I i 9 �
, - �� _� �
� , I I � -
__ - _� , I I !=1
� - "I
,_
I . I�i �, i "
I � � ::: i !� �
I
� . VII,
I I LIIIA, � ",
- ,�",j III 9,
.eD.,1_.__'i, :1 I, I,.,---- T '"] ,,,�2- "
� ��!`�" " I I I _
f , � :�t.:�� ...... I
� I ; Lroo'L, I
_��' "s
,�j III
11 A� W� L� I �� L,)
!,'s aii , .� I , � M � ,I I I
. . =0 t1l 112- , I I!/?'
. . M"d. 1� .. 1p-A 11,11 _
� r M, ftT 'All, 1
I I' Fi[II, I J I
� L , � `[�olkl I I -*
'I RPIRi N
L I - 11-t- , 4 I
, , ,
i, � 11 � /�2 !"..,, ,,A, I I,
I
,
S/,6,. 1151, i r
'I
A, - 'F PARA j"Ig
Euiawq , TO U&S's 'To -
- - __ A�_Uv'Eiari -an N i-' ,' I C,,,$; I ' ALUNVLa_V F1
r1LAS1 L � � I ILASS
I .
N, , -
I r i I , -1 � � I 1 -
�_ I` I t , ! � - L � "I I - , I -
I -
� ,-. , 1, I
L", - I N --- 11 I -_ ; I C-0-
. WA. 2 I He"
, ;i ! ! - ____ I -
-4 - 4 I � - - i P`i jlc.li, *
i,4- 11 7 1 " I H_t, _F�C�7, * ��� I" - '*- .
I �
,
- I ,� � I _.
I, I z 1, - �
�` � "I I ; -
-, . ! . - 1 ,
i, " ., ? I ! I' V � , /,-
, -
-
.- SEFIAri - -_ A ; - -
I �
� - t
ii TO G(Ass � 1- �� i "� sCPAk-TLOM li�jieasFOFAA Oax.
I
�: � - 1 50% ,r, I, ISLASS, F it . -
.. ;4. =1 f
. , 0, -I - . �
� ...
I � - - -9 11 i - 9
_�_111 ...... - - I T -
I? L
11 IF
I I I �
� 1�1 I 1"H1 r I . -
� i -1-1-11- I I � t I I
,
� 11-II.-F- 1�11 ; �2_'
I
1111, D_L,'Ii,
i , I I III I __ .- _ � .1
: . I ,0 � j . I ""I'
, : - � 1:022�1;1�::!111, -_ � , -
. 1.�,����,i,:�'.�,��:-;.jl����,�,- E, i I I -J,I .,r 7 '
,�2 '' i I.,
I
� I I 1- __ � 1 ,I I 'I
I I � I � 1 � , �_ 11 "i I I I i � I I'll IAJII (III A`k,ri
� �
� I '_ I I � ,
�/ � � I , � �,',� �1:111�
I I i ��, I I
�OA'� _ PV�R . - I l'"L'i ... 14i
A,V.1,11_'� 0 DS�,, - ,� - .1 C:,,��3%,,�Irl;r '* i � I 1"i � � PtAri;
L�ONCrF�PE 41i I ! RCI�:,JVUL,
L
� .
RE,]ILIMED
- - -
5E-CTION 1z.1 AL1ERK&1ff_UJY
�__E _-�,S�;' SCA�_E 3/8�!-
� iI -
I
-
.
I
[
I
-
-
,
I
4
I i
I =
�
�Z\
ALL AMERICAN SHUTTERS AND GLASS
24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHIZ) �
�I I /,/
III-- - - - -, 11
hirTITH 0111 VIFTET,
I
__ WER9. TO PAIIIEL SPAEP'_ I
I I
I
I/
1
I
T,? MI,UNT ( Pill - 11-m .
CU'D)
TYK A5 RCQ . Firl-DIONS
I- I
I
__T__ 1� ___..._
QETu_&A_j1�;nsTPN 11
I
. . x�UGLTNVFTJI� FMAS115REr_
I
1
I
i I I W't4GNUTrb FAST ENE) I
I r oy,?E!UAP` a VIDSPAN �VSE
� � -
i 1, I A 1"MIUIPTUATE SPA FIr TASLi
A -, �j El
- , L
, 9
a I
... . . !
.
, N �i!
, � 0
�
I
.
1
! I i
- -
-
- 1�
� i , I ; - ,
A� V
- , ;
I -
I - - .-EW
I
E
.
Tr�__j
:
,
4 '. i;
.
!
I �
I E
I I i I 1. I cgi, 1 '.
, , I � y
16gm
�
-. �1
2 �
� I I
-
;
i I
I -A
I I 1 _- -F
I I -�i 1
L�
I �L _11,11
I I I �
=-; ==_
. I / . � �
i I, �
1 I ,
ft ` i lil
� Ir I
M
1FDTTCei'OI "
(VDhN Do 1; -
R 11,1 - DSI
.
- 2 j
1, 1,_,
4 - _,U�
� L � L,4
, .
- -
_J� --" - -
---�-�,- "
_ ... T
. as PIT I'.-,�z, _ I 0, �7r,
---
r
/' T"it TY PICA L 66N"T F6
VERI ICAL MO LEVA VION
rol
_!j 911 F
ELIEvATION
TWI VILIJ!"N'
�
UODINN TYPE
1
A6 Ri
U�e
- DEAN
r � AEXE
,
- -
I 1
��� _qO11I I
I
_F! -
I
11
�I I
I
4 ;-R -� �
A, I
�
A t�I :1 . 'T . . h
� 1;� :;O I ,
-7 C-ILc*
- - AY VAR, �
- - EuOCA:lIFOEz M
li" k, I'L
i !�Z,i - 1
" -T-P
TM
k
U I
I
2_0
7-
I,-
ACT LIOM HOW F I NN
COPAN IfE I
� �
"`,�
,rp�. AS Rvq,Q11
0I,5rR,')CT1OVC,
,._�,, -0, L
1i A
,"—r�ti..�,�4AYBE,�j���ll�l�.11[r, I REQla"i
I FIRCIFil Di FFHA7 cC1r0dEC,`rFr(XEP AND
11KIIIIISA1111,111
$; , I C 51 ��H
4 OP' -
_'r"' i1,FAS;Hi
01111-11 RTEI
ISPAGNIFTS FAsliEMt, 01
SPANS Alirri 6 LIE . " � _ -
I
1APALAP5 4; F11105PAIN AfSE
APFRC#�TE SPAN TASIZ. �
VERTICAL MOUNT ELEVATION
/-7"'N (NOTCHED PANELS)
FII I,/ Al
__
ELEAE-4TION
ALLOWABLE PANEL SPAN & GLASS
SEPARATION SCHEOULE:
'I GI,U-61! P
..
il&L�
____ ____ - ____ - - __ ,
i IV EMW �v, E .- ,I, I ; ,it-
j F-V,i2.i,D,or_txC Z 11. �11FIN�1111 011 111011;
rIAIINIJI1
I
�
LIFII,a�
4�111`IFNAIIIJI
'i" li�NIGAI AIC 11
N�I�r,A'nIil ,N�T,ri,A
�
I,
li idi'll'
"I
,j1X,Ij I ,,,, I
r ,IiAF� �ri OiIt "'I'Dit
I T 11_T,� 'ill IIAID11F -,ID'L �
:
i 10
L
L � ,il F, ...
I
I. ��, �, 11, ill
�
,,, Ii
� 0 I, ,,,
I -
1 � � I �, ", I
j " ;-
I , ill
. : �11 ", 1.
i ii �, I - � . I III Ili I
i
,)I�
" F6
;,',,I �
L L 500 .1
s CE, i,
, A- " �,�I F, �
�! �,
;FIOA,F,
,� IMFF F, -1 �, "
I
, III
.
�
i , " ,
: C �� ,L � �3,�,
. I
I
'! �� %
"I'Ll
5�1 9 ,
i
- _- ': ,,,
ia -
-
A i� � IO 1i
L
11
'L -
K ,,
.�Y,, _
, , .1 I - I
I 'I -' , __ - __ ____ -, , 11 ,- -
__ ___
jPAIjbLHtUlI I I tb:
E__
-!. � -1.
-
OAD &P4hEL,FAFTfi rA __
NE HAli 4�_CIWATFLE =AkI PANEL
O T E N, Z I"
I ii o I P 1P At, SICHIF 11Q, ES V, 0 � - -, -
DiFstu
, , A N ,
, SC�,S UILF IF A,I7E�A .� FTIR 1,15-M -NITA
Pi &OF -
,,
VE N 5 L�s_ lmr� __ �fliuo.I_ TO
-
-
MEGATP,Z DISrCU LOADF
2 'PANFI T41,TFIDEPS ,OF �- LOS J�_C V,
curl 11�017H ._� VIOI.N-11- �,�!Cl�m
�Lf�L'IL�k�'��"1!:�[�vil,�o�!::W�"li _- �.I -_ _- � ��
. ilicilliE�SATo'"'IF 9� -E. -
Si C, � �
r �1:1�,��.,E--���:�2--"-�-,��,k�-
ZiIrI FXSTEFA,
L ': I I I � ��_ � -20 Ci
,:I[,. 'f� .11,11ii'liP 1$,irIr11R�7, �jr,, -
I:
21DINDRT ,XIIF�
I L����Jl�4�l�,�Tl�!l�l::Il����,��t,'���dBE7���'�-'A�L-
� -
N, CEPIA50, Or H F,RiIY5f I I IF NE' T ,15�- ECi
,
GLASS SEPARATION NOTES:
L , S,ri SCOED. .- +M - EHIZF4 � ,, CPPM4Nz
I F r __�L: 'i �_ji - ED Tr �
Eu�ahw 'ALLOViAIELE SEPARAFICON FPHX, TW_ 1��DLNG TO Ell IFICLECTEO 7
,
� SC,H'Ei is REQUIFFI FOP, I.SE AT' ,� -Z,TTIVP ,,O�OS QN1_1 I
IN" .
-APOLATIOIJ 81711FEEN I CoF AS iff - L-Ft, I FM � 0- 'ri fS, ,r5F. NfYr H 11,.Co,'
D I - '
1-11 ____ - -HC
4 FrF,.lt4STALLATSON�f,�%ITSI������� , UPOTS 1 11�- OF ESSENTIAL
, - !
- -
,A�cnles or, AsTf,, I-vii ZrAvE5 iL TFiIii �, Z L�A�S 5UEAKA�ION .
- _ -
5CHEDOLE - NFi QFFWFPED Aet - "Ei _iilF&Rmi 'i THE
1E -
PROTECTEDS)nNING is � Ct-If
I
-
-
HO":G-
:_ -IN
,B�7r .E �
� - .
.7-SiA
, _�, �,_ INH
MAXIMUM ALLOWABLE I"..__
.�� � Ii-
� __ r 7
�.WL,
�, -
", '%`�,�
I -
, -`
�, "
,id:;�� '_IA
DESIGN PRESSURES: . .. � Hao,
t
I kir.
.!'�
I'
, . T-,��
� �i r
F,��
�F,-
, L.;I!
-,,
'140.
',
jA�F'_ Ni
DESIGN NOTES: l__5=,_-13
� I no
',V
PE TEFA-�T7:j7 Jj�[C dloe�!,'LLI�L - -
KIOrlfla ANU, . T.,' - ,N PRESS .1iLA. E_
FISI, U SE WfTh THIS Sli WILL Of BliTtRMINED FTF
,4
H .
1 T
, I$
S t P A PAT E I! to r I IN E 0 U N i � I f i I ACCO R Di K E VI'l � III - L -_ -
I Al
�, f 9
�N,r� ERNPHi -.PgfT,T,Li�ff-REXIIP,bmp"�9�,.AS
lor
CFF. =ariri HFi_IiCE7,NDrloM�iiLv,P,
- ...
TERMINEDIN, Ao�co,
PI
if j
I SIFA OF THE VLOCIDA 919WENIS CODE NRA4L BE FIAO THAN
0
1
OR UA TC-Til�P(�117��'f��OP,Nfl�Xr'�IFN-,Ili���I
�11,7
I ,
> �
PRARKNEIF CAPACIT,LFALQIF6 _LSTtEIMERIEN FOP, AN,
�
4.1 1
ASSFEUMILY AS SW_f�VN.
�
� � ,
I
GENERAL NOTES:
t
�
;01 I,
-
,,
'..
3 �,L,I SPICIRICATIOh HAD BEEN L)EAftFA4SA-NIAQHA_� UP ID "'
,� - -, Y.
ACCORDANCE WITH THE RV r DO 7,
�& I R E M IV TS V � THE F"M li 8 U I E N -
�
f =JOE ... �.,D. __ - zu
,�_. F.Io.a �b.,) LLJiE INE - -,
�
, �! , , .
. � 100
TAJ� 2sl Nil AND Ica, TEST P , QL_s. :_NTRIN�Aoi &MALL.,FrI- I
, . . -
AND cc
0ftSQRM TO AU Vi IFIVILHOW --MAE ENE MOMEWE WHICH MAY
A;Ei CEIRN. CP.7TE ta, INES0110 -5 STATED , lakillf MAP Atcj�blrol!
Lot)
AJOrTicIVALSITIE SPECHT�GEALEV ENCIN-E`Ui
IM NO 33 .Lf]VL'. INC EA� IN A�VALIILJE ��FSSS HAli BEEN USED IN -�ES
�
0 C.C.TrouslFRIEN,
__ �
2 �lisrikucnl.krwmi�,�Ht<-4�iligi5mtGtits��IDSHA;, ,
- �I, AK emi NOINflist OF REi MR TIFF fiftialfi, RESIFONSTIii
-a-
0
-
�0 -fit INTEGA31DIOP ALLSUPPOId FIC&SUDO-E&IS THIS VE51CIN W"Joi
0
1
Si BE �_-,Ii.flNNATEQ F,F THE PERMITTING I CATFACTDR.
. 51i 15M.Slecc�C,5��PrI.19,�9914�%�.�,AM A VC, I-
I
�i
F
OmOe' TO DMAIT F 4 ' '"Su � ba "Pens TZAR
" -
a
H EASN. C ON TACT THI�s'lEtICL%OIANEMER'Ftl7ALTERN'A� SPAN CALFULDTONt AS
—iiiii - "
"=
,
A
d -,
OFTAILED flioi Gii AND DOME VC1 RP,V1 "a
5 �F C"OonOTI5 LOAFT
IMSUADAWON ri A FORD III MR SITE IsAi ENVE,
�2
Ll, 1 2 i
� n
S4 CONDATICY16 OCTAINSC HEREIN. AL1CJb,1lXZoCDENE-P�LNpGISTFAfL,
7E4
'�
� i I
AOcr,_-r,E.I, F F-FLH, - IN
,01"JUN, ile k7m, 1111H OCKMrit-
FIE��WPRESIIUN,E-9,Pd�'ir:FEC,HEMI.N"E�E�""rjflv,fm�NT'grrcI
� I
A I 'P
i * I
"
"rAII�,IrE�fa�ompw all 41,i, SAF1ITYFsCTr1R.
"7
=
I t'L -
- ,:1 � DA1`71nier"'Ost _=
TICAATIAT T-IFU N1F1JL�'H'rPr1En"T"`
�Z
(A .
;, i K
r
C1
I
Ek
, 'I St FASTEEIII 51 t C
'
WP,���ON-RESJ�TANT",PE�R.3ALMO�H��--�PE.YVeg�-�FECTRZA.��-
;, .1
FOR. LL HNINOM SINAL, I
NA III 14C"�Ofl 3., ON THE ALUMTM ail ASSOCii n,
"
"
' LE 'ErIfIlAr. 5TATE-ANDIFOR LOCA� ,Wbeii
INC_ &LAMY APPUCAB
;5
�
I
a ,�t$,T,0,A,J4PAai fMALi,aN24i1riS1aPftOAA
N -3
F4
sr A S - - - __
N 11�s -'C'N 'N A ... IM UODFA 7
M C I I A � . I 11 OF . IF- -_ I Si5l �
ETON. AVDGNLNLiE0 CCIA71141 11"
-
III
I
11 AOLALUMINUM9 IKJ�PEQNSSI "BE.,
- -TXAi FIMALILQ1.
i1i'Mi � - Clip E RIQ �
o,"T_._ I.l1V.D-"M.___-_L
I
x
<
Of, I", 5 Of TA`7E. JFANE� MAY bE MCAMCIFFU�_� v=EkIA�AL,T OR
P r
NO TALLry AS APFL;4IAi
�i
�2, �OMF�-FTCAINEHOAShO"O HOPEI- Ali .55ti
::�
Iox
. .
rr� _Cie,�KoO ,�ONCRE`TE ONLY, NSTAIL �1- CLOIC�.ETEARCIDO'L& PER
MAN-TiMli RECtwiHENDAi
.1
-
I
13 �M C047V�TOIE is NsforDINSIBLE T�� UJLA�, � Ea7r&ET ALL
MOMIED5I FADE 0 tZ I AILAR KATER141_t TO 0, EvOin, ELIM
�OLYSJ&
I I
011
5
I
IC ENIGINEE AFFIXED HIERE 70VALMAIsS MTRF�TURAL DES1214 AF
I
SHOEM, -ALV'RS
Liss Sr nITS 5PKFFToAFsoM � OP, -, .,
. , By CVFi
1_0M.U`Ff56SANTSMLr.5mT5 �IERFCRAUL�-YADAISAGI
Ili
9
I
IMF 4UlNIULFCA&fli APAEL_LAIE FEES AIFS�JlNG ;9-'-'N E,TEAL�
ONSPICATION, SYSTEM JERECTION, & COWMUIETION =i IF rlilo`r
- 7M 'i N
Kii -5 CAL,LM 1OR �,FL, 5TATV, IN n0tiol . 'IV.
l�El Ll.
Dr!'Ifl! INSOFTHO All
I
_% Exesov As tFaDiftsce lare""U'S' "Di ric ADDITIONAL
�,
-,A%, OWS ARN MSI&
-L"'LlONS, Co, AIFIDAIA" M.
V
IT
1. N,
If
FFATT,
"'IS Atlr�IrUON5,09��F�.A�KER��',-,�-Y�-,L�,�..�IT
ARE NOT PH1,IMFO AND INYMICAn 7HHL FRIMCATION
1.
I
Ill
PANTAI J FIALL BE PERMANENTO' LASELM Ii 4A NINW
V U 11 �,� I I) So P. L
,iiM rll� A�. fa'oro�� CONHAIVORIM 71ILA.aa1_IIIYFMPC.MET�DD
I
if
,
Il I
___ __1 _______
VISIT q -0
In ;
I 0
I-;.N.l
�
F ,!�L�
`,r, a, _ , , I
I I
� -'�" a -
- - , �I' I!,,��"A��L'' - -
- - ---VNI,
JI
7_�
1 .,L,_n= a .
-
i
- 14INN111UP-1 AILLOWASI-E SPAN SCHEDULE
�
If AWL,,-)—----- . ........... -
� P
TOP MOUNT
l
- 3 �.
� : - �
- "' ,
� � - - .
K �. - i AT -_
- ,
� I I
, x
-
k T
' ,
F 3
-
S
D
- _�
- - � _t
� � �
�x -
- � - �
� - - -
.
�
. g
- � � Y
iii �ip�. �
� M; �
,, �
- �_ �
., :i
,
� - -
1F , ,I- Oi
, -
I
� . � - i ,� �
� A�i� . 11 �
. -
I
_�
., L
,
', �
,
,� �A
, ;
-
,
!!
�,
I ! ,-I
- : L �� I
. . iii, o
,
j I 4
,
��
Eiu_!2I_.T
I 'U'
Q� I C" , ,
- ::f_T_,-L-_
-
,
..
,_
-
,�
_
-
41- - 137
, : -A- �S�
Ai i
2c I
�
z
n
- -5 iL � _
_'.5gE-_,_.i
-
D� 1 ,- I -
7, , � --� -
. ,
z`," I 2�r
x- 1 30
- - - - - -.-,�
z
w
7
�,
K�
I
j I YX i 2y
� _� I
-
.... I
3y
0
2
- -
. �
I
- Az,
.. �D
-
6 _--
:R
I
E
F
0
I'-,
___�
____ -
���ail
O�a Ai
-
IL
_.. w'_ 11!2��
A
� �,�. :�
- �
�- ;
- � �, �I_
-�
�� I =,,
t
-, ;
,,,
- -
-, . 1-1
I O_
L _� -Fe,-_-�
, _C"
-1 �
- -
Lz�_
�! *_
.'��
I
2�, -,
r
��,,
"I
A
r�_
,
",
� � :K.
-
�O`
447
'Ir �r
__�E 1=2_.-i
,7
. .
�_� ii�
____. 71 .,__�__
f �, 1 F.
-
1 �A- ___ �
, -
a §
F , 1 . �,
�
__
- -
: -
1 !i3-
_� C
,
I - '�, -
::��! 11"I'L
riI,i
. -
- �,
-
_,:�
A .1 I _'LJ2
ly � `
,
- =LjEr�
I ,I
77
Z'
-
'Ii`1i
I 2a
��:+_M
Sl ; Fr p
K
, ,ii,
1
N, �
54
t -
V�
� _,��
�.D, F �_
_M` - RZ:
� .; 5 I -� S
a. n E.
;-
i�>�, I-.
* iz�
-
,�; - -
��:
- I-.
�
"
l2 t
�11 5
M '.
, `i_ !!FT3
,
9
I. ,
�
il 11", i- - , - - t '_ ,�"I 1111, 1:111", � ... 1-1111111 I ''I � � 1- Li
,, ,F,ijI'g'L;, "r,r I ;_ �� 11 ,"'i',i7i ... � IT ,r'i 7',;_"
,:,I, ji "'li F
"i�, ,�:, i__;�__ , : _k.,I,j,,I� :,I",�'ll',�,1,,,I,F,N�,,�",:r7FE�T I
.
,I�
I .�,,�� r,IIV1` �5
IT
1, , ,4 �,_� L,;,' - � � i-IF'' ,i, I r 1 I", 'il', i'll � E�r L�
' ,
'' _ , ��'L,i I, ,' - ` _' �� ,,;L ', 1�, " "I' I , " 11 'j'':, I: , I ,�l , , - - ��
I 7;L I- - F!'Z � 2 g. -Ir�T.r ,,F'"'' , � iI_F1F:: I .'i:,, 1,111,1 I, �,i I'- �� 7 0 1
z
� 1 r.l�,�111:1': !LT � '_',1F'I,, 7IFiIIi1jLi.-11.
F., �, 1,, �� 1 , �, � -7, � - 1, �
: "� - 11
41L i0i lL, �,'�, � ""'I' - , - -
I _'F - t � PLIII�, ", - �
I._
A
(-L)j<�21IQ � ITIIBI�Qg.�AiTEjL;t4r�.,�p�glA�IL,
,_ ,,I 7 5 _Ak _LL_ _ _ _ _
,
�Q
I, 9 i ;;
,
�
, -
IS ,-,
, � �,
. 9. lk
� '�!
� ZZ - ,
-, I 9
1 !t �_F
= se :::
-
I �,i
t.n A , -
IS
ai r5
� L; A
�_& N-IL1,1I
- _! � N, - "I'l;
�= .1 �
;5
- �
, -
7 z
9
W
Fe
.
LU
7
Nii
z
14 1 - ' - - S '�4'II'i i ILI
", "", F, ,", I � IF I IIIA ,
lr,,,;",�711,11,�'ll,�li-,;,,"I
j �
< 11
, I
12 IF ,;.� V 1� f�� �i 0
f 11 I
9 R, , I I V i� I ?
A
�x -1 -A-II
� �7�� �� �
,� �
wi� �` � I- �',
�,;p,& Fr' ,,,
1pLqL
-
�JKA
1 i'fli 1
i E. - -- "
1811
I`ii " ?,
§�'11� 1,
L
11 , t i I ,-�I n'L
ILI
)W
�.�
- �,Fr
.. I , I
9 jil-
I
I ��
-
��. z,
f all;
glil ,
oL M.
I , I Y _,<� Z_ , _---,- --A, � .1 ,'- .-DN' .
__ ___ -,'s - . I , I ,
F r __ - - //I �11, - axoNeEMOAN;
" W, L �� , �_,L - - -1,_ -
- -�L�, �. 20-3i543
-� �� TO .
_F:
- -,
� �-,� .
_ � �_ - -I,"-' iiNu; ------ 1
�_,_
_____7
T_1:�No�LkgRIL��S P&NFL D�IAJL
(q).Q� _ _ _ _ -
INTEPSOR FAST[ NINL'� /01
,-12
WA
-
I
- �
2 1501 -I , " '_ �
D ,I 4JAI "
, C.OSS, , IF -
- " 2� J I. 0 o� .,.-\ .
; � V'% � __-I__ I -
. . .
I � �
11L . - - , 2`O" . j Ci,ii ev, j NAGA- _4 '��T 1 -1
- , ,,, I I __`I ;,;] ___r 625' 1 Me,
-
__5 0� 11 IFR � _ 111 W,
�
i.0-4' ,,1 16 TfP -, _ ,! ,F
I a � I � I 17� 8
_
_
J_�
�_
_
��..i
i�
�_
%T,11"� I _ _I t i I mmel
� __ ....I I
- , W�kn -
'D
""' - MD_6�1_ I __ ,�.,j . ___.I I
�, L'T'_ P_ :�� i � - � I
, - FIle ic�kC7 I L_ —1 —
1 ......... -I E_,"c"7�_ �t,.I� T� ;tSi Z OvIl" �7 -� 2noo, .- I'll, l.1001011 � ,; IU4
1 4 213,21"). 1 , A. -
_,,41 1, HEADW IrDAIM_ � i ,>� "
I Z-) F_ I _1 � Jac V�:Ji � (,-�>1f_HLOM a 05)`� �
4 i-I 2 ,iagk�eti G!esi i
,I , 1, I r
,J
I g, 1., I
1: Sll� ME - I
, i 'AFF- I 5101�_ _�I �Wl ---�-451, DL El "' I
W.&- ,Ag� L!'-�N. i; , T_
1111 i ,I , ,,,;�; Ld � a;p i
� . .� -
� __ , of i. 2i
75"FANELLEMISTH I I t-Fiiiali
- I ;_ LW
. �
Z -L AIRL D��m -
01-1-1- � ___J_ �
' _.
I - " - "" O_ _1Ea&_,-'.1 -
- 12�59CVPANEL WIEFi 6 - 111- F I - __ 16,
'�C
�_ '7��
-
D 545' 5,
, F7TT
- ;
, f � - - �
- 4=4, , r o
I t, -0.', iii! T
T_=�_anwr � isar _W �Laai L_, iaz�, _ no lui
I -E TYP �__ A_M - �R,V,Rtv
Ulm - - 2
", C,�- PTI
, v camiK_ �, 0. = nai - TiMiew Cv>=— anwrow, ".. ii �
.."
-
; I No .- (D
0 113. -
9 37�` 0
f I 0 M
i
I _��._ -PI 1_�_1611 z I
W I, '4-7i", � �_ "'. , < �, , ."
- I—, Z " -
v - I
- _U
�� ff-1 H,
-
_____, ;& IN He
. I �Q CA - g
-E,=� -1-
" n 1
___ -
� 11 11 L 1 "X0.4 ,E�,---_ = ,I
,In 1\ B,S,l, I Ti g is
�
; - - . I L "'i"'! -0.1,
,,, - ,,� , � f1hlolg -%1K iEXTE140MI , 11
` I - " .", � ILL 'It- i -,
� ' �
,�,_o F IF
. r__, ly-111 -`CDA11A1QP = 8 TO P -
,
�4QO` ", , �,Z"'CL bn�*R
-.1 _-,11. T 1-11.1.1
I !i_V A,
� Ui P I
- �-.�S'Mi - I`-
. I' SAY -, C�I, IIEIIIIIA,�.OtlI�Dii NFLAJI ____\�/__�, _\ I _\
� 11111 I I I
a i
1-Ir - I
____
', , --,-/
V __Jas_,J,�� A
_,
_ - � __/ \-j/"o \_ - I
, ii "; ", 10 - t 9
F, ,� i � In, 2�r MAY, 8
, "'1111-1-, -- -- 1 I
1�1,11,��
Lou
- - -."-;, 2_1 � 1� - - -,., - - -
� -, " , ��
, /'\ !i2i . i-FAI Flt , -
/ 'I I
I !Ai V a.
J-, 171'1.11.
,%-,-- '""' , "" DISTANCE , - - _=� " *_ -
8UH_D,0XJT
I
� I
- _� H, -."I / I
2 \, I - � _;
I - I L � -1 a-
. , �
__,� " �_,--- j
.-
. 11 " "I I,oVV, ::j
-1 / I / " - L - I _,L Et%ED . .
, I _ ��- - - .. -.� -1-1 - - ' _L -
_A
__ - — __ �11-11_
- I I., 11 � __i,",�� ii�_ - -
v I so!
� - -1 9 - , �. .- I i'l-l-, E, - 11 - �,
I Q) - - , �1'1=.17.'�,`. Si
I i ��_�'I�i FI_Rzr,� f 11111"`
� 1: : i: 111110.0111o, --if _\ /--\ 1� ji
I A -A - - � ��L ,� ,' L
. � I � . ". � I &Z"V _11"", I'll ro! z
, .25, MAY.
- - -
- � 1�:, ..
I I
- ; ; I I
I , , I 11 - \:i/ MIN I
I . - ,> -
.SW 1�� I . 11 -11. - � I ;,�_ i;C , I I Fil g I I P,
� M, i. 21-
__� " I ,
,_ __� �,i�� - -, z , � 1 --il-
, — � � 1. _41,�w 112 1
�
I-
"'I.
I7 �,o � - 'T"I'Li I
I
- � - - -, , -T- ___T_
L, - i ", "F-l'.- - I- I' 11-
-.4 I 4 I
- 1114`1`111��E L' 7- ". . I
(�) S -I _,�Kl -le'li - 9
, H`_11 4 - __ 1,
, I
__ 9#
(Di4_�-F.WNT "PsEle P9TM I I I
I - , S I I . a a J."
11�I
* I
u 0
2 . V , ""' ` " - t I
tL::7 __L: '1-_-E________�J1L1 1
171�, �,
___1 _-, �
, I I
__/z I _� -Ir
__r It, I
-
� / ^ ��
�/ `_ �� N '11A,_
__�
�* f :r
ANCHOR SPACING SCHEDULE:
Za GAuCE PANELS, PANEL IFASIFIFFIENS 0 t2 5" Oi�
2.5- FDrE DISTANCE
_.
i k,
�
ELAX �*
-coli .a�
WON
.I- UP TO 4,10'
I�Aov I P -i r �C.
-
ri Doi To jVDINY
C131iiii
CI C2 ca 14
�B "PE
c- 1� " "
-** TYPE
F, <. 0 CA
will-i&,�Nco
:_
,M_-_ M I
7 � -
I I
�,
, -
L ,
I2.5,
16.0" I. 11,
iiiial
,a 51'
12.5'
IO.D' &.1'
1 5.1'
12�v
36.0r. It-#-
ei
1-��.
,�
u r
I:#
LF
JE.D- "
I,V
_12.T1
,6��io,�
ii 4.31
ii
113'
-
'N, D,
il a'
1. or
Aaa
at.,
It A-
-iL-2-5
12's"
12 51,
,a 0" a r"
RED" &S.
_L.L�
l'...
5.!L
IZ`
16.0" &1'
SA'
tZ-s;
INA"
1311�'[
�A_
12�l
JO.F"' &I-
5.4'
�
.11� I F De i - i,
- i7_72-F77S
ILL �I,Sii
a,O` r ON 41
- ,
��. , �� -, +5
ill
fi-l- � ,
FIKIT
loa�v,
12 a,'
lim
AL a
"
12 I"
� -
Is O' j 3 go"
2U:
`01,
w '
12�5!'
16 (11 16,T"
Ile'
la .�'
1619'
a, i,'
_+
N`
:;a7
-j F F
mv='
�A*11
%� V'
is 0"Vili"
11 "'
1ZL ,1�
.
1. W,
___
r
5� '
rZLF'
I
a, "I
ii
-
� 1.91
,
is a, 1-3 F
�� 7, �
-
raL,
16L TL
_v,
.1 __
9.5�,
125"
I 11 ,-I 1
=
I I
- __
. "
Iri'v 1%,
____
9ZI
La'S11
16,011
2,S11
Ail
,Z,-
leii Irell:
a,5.,
!�
t'
1,
I
_1, . .. .....
____ -------- AS
"]`�
Iii, - U�'Sl
11,T � _�i,Fl 4i
el
$1
* *= 22
_�
L2 II
iaz. idF
ld�&_,
Tz_t_+,
7d-w
Tf-,,7
-,-IT
Ii, �
i�d�t a ,U � ,,
17 -r
. � . .-
ti e_
-.--
_It,__16�7
____.__.
Iss,
L2,1"
14 W
Jil r'
---
Ile
-
i ii, 5"
1_g�r'lii7q`j'ii
7"
11 -F
12,71,
I � C', Is6`1
Is, V. 44,4.1
Is 31
12,3��
iI 5
12 _�"
IS Is
" A'
�
12.5
. '4
oi�t
,
III a
jr,,�
.
I 2.5
, s I
IS
31I 1I5",IvF,E,
Toi 'Lil"
1� I
Ill:
11 IF,
I,I
I 6,FF" jZ511
jV61,AL_3r
j6Q
,
I24"I
TO,
I 4DI, ' I
—
11I I i,5
J,eL
-
. 11.'="� 33
.,"4'.�Flo�_
-1 --- - - �'i +4
"
�< liz
?z
17 5'
I
1_511
� 5 ,'I 16 all
je,ilfl i&Vl
I&C
ill..
�-i
" , `
- -
iai
A
OLD :,
151
I. z11
-.1.4"
12 11
I '
123"
IN D' 1640"
ITO" J1.01"
1 R ,1�
it V'
ors.li
ol DI
�1, 22
A 5
ad DI �� J"IA,
211
I
I_
_
444 .
16LD' 1513
11
ja.V
_ _'Ill
16 q* I tri
-a!joi;r5
ME'lls-s"
.1 "'
._�_.
�
11F
iw-07-5--Hn�
�
-
215
EDGIE
DISTANCE
.
I
11`!a� I U-911r, 33
�
I e A111 I I IMN M. +1
ED
32
[I-
"
6.25"
Ii
`N25"
Clip,
RM
� 9,
,,! ,
Iii &a, ri 1
!3x-Im
11K�
-
-Y,
�
,I-,.
M!"
6.25,
fiAs.
..Is,
6.4*
Ifli
1.11
- - i�lji I Na, Fa 33 -
- I 1, � UN, ON +1
"
,I ,I
clv;
1!1 r.
0.9,
e. V,
tV -
AL
i,a,
9 -
A :li
o125-
%.3`1
Cal
..12F
'.
; .
- -
±j�
-
a ,
&IS,
�
g
�'
S
�
V
,
�
FF.. i-J, 1.111.
Fe?�.N, TAo,DA1 .2
`Lfl
(��,Ii�i,ii,iiiioolo, 51
,I
a"N41
l
A L-E_
,Be, 7 7 ,
_3.
i1E-LO: 1.!ni
IS A"
i �2511
�j .1,
10101,
1 I..
'
14 ,
' '
C
;'L 1, 41��
I A,
I,, I �
%,
I Ill
A2 5'
6.lS'
Ll 4 " 1: 3111
_1�
12,r* 4,7- 4i
11251�
42�11
101, ..........
10�`
1A
41P
_L- .L
02v�
ZT-IMil-
urri-I..1.3.,+�.p.
.
41'
IIA11,1
- ,
. "" 4.1"
ilkli
W
6,95"
.�,.`
I - -11,
`,�Isl
W" 44"
'[14111
i V
I
F7
,,—
.,Ie,H_,, t
.Lc 4"Ims eo LID so 11
iA
5z
* *7W
as ?a
_f�,_,�
lz_1�
__
1� .41
a'.51 1:
-
a ,
_Ia�71
ail' '
IFLO"
:!":?:��:'�_'."
_jDF_____'
AVD' 5 7"
7 D''
INS'
Iiirs,
15411 it. I
1S.V1 917-
-
% I
1A,
.
U 15"
1-151'
, ,v�
,_
_
7.1-1
_��
"
&211
-I 2 7 `
EIIF",
i-a _P_ 7F
.-
7_1 2-
� 6
T � � -
_� 7 '
12s!,
. 21.
9 , as-
1: , -
.
� '. 1.7
__I��
72-
011�
12 _`
-1
12.5
-
_07
16,011
-
7.7'
"",
i 6,T'
-I
6.2
iz.�_
,
I I.iT,
1610' 7.71
- -
350 T1
7F
IlL2`
V4.. , Vl- ENDED 23
.... ,M. Aii H.- ,a
is
* 7719- SL
;jil!2111111111111111111i 7'
12.5.
JET, "A-
KF
fils"
4.1
I..
4.1i I
I 0,3' 4,0"
3,T'
1215"
—
13.fl 5.21
-
cro_
_lL�
lzsl*
9- l
3..
5
qz� 16-
3.�
&W,
111F, ALA,
ALa,
61251*
sa,
-
as,
�;I'
I'l,
912' 15"
la"
6_15'
I . �,.!
Of Ul.-j-
, � aI,
F.11-
I.],.,
-
_12_1'T:2'..'
_,� ,
--om
a
_3
.
3-31,
6 25*
9z. 3�5,
-, -
'j, a,
NY
3�1
-
F . I- -or —..- I
�
Z,
_� ,
- �
K" anorrie"
ANCHOR r�RE
- -, _ , - - "'
- F. .Ej � �
_M'_ Hi n-C.-
CONN T"t
!I
TYPIF ("Ill
CA - C`o 1.
- - - -
"L CI. CN C.
LF4 -ENNED, 33
Q_!`
.a JAI
:
10_9�
FLA', � I.-
O6 0, ?__
12.5",
6.0- I&O" di
,�,
.
e 5'
'
IA�S" AM-
-A- D V�
I- 5i
-
j ria. 14 a" i
_.__ 4L
12_5�
1 '6
16A)"
-7-1-
Yav la,j,114,7-
gx-
12.5
16.0- 14,7, ca,
48
o` I
9 �
IN S!
Ier," I,aire
i
1A T1 VMD-114
I- EF.
-
12 1
16 a- 1�17- 6 ,
,z
,,,
16ni 147I
1% V� 014,7'
""
* tf�
12 V'
15U. l..711 601
I - � - . U - IN
_311
,
0
i6 -
_jj�
0 __r
L
1211, -1613- -
Eli-%
1 %,a�.
_____
!L.1iLj1L_ %oill 62
_U__1
[�_S�
_IY16
16A." 14i
9V`
-
16r,
SIS, 16o
-2qL
k?" F 16,
_IU-
121"
_
16.0. Al. A I I
ACIFID FEARN 41
I
46
T1.5'
- .
16L6� IZA
,,, C, �
011
"B"
LZ�5' 6
1
� ,�
9E
Izs'
- _T --3-
mr .�* A ...
T .
D�M311folvolittitive 59
117 1"
I 6 011 1: A' I
&�
, �
r,��5' ,wg��
" I
�.6
1�1
9 5'
I 12 5"
"I
14 0, 015' 3 e,
.
I
F;
7z :
.-F
li�"�.r, FAri 33 1
rt�_S*
r I.S!,
JB
"N" eV,
16111" 16,0'
,Sr,
J,A' W0. 11
__ A.. �L � .
US 17
9�6'" IS.,
'T, 'IT': :�
11 I �F.
� . IT——
E__,10A�
E
1IMI" 0A, 5N,
.0 " " , I
I
I., TAA 1IFISF 42
11_57_N,�T,�MF
-`
-
- I
-1i'_57 E67TF
-
_ja` .
-
TL I,
I
164 �1,2* 1
I2.v
I
1"al it-,
-
Li 10i
I
li"T, 151A,
.1. ,L,L, "
� T
1 � 5 77
�,
, 1,
Ot"
-
,q �i �
I
49
* -iiiarrommoot, S1
L �zsi�
71TV"
a '* ""
-4 - .
� ,�P
��
A
I
, 2
N,
�,,�,
is &I a.111
'25, I&-
I IkV�
i2A,
, o� . .
�fl, I. WITH, �L, 33
oz's,
t" O" Ii
� �
I '
A� - -
Z �V 1�'
6-0�_ '41-
� 1
_
tz V,
IN -4
,� 1
�
E`S1
A Ir il��.�!
L.-
�N. :1
�
0123,
a� A 'I
U!."
A I - ` - O"A',
" , A`
,oWr`INa,e`C a
-
afmtw
&
e'z
11
I"`V
111-
6,25i JJL3'
4.7' 4,6'
oi -
12.3" ,N7' 4.0'
I
.
* *0
-_
Li
L
J4.2'. -.!'7t4
± ' �
I
&2T� 1�1-
ms, '
I T' Ad�
A 25-
12,3- 4.7-� 4 V
&,�V'
_
,.,t
413" 4, '.
_
_--!
A.�:
4,
A - I IF
12
ANCHOR NOTES:
=L Es
i ANCAMESOEVINSILE APPILIEr 70 ALL PROCIUCTS CMT]FtED HEREIN, SU'r OINA DOUIVID
MAXU4i AaDWABLE AMChOR SPACING. MAXIMUM ALLCAVAIRLE SPANS, AND PORF&SURES INDICATED
IN ZDAIN SCRIFIMALF SHILILL, APPLY �
-1 LICTU
2, EADNERANCHFOR SD,DDULF BASEL ON PANEL FASTENER SPACONIG, 'ME Ey 5TITING 579 RE
F1ATER1AJ,_rFANCHO#i SELECT DESIGN LOAD GREATER TIJAN CA OCoJA1_T0 IMESA-FIVIC DESIGN
LAYLD ON SKETT, EP AND SELECT SPA N GREATER I KAN OR EC�AL 7 0 Sol UTTER SPANAIS ELECT
'a TY I Term SON
X7FI1 -
CC40,t - -PESASI�OOIOAPPROPPJATEMUKng.ODNIOt�AtSEEMOUN11WQ L
SUEET 2F,IIMEKnPCAnCNCFCOW4K71ON TYPE).
'AANDI PASTtNM!5'Agt 51I USED IN -NJUNI�TIFOIFM IYTTH ALL AKMUETTFAAT t,,1WSf0AE;
3,
'
-r-T VALE', "TUDDED AW -rCji LH5Fe,W5-QC- PANEL FASTENSFISRIONG1 ' ,L C
� - ,Ni t ABAS Al TES F IF
ALL't�'-aZ'U'�t4EAt�ERS(INCLUDII���;aUILDGkIlCCMI'WECNI�,
-Ir I
4, AASO5zS`A1mL1K m5T,4uimDINAL,optll�APCE WTFHMMqUFAC7UR���'kFrOMM�:,.��t��All:�ll��!*
5 ivULIK'Af UAKINN �JOGT ISPRUCI uRt STALL C04PAM TO ASTM ONG 60m
G� tM,,a�,,,UM SMINEDIMENT SNNI BE AS NDTM TN ANCHOR SCHe
DULE�
,_ ?��M EWBEDVI MID EDGE DiSrANCE EXCULDIFI55tUCCO�DAMN, DRICA, ANVOTHM.WALL
FUJISH55, WALL PHLoHIES SHALL BE LIANYTED TO 1/4* MAX OR SHALLBE VERIFED 5W OTHERS TO
AM ELY TRANSFERLOADS TO MOSTSTRUCIURE.
71AT
0� 000WE A90MORS WED HEREIN SHALL illeENTETEDDED TO QN-CROi ODNCREMCFNLY�
9. WHERE EXISTM STRUCTURE IS WOW FRAMING, 1116STING CONDITTONS MAY VAi FIELD
VERIFY TELAE FASTENERS, ARE INTOADEIQUATE WOW FFTATKK MEMBERS, NOT PLYWOOD. FASTENING
_,0_LyW,�_-_CPaA_�CEPTAEAE ONLY FOR StEoffELOGUREPIECESL
LID. WKEFtEAt4CHOP$FA$rENTONAKWWFAI-EOFSTWFPA.W,,46, ETCNERSKk�LfHUL=TIEDIN
CENTER. OF W-*qNAL r X IM (WIN,) WOOD VU D ()'I- EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
F`RAMING1 ,W)OD S70D SHALL ELE -SOUTHERN PINE' G.o.SS OP. GF,LEA'TER DENSITY LAGS,MEW
S�ALLFLAVEftCL-USDA4tEAt�ORHU HIM,
.
El UPOUM5!-F A4>K)i;5 Alli DEVJALT PANELMTE Alt-FORNIS SEVIDAUD' � INIUMES INUITHING.
12- MABEHITINE ��a SHUHA_ HAW If" MtNIMM ENGAGEMENT` aFTHREADS 1141I Eiii
AN AM MAIF HAVE EffHFP A PAU HEAD, TFUSS HEAD, EIR WAFK HEAD JSUDEWALK BOUr) U.N 0,
13. MDEW-H JEMBEEMENIF AND III DISTANCE EXCLUDES STUCCO GAL OTHER WALL FINISHES,
L
4- = DESWAADES, AW40R CONDITIONS WHI04 A RE NOT, ACCEPTAGLE USES.
. - eurnunc
t - * mae,yorrOuNTINGcos ,
IF L!"M INTERPOLATION 15 NUT PERKTTeD FOR USE WITH 71HE ANCHOR SC: IEDULES LISTED ON
Tells SHEET
'p—MoYei -1
0111_�t,.%
�
L - -
F -1, ".
�;t ,* ,_
,
?�
��'
t
"�,�
I -
L
I 2EY
.,.
- .
- Nu 'm
st, �, I
I
--.`!.� I
- BN -
�
__ - la I
2 I
I -1 I
, I if
�
I
I � rLJ G
a , 1
No
E
'r -
I
I
I
a
I
z I
A
i;
0 1
9
a
z
I
.91 I
1 r-,
-
12 N ot si U, .
-1
1 E
�. ., :
2 1 1 1
t .
ij,
= 2 _:� 11 §
-
V)
� i 9
.
� I �
3
uj
1 I
I
x
or
<
I
17T,
-
L_P��
C�,"
-4i
(1)
(1)
I
Cn
-C:)
2
-
Co
:>
IC)
(1)
i
_P_r
-1-4
1i
I
_0
(D
(L)
L_
CD—
0-
=
o
2
=
0)0
M
-0-0
-0
a)
0-
Cn
.
a)
-L--
C
=3
C)
Co
-2
-0
=
0
=
Ili
0-
-2
=
"
-2
(D
3:
C=
0
0
-
-p-o`
M
U-
ii
C)
-
M
>
n
-L
U)
'F
-0
W
cn
E
L_
(D
a)
_11-0
M
0
L_
0-
1--
M
-0
'i
a
. -
-I..-
a)
(D-
<
t
W
mi
4
z
z
�, ! : ;;,:
V I , i,
, .
,4 l� - I
�.F - - ,ii -
L I ,e
VIFtI`UAL R ViEW ASSt" -
Virtual Review A.ssis , Inc. proved
Plans FNevie,W COMIPIE�ted and
for cor 1pliance with the 2020 C 7th
Editiorl by Debra Anne Klahr P 2300
f
CIO-+--a
"
(1)
(1)
(1)
=
-+--a
-.0--i
U)
I
=
CU
>
0
L_
Cn
0-
0-
<
( D
_11i.........
0
=
=
-0
M
0
L-
a-
0
a)
"
U)
M
"
M
=
Uj
mi
<
z
z
<
_j
n
I
SHEET NO,
SH 1.5
W
3/V'CEMEN r
PLASTER
12 MIL DRYLOK
'OK
CMU - MASONRY BLOCK
EXTREME
WINDOW
FASTENER
I) SEALANT AT
4) SEALANT JOINT
JOINT
WINDOW BUCK TO
'E OF
OUTSIDE EDGE OF
MASONRY
WINDOW BUCK---\
2) SEALANT jO !NT
5) SEALANT FROM
INSIDE EDGE OF
WINDOW FRAME
WI NDOW SIUCK
ACROSS WINDOW BUCK
AND EXTEND TO
WINDOW FRAME
MASONRY
ATTACHED
/./-"/----.-PER
- ODE
6) TOOLED SEALANT
EQUIREMIENTS
BEAD BRIDGING
)W
CLADDING AND WIND W
0
FRAME--
Z= 3) SEALANT WINDOW FRAME T(
WINDOW BUCK ALL THE WAY
AROUND, INCLUDING SILL.
Riil,F 151311111 1 1
A
JAMB, SUL, AND HEAD DETAIL
APPROVED SHEATHING
APPROVED HOUSEWRAP
&TRUCTALATH TWIN TRACK 2-5
3/4"CEMENT PLASTER
12 MIL (min) DRYLOK EXTREME
APPROVED FLASHING TAPE
'V"SEALANT SOCKET WITH
TOOLED APPROVED SEALANT
1D 0
RESISITIVE
BARRIER
WEATHER
�flz BARRIER &
tARILY SECURE
WOOD FRAME CONSTR.
EXTERIOR
SELF -ADHERED FLASHIN
SHEATHING BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN -
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOKE
UNDER DECKING
(SEE DETAIL WP07-3
ED FLASHING
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 � Cut, fold up & temporarily secure weather
resistive barrier above header to allow for
flashing Installation
2� Seff-adhered flashling plus head flashing uncier
weather resistive barrier
3, Fold weather resistive barrier back over head 2
flashing and seal with tape
SELF -ADHERED FLASHING Scale. NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER IWPO1
DO NO'
BOTTO
FLMG�
yzff-p alai i
WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO
PER THE FBC RESIDENTIAL 7TH EDITION (2020)
Detail Instructions
1� in each detail that corresponds to the
Refer to the number marked as 0
n i �
umbered items in the list of instructions be�low:
1 Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive harrier to form water 0edding
laps
3. Self-adhe�red 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 (13" x 6"
Minimum)
6. Fold as shown by arrows
7� Angle of corner may vary, adjust folding of the flashing accordingly to
fit tight to corner
R. Mechanically fasten as necessary
2x FRAMEWALL
TILE FINISH
112" DUROCK-
90 CMU
4" OR 8" CMU
(PER SEAT DEPTH)
FILL WITH GROUT -
ASHING
1
8
2
E
AM
20
WP07
V-4" PFR PLAN
NEATHEIR RES$STIVE
BARWER
LXTGRIOR SHEA-1HING --
34%1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB G'_ USE LIQUID NAIL PRANE,
OR EQUAL01FATHER PROOF CAULKING
-ION -.102
SEC7 -A (SEE DETAIL WI
SEI FADLIERED FLASHING
UNDER DECKING
(SEE DETAIL WP07)
SEAL TOPS OF JOISTS
SELF-ADHER
SELF -ADHERED FLASHING
OUTSIDE CORNER
Cr.
UJ
fl-
UJ
U.1
UJ
0
�71 ---.----WINDOW UNIT FLASHING REQUIREMENTS
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
110-6 cm : 30.5 crn) include flashing as described in Section R703.4.
114--l' BEAD OF CONSTR.
ADHESIVE TO BE APPUE D UNDER SELF -ADHERED FLASHING
7
HRESHOLD OF DOOR AND
RETL��4�N UP JAMB 6" USE' LIQUID R703.1.1 Water resistance. The! exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water
NAIL bf-V�NIJ UH hUUAL I HI-H EXTERIOR
PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means of
SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding.
WIRE LATH R703.2 Water -resistive barder. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other
77
T
SLIBFUD(Xi approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No
15 asphalt felt shall be ap lied horizontally
P
.
,
with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other
approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt
felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building
RIM JOIST 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
A 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
Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance
WPOZ CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP0`3 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening,
I I substantially nonwater-absorbing layer or designed drainage space.
MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT
—INSTALL SELF -ADHERED NEEDED IN CORNERS ASPH�7;DHESIVE ADHESIVE
FLASAH�N(1,IAMB & HEAD THROUGH SELF -ADHERED A R703A Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied
FLASHI�NG, SEE FLASHING SELF -ADHERED FLASHING
FLANGED WINDOW shingle -fashion or in accordance With the manufactureeE instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes
(SEE DETAIL WP01) 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 shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with
-- SELF -ADHERED FI-ASHING, RELEA-SE PAPER TO LXFOSE the building wall with a sealant complying with AAMA 800 or ASTM C9�20 Class 25 Grade NS or greater for proper joint expansion and
ADHESIVE ASSHCWN, contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as
VERTICALLY FROM
EXTENO A NUNIMUM 6"
M OF
BOT10 flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings
THRESHOLD
shall be installed at the following locations:
1 . 1.Exterlar 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-r�esistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings,
1�,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:
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
4
(6)not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or
- sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent
N
2 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.
1.4 In accordance with FMAIAAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400.
INSIDE CORNER
WP"`5 WP06 2a 2,At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under
stucco copings.
Ground7- 3.3.Under and at the ends of masonry, wood or metat 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 clufters,
:LF-ADHERED FLASH�NG
7CH
HERED FLASHING
�4
W P 0
ST RIP OF SAF
DRAINAGE PLANE WRB
BOND BREAK ArRB
SF LATH
VIRAP UP WRB ON -TO
THE VERTICAL
SURFAC E TO TOP OF
FLANGE AS AN AIR
BARRIER
U12' INCH FLANGE!
THIS GAP IS A RESULT OF
NATURAL SHRINKAGE.
DO NOT SEAL.
DRIP SCRE E D, PLASTIC
ACCESSORY
SOFFITICANT]LEVER,
Lath
Sheathing
Stucco
NMV "10
SELF ADHERED "LASHING (SAF) 0—
DRAINAGE PLANE (DP) WEATHER RESISTANT
BARRIER (WRB)
BOND BREAK WEATHER RESISTANT BARRIER
SELF FURRING (SF-E LATH - - - - — ------------------
I
PLASTER ACCESEDPY
SHEATHING,'OG5', PLY`W00D, DENSCLASS"
V A I
.F
�-STOP
NLKJUS BACKER ROD
LANT
NHTiOtJ8 FINISH
_..-SITWCTURAL FRAhrINC3
STRUCTURAL SHEATHING
STRIP OF SAF
PLANE VIRB
)NDBREAKWRE'�
SF LATH
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1stfloor
7/8" Cement Plaster
in accordance with
ASTMC926
- ------ Feltbacked metal
lathe in accordance
with ASTMC1063
Building Paper
7116"O.S.B.
sheathing
Metzl
Flashing
Weep $creed
Installed As Per
Manufact. Specs.
Maintain
Bottorn of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16"" 03.13.
sheathing
-Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufali'L Pecs.
1/2"Cementifious
Deco�rative F`Wsh
All inside and
outside comer will
need to be miter
cut and caulked all
buttJoints need to
becaulked using
Stampede or Sim.
caulk for all
Note:
The bu'lding paper and metal lath must be
installed over the top of
Virtual Review Assist, Inc.
Plans Review completed and a
for cornphance with the 2020
Edition by Debra Anne Klahr PX
WEEP SCREED DETAIL
SCALE a NOT 'TO SCALE
ed
4
4
a
16
40
40
4D
4:
f
LeE,c, ar .Hr�,cs LL �
Qv,
(0'4 9c' &,T�L
4