HomeMy WebLinkAbout36089 Stable Wilk Avem
N NARam
LENNAR TAMPA DIVSION
4600 W CYPRESS ST, SUITE 200
TAMPA, FL 33607
813.574.5700
2386 GARFIELD
Version Chanaes
I Ver. #: DescrOtion of Chanqes I
CLIENT COMMENTS -ADDED LED LIGHT TO
FOYER CEILING
REVIEW r)ATF
CITY OF
PLAN EXAW*EkLL�
ALL WORK SHALL COMPLY WITH
PREVAILING CODES
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, AND
CITY OF ZEPHYRHILLS ORDINANCES
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GENERAL NOTES:
THE FOLLOWING TECHINCAL CODES
SHALL APPLY:
5TH EDITION (2014) FLORIDA BUILDING CODE, PLUMBING,
MECHANICAL, FUEL GAS, ENERGY EFFICIENCY,
ACCESSIBILITY, AND 200B
NATIONAL ELECTRICAL CODES
5TH EDITION (2014) FBC 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.
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 5TH EDITION
(2014) FBC RESIDENTIAL CODE
PORCHES AND BALCONIES
CHAP. 3
HANDRAILS - CHAP. 3
GUARDRAILS - CHAP. 3
D STAIRS - CHAP. 3
CHIMNEY & FIREPLACE
CHAP. 10
EGRESS WINDOWS
CHAP. 3
4. ALL OPENINGS SHALL COMPLY WITH STH EDITION
(2014) FBC 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 SPECIFICATTON SHEETS FOR
MANUFACTURERS DESIGN CRITERIA AND
INSTALLATION METHODS FOR WINDOWS,
DOORS, SLIDING GLASS DOORS, OVERHEAD
GARAGE DOORS, AND ROOFING.
5. ALL DOORS INTERIOR & EXTERIOR ARE
6'-8" UNLESS OTHERWISE NOTED
ALL SHOWER ENCLOSURES TO BE
TEMPERED GLASS
6. ALL WINDOWS WITHIN 24" OF DOORS
(INTERIOR & EXTERIOR) AND WITHIN
18" OF FLR TO BE TEMPERED GLASS.
(SECTION R308)
INDEX OF DRAWINGS
4: 1 ff Mo];
A
COVER SHEET
Al
FOUNDATION PLAN
A2
1ST AND 2ND FLOOR PLAN
A3
DETAILS
A4.A
2ND FLOOR - ROOF FRAMING PLAN A
A4.B
2ND FLOOR - ROOF FRAMING PLAN B
A5.A
EXTERIOR ELEVATIONS & ROOF PLAN A
A5.B
EXTERIOR ELEVATIONS & ROOF PLAN B
A6
1ST & 2ND FLOOR ELECTRICAL PLAN
A7
INTERIOR ELEVATIONS
SNO
STRUCTURAL NOTES
SNI
STRUCTURAL NOTES
S3M/S
FOUNDATION DETAILS
S4
FRAME WALL DETAILS
S5
ROOF FRAMING DETAILS
S6M/S
WALL SEC-RON DETAILS
S7
GABLE END DETAILS
SS
RETRO FIT DETAILS
ST
STAIR DETAILS
Sil
PRECAST DETAILS
S12
PRECAST DETAILS
PA1.0
PRODUCT APPROVAL INFO
PAIA
PRODUCT APPROVAL INFO
PA1.2
PRODUCT APPROVAL INFO
PA1.3
PRODUCT APPROVAL INFO
PA1.4
PRODUCT APPROVAL INFO
PA1.5
PRODUCT APPROVAL INFO
WP1.0
WATERPROOFING DETAILS
SH1.0
HURRICANE SHUTTERS
SH1.1
HURRICANE SHUTTERS
SH1.2
HURRICANE SHUTTERS
SH1.3
HURRICANE SHUTTERS
SH1.4
HURRICANE SHUTTERS
SH1.5
HURRICANE SHUTTERS
SH1.6
HURRICANE SHUTTERS
BUILDING TYPE: V RISK CATEGORY: Il
NOTICE TO BUILDER
IT IS THE INTENT OF THIS DESIGNER THAT THESE PLANS
ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE
LICENSED PROFESSONAL TO CONSTRUCT THIS PROJECT. IN
THE EVENT THAT SOMETHING IS UNCLEAR OR NEEDS
CLARIFICAIION..STOP..AND CALL THE DESIGNER LISTED IN
THIS TITLE PAGE. IT IS THE RESPONSIBILITY OF THE
LICENSED PROFESSIONAL THAT IS CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE DOCUMENTS BEFORE
CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS,
IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE.
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LAST PLOT DATE
Mor. 15, 17
0
COVER SHEET
ELEV. AT 0'-0" @�'MIN. ABV. GRADE) (TYP)
3-1/2" MIN. 3000 PSI CONC. SLAB
FOR HERNANDO COUNTY ONLY
* 3-1/211 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)
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FFF. ELEVATION CAN BE
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BELOW TOP OF EGRESS
DOOR THRESHOLD. FIELD
VERIFY.
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FOUNDATION PLAN - ELEVATION A
1/411 = 1 1-011
9
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S6
A
S3
NOTE:
BUILDING SLABS SHALL HAVE CONTROL JOINTS
IN ACCORDANCE W/ AC1224-3R
o = FILLED CELL W/(l) #5 VERTICAL
0 = FILLED CELL W/(l) #5 TURNED 2'-0" INTO SLAB
0 = FILL CELL TO ONE COURSE ABV PIPE
(NO REBAR)
= (2) 24" #5 REBAR PLACED DIAGONAL
AT CORNERS
PLUMBING NOTES:
5TH EDITION (2014) FBC PLUMBING CODE
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
THICKEN EDGE TO 8"
1-1/2" DP X 9 1/2" WIDE RECESS
T
3/4" DP X 13" WIDE RECESS
16" W X 12" DP CONC FTG W/
(2) #5 RODS CONT.
16" W X 20" DP CONC FTG
W/ (2) #5 RODS AT 6" O.C. CONT
20" W X 20" DP CONC FTG
W/ (3) #5 RODS AT 6" O.C. CONT
24" SQ X 16" DP CON. FTG.
W/ #5 RODS AT 6" O.C. E.W.
24"X30" X 16" DP CON. FTG.
W/ #5 RODS AT 6" O.C. E.W.
BEARING WALL
(3) 2X4 B.U.C. W/ USP HTT16 AT BTM
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LAST PLOT DATE
Mar. 15, 17
FOUNDATION
PLAN A
I
13'-3"
00
JHB 0 1 CV)
9
LIVING ROOM
15'-2" X 16'-3"
8'-8" CLG
9
00
5068 SGID
BRIG
WALL
30'-0"
2868 1
11 .4.
5'-8"
SH25
HID AT 7'-4"
EGRESS
U2X8 HEADER.
Q/S4 FOR
CONNECTION
BRG MASTER SUITE
WALL 13'-0" X 16-11
8'-8" CLG
7 5/8" Lj 14'-2" 4'-6"
L J
.NOTE: VI
PROVIDE 1/2" PLYWOOD
DRAFT STOP IN FLOOR FLR
TRUSS SYSTEM FOR A LINE
MAX. AREA OF 1000 S.F.
IC311 (PER FBC R302.12)
10 2)C4 KN
X
WALL OP
Z
AT 3 1/2' HOOD
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NOTE:
SEE SHEET S-1 1, S-1 2
'2386'FOR LINTEL
CALLOUTS & DETAILS
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81-611 X 141-2" 91-711 X 141-211
0 8'-8" CLG
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PWDR,,,-' L,,FLR
BATH LINE
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T FLOOR
ABV
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AT TOP
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FOYER
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ATTIC PROTECTIVE
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AT 10'-0" \-IF
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81-611 2'-3,, L 16'-0"
9'-6" 20'-6"
30'-0"
FIRST FLOOR PLAN - ELEVATION A
1/411 = 1 1-011
LINE OF GARAGE IN
O-PEN 7-0-STON- — I
I
5/8"
DRAIN
SHWR HID
& VALVE
6" WALL
7 5/8"
7SW
00
LID
B
S6
A
S3
NOTE:
1. SEE SHEET S-11, S/12'2386'FOR
LINTEL CALLOUTS & DETAILS
2. ALL EXTERIOR HDRS AT OPENINGS
ARE�2) 2X6'S UNLESS NOTED
OTH RWISE
SECOND FLOOR PLAN - ELEVATION A
1/411 = 1 1-011
ALL.OWABLE 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 5th edition (2014),
Residential Table R301.2 (4) (Wind Speed Conversions)
and ASCE 7-10 Methods
WALL
TRIBUTARY
AREA (ft) 2 INTERIOR END
10 29.7 -32.1 29.7 -39.6
20 28.3 -30.8 28.3 -37.0
50 26.5 -29.1 26.5 -33.4
100 25.2 -27.7 25.2 -30.8
iGARAGE DRI 25.9 -29.3 25.9 -29.3
: R-1 1 F.G.
ION IN
kDJACENT
SPACE
R-1 I F.G.
ION IN
)R WALLS,
NIG BEHIND
;T IN
4SSEMBLY
S AT
3S ARE (2)
ILESS
)THERWISE
---------- -
GENERAL NOTES:
ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL
FIN AWAY FROM WINDOW FRAME.
VERIFY ALL WINDOW AND DOOR ROUGH OPENING
SIZES WITH THE MANUFACTURER'S SPECIFICATIONS.
INSTALL RND DRYWALL BEADS AT HORIZ & VERT
CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS
NOTED.
USE SQUARE CORNER BEAD AT DRYWALL NICHES &
REC CLG DETAILS; REC CLG SURFACES SHALL HAVE
SMOOTH FINISH.
LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND
THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER
CODE.
ALL ANGLED WALLS TO BE 450 UNLESS NOTED
OTHERWISE
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 "I GYPSUM BOARD (OR EQUIVALENT)
APPLIED TO THE GARAGE SIDE.
TOWEL BAR - (T.B.) = 56" A.F.F.
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.
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
1(3 8" CMU
NON -BEARING 2X STUD W/ 1/2" GYP.
BEARING WALL 2X 16" O.C.
W/ 1/2" GYP.
[3 = FILLED CELL W1(1) #5 VERTICAL
0 = FILLED CELL WI(l) #5 TURNED 2'-0" INTO SLAB
,& = FILLED CELL W/(2) #5 VERTICAL
0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
1:1 STAIR DATA
STAIR RISERS TREADS LANDINGS TOTAL RISE
MARK
16 AT 7 9/16" 14 AT 10" 1 101-011
—SQUARE FOOTAGE: UNIT'2386 AV
FIRST FLOOR LIVING = 1269 SQ. FT.
E N FLOO LIVIN = 1120 SQ, FT.
TOTAL LIVING SQ FT = 2389 SQ. FT.
ENTRY 51 SQ. FT.
GARAGE = 414 SQ. FT.
TOTAL SQ FT = 2854 5Q. FT.
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LAST PLOT DATE
Mar. 15, 17
! -&I
0
1ST & 2ND FLOOR
I I
PLAN A
LOFT
SEE NOTES SHEET A4 FOR
WOOD STAIR CONNECTION
AT LANDING
ENGINEER
TRUSSES
PWDR
o? BATH
bo
STAIR SECTION
1/211 = 1 1-011
42" H. SLOPED
LOW WALL
NOTE:
HANDRAIL TO COMPLY w/FBC 311.7.8
AND TO BE 34" TO 38" ABOVE LEADING
EDGE OF TREAD.
HEADROOM AT STAIRS TO BE 6'-8" MIN.
STRUCTURAL LIVE LOAD @ STAIRS
=40PSF.
-------- -----------------
SEE SHE I ET ST
FOR STAIR DETAILS
--------- -------------
1/2" DRYWALL
UNDER STAIRS
101, SEE SHEET ST
IFOR STAIR DETAILS
HEADROOM IN STAIRWAY
TO BE 6'-8" IN ACCORDANCE
W/ FBCR R311.7.2
RISERS CUT FROM
Ix MATERIAL
TREADS CUT FROM
2x MATERIAL
(3) 2x`12 STRINGER
STAIR DETAIL
1/411 = 1 1-011
1 11
101, NOSING
FOYER
co
cv)
ib
(3) PT 2X12 STRINGERS LANDING
STRUCTURAL
SHEATHING ATTACHED
PER NAILING
SCHEDULE
2X8 #2 SYP P.T. BASE
PLATE 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. — ----
2X8 SYP STUDS AT 12" O.C. W/
(2) USP MSTAM36 STRAP EACH
STUD��l�STRAP EACH SIDE)
CENT D W/ (13) 1 Od NAILS
AND (8) 1/4" X 2-1/4" TITENS
INTO GROUT FILLED CMU
* CENTER OF STRAP AT
T/WALL TYP. U.N.O.
SEE PLAN
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WIND PRESSURE. IF CONDITIONS
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3 AWALL SPLICE DETAIL
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LASTPLOTDATE
Mor. 15, 17
J
I
DETAILS
I
CONV. FRAMED A'
(2) 2X12 P.T. TOP)
W/ USP TA16. P.T.
BLOCKING AT BOI
2X4 P.T. LEDGER
3" TAPCONS AT 6
STAGGERED
(TOP AT 9'-8")
TRUSS NOTES:
THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUT TO BE
DEVELOPED BY TRUSS MANUFACTURER. IF FINAL TRUSS LAYOUT DRAWINGS DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS
PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND 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 MODIFICATIONS 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 "USP STRUCTURAL CONNECTORS".
2. USE RT1 5'S FOR ROOF TRUSS TO FRAME CONNECTIONS.
3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ CS16`S.
4. USE TA16 FOR ROOF TRUSS TO MASONRY CONNECTIONS.
5. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED.
6. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS.
7. USE (2)HTA20 FOR GIRDER TO MASONRY CONNECTIONS.
8. USE (I)HTW20 FOR GIRDER TO FRAME CONNECTIONS.
DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM
TRUSS MANUFACTURER.
8'-0"
SECOND FLOOR - FLOOR FRAMING PLAN
1/411 = 1 1-011
9
b
C14
C
F
C
01)
C
SECOND FLOOR - ROOF FRAMING PLAN
1/411 = 1 1-011
11-9 1/91,
CJ1A
CJ3A
CJ5A
Cil
5/16"
SHINGLE
PLUMB C
TRUSS HELD
FOR PLYWOC
SHNGLE
PLUM
ROOF
0
3/4" SUt3FLOOR
WALL HT. BASED ON
A.F.F.
ROOF
HANGER CHART
.0 IL = JUS24 ( USP)
Labeled End Mark
ATTENTION!
UON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
301 BY THE PEAK
CONSULT BCSI -81
30'Span W W n
Sp..d EW
60 d.gr
.112 2n to 112
TJ1 � 1 -- I
REFER TO BCSI -B1
Truss mustbe setthiswayff crane usW.
Truss is an exerniple, your truss me
..ynotmetch.
Insist crane operatDrsetstrussMway.
_3-1 0
IL
General Notes)
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially pointed green
to be installed green side up.
All hangers to be Simpson HTU26 unless otherwise
2) noted. I
All truss spacing is 24" O.C. unless otherwise
3) noted.
Per Truss Plate Institute BCSI-131 recommendation
4) 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-131 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL 20 PSF
TCDL 7 PSF
BCLL PSF
BCDL 10 PSF
TOTAL 37 PSF
DURATION 1.25 %
WIND SPD/TYPE= 145 ENCLOSED
BLDG EXPOSURE == C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR= 1
UPLIFTS BASED ON= 9.2 PSF
DESIGN CRITERIA
FBC 2014
TP12007
Truss member design & connector plates
are designed 'or ASCE 7-10 and maximum forces from
both components and claddings
and main wind force resisting systems.
These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDUL
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON ENGINEERING.
WALL KEY
01 SORIS
DESCRIPTION INIT. DATE
R/01
ftRBOlRVSD
NEWMCOEL MTV
814/15
RA01
REMOVED LEDGER PER CHANGE ARZ
08104/115
FTF3 SPACING FOR PLUMBING LFP
9/18/15
'l
ICARPENTER
CONTRACTORS
OF
AMERICA
3900 AVENUE
G, N.W.
WINTER HAVEN
FLORIDA 33880
PHONE:(800)
959-8806
FAXt (863)
294-2488
I BUILDER :LENNAR HOMES CENTRAL
PROJECT:VAROIUS
MODEL :2386 AMERICAN DREAM
CCA PROJ/MODEL/ALT
7A2 2386A
ALT DESC
OTC
L
OT BLOCK
DESIGNER I PAGE
DATE 1 1
6/4/15
AN SCALE
67595R 1 1/4
??? 11/18/02 9:52 AM CCA48.dwg
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LAST PLOT DATE
Mar. 15, 17
z 0
2ND FLOOR
ROOF
FRAMING PLAN
GENERAL NOTES:
* G.C. VERIFY ROOF RITCH
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" OVERHAND U.N.O.
- PLUMB CUT FASCIA
- ROOF PITCH PER ELEVATION
- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION)
- SHINGLE LOADING
ROOF VENT CALCULATIONS:
NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE
INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR
EQUIVALENT SYSTEM PER 5TH EDITION (2014) FBC, SECTION R806
FORMULA = S.F. / 150 (1/150) - 144 (TO CONVERT TO SQ. INCHES)
NET SQ. INCH REQUIREMENT
ATTIC AREA = 1734 SQ FT
VENTILATION REQUIRED = 1665 SQ IN
VENTILATION PROVIDED AT RIDGE = 112 SQ IN
iVENTILATION PROVIDED AT SOFFIT = 1561 SQ IN
PROVIDE FILLED SOLID CMU ABOVE
LINTEL TO TIE BEAM
FLASHING
PT 2X8 LEDGER ATTACHED TO WALL
W/ 3/8" X 5" TITEN HD AT 12" O.C.
USP RT15 STAGGERED
ROOF FINISH PER ELEVATION
UNDERLAYMENT
ROOF SHEATHING
ELEV AT 8'-0"
12 T.O.M.
16 METAL DRIP
EDGE
USP A3
2X4 FASCIA
ALUMINIUM
WRAP
2'-0" ALUMINUM
USP A3 SOFFIT
\--PT 2X4 LEDGER ATTACHED TO
WALL W/ 3/16" TAPCONS Wif
MIN 2-1/2" EMBEDMENT 6" O.C.
BTM AT 7'-6"
@10 off F1 I D TA L
_3�/_4 = 1 -011
FPT 2X8 LEDGER ATTACHED TO WALL
W/ 3/8" X 5" TITEN HD AT 12" O.C.
STAGGERED
04
8" 1 '-0" 1'-0"
LE E�
/ 1 _O?ETAIL
3 4?-
6-11" 1. 71-4"
SLOPE
5:12
15-4-
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SLOPE SLOPE
5�1 2"
SLOPE SLOPE W N
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5:12 �31-0" 161-6" T-O"
11
OOF LAN
1/811 = 1 1-011
SHINGLE
ROOF---,
9
12
C?
ELEV AT 18'-0"
T.O.P.
amilommilm
,/Ik ELEV AT 10'-0"
2ND F11_36kF��
ELEV AT 8'-8"
T.O.M.
8
A&A
ELEV AT 0'-0"
1 ST FLOOR FF
FRONT ELEVATION A
1/411 = 1 1-011
12
51 _m
ELEV AT 18'-0"
12 DECORATIVE 2
15 CEMENT11 IOUS
FINISH
rFLASHING
000-
4" SCORED
STUCCO
BAND
DECORATIVE-�
ELEV AT 10'-0" CEMENTITIOUS
FINISH c�
2ND FLOOR FF rl- m
ELEV AT 8'-8" CONTROL JOINT - - - - --
7-11 T.O.M. Ar- az= 0
t A/C UNIT
AND PAD
ELEV AT 0'-0"
1 ST FLOOR FF GRADE LINE
LEVA IONA
(3"" 1111= 1-011
1111� 1/8 1
12
,_ 15
1-0..
4" SCORED
STUCCO
BAND
6" SCORED
STUCCO
BAND
CONTROL
JOINT
1-01.
4" SCORED
STUCCO
BAND
ELEV AT 18'-0"
T.O.P.
ELEV AT 10'-0"
2ND FLOOR FF
CONTROL JOINT
ELEV AT 8'-8"
T.O.M.
DECORATIVE-�
CEMENTITIOUS
FINISH
ELEV AT 01-01,
— — — — — — —
eel
— — — —
1/811 = 1 1-091
L-4
12
51 -,o
_fI_1jT_TI_I
IITII HII 11 111] 11 111111 11111 1 111111 1111 11 1111 1 1 1111111 1 IT 11 11 IT 11 11 IT 11 11 IT 11 H_T_1T FH-T"u JI-M 1 11 IT-11 11 IT 11 11 IT It 11 IT 11 11
ELEV AT 18'-0" 3 INIT I! I I IT I IT 11 It IT 11 11 IT It It IT 11 IT 11 11 IT 11 IT If 11 IT 11 11 IT 11 11 11 11 1. 1 1 .. I[ IT 11 ti
9 —T. 0 - P
11--
X 16'-8"
116-4-
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2ND FLOOR FF z
\12 CONTROL JOINT CONTROL JOINT
ELEVAT 8'-8"
T.O.M. - w9f Ar— DECORATIVE_� _Ar-
A/C UNIT 2'4'4�p CEMENTITIOUS
AND PAD zo -FINISH
ELEV AT 0'-0.1 — - — - — - - — - — - — - — - — - — - sk A_-
1 ST FLOOR FF GRADE LINE 7'
LEFT ELEVATION A
1/811 = 1 1-011
�- w
11-0..
CEMENTITIOUS NOTE:
APPLICATION OF PLASTER PECORATIVE CEMENTITIOUS
FINISH) MUST BE IN ACCOR ANCE ITH ASTM C926 AND
C1063
ATTIC VENTILATION
ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA
BUILDING CODE 5TH EDITION (2014) 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.
NALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT.
*OFF-RIDGEVENTS -138SQ.[N.OFNETFREEAREA/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/ UNIT FOR TILE
zo
C14 04
c\1
L V-4"
II� 2" 2"7)
V-811
FALSE FOAM LOUVER DETAIL TYP
9 1 11-0111
FLASHING NOTES:
DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON
DRAWINGS. REFER TO 5TH EDITION (2014) FBC, RESIDENTIAL, SECTION R703.8.
APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED 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 FLASHINGS 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 LEAKPROOF, 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.
*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
0 1
ROOF FINISH PER
12
ELEVATION
15
ROOF SHEATHING
MANUFACTURED
ROOFTRUSS
METAL DRIP EDGE
2X4 SUB -FASCIA
ALUMINIUM WRAP
ALUMINUM
SOFFIT
'S'OFFIT DETAIL
6 13/4
if 1-011
= 1
ROOF FINISH PER
ELEVATION
ROOF SHEATHING
MANUFACTURED
ROOFTRUSS
METAL DRIP EDGE
2X4 SUB -FASCIA
ALUMINIUM WRAP
ALUMINUM
SOFFIT
ASOFFIT DETAIL
7 It 1-011
3/4 = 1
V-4"
1
V-2" t - - - - - - - - - -
CN
COLUMN DETAIL
8 3/411 = 1 1-011
12" SQ CMU COLUMN,
SMOOTHSTUCCO
FINISH
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SECOND FLOOR ELECTRICAL PLAN A
1/411 = 1 1-011
UNLESS OTHERWISE NOTED
1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED
FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
KITCHEN
BATHROOM
LAUNDRY ROOM
EXTERIOR WATERPROOF
GARAGE GENERAL PURPOSE
RANGE
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. ALI.
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
2011 NFPA 70 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 2011 NEC.
7. IN ALL AREA SPECIFIED IN NEC 2011 210.52, ALL 125 VOLT, 15
AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT
RECEPTACLES.
ELECTRICAL NOTES:
1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING
LOCATIONS AS SPECIFIED PER N.E.C. 210.8
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, UT!LITY, AND WET BAR SINKS - WHERE
THE RECEPACLES ARE INSTALLED WITHIN 6 FEET
OF THE OUTSIDE EDGE OF THE SINK.
2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING
ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS,
DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND
SIMILAR ROOMS OR AREAS AS SPECIFIED PER N.E.C.
210.12
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.
200A INDOOR PANEL
CENTER
#15 copper to lights & outlets
NEMA 1 100-
#12copperto2Oampckts
200 AMP
—111110.
#10-2 copper to WH
10
#10-3 copper to Dryer
METER
2/0 or 4/0 SER Alu
MAIN
0
200 amp
150 amp
Disconnect
r
POWER CO. FEED
4 Bare Cu Ground
Footer STEEL
Groundrod tied to footer steel
OR
4 Bare attached to footer steel
GROUNDING PER 250.50 AND
250.52 NEC
TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM
=NTS
INTERCOM SPEAKER
ALIGNED Wt EDGE
OF SWITCH
SWITCH
DOOR
JAMB
4 1/2"
DUPLEX
OUTLET
TRIM
BASE
TRIM
NOTE:
ALL DIMENSIONS ARE FROM
ROUGH FRAMING
ELECTRICAL LEGEND:
NOTE: ALL HEIGHTS ABOVE FINISH FLOOR
11 OV DUPLEX OUTLET AT 12"
11 OV DUPLEX OUTLET AT 39" NOTE: ALL
RECEPTACLES
11 OV DUPLEX OUTLET AT 43" ABOVE
COUNTERS
11 OV DUPLEX OUTLET AT 45" SHALL BE
SPLIT 11 OV DUPLEX OUTLET MOUNTED
AT 12" - TOP PLUG IS HOT HORIZONTAL
11 OV QUAD OUTLET AT 12"
WEATHERPROOF GFCI OUTLET AT 12"
QE 220V OUTLET AT 30"
11 OV 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"
Cw)
3 WAY SWITCH AT 36"
4 WAY SWITCH AT 36"
-0 PUSH BUTTON FOR GARAGE DOOR OPENER
DIMMER SWITCH AT 36"
PUSH-13UTTON DOORBELL
CLG MNT LT FIXTURE
CLG MNT PREWIRE - FIXTURE BY OWNER
SURFACE MNT FIXTURE
WALL MNT FIXTURE NOTE:
> 40W A 6" ROUND OPALEX - ALTERNATE
TUB/SHOWER CANS MAY BE
5OW PAR30 NFL 6" WHITE BAFFLE USEDIF
APPROVED BY
RECESS CAN OR LED OWNER
@ 50W PAR20 NFL 4" MINI ROUND RECESS
50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL
CLG FAN PREWIRE AND SWITCH
COMBINATION CARBON MONOIXED DETECTOR/
SMOKE DETECTOR
(D SMOKE DETECTOR
cU-18= UNDER CABINET 18"
cS-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"CLG MNT WRAPPED FLUOR LIGHT
1 48 48"CLG MNT WRAPPED FLUOR LIGHT
=24= 24" VANITY LIGHTING
36 36" VANITY LIGHTING
48 48" VANITY LIGHTING
EXHAUST FAN/LIGHT
Q EXHAUSTFAN
4
C� DOUBLE FLOOD LIGHT W/ COVERS AND
150W PAR 38 FIL
INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR
0 CEILING MNT SPEAKER
C3 CHIMES (DELETE Wt INTERCOM)
C20 MASTER STATION
Ei-�:[ ELEC PANEL
FYI VACUM OUTLET AT 12"
Pw171
CEILING RETURN AIR (W/ SIZE)
A/C REGISTER
THERMOSTAT
On SECURITY PAD
[!!3 ELEC METER
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.
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A - INTERIOR
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ELEVATIONS
NOTE: BORATE 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, ACO-C,ACQ-D,CBA-AORCA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FRC 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 CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
I R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MIM) 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.
I 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, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
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 R308A ITEM 7.
5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF
THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHS fANDING A
HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1,V2
INCHES (38 MM) IN HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, 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. LOUVERED WINDOWS AND JAILOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2.
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUCUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING;
AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1. SPECIFICATIONS
1. 1. CONSTRUCTION:
ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014)
1.1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"BY THE
TRUSS PLATE INSTITUTE TR11-02.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6rrMS 602-11
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN
LOADS
2.1.
DEADLOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOPCHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1.10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2.8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (WIO STORAGE): 10 PSF (NON -CONCURRENT)
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 200ib 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 5th ad. (2014),
AND CONDUCTED BASED ON A140 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 7-10
2.5. DEFLECTIONS:
2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U360 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1. LOAD FACTOR DESIGN:
3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2. SERVICE LOAD DESIGN:
3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LINTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3. LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4. DESIGN ASSUMPTIONS:
3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
4. MATERIALS
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 /A185M-04A MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
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 Y2.
GROUT FILLED MASONRY:
y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-1 85 / A 185M-07
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-11 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-I-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
1 3,122 Ksi
C-I-P GROUT
3,000 Psi
1 3,122 Ksi
4.2.2.
CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
CRITERIA.
4.2.3.
GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX
WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4.
CONSTRUCTION JOINTS WILL BE PERMITTED
4.2.5.
METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
4.2.6.
EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7.
CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
ACI- MCP 2011 STANDARDS.
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 C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
4.3.3.
ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL
STEM WALLS.
4.3.4.
THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 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:
T 4. 1.1.
INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI
ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI
4.4.1.2.
ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2,
STUD QUALITY 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 OSI3 BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
GREATER SECTION PROPERTIES.
4.4.5.
ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6.
WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
4.4.7.
DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
ANSI/TPI 1-2007, BCSI
4.4.8.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9.
ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8"STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK
4.4.10.
INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R706.6.1
4.5. EASTENERS AND TIE DOWNS:
4.5.1.
FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
4.5.2.
SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3.
NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
4.5.4.
ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
PRIOR TO INSTALLATION.
4.5.5.
ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6.
ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
4.5.7.
CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
WITH THE DESIGN PLANS, U.N.C. ALTERNATES TO"J"BOLTS ARE NOTED ON PLANS.
4.5.8.
CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT,
4.6. MICRO -LAM LUMBER:
4.6.1.
MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES;
E 2,000,000 PSI
Fb 2,950 PSI
Ft 1,850 PSI
Fc= 500 PSI (PERPENDICULAR)
Fc = 2,700 (PARALLEL)
4.7. STEEL:
Fv = 285 PSI
4.7.1.
INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEELERECTOR.
4.7.2.
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3.
STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4.
STEEL TUBING: ASTM A500, GRADE B.
4.7.5.
WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6.
WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7.
THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL:
ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2DOO PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) O� THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 FRC R318. 1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection ancrtreatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downs s shall discharge at least
T-0" away from the building rduet walls.
3. Irrigation/sprinkler systems includini all risers and
spray heads shall not be installed wi hin V-0" of the building side wall.
4. FRC R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FRC R318.1.1 - Inifial treatment shall be done after all excavation
and backfill is complete.
6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps
etc., shall be made with permanent metal or plastic forms. Permanent forms must be
of a size and depth that will eliminate the disturbance of soil after the initial treatment
8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs b6fore vapor retarder placement,
retreatment is required.
9. FIRC Rolr'
a jml 65;
eg%gteeo arpur rimeter
ore �e or sol pe
I V
must e= . along the foundation
10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after
constructon is complete, including landscaping and irrigation. Any soil disturbed
after the vertical baMer is applied, shall be retreated,
12. FRC R318.1 - All buildings are required to have pre -construction treatment.
13. FRC R318.1 - A certificate of compliance must be issued to the building department
by a licensed pest control company before a certificate of occupancy will be issued.
The certificate of compliance shall state: 'The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FIRC R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
BUILDING DATA
WIND SPEED (ULTIMATE) 140 MPH
WIND SPEED (ALLOWABLE) 108 MPH
WIND EXPOSURE -- "C' (FRC R301)
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
BUILDING CATEGORY = 11
DESIGN WIND PRESSURE:
(COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE)
# END ZONE IS ONLY WITHIN 5'-0"
OF ALL EXTERIOR BUILDING CORNERS
WINDOWS AND DOORS
140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O.
CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
TYPE: 5B GARAGE DOORS (V = 140 MPH)
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 ME,rHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
NOTE:
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
NOTE:
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
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STRUCTURAL
.J
DLTAILS
INSULATION REQ.
LOCATION
R-VALUE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2X4
R-1 1/R-1 3 KRAFT FACED
EXT FRAME 2X6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFLES AT EAVE)
GARAGE SEPARATION
(GARAGE/ LIVING)
R-1 1/R-1 3 KRAFT FACED
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2' X 4- @ 16- O.C.
7-5-
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10'-8"
(2) 16d TOENAILS
2- X 8' @ 16- O.C.
13'-9"
(3) 16d TOENAILS
2" X 10' @ 16- O.C.
16'-5"
(1) USP HTW20 OR (3) 16d TOENAILS
2" X 12" @ 16' O.C.
19'-3"
(1) USP HTW20 OR (4) 16d TOENAILS
2' X 4' @ 24' O.C.
6-11-
(2) 16d TOENAILS
2' X 6' @ 24' O.C.
81-6"
(2) 16d TOENAILS
2- X 8' @ 24' O.C.
11 1-0"
(2) 16d TOENAILS
2" X 10' @ 24' O.C.
1IT-O"
(3) 16d TOENAILS
2' X 12' @ 24" O.C.
15'-4"
(1) USP HTW20 OR (3) 16d TOENAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
A/C UNIT
NSHEET METAL
EWS PER
BRACKET
�4gHURRICANE
CKETS
LONG
-3/8" DIAMETER CEMENT
ANCHORS, TYP 3' TO 5-
A/C PAD
A/C UNIT HOLD DOWN
SCALE: N.T.S.
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
Uj
. . . . . . . . . . . . N . .
. . . . . . . . . . . . +
+ . . . . . . . . :� . .
. . . . . . . . . . . . . .
* . . . . . . . . . . &D .. . .
. . . . . . . . . . . . 4- +
+ . . . . . . . ... . .
. . . . . . . . . . . .. . .
* +
4- +
+ 4
+
+ +
,_0"(TYP,
+ '-0- (TYP.)
V-0-+
6'-0'
+
+ +
+ + 4 + + +
+
+ + + + +
+ + + f- +
+ _+ +
LU + . .
+
+
. .
1- +
15/32" CDX
_J +
Co + 4
< + +
+ 4
+ + + +
PLYWOOD OR
+ + i - ,
+ +
7/16" OSB
+ +
+ 4 + + + + + + .
. . . . . . . . . . . +
+1
+ + + . .
/++4
. . . . . . . f-
+ -4 . . . . . .
. . . . . . + +
. . . . .
+
+ + + + +
. . . . . .
\—RIDGE LINE
140 MPH (ult)3 SECOND GUST EXPOSURE"C"WIND ZONE
140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE
8d RING SHANK NAILS @ 6" O.C. &
,V O.C. @ GABLE END WALL OR GABLE TRUSS
8d RING SHANK NAILS @ 6" D.C. EDGES &
8d RING SHANK NAILS @ 6' O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER
0.113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH
16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER
0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH
2 INCH NAIL LENGTH
NOTE: r 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
Series
Thickness
Filler Block Thickness
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 3/4" wood panel
1-1 /8" or two 1/2"
6500s 1.8/1.7
wood panels
2 x + 5/8" or 3/4" wood panel
1-1 /8" or two 1/2"
602.0
wood panels
2x + 5/8" or 3/4" wood panel
902.0
2 x - lumber
Double 2 x - lumber
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
gap
FILL CELL
60
STD. 90' HOOK BOND BEAM
USP
MU(
CONT. #5
BAR
5/8"o
#5 CONT
THRU
BOLT
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
_2nd FLOOR
INTERIOR/EXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
TJI TO BE CUT TO ALLOW
dblockall
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid posts from # OF 2nd FLOOR
above to bearing below. STUDS
SECTION
INT. BRIG. WALL
N.T.S.
1/8" min. 2'rn n.
Small
2" max
ga p
"
. 4
max.
Clinch nails
when
possible
1) Support back of web during nailing to prevent damage to
web -flange connection.
ght fit
2) Block solid between joists for full length of span. Ti
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
" max. 16" 1 6-
OF THE JOIST ASA REQUIRED LEAVING Y8"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.
N.T.S. - Under 2nd floor column w/ loads
high
r th- i rnnih
SQUASH BLOCKS AT INTERIOR
BEARING
Vertical load transfer =1900 plf max along load bearing wall.
Load bearing wall must stack
L'
*Non -stacking walls
0
over squash=20 blocks and
require additional
w
wall or beam below.*
consideration. Check
local building
Eh_:0_f
k1/16"
code for appropriate
details in
One 10d box
areas=20 of high
or--20 sinker
lateral load.
nail each side
at bearing.
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c.
Load bearing walls -7
Provide adequate bearing
for each lapped joist.
Squash block Od nails SECTION INT. BRIG. WALL
(2x4 minimum)
Bearing wall, Versa -Lam LVL or N.T.S.
S
Glulam Beam
I10'
sa;Lam LVL or
K CKOUTS) ALL
NO
OWED
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
IN BEARING ZONES (se, D
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
DO NOT cut, notch
or drill flanges I
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 pff max. along bearing wall
Required on interior walls: - for vertical load transfer
when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
beam below Load bearing wall must stack over
blocking and wall or beam below.*
Use 1063" nails at 6"o.c. for all joist
blocking panel *Non -stacking walls
require additional consideration.
CD O—L—D
JI/2" ROUND HOLE 6" 6"
BE CUT ANYWHERE IN LARGER THAN 1J/2"
MAY IDO NOT CUT HOLES
THE WEB. PROVIDE AT CANTILEVER
ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
N lt�
3
10
W,-Hde sidb
2
RL�
9
Any 16- joist
3 pan (ft)
I
8
'-0"
T-11"
V-Z'
1�-2"
V-3"
V-3*
T-T'
V-11"
2-4'
2-9"
3'-Z'
3-7'
12
1'--9'
T-11"
T-Z'
l'-2"
1'-3"
T-9*
7-41"
2-11"
3'-T*
4-21'
4'-g*
16,
V-a',
V-11,
I
V -2",
V-T',
7-5",
3-2`
3-10",
4'-g'
;7%7'
6-4-
7-1-
[20
1 1'-U'
I V-1--1
-1 zv
- I
3 , -0`14'-0"
124
1 V-0"
I V-1"
I 1'-Z'l
-3"
12'-9'1
3--r'
14'-9"
6-110"1
T-2"
1 &4'
1 9'-6'
110'-'
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.
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
Web Stiffener Fastener Schedule
Joist Bearing ocation
Series I Depth I End Intermediate
@
BC15000s
9-1/2"
2-8d
2-8d
11 -7/8"
2-8d
3-8d
14"
2-8d
5-8d
0
BC16000s
BCI 6500sel
9-1/2"
11 -7/8"
2-8d
2-8d
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
13CI 60se
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
BCI 90so
11-7/81,
1 3-16d
3-16d
�_Jl 4"
1 5-16d
5-16d
16d
6-16d
Plumbing
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
N.T.S.
Backer block (12" wide min.)
Nail with 10- 1 Od nails.
'---,,Install tight to top flange.
Joist hanger
Nail with
Filler block.
10-10d nails.
Backer block rNsuired where top
mount hanger load exceeds 250 lbs.
Install tight to top flange,
1/4"-2"gap—==/z::-
Backer Block
*Top Mount' "Face Mount"
Backer block shall be tight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
flange is laterally supported by joist hanger. doesn't meet
height
/Web stiffner as
Web stiffeners are not required when top required 9 hanger
nger.
requirements
7.
/-0.6 X Joist
depth
(D
I -JOISTS BUCKETS
N.T.S.
us
ML
R TRUSS
PLATE
Ire
TYPICAL USP MUGT15 TO
BUILTUP COLUMN DETAIL
TYPICAL HUS INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
=_ AND QUANTITY
)F FASTENERS
TYPICAL HTA 20-18 HTA 20
INSTALLATION
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
. .. .'A .. :
SLEEVE THRU STEM
SEE PLAN FOR--'
. .0. . * . -.0 . .;, . 0.
FOUNDATION INFO -4-
STEM FOUNDATION
GRADE
— REINF. S
EE PLAN
14
44 )(.-:;T —, -)
11 Pirr 1 [_
4
1- r
(2) #5 REBAR
A/C CHASE 4" PVC
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
HTA 20-18 HTA 20
INSTALLATION @ MID SPAN
LOCATION OF
SECOND RT16
NOTE:
UPLIFT VALUE
IS BASED ON
S.P.F.
USP RT16 USING
16-8d x1 1/2" NAILS
UPLIFT = 1030#
TYPICAL RT16 INSTALLATION
TYPICAL MTW INSTALLATION
TOP (2) #5's x 4' 0"
CENETERED @ PI�E�
PENETRATION
.4- 4
12"BELOW
GRADE
PLUMBING LINE
PVC OR SCH40 SLEEVE
L
F_
SEE FND. PLN.
SIZE & REINF.
lid
PIPE VERTICAL THRU FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PLUMBING LINE
PENETRATION
I------------- ----------
------------------------
zo
I \1d "
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE
PENETRATION PLUMBING LINE
CENETERED @ PIPE
4 A,
. A / . A-1 elf
4
T =1 �01H
wril 1�-�
.4
SEE FND. PLN.
SIZE & REINF.
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LAST PLOT DATE
Mar. 15, 17
0
STRUCTURAL
DETAILS
12
(TYP.) VARIES
INSU
__(l) LAYER TYPE 11 (#30)
UNDERLAYMENT FOR
ROOF PITCH 4:12 OR GRATER &
(2) LAYERS TYPE I (#1 5) OR
TYPE 11 (#30) UNDERLAYMENT
FOR ROOF PITCH BETWEEN 2:12
& 4:12. PER FBC R905.2.7.
PRE ENGINEERED WOOD
TRUSS @ 24- O.C. U.N.O.
HURRICANE ANCHOR @ EACH
TRUSS (SEE UPLIFT SCHED) W/
METAL PL. UNDER EA. TRUSS
MOISTURE BARRIER
SHINGLE ROOF
7/16"O.S.B. MIN. SEE ROOF
NAILING SCHEDULE ON SHT.
5/8"OR 1/2"HIGH---____
ALUMINUM DRIP
AL
STRENGTH CEILING
E
EDGE
F12'
BOARD PER CODE (OR 5/8'
GYP. TYPE 'X" @ GARAGE
AL
LUMINUM FASCIA
W/A HABITABLE ROOM
N 0. 2x
12'\UN.O. 2x SUB FASCIA
.jE
ABOVE) W/DRYWALL
EE SOFFIT
SCREWS @ 7 O.C.
SHE ET
CEILING & 8" O.C. WALLS
8. x8"X16" KNOCK -OUT
INSULATION PER
BLOCK W/ 1#5 CONT.
CHART ON SN1
FILLED SOLID W/GROUT
lx2 P.T. HORIZON
NAILER
8"C.M.U. TYPICAL
STD. 90-HOOK (SEE DETAIL)
I
r
TYPE"S" MORTAR
A RCHITECTURAL
/
FINISH
lx2 PT WD FUR RING@24'0.C.-
1---*-
2:
(1) #5 VERT. IN FILL
1/2"GYPSUM WALLBOARD�
CELLS(SEE
U.N.O.
FOUNDATION PLAN
FOR LOCATIONS)
lx4 P.T. BASE NAILER
4"x4" INSPECTION
3 1/4" BASEBOARD
PORT AT EACH
FILLED CELL TYPICAL
3ONC 'LAB\
MIN. 2500 PSI C SLAB
ce)
AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER
TO CUT BLOCK OR POUR
MUNICIPALITY.
CURB DUE TO SLOPE
B
CONCRETE SLA W/ 6X6
d- /-NOTE:EXTEND
WlAXW1.4 WWF OR
z
-
DECO FINISH 4"to 6"
"FIBERMESH"
BELOW GRADE
Ez
2�
2
6 MIL VAPOR
191:
BARRIER .131
�.E
..
COMP. SOIL..
(COMPACTED TO 95%
MODIFIED PROCTOR
ASTM D1557)
MIN.
CLR.
(2) #5 REBAR CONT. _/
ON 3" CHAIRS TYP.
4"
1-4"
STD. 90 HOOK (SEE
U.N.O. DETAIL)
TYPICAL WALL SECTION
rA
SCALE: 3/4"= V-0"
OPT: DEPRESS SLAB 5 Y2" DEEP
AND 6" BEYOND DOOR TO -
RECEIVE PAVERS / DRIVEWAY
CONCRETE SLAB--\
BLOCK WALL BEYOND
14"
O.H.D. RECESS
-C=V
__j.
4'
M
SEEA/S30RJ/S6---
FOR REINF. INFO. 3"MIN. CLEARANCE
V 4" (1 STORY) 1-4- (1 STORY w/ DEPRESSED SLAB OPT.)
1 .8- (2 STOR))
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
ADDITIONAL INFORMATION.
2x #2 SPF STUDS
@16" O.C. W/ (2)
16d TOENAILS T & B
2x P.T. PLATE-\
(2) #5 CONT. ON 3"
CHAIRS (TYP.)
ll�l �110�41110- M,
(1) ROW 2x BLOCKING @ MID
HGT. FOR WALL HGT. !g T-15". (2)
ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
1/2- GYP. WB (MIN.) @ GARAGE SIDE IF 2E
APPLICABLE.
7
1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & e
@ 6" MAX FROM END OF 2 x PLATE E
6 x 6 W1.4 x W1.4
01
WWF OR FIBERMESH
''"11 1=7
A TI-
8'
11-4- '8-
TYPICAL INTERIOR BEARING
WALL W/OUT UPLIFT
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
FOR ADDITIONAL SLAB
INFORMATION.
GG
S3
8"x8"x 16" NOM I NAL BLOCK WITH
3/8" MORTAR BETWEEN COURSES
BETWEEN
3/8" 0 TAR
SLAB & BLOCK
DELEV. 0'-0"
OL
A. F. F. '-F
CD
4 41 z
-4 4,
A
4' 4 ELEV. 4-3 1/2"
4
A . F.F. 0
A 4 .A 4 A
2x4 CON
4 4. 44
- 04
A
4 4
GARAGE DEPTH VARIES
GARAGE SLAB AT STEP rB
SCALE: 3/4"=l'-O"
S3
"-2x S.P.F. S s 16" O.C.
2x STUD
LOADBEARINGOR
1_`l_
EXTERIOR WALL
8" C.M.U.
///-l"xPT 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
*USP SPT22 TYP.
SPACED EVENLY
C14 2x P.T. PLATE
ASSUMED FINISHED
�GRADE
MONO OR STEMWALL
2�
FOOTING MONO SHOWN
go
FOR CLARITY
�>� ___ I rl fj�fj I r=
NOTE:
F I �1` MI
Tl;_� r;:, 4I_ ZC4
*FOR BEARING WALL
-1, -
I IF
W1 UPLIFT ONLY
FRAME WALL TO C.M.U. WALL CONNECTION rD
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
EXPANSION JOINT
SEE A/S3 OR J/S6
FOR REINF. INFO.
SCALE: 3/4"=l'-0"
S3
BLOCK WALL BEYOND
O.H.D. RECESS
3" MIN. CLEARANCE
GARAGE DOOR SLAB RECESS
SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
ADDITION
AL INFORMATION.
cj
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
USP SPT24
CONNECTOR
1/2"CDX PLYWOOD OR 7116" 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"xl2"TITEN HD @ 24"
O.C. OR 5/8"xlO'WEDGE ANCHOR
@ 24" O.C.) 21v
31/2"MIN.
OEM
0 0
-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
W/ 2-16d TOE NAILS @ EACH END
SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
TRUSS ALIGNED WITH STUD BELOW
-2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O.
11) ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6".
-INSULATION PER CHART ON SN1
USP SPT22 CONNECTOR
2x P.T. BOTTOM PLATE
x 6 W1.4 x W1.4
WWF OR FIBERMESH
1/2"(min.)- 4"
2 (m i n.), - Ll�=,� I I=, Q V,
III I I =1
lfv
(2) #5 CONT.
41' 1-4-
�.N.O. MIN.
TYPICAL BEARING WALL (@ STEP (@ SHEARWALL
4 ffill
"SHEAR WALL"
SCALE: 3/4"=V-0"
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO
NAILED W1 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT
BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. MATERIALS
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
(2) ROWS OF 2x BLOCKING @
2x STUDS @ 16" O/C
THIRD POINTS INSULATION PER CHART ON SN1
/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
LAYERS W/ TOTAL THICKNESS 7/8" OVER
5/8- x 10- "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
SP SPT22 @ EA. STUD
MIN, 2500 PSI CONCRETE SLAB W/
�2X P.T. PLATE 20" MIN. LAP [24- MIN. LAP]
6 x 6 W1.4 x W1.4 WWF OR #5 REINFORCING
FIBERMESH BAR -
EEP SCREED INSTALLED 7 ------ C-M
P
c� ER MANUR
E �#3 OR #4 REINFORCING BAR
Fy= 40ksi
GRADE 40 MIN.
[GRADE 60 MIN. Fy= 60ksil
cl) FINISH GRADE 60 2 25" MIN. LAP [30- MIN. LAP]
#3 & #4 LAP SPLICE
00
ER_
-I . . .. . t L HM " L Ll'i
6 MIL VAPOR BARRI w .. Main- #5 REINFORCING BAR R 17/8"
1=1 I 1=1 I F9 I
C,
V A.
COMP. SOIL. (COMPACTED TO
95% MODIFIED PROCTOR ASTM I ti I VI I 1�1 I I'
FI f=-I I I_ -I I 1=-1 I 1=-1 I I- H Ll�.4 I IF:-'
D1557) - -
4" 1'4"
TYPICAL EXTERIOR FRAME WALL FOOTING
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
USP SPT24
CONNECTOR
5/8" x 10" "J" BOLT @ 24" O.C. W/ -
2"0/16" PLATE WASHER (TYP.)
(ALT: 1/2"xl2"TITEN HD @ 24"
O.C. OR 5/8"xlO'WEDGE ANCHOR
@ 24" O.C.)
3 1/2" MIN.
;o 4 0
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0"
SLAB INFORMATION.
1/2" GYP. BD.
P.T. 2x HOLD GYP. BD.
2" 1/2" FROM SLAB
CONT. BEAD SEALM
OLY-o" .. . I. -
INTERIOR
4. . - I . . , . -1 -3 1/2"
�A.
CONCRETE NAILS W 1 1/2
EMBEDMENT @ 12" O.C.
STAGGERED, FROM BOTTOM
PLATE TO CONCRETE
(MIN. SHEAR 180# MIN.
TENSION 120#) CONCRETE SLAB-__,
if
6 MIL VAPOR 77 1 1=17-11
BARRIER
O.C. U.N.O.
2X STUDS @ 24
GARAGE
1/2" GYPSUM WALLBOARD U.N.O.
W/ DRYWALL SCREWS @ 8"O.C.
INSULATION PER CHART
ON FLOOR PLAN
CONT. BEAD SEALANT
x 6 W1.4 x WlA
WWF OR FIBERMESH
_j 1
14"14"1
INTERIOR WALL SLAB STEP NON -BR
G. rK
SCALE: 3/4"=V-0"
S3
VIM
6x6Wl 4 x W1.4
3 1/2" WWF OR FIBERMESH
min.) 4"--,,
A , A I __�
-:1 / 'o d . . _�] GRADE
;o lj� -17
FEI I 'Lu
HlIJFT�T=if i .. ... ... -7
g(l) #5 REBAR w/ OPT.
I r
i I::SCREEN ENCLOSURE
MIN.
TYPICAL THICKENED SLAB EDGE L
SCALE: 3/4*=l'-0"
S3
VARIES
1 1/2" RECESS FOR
S.G.D. (U.N.O.)
TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
2-16d TOE NAILS @ EACH END
-SEE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
TRUSS ALIGNED WITH STUD BELOW
_2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O.
ROW 2x BLOCKING @ MID HGT. FOR WALL
HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8-6".
_4NSULATION PER CHART ON SN1
--USP SPT22 CONNECTOR
2x P.T. BOTTOM PLATE
6 x 6 W1.4 x W1.4
/ WWF OR FI BERMESH
T
14TIUE
:T
(2) #5 CON
4"
U.N.O. MIN.
6 x 6 W1.4 x W1.4
WWF OR FIBERMESH 'Q c:
j
A
7
I MI 1 111-111 ... I I
.... . ... -
41
4
TIV
11 . . . . . . .
SEE A/S3/J/S6 I
;f"_ - 8'
If 11 F-1
FOR REINF. INFO.
OPTION #1
SEE TYP. WALL SECTION FOR ADDITIONAL
SLAB INFORMATION.
SLAB STEP & RECESS (@ S.G.D. rm_,N�
SCALE: 3/4"=V-0" S3
1/2"(min.)- 4"
TYPICAL BEARING WALL @ STEP cc
SCALE: 3/4"=V-0"
S3
NOTE:
SEE SECTION C/S3 FOR
ADDITIONAL INFORMATION
USP SPT22 CONNECTOR
2x P.T. PLATE
SPACEANCHOR
BOLTS 6" MAX FROM
<
- END OF 2" x PLATE
Ill
L I
0 1 - - - . - . . .
_j
0.
co
ui
R
FROMJ
TE
(1) ROW 2x BLOCKING @ MID HGT.
FOR WALL HGT. :� 8'-6". (2) ROWS
2x BLOCKING @ 3rd FITS FOR
WALL HGT. > 8'-6".
-1/2" GYP. WB (MIN.) @ GARAGE
SIDE IF APPLICABLE.
-5/8- EXPANSION BOLT @24"O.C.
W/ 7' EMBEDMENT (MIN. SHEAR
3500#, MIN. TENSION 2600#)
E
6 x 6 W1.4 x WlA
WWF OR FIBERMESH
t> I
. �- . ± Dl;d
9
7
1 171 T I I I
F;li �1;1
P
(2) #5 CONT.
ON 3"CHAIRS
8 1-4" 811
(TYP.)
TYPICAL INTERIOR BEARING
WALL W/ UPLIFT
K*G
SCALE: 3/4"=V-0"
LAND
q MASONRY WAL
PAD FOOTING
8" MASONRY WALL _71
y EXTEND FILL CELLS r_
TO FOUNDATION PAD
CONT. FOOTING STEEL MAT REINFORCING. cm
z
00
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0
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9�1 �11 Ll�l �1�_-OOTIN
0
Tj BEYOND
PAD REINFO 3"MIN. CLEARANCE
RCEMEN
(SEE SCHEDULE)
FOOTING WIDTH
SEE SCHEDULE
PATIO COLUMN FTG. DETAIL rN
SCALE: N.T.S.
S3
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LAST PLOT DATE
Mar. 15, 17
0
STRUCTURAL
DETAILS -MONO
(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
SEE PLAN FOR S17-E
CONNECTION
2x DEAD WOOD @ MID
POINT w/ (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE ----i
2x BLOCKING @ EACH END W/ 10d @
4"O.C. FROM EACH HEADER FACE
--TO BLOCKING
(2) 2x HEADER
PER PLAN
2x BOTTOM PLATE W/ (1) 1 Od @ 8"
VARIES O.C. TO EACH HEADER FACE
2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. S4
12
SEE ELEV.
USP SPT24 @ EA. STUD
+
CRICKET AS REQUIRED
SINGLE 2x CONT. BASE
PLATE W1 (2) 16d TO
TRUSS BELOW
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d COMMON
WIRE NAILS @ 4" O/C BOUNDARIES 6' O/C
EDGES & 8"O/C FIELD
USP SPT22 @ EA. STUD —
2x P.T. PLATE
5/8" x 10" "J" BOLT @ 24" O/C MAX
W/8"EMBEDMENT
8"X8"X16"K.O. BLOCK W/ 1 #5 CONT.
AND FILLED SOLID W/GROUT
1 #5 VERT. IN CONC. FILLED CELL W/
STD. 90A HOOK IN K.O. BLOCK
KNEE WALL ABOVE MASONRY WALL DETAIL
MOUNTING BASE NOT SHOWN
FOR CLARITY SEE DETAIL
KIS4
IN PLACE CONCRETE
SEAT FOR BLOCK IS POURED,
GARAGE FLOOR SLAB
TROWEL FINISH SEE
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24- O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16- O.C. W/
(3) 10d TOENAILS T&B
AS REQ'D
-2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 10d NAILS,;��
BLOCKING (TYP.)
V--ROOF TRUSS
PLIFT CONNECTOR (SEE SCHEDULE)
OISTURE BARRIER
SCALE: N.T.S.
SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MA
SONRY 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 11/2" 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
WALL CLEAN -OUT rA
SCALE: N.T.S.
REFER TO INDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT
— NOTCH LINTEL WHERE REQUIRED
BLOCK W/ (1) #5 \
FOR CONCRETE PLACEMENT
MN
fro
ME
mlim
Nil
Milli
MIND
WINE
INN
MNI
II11MN
MNI,
1111
ON
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 ErUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4"
FORM CONCRETE INSET TO
CREATE A SOLID BASE FOR
1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE.
SCRAP MATERIAL --
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
G
S4
\
w
>
0
FORM CREATES CONCRETE RECESS TO
2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
]BOTTOM OF MOUNTING B)
FOR
POURED CONCRETE BASE TO BE 2"ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
75/81, 8' 7 5/80 8" 7 5/8" 8"
INTERIOR
WALL
EXTERIOR
WALL
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8x16 BLOCK
DOOR OPENING
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRYLAYOUT D�
SCALE: N.T.S. � �4
VERTICAL JAM
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE
FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
RUSS BOTTOM CHORD OR 2x4
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
EBLOCKING W/ 2-16d TOE NAILS
NOT TRANSFER LOAD.
6 EACH END
@
-0
"I
d*
WALL
A
A
4 .<
4
4 <
xz
DOOR STOP
U,
L)
MOLDING
<
O_
2 cn
'�2-16d
2x TOP PLATE
GARAGE
NAILS @ 24" O.C. OR
DOOR
EQUAL TO TRUSS BOTTOM
--I/ CHORD OR BLOCKING
2 x 6 P.T.
2x STUD @ 24" v
O.C. MAX.
ROVIDE P.A.F. NAILS OR
2x P.T. PLATE EQUAL @ 12" O.C.
FP
SEE A/S3 FOR STAGGERED FROM BOT.
REINF. INFO. PLATE TO CONCRETE WIMOUNTING ANGLE
1 .1
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K�
SCALE: N.T.S. SCALE: N.T'.S. 4
2x CRIPPLES @
16" O.C. W/ (2) 12d
TOENAILS T/B
USP SPT4 w/ (6)
1 Od x 1 Y2" @ 24"
O.C.
10d NAILS @ 8"—
O/C TYP.
DOUBLE 2x
CRIPPLE STUD
TYPICAL (U.N.O.)
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
1'- 4'
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9-
(2)
(3)
(2)
(2
1 (1) USP LSTA30
9'-16'
1 (3)
1 (4)
(2)
(4)
(2) USP LSTA30
— FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
GREATER HEADER
(2) 2x HEADER SEE PLAN
\—INTERIOR HEADER
BOX HEADER (1) 2x SILL PLATE W/ (2)
ONLY 12d TOENAILS.
(1) 2x SILL PLATE W/ (2)
EXTERIOR HEADERS
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
'--2x STUDS TYP.
USP HTT16 TYP. U.N.O. SEE N/S4
HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING
WALLS NOTED WITHOUT UPLIFT
P.T. BOT. PLATE
WALL HEADER DETAIL
SCALE: N.T.S. � �4
USP SPT4
SPT24
2X STUDS @ 24" C.
/8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION /-2X P.T.
Al PLATE
USP SPT4
EO
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
(TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE)
TY7
DOUBLE 2"x4" S.P.F. TOP PLATE
7/8"STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8"THICK.
/-CRICKET AS REQUIRED
USP SPT24 @ EA. STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" O/C EDGES & 8" LOCKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER1GIRDER TRUSS
USP HTA20 @ EA. STUD
MAIN SPAN
MOISTURE BARRIER ROOFTRUSS ALL LATH AND LATH ATTACHMENTS TO
tUPLIFT CONNECTOR BE OUT OF CORROSION -RESISTANT
8"X8"X16"K.O. BLOCK W1 1 #5 CONT. (SEE SCHEDULE) MATERIALS
AND FILLED W/ GROUT
1 #5 VERT. IN CONC. FILLED CELL—
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
SCALE: N.T.S.
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE wl MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP SPLICE
O.C. (14
2 ROWS 10d @ 3
NAILS TOTAL) EA. SIDE OF
4,9,, SPLICE STAGGERED
1 Od @ 8" O/C
ATTACH ALL -j
EXTERIOR ST DS
U
W/ IAI 16d TOENAILS
T076PPLATE
NOTE:
PLATE LENGTHS MUST BE BOTTOM SPLIC)
OVER STUD
AT LEAST 4'-0" LONG. TYPICAL
TOP PLATE SPLICE DETAIL M
SCALE: N.T.S. �4
F= 2240 LBS
USP SPT4-i USP SP SPT4
SPT24 I (p v
i _. V&.11
�.I�L_n���2X TOP PLATE
OVERLAPPING
TRANSOM FRAMING
SEE SECTION AA/Sl
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
//,/,-LINTEL
INTO
TRANSOM
FRAMING
SP SPT22
SPT4 rUSP SPT4
4 \2X8 P.T. BOTTOM PrE
\-5/8"X`10" "J" BOLT @ 24" O.C. MAX.
C (MIN. (2) PER BOTTOM PLATE)
USP
SPT241
SP SP
LIS
/'__SP
TRANSOM FRAMING
SEE SECTION AA/Sl AND
BB/Sl FOR ADDITIONAL
DETAILS
RECESS
LINTEL
\-NAILED INTO
TRANSOM
FRAMING
LISP
SPT2T�
'-Usp
SPT4
%
2X8 P.T. BOTTOM
PLATE
5/8"x 10" "J" BOLTS @ 24" O.C. MAX.
(MIN. (2) PER BOTTOM PLATE)
1 Od NAILS @ 6"
STAGGERED
J-BOLTS @ 24' O.C.
MAX
-2X P.T. PLATE
C
ROOFTRUSSABOVE
2X BLOCKING
- (2) 16d TOE NAILS
EA. BLOCKING
'2X8 WALL ABOVE
ENTRY
K.O. BLOCK WI(l)
#5 CONT. &
FILLED
5/8"X10"J-BOLTS
@ 2'-0' O.C.
-MASONRY WALL
T4
1 Od NAILS @ 4" A 1 Od NAILS @ 6" O.C.
STAGGERED /---STAGGERED
N 0 TRANSOM FRAMING
A/ 0 BEYO
ND.
PLYWOOD
PLYWOOD FASTENED TO TRUSSES 0 SHEATHING
WITH 8d COMMON WIRE NAILS @ 4'
O/C BOUNDARIES 6"O/C EDGES \, �4 L
& 8" O/C FIELD L
Z�
PLYWOOD
MASONRY SHEATHING
P WALL BELOW o_�-5/8"X10"J-130LTS@24"O.C.
T4 MAX. (MIN. (2) PER BOT70M
PLATE)
ALTERNATE:
5/8"DIA. ATR EPDXIED
MIN. 6"INTO BOND BEAM
@ 24' O.C.
FRAMING DETAILS ABOVE ENTRY
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LAST PLOT
DATE
Mar. 15, 17
STRUCTURAL
.ji
DETAILS
USP HGAM 10 W/ (4
1/4"xl-3/4" WEDGE
BOLTS & (4) SDS 1/
x 1 1/2" SCREWS
SEE STRUCTURAL NOTES AND
NAILING SCHEDULE FOR
SHEATHING DETAIL
TOP CHORD
BLOCKING FOR
TOENAIL W/ (2) 16d NAILS
2"x4" OUTLOOKER
@ 24" O.C.
7
'/0
FIRST FOUR
ROWSOF
45*
24" MAX.
TRUSSES @
L"BRACE TO EXTEND
EDGES OF 2x4 CRO§S BRACE
AT LEAST 90% OF WEB
SHEATHING APPROX. 8" FROM
LENGTH (SEE TABLE)
TYPICAL @ RIDGE FASTENED AT
SP RT1 6 OR
1/2" CDX PLYWOOD OR
48"O.C. EACH JOINT W/(3) 10d
EQUAL @ EA.
7/16"OSB SHEATHING
MAX. & (2)10d TOE NAILS @
OUTLOOKER
ATTACHED W/ 10d
EA. END @ 48" O.C.
NAILS @ 6' O.C. EDGES
GABLE
-"'�
AND 12" O.C. FIELD
TRUSS VERT. WEB
TRUSS
SPACED @ 48"O/C MAX.
PAPER BACK METAL
2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST
LATH
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
2X6 P.
PARGE COAT OF
CORD ATTACHED (2) 16-d TOENAILS
SILL
CEMENTITIOUS FINISH
I I �Xlzl
TO BE 7/8"THICK FINISH
IN THREE COATS. TYP.
2x4'7" ON TOI OF PANEL BLOCKING,
U.N.O. AT EXT. FRAME
FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C.
WALLS. SEE ELEVATION
SHEETS FOR TEXTURES
5/8" OR 1/2"HIGH STRENGTH CEILING BOARD PER CODE
FASTENED WITH 8d COOLER NAILS OR 11/4" LONG
1 OdX3' @ 3' O/C
DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR
THROUGH CHORD
FIRST 8'0" FROM END WALL @ 4' O/C TYPICAL
INTO 2"x6" P.T. PLATE
5/8"x 10""J"BOLT @ 32" O.C. MINIMUM 6"FROM
WEEPSCREED
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
INSTALLED PER MANUF.
NOTE: IF EMBEDDED SECTION
II( �j
MOISTURE BARRIER
STRAP MISSED VERTICAL SCALE: N.T.S.
WEB; USE
1\15�
LUSP HTA20 @ EA. TRUSS
MSTAM36 ON OUTSIDE
VERT. WEB (24" O/C MAX.)
SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS
NAILING SCHEDULE FOR
USP RT16 OR EQUAL @
SHEATHING DETAIL EA. OUTLOOKER -7
TOP CORD BLOCKING 45*±
FOR FIRST FOUR
ROWS OF TRUSSES @
EDGES OF
SHEATHING TYP. 2X4 KICKER
@ 8'-0" O/C.
2x4 CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT W/ (2) 10d
& (2)1 Od TOE NAILS @
EA. END
X4 K 3KER
@
8 _O�Fo/C.
GYPSUM WALL BOARD
2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
CORD ATTACHED W/ (2) 16-d TOENAILS
2"x4" LEDGER (MATCH BOTTOM CHORD
SLOPE OF ADJACENT SCISSOR TRUSS)
2"x6" P.T. SILL
5/8" x 10" "J" BOLT @ 48" O.C.
USP HTA20 OR EQ. @ 6'-0" O.C. TYFICAL.
ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4 -0"
O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
W[7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
TAPCONS.
SECTION r2
SCALE: N.T.S.
REFER TO SECTION
1 A ON SHEET S5.1
FOR X-BRACING, AND
TOPCHORD ;o go
BLOCKING
INFORMATION
WOOD TRUSSES co a
00
2X4 RAT RUN BRACING
AT 24" O.C. ON TOP OF
BOTT. CHORD FOR 4
TRUSS SPANS
ATTACHED W/ 2 - 16d
AT EA. TRUSS JOINT
(2) 2"x 4" LAMINATIONS W/ (1) ROW
(3) 2"x 4" LAMINATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
OF STAGGERED 10d COMMON WIRE NAILS
OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
2X4 BLOCKING @ 24'
(D = 0.148', L = 3') OR EQUAL
(D = 0.207", L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
O/C W/ 2 - 16d
TOENAILS @ EA. END
NOTES:
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
MASONRY WALL
OF THE COLUMN
(SPACE AS SHOWN FOR 3-PLY)
ARCHITECTURAL FINISH
2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA.x7" LAG SCREWS OR EQUAL
OF THE LAST LAMINATION
(SPACE AS SHOWN FOR 3-PLY)
I N 15 F R ADDITIONAL INFORMATION
3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER T
ND
.
EXT. WALL CONN. ((2)
COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" '��S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
ADDITIONAL INFORMATION.
2'X4" OUTLOOKER @ 24'
O.C. W/ (2) 10d PER JOINT
IINIMUM 2x
:ROSS BRACING x
3EE PLAN FOR -�7r
OCATIONS) 1 Odx3" O/C 2'X4'
TOENAId 6"O/C RUN
W1 (2) 16d TYPICAL
(2) 16d PER NAILS Irm
JOINT
2HX4" MIN. SEE M/S5
CROSS BRACING DETAIL
SCALE: N.T.S.
GABLE END BRACING DETAIL
ALTERNAI E NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
SCALE: N.T.S.
PRE-ENGINEERED
WOOD TRUSSES
SEE STRUCTURAL -
NOTES AND NAILING
SCHEDULEFOR
SHEATHING DETAIL
2"x4" CROSS BRACE
APPROX. 8" FROM
RIDGE FASTENED AT
EACH JOINT W/ (2)
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) 16-d TOENAILS
SEESTRUCTURAL-
NOTES AND NAILING
SCHEDULEFOR
SHEATHING DETAIL
2 x4" OUTLOOKER @
24" O.C.
2X4 CONT"L" BRACE FASTENED
W/ (2) 1 Od 3"@ 24" O/C. CMI D
HEIGHT
2x8 SYP#2 1" BRACE TO EXTEND
@ LEAST 90% OF WEB LENGTH &
NOTCH @ BOTTOM CHORD (SEE
TABLE)
USP RT3A WITH 8-8d FROM
LEDGER TP BLOCKING
15# FELT
PAPER BACK METAL LATH
PARGE COAT OF CEMENTITIOUS
FINISH TO BE 7/8" THICK FINISH IN
THREE COATS. TYP. U.N.O. AT
EXT. FRAME WALLS. SEE
ELEVATION SHEETS FOR
TEXTURES
GABLE TRUSS
CDX PLYWOOD OR 7/16" OSB
1/2
SHEATHING ATTACHED W/ 10d
NAILS @ 6" O.C. EDGES AND 12"
O.C. FIELD
NOTCH "L" BRACE HERE
WEEPSCREED
INSTALLED PER MANUF.
MOISTURE BARRIER
OVERLAP TRUSS BRACING
AT LEAST TWO TRUSS SPACES
TOP CORD BLOCKING
FOR FIRST FOUR ROWS
OF TRUSSES @ EDGES
OF SHEATHING TYPICAL
BACKNAIL W/ (2) 16d NAILS
2x4 OUTLOOKER @ 24"
O.C. (OPTIONAL - SEE
24" MAX.
ELEVATIONS)
USP RT16 OR EQUAL @
EA. OUTLOOKER
DOUBLE TOP PLATE
2x4 CROSG BRACE APPROX.
8" FROM RIDGE FASTENED AT
USP SPT4 EACH JOINT W/ (2) 1 Od & (2)
@ EA. 10d TOE NAILS @ EA. END
STUD -2X6 FRAMED WALL - SEE
// WALL SECTION FOR SPACING
-11/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
W/ 10d NAILS @ 6" O.C. EDGES
AND 12" O.C. FIELD
15# FELT
PAPER BACK METAL LATH
PARGE COAT OF CEMENTITIO(
!"
t24" A
DOUBL
2 4 CF
8 FRC
rr
A . M
2X4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN
O.C. FOR THE FIRST (4) ROWS
THREE COATS. TYP. U.N.O. AT
L
OF TRUSSES FROM EA. END
EXT * FRAME WALLS. SEE ELEV
TYP. TOP & BOTTOM ATTACHED
SHEETS FOR TEXTURES
W/ (2) 16-d TOENAILS
(2) 16d NAILS
2x4 LEDGER (MATCH BOTTOM
2X4 BLOCKING
CHORD SLOPE OF ADJACENT
2x4 'IT" ON TOP OF PANEL
TRUSS)
BLOCKING, FASTEN WITH 1 Odx�
@ 4" O/C
SECTION
SCALE: N.T.S.
ALL LATH AND LATH ATTACHMENTS TO
BE OUT OF CORROSION
-RESISTANT
MATERIALS
TOPCORD
BLOCKING FOR
2x4 OUTLOOKER
BACKNAIL W/ (2)
FIRST FOUR ROWS
SEESTRUCTURAL
16d NAILS @ 24" O/C
OF TRUSSES @
NOTES AND NAILING
x
EDGES OF
SCHEDULE FOR
SHEATH ING TYP.
SHEATHING DETAIL
USP RT1 � 6R
"L" BRACE TO
EQUAL @ EA.
2"x4" CROSS BRACE
OUTLOOKER
24"
EXTEND AT LEASI
AX,
APPROX. 8" FROM
90% OF WEB
RIDGE FASTENED AT
LENGTH (SEE
EACH JOINT W/ (2)
TABLE)
10d & (2) 10d TOE
GABLE TRU S- S-
NAILS @ EA. END
1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
2x4 PANEL BLOCKING
ATTACHED W/ 1 Od NAILS
@ 48" O/C FOR THE
6" O.C. EDGES AND 12" 0.(
FIRST (4) ROWS OF
(2) 16d
FIELD
TRUSSES FROM EA.
I NAILS
N
15# FELT
END TYP. TOP &
PAPER BACK METAL LATH
BOTTOM ATTACHED
PARGE COAT OF
W/ (2) 16-d TOENAILS
CEMENTITIOUS FINISH TO
41
c5m
BE 7/8" THK FIN IN THREE
USP HGAl 0 @ 36" O.C.--"
COATS. TYP. U.N.O. AT
DBL. TOP PLAT
EXT. FRAME WALLS. SEE
USP SPT24 @ EACH STUD
ELEVATION SHEETS FOR
TEXTURES
STUD WALL (SEE TYP. SE
2x4"r'ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
SECTION
r4
SCALE: N.T.S.
1\15�
BACKNAIL W/ (2) 2x4 OUTLOOKER
8d @ 6"O/C
F 16d NAILS @ 24" O/C
WOOD TRUSSES
TOPCORD
—F
BLOCKING FOR
USP RT16 OR
FIRST FOUR ROWS
x
EQUAL @ EA.
OF TRUSSES @
OUTLOOKER
EDGES OF
SHEATHING TYP.
BRACE TO EXTEND
/-"L"
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
E TRUSS
1/2" CDX PLYWOOD OR 7/16"
(2) 16d NAILS
OSB SHEATHING ATTACHED
W/ 1 Od NAILS @ 6" O.C.
EDGES
AND 12" O.C. FIELD
USP HGAM10 W/(4)-3/16"xl-3/4" -
TRUSS
WEDGE BOLTS & (4) SDS 1/4" x 1
SEE PLAN FOR
1/2" SCREWS
IflJACK
--�A�C-:ONNECTION
2x4 "T"ON TOP OF PANEL
BLOCKING, FASTEN WITH
1 Odx3" @ 4" O/C
2x4 BLOCKING W/
(2) 12d TOENAILS
SECTION 9�
SCALE: N.T.S. L5
MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL
SCALE: N.T.S.
6" OVERLAP
M
S5
"L" BRACE W/ 1 Od @ 4"O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
U�v rl� IV k I I F.1
GABLE END BRACING DETAIL SCALE: 3/4"=l'-O"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
2 x 4 BLOCKING W/(2) 1 Od
TOE NAILS @ EACH END @
24" O/C (TYP)
\L-BRACING W/(3) 10d x 3"
EACH CONN. @ 24" OIC Qv
_MOISTURE BARRIER
BOND BEAM
-MASONRY WALL
ARCHITECTURAL FINISH
EXT. WALL CONN. a NON - LOAD
BEARING LOCATIOR (UNEVEN CLG.) E
SEE TYP. WALL SECTION FOR SCALE: N.T.S.
ADDITIONAL INFORMATION. �'S5
1" BRACING REQUIREMENTS
STUD
SPACING
NO
"L" BRACE
(1) 2"x4" (U.N.O.)
"L" BRACE
2"x6" (U.N.O.)
"L" BRACE
24"
0-0" - T-O"
T-O" - 6'-0"
6'-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
@ EACH STUD
HIP FRAMING REFERENCE PLAN
0
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2x4 BLOCKINCT-,,,,, --2x4"T"BLOCKING
@ 48" O.C. 16d NAIL
"U'BRACE
ATTACHED W/
10d NAILS @ 4'
O.C. TYPICAL
GABLE TRUSS WEB
DOUBLE "L" BRACING DETAIL
SCALE: N.T-S- S5
W
:J�j
P4
L
2x4"1" BLOCKING
2x4 BLOCKING @
48"O.C.
---16d NAIL
"L" BRACE ATTACHED
W/ 10d NAILS @ 4' 0.
TYPICAL
GABLE TRUSS WEB
SINGLE "L" BRACING DE 6
SCALE: N.T.S.
DIAPHRAGM 4
BLOCKING @
48"O/C
I ,,-GABLE TRUSS
IT: TRUSS VERTICAL
(2) 2"x8""L" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACE r7
AS PER HIB 91 SCALE: N.T.S.
\1 �'
20'-0" MAX 20'-0" MAX
"X'-BRACE SEE DIET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
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CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCSI 1-03
SCISSOR TRUSS
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
X 0-
<
/TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48' O.C. CONTINUOUS
TO FIXED LOCATION ATTACHED W/
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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
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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LAST PLOT
DATE
Mar. 15, 17
0
STRUCTURAL
DETAILS
12
171z"71
BAFFLE
INSTALLATION
PER CHART
ON SHEET S3
5/8" OR 1/2" HIGH STRENGTH CEILING
BOARD PER CODE W/ 13/8" DRYWALL
NAILS OR DRYWALL SCREWS 7"O/C
CEILING & 8"O/C WALLS
1/2"GYP WB
DOUBLE 2x S.P.F. TOP PLATE
(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR
GRATER & (2) LAYERS TYPE 1 (#15) OR TYPE 11 (#30) UNDERLAYMENT
FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7.
PRE ENGINEERED
WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS
O.C. MAX. -15 LB ROOFING (SHINGLES)
-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
lx2 NAILER
PLYWOOD SHEATHING
2X BLOCKING @ EA. WALL
NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
SHEATHING JOINT
FOR MORE INFO
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16"O.C. 2X S.P.F. STUDS
W/ (4) 16d TOENAILS TO TOP PLATE
m
0 (D
7/8"CEMENTITIOUS FINISH PER ASTM C. 926
APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER
2x BOT. PLATE W/ (2) 1 Od @ 6- O.C.
METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d
M uLji
LAYER 1/8"THICK.
COMMON @ 6' O/C EDGES AND 12' O.C. FIELD
LL
U- m
m
INSULATION PER CHART ON SN1
1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6' O/C
TOONE SIDE OFTHE FLOORTRUSS FOR AN AREA 1000SQ.
B R
< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/
FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED
SPACE INTO APPROX. EQUAL AREAS. e
FLOOR SYSTEM
METALSEAT
OR FELT
PAPER FOR
MOISTURE
BARRIER
A
1/2"HIGH STRENGTH OR 5/8"GYP WB (OR 5/8"—
GYP. TYPE - X- @ GARAGE ONLY) W1 13/8'
DRYWALL NAILS OR DRYWALL SCREWS 7"OtC
CEILING & 8'O/C WALLS
1/2"GYP WB
INSULATION PER
CHART ON SN1
NOTE: LAP SHEATHING TO BOTTOM
OF BAND JOIST TYPICAL
lx WD FURRING @ 24"O.C;
BASEBOARD
MIN. 2500 PSI CONC. SLAB I F
MIN. PSI MAY VARY PER
MUNICIPALITY
�l
4
Ei,
cli A
4
j
El :--11111 - .. ' *A '� . .
6X6 WlAxWl.4 . L4.
WWF OR FIBERMESH
H_ 4.
1 11
STD. 90 HOOK (SEE DETAIL)
8"x8"XI6"CONC. KNOCKOUT
BLK. W/1#5 ROD CONT. FILLED
SOLID W/GROUT
FINISH
(1) #5 VERT. IN FILL CELLS (SEE
FOUNDATION PLAN & NOTES)
W
uj
0 4"x4" INSPECTION PORT AT
_j
0- EACH FILL CELL TYPICAL
w
W
AT GARAGE CONTRACTOR
F
TO CUT BLOCK OR POUR
CURB DUE TO SLOPE
NOTE: EXTEND GECO FINISH
/_4'to 6" BELOW GRADE
GRADE
HI I IEEI I F
99
I F
1 ft
\_STD. 90'HOOK
ITI ILL[ (SEE DETAIL)
(3) # 5 REBAR ON 3" CHAIR
W/3" MIN. CLEARANCE
TYP 2-STORY WALL SECTION
SCALE: 3/4"=l 1-0.
S6
USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD
2ND FLOOR FRAME CONNECTION
SEE J/S-6 FOR ADDITIONAL INFORMATION.
USP LSTA24 STRAP W/ 8-10d x 1-1/2"
NAILS TO STUD & 8-10d x 1-1/2" TO
BAND JOIST @ EA. STUD
2nd FLOOR WALL ------
BAND JOIST
*USP MP4F @ 24"
o.c. w/ 12-8d NAILS
1 st FLOOR WALL
USP LSTA24 STRAP w/ 8-1 Od x 11/2" NAILS
TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @
EA. STUD
2ND FLOOR FRAME CONNECTION
SCALE: N.T.S.
@ WOOD 1 ST FLR. SCALE: N.T.S.
UPLIFT CAP = 928 PLF
SHEAR CAP = 355 PLF
SEE J/S6 FOR ADDITIONAL INFORMATION.
2"x4" PANEL BLOCKING @ 48" O/C
FOR THE FIRST 8'-0" OF END
WALL FROM EA. END. (TYP.) TOP &
BOTTOM CHORD ATTACHED W/ (2)
16d TOE NAILS
DECKING -
FLOOR TRUSS
SEE FRAMING
PLAN
2"x4" CROSS BRACE @ 48"
END WALL W/ (2)10dx3" @ EA.
O/C FOR THE 1 ST 2'0" OF
END INTO 2"x4" BLOCKING
rEND SHEATHING TO
)F BEAM OR GIRDER
kTE W/
O.C.
)OR TRUSSMOIST
2"x BOT. PLATE W/
(2) 10d @ 6" O.C.
NOTES: * USE
MP4F & EXTEND
SHEATHING TO
BOTTOM OF RIM
BOARD/BAND
JOIST FOR
SHEAR WALL
ONLY.
SPACER
BLOCKS
"T" CORNER
TYPICAL 'IT" AND CORNER
DETAILS
rN
SCALE: N.T.S.
2ND FLOOR FRAMING - SEE
SECTION J/S6
ATTACHED WALL SHEATHING
TO BOTTOM PLATE/CHORD W/ 8d
@ 4" O/C, 2 ROWS STAGGERED
FLOOR TRUSS SEE FRAMING PLAN
WEEP SCREED
INSTALLED PER MANUF.
USP HTA20 @ 24' O.C. W/
10-1 Od X 11/2" NAILS INTO
BLOCKING TRUSS & MIN. 4"
EMBEDMENT IN CONIC.
2ND FLOOR FRAME CONNECTION
PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0"l
SEE TYP. 2-STORY WALL SECTION
FOR ADDITIONAL INFORMATION.
W
70!
2x STUDS@ 16"O.C.
2' x BOT. PLATE W/
(2) 1 Od @ 6" O.C.
PRE-ENGINEERED
FLOOR TRUSSES
FLOOR CONNECTION
@ MASONRY 1 ST FLR. SEE J/S6
FOR ADDITIONAL INFORMATION.
PROVIDE CONTINUOUS
BLOCKING FROM B.U.C.
TO MASONRY BELOW
(4) 1/4" X 2 1/4" TITEN
SCREWS TO MANSONRY
WALL PER STRAP
WOOD TO MASONRY
CONNECTION W/ MSTAM36
SEE JIS6 FOR ADDITIONAL INFORMATION.
ATTACHED WALL SHEATHING
CONTINUOUS TO BOTTOM RIBBON
W/ 8d @ 4" O.C., 2 ROWS STAGGERED
2X4 RIBBONS, EACH W/ 4-16d
NAILS INTO EA. FLOOR TRUSS
WEEPSCREED
INSTALLED PER. MANUF.
.USP HTA20 @ EA. TRUSS
W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR
TRUSS & MIN. 4" EMBEDMENT IN
KO BLOCK
SCALE: 3/4"=V-0"
MR
— (3) 2X4 B.U.C. U.N.O.
REFER TO B.U.C. DETAIL
8/S5 FOR NAILING INFO
8 - 1 Od NAILS TO
STUD PER STRAP
R SYSTEM
MSTAM 36
SCALE: N.T.S.
RIBBONS
WALL
60�
DETAIL (FLOOR TRUSS
SCALE: 1 1/2"=l'-O" "6')
NOTE:
SEE TYPICAL WALL SECTION
C/S3 FOR ADDITIONAL
INFORMATION
(1) ROW OF 2x BLOCKING @ MID
HGT. FOR WALL HGT. < V-13". (2)
ROWS OF 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > 8'-6"
USP SPT22 @ EA. STUD
2 x STUDS @ 16" O.C.
2X P,T. PLATE
4f
'I SEE SHEATHING
SPECS ON FLOOR
1/2" GYP. W.B. MIN. @
GARAGE SIDE IF APPLICABLE
5/8"DIA. x 10" "J" BOLT W/ 8"
F_
EMBEDMENT @ 24" O.C. W1
2"DIA.X 3/16" PLATE WASHER
(MIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
6 x 6 W1.4 x W1.4
WWF OR FIBERMES
-(U4> A
A
4
. 44
A
+(3)#5CONT.ON3"
LIF, P, FlI__lF:lL__lTTLll�=1+l I
I
11 CLEARANCE
8" 1 -81, 1 8" 1 CHAIR W/ 3" MIN.
INTERIOR 2-STORY FRAME SECTION r�S
SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O"
ADDITIONAL SLAB INFORMATION.
S6
2 - S.P.F. #2 CONST. GRADE TOP PLA
SPLICE MIN 48" APART
NAIL
ING
t
SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
OPENING
0- NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL
E NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL
NAIL OPENING PERIMETER @ 3' O.C. W/8d COMMON NAIL
@NAIL INT. AT 6" O.C. W/8d COMMON NAIL
L
(g)STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C.
)OR SYSTEM
W/8d COMMON NAIL
NO SPLICE @ HEADER - NAIL SHEATHING TO
IF FULL HEIGHT SHEATHING (FROM TOP HEADER W/8d COMMON NAIL@ 4' o/c
OF TOP PLATE TO BOT. OF TRUSS) NO
JOINT BLOCKING IS REQ'D. SAME NAILING 2x4 P.T. BASE PLATE 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATF
PATTERN REQ'D
-WALL SHEATHING INSTALL. & NAILING SCHED.
SCALE: N.T.S.
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2"x6"WALL
STRAPS
SIZE
JACKS
STUDS
JACKS
STUDS
EA END
EA END
EA END
EA END
1'-4'
(1)
(2)
(1)
(2)
(1) USP LSTA30
4'-9'
(2)
(3)
(2)
(2)
(1) USP LSTA30
9'-16'
(3)
(3)
(2)
(3)
(2) USP LSTA30
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
2-ROWS 12d NAILS
STAGGERED @ 12' O/C EACH
Z
FACE OR 3-ROWS 12d NAILS
STAGGERED@ 12- O/C FOR
2"xl 0" OR GREATER HEADER
@
2x CRIPPLES
16" O.C. W/ (2) 12d
TOENAILS T/B
(2) 2x HEADER SEE PLAN
S4
1 Od NAILS 8" O/C TYP. \—INTERIOR HEADER
BOX HEADER (1) 2x SILL PLATE W/ (2)
12d TOENAILS.
ONLY
DOUBLE 2x CRIPPLE STUD EXTERIOR HEADERS
TYPICAL (U.N.O.) (1) 2x SILL PLATE W/ (2)
12d TOENAILS. OPENING
LARGER THAN 4 ft (2) 2x
SILL PLATE W/ MP3 CLIPS
EACH SIDE
2x STUDS TYP.
T. BOT. PLATE
FLOOR TRUSS/
BEAM
0 0 �4
SEE PLAN FOR REQUIRED
CONNECTIONS
LOAD BEAR I NG/EXTERIOR FRAME
WALL HEADER DETAIL rM
M
S6
(2) ROWS OF 2x BLOCKING
@ THIRD POINTS
-R
5/8"DIA. x 10""J" BOLT W1 8" 'PICAL\
EMBEDMENT @ 24" O.C. W/
2"DIA.X 3/16" PLATE WASHER
(WIN. SHEAR 3500#. MIN. TYPICAL
TENSION 2600#.)
2500 PSI CONCRETE MIN.\
SLAB W/ 6x6 Wl.4xWl.4
WWF OR FIBERMESH
4 4
. .
4
C*4
.. �A
A A'
4'
cn d
— —_—I 1 4
A
? 4
_I I JE A
I HI I 1 .4
F17,
1_�Fr 1! 1�
(3) # 5 REBAR ON 3" CHAII 11-811
W/3"MIN. CLEARMCE
ALTERNATE FOOTING
@ WOOD 1ST FLR. SEE J/S6
FOR ADDITIONAL
INFORMATION.
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.
-USP SPT22 @ EA. STUD
-2X P.T. PLATE
WEEP SCREED INSTALLED PER. MANUF.
co
FINISH GRADE
co
1 v
SCALE: 3/4"=V-0" � S6
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IV
cr)
LAST PLOT DATE
Mar. 15, 17
STRUCTURAL
DETAILS -MONO
DOOR JAMB (REFER lX4 1/2"DRYWALL
DOOR JAMB (REFER
lx4 F 1/2" DRYWALL
DOOR JAMB (REFER
TO SHT. SDW2-Kl
X 4 1/2" DRYWALL
1X 4
TO SHT. SDW2-Kl
P.T.
TO SHT. SDW2-Kl
FOR CONN. DETAILS
FOR CONN. DETAILS
FOR CONN. DETAILS.
1)
X4
1 X4
3-1/4" LONG X 3/16-0
X 4
FURRING
3/16"0 X 3w LONG
TAPCONS
FURRING
3/16"0 X 3-1/2" LONG
FURRING
TAPCON. INTO
STAGGERED @ 16'
TAPCONS STAGGERED
2X8
BLOCK@ SPACING
V
DETAIL
O.C. 2-ROWS INTO
lX8 P.T.
STAGGERED @ 16" O.0 .
2-ROWS INTO
lX8
PER MANUFACTURE
MASONRYTHROUGH
1-1/211 DETAIL
MASONRYTHROUGH
311 DETAIL
x4 P.T. & lx8 P.T.
lx8 P.T. & 2x8 P.T.
3/16" x 3 -1/2"
al 10 xa-
TAPCON
TAPCON @ 16"
0 . C_ & 4" FRc
O.C. & 4" FROM
1 X4 P.T.
3/16"x 3 -1/2"
DOOR JAMB (REFER
1/2"DRYWALL
DOOR JAMB (REFER
CH END
EACH END W1 MIN
vv
DOOR JAMB (REFER
TAPCON
TO SHT. SDW2-Kl FOR
FlX4
TO SHT. SDW2-Kl
2 EDGED
2" EDGE DIST.
I
TO SHT. SDW2-Kl
CONN. DETAILS ----
FOR CONN. DETAILS
FOR CONN. DETAILS
1 Od @ 12" O.C.
lX4
FURRING
2X8 P.T. WITH 3/16"0 X 3"
L 2x P.T. AS REQlD
gy'l P T
2X8 P.T.
LONG TAPCONS
STAGGERED @ 16" O.C.
2X8
2x DETAIL
2 1/4"
DETAIL
2-ROWS INTO MASONRY
3-1/411 DETAIL
BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
SCALE: N.T.S. SS
2x8 P.T. BUCK -CONNECT TO BLOCK
W/ 1/4"x 3 1/4"TAPCON ( 1 1/4" MIN.
EMBEDMENT INTO BLK.)
1 X 4 FURRING
BLOCK HEADER
1/2"DRYWALL
8d NAILS AT 8" O.C. AT BUCK
2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
BRACE(S) 2 x 8 BRACE/ BLKG.
7/16"OSB
ARCH PANEL CUT HOLE IN O.S.B. FOR
BUILT UP PLWD. BUCK
-CELL IN THIS AREA
SCRIBE (NOTCH) POLY
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
CONNECT W/ 8d NAILS BRACE/ BLKG.
INSTALL WDW. SCREW ANCHOR--/ x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
1-1/2"THIK, OR MORE BUCK WITHIN 6"MIN. OF START OF ARCH
ARCH DETAIL
SCALE: N.T.S.
�s
BLOCK HEADER
1 X 4 FURRING
8d NAILS @ 8' O.C. AT BUCK
PROVIDE 2 x 8 DIAG. BRACE BI
VERT. BRACES WHEN HGT. OF
BRACE EXCEEDS 24"
2 x 8 VERT. BRACE(S)
BUILT UP PLWD. BUCK -
SCRIBE (NOTCH) BACKSIDE
TO FIT ARCH CONNECT W/
8d NAILS
INSTALL WDW, SCREW---'
PER INSTALLATION DETAILS
ANCHOR INTO ARCH BLKG.
1/4" MAX
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK
2 x 8 BUCK - CONNECT TO BLOCK
WITH 1/4" x 3 1/4"TAPCON (1 1/4"MIN.
EMBEDMENT lhl��.
/4"MAX
2'-0-
,(`
SOLID BLKG. AT TOP BTWN. ARCH
BLKG. & BUCK
2 x 8 VERT. W/ (2) 10d
NAILS AT EA. END ----------
LEAVE A CUT OUT IN O.S.B. ON TWE,---
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
7/16" OSB ARCH PANEL
tsi;=
-,_2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
BTWN. OSB, ARCH FACES W/ (4) 10d NAILS EQUAL
THRU OSB INTO 2 x 8
ARCH DETAIL
113-13 rK
SCALE: N.T.S.
GLASS BLOCK INSTALLATION NOTES
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
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
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
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
COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
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.
PRESS PANEL REINFORCING INTO PLACE.
COVE
SMOOT
H. DO NO FURROW.
R PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
REMAIN FREE OF MORTAR.
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
INSTALLATION OF GLASS BLOCK.
SECTION
A -A
2'-0" 78.
1/4"x 3 1/4"TAPCONS
-LEAVE A CUT OUT IN O.S.B. ON THE
INSIDE TO ALLOW FOR INSULATION
TO BE INSTALLED
2 x 8 45 DrAGONAL BRACE AT EA.
FACE OF ARCH W/ (3) 1 Od NAILS
AT EA. END
PROVIDE TAPCON WITHIN
4"MIN. OF BRACE
START OF ARC
A ivi UIA' ;M 0
SECTION
13-13
8-
EQUAL
20 ga. PANEL
ANCHOR--\
9 ga. PANEL
REINFORCING
(EVERY OTHER
COURSE)
PROVIDE 2x
PROVIDE (2) MIN. CONT. W/ (3)
TAPCON AT EA. SIDE
BUCK - (1) WITHIN 4" 12d NAILS
MIN. OF START OF
ARCH
START OF ARC
4'MAX. RAD.
EXPANSION STRIP
1/4" EXPANSION BOLT (2
PER ANCHOR)
EXPANSION STRIP
-SEALANT
MAX. 8"
PROPER INSTALLATION
t
FILL SOLID
BOTH CELLS
t
#5 REBj
(TYP5
STD. 90'
HOOK (I
Ell,
7/
. .......... 7 [.
/i
±5 A
LNOTCH WEB AT
FIRST 2 COURSI
- CAPACITY = 945 # FOR 1 STRAP
= 1890 # FOR 2 STRAPS
I -PLY PRE-ENGINEERED TRUSS
USP RT16M W/ (8) NAl 1 NAILS & (6) J" x 21"
TAPCONS
(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
1 Od NAILS x 1 NAILS AND
(4) " X 14", WEDGE BOLTS (1) STRAP 1225
(2) ZS'TRAPS 2450#])
BOND BEAM OR CAST
IN PLACE BEAM
RETROFIT TRUSS DETAIL
N.T.S.
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
- WOOD
IF TRUSSES USED) W/ (3) #6 X 41W
O.C. MAX. OR IF MASONRY
SCREWS @ 16
WALL USE (3) 1/4' X 3 1/2" TAPCONS AT 16"
O.C.
JACK TRUSS PROVIDED BY
TRUSS COMPANY OR
2x6 #2 SYP @ 24" O.C.
ROOF SHEATHING ATTACHED
PER NAILING SCHEDULE
(5) -12d NAILS
2X6 TO 2X4
6- MIN. LAP SPLICE W/
REINFORCING PANEL
. . ...
, ", .::
6" MIN. LAP
_15
SPLICE
NOTE:
o,��
1�_SEALANT SEE GLASS BLOCK INSTALLATION NOTES,
GLASS BLOCK DETAIL
GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
TRUSS COMPANY OR 2x4
JACK TRUSS PROVIDED BY
#2 SYP @ 24- O.C.
12
SEE
PLAN
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
IF TRUSSES USED) W/ (2) #6 X 41/." WOOD
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16"
O.C.
FILLED CELL PER
FOUNDATION PLAN
5
YP.)
-
THE
:S
I lKIAt-%f-%[:0-rADl C IKIC'rAl I 'rInKI
FILLED CELL INSTALLATION H
SCALE: N.T.S. SS
2 X 4 #2 SYP SCAB TO SIDE OF
TRUSS AS SHOWN FOR O.H. UP TO Z-13"
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
(2) 1 Od NAILS @ 8" O.C.
0 TO TRUSS TOP CHORD
+
+ + PLYWOOD SHEATHING
+ +
+ +
+
TRUSS
IIX#ALL
USP RT3A 2X4 SYP
EACH TRUSS
CONNECTOR
SEE LINTEL-
SCHED.
f L
SECTION @ ENTRY
SCALE: 3/4" V-0"
l\!—S
(1) #5 BARS CONT.
TOP WITH MIN. 3"
COVER
6'-0"
L
iRADE 1>
cli
p
L 16" MIN.
MASONRY WALL. SEE PLAN FOR
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
W.W.M. AT PERIMETER
WHERE THIS CONDITION
OCCURS
L-F.F.
(2) #5 REBAR. MIN. 3"
COVER EA. WAY
SECTION AT DEEP MONO FOUNDATION
SCALE: 3/4" = V-0"
PRECAST LINTEL
NTER
SEE ELEVATION
FOR OVER HANG
(MAX. 4'-0")
BLOCKING AS
REQUIRED
TO SUPPORT
SOFFIT
SECTION @ ROOF EXTENSION rm
SCALE: 3/4" V-0"
� �s
q;=r-.RI49=F:T T12 AND
FOR
HTT16W/(18)-16d NAILSTO
STUDS & (1) - 5/8" DIA. ALL
THREAD ROD EPDXIED W1
SIMPSON "SET"EPDXY MIN.
5" EMBEDMENT & 3" MIN.
EDGE DISTANCE
RETROFIT FOR MISSING MSTAM STRAP
SCALE: 3/4" = V-0"
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
3/4" PLYWOOD DECKING GLUED -
AND NAILED W/ 8d COMMON @
6"O.C. EDGES AND 12"O.C. FIELD
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d @ 4"
O.C., 2 ROWS STAGGERED
--2x BAND JOIST W/ FACE NAIL 1 Od
@ TOP & BTTM CHORD, AND (8)
FACE NAILS 10d @ TRUSS VERT.
WEB
NOTE:
LAP SHEATHING TO
BOTTOM OF BAND
USP HGAM1 0 @ 12' O.C. w/4-SDS
1/4xl 1/ BAND
JOIST & (4) 3/16'xl-3/4' WEDGE
BOLTS INTO K.O. BLOCK
RETROFIT FOR MISSING EMBEDDED STRAP
SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
FILL lst 4 COURSES
SOLID WIGROUT
.1 A,
FOR OVERHANGS BETWEEN OVER 11/2"
CONTACT ENGINEER OF RECORD FOR
FURTHER INSTRUCTIONS.
OVERHAN
RETROFIT WALL OVERHANG DETAIL (NTS
FOR OVERHANGS BETWEEN 3/4"TO 11/2"
F3'T FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D.
11-011 51-011
NISH
SCALE: N.T.S.
T
.. 1> ., A #5 BAR
10" A' CENTERED W/
I>
IN TOP 9
KNOCKOUT/ N
CHAIR BLOCK
%
MONO FOOTING
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
CLEAN FILL
DIRT
--STANDARD
90r HOOK
#5 BAR IN
FILLED CEL bl.
Nq �l .1 't 't .1 � I V v �; �, �, sk
'\- STEMWALL FOOTING SIZE AND
MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL
SECTION DETAILS
SCALE: 3/4"= V-0"
EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD
FOR ADDITIONAL INSTRUCTION.
EXISTING BOND BEAM.
DRILL 3/4"X6" MIN. HOLE
SET BAR IN EPDXY
CAP TO PREVENT LEAKAGE
#5XVEMBEDDED INTO
z
EXISTING BOND BEAM
0
FILL CELL FULL HEIGHT W/
U-
W
NON SHRINK GROUT.
0
2
_j
rAui
0
<
:5
1
DEDINTO
EXISTING FOOTING
2-#5X6'IN C ONC.
<
04
FILLED CELL
DRILL 3/4"X6" MIN. HOLE
SET BAR IN EPDXY
SAW CUT
(A
SECTION
EXISTING FOOTING
SCALE: N.T.S.
RETROFIT FILLED CELL DETAIL
SCALE: N.T.S.
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9
LASTPLOT DATE
Mar. 15, 17
0
STRUCTURAL
DETAILS-RETRO
FIT
IN
STRINGER MUST MA
CONTACT WITH LAN
PT NOTCHED INTO STRINGER -
D NAILED TO FLOOR WITH GLUE
STRINGER CONTACT POINTS
2x4 CUT C..
DOES NOT BEAR IN
WALL GLUED TO
2x8
SECTION VIEW "All
SCALE: 1 V-O"
STRINGER MUST MAKE
FULL CONTACT WITH LANDING
THEN WRAPPED AROUND STUD (USP
MTW12)
2X4 CUT ON BEVEL
PLAN VIEW DOES NOT BEAR IN
S___1 - = 1 '-Olt WALL
CALE. 2�
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
MAINTAIN BETWEEN 1"
4
AND-1'GAPTOPAND
2
BOTTOM, GLUED AND
2x4 syp
NAILED TO STRINGER
blocking
strap (U
strap (U
M
M
2xl 2 TREAD
GLUED AND
NAILED ---
2x4 PT NOTCHED INTO
IN ED \7L-2x8 SYP DRYWALL STOP MUST
STRINGER AND TAPCON
NOT TOUCH STRINGERS
INTO FLOOR WITH GLUE
1
STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING
k
POINTS x4 GLUED AND NAILED TO STRINGER
E FOR DRYWALL SPACING
SECTION VIEW
I
SCALE: 1 --0-'
2x SYP CUT TO FIT
BEARSIN WALL
2x12 SYP B
IN WALL
OA-16"W%
2x4 PT NOTCHED IN
AND NAILED TO FL(
AT STRINGER CON'
SECTION VIEW "D11
FILLER STRIPS ADDED
GLUED & SCREWED TO
PLYWOOD DECKING
SCALE: 1 V-0"
PLYWOOD
—2x SYP CUT TO FIT
BEARS IN WALL
_--2xl2 SYP
BEARS IN WALL
BULLNOSE DETAIL
SCALE: 1 V-0"
-2x4 GLUED
AND NAILED
SECTION D-D
SCALE: 1 V41-
3/4 PLYWOOD
ON DECK
-2x8 SYP GLUED
AND NAILED TO
FRAMING
2x12
TREAD
GLUED
AND
NAILED
2x4 PT NOTCHED INTO
STRINGER AND TAPCONED
INTO FLOOR WITH GLUEAT
STRINGER CONTACT
POINTS
BLOCKI�p FOR
STRAP
MTW12)flSp 7
x8 SYP DRYWALL STOP MUST
"I
NOT TOUCH STRINGERS
2
N
GLU 'JED AND NAILED TO STRINGER
/ORDRYWALL SPACING
w
ALIGN THIS STUD WITH
FACE OF 2ND RISER
2x4 SYP BLOCKING
FOR STRAP
(USP MTW12) BEHIND
RISER
SECTION VIEW 111311
SECTION VIEW "Ell
SECTION VIEW
SCALE: 12" = 1'_O"
SCALE: 1 1'-0"
ER
-3/4" RISER CUT TO FIT
MAINTAIN BETWEEN 4
AND J" GAP TOP AND
BOTTOM, GLUED AND
NAILED TO STRINGER
2X4 BEHIND RISER
BLOCKING FOR
1x4 GLUED AND NAILED TO STRINGER
STRAP GLUED TO
RISER AND TREAD
-2x8 SYP DRYWALL STOP MUST
NOT TOUCH STRINGERS
BLOCKING FOR 2x12
PT UNDER 2x12
ATTACH ALL COMPONENTS
OF STAIR TO CONC. W/ I.- X
4
2 TAPCONS @ MAX. 32" O.C.
TREAD
4 GLUED AND NAILED TO STRINGER
DRAFT
)p
8 SYP DRYWALL STOP
JST NOT TOUCH
'RINGERS
x4 BLOCKING FOR 2x12
K4 PT UNDER 2x12
2X4 CUT ON
BEVEL GLUED
AND NAILED TO
LVL
SCAB 2x4 GLUED AND NAILED (EACH
2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12
STRINGER
STRINGER
---PROVIDE MOISTURE
PROTECTION
ATTACH ALL COMPONENTS
) t: I Z�i
OF STAIR TO CONC. W/ x
0
i� C.
2 -1. TAPCONS @ MAX. 32" O.C.
4 K
_1x4GLUEDAND---
NAILED TO STRINGER
SECTION VIEW 11C11
SCALE: 1 1'-0"
TOP OF
RINGER
CONN. TO BOTTOM NEWEL POST LET INTO
OF NEWEL POST THE BLOCK
PER CONTRACTOR
PROVIDE
BLOCKING
-----2X8 BLOCKING
FOR NEWEL POST
TO ANCHOR TO.
dinnn PROVIDE SOLID BLOCKING (GLUED AND NAILED)
FLOOR GIRDER BELOW ALL NEWEL POST
OR 1 -4 x 16" VL
4
FROM JOIST TO JOIST. USE
2 X 12 BLOCKS, GLUED AND \\-FLOOR
NAILED TO JOIST. TRUSSES
NEWEL POST
SECTION VIEW "G11 BLOCKING -
SCALE: 1 V-0" SCALE: 1 V-0"
NOTE:
RE
ARCHITECTURAL PLANS FOR
FIRE BLOCKING LOCATIONS
AND SPECIFICATIONS.
314 PLY"
ON DECI�
-2x8 SYF
AND N/
FRAMIIN
2x4 BLOCP
SCALE: 1 V-0"
0 1 /AIM UUINO I r%UU I IUIN Ur I PUL0
(IF 11X17 REDUCE SCALE.5)
SCALE: AS NOTED
JOINT
-TO
)ISTS)
NAILED AND
TOP PLATE
NTO RIM BAND,
ID NAILED TO
WALL BELOW
JOINT
-TO
)ISTS)
2X
USP (1
L-1
ECTION VIEW "1-111
SCALE: 1 V-O"
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ILI
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0
(N
LAST PLOT DATE
Mar. 15, 17
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.
I MATERIALS
• F'C 8" PRECAST LINTELS = 3500 PSI
• FC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS 6000 PSI
• F'C 4" PRECAST LINTELS = 3000 PSI
• GROUT PER ASTM C476 FG = 3000 PSI W/
MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11
INCH SLUMP.
IGENERAL 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 ACCOMODATE 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 L/180.
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.
I 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 CAPACrTY CAN BE 09TAINED 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 EVALUTE CONCENTRATED LOADS FROM THE
SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING
MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT.
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
• CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM
NET AREA COMPRESSIVE STRENGHT = 1900 PISI
• REBAR PER ASTM A615 GRADE 60
• PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION
• 7/32 INCH WIRE PER ASTM ASIO
• MORTAR PER ASTM C270 TYPE M OR S
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 THE COMBINED
LOADING WITH THE FOLLOWING EQUATION:
APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD
Vit CAI LOAD SAFE HORIZONTAL LOA__D
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: 7'-6"
LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15%
REDUCTION => 6472 (.85) = 5501 PLF
SAFE LOAD TABLES
For Gravity, Uplift & Lateral Loads
4^=_4Af"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
SU8
8FHB
812-0
8F16-M
!��
�8R+OB
8F28-OB
8F32-OB
ffIB
8F12-1B
8FF6--IB
00-1B
8F2+1B
*28-IB
8F32-IB
T-10" (34") PRECAST
2231
_SO_6�_
4605
6113
7547
8974
10394
11809
-
-1-1-8091
3069
4605
6113
7547
8974
1639-4
-9502
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
054
10951
_j_069
4605
6113
7547
8974
10394
11809
4'-0" (48-) PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
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
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
-
166_:�_
3090
5365
7547 (36)
7342 (19:
8733 (19
10127 (1
T-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 (3�
8825 (1f,
7'-6" (90") PRECAST
743
1011
-----�6-6j-
1011
1729
2632
2205
2698
3191
3685
1729
--jg-98-�6-81
8467 (44)
6472 (1
9'-4" (112-) PRECAST
___69__9_
554
1160
1625
2564
3486
2818
3302
752
, 1245
1843
2564
3486
14705 (37)
6390 (%
10'-6" (126') PRECAST
535
890
1247
2093
2777
1 2163
2536
643
1052
1533
2093
2781
3643 (38)
4754 (45)
11'-4" (136') PRECAST
362
582
945
1366
1846
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0" (144') PRECAST
337
540
873
1254
1684
2193
2805
3552
-546--
---§-7--3
1254
1684
2193
2805
3552
13'-4- (160') PRECAST
zVo
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168') PRECAST
z/V
424
706
1002
1326
1697
2127
2630
442
706
1002
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.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4" (208-) PRESTRESSED
__
Im.m.
NR
NR
NR
NR
NR
NR
NR
300
1 548
950
1326
1609
1849
2047
19'-4" (232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
2 5
420
750
1037
1282
1515
1716
21'-4- (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
__ NR
180
346
598
1114
1359
1468
2Z-0" (264-) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
_NR
NR
165
315
550
784
1047
1285
1 1399
24'-0" (288-) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
I NR
__i2_9___2_5_0
450
654
(#) 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
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
___
8RU6
8RF6-OB
8RR(�ffi -
8RF14-OB
8RF184
BRF22-OB
rRB
-pj�-,B
8RF10.1 B
BRF14-IB
8RF18-IB
M-1B
JW64B
PBO-IB
4'-4" (52") PRECAST
1635
1749
_S355
4349
5421
6493
7567
1891
3699-
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1596
3063
2992
3968
4946
5924
6904
1756
3699
5206
16639
8060
9479
10893
5'-8" (68") PRECAST
866
920
1770
1716
2277
2839
3402
3966
-116-7
2481
4567
6389
W (34)
7917 (19:
9311(19)
5-10" (70-) PRECAST
810
859
1653
1600
2124
2649
1 3174
3700
1113
2342
4242
6639 (10)8M
(39)1
7402 (19
8706 (19)
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
--�-O-j
1825
3120
15048
7915
9479
10893 (32)
7-6" (90-) PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998 (19)PB�3
J48
1
PRECAST �4�11��9,9999--
466
1568
2253
3129
4091
3146
526
999
1568
2253
3129
4150
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE LATERAL LOADS FOR
R" PRECAST & PRESTRESSED U-LINTELS
<^ZT 4ow"
SAFE LOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
Cmu*
2'-10" (34") PRECAST
1293
1642
2135
T-6" (42") PRECAST
1025
1024
1830
4'-0' (48") PRECAST
765
763
1365
4'-6" (54") PRECAST
592
591
1057
5'-4" (64-) PRECAST
411
411
734
T-10" �70') PRECAST
340
339
607
6'-6" (78') PRECAST
507
721
483
7'-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
10'-6" (126") PRECAST
284
401
178
11'-4" (136') PRECAST
260
452
152
12-4- (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
15'-4" (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
39
24'-0" (288') PRESTRESSED
N.R.
91
33
* SEE NOTE 18
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U-LINTELS
4^zT_4#94"_
SAFE LOAD
PLF
TYPE
BRU6
8RF6
-
REINF.
Cmu*
-LENGTH
4'-4"
(52-)
PRECAST
758
757
1365
4'-6"
(54-)
PRECAST
694
693
1249
5'-8-
(68')
PRECAST
408
407
734
5-10"
(70")
PRECAST
382
381
687
6'-8"
(80")
PRECAST
595
788
510
7-6"
(90")
PRECAST
509
674
393
9'-8"
(116") PRECAST
370
490
227
* SEE NOTE 18
< 1.0
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
<^=-�04"
SAFE LOAD - POUNDS PER LINEAR FOOT
TY`Pj_
LENGTH
��IT
8F16-1T
0(�IT
8F24-IT
18F28-I'T
82-1T
8F8-2T
8F12-2T
BF16-2T
BF20-2T
BF24-ZT
V284T
8F32-2T
2'-10" (34") PRECAST
1972
3173
4460
5747
5747
7034
83h
9608
1972
3173
4460
7034
83219608
T-6" (42") PRECAST
1569
2524
3547
4569
5591
_ 5 . 591
6613
763�6
1569
2524
3547
4569
6613
7636
4'-0" (48") PRECAST
1363
1363
2192
3079
3966
4853
5740
6627
2192
3079
3966
4853
4292
5740
6627
4'-6" (54") PRECAST
1207
1940
2724
5077
5861
1016 1
1940
__3508
2724
3508
4292
5077
5861
-.--1207._
T-4- (64") PRECAST
1632
2290
2949
2949
3607
4265
4924
1016
1632
2290
3607
4265
4924
T-10- (70") PRECAST
909
929
140-
_1693
2694
3295
_12�5
S897
44§8
1492
2093
2694
_j_89_7
4498
6'-6" (78") PRECAST
835 (12)
1340
1880
2419
2959
3498
4038
0 - 3 8
835
-i-34-01-18-
8-0
2419
2102 (11)
2959
_i!�71_(fM)
T-6" (90") PRECAST
727 (23)
1021
(1
163- 2�2�1_0_2
3039 (10)
3508
727
1166
1471(15
2571
L��
3039
3508
9'-4- (112") PRECAST
591
680
113�1
2152 (16)
591
851
552
---68-6-- -
1326
1705
2084
2463
2842
10'-6" (126") PRECAST
530
914(l
-1183
1185(15
1458 (1�
1732'L15,1
2007 (15'
53V_
1526
1034
1865
2204
12544
11'-4" (136") PRECAST
474
485
798(15
1272 (15
1510 (15'
1749 (15
494__599
1028
_TL�
1422
1738
2053
2369
12'-0" (144") PRECAST
441
723 (14)
936 (14)
1151(15'_
1366 (L5
1582 (15
__�7j"
470
543
928
1349
1649
1948
2247
13'-4" (160") PRECAST
418(15
373
606
783 (14)
9624(14
1141 1� '
1321.(U4
1 1993
428
384 (15)
455
346
770
1145
1444
1718
1�
14'-0" (168") PRECAST
559 _(;�
723 (1
887 (14
1
1052
1052 (14'1
1218_(14)
1954
410.-.-.
420
709
1050
_L434_(81
1,694 8
14'-8" (176") PRESTRESSED
239
23
671 (131
823 (131
976 (1�
___ 1129 Ll�
1874 (1
246
390
_519 -(13'
655
968
- 1324
1625 (11)
15'-4" (184") PRESTRESSED
224
302
485 (13)
626 (q
767 (13)
909_(��)__Wg_jp
1801 (14
230
364
609
897
520 (1
1562 (14
174" (208") PRESTRESSED
187
404 (12
637 (12
754 (12
872 (12
192
_1255--
303
500
732
993 (8)
1268 (1
1470 (1
19'-4- (232") PRESTRESSED
162
222
446 (11)
546 (12)
_64 (I
_W _(I�
746 1
1225 (14
261
_3�11)
424
616
83
1�5�714
21'-4" (256") PRESTRESSED
_166-__
142
198
306 (11)
39 1
480 11)
567 (1�
654 (1:
142
230
369
295 (10)
---
531
713 (7)
903 (13
1046 (13
22'-0" (264") PRESTRESSED
137
137
192
378 (1
L 461 C10'.
545 (t
) 629 (1
221
354
1 508
1 681 (7)1
861A13
(13
24'-0" (288") PRESTRESSED
124
175
jq_�) it
341 (10)
416 (10)
491 (10' 1
566 1 1
124
200
316
1 450
600 (7)
756(12
875 (131
(*) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
4^ZT-4494"
SAFE LOAD - POUNDS PER LINEAR FOOT
8RF6-IT-.. BRFR�IT BRF14-IT W1_84T 1802j-IT 8RF26-IT BRF30-tT
TYPE
LENGTH
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-,2T
BRF26-2T
SRF30-2T
4'-4" (52") PRECAST
905
1748
2635
3522
3522
4409
5296
6183
905
1748
2635
4409
5296
6183
4'-6" (54") PRECAS 1
867
1675
2525
3374
4224
5074
5924
867
1675
2525
3374
.4224
5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
V-10" (70") PRECAST
655
1262
1900
25
3176
3815
4453
4453
655
1262
1900
2538
2204
3176
3815
6'-8" (80") PRECAST
570
1012
1651
2758
3312
3865
570
1097
1651
2204
2758
3312
3865
7-6" (90") PRECAST
506
797
1952 (7)
2442 (6)
2931
3257
3421
506
967
1952
2442
2931
9'-8- (116") PRECAST
395
491
-14.6-2-
931(1211301
(15
1640 (1
2322 (16
395
1 589
.
1135
1514
1893
2272._
2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
CF
CG:
LINTEL PLAN
0
UNIT'2386- 1ST FLOOR PLAN.
1/411 = 1 1-011
c )
POWER STEEL LINTEL IS AN ADEQUATE
SUBSTITUTION AT ALL LOCATIONS UNLESS
NOTED OTHERWISE AT OPENING LOCATION
LINTEL SCHEDULE
U0
C, 0 0 0
0
0 jo 0 0
0
r8FF16�4B/OT 8F16-1B/1T 8RF1+IB/OT
0
07
7 8" PRECAST LINTEL W/ (1� #5 HOR CONT
BAR & (2) COURSES OF 8' K.O. BLOCKS
W/ (1) #5 CONT HOR BAR IN EACH -
0�0_ ' 0 ALL GROUT FILLED
ALTERNATE POWERS STEEL LINTEL
#5 REBAR TOP
MIN. (1) REQ'D
1- 1/2" CLEAR
- C.M.U.
t; n
Z Lu #5 REBAR AT
W
BOTTOM MIN. (1)
REQ'D
LL
0-0 r4
. W ko
i� zo 6 ui Ji 16 GAUGE POWERS
Ln STEEL BOXED
NT2 LINTEL
POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF
NOTED ON LINTEL PLAN
1. REFER TO MANUFACTURER'S SPECIFICATTONS FOR INSTALLATION
2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO
PREVENT RUSTING. REFER TO MANUFACTURERS SPECIFICATIONS
3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR
REPAIR
4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE *5 BAR REQUIRED TOP
AND BOTTOM OF ALL POWERS STEEL LINTELS I
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
0
_j C.M.U.
b z_ ---GROUT
0
00 Z Lu #5 REBAR AT BOTTOM
c =
'D 0 OF LINTEL CAVITY
4- BOTTOM REINFORCING
7-5/8" PROVIDED IN LINTEL
ACTUAL (VARIES)
8" NOMINAL WIDTH
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
RE=RECESSED & FILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1B/1T
NOMINAL WIDTH-j QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
co
w
3: W
F-
ui
F-
LL
F_
0 z
<
<
U)
0
_j
W
2
LU 0 w
Zo
0 LU
Q
to
Of 00
Lu z
_j
C4
ul)
0
>
w
0 C) z
�_ 2�w
z
<� I
to
w
F- Z
3: - 0 �5
A
z
z aw
f
n 0
LU
P: 0 LU Lu
W LL m a
0 Ln
3:
0
Lu C, 0
Z Lf) ()
Z�_
0
-i
< w (9
Z Z
W (!)
<LU
w �_
a <
3:
w
(If
w
10
S2 w
w
0
m w
0 In
M 3:
z
<
0 LO E
> 0- 0
a '-0 - u
cli
4- =) a -
V) U -0 -0 CO
m
C: E -c- =
f) 0 u
b.
75 CC 8
P, (D
()
jC Ci
u-i
c
E 'ONO
w w W
LLi
W w
W _j
Wo§ < 2
w 0
w �_ 0
it z X z
< �e
0 0
L)
_j 0
< x
0 Z LL
0 LOL
Ix to LL C) _j
OZ20 �_-jp
<
0 0 -co 0
z 2
0 0
ao
co W (L V5 Z Lu
1 z a
zz)
U5 0� w < 0 _j
'Z z LL a.
C/) Z
LL
0
< w F0
< w
o u, (.)
w z 6 2 u
0 P
0 Of =)
< 0
w
W
<
LL
c:)
0
CN
Z W
0
(0 Z) r-
> (/) q
(0 C:)
cr) c)
CV) r,-
U) Lc)
(f) _j -
(,) LL "IT
rl-
z
w Lc)
vi
00
< <
z 0
z
Im
w
C:)
mi
(0
CD
V-
C)
04
0*)
C14
C3
0
0
c)
C:)
>
0
Z Z
_0
- Z 0
M
Lu
0 LLI FO
W
L)
0
<
>
Lu
F_
o
0
W W
p- M:k
U)
1�_�
z
W F-
Of
U-
w
m 0
m: Z
2)
0 t= w
Z 3: _j
(D
�_ w 2
< w 0
k-0
_ZZLL
w 00
0
< < F_
_j 2 z
o
<
0
a- w
0 z (1)
L
z r*4
z
m: < 0
z
0
S11-
1<
z
z
2386
w
_j
LAST PLOT
DATE
M atl 50tl 17
0
STRUCTURAL
.J
DETAILS
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
UNTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0)#5L (1)#5U
(I ) #5L (1) #5U
(0)45L (1)#5U
(])#5L (2)#5U
DETAIL'A'
DETAIL'B'
DETAIL'C'
(1)#5L (1)#5U
DETAIL'D'
DETAIL'B'&'C'
2'- 1 Er'
1�4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
6740
9462
9462
10000
10000
3'-6'
7-2"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2912
5318
5318
5114
5114
1-0'
2'-&'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2038
1 3722
3722
3598
3598
4-4'
3!-7'
PRE -CAST
(2) D4.5 WIRE
(2) No. 3
1566
1 2859
2859
2772
2772
4'-S'
31-41
PRECAST
(2) D4.5 WIRE
(2) No. 3
1453
1 2654
2654
2574
2574
5-4-
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1127
1 2013
2013
2000
2000
5-10"
4'-&'
PRECAST
(2) D4.5 WIRE
(2) No. 3
964
1 1636
1636
1712
1712
6'-6'
51-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
796
1 1454
1454
1435
1435
7-6"
6'-7*
PRECAST
(2) D4.5 WIRE
(2) No. 4
639
1 1167
1167
1152
1152
7-61
61-41
PRE -CAST
(2) D4.5 WIRE
(2) No. 4
619
1130
1130
1115
1 r1T
81-a.
6'-S'
PRE -CAST
(2) D4.5 WIRE
(2) No. 4
581
1062
1062
1048
1048
8'-4-
7-9'
PRECAST
(2) D4.5 WIRE
(2) No. 4
548
1001
1001
979
988
9.4.
8'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
467
853
1 853
759
w
I (Y-6"
91-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
398
727
727
582
718
11
1 01-al
PRECAST
(2) No. 3
(2) No. 5
355
649
649
489
649
12'-Q'
101-91
PRECAST
(2) No. 3
(2) No. 5
329
602
602
430
602
12-6"
1 V-2'
PRECAST
(2) No. 3
(2) No. 5
312
570
570
391
570
13'4'
12'-C'
PRE -CAST
(2) No. 3
(2) No. 5
287
525
525
337
525
14'-0'
12'-&'
PRECAST
(2) No. 3
(2) No. 5
270
449
449
286
451
IN-8"
131-41
PRESTRESSED
(2) No. 3
(2) 7/16 skand +
N.R.
522
522
360
499
(2) No. 4
151-41
14!-U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
N.R.
473
473
328
455
(2) No. 4
174'
16-9'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
N.R.
357
357
254
352
(2) No. 4
191-41
18'-C'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
N.R.
277
277
202
281
(2) No. 5
20-4-
18'-V'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
256
256
188
262
(2) No. 5
N.R,
2114'
20'-0'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
219
219
165
229
(2) No. 5
N.R.
22'-C'
20'-&'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
203
203
155
215
(2) No. 5
N.R.
(2) 7/16 strand +
24'4'
27-6'
1
PRESTRESSED
(2) No. 3
1 (2) No. 5
N.R.
164
164
124
179
N.R.- NOT RECOMMENDED
DETAIL 'W' DETAIL "B"
DETAIL "C' DETAIL "D10
TYPE DESIGNATION
P PLAIN LINTEL/
-1
QUANTITY OF 05 BAR AT
S SOLID UNTEL
r CAVITY
[8x16-P-1L/1UI
j
L
NOMINALWDTHJ
NOMINAL HBG14T
QUANTITY OF *5 BAR
UPPE4 UNTEL CAVITY
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
UNTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0) #51. (1) #5U
(1)#5L (1)#5U
(0)#5L [I)#5U
())#5L (2)#5U
(])#5L (1)#5U
DETAIL'H'
DETAIL7
DETAL'H'&'J'
DErAIL'K'
2�- 1 Cf'
F-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6'
2'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
1 ODOO
*Z'
2--g-
PRECAST
(2) D4.5 WIRE
(2) No. 3
9550
10000
10000
10000
4-6'
3'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
7207
10000
9863
10000
4'-V'
3-4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
6614
10000
9053
10000
54"
4'-0-
PRECAST
(2) D4.5 WIRE
(2) No. 3
4843
6687
6635
7320
4'-6'
PRE -CAST
(2) D4.5 WIRE
(2) No. 3
3940
5211
W2
5641
6'-6"
6-2-
PRECAST
(2) 04.5 WIRE
(2) No. 4
4350
43.50
4225
4314
74'
6-4'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3206
3206
3063
3183
7-4'
6'4'
PRECAST
(2) D4.5 WIRE
(2) No. 4
3071
3071
2916
3049
8.-U.
6-8'
PRECAST
(2) D4.5 WIRE
(2) No. 4
2831
2831
2651
2811
8-4-
T-al
PRECAST
(2) D4.5 WIRE
(2) No. 4
2625
2625
2421
2607
9.4�
81-91
PRECAST
(2) D4.5 WIRE
(2) No. 4
2153
2153
1881
2139
101-61
91-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
1777
1777
1448
1766
11'-4!'
101-01
PRECAST
(2) No. 3
(2) No. 5
1568
1568
1222
1568
12'-a'
101-91
PRECAST
(2) No. 3
(2) No. 5
1439
1439
1075
1439
12'-e'
111-71
PRECAST
(2) No. 3
(2) No. 5
1354
1354
981
1354
IX-4'
17-0'
PRECAST
(2) No. 3
(2) No. 5
1232
1232
849
1232
14'-a'
17-18"
PRECAST
(2) No. 3
(2) No. 5
1149
1149
760
1149
14'-S*
13'-4'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1419
1419
850
1347
(2) No. 4
15'-N'
14'-G'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1291
1291
775
1270
(2) No. 4
174'
164'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
993
993
600
1084
(2) No. 4
18'-U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1035
1035
478
936
(2) No. 5
20'-U'
18'-S'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
961
961
446
872
(2) No. 5
21'4'
20'-C'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
834
834
390
763
(2) No. 5
22'-Y'
20'-S*
PRESTRESSED
(2) No. 3
(2) 7116 strand +
720
720
366
716
(2) No. 5
--
t(2) 7116 strand +
24'-9'
22'-&'
PRESTRESSED
(2) No. 3
(2) No. 5
642
642
306
599
DETAIL "H" DETAIL "I" DETAIL 10
TYPE DESIGNATION
P PLAIN UNTEI./ QUANTITY OF #S BAR AT
S:SOLIDUNTEL -� r LOWER LINTEL CAVITY
[8x16-P-1L/1UI
ffnY Of #5 BAR AT
NOMINAL WIDTIJ LQUANT
NOMINAL HEIGHT UPPER L A
I -
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x`12" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
$PAN
OOR
DOOR
SIZE
SIZE
U14TEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
UNTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (0) L
#5 (1) U (1) L
SOLID
#5 (2) U (1) L
DETAIL'DE'
DEIAIL'DF'
DETAIL'DE'&'DF'
DETAIL 'DG'
Y-9'
2'4'
2'-C'
PRECAS
(2) D4.5 WIRE
(2) No. 3
1 3764
6455
5637
5637
2'-&'
24'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
4965
4401
4401
4'-Z'
2'- 1 (Y'
2'-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654
4"9
3965
3965
4!4'
3--g-
2'-T
PRECAST
(2) D4.5 WIRE
(2) No. 3
2400
4030
3607
3607
*-&,
31-41
3'-9'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1966
3390
3053
3053
5--g-
4'-W'
4-a'
PRE -CAST
12) D4.5 WIRE
(2) No. 3
1193
2290
2085
2085
6'-8"
51-e
5--g-
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764
1763
1578
1578
7'-r
6'-4!'
6--a-
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409
1409
1188
'.267
9'-V'
8'4'
1 $'-a'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1000
1000
686
903
4.
DETAIL "DE" DETAIL "DF" DETAIL "DG'
TYPE DESIGNATION
P-PWNUNTEL/ -i rQUANTrrYOF#56ARAT
S - SOLID UNTEL LOWER UNTEL CAVITY
[8x16-P-1L/1U]
NOMINALWIDTHJ L QUANTITY OF 05 W AT
NOMINAL HEIGHT UPM UNTEL CAVITY I
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
(1)#5L (1)#5U
(0)#5L (1)#5U
fl)#5L (2)#5U
(1) #51. (1) #5U
DETAIL'E'
DETAIL?
DETAIL'E' &'F'
DETAIL'G'
2'- 19'
1 I -el
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3*-6'
2'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
9383
10000
10000
10000
W-91
2-6'
PRECAST
(2) D4.5 WIRE
(2) No. 3
6766
8225
9200
9445
4'-6"
31-71
PRECAST
(2) D4.5 WIRE
(2) No. 3
5104
5671
6345
6345
4'-V'
3'-W'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4683
5137
5717
5717
5'-W'
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
3428
3727
4091
4091
5'- 1 a'
W-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2787
3088
3369
3369
6'-6'
5-7-
PRECAST
(2) D4.5 WIRE
(2) No. 4
2560
2560
2723
2723
7-6'
61-21
PRECAST
(2) D4.5 WIRE
(2) No 4
1992
1992
2112
2112
7-8"
6'-W'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1921
1921
2035
2035
8.-U.
6'-&*
PRECAST
(2) D4.5 WIRE
(2) No. 4
1792
1792
1862
1897
IT-W,
74'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1679
1679
1699
1776
9'-4!'
8'-9 .
PRECAST
j2) D4.5 WIRE
(2) No. 4
1411
1411
1319
1489
1 V-61
9.-Zl
PRECAST
(2) D4.5 WIRE_
(2) No. 4
1186
1186
1014
1251
11 I-W,
10,4'
PRECAST
(2) No. 3
(2) No. 5
1074
1074
854
1121
I 2'-a'
101-91
PRECAST
(2) No. 3
(2) No. 5
992
992
751
1035
12'-6!'
1 V-7'
PRECAST
(2) No. 3
(2) No. 5
937
937
685
978
13'-4!'
12'-a'
PRECAST
(2) No. 3
(2) No. 5
859
859
591
896
14'-C'
12'-ar'
PRECAST
(2) No. 3
(2) No. 5
804
804
529
838
14'-&'
13'-4'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1207
1207
605
938
(2) No. 4
15'4'
1*4Y'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1095
1095
551
887
(2) No. 4
174'
16'-U'
PRESTRESSED
(2) No. 3
12) 7/16 strand +
836
836
426
763
(2) No. 4
191-41
18'--U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
655
655
340
645
(2) No. 5
20'-a'
16-9'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
607
607
317
601
(2) No. 5
21'-4'
20'-U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
524
524
277
526
(2) No. 5
2Z-a'
20'-g'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
488
488
260
493
(2) No. 5
(2) 7/16 strand +
L24'-U'
22'-&'
PRESTRESSED
(2) No. 3
(2) No. 5
399
399
1
217
1
412
A.
1%
DETAIL "E" DETAIL 71' DETAIL 11G11
TYPE DESIGNATION
P PLAIN L�NTEL/ QUANTITY OF #5 BAR AT
S:SOUD L NTEL -1 POWERUNTELICI-AV"
[8x16-P-1L/1lJ]
NOMINALWIDTHJ L QANYTY ,, I I BAR AT
NOMINAL HEIGHT UPPER L,.TELCAVHY
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)#SU
(1)#5L (1)#5U
(0) #5L (1) #5U
(1)#5L (2)#5U
DETAILV
DETAIL'M'
(1)#5L (1)#5U
DETAIL'N'
DETAILV&'M'
2'- 1 G'
V-6-
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6!'
2'-Z'
PRE -CAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-U'
2'-S'
PRECAST
(2) 04.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-6!'
X-7
PRECAST
(2) D4.5 WIRE
(2) No. 3
9313
10000
10000
10000
N-9-
3'-4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
8548
10000
10000
10000
5'4'
4'-U'
PRE -CAST
(2) D4.5 WIRE
(2) No. 3
6261
10000
8605
10000
5'- 1 G'
4'-6!'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5095
8995
7007
9811
61-61
5.-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
6871
6871
5482
6814
7-6'
6.4.
PRECAST
(2) D4.5 WIRE
(2) No. 4
4693
4693
3976
4661
7'-&'
6.41
PRECAST
(2) D4.5 WIRE
(2) No. 4
4456
4456
3785
"27
8'-U'
6'-&'
PRECAST
(2) D4.5 WIRE_
(2) No. 4
4047
4047
3443
4021
6-C
7'-0-
PRECAST
(2) D4.5 WIRE
(2) No. 4
3706
3706
3144
3683
914.
81-al
PRECAST
(2) D4.5 WIRE
(2) No. 4
2954
2954
2445
2937
1 0'41t
91-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
2384
23U
1884
2371
11 141
101-91
PRECAST
(2) No. 3
(2) No. 5
2082
2082
1590
2082
174'
101-61
PRECAST
(2) No. 3
(2) No. 5
1895
1895
1401
1895
17-6"
111-71
PRE -CAST
(2) No. 3
(2) No. 5
1775
1775
1279
1775
13'-4'
12'-a'
PRECAST
(2) No. 3
(2) No. 5
1605
1 1605
1107
1605
14'-9'
12'-g*
PRECAST
(2) No. 3
(2) No. 5
1490
1490
992
1490
1*4'
13'4'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1948
1948
1093
1591
(2) No. 4
154'
14'-a'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1774
1774
996
1494
(2) No. 4
174'
16'-a'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1368
1368
771
1264
(2) No. 4
191-41
18'4'
PRESTRESSED
(2) No. 3
12) 7/16 strand +
1084
1084
615
1095
(2) No. 5
20'-U'
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1008
1008
573
1048
(2) No. 5
21'-4'
20'-U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
877
877
501
966
(2) No. 5
22'4'
20'4'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
850
850
71
923
J2) No. 5
_
(2) 7116 strand +
24'40�'
22'-B'
PRESTRESSED
(2) No. 3
J2) No. 5
740
740
393
772
1
DETAIL IT"
DE7AIL "M" DETAIL 'N"
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
$ - SOLID LINTEL LOWER LINTEL CAVITY
[8x16-P-1L/1UI
NOmINALWIDJ j L .1UANT1Y OF #5 BAR
NOMINAL HEIGHT UP ER UNTEL CAVITY
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl 6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
UNTEL STEEL TOP
WIRE I BAR
UNTEL 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'
DErAIL'DK'
3'-&'
74'
2'4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
5713
10000
10000
10000
4'-C'
7-91
T-1r,
PRECAST
(2) D4.5 WIRE_
(2) No. 3
4511
10000
9686
10000
IV-71
2'- 10"
7-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
4032
1 DODD
8687
9503
4�4'
31.0.
2�4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
3647
9133
7835
8173
*-a'
X-C
3'-a'
PRECAST
(2) D4.5 WI RE
(2) No. 3
2990
7025
1 6382
6382
5-9'
44'
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1819
4139
3839
3839
6'-6'
51-41
6-9'
PRECAST
(2) D4.5 WIRE
(2) No. 4
2976
2976
2676
2737
'P-91
64'
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
2292
2292
1918
2121
9'-8"
8141
81-al
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 1563
1563
1 1113
1,45.5
TYPE DESIGNATION
P PLAIN LINTEL/
-SOUD -1
QUANTITY OF #5 BAR AT
S LINTEL
F LOWER LINTEL CAVITY
[8x1 6-P-1 L/I U1
NOMINALWIDTHJ ]
L QUANTITY OF #5 BAR
NOMINAL I.GHT
UPPER LINTEL CAVITY
GENERAL NOTES:
1.)1CODES
.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS
R402.2 & R606.
1.2 FLORIDA BUILDING CODE 5TH EDITION (2014) SECTIONS 1901.2 &
2107.
1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-08).
1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE
7-10).
1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE
PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556
(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI
2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI
2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8"
AGGREGATE, 8" TO 11" SLUMP
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A615 (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACT 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5 WIPE 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: FM ISOO PSI.
3.3 MORTAR SHALL BE TYPE S.
4.) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
1. 11
3000 PSI GROUT F7 --TOP LEG BARS:
(PLACED IN FIELD (SEE SCHEDULE)
2" 2"
(1) #5 CONTINUOUS REQ'D
� 1-1 � RU T AL N
7/37- STIRRUPS AT 4'-LY' Cc
bo (TIED OR WELDED)
BOTTOM BARS
T SEE SCHEDULE
7 75/8- 1�a]
NOTES:
I. MINIMUM COVERAGE OF STEEL - 1.6'
2 * MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION_
PRECAST CONCRETE
3000 PSI GROUT TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
2" 2"
(1) ItS CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
bo 7/32'STIRRUPS AT 4'-U'cC
(TIED OR WELDED)
--BOTTOM BARS
SEESCHEDULE
1
7 5/8"
BEA NG OF 8 (WI I ri A MINIMUM ACCEP I ABLE BEA INA3 OF -1 NOTES:
PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5'
R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4"
SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615
4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE
LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION
SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT
4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE
BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED
UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT.
CHARTS FROM QUALITY PRECAST COMPANY
COMMERCIAL CONCRETE PRODUCTS, INC
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
WIRE / BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(0) #5L (1) #5U
(1)*51. (1)#5U
(0)#5L (])#5U
(1)#5L (2)#5U
DETAIL'O'
DETAIL'P'
(1)#4L (])#SU
DETAIL'O'
DETAIL'O'&'P
2'- 19'
V-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
3'-6"
2'-7'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-U'
7-9-
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-6"
3'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
4'-8"
3'-4'
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
5-41"
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
7681
10000
10000
10000
5- 19'
4'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6251
10000
8615
10000
6'-6"
51-71
PRECAST
(2) D4.5 WIRE
(2) No. 4
8629
10000
6741
10000
7-6"
6'-Z'
PRECAST
(2) D4.5 WIRE
(2) No. 4
6266
6603
4891
6909
7-8-
61-41
PRECAST
(2) D4.5 WIRE
(2) No. 4
5967
6199
4657
6477
81-91
6'-S'
PRECAST
(2) D4.5 WIRE
(2) No. 4
5430
5524
4236
5756
64'
7'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
4961
4979
3869
5178
9.41
8'-,91
PRECAST
(2) D4.5 WIRE
(2) No. 4
3865
1 3838
3010
3973
10'-6"
9.41
PRECAST
(2) D4,5 WIRE
(2) No. 4
2984
3021
2320
3118
11 I-N,
1 01-al
PRECAST
(2) No. 3
(2) No. 5
2699
2699
1959
2699
12'-U'
10-4-
PRECAST
(2) No. 3
(2) No. 5
2436
2436
1727
2436
12'.6"
111-71
PRECAST
(2) No. 3
(2) No. 5
2269
2269
1577
2269
13'-4!'
1 21-(Y'
PRECAST
(2) No. 3
(2) No. 5
2034
2034
1366
2034
14'-U'
12%9'
PRECAST
(2) No. 3
(2) No. 5
1878
1878
1225
1878
14'-81,
13'-4!'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2413
2413
13,18
(2) No. 4
151-1f,
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2199
2199
1219
1846
(2) No. 4
17'4'
164'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1698
1698
944
1546
(2) No. 4
191-1f,
16-9'
PRESTRESSED
(2) No, 3
(2) 7116 strand +
1348
1348
753
1330
(2) No. 5
20'-(Y'
18'-ff'
PRESTRESSED
(2) No, 3
(2) 7116 strand +
1254
1254
702
1271
(2) No. 5
21'4'
20'-U'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1092
1092
614
1167
(2) No. 5
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
1023
1023
576
1121
(2) No. 5
(2) 7116 strand +
274'
PRESTRESSED
(2) No. 3
(2) No. 5
898
898
481
947
Lw
[-I
DETAIL "Q"
TYPE DESIGNATION
F PLAJNIINIFI/ QUANTIIY OF #5 BAR AT
S SOLID LINTEI -1 F OWFR UNTEI. CAVITY
[8x16-P-1L/1U]
NOMINALWIDTHJ L QUANTITY Of #5 BAR AT
NOMINAL HEIGHT UPPIR L1117L CAVITY I
GRAVITY & UPLIFT SAFE LOADS (PLF)
Tx20" 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'DL'
DETAIL'DM'
DETAIL 'DL' &'DM'
DETAIL'DN'
3'-&'
2�4'
z-al
PRECAST
(2) D4.5 WIRE
(2) No. 3
7665
1 DOOO
10000
I
100w
4'-U'
2�41
2'.4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
6054
1 DOOO
8442
10000
4'-Z'
2'- 19'
2'.6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5413
10000
7552
10000
4'-4!'
3'-U'
Z-6,
PRECAST
(2) D4.5 WIRE
(2) No. 3
4897
1 M
6836
10000
N-9-
31-1c,
3*-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
4017
10000
1 5613
10000
5'4'
41-4'
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2448
70SO
3434
6540
6'.9-
5'-,V'
5-9'
PRECAST
(2) D4.5 WIRE
(2) No. 4
4569
4569
2302
4235
T-e'
64"
6-a'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 3338
1 3338
1640
3122
9.4.
I-N,
I a, -a,
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 2158
1 2158
1 936
1 2036
P-PLUNUNTEL/-] rWffM0r#5PMAT
s - San UNTE1. LM LINTIEL CAVITY
[8X16-P-1L/1U1
NEIIINAL WIM ] j L (MANTITY OF #5 PAR AT
MMM HEW WFEIR LINTEL CAVITY
UNIT'2386'- 1ST FLOOR PLAN_
1/811 = 1 1-011
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTELTYPE
UNTELSTEELTOP
WIRE / BAR
UNTELSTEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID
#5 (1) U (0) L
SOLID
#5 (2) U (1) L
DETAIL'DA'
DETA.IL 'DB'
DETAIL'DC'
DETAIL'DB'&'DC'
DETAIL'DD'
X-9'
2-4'
2'-a'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1919
2143
2143
1753
1753
4'-Cr'
21-81,
2'-N'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1597
1801
1801
1483
1483
4'-Z'
2'- 19'
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1473
1668
1668
1376
1376
4'4'
X-9'
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1367
1553
1553
1284
1284
4'-g'
3'-4"
3'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
1194
1363
1363
1131
1131
5-8"
4-4-
4'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 3
864
995
995
a3I
831
6'-6'
5-4-
51-al
PRECAST
(2) D4.5 WIRE
(2) No. 4
662
816
816
650
654
7'-9'
64"
6'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
542
669
669
462
537
9'-6-
1 61r'
8'-U'
PRECAST
(2) D4.5 WIRE
(2) No. 4
1 396
1 489
1 489
261
393
I -j
Aj
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 I 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
#5 1 U I L
SOUD
#5 (2) U (1) L
DETAIL'DO'
-
DETAIL'OP'
DETAIL'DO'&'DP'
DErA[L'DO'
X-V'
74'
7-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
9620
10000
10000
10000
4'-U'
2-4-
Z-V
PRECAST
(2) D4.5 WIRE
(2) No. 3
7599
10000
1 ODOO
10000
W-71
2'- 19'
2-4-
PRECAST
(2) D4.5 WIRE
(2) No. 3
6796
10000
9505
10000
W-C
3'-U'
2'-8"
P
D4.5 WIRE
(2) No. 3
6149
10000
8604
10000
4'-8"
3-4-
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
5044
10000
7066
10000
5-8"
4'4'
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3077
10000
4325
10000
6-8-
51-41
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
3765
7387
2901
6831
7-811
64'
6-9'
PRECAST
(2) D4.5 WIRE
(2) No. 4
2693
4979
2069
4677
-81.
64"
V-0.
PRECAST
(2) D4.5 WIRE
(2) No. 4
1552
2996
1 1183
2844
TYPE DESIGNATION
P - PLAIIN LINTEIJ� F &JWITY OF #5 BAR AT
S LDITEIL LIVER UNTIE. CA\ ITY
[80-P-IL/lUl
14011INAL MTHIJ L WWTITY OF #5 RAR AT
Nmak NEW I)PPER Lwa CAVITY I
TYPE DESIGNATION
P PLAIN UNTEL/ QUANTITY OF #5 BAR AT
VITY
S SOLD LINTEL -1 F LOWER UWE CAVITY
[8x16-P-1L/1UJ
.,..",y of . 1. AT
-IOMINALWIDTHI L 'I
"PER .'E, C TTY
NOMINAL HEIGHT All
SAFE W�FKING LATERAL LOADS (PLF)
X 8" LINTELS
Total
Length
Type
8.lx&l
PLAIN
8`x8"
SOLID
7-19'
Precast
2082
9235
3'-6"
Precast
1325
4624
4'-U'
Precast
1041
3358
4'-6'
Precast
858
2635
4-8"
Precast
810
2459
5'-N'
Precast
663
1940
51-10"
Precast
583
1624
61-61
Precast
486
1396
7-6,
Precast
403
1134
7'-9'
Precast
392
1100
Precast
363
1037
8'-N'
Precast
318
981
914,
Precast
222
772
1014,
Precast
156
600
11 I-N,
Precast
132
651
12'-U'
Precast
111
593
12'-e'
Precast
98
544
13-4-
Precast
82
475
14%9'
Precast
71
429
14-9'
Prestressed
N.R.
417
1514,
Prestressed
N.R.
369
174'
Prestressed
N.R.
257
19'-4!'
Prestressed
N.R.
184
20'-U'
Prestressed
N.R.
167
21-4-
j Prestressed
N.R.
138
27-0"
Prestressed
N.R.
127
24'-0"
Prestressed
N.R.
100
N.R. = Not Recommended
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LAST PLOT
DATE
Mar. 15, 17
0
STRUCTURAL
DETAILS
(D
Cn -Cu
>
Of
> < > 2
< USP Connectors Cross Reference c- = 0
USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report CL 0
Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis CU -0
A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 -6-0 (1) CD
U)
HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549
HD212-2 FL17232.3 ESR-3446 CU Cn
HU212-2 FL10655.23 ESR-2549 -0 ja
HD216 FL17232.3 ESR-3"5 HU216 FL10655.29 ESR-2549 2 -2 -= a)
H D216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 0 a- = 0
HD26 FL17232.2 ESR-3445 PRODUCT APPROVAL SPECIFICATION SHEET = = AD LL
HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.1142 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if IM C) -4" %*-
HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the Cc 0 >
product approval number for any of the applicable listed products. Cl) -0 E 0
HD410 FL17232.4 ESR-3"5 HU410 FL10655.44 ESR-2549 L_
HD412 FL17232.4 ESR-3445 HU412 FL10656.45 ESR-2549 Cl)
HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(*) Test Pressures C_ CUD) .402 11-0
1. EXTERIOR DOORS _0
H00410 FL17241.5 ESR-3444 HUC0410 FLI 1468.11 SIM200804 A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf
HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803
HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Premium, Construction Series and Benchmari( FL15225.6 +47.0/-47.0 psf
HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf
HTA16 FL17680.2 Evaluation Report HETA16 FL1 1473.5 SIM200802 B. SLIDING General Aluminum Company Series 420/430 FLI 5332.1 - FL1 5332.5 +40.0/40.0 psf
HTA20-18 FL17680.2 Evaluation Report HETA20 FLI 1473.5 SIM200802 C. SECTIONAL Clopay Building Products Residential V'AndCode Doors W5 (8X7) FL15279.37 +30.002.0 psf
HTT16 FL17324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 Clopay Building Products Residential WindCode Doors V4 (16X7) FL15279.53 +30.0/-30.0 psf
HTT45 FL17324.1 Evaluation Report HTT22 FL1 1496.1 ES-0130 Clopay Building Products Residential WindCode Doors M (8X7) FL15279.85 +38.0/-42.0 psf
HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors V46 (16X7) FL15279.102 +37.0/-41.0 psf
HTT5 FL17219.2 ER-0200 HTS20 FL10466.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht)
HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613
HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 2. WINDOWS
HTW`24 FL17244.8 ESR-3455 HTSM16 FL1 1473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Se;des 1550/1570 FL1 5217.4 - FL1 5217.5 +50.0/-55.0 psf
HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL1 5217.7 - FL1 6217.9 +40.0/-50.0 psf
H TWM 16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FLI 5288.1 - FL1 5288.2 +40.0/-50.0 psf
HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 General Aluminum Company Series 1980/1990 FLI 5288.3 - FL1 5288.4 +40.0/-50.0 psf
HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 C. FIXED General Aluminum Company Series 1550/1570 FL1 5278.4 - I'Ll 5278.5 +40.0/40.0 psf
HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 General Aluminum Company -Series 1900/1970 FL1 5278.7 - FL1 5278.9 +40.0/-50.0 psf
HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A
HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 E. OTHER Z
HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549
HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 3. PANEL WALL
HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FLI 3192.1 - FL1 3192.2 N/A
JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 B, SOFFITS Alside Solid and Vented Soffit FL1 5272.1 - FL1 5272.2 +70.0/-70.0 psf W
JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549
C. OTHER
JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549
JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 4. ROOFING PRODUCTS mi
JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549
JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A
JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 XT25 (and AR), XT30 (and AR)
JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A
KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852A ESR-2105 HomeGuard Building Products, Inc ToughSkin Synthethic Underlsyments FL21675.1 NIA
KST260 FL17244.15 ESR-3455 LSTA1 5 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED
LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A
LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV1 0 FL2075.1 N/A
LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852A ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A
LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.6 ESR-2105 O'Hag.'n Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 NIA
LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A
LSTA36 FL17244.18 ESR-3455 LTT20B FL1 1496.3 ER-130 Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A
LTS19 FL17219.3 ER-0200 LTT131 FLI 1496.3 ER-130 F. OTHER
LTS20B FL17219,3 ER-0200 LTS12 FL10456.29 ESR-2613 S. SHUTTERS
LTT131 FL17219.3 ER-0200 LGT2 FL1 1470.7 SIM200803 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL1 5076.1 - FL15076.2 N/A
LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A
LUGT2 FL17240.2 ESR-3"7 A34 FL10446.3 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf
MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 All American Shutters Galvanized Steel Ston-n Panels FL17869.1 N/A
MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 6. STRUCTURAL
MP4F FL17244.24 ESR-3455 WM1416 FL10667,86 ESR-2615 COMPONENTS
MPS FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart
MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 ANCHORS Simpson Strong -Tie see chart
MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA
MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 -FL2197.5 N/A
MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 NIA
MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A
MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105
MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A
MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A
MTW12 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A
MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A
MTW18 FL17244.8 ESR-3455 MGT FL1 1470.9 SIM200803 Powers Steel, Inc. PSbox8LT, PSbox8LT(S-5/8) FL5450.1 N/A
MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 Fowers Steel, Inc. PowerBOX8 Lintels FL1 1383.1 N/A
MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be
available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of
NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection.
NFM35Xl6U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615
PAU44 FL17239A3 ESR-3449 FGTR FL1 1473.2 SIM200802
PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105
PHD2A FL17219.4 ER-0200 Hi FL10456.5 ESR-2613
PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613
RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613
RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 (D
RTIS FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 CD
RT1 6-2 FL17236-10 ESR-3448 H4 FL10456.14 ESR-2613 APPLICANT SIGNATURE DATE
RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613
RT3A FL17236.11 ESR-3448 H2.5 FL10456,11 ESR-2613
RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 ICU
RTS FL17236.11 ESR-3448 H8 FL1 1470.3 SIM200803 >
RT7 FL17236.11 ESR-3448 Spi FL10456.41 ESR-2613 0
RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613
RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613
SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613
SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613
SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613
SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613
SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613
SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549
SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549
SPTH8 FL17244,32 ESR-3455 HHUS410 FL10655.4 ESR-2549
SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804
THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804
THD28-2 FL17232-17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 ICU
THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 M
THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802
THD612 FL17232.17 ESR-3445 MSTCM40 FL1 1473.19 SIM200802
THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802
UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL1 1470.7 SIM200803 -0
UPHD8 FL17219.6 ER-0200 LGUM26-2 FLI 1473.12 SIM200802 L_
- 0 C0
UJ
SHEET NO.
PA 1.0
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
q,; i nf -1
liSi'20I7
FL#15225-R3
Code
Entity o
Date Date
Date Pend ina
Date
Type Versio
Manufacturer
Contact Enaineer & License
Validated By Validated submitted
FBC Approval
Approved
Status
Revision 2014
Thermo-Tru Corporation
RickWrigKt National Accreditaton &
Ryan J. King, P.E. 06128/2015 06/13120115
�D71051201
Approved
Category* Exterior Doors
(419) 298- 1740 Management Institute
(813) 767-8555
Subcategory: SWriging Exterior Door Assemblies
rickv,,@ t,.vbldg consultants
Compliance Method: Certification Mark or Listing
com
FL#15225-R3
Products
Quality Assurance Approved for Use Approved
for Use
Impa
Desian
222-X
Product Model, Number or Name
Product Description
Contract Expiration Date In HVHZ
Outside HVHZ
Resistant
Pressure
5
e "�Smooth-Star", and " Benchmark by
M and 8/0 Opaque and Glazed riberglass Door with
12131/2021 No
Yes
No
NIA
Therma-Tru".
and without Sidelites Inswing and Outswing
6
f ",Premium Series", ",Constructron
618 and 86 Opaque and Glazed Steel Door
1213112021 No
Yes
No
'41A
SeriesS,quot. and &qLlQt Benchmark by Tfierma-Tru9quot,
T;arisorrs With and without Sidelltes Inswing and
with Transoms
Outswng
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#1527
Entity o
Versio Manufacture Conw Engineer & License Validated BY
Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA,
Approved
Category: Exterior Doors (513) 770-OM 1 no. (513) 51 M566
Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com
Compliance Method: Certification Mark or Listing
FL*i5279-R4 Products
Page 1 of 1
11912017
pa 20 Date Pendina 20
Validated submitted FSC Approval Atioroved status
GaryPfuehier 0611212015 0311912015 06/21/2015
Quality Assurance Approved
for VM
Approved for Us
Impact
Design
S" X
Product Model, Number or Name
Product Description
Contract Expiration Date
in HVHZ
Outside HVKZ
Resistant
Pressure
37
037 W5-09 PAN-2FI51. 84A, 94, 73, 75,1500, 190, 76,
Steel Pan (mir 25 ga ) Single -Cat (jp to 9'0'' wde)
05012028
No
Yes
No
�30 PSF/-32
76V, 4RST, 4RSF, SRST, ORSF, 2RST, 48, 42� 55,48B,
W1NDCODE 74; W5 Garage Door
PS�
42B 55S, GOSS, GD5SV, GRSS, GR5SV, AR5S, AR5SV,
LD5!� ED5SV
53
053 W5-16 PAN-2171 53 84A, 94, 73 ?�, 1500,11,40 4R6r,
Steel Pan irnir 25 gal Double -Car 192" to 160"
05121/2028
No
Yes
No
+30 PSFY-30
4RSF, 8RST, 6RSF. 48 42, 55, 488 428, 55S GD5S
wde) WINDCODE&Xl 74 VV5 Garage Door
PSIF
GD5SV GR5S GR5SV AR5S, AR5SV, E05S. ED5SV
85
085W6-09PAN-2Fl53 73.75,84A.94,42,48,426.486,
Steel Pan (min 25 go.) Single -Car (up to 9'0" wide)
05121/2028
No
Yes
No
+38 PSFI-42
4 RST 6RST, G D5S, GR5S, AR5S, EDSS
WINDCODE 74, W6 Garage Door
PSF
102
102 VV6 16 PAN-2FI53, 73, 75, 84A, 94, 42, 48, 428� 488,
Steel Pan (min 25 go.) Double -Car (92" to 162'
06M 12028
No
Yes
No
+37 PSFI-41
4RST 6RST. GOSS, GR5S, AR5S, ED5S
wi WI NDCODE 74: W8 Garage Door
PSF
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I at I
119r,ol?
FL#152WR
Code
Elitity or
Date Date
Date Pendina
Date
TVDe Versio
Manufacture
Contact Enaineer & License
Validated By
Validated Submitted
FBC Approval
Approved
Status
Affirmation 2014
MI Windows and Doors
Brent Sitlinger Luis Roberto Lomas
Steven M. Urich, PE
04/3012015 04M12015
0511012015
Approved
Category: Windows
(717) 365-3300 PE-62514
(717) 317-8454
Subcategory: Horizontal Slidel
bisiflingerampAid-com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
FL*15288-R2 Products
Quality Assurance
Approved for Use Approved
for U
Impact
Design
22:11"
Product Model. Number or Name
Product DescrIgW
in HVHZ Outside
HV
Resistant
Pressure
1
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
12/31 017
No
Yes
No
N/A
72X54
2
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM HORIZONTAL SLIDER
1213112017
No
Yes
No
N/A
72X54
3
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
12J3112017
No
Yes
140
NIA
SLIDER 108X48
4
SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER
SERIES GA 198 ALUMINUM XOX HORIZONTAL
121311.1017
No
Yes
No
NIA
SLIDER
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
pwje I of 2
V9,201 �
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
plarle I of I
1,�Wkn 7
FL#15000-R2
Code
Entity or
Date loate
Dole Pgri
Date
TAS Vxsio
Manufacturer
Contact Enaill & License Validated By
Validated Submitted
F5C �Approval
Approved
Status
Revision 2U14
Therma-Tru Corporation
RickWright Lmdon F Schmidt, P E. Ryan J King, ;'.L
otj'_"3�21".� I
lX11)"2015
Approvod
Category: Exterior Doors
i4l�)) �141�', PE-43409 (bl ",) 7r,
Subcategory 5;wn9ing F�Iprjor Door Assonibiw�
r if. k,��J f
Compliance Method: EvAklati�jr Report fiwu.4
TYIF
Fiori(ja Rng��,tored Architerl 00 a I con,;od "!ntifl,
prole's1wal
F Leif 5000-R2 Products
Quality Assurance
Approved for Use A21)roved
for U
itrivact
gn
oc-iie
seq 9
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ Outside HVHZ
Resistant
Pressure
I
a. 8Iquot�Fiber-Classic"-, or "Smocrth-Star".
6M39�8 " Ho-i- tnipac t&utiot. C'0.)qLPC F 100f9laSS 12/3112018
Yes
Yes
No
P"
Door NmTh &a nip: vorhow Sirjel!*e(s) - OUIsWrig (X, OX
or XO, OX:j, XX �j XX�_� Configuratoris)
FILXJ 1537-R6
code
im Versio Minufacturvir
Revision 2Q14 CURRIES Division of AAIDG, Inc
Category. Exterior Doors
SubCategor)r ExIenor Door Components
Compliance Method: Certifica-tion Mark 0� _ISI
FL#I 1537.R6 Product%
sea # Product Model, Num ber or Nam
1 607, 707, 727, 747. and 847 Single anci Pairs of Doors
2 M, CM, and G Series Frames
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Contact Ena ineer & License
Nelson Kras&eI Lit _LC
(641) 423-1314
flelsoll krascl'elcj�ldoorgro
ti I) c ri, n
Product Description
Flush, Glazed, and Louvered single and pairs of
hollow meta I doors
Three sided anti four sidKI �.ong,r, and pairs of
frames Tansomfia-ries
Validatjg By
Ted Beiinan PE
(305),368 4707
Date Dato Dale Pending 2M
Validated Submitted FBC AporQval Aporove4 Status
0 11.� 1 1 �- 07/� 07,'2712015 Approved
Quality Assurance Approved for Use Approved for Us ITIVIDaCt Desian
Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure
1M112017 Yes Yes Yes IJ"
12131120117 Yes I 1�1 i"\
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Psge 1 of, I
li912l)l!
FL#152MR4
Code entity o Date Date 2-a -tep t_rLd LqR -a -tc
Versi Manutacturc Contact End Ineer & License Validated By Validated Submitte Lop ApkLqVAI Approvoo Status
PAI Apndovs and Doors Brent Sidinger Luis Roberto Lomas Steven M Urich. PP k)"'001;.1'jV" 081,111:2k.) I'! �"Ilr Appro,ed
Category: vVindows (717) 365-3300 PIEF-62514 (717) 317 8454
Subcategory: Fixed bsMinger@mf*,d corn
Compliance Method: Evaluation Report from a
FlorAa Registered Archrtect or a Licensed Florida
Professional E
F L#1 5278-R4 Prod uas
§W9 Product Model, Num per or Name Prod u ct Desc r! ptio n
4 �Vv SLR�[ �� �3AJ19S ALUMINUM PWNI96X48 I'lN
5 S E R �ES G, A 1 V- ALUV�NLJM PVV SER ES GA 95 ALUMINUM PW M 72X7_2
FLANGE:
7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWNIP6X48
FLANGE
A ",�-R(IrS GA 275 THERMALLY BROKEN ALUMINI.;,M PW SERIES GA 275 THERMALLY BROKILl I ALUMINUM
PW 'T 72)(72 FIN
S'�_ R I ES CA 505 A LUMI N U M PW SERIES GA 505 ALUMINUM PA, NI :iXl� FIN
QualitV Assurance
Approved for Use
Approved for Use
Impact
Deslan
Contract Expliration Dot
In HVHZ
OV;sido HVIJZ
Resistant
Pressuro
1120 17
No
Y""
f 1�)
%,lA
".1 j 20 17
No
t'lo
N/A
12/3112017
No
Yes
No
N)A
1213112017
No
Yes
No
NiA
12e3l/2017
No
Yes
No
N,A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
FL#1 3192-R4
FL#15272&Ri
code
Entity o
DOW Date Date Pending
Date
code
Entity o
Date 2M
Date Ptriging
Date
Type Verilio
Manufacturer
Contac,
Enaineer & License
Validated By
Validated Submitted FOC Approve
Aparoved Status
Versio Manufacture
C ontact Eno Ineer & License
Validated
Validated Submitted
FBC ApprovW
Aovrovod
stitus
Revision 2014
James Hardie Building Products, Inc.
Pingsheng Zhu
Ronald 1, Ogavva
John Southard, P E
08125f2015 0al'1712015 09t0712015
10! 1 61-n-1 5 Approved
Rey is,or ?1) 14 Al�,Ie
Nick Thump,�)r Lynout, l' Schmidt, P E.
Ryan J. King, P� E.
0212 ��210 15 02M912015
03,00V2015
04,151`2016
Appw'ed
Category: Pa ne I Wa 11 s
(909) 349-2927
PE-24121
(352) 367-2526
Category: Parel Wwls
022 2�`� PE,43409
(813) 767 �6565
Subcategory: Siding
pingsheng.zhu@prneshar
Subcategory: Soffits
rithornipson((4,ils,de com
Compliance Method: Evaluation Report from a
die,com
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
Professional Engineer
Professional Engineer
FL#15272-Ri Products
Qual ty ASSLIrance
Approved for Use Approyed for Us
Impa Desion
Quality Assurance
Appropd for Use Approved
for Us
Impac
oesion
a1w
Product Model. Number or Nam a
Product Descd=
gontrdct ExalraticajQ0
In HVHZ Outside KVHZ
Resistant Pressure
2221 ProductModel NumberorRame
Product DescUZ1.0
Contract Expiration
Date in HVHZ
Outside HVHZ
Resistant
Pressure
I
Cemplank Lop Siding
fiber -cement lap siding
01/0112018
Yes Yes
NIA WA
I a &(�oot:2`r" Suffirt
Vent or Sofa Vinyl Suffit
l2t311201 8
No
Yes
No
WA
2
HardiePlank Lap Siding
fiber -cement lap siding
01/01/2018
Yes Yes
N/A NIA
b &qvot1AfIanceT4&q;)ot, Scliq
Vent u; So14 Vinyl $offit
12t,311201 8
No
Yes
I'llo
rJA
FL#15332-R3 Products
Sell Product Model, Number or Name
SERIES 420 ALUM411_11A SGD REINFORCED
5 .-Wr�JFF 420 A� OhNNUM S:30 REINFORCED
7 420 A11_A';INJN1 SGID
410)440 ALUMINUM SGO
4�30M,10 REIIIIIFORCEDALUMI��UM SGD
FL415217-R4
Code
Type Versio
Manufacturer
Revision 2014
Nil Wrodows ami Do,)r�,
Category: Win'lovA
Subcategory: Single Hung
Compliance Method: Evaluation Report from a
Fionda Registered Architect o; R Lic.prised Finiid;i
Professional Er grieei
FL#15217-R4 Products
192A
Product Model, Number or Name
A
SCRIES GA 195 ALUMINUM $H
SERIES GA 195 ALUMINUM SH
I
SERIES GA 1F, ALUMINUM SH
8
SERiES GA 1V5 ALUMINUM TRIPLE SH
9
SERIES GA 195 ALUMINUM TWIN SH
FL#15333-R2
Code
lyk-e YLria Manufacture
20 14 �1: �'Vmcic!wsand Door%
C.,,vtogory. Windows
Subcategory: Mullions
Compliance Method; Evaivatior Report troma
Florida Regstered irchtect o, i Licensed Porida
Professional En�;o-,r
FL#15333.R2 Products
Product MQ;lyl, Number or Name
144�, -,?47 ANU 5547 VERTICAL MULLION
F�#5444�R!0
Code
Ver,19
Manufacture
Gorporation-Rocting
Category: Roofing
Subcategory: Aspi)aft Shingles
Compliance Method, Fva(uatron Rerort from a
Fianda Registered Architect or a Li,�ensed Florida
Professional Engr)ee(
FL#5444-R10 Products
ftoduct Model, Number or Name
I eoc Rooting Shingles
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Product Description
SERIES 420 ALUMINUM SGID REINFORCED OX,
X�' XX 96" Xq'0&qdUt'
SFRIPS 42C A[ WANUNI S015 REINFORCED XXX
14�&q�jot xC46&rljot�
420 REINPORCED ALUMINUM SGO OXO
146&qU0t,xg6",
SERIES 4301440 ALUMINUM SGD XXX
l43"x80" NON-RE;NFORCED
SER�(-_S 430/440 REINFORCED ALUMINOM SGD
XXX
Pagel d2
1IW2017
Quality Assurance
Approved for Use
Approved for Use
Impa
Design
Contract Expiration Date
In HVHZ
Outside HVHZ
Resistant
Pressure
12/31r.017
No
Yes
No
N/A
12Y31i'2017
No
Yes
No
N/A
12131t2017
No
Yes
No
NIA
12J3112017
No
Yes
NO
N/A
l2J31Q017
No
Yes
No
NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity or
Conta Ena ineer & License
Brent Sillinger Luis Robnrto Lomas
(717) 365-3300 PE-62514
bsitinger@mKA com
ftoduct Deilcription
SERIES GA 195 ALUMINUM SH I'ji 44Y,84
SERiESGA 19b,ALUMINUM SH N' 54X72
SFRi[ S GA 195 ALUMINUM S11 Nil 54X72
SERIES GA 195 ALUMINUM TRIPLE SH INI
CONTINUOUS HEAL) AND StLL 108X72 NON
IMPACT
SERIES GA 195 ALOMINUM TWIN SH NI
CONTINUOUS HEAD AND SILL 88 VSX72
Validated By
Steven M Ufich, PE
(717) 317-8454
Page I of 2
VM017
20 20 Daft Pendina 2a
Validated Submitted FBC Aocroval Approved Status
OWD(2015 06r2SQ0l 5 07/06)2015 08119/2015 Approved
Quality Assurance
Contract Expliratio0jQ0
1213112017
illoprovedforUn
In-HVHZ
No
ApproyedforUse
Outside HVHZ
Yes
Im oact
ReWstant
No
Destain
Pressure
NIA
1213112017
No
Yes
No
NJA
12/3112017
No
Yes
No
NIA
12J31t2017
No
Yes
No
N/A
12J31 r2017
1,40
Yes
No
WA
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity ar
CQntact Enameerilk License
Brent Sitfinger Liiis Roberto Lomas
f717) S435-3300 PE-82514
b�ifNjri9(.-f@mvjd corn
Product Description
1446, 5347 AND 5547 VERTICAL MULLION
YWIS111112dih
Steven M Urich, PE
(717) 317-8454
Page I of I
1A)12017
DIM 2a Date Pending Daft
YAUAW -&jM= f&QAgaak Approved Status
06129/2015 0611912015 0710512015 08119r`2015 Approved
Quality Assurance Aortroved for Use Approved for Use JM= Desion
Contract apirationjim In HVNZ Outside HVHZ Resistant Pressure
112)'31r2017 No Yes Yes NIA
Florida Department of Business & Professional Regulation Page 1 of 2
Building Codes and Standards 11WO17
Product Approval Application Detail
Ent ty o 291 20 Date Pending 2=
Contact Epa ineer & License Validated By Validated submitted FBC Approval Aporpyed stat-
Mark Harrier Robert Nierninen John W Knezevich PE 12/14r2016 12rr08tX16 12JI 512016 Pending FBC Approval
(610) 651-5847 PE-59166 (954) 772-8224
markd hamer@saint-gob
Wn com
Quality Assurance Approved for U Approved for Use Impact Design
Product Description Contract Expiration Daft in HVKZ Outside HVHZ Resistant Pressure
3-talb, 4-tab, strip (no -cut-outs), laminated and 07,Q3/2017 No Yes NIA N/A
architectural asphalt roof shingles
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PA 101
FL#12320-R? Products
§M1 Product Model. Number or Name
6 No, 15 UL
Florida Department of Business & Professional Regulation Page I of 3
Building Codes and Standards 1/9�2017
Product Approval Application Detail
Quality Assurance Approved for Us Approved for Use Imoact Desian
Product Descricition Contract Expiration Date in HVHZ Outside HV14Z Resistant Pressure
Asphalt saturated organic left 01107/2019 No Yes N!A N/A
Search Criteria
Code Version:
2014
FILM
12328
Application Type:
ALL
Product Manufacturer
ALL
Category:
ALL
Subcategory:
ALL
Application Status:
ALL
Compliance Method:
ALL
Quality Assurance Entity Contract Expired:
ALL
Product Model, Number or Name:
ALL
Product Description:
AL I
Approved for use in HVHZ:
ALL
Approved for use outside HvHZ
ALI
Impact Resistant:
ALL
Design Pressure:
ALL
Date From:
ALL
Date To:
ALL
FL02075-117
Code
Versio Manufacturer
Affirmation 2014 Florida Metal Products Inc.
Category: Rooting
SubCategory: Roofing Acoessones that are an
Integral Part of the Roofing System
Compliance Method: Evaluation Report from a
Product Evaluation Entity
F1.0207"? Products
Sea # Product Model, Number or Nam!j
1 RV1 0
FLO784M9
Code
I= y1M
Manufacture
Revision 2014
Boral Rooting I Monierl-illet,le
Category: Rooting
Subcategory: Roofing Tiles
Compliance Method: Evaluation Report from a
Product Evaluation Entity
FL#7849-R9 Pritloducts
Seq
Product Model, Number or Name
13
Saxony 700 - Shake State & Split Shake
14
Saxony 900 -Country Slate, ShakL & Slate
15
Saxony 900 - Country Slate, Shake, Slate &arnp� Spilt
Shake
16
Saxony 900 - Hartford Slate, Split Old English Thatch,
Shake Slate, Country Slate
24
Villa 9W
25
Villa 900
26
Villa 900
FLIIM285"
.QM
IM yVILq
Manutacturer
Revision 2014
Tovw and Country Industries,
Category: Shutters
Subcategory Storm Panels
Compliance Method: Evaluation Report from a
Florida Registered Architect or a Licensed Florida
Professional Engineer
F 1_01 2056-R5 Products
§210
Product Model, Number or Name
1
0 050", Aluminum Storm Panel
2
" Safety Edge&quol; Storm Panels
3
24ga Steel Storm Panel
4
Aluminum Hinged Storm Panel
Florida Department of Business & Professional Regulation Page I of'
Building Codes and Standards
Product Approval Application Detail
Entity o Date 22LO Date Pendina Date
Contact Enainser & License Validated By Validated Submitted FBC Aporoval Aporoyed Status
Clark Jones Miami -Dade 8CCO - EVIL Miam,-Dade BCCO - VAL 02/2712015 0,112712015 0310WX 1 r) Approved
(904) 783-8400 (786) 315-2590
clarkaflamoo.com
Quality Assurance Approved for Use Approved for Use Impa Desian
Product Description Contract Expiration Date n HVHZ Outside Hv Resistant Presure
RVIO ALUMINUM RIDGE VENT 0113112018 Yes Yes NiA N/A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Entity ci
Contact Enalneer & License Validated By
Thomas Jemmett ICC Evaluation Service, LLC Gary W Walker
(802) 269-2288 (205) 85"180
thomas.iemmer@boral.co
M
Product Description
Flat Profile - Stockton
Flay Profile - Henderson
Flat Profile - Lake Wales
Flat Profile - Stockton
Medium Profile - Lake Wales
Modium Profile - Denver
Medium Profile - Stockton
Page 1 of 3
P9/2017
Date Date Date Pendino Date
Validated Submitted FBC Approval Approved Status
09/1012015 08)2512015 09/201�015 Approv ed
QuaittvAss4rance AppMved
for U
Approved for U
Impact
Destan
Contract Expiration Date
In HVHZ
Outside HVKZ
Resistan
Pressure
12/31/2018
No
Yes
NIA
NIA
12,f3l/2018
No
Yes
N/A
kiA
1213112018
No
Yes
WA
N�A
1213112018
No
Yes
N/A
N/A
12r3l/2018
No
Yes
WA
N/A
12f3l/201 8
No
Yes
NIA
N/A
1213112018
Nit
Yes
N/A
WA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
119f2 M
Entity Daft Date Pendina 20-e
Conact Enaineer & License Validated By Valldog SubmMtd FBC Approval Approved Status
Tom Johnstor Frank I Bermardo ORLANDO L BLANCO 0412WM15 0412&2015 0510412C15 08122(2015 Approved
(954) 493-8651 PE-0046549 P E,
tornl@tc-alum com (305) 51 M531
=uct Description
0 050"', Aluminum Storm Panel with Optional
Clear Panels
"rSafety Edge8quot, Storm Panels, 28ga
(0.01 8",&quii Steel, 0+022", Alum (Pert
and Non -Pi Clear Polycarb (Full and HaIQ
249a (0 02329quoll) Steel Storm Panel with Optional
Clear Panels
050", Aluminum Non -Porous Hinged Storm
Panel
Qua] tv Assurance
Contract Expiration Date
12131/2018
Approved for Use
In KVKZ
No
Approved for U
Outside HVHZ
Yes
IM pact
Resistant
Yes
Desian
Prdssure
NIA
12/31/2018
No
Yes
Yes
+W-54
12/3112018
No
Yes
Yes
-100/-100
12f3l/2018
Yes
Yes
Yes
N/A
FL#21167�-RO
im Versio Manufactune
New 2o14 HomeGuard Bu,1rj,nj Products, Inc
Approved
Category: Rooting
SubCategory: Underi.,,-nents
Compliance Method: I,,a:uat;on Report trow a
Pioduc t Evaluation Entity
FL#21675-RO Products
S-0 Product Model, Number gr Name
ToughSkin Synthetic Uncle,livnents
FILM7202-RI
rdift
LM Versio ManufactuTer
R ov ision 2014 1 wiianco, Inc
Category: Roofing
SubCategory: Roohnl Accessories thati,e an
Integral Part ofthe Roofing System
Compliance Method: F valuation Report fro�n a
F�oda Registered Architect or a Licensed F�orida
Profes5,,oaI Engineer
FL#17202-Ri Products
S_# Product Model. Number or Name
1 De, K Air '" DA-4
OmnuRkd,Ie _191 74 PRO Vent PRO4 N
FL#15076-lit
92.Q
I= yj=
Manufacturer
Revis,D, 2014
G lobar Protection Product'. L L C
Category Shutters
SubCategory Storm Panels
Compliance Method: Evaluawo Report from 2,
Florida Regstefed Architect or a -icensed Florida
Professional �7iir�vmr
F L#1 W76-R3 Prod uctq
Product Model, Number or Ndm t
1
20 Gage Ga;va;-i7I,,c1 Steel Storm Panels�HVHZ
2
24 c,Age Galvanized ,tt!ei Storm Panels�t,t IVHZ
FL#15076-R
Code
UM versi Manufacturer
Revision 21114 Global Protii Product-,, LLC
Category: Shutters
SubCategory: Storr, Parels
Compliance Method. Evaluation ReljE)-t fion a
F (,d,s Registered Ai(h,toct or a Licensed � nfida
Protos,',io,,al Engineer
F L01 5076-R4 Prod ucts
.5eq # Product Model, Number or Name
1 20 6a,vanczed Ste� Stwun PaneWHVHZ
2 24 Gage Gai-i "�teel Stmili ',,nes/NHVHZ
FLW7869-RO
9292
I= Versio Manufacture
New 2014 At: Amerwan Shutters and --,Iiss
Category:
SubCategory Storm Paneis
Compliance Method: Evaluation Report froma
Fli Re�psTered Archutec-1 o, 4!-Icensed Ronda
Professior��l
FLe1711169-RO Products
SOCI X Product Model. Number or Name
249a Steel Panel,
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
lo� I
Entity o Date 22LC Date Pending Date
Contact Ena6neer & License Validated By Validated Submitted FBC Approval Approved
John Cheslak Interterk Testing Services NA wo-!,!� Testing Seri,c v� (_ /�1!2017 01/25,1-01' 1�72!'
(904) 240 1 � 'Ci I nc. t JA� Inc,
john cheslak�.,)Il�;.viap co (604) 520-3321
m
Quality Assurance Approved for Use Approved for Use Irr P.XI Design
Product Description Contract Expiration Date in HVHZ Outstcle HVH Resistant Pressure
ToughSkin 15, 1 0LJqiic,1kin 20, ToughSkir 21 NJA
1 otigh6kin 30,1ough'skir. _ if
Florida Department of Business 9 Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Contact Enaineer & License Validated By
Andrew Ca,i& James L Buckner, P E ��even M. Urich, PF
(501) Q82 fit, 11 PE-3124:' /1317-8454
acarter4ionianco.com
Product Description
Low]Prr,hl� Poiypropylene Plastic, R�,)f Vent
Mechaniral�y At*ached to Plywood Deck
Molded Piastic. RorA Ridge Vent Mechani-,ily
Attached to OSB of Flymood Deck
Pagc
Date Pending 21a
Validated Submitted FBC Approval Approved status
',!_J0112015 1716�22(2015 Api,,o,,d
Quality Assuran2e A2proved
for Use
Approved for U
ImpAct
Desicin
Contract Expiration Date
in HVHZ
Outside HVHZ
Resisit,int
Pressure
07,110t2019
No
Yes
"I''
W �,1.97 �
'�,'1'012019
No
f.s
Nn
�`VAJ46�
Florida Department of Business & Professional Regulation
Building Codes arid Standards
Product Approval Application Detail
Poo, I of,
Entity or Olte Date Date Pend ino
Contact Enaineer 6 License Validated By Validated SLibmitte FOC Approval Aovroved $tiltus
Tim Robir,,,cn Walter A '� t J, P E Jolin',1V Knezevich, PE "",10612,215 04,1,'4!,,(j 1 1, 05M 11201,1, )6f_13t2015
(954) 68q-7f.47 PE-44167 (Wo-1 1 772-6224
Lim robinson@g;,pw,t com
Quality Assurance Approved for Use Approved lot V�p Impa Design
Product Dew Contract Expirdtion Date in HVHZ Outside HV Resistant Pressure
Corrugated Gatvani.d �teel Storm Paries fetiined Yes Yes yo�, NiA
or not by tracks to provide hutricane protection
ugated Galvanized Steel Ivc, m Panels retained 12131 7 No yv�, 'Y es r
or not by tracks to provide hum(are Ivi.Aection
Entity or Date Oate oate Pending Date
Contact Enameer & License Validated By Vallo.itCd Submitted FBC Approval Approved sujtus
Toi Robinson 'N� ter A Ti;o I- P F JohnVV K: ,eN �ch, PE 121 � 1 16 12,21 �'WC
C589-7545 P;_ I li (954)
Unn *,.b,nsonCgppent com
Quillity Assurance Approved
for Ui;e
Approved for Use
1111113act Design
Product Description
Contract Expiration D-ito
In HVHZ
Outside HyH
Resistant Pro,surr,
CorruqMed Galvanized Steel Stcfjit Panels retained
126112017
Yes
Ye,
Yes
or not t).v t-acks to provide hurrica;�e i),cAe0on
Corrugated Steel Storm Pan(`� retained
1:'11,1!2017
No
Yes
Y,� Nip,
or not Uy tja�k,� it, J,lljvlcl� lullirani P�oek,!I�rl
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approvall Application Detail
oI 2
Entity o 2M P-01 Ppte Eending [late
Contact Enaineer & License Validated Validated Submitted F6C Approval ARvmved 5tahm s
Mike Barb�eri Frank L BeffLardo, RE Jo,ge A Pomerantz, P E - "L02015 n7* 312015 0711 1 081191?01�� Approved
(561) 712-98L�2 PE-0046549 194-8521
mikeb@aIlatnericansnutte
rs.com
Product Description
22ga, 24ga Steel Storm Parels
Quality Assurance Approved for Usq Approved for Us Impact D U I
�. -Ul-
Contract Expiration Date in HVHZ Outside HV Resistan Preswre
12131/2017 No Y., Yes !..'A
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Fl-ili
Code
Entity o
Type Velsl Manufacturyt
Contac Laweer & License
1?�!, 1"an 71 in rnpson Arch i reci o,:a I Metals Comma ny Irc
Sc;ort r>ro-.vn Jaines L Buckner
Category: Rootinq
(812� 24,3-3456 PL 311242
SubCategory: Roofin�,, Accessories that are an
fivandatonC�tyahoiocom
lntr�aral Part of tne Roc.ftng System
Compliance Method, Evaluation Report fio,,,;,k
I: oi-ida Registered Architect or a Licensed Florida
Piotessional Engineer
FL#52119 -R3 ft2ducls
-5eg # Product Model, Number or Name
Product Description
I - " F ia! Top Ctt IR dge Vent wth Batflc for F le"
Minirrum 26 Gauge Stee�, Nominal 4&*39�. 6',
of 10': Wide Off Ridge Vent Attached to
Wood Di-.-k
�cruot,Round Top Off RickieVent with Baffle for
Minimum 2.6 0 auge Steel, Nominal 4�039,, 6'.,
I -�,Kqoot,
8039., or 1084'39 Wide Off Ridge Vent Attached to
,Vo(,d Deck
3- indam. �)1 Ridqe Vent with Perrnaqent Baffle
Mir.�nrifm 26 Gauge Stee, Norrinal 4',, 6',
fcr Slongie-sSquor
8',. u, 10' Wide Off Ridge Vent Attached to
Wood Dec k
FL#165WRI
9912
LM versl Manufacture
Afffrmati�)r :,,�)14 O'Hagin Manufacturtri LLC
Category: Rorfing
SubCategory: Roofing Accesso;iQs that are an
I ntegf a[ Part of *he Roofing System
Compliance Methed: Cwtification Ma�x or L,sting
FL.P16506-131 Productf;
seq lit Prod uct Model, Number or Nam a
1 1 -i Cloaked Vent Tile
EL#1 5�
IBS-Rl
Code
TVl)Q Wrsl Manufacture
ro',lor 2014 Gk,&.,� Protectw,i Products, LLC
Category: '_4'R1ttPF',
SubCategory: F@bI,, �torm Panel
Compliance Method: l.,.i'.uaticn Repo-t fr,)rn a
Forlda Regkiteied Ar,Ktect or a Licensed Voirda
Pi ofec sional Engineer
FL#15088.Ri Products
Seg # Product Model. Number or Name
�_-,PPFABRIC SHOITER-SERIESZOOL
FL#1999-R5
29-U
im Versio
Monufacttirer
Rev!- or, -1014
11 /v Buildim. Cmponents Grou:) nc, I Paslode
Category: Structt,ral Components
SubCategory: Truss Plates
Compliance Method; Evaluation Report from a
Pioduct Evaluafion Entity
rl.W999-1115 ProgucLs
_ 9
§eg_
Product Model, Number or Name
Tv`v SCG Higher Strength (H 131'rip S)
I I W PCG Hinge Plate
I I Oj br-(-, T rutox
4
ITW Br.'-, W..iv�-
Val dated By
Steven M Urich, PE
(117) 317 8454
Page I of I
Date Date Pondina 20
Validated Submitted FOC Approval Approved
0510112015 04/29QOIS 0511012015 06/23r2015 Approved
Quality Assurance
Contract Expiration Date
12/3112019
ApprovedforUse
]it HWIZ
No
ApprovedforUse
Outside HVHZ
Yes
Im pact
Resistant
No
Desion
Pressure
WA
1213112019
No
Yes
No
N/A
12/31/2019
No
Yes
No
WA
Florida Department of Business& Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
1/1W017
Entity a 20 20 Date Pendina 21M
Contact Enaineer & License Validated By Validated Submitte FBC Aobmval Approved status
Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06117/2015 061`1712015 06/275/2015 Approved
(707) 872-3620 (305) 36"707
gdaniels@ohagin.con,
Quality Assurance Approved for Use Approved for U Impact Desion
Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure
Attic Ventilation Product for tile roofing applications 04104/2018 Yes Yes WA NIA
Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
Page I of 1
119/2017
Entity or 20 2a Date P*ndina 20
Contac Enainger & Ucense Validated By Validated Submitted FBC Approval Approveld stabis
Tim Robinson WXter A. Tillit: Jr., P E. John W Knezevlch, PE 0412712015 04124/2015 0510312015 0612312015 Approved
(qr],4�,441-7545 PL .44167 (954) 772-6224
b m. qolbm��),)@gppentcorn
lity Assurance Approved for Use Approved for U Impact Desion
Product Description ontract Exioination Sater in HVHZ Outside HVNZ Resistant Pressure
Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A
or direct mounted to prov,de hurricane protection
Florida Department of Business & Professional Regulation Page I of 1
Building Codes and Standards 119/2017
Product Approval Application Detail
Entity or 20 210 Date Pend itia Dim
Conact Engineer & License Validated By Validated Submitted FBC Approval Aipprovied
Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Ramen PE 03125r2015 03/20/2015 03/29=15 Approved
(847) 918-6473 (407) 681-1917
skrmsCalpineitwcor,
Quality Assurance Approved
for V
Approved for Use
Impact
Desion
Product Description
Contract Exotration Dete
In HVH2
Outside HV
Resistant
Pressure
Metra; Connecilor Plate
12t3l/2020
Yes
Yes
WA
N/A
Mena! Connector Plato
1213112020
Yes
yr�
NIA
N/A
Me.ta; Connector Plate
126112020
Yes
Yes
N/A
NJA
Metal Conneo.or Plate
12/3112020
Yes
Yes
N/A
NIA
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MiTek Industries, Inc
David Wert ICC Evaluation Service LLC ICC Evaluation Service,
06/3012015 QW11 112015
0710512015
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Revision 2014
Boise Engineered Wood Products
Robert Taylor ICC Evaivation Selvice, I.L(., APA TheErigvee�ed
05!.'�711201 I 051=20115
06)Wf2015
Approved
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Validated Submitted FBCApproval
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(314) 851-7480 LLC
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(541) 826.02C0 Wcjd Ass,, etioi,
Rovisori 2,-)ll
Pio;sv Fogmeored Wood Products
Roboo -
05/2712015
06/DXM15
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Subcategory: Truss Plates
dwertarmi-com (205) 599-9800
SubCategory: Engineered Lumber
roberttaylor@tc com (2`31 (3,2C-7407
Category. Structural Components
(541) K'6 020') Wood Association
US CU
Compliance Method: Evaluation Report from a
Compliance Method: Evaluation Report from a
SubCate gory: Engoneered Lumber
rcberttayioi(a)I)c oorn (253� 620-7467
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FLN21197-R5 Products
FL#1644-R4 Products
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Product Description Contract Expiration Date
In HVHZ Outside HVH
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Pressure
SQ'i #
Product Model, Number or Name
Product Description Contract Expiration Date in HVHZ
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Resistant
Pressute
Quality AssurLWI
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M18SHS
18 ga super high strength truss connector plate 12/31/2017
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Yes
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WA
Ver�,j Larn
Laminated Veneer Lumber 0110112035
Hu
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NIA
N�A
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16 ga truss connector plate 12GI/2017
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AJS k:4.,ts
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N/A
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MT18HS
18 g& high strength truss connector plate 1261/20117
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Yes
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20 ga truss connector plate 12�31 f201 7
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Yes
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MT20HS
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Yes
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Search Criteria
4
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Florida Department of Business & Professional Regulation
Building Codes and Standards
Product Approval Application Detail
z
Florida Department of Business & Professional Regulabon Page I of I
Building Codes and Standards
11912017
FL#6527-R6
Product Approval Application Detail
Florida Department of Business & Professional Regulation
Page 1 of I
Code
Type Versio
Manufacturer
Entity or
Contact Engineer& License Vallclatedl By
Date Date
Validated Submitted
Date Pendina
FBC Approval
Date
Approved
Status
Building Codes and Standards
1/9120,17
Rpvt,,,on 2014
�Veyerhaeuser
Jim Anderson IGC Evaluation Service, LLC James A Rothman, P E
0 !02�2015
07j'30�2015
Approved
FL#158-R?
Product Approval Application Detail
Category: Structural Components
SubCatogory' Engineered Lumber
(253) 924-4084 (60a) &-9-1344
jim anderson2@yveyerhae
Code
Entity o
Date
20 Date Pending,
20
Compliance Method: Evaluation Report from a
user.corn
Type Versio
Manufacturer
Contac Ena Ineer & License Validated By
vallglatord Submitted FSC Apgroval
Approved
Status
�tujk'(l i.v iluatior EnHy
.�n 1 11
( A��T-CRETE USA, Inc.
1-rag PAirino Miami -Dade BCCO CER Miami -Dade BCCO VAL
03116/2015 0212412015
03/18MI5
Approved
FL#1630-RO
Category: Structural Components
(�kl 3) 6.1 4641 (7%-) 315 2590
FL#6527-R6 Prodycis
SubCategory: Products Introduced as a Result of
c painuo�<�c_istcrete com
code
Tvpe Y&LqJ2
Manufacture
Entity or
Contact Eno Inser & License Validated By
Data Date
Validated Submitted
Date Pendina
FBC Approval
Date
Avoroved
Status
Qu al ity Assu ra nce
ApprovQd for Use Approved
for U
Imi3act
Desiar,
New TechnologV
—
�120015
S
Product Model, Number or Name
Product Description Contr= Expiration Date
In HVHZ
Outside HY
Resistant
Pressure
Compliance Method: Certification Mark or Listing
Revision 2014
Weyerhaeuser
Jim Anderson ICC Evaluation Service, LLC James A Rothman. P E
07106/2015
071301'201 b
Approved
jLevw R,tn Eowd
Structural Composite, Lumber or Oriented Strand =13112017
14')
Ye's
tTA
NIA
FL#158-R7 Products
Category� structural Components
(253) 924-4084 (608) 839 1344
board Rim Board
Subcategory: Engineered Lumber
jirn.anderson2@v,*ye(Iiae
2
Microllam LVL
Laminated'Veiee, Lumber 03131/2017
No
ye�
MA
NIA
QualltvftsuraMl
Approved for Use Approved for U
Impa
Desian
Compliance Method: Evaluation Report from a
usercom
?
Para Ila m PSL
Pjralle St,anc LjirAj�r 0313112017
IAU
Y"�
10A
N,'A
Seq #
ProductModel NumberorName
Product Description Contract Extiltation Date In HVHZ Outside HVHZ
Resistant
Pressure
Product Evaluation Entity
4
Tp'rioerStraid LSL
Laminated Strand Lumber =3112017
140
rltA
tL��A
I
High Strength Concete Ontels
4, 6 8, and 12 inch wide lintels 05/2112016
7es Yes
NIA
MA
IF L#1 630-RS Products
FLM27-8
FL#158-Ra
Quality Assurance
Approvid for Us Approved
for Use
Impac
Design
fig"
Product Model, Number or Name
Product Description ContW Expiratmolit.20
in HVKZ
Outside HY
ftstistant
Pressure
P-291
Entity o
D1110 P-At-e
Dgte Pending
Date
Q2a
Entity or
Date Pendina
I
TJI 110
Prefabricated Wood I -joist 03131/2017
No
Yes
N/A
I,,?A
im Versio
Manufacturer
Contact Engineer & Licens e Validated By
Validated Submitte
-rci
FBC App
Approved
Status
Lyge versig
Manufacturer
Contact Ena Ineer L cense Validated By
Validated Submitted FBC Aipproval
Approved
MAWA
2
Til 210
Prefabricated Wood I -joist 03131/2017
No
Yes
N/A
NO,
Revision 2014
Weyerhaeuse;
Jim Anderson ]CC Evaluation Service, LLC James A. Rothman, P_ E
1110512016
ApprovwJ
Rev;sinr ?Q 14
CASI-CRETE USA, Inc.
C raja Parfino Morni-Dade. BCCO - CFR Miami-DadeBCCO-VAL
05106M16 041,.1912016
0510612016
Approved
3
TJI 2.30
Preta bricated Wood 1-joist 03f31/2017
No
Yes
N/A
NrA
Category: Structuiai Cornponeurts
(253) q24 408,1 (608) 839-1344
C3tegOry: btfUi7furalComponients
(813-) 621-4641 (786) 315-2590
4
TJI 360
Prefer bricated Wood I -joist 03/3112017
No
No
Yes
rVA
N/A
NJA
SubCategory: Engineered Lumber
SubCategory: Products I 1-(xIucvd �ia Resid! of
cparrino&aStCrete, CoM
5
TJ1560
Prefabricated Wood I -joist 03/3112017
Yes
NIA
Compliance Method: Evaluation Report from a
U�Ief.clorn
r,owTechnoogy
6
TJI/5600
Prefabricated Wood I -joist 0313112017
No
Yes
NIA
Product Fvalua!ior Frntj
Compliance Method: Certrhoation Mark of Listing
FL-#6527-R7 Products
FL#1 M-RO Ptgducts
Quality Assurance
Approwd for Use Approyr
��r U'Q
iMPA-CA
P95LU
Quality Assurance
Approwd for Q Apigroyiid for Use
rd
Impact
Deslan
S_ #
Product Model, Number or Name
Product Dqscription Contrwt Expiration Dat
in HVHZ
Outside HV
Resi�tgn
1-IMSOL!q
Soo #
Product Model, Num Nr or Name
Prod u ct Desc ri Wig n Contract Expinintion Date
In HVHZ Outside HVHZ
Resistant
Pressure
1
M crsllam LVL
_LJMt)er 03r3l.12017
No
Yes
` i�'A
f "p,
I
4,4�. S:,errq',b �,or.c,olc Lintels
4, 6, 8, and 12 inch voide Ii rites 0501=17
Yes Yes
N/A
WA
2
Parallei Stiranct Lumber 1!�'( 1 7
No
Yes
NIA
WA
3 Laminated Strand Lumber OM112017 ` lo Yes NIA WA
4
TJ Rim Roam
Siructural Composite Lumber or Oriented Strand 03/3112017
board Rim Board
No
5
Aievf,har!,V�'l RIC1 B03rd
Oneriled Strand Board Rin F110JId 03/3112017
No
Ni
(D
Florida Department of Business & Professional Regulation
Pa ge 1 (9 1
0
Building Codes and Standards
I�W20�_
Florida Department of Business & Professional Regulation
Page 1 of 1
Florida Department of Business Professional Regulation
Page I of I
Building Codes and Standards
1/9/2017
Product Approval Application Detail
Building Codes and Standards
119/2017
m
Product Approval Application Detail
FL#5450-R5
Product Approval Application Detail
F L#1 774
Code
im Versio
Manufacture
Entity 9
Contact Engineer License VaIldatea By
Date
Val*dated Submitted
Date Pending
F5C Approyat
Date
Approved
Status
FL#1 1383-R4
Code
Entity o
Date Data Pending
Date
20 2111
Date Pending
Date
RevosrQr 2�014
powers Steel Inc,
w1am povve4s S'VVC41'� SAMUEL A
01,12612015 03/23/2015
03130i"01 5
06,23t:,0 15
Apj�rt,,,�J
Type Vers)
Manufacture
Contact Eno Ineer & License Validated By
Validaftd submitted FBC &2proval
Approved
Status
Versio
Manufacturer
Contact Engineer & License Validated By
Validated Submitted
FBC Approval
Approved
Status
Category Structural Components
((, Ll 21 4.3 7 - ! 1 i,, PE - 30509 GRLENULR�, I-'[-
Re% 2ol 1
Stocl inc
william powers Steven Schaub SAMUEL A.
03t2&2015 OW=015 03/30/2015
0602(2015
Approved
Revision 2014
Commercial Concrete Products Inc,
Robert Gill is THUYAHUYNH Florida Engineering
071OV201 5 06124�12015
0&2012015
0817FV2015
Approved
SubCategory: Products Introduced as a Result of
b1i&uvveissti�,l cam (811) 645-01613)
Category: Slrucf,v-4i Components
(602) 437-1160 PE-60509 GREENBERG, P E,
Category: Structural Components
SubCategory: Products Introduced as a Result of
(813) 659-3707 PE-60122 Solutions
precastgatorCyahoo com (352) 588-5311
Ne�yTechnoiogy
Compliance Method: Evaluation Report from a
SubCategory: llrt-ALIHS Introduced as a Result of
If
bill@ po,6erssteel,00m (813) 645-0166
Now Technology
FiwidA Re -;A
. lewd Arc.1hitect or a I, icensed Florida
Professional Lnginep,
N&N er hoo-tcov
Compliance Method; EvjivatKv Reporl 'roni
Compliance Method: Evaluation Report from a
Registered Architect or a Licensed Florida
Florida Registered Architect or a Licensed Florida
FL#6460-RS Products
i'tofesronal Engineer
Professional Engineer
FL#1774-R4 Products
Sea #
Product Model. Number or Nam e
Quality Assurance Approved for Use Approved
Product Description Contract Expiration Date in HVHZ
for U
Outside HVH
Impac
Resistant
Design
Pressure
FL#1 1383-R4
Produgs
Quality Assuranat
Approved for Us
,,I ApprovedforU
Impact
Design
I
P'Sbox8LT, PSbox8LT(5-518)
Powers Steel fintels are field assembled inteis Olr2712017
No
I�IiA
t i., A
Product Model, Number or Name
Quality Assurance
Pryduct Description Contract Expiration Date
Approyed for Use Aporoved for Use
in HVHZ Outside HV
Impact
Resistant
Design
Pressure
*20
Product Model, Number or Name
Product Description Contrwt Expiratio0jaM
In HVHZ
Outside HVH
Remstan
Pressure
ccirsrsstriaotp-efcrmod�ter rqtelsmmb�nMwth
Powerse-)X8 L mters�
PoAers Steel Lintels are field assembled consisting 01101=117
No Yes
N/A
WA
1
Quality Precast or Commercial Concrete Products
Precast and Prestressed Concrete Lintels 05M,'2024
No
Yes
NIA
N/A
Concrete I'laSOnlY Ulrt�, grOIA aric stee re,ntorcriq
of preformed steel lintels combined vvith brick or
-6-0
oars
corcrate masonry units, grout and steel reinforcing
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SHEET NO.
PA 103
WEATHER
RESISITIVE
BARRIER
WEATHER
61E BARRIER &
tARILY SECURE
EXTERIOR
SHEATHING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHIN
BY LAPPING DOWN -,,,
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOIC
UNDER DECKING
(SEE DETAIL WP07)
ED FLASHING
HEAD FLASHING TIE-IN INSTRUXTIONS:
1. Cut, fold up & temporarily secure weather resistive
barrier above header to allow for flashing
installation
2. Self -adhered flashing plus head flashing under
weather resistive barrier
3. Fold weather resistive barrier back over head
flashing and seal with tape
Scale: NTS
SELF -ADHERED FLASHING
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WP01
S
DO N07
BOTTOI
FLANGI
SELF -ADHERED FLASHING
HALF ROUND WINDOW
SELF -ADHERED FLASHING
DECK JOIST
NOT USED
NSHING
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4'�-V' BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SELF -ADHERED FLASHING
_911-
SUBFLOOR
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
UP JAMB 6". USE LIQUID NAIL BRAND
OR EQUAL WEATHER PROOF CAULKING
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
2 SEAL TOPS OF JOISTS
UNDER DECKING
8 (SEE DETAIL WP07)
E
WP07
WP10
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING
OUTSIDE CORNER
NOT USED
RIM JOIST
WP02
INSTALL SELF -ADHERED
FLASHING JAMB & HEAD
FLASHING, SEE
FLANGED WINDOW
(SEE DETAIL VVP01)
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
WP05
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
2
4
5
WP1 1
WINDOW UNIT
SLOPE
0.3 in: 12.0 in
(0.6 cm: 30.5 cm)
SELF -ADHERED FLASHING
EXTERIOR
CEMT. FIN.
BUILDING PAPER
WIRE LATH
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
I
MECHANICALLY FASTEN IF RUBBERIZE r*1 A COU A I I
NEEDED IN CORNERS RUBBERIZED ADHESIVE
ASPHALT ADHESIVE
THROUGH SELF -ADHERED
FLASHING SELF -ADHERED FLASHING
SCORED
RELEASE P/
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
.4
4 i4
Foundation Wall
4
A '4 4.
.'A
.0 4
FOUNDATION WEEP SCREED
NOT USED
WP03
(BEFORE FOLDING, SCORE
RELEASE PAPER TO EXPOSE
ADHESIVE AS SHOWN)
2
5
4
6
7
WP06
Water Resistant Barrier
Lath
Sheathing
stucco
WP09
WP121
THESE DETAILS ARE GENERIC AND MEANT TO SHOW
GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as # in each detail that corresponds
to the numbered items in th(�
ie ist of instructions below:
1 Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water
shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on
demand, embedded in the adhesive layer) - for ease of
installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions
and adhere to substrate using a square piece of flashing
material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing
accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
Cement
Plaster
over block
1 st floor
Note:
The building paper and metal lath must be
installed over the top of the weep screed.
FLASHING REQUIREMENTS
R612.12 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows
shail comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and
breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier
shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be
applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51
mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other
approved material shall be continuous to the top of walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as
described in Section R703.1
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in
R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a
manner to prevent entry of water into thewall cavity or penetration ofwater to the building
structural framing components. Self -adhered membranes used as flashing shall comply with
AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved
corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall
extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent
drainage. Flashing at exterior window and door openings shall be installed in accordance with
one or more of the following or other approved method:
1.1 The fenestration manufacturer's written flashing instructions.
1.4 In accordance with the flashing method of a registered design professional.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
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.
R703.15 Drained assembly wall over mass assembly wall. Where wood frame or other types of
drained wall assemblies are constructed above mass wall assemblies, flashing or other
approved drainage system shall be installed as required by R703.8.
WEEP SCREED DETAIL
SCALE: NOT TO SCALE
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTMC1063
Building Paper
7/16" O.S.B.
sheathing
Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
outside corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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I _ I---- - L
TRINITY ERD
Certificate o/AurhoruzaoUR C 95(13
January I, 2015
RE: Certification of Independence, Florida[ F.A.C. Rule 61G20-3
To Whom It May Concern
This letter serves to document the following in accordance with Florida FA.C. Rule 61 G20-3:
I. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or
will it acquire, a financial interest in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. dib/a Trinity I ERD is not owned, operated or controlled by any
company manufacturing or distributing products it eyaluates-
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company
manufacturing or distributing products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved
in the approval process of the product.
Please contact our office with any questions.
Sincerely,
Robert Nieminen, P.E.
Florida Reg. No. S9166
vice Preeid.nt
Emil: robertnkmmen@trinityerd.cont
Kate A I OR Ref It ARCH a DfIll N, I.I.C. d/b/a Tit l n lty I a RD - Cart l fl cat* of Aut%.,a..tid. 89503
Ri e0 Y..la, Way . sills• 200 • Seattle. wA 98104 . P, (206) 467-0054 . e: (406) 467-5040
EAST: 2.3 Chrl.tl.n SIr 1 unit .3 - O.f.rd, CT 06.76 - e: (203) 262-0245 - r_ (203) 162-92-3
6.3.3-1 Hip & Ridge, Option 1: Shadow Ridge"
- L__ j
[emir'/s (d sk.aar,ck9eaxxaoryrb ulat6leat-*2lar
/linepo_ tor, it, -A. 72 tuatifid n•Pfde>a
Tt
�__ Metal -
F-r F-
c
It.ta eraatrga..rb
rRalial.dMrbena 7
I y11i"F02S..106"Not
L.. -.1
EN IA Deastalw
�! I RINITY ERD
971r
_41f,I4RI4m?Ir '
fr, 12Sa i (111
Nd3 err
raark5
v f
tkildu W AlpJ
7 r
TOo r�Odua(�I,tr5$r(Iilna
,- -
, err fy Ae f W i0°"a keA'Da acemer [test art tip and
raid, IJa a..a tleavatia rIpar6
Note: For ASTM 03161 - Class F, use BASF Sonolauk NP t adhesive or Henkel PLO Polyurethane Rocf & Flashing
Sealant in accordance with manufacturers instructions.
6.3.3.2 Hip & Rage, Option 2: Coda, Crest-, Cedar Crest" IR
use two fastener per shingle. Fa the starter shingle, place fastener 1 inch from each side edge and about 2 Inch
up from the starter shingle's exposed butt ad". For each full Cedar Crest shingle,, place fasteners 8-5/8-inch up
horn its exposed hurt edge and 1-inch from rate side edge.
Extarlor R...ardh and bases, U.C.
C-W- o/AtieYeru ive,"101
BORAL ROOFING
Build something great'"
BATTEN INSTALLATION
a Battens are to be fastened through the batten and
throigh the pads. Locat
ions Df s are
plastic Fla F7�
marked with a target on top of the batten for ease of
installation. Pads are ocated 12" on center to allow
s r 12" a 24' on Canter a required eq per code and roof
design.
• battens are to be fastened to the deck with
corrosion -resistant fasteners. Batten tasteriers are to
be 6d nails, did - '- -inch wood screws at 24-inch on
Centers, or 2-inch lorg 16 gauge staples with
7116- it") crown at 12-inch on centers. Batten
fasteners are to either penetrate N4-inch into the
rcx)I dock or framing or through the roof deck
wlhichevor is loss.
vo risers d t]8 used to insure
El3S compatible r>a St101i u
proper elevation r' gave Olos.
TOLE INSTALLATION
Ba51c wind speed i than 100 mph and with
a mean roof height of 40 feet or less
• I asten tiles to the flattens only. Tile festere,s roost
completely penetrate the batten, but not penetrate
the underkiymnerlt, duck or framing using the following
recommended fasl000r IOrlgths:
E-1-tan Replica 3532.09.05-R&
FLSW P l.
Rerkbn k', 03/DW2015
P.O. F of 9
Basic wind speed 1(7.) mph or greater or mean root h-illy&
greater than 40 feet.
r
1'1CCcr Root tip must be attached i r accordance
with the 'Design Considerations for iNgh Wind
Application' in the Title Roofing Institute (I RI) Concrete
M t
and Clay Roof Tie Installation Manual or Moder-
ate Climate Regions, or the FlonLia I tooling and Sheet
Metal s6rlciation (FRSA)/TPI Concrete and Clay Roof
Iiie Installation Manual,
• Tile fasteners are to either oenetrate 3/4-inch
into the roof deck or framing or through the roof
deck.whichevi is less.
EBS USAGE RECOMMENDATIONS
Cedarlde E4 Madera
is 120 lilear feet when courses are 9.25 to 10 inches
(Each borlCTk3 ectimis 0.8 squares).
• 130 IiTcar foot whoa courses are less than 9.25
inches (Each hurdle equals .736 squares).
All oUhor fill,
• 80 linear feet when Courses are 13.3 to 14 inches
(Each bundle ecl iaks 1.2 squares).
• 90 linear feet when courses are 12.1 to 13.3 inches
(Each t9lirde equals 1.016 squares).
Usage may vary deponcing on NO course layout and
adjustments for roof sire.
i 4.
EXTERIOR RESEARCH & DESIGN, LLC.
Cerfift- , 4 Al"-- a9,01
TRINITY 353 CHRISTIAN STREET, UNIT a13
ERD OXFORD, CT 06478
PHONE: (203) 262 9245
FAX',(203)262.9243
EVALUATION REPORT _
CertalnTeed Corrwratfon Evaluation Report 3532.09.OS-R9
18 Moores Road 1111.5441-R8
Malvern, PA 19355 Date of Issuance: 09/22/2D05
Revision 9: 03/06/2015
Scm:
This Evaluation Report is issued under Rule 61G203 and the applicable_ rules ':Ind regrdatiom governing the use of
In h f Florida. Thdocumentation submitted h r wi •w Robert Nieminrn F.F. for
construction materials the State ea sub tted as been ( c ed b ob
v
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the Sih Edition (2014) Florida Building Code sections noted herein_
Ory anoric er CoritalnTeed Asphalt Roofing Shingles.
IA9tuNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1_
CON INUfD Coteeuance: Tots Evaluation Report is valid until such time as the named productis) changes, the referenced
Quality Assurance documentation Changes, or provisions of the :.ode that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. 7n'nIryIERJ requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle,
AovearlseMCNI: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may, be displayed In
advertising literature. If any portion of the Evaluation Report Is displayed, then it shall be. done In its entirety.
IMPECnow Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the fob site at the request of the Building Ofiklal.
This Evaluation Report consists of pages 1 through 9.
Prepared by,
2. at.
a
A
k
a
ttt9
e'
Robert J.M. Nfeminen, P.E. 1 eTa-cos .,.,wr...,.�.w«rr. »rwiMra,a >, oast, .,.,.
v.CmrrNer7D11.rrxa...n-.r.r-.n.I-e ,xAx,,.i
4" 0
Flwidn Reprstro lion No. 59I66, Flondo DCA ANE1983 .;,µDNA", - s_Ahkranw,,_."-^s..'n,^^'^'.•�.,'ti
aware aYpraaaARarar.V ek b.IM rwirW :r.x
CERTIFICATION OF INDtpE>A .
1. Trinity IERD does not have, nor does It Intend to acquire or will it acquire, a financial interest In any company manufacturing or
dlstrifwting pruducti it r-valuates.
L TdnitylERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial (merest In any company manufacturing or distributing products for
which the evaluation reports we being issued.
4. Robert Nlerninen, P.E. does not have, nor will acquire, a financial Interest in any Of entity rss,ived In the approval process of the
Product.
S. This Is a building code evaluation. Neither Trinityl ERD car Ruben Nerinen, P.E. are, In any way, the Desifirwr of Record for any
project on which this Evaluetion Report, or p•evbus versions thereof, .s/was used for permitting car design guidance unless retaoeoe
speclfkally for that purpose,
,-,1 TRINITY ERD
ROOFING SYSTEMS EVALUATION'.
1. SCOPE:
Product Category: Roofing
Sub-Cattagory: Asphaft Shingles
Compltarl Statement: CertainTeed Asphalt Roofing Shingles, as prcdLKed by Certaln7eed Corporator, have demonstrated
compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing
b accordance with the fOpowing Standards, Compliance is subject to the Installation Requirements and Limitations / Conditions
uf use set forth herein.
2. STANDARDS!
�ifl.ffIl Crg�f
Ailydild TRRr
M7-M, R905. L4 Physlol Pr000mes
ASTM D3462 )009
IW7.2.7.1, R90s.2.6.1 wind Redstart,
ASTM D3161, mass F 2009
1507.2.7. 1, R905.2.6 I wind R"cuu ce
ASTIA 07158, CU. R 2009
3. RFFeRENcts:
tmVy Plemllnersp
9fi3c1tau to
UL(TST 1740) ASTM D3161
•441(9632 WIS/199a
OL I SIT 1740) ASTM D3161
991,10 6 1 U21/1999
UL ITST 1740) ASTM 03161
MCA12702 05/27/20M
UL TST 1740) ASTM D3161
03CA12702 06/16/2003
UL(TST 1740 ASTM 03161
03NK29B47 10/03/2003
UL(TST 17417) A"M wit i
WCA11329 05/24/2004
UL ITST 1740) ASTM D3161
04CA32991i 12/D3/I004
UL ITST 174D) ASrht 03161
DSNKo70aH DOTS/2005
Ut M7 1740) ASTM D3161
05NK16118 OSAI1 os
UL W 1740) ASTM D3161
OSCA16774i 05/12/2005
Ut(TST 1740) ASIM 03161
DINK14836 05/22/2005
UL ITST 1740) ASTM D3161
06NK12800 06/22/2005
UL (TST 1740) ASTM D3462
Rb.M 09/21/2005
UL FIST 1740) ASTM D7158
OSNKOW37 (Q28(11006
ul, trST 1140) ASTM 03161 & 03467
09CA21W 73 07121/700s;
Vl.(TST 1740) ASTk1 D3462
KICA41303 101071A)lo
UL (TST 174W ASTM D3261
10CiL41303 10108/2010
Us TV 1740) ASTM D715S
IDCA10/27/7010
413U3
UL TST 17to7 .ASTM D3161 & D3462
LOVW4960 11/11/2010
28
UL LLC 96 ASTM 016E D3462 & D7158
f,sT I
13CA32897 1 21 2013
1/ /
UL LLC ITST 96181 ASTM D3161, 0346E
TFWZ.R644 04/i2/i0u
UL Uc ITST 96281 ASTM D7158
TGAH.R684 04i22/2014
UL LCC (QUA 9625) Oua91y Control
Service Cnnflrnution Exp. 07/03/2017
4. PRODUCT IDEsCRwT1ow.
4.1 C120'", Xl"'r 25, Xr' 30 And XT"' 301R are fiberglass
reinforced, 3-tab asphalt roof strbgles.
4.2 Caf,iage House Shangk•, centennial Slate", Grand Manor Shangl2•, LAndmark-, Landmark- IS, Lanirnark- Pro,
Landmark- Premium, Landmark' Q, Landmark'" solaw and Landmark" S"ns IS are fiberglass reinforced,
laminated asphalt roof shingles.
4.3 Presidential Shake"', Presidential Shake' Ill and Presidential Shake 1L- are hberg4sss reinforced, architectural
asphalt roof Ihnglcs.
4.4 Hatteras-, Highland 'late" and It,gnland Slate"
Ill Are fiberglass reinforced. 4-tab asphalt roof shingles.
45 Pat'rlot"' is a fiberglass reinforced asphalt loot
strip shil,lle (with nU (utouts) providing a laminated appearance
through an intermittent shadow line with contrasting,
bleed drops for color definition.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow Ridge-, Cedar Crest- and Cedar Crest- IS
are fiberglass reinforced accessory shingles for hip
and ridge Installation.
4 7 Any of the above listed shingles may be produced in AR (algae resistant) versions.
t.t Hon Ple. ch and oelkln, LLC
EvWvatinn Ream 3512.09.05-R9
f !(kara u(4vrM1 iix,,,,ysCI
111544441l
R,nhio. 9 O3/D6/2015
P.O. 2 of 9
II,qTttNTY ERD
S. Uourar NS:
S.1 This is a building code evaluation. Nether MrityltRD nor Robert N,emlrPe, F.L. are, -o any way, if* Ues,g,Iet ,:I
Record for any project on which this Evaluation Report, or previous versions there&, Is/was used for permitting or
design guidance unless retained Wrifkally, for that purpose.
5.2 This Evaluation Report is not for use in the HVHE
5.3 Fire Classification is TV part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
SA Wind Classification:
S42 All thingks noted harem are Classified In accordance with kBC Tables lls0/.2.7.1 and RW5.2.b.i to ASTM u3161,
Class F and/or ASTIA 07158, Class H, uoclKl ing the shingles are acceptable for us In all wind roves up to V„k 1 150
mph (V,a, - 194 mph). Rotor to Section 6 for Installation tegnlremants to mart this wind rating,
4, Pre i er 1 I Accessory, Ac t. r Ha er 4 shank Ride Shadow Video and Cedar Ci'e4 nl rl sin its 5 1 .s d t a crassory n N a, g g, g 1 p& tlRe h g
have been evaluated in accordance with ASTM 1)3161, Class F when BASr Sondasbc HP 1 adhesive, or Henkel PL'
Polyurethane Roof & Flashing Sealant, appiied as spei in manufacturer's application instructions, indicating the
shingles are acre table for us in all wind rones w to V = 150 h V - Is4 h .
8 D D r4 nip { ,,,k nip )
5.4.3 ClassrficAt,on by As I M 071S8 appllo to exposure category B or C and a buitding height of 60 feet Or less. Calculations
by a qualified design professional are required for rondtlons outside these limitations. Contact the shingle
manufacturer for data specel- to each shingle.
SA3.1 Analysts In accordance with ASTM D71S8 Indicates the measured uplift resistance (fir) for the Certaln'reed asphalt
rDefing shingles listed In Section 4.1 through 4.5 exceeds the calculated uplift force (F,) at a maximum design wand
spired of V-„ - 150 mph fV,a - 194 mph) for residemlal buildings located In Exposure D conditions with no
topographical varlulom {Nat terrain) having a mean roof height less than or equal to 60 feet.
The shingles are permiwblt under Code for Installation In thew condtions using fie mstallaton procedures detaned
In tits Evaluation Report and Lelta4cleud minnnum (.gmruetsents, subJwt to mmimlan coddled fastening
requiremerrti established within any local Jurisdiction, wh''ch shall take mil-lorue.
5.5 All products In the roof assembly shall have quality assurance audits tan accordance with the Florida Building Code and
VA.(. Rule 6160,3..
6. kMALMTION:
6.1 Roof deck, slope, underl2yroEst Arid fasteners shall wo,ply with FR( ISO L1 j 11905.) and the shingle manufacturer's
minimum requirements.
6.1,1 underlaymont shall be. Acceptable to Ceria nl cord Corporation and shall odd current Florida Statewide Product
Approval, at be Locally Approved piva Rule 61Gi 0-3, pre FRC Se+.tans 1507.2.3, 1507.2.4 of RSOS 2.3,
6.2 Installation d asphalt hg ks stroll r.nVwith Ile mauuarterr'% current pu tilished Istructiom, using mInN rm
foul 14) nails per shngiv in ac r tdurice with r8C 1507,2 7 or Section 11.905.11A and the minimum requirements herein.
6.2.1 Fareners shall tau In arcnrdmn.iwdh manufacturer's published requirements. taut nor less than FBC 1507 2.t, or
R905,2 . Staples are not permitted.
S p
6.2.2 Where the roof slope exceeds 21 units vertli in 12 units I,orlrori use the "Steep slope" directors.
6.3 Cectain'read asphalt shingles are acceptable lot use In nerredf (tear-ri or recover aplrlKatkons, subject to tot
(imitations set forth In FBC Section 1510 and CertalnTeed published installation Instructions.
Exterior Research and Design, L1C
camykaa 0'f A.,Mrruiii_ eras
Fvatusaor, Revert 3512.04,M Rn
FLS444 to
Revbbn 111:03/061f2O1S
P.S. 3 of 9
�'STRINITY' ERD
6.3.1 Mffn,.i)SL Z.rT._".&.7f -AX:
I" 4110 SUNW" swf slip slot[
am= F+- 17' t2' 12' 1- It. r,/7t and tcl *.% a( WNC -Arg i emenr fa ntry fim
furl- Irm7- -fill!-en--: ;a6n6k iftien,tI/-4)." W rewAkg eeaaa elei0a4 AS Or D45IF
r,'�,i$1rm1 5y4O! t"ti5mtnl '"tot UL pATIp'Lis4.
ti_-_ _1-- _-
6°e' (�,ur�e6^ . --T_'_--------
svr' ° 11 I i --- ---- ---
rot - _ � IVA- .yw - Rye.
I -, Sr a: 1"+i'4:tn+1 AllAlt-merit la.4d,.0"okikpdreat
I
- - - - 1 - - - - u,rb+ axe bb:a.R.
S :A POW IP 4 ra'ai.r alb r,4.•,poeeyalawataeo-60*A.
Y; kxrrsa,e -till nl nWN uaeer rsi ssa rCla'rhr alkdee
t or Nsle,
Rime 11-1,U.AWR.*AlawyJW4k,tlr•
6 3 1.1 Hlp & Ridge r.ut Shhilik's
F-- IN,rri
R. a-
vn; .
r
i"F"'
� i7'T 5"�.. _l T (y(imn)-. ` Fti°F'
f - _ t 1T' II.5:9rr,` `44 - �'C 0 rr•H
Coro =+L cq ;+siNY" • '!"-m
y,rTek Fari9k 5eU9e ^-�t1 thin
slat Pot T,-- san0r6t�'1
core": H twilit k..s.d.yO dW.gsakyi. \�4.d.sMtr"
Ia9Ws,l _ ._..Ntead t,,`,
Ajp" rl-i' aWraA. lfng9. alma efr E.N -
Note: For ASTM 03161 - Class F, use BASE SOnolashe NP 1 adnesive or "leokei FL- Polyurethane Roof & Flashing
Sealant, Ir. accord4 ice with nunufact wears Insbucrions.
,. ..i L+Sliggr r 1A.!,s_iht"tit I.c..e014n_n-4.7_S_I 7!-4tld -ktF.B4kt3p-._`t4-gti4_'_,.
TOM Ai* slw am
$VJWA 9 Ul(M ttic - ate, sed If— V. „r.akr, nx&p,saie. FN.wry
Lee 9. Mile. kN•-+T w1.9m,ile. YO 7a.ad lame%.* 4. Qw aset.A 16- W. of.0.0
-aft roasu W 7 bill lerr A¢ lame N>dr s•d 0eras.d
SA:.. yq(..yibi roomy cr,rat 1' 125 wJ 5- •AF d It&*
/, (rpw. 0.41. Aal64 r.&C xaei a etar; ARM D45M ran a
k
11- i
, , 2-,
W i 1 ois.i
i 1 - i--pt,m4 � rVr
Pool r7-e wtla. Refelf rix7Ae r)s.#il er.Iawaa, y, / f
C4Nsfork sO.eetrd or cl...."Arr 11 -1 K rFk ai,a
95I.Mr L_...__,. - a,raeco,r ._.i.
ROM 175-nor rn6Jav0t 0A.-Q maul o.or MO.
wa.Ma wowraw1A'aN14aa',.Akgincite
fncdpr R.st.rrh and Design. LLC
cwf0J9l...(A-.1I xo,o.ea07
frxlua8on Furp. , 1512,0i R9
F15444.113
Relation C 01106MIS
P.aa 4 Of 9
".i i KIi`iiITY ERG
b,.4 2,1 Hip & Ridge: Slwrsgle• Ridge
t7.._ �13 Faparure RNa"we
fMM the flit Side
1 f i g' xw WWI
Easiest tle r .1
71_J
1e95kb sfe•.�/R1GNT
Ellw ! LEFT
fi1°ea 17-19.¢ ferdrlkdaon q(sh-glr4 Nits a t*W
1"( " 12. I* 1'6irlwlcr- Ri,* OR mpg and HalJar.
Note: For ASTM D3161 - Class f, use BASF Sonolastic PIP 1 adhesive Or Henkel PL- Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's Instructions.
6. 3.4 1.an4mdit:...A#rkIjff4TJL': _LR_4endmw*- Pro ttormarl rid.mi Null Landmark" Premium L*rAmj.r.1L-1„
l�nQm_ark""SSc4 L,n ;rk-$9iads,R'
LOW As SUrfORAD ROPE tAWD4" R
Off v' i],n-
.ETIK§tk" S
-
4n
-a
IT lair Ir ,sal Fi
Am) (3lng---X6-
j11-(75an
t1Yrr ,11• n [a-raN t-7Aa.RWKit a-, -
Sim AOFr makew 11
-let fh mdh a.d fd.r yore 9f r9Wk r.mtg aid br OM Oil - trh'- --n
kmW4°d rl6relc Sri bd>a. A%,Mk roeAq tmtsi doad a.a (m aft Olalatl III""
A"Ia D4596 type U. Atrh V spa if "tdk mofbg mawr ride
ark Con.N end a s6u. u- . 15. 1. helm eeds i -- ---- -- . rp3arl T�+rf,
'
WICK OIY VOM j�--
Plato II .---- 06-1
-17"-..�-. .1P71-- 1ST'
Li(ti'.11 ,376mm1 l3Maa.}
l li " De a, aa,afi►alir y
qN.R-es.- o-elrx
.,.p5 Ilrr4w Tale I-RS a•!--)
IIa AV 1...
nn9V __ __
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i?5 eii t 175 err
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Ex1erim Research and Oeslfn, Are
(:1Yat(rN a7A,aAoru.tbr.3545
Evelu.Uan Report 353a.09.05-R9
FLb444R8
R.-hion 9. 03/r16/2015
Pia. ,, of ,i
Walker Engineering, Inc.
;'r; ntwa (7 Ltlaal ICC Evaluation SDrrice, LLC 833 RodtiD� Road
�! TR iY ERD �t TRINITY ERD TRINITY ERD Nttamto, ,Meat DF(k. Als6ema 35235-2625
:3o60Sat Re ionalO ic. .son 205-954-0160
CA 92A.
Note Per ASTM D3161 - Class F, taw BASF Sonolastic NP 1 aeathes've or Henkel PL- Pn urethane Roof & Flashing G, 3,5 63,6 H91htand S14te Hiehisrnd Slits" Ill: , .tt AY4'AMY MR Id. 562-699.0543
N Ig wLtteras^.
lTlp ROIi
Sealant to hand wal Cedar Crest shingles. Apply NP 1 or Pt.adheSivefrom lie s the middle of the ibir raised overlay nx:56.2,_OngApril 9, .015
x
on the top piece and extending approxirnate;y 4-inch along the sides of the t,eadlao along a line % to 1-inch from 101t IUMDaiD AMID T7[P 3OP6 ter 7Nay 'On ° LOW ,etr'kw19i89 fkDlir +nvw.+u-es.org'
each side of the shingle', headiap. Immediately align and apply the overlying shingle, gently pressing tab skies Into ,--- >- , - r .r--1 ., . r . -, r....- EW rest Id , Ia;M 1f,AI I W. lAlhk rextr.r W 6s'. ,,1 the adhesive, aryl Install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 tar PL adfiesHe , RN i'Itil Gunwl (72(1. rnl Ra7.el Ia t, e1-" 4' ; '""'a __`_ i II°fkhunl4er PNRrk r Ate n-L '° 4I tich Kr,lx"el. �' f f i Independence r Evaluation
�� Approval Administrator
between Me shingle lavers. I i I - -- ---�_�11
r trt__q.7_a
x�exar''�Irw,,,A,*•,rvtentee,,",6tN o0a, Tin,, a m wSocN.SU1ie 9Q__ @ 1 ICc1 ion O nl epee enc ODBPR CDd and Standards�_� _ _ '° - - - : - .r r.. kl kF:; a 1940 North Monroe Street
t� r ale_ .. r rA�w ^� �__ rICC Evaluation Service, LLC Tallatfasscc, Nlnrida 32303�1759
-.ove
I.
t,i°,4 F„ LJ`--1 N e.o-'-ar,eAayrMr,loodat a.r4•t I - - -T_�
f (1; ICC Evaluat{on Service, Lt_C, does not have, nor does it intend to acquire Or Will Re. FL7&19-R7
Ryw 4s-3'awetersil".0441- ,.+,nb„a-.ru1_..D,rie,ra..yp1,• ;= r= 'N^", +v-earl dsorfee i21rr,a...r,rr..r.'hal-wr.aataclttea _ it acquire, a financial interest in any company manufacturing or distributing
r 1ert,rwoodiddillax-grailluorociPm .ta«an..!. _osor..a*_xkRl/iwrh.u4,.a rp.,.rr is ,aix,AooiI,"..sy,aEAd,od tanalrirak °i"'r°''" - -- products for WlliCll I?V81U21iOr1: aft3 issued ,wa,r,uyRias.. Leis re=a+.'. Dear F4txfiet Approval Administrator
00.9L t_ GP,larf,. a. rut nn4.a- - - A.W.n PI..,
w� I Apwll.:µ rAvxsrwWr.,e.ka''4s.h liMat
+etF fs 6.3:5.1 lop fir gage, option I. Accessdryfaryiattei eyr''a,RaRu. `_,i&# " (2) ICC Evaluation Service, LLG, is not owned, operated or controlled by any
1 have compared the regtnrements in the following codes to determine if the new edition
-EALTJ STY:,Ia�..Irrkaeg,.mr,na°-O,.,Lm company manufacturing or distributing products it evaluates. of these Codes has revisions that affect the manufacture ofconcrew roof tile:
6.3.4 PreNdentiai Shake^ Presdentlal Shake" W, Presldentlal Snake TI."'. _
SIBF TIOIE ;-rga(,, , ,1 - ktalke
Pork. M s"'And nape r..0.91kpm-on ,„A. six ,An r , xil ,Iw Millie. --r---T- - tl 3 h 1 i!,p & Ridge, option 2 Refer to instructions herein for cedar crest'". Cedar crest- IR or Sharegle Ridge h p 3ndl 3 ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest
Yon k. oral arwd.rd aoprA u. art aai61m ,oil N:1 I•n-pm,arl ( } 1. lf9t[llaatioaY/ Bafi/fQ Cage 2tJ09 edition to ttN- LarE[�alrliowa! Baai/dtaaiR ('oiF 2012
�,.da„aba,t .hari•denuar4"gi pl.g.,iz,-,-rl1,di,,# ..' � ridge shingles, in any company manufacturing of distributing prxiucts for which reports are edition
aA- te, l°rl s a, &MO m elk M li iaa(Fur veppricrt7 a .kr'' I h.3.7 Paawt'-: g 2. LRlernalkme/ Residential Cade 2009 edition to the lrrterrtat143na1 Recldentinl Cade 2012
�"'k DONflatl 'h^"rrt^onus e4ing eatao lardoemtlf<gsMgle°av e.k i IOW AMO STAlI0�Ag05W/i being issued -
test - � � � - � � •• `- -' '- _� stop A0F1
.� -.-_-- _-"`.`-- IwRII:R adk nor e4rry full s6lag7r 4lacated ss stoen hfdnw iFr Ki,Rulksud Fat gwdwb*,tso6yarDmtforcwyb,n edltlon.
d$,''Ta - --T- __--- _ 4,A , n 6d,� lips,(, R A ny,,,ma w a�7„ I,,,w; (4) IGC Evaluation Service, t LC, does not have, nor will acquire, a financial interest 3 1.7nridc BuUdi C ode, Building 2010 edition to the Florida B
r a i Tb m0 1 7 3 �7 n8 8 r4llding Cade, BuUding
r r - s i I• \ _.,yi _ _ - _.. _ tr n k f.in Ira apply r i1s awdr ry as -,".1h m4. in any other entity involved in the approval process of the pro duct 5`6 edition (2014).
r-
i.-I.O.- .
Pont type( sDa do W�Nd gadetr �- _ - _ _ �= CAUTICK I..-. -4 nxixla,__1 txa Lelia a"nFin I,. laid,.- 't. Florlde BullOng Code, Retridendal 2010 edition to the Florida BuAdhig Code,
Iae,j"ma..eA.aaweartue Tatiotrniaaa I'Fftrwas"atoollsol %1!°RryS F4: /B l6nrt'P-' ant" uf.w rdir ti n,akr `\;` ...V FM. rptm'i _-----q.".er�
+•e. oil.,oidr6.xobla" 5# aaRfter daasasiory hilogk., Ina "'x
Ia1•.,srA.a..aA.r..r�re..t■r.r9xa.a, _ i____;_r__
- �j Resldefidal5medition(2014).
tautREard19a Tp. �"i r. � J K r �- I l' I The result of this comparison is that there am no changes to the newer codes that affect talc
63A.1 Hip & Ridge, option I Presidential Accessory Note: For ASTM D3161 - Class F, use RASE S(orloiastic NP 1 aatwit t of Henkel PLO Polyurethane Roof & Flashing ( f-----i'- - - Inc-
1 yo,A ,,, fir-. manufacture of concrete roof tiles. The only revisions affect the installation requirements which
fetwilEIRI�I Ai Sealant in accordance with manufacturer's Instructions.
>� - � - have 1YD impact on the manufacture or quality of concrete roof tiles.
Presidential accessory xkldgln can be Oki for co1'rztng hips cad 6.3.5.2 Hip &Rage, Option 2: Cut Hatteras Shingles �"' Shehln MOinlBn, P.E. - President
,- 9' - Hip & Ridge: Refer to instructions herein for Cedar Crest", Cedar Crest- IS, Shadow Ridge'" or Sharlgle, Rlttge"' hap ICC Evaluation Service, LLC
ridges. Apply siargis up to the rider (eirpow no more than 7' from 230 min 'I and ridge ,h lgk5. Conclusion: FL7iW9-R6 is in con2pliBnce with the requirement-, of Flnnda Building Code,
Life boama edge of the °both.' Eaate'a each suceaDary, with two flls- Building 5i6 edition (2014) and the Florida BuUdL% Code, Residential 5`s edition (2014).
letters. The L'LSieners al be 15/4' long of longer, to they peraekaie ��:--
� � i'eW 7. LASEUNG:
dthet 5/4' into the deck or compleresy Lhough the deck. Prtsldi I '',7A Each unit shall bear a permanent label with the Tracifacturers name, logo, city, state and logo of tine Accredited- -- - J- _, - TR" ' ,eaeswrycomab trO ItlfkrmtsQas: AccesKxyprormced In --- •• --+ 80mro}; \`Quality As4tirancP Ageicy rioted herein.
BLrmLagbam,ALis12'a12';PorWad.ORpTodaca9''s' x 131A' L;ap r,Ap I' 1 ! Cap Asphart shmgk wrappers shall Indlcart compliance with one of the required classNicatbns detailed hit FBC Table SinCerefy,
icceaory. StdngNSALng"'a tit ',y S','',„Ill ,, nfl, I, 35073.7.E / R9U5.2.6.1.
l/ tt011 (� Pre"
M �°�
Note: For ASTD3161 - Clan F, use BASF Ylrwadhesivelestk NP adhesive e Henkel Pt- Polyurethane Roof &Flashing 6. Buttoned; REQM UEM6N1"x v
ylia-15-0 0oli FNettaYial" , b,iab aNa• alp. 1 s-, ). ,9Rpgaum V (x{x albru 4rps ene wipes As rams hail try 1 he 8,illdmg Officel Of Authority Having Jurful ttlort in order to property, evaluate the Installation of this product. .'I��.�p Sealant in accordance with manufacturer's Instructions. '
6 3 4.2 P.rp & Ridge, option 2' Referto instructions "weir for Cedar (test'", Cedar Crest- IR hl and ridge shi Ms Note'. For ASTM n3161 - Class F, uw BASF Sonolastic NP 1 aisher,ve or Henkel PI a Polyuletharse Roof & Flashing Crary W. %Yli L7a,,ywy
pSealant In accordance with mamlfacluref s Instructions. 9. MANUTACTUIU% PLANTS,: , • P. ' i r IT14-
Contact that reamed i]A crttRy foi infcnmetkon a, which plants produce products covered by i-lorlda Rule 63G10 3 CIA -' -
requirements. : . -'
10, QUAtt" ASSURANCE ENTRY: ..
UL LLC-QUA9625; (414) 248-G40R; karen.buchnunntP'us.ul.com . .
UTi : G,
- END of EVALUATION REPORT . C P Thomas )entrnett - &oral Roofing - 1832 South 515t Avenue PhCierilit; Ailigla"A 85043-W1
Exterior Research and OrxiUm LLC Evalswtlen Report 3512Aa.05-Id t-lu, R•wxch and 09+iyn, LLC cv.l-ii Roport 1512.01.05-R9 Gurrldr Ree.arch and beel`a, 11C f al.+tan aaFo, r 3512.C9,05 R4 It r454W R8 -
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Fe. WICM 9. 01/66/201S koaslon 9. 07/%1201S Rovttlan 9: 03/04s72023
P.O. 7 of 9 Pat. 8 of n Page 9 019
ESR-1847 I Ak)a14Nifeey Aaa.'� ate 7rustez! �_ Pea 2 of 10 ESR-1647 I DkA1f eH.*Iy AxxprexlrnI aTruaiz'd Pape 3 Ofi9 ESR-1 Bfr' ; lill WRk:ly ,40x2 (ed aid Trinfe.2 Paper 4 or 10 ESR-1947 I AAuf nA9xery AixlVW art& f tLAS of Pay of is
1 1 { t LL and Olen may be Instaged WIM mbd.ars Thal are rel'extn:e'd be destined k2 wpltAand Ole aetody'narnC wind LrW TABLE 1.- rILE DIN$ VsK7N s, WFIGNTS AND rAN11FAC TURING FACKATIES I ARf_e I--TOLEOWENS*NT, WF I.NtS ANo M"UFAr.I ~,, FACILITIES (C6•ifters ) TABLE I -TEE FACTOR! AND TILE FACTOR RATIOS
IIMES Evaluation Report ESR-1647*
fsslrDd hRy 2tH3'
This r19pOfo is StO/e,d W ranBlvafAbgllBf 7, 20f5.
,mc to r Wnt in a("Condaince fern Die Section ore F n a current ICC F_S 6vakaa9orll iep0fl fit 11SP Inc m lxxl ]estgrs
ioulvkj Ile ,"AtAlidti. Installation of him truly these, Currwk•nen: hx Iafi Wind Appra.alion.In Appendix B
mortar sel Sy%lelns Insist De In aceadance 14711E Die mortar Of the THOVI-42t.A instalule n mak,tral The ge11CfX
Thinufacnlrers ice -Ls evaluation leporl required aerodifnanxt upen mMamefa deterrollN In
!.4 VOld Resistance: accordance w'Nh Tarries :A ill It GO ,,I the TRVWSRe1l
.nUstaOai manual misl W multiplied talf the Ne facto
4AA Cedarllr 7 C,OdarOlt 600, aeaderra and medal raura III Table 2 to obtain the required ar.TOdynarcut uplift
700: in1[x11tw1t kx The Vexift rod tle berg Installed. The
4A-1.1 201Y 18C: IintaLglps of theou Nes is hmee- l to ea-9fal ,Ysudynernic IpW mome d to Ole roof fie
423-6b1T (ti82)fi99 pb''J A SuA:,1di81y 01 the ilNernN(R>/sA! ('rx1e1 (;c>ur7cd°
LgNIWI.koG-4,O.Orn ( (g00) I "
the prexnpfNe paiamieters of Table 1507 3.1 M ultrmie laSfeNflp system .Selected him Tat9e 7A of the
desiprh weld 5peetfs M&I d 130 mph (209 kWh) a less TR9 PIl'i I4 nrstaaakcn manual. Trust be equal to a
the r :xmxlyllan,k ispkn rroerni M1x
arNf mew, IarI Ill^,yhls to ('.Il ftvi (tr". 3 nQ sir [lust. greater thedoc
DIVISION: 07 0000--TRE'it AAL AND U(N 3TURE mullemest and piuwlll: a water stop- All rod bles are
� OpecMr. rob[ tNe [k.'In11 esStak'.If
As an aienmVvr, air mhknum '(,e-nc lr tharit (11A Trial) l boml
PROTECTION dl'slytied ankh anchor (legs except for the C4"lle and
wand boast or minimum "I,, irnctl-ttsck 4.5 FN 0asslikab is
Section: 07 32 14--CoasCnY. Roof 10" if'" a ptorie9. Mineral relbtnlcl cock" are ether applied
Oriented
to the exposed surface In a cehmn WkxA material of mixed
(11.9 mxm) ptina", a single corrofulpo re,t7lad, When Installed In accordance with 4115 tribal the Elora
REPORT HOLDER'. YiN,praily wOh foe the nit to ptollKe a Orougr"Obred
txsgelle4d woofs suety. an the cenaei faster" IKolp riary fror p cone le moor tits are t:V= A Toor coverkrgs In
palt[t-
used In I of file two isms r hx mod _� of
� KRl e`Q•Iti� �'"` xcadrlce wits Ili(: SeclNal 15052 and IRC section
§ORAL ROOFING A8 roof Wes are cued to reach requ°ed strength before
3.12 and am The screw must be of suf ickM iergN to R902.1. ill~ rod lies are Reamed with 8 root He
-ore 0neoyith Ore fleck a mnmurn of r, m',h
7578 RMIE CENTER DRIVE, SUITE 100 Of this orb RoofUlestalled
WrAM,. CAUFORNM MIS da°II Product 11lided In
penes
(19.1 rnrll). The hugkJN9tl screw must n;oPi :n sNvik 0.1-1t kkl'iiatkxl must De In acCordarce vM
H._NDI
widifflits1-
Tat ! 1
are n Table' 1 d tlek repixt Roof toe
(lam) 7
diameter d 0.138 Inch .S Lilo and a fmad diameter 0f
)
rated Ft
profiles are 45tfaiBe n Fa71re 1
pr lies are
6,0 CONDITH)NS OF U8E
0 328 kith (B 3 mm). 0
32 toncTttl9 Reed TOM:
'fie Ili iitay he Installed wait btdttens- BatlrFa knstalkxt The borai RaAreq extruded toxic relit Tieit tics dC5Cf9)ed n
Spareflil -S- cud files are ednllmf cmkl,•Ie RNA Ilk, Ina[
must tie nomrtaltf 1 Arxh-tyy 3 Inch wood Each Lae- mal this repot cargry ,eh, a are •w0.3hie a ilemaltot:a u, 1Ar1.A
EVALUTION T. Cc" will ASTM C1492 Toe rod lie IS marnrtatitl n
he fastened to Me batten with a sn* conosson-rewAad. Is specified i1. those codes halyd In :secllon 1 0 or Ills
Tile sane mama AS the rod all described in Section 3.1.
bil"efead Wood screw n tot Centel trSte lest Isle- The report, subleci to 11e bWwirtp concMxre
, except tie n rxxi astykx kig Is roar Me designllad
CON(xtErE ROOF TILE 3: ATLANTIS, BARCELONA 900t th
screw mat penetrate the ba[teln a minimum of 'I, rtctl 6.1 The roc r D1esi rest tie installed n arcdUance with this
BARCE-LONA4MPACT, CAPRl. CEDARLITE I wgnxd anchor igs- Tile pr0di de-,gnaOM, tfrrierssiots
(19.1 rim) but must not ptnetrafe the underlaynx nl the a1. t1e applicable code and [he wSRCA
Cr,DARLITE p0, CLASSIC 100. ESPANA 1 SAMNLi7NA• and estatied dry ltelpnt are Indicated n Table 1. See
by edged 91e ilk b aligned skip Vie top d Cie [[Kier, bet
mi- in between Ore
nlanrtall. In case d a
ESPANA NO. 1100E STEAD SHAKE, HOMESTEAD - • 1 hx an d bore the Flglxt. ld9ttai0d
Installation report this
4.4.1E 2012 IRC and 20091BC and IRC' ktsfabnOm M Irsta9atxin rrku.lal orb this mport., this repot mxd
SLATE, &W)MtA, 9UIDERA Too. I.SStdf 3 1 4.0 INSTAL-LATION
RTIYA, NY, 9AXONY 6'09, -AXON.,
BAR700.
Itx-se hkn es IrnAM la tthe ple vlk Ne pafamseh:is aI TaW rtr.lre,n
SA ONNA,
X011if 4.1 Glarnecal
70D, S,LATF_-SHAKE,
150/.3-7 d the (Etc, anal ltwtkRl R906 3.7 d tie IRC, as 6.2 line roof dice orlg and roof framing system must be
TR -SK-ITSAXOKY-1HA78,
ity-COUNTRY
SAXONYLOUNTRT' SLATE, SAXCnNY-SPLIT 3fiAKE, IrrstAl.ben ,,T it.' Hira l Pu ring and tiles nits[ Ix, u,
appNcahA6, ke tosk w9NT !4~s (a -second gust} d gMlIjil 0 nor the[ 3;4NflprLT[e loins delefnrrilM n
PACT SAXONY 90P
SAXONY SPLIT f1/1 SAXI]IiY i'a T TE, n rtIc concrete are Rod TIL accordance wit �f
100 mph (161 IONh) or less aril mean nod hel" of accordance with fie itiptk athk' coAe
60 T9ef (18 288 mmll it Its kx 6ee 914: aNl 40 feet
RlACT, SPAMSH -3•', S►,klRill '3- MllEVO, TE,IAS Installation ktarllal fro Ma7eraee C4ba•Ne dated
QS The Bind ROdK,g concrete coo[ IYWs ore od2ced d
(12 192 mm) a less its Inc, IRc'
EsPlA ll VANQUAR0 ROLL, iii VILLA a00. VILLA Math ?010 rxsdrsrntd try 11nC Tile Rd0(ng Institute
the nsanuhrchrky karlNkw Spxx lResf in Table 1 urldtN
50o AND VILLA 9W4MFACT and Western tilnh:s Roli all contractors Aixx:ulka,
See. Section 4 4 1 1 kx rasknrq (If 4W,aff" wNh single a qually control tkotif and wth In' I°y' ICC LS-
(bere"rI ir"rcu 10 as the TRIMSRCA kesl LAM
sclmw n 1R11 of two nine, hr nxor %s pr & 3-12 and cover
gA EVIDENCE an
1.0 EVALUATION SCOPE maRalff aril recognized in �,5R-20I 1. Cicero as
Also, see set "4 4.1 1 kx Isle nStaOatmn 00 DOtlens.
e with like, epta°°c
- with ttee ICir£S Acceptance CrhlEa Data n acd
Cot°•pl°a°°u wiBl no Wa+rq codes: OthetrvC3e naiad In Ithk repot. In cage d a cdAlicl txiw7^nit
4.42 All OOet Tips E2tsept CadarNle ! Cedaltle iDO, (lontCr
Fitt t:tay arid l:txKriir RnA Tots (A(:I80), deed February
• the W5taU on manual AM U115 nepon, Ili ,1-"DOIt gmNsm.
■ 20t2 are 2f10'9 ,vrerrnafkorkad OifNdYx) [lod6 (NX;)
Itadeca and Madera 700: 2012
Thor report and The. TTRVWSR(CA k5taUnDn manual must
N 2012 and 20M Lat9n adsonar Resldenfna7 Coder (IRC) be avalahle at It., pl*ulr at aft times ductV kestallatKin
4A_L1 2012 IBC.: Fir climate rieskln three Speeds (V,,.) 7.0 IDEP T1F-ICATION
a Otter Codes (See Section 8.D) The rod hies rust be it stak"d an a nlnimalm r00r slope or
7'I2'12 Care be taken dial" W
of 130 niph (209 0001) to k`•.s WO rnean Tad Wights of
60 feet (183 m) a loss, ties must be Err UNd n The urbersbe d each W tile, except kit C.edarWe I
(20-83%). mull
P°0Pe°iw'+waluaeW: Installation b e5d dial fxn Ards are kelp rot- tW
accordance with the pescrltal plratti lefS 4 TAW CedwW 6e0Q Madera. 700 and hh3Aefa Hies, n Imix-ned
■ Fre: cknVer aliol l0 1t! e9VC end vertkal lcikms are at Tight ari�r-S b the
eary vertical s, are
15073.7 of the IBC:. For af,lilkadrxns tiey'usldl These iVtil', M L"btliCilJPeUle Of tRRaf Itunitva ki{Ko it lDlsm 11 p
the name MmNer.10TA h, Rorat Horal I 111,11b or Vruf r
■ Weattnel m,vs49n ce earre in onler to ensure Uniform contact bebaceen Vie ties
prescriptive pxamctim. the Dk-5 and me tit34eding
systems must be destined in accordance wlln Figure 1 of CedBafte I Ce'#aate 600, Madera tiles
d m aFil
and proper R and appearance Ad cracked and MOW9 roof
to View law lesWance IeL•S Trust be replaced
s701ide of
FCR-2nT5P Deso Cons10e1ffib05 Ion I00 IMrb amixyrrie6 �
2-0 USES
Applications Under the 201 E lee arid IRC: (A`SO.'1: r 10). Stllppallet m prig ist tow' a na'.I bcanni Ire Ilaal eg Roky
1.2 Ad="v 1[M WfSftms:
The bdral clool concrete root all Instilled Over solid The Elam R rod ties may be a1fU6E'd *Or rod Ile
orXig
mane; fhe tie de,50 lion, marmtart i-op Wa0en and
xLx1l =2 IRC: For bask wtrKl speeds (3. Sr -Co l fiust) address', color-. SAP number ¢faddy cif lies per pikers.
are used as Class A Lod c s n
shraffl1e19 vv ing aAeSha' that ore racognfzed n a current K.C-ES
d 10D mpri (161 IorVh) a less and mean nwf Ix•yNs of Ban date, ts[a1Y•d
VUdUC weighl and Ilk: evalualm repo"
accaxfiarxe sAMh !Se:etan 15(Xi 2 of fise IIX: aced Section evakWkx, repot fo Rae In rixnrrrfe «ailing lie
40 fees 42 192 mm d (E53,. 19e5 mN!!ii Cx' Imlakd n
( ) numtk.Y I SH 1641)
R902.I OFIM IRC. appiscalsoss YnteOilbn d hies us" miese aslesn,e set
R9(6accor7 vittrh the For act parameters d :iCC11Un
R9LkS 3 7 (f tie IRt:, For dpplkaTiou beyond thhese 30 OTHER CODES
3.0 DESCRIPTION systems mat be in alYOfdarste voin One adhesive
pees" ea6r( parameters, fine clans and The Tastensiv if, a(katxiat to Ilk- cocles referenced 11 Sedeon 1 0, the
3,1 tll0tdorYirtB CORttefe Roof TtMs: lTIMXAd'Y lds4i s ICC-FS evaltalon r 4"1
y "erns ir.isl hr drayxxt in accordance with Figure 1 d prnd,e[L4 R) D15 IeteDrl Al eyaklileal ra [/rf419a1[e vs+7n
Thew roof 011- Are exirlded Interlock COrectrie root tdes 4.3 NWW art systerM:
€.SR 201 P, Owsigl considerations for High Wncl ft requirements of trw k)W^vI lg (ocle3
that comply wait ASTM C1492 and having nledocicM IRS, Fxcepi W the Villa Goo Ramelab GOD. Saxony son,
Applications Under One RH21RC Red IRC IASCt 7-10). ■ 20061rm--maboran, fkaA3rrg 1--v" I'Ini I
on the br odnal et7ges of the toes in restart lateral Cedalincla-fKk3Re 60o and Madera Olen, Me Hcral Rfx*V
4AJ. 21 2009 IBC and IRC: Far Dalsk weal :P4,0,
i ZfanSl BMrmwnuual Re,6:dryYfal'C,extei (IBL")
(3-secorid glast) d 1tX) mph (161 kmVtl) or Ill and mean
'Rev~ Apoll M4
old IMkllt9 of 60 Stet (18 238 mmp or less,, for the IRC or The Baat Roorrrg concrete rod dk-s Installed over
._
40 keel (17 19'2 min) or less for the IRC. ties Insli tie toad n ;hare[[ sheathing are considered Class A In
Tl^ SIGMA710N
INs1Ar II nnHY
IY.fuil;ips'll
uUalrusinNS'(r.)
1ANtrFAC1UR-IY"/
------_1
LEI4GH
W1011
a
10.
95
tall.
Is'/.
17
Wit
loll.
13
r"'pl-
11-l- j
Lake wales y
-.-.
Alleri -Ili
Hart ewna IM
aat.M-90o
17
13
LA-W
Barcelona - impact
----!_t----
10�1
16'7,
13
- Katy
Caen
101
r/
_-1 e,
-- - -
Lase W2aes
c.d. im I (A,Oallhh GM5.9
1311, ._
--__
-.-`_GDIN
L"'N I Liam Won.
90
17
-'1 r,
Henoww•xi
Espana l Oar.e aria
17
1211,
LAM *hlkw
FOPere ( Benefit-
--.9-5
40
A
17
12'11 s
LA top
Espara I Barcelona
90
17
1211,
Rlaalo
Espana Poll f BattWma tA10
S"
17
1ST'(.
Suit.
saxon, 900F1allkrd Sp*
4 I
_
._ I
la
skicill.
MAO"
95
1311,
13
1 OaoY
Lt.MM Me
I
11",
13 �_-
Clam .`--
_ -- linxie '
kadatn, 61 Barcelona
1c.3
15'1,
13
5.a V kl0 !;cA0 d rco1cis Tleakh
Saxony "'"W "I.AD
9.8
17
13
Six Klun
in_3
161f,
13
It*
saaarry - Country Shine
10 1
17
1211.
Rsaao
Saxary - Cway SIM.
70.3
1611,
13
KATY
Saxony - Country 84aa
101
17
I A
Fiat)
Saony- Country split shake
10.3
Ie-;,
13
Katy
Saxony, - rrgtah rhach
1(13
lit'!,
13
Katy
Saxony Erkill h Thoth
10.3
17
/2%
-_ _
_
R_4W ____-
Smeary Lrlgnsh Ihavch
101
17
1211.
Lake Won
sationy Shay
10.3
16'7i
1J
Kati
Saxony Snake
9.5
loll,
13
r'hoenhr
saxDlly 'Aallo
10.3
11
1211,
RUft
_ _ -,
Saxony, - shaU
10.4
17
_ 1211.
--- LekO WaLM
seioiry shake
O 8
I7
13
Denver'
Saxony WO - Shake
91
1 /
13
Laa)rtip
dlaxaiy WO - Snake
ski
17
13
Wow-
saxorry - spte
9-5
161fi
13
Ph6enG
,-
Saxony.. SI&S
10.3
18,1e
13
Kelly
-
aucry' State
T03
17
1211.-
Rriat
-,-_
Yaxony - Slat.
10. t
11
1211,
Uket W.IN
_
irry We Surt.
9.1
17
13
I afenr
Saxony wit slate
9I
1/
/3
swckbn
StrAMW 900 - Country 41a1P.
-
- -_9 1
17
13
SIM kton
Saxiorry slab
_�. 96-
I If
13
U
Max" oCourtier,Courtier,spin
96
17'0--Courtier,
I -I
C. nrm
S.x.,y Soo cut En9knh Thakh
96
I
I
LNN,- _-
- rwxamf :TPtl :Ma.M
103
11
_ 1711
IGaftri-----
9axorly - sp14 slull
104
17
t2%
I Lake W31ea
salary - F7PN StO,le
Ina
if
1714
1 R-.A D
1 a.1 Df SKiNA11f7I1
Wa2ALLFU URY
yrElGttT' ln0
fharfNW1N5'lia.l
--
ANAT1INre FACN.ITY
YUli:1R
LEtrG1R
W1UfR
. _. -. FIYNfry 9dl 31aw
1:axnny,(W " -IC
10 4
1 7
1 !
z a
w'aWi
'Fake ----
5.7
,7
_
13
w Sbcklr,
,3exunt Wo - slate
5 7
I
13
slockbn
SUOnY 6IT Sr" saMxe
5.1,
1 /
13
skicklrn
- R."'. f00 ;halo
7.2
11
-�11 -
---�- sfocokrl
9arar'y 100-31"
7.2
17
13
ykKklcrn
Saxary It50 -Spa Silakc
!.2
T(
13
Saakttin
eaxply 70)-$Mkt
Tr
11
13
Matta
Baary 7D0 Slate
7 1
17
13
Rieth,
- 9n.aN rK. ;rm hahe_ -.
7 I .-_
17
13
RWRo
^T sawny WO Iwm
of
17
13
Henderson
:iaxrNN Wr0-::eta
9 1
17
113Haidrraae
O;Why 4e saxcl 1100 i9U
II
�
IT
13
Hone w,
SanorrY Rl bhxse
9.5
17
13
lake wafts
Saxrn'y Rod 71.1e
9 !,
17
13
Lake Ifli
Saxony 900-Slat Shake
9.5
17
I
lab Waie.
3aza rr CCAawY 0ialle
r 900 -
4.5
t l
I. n
.__10'�. -._
W
_ alas
_
_-. __. Porlpeho
-
spaNxn -S'
05
_
19 -
Tops fcceful earcekna
go
t61h
13
Rate
V:kNi,w'.J HOt
84
tali,
13
Pe,llpikxA
�_
�-_. saa
_
96
,.(11/r
13
Pr*"
I1-- ivy 900
no
17
T3
Ria Oo
I .- so
n110 ^-
go
Iir
11
Derwar
I_,
Mlle BW
58
17
Y13
-
�._ Hkaa°
____
vote lig•
e a
--- I ---
13
stacNon
Vila 0,10
93 v
17
13
smtklen
vlka
go
tolls
13
Katy
Witt, 900
9 2
11
13
Lake Wad ^
Sit 5' r4u0v0 --
9.9
17
9°7r
Lake Wane
la-- Lusty floo
59
1/
73
NWe
Saxony 90D
93
17
13
Rla[O
^taro y - I ill
105
_
tti A
-
13
KAY
voliml
1p5
1f
11
ibrever
rr------��-----��S-ue,_t
9 raxtNnll WO - Impx1
104 -
17
13
aNcktDll
VYr'1'a1 Impact
101
_
If
13
0-
Claim too
II!,
teX
13
TW.WM
exanoiaed - Share
9,4
_
161A
13 -
Tatars
,k,nKai Sia10
98
le`/.
13
laconv,-
PIMS
etG(d" "Ill""',a.-
9.3
it)s
_ 10/i
16xi
1 13
13
faccoul
latnrn:e--�
_ - ----- -
saxom si
101, _.
Rl'.'s
13
Iaeare
Saxony Gcxun%y :A,.b.
to 5
IOA
13
Tacoma
satuny-npN'sn'"
to
_ 1614
i3
1xan:r
siianY-SOR StAI
105
18-A
13
Tacrxm
visit
g.0
I 16'A
11 -
_4 - Tacraml 771
n E DF SI;NArRIM
TitF FACTION
M)
TO FACTOR RAM'
cw
1 407
(Be" Tall Fatter)
1 0010
leefi0n s 1 Baesione
sealant''
SOOT ON FApbn Than
Va,puao Ras
"Ille
Classic. /o
Hanalud - Stock.
Hottentot! - sir
Roma
secony - krFart
ADa4b Sri.! Addis TO xhired
1 013
0. ric
4poi nph -8'
1 255
ONO
Spanish -s- sum
1.144
0.813
Esparta liBarteivn
1.525
1 064
Espana 600 E D-booa 600
ban eke•.a ,p(l
19-ixna Inr-, `-
sap,ny ado ____
Selianny 700
Saxary 900
Sammy 900 Hartford suite
SoccarY 900 WR Old EriyiSn Thatch
Vasa Butt
Vea 900
VYIa900- Impact
Saxony, WO- hapact
Fat WIDE nft = ib lacbr! BMe S8 faCtN or 1.407 Rs Sail SKOM 4 4.2 a M Mportate Appatdbr B ui tot TRVA"SRCA,mWMLatas
manual ID, add[ oral d.p4.
is-O y kKkA'rue Ibam rq Paidne-- Saaoq, _, shake. Stan %M anella. SPS Sate, C ")r Shute, CUMy, Spa, Country SON Shake.
biDl.h ITeath and spot Old bvk.h Tleaieh.
rL'laGice x.e.. a-r M,,i,i,iiir,liia_ -��-r..,W �ek..r..-_ee_*_it_..4--tin 6.--
�
Installed n accordance *011 Ilk, JAI-iroplhM patalllPlels CAaeclxaearce ill 9ne e:xt rplen In fill, rtn::i TTIOn InUn I
Fa RI: f Inch-25,4 mn. 1 DOE- 4,86AyaR',
F. L' I .Ieh = 11,4,ten, t es - 4 Mk11Mti .
aAetyn,.x.irk'.4ti .ro,.w.. it.r.,.r�.t. .e .. A .Ik.,.+..,9 krxce-A-0 3-iw tc ep. -Mr4 r
A.,,q.,c-.-__.A.--.lie to �
Table 1507.3.7 or if* IBC or Section k9Utr t / of tfw IRC, and 2006 IRC Section R9U2 1 All other condition d
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Date: 4/13/15 Date: 4/13111 Date: 4/13/15 FLN. Fl. 5219.3 R3
Report No.: IS-23S.SRVP-S-S6W-ER Report No.: 1513S-SFtVP-5-S6W-ER 15-13111-SR1110-S-SM-Elt Date: 4/13/15
CBLJCK Enrigirwerhng Page 2of`8 Page 3 of 8 Page 4 of 8
CBUCK EngineerifirviQ BUCK E=nq1rx=Pr1nq CE3LJCK EngIneaering Report "o.: CEUCK lEngirwicarIng Report No.: 1S-13&-SRVP-S-S6Wn
N CRUCK Inc. cffw"w ~sorkatim ow" N CSUCK, Inc. Certificore of Authao� #80" \C MCk Inc. Certifi, ate 4Authu,0zwwY. #8064 N CBU(k Inc. Cert*are of Authorization 08064 N Page 501`8
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SMiagailige I MM 42"W 100 4W4M A S"fisty of No k*makkW Code Counicila Manufacturer: TAMCO Performance Standairds: The product described herein has demonstrated compliance with: Componentsylviaterials Ridge Vent; Standard Off Ridge Vent
"Standard Off Ridge Vent with Permanent Baffle for Shingles" TAS-100JA)9S - Wind and Wind Driven Rain Resistance andlor in,reased (by Manufacturer): with Permanent Saft for ShIngilla
DMMW Iff 00 41�--IMWUML AND MSIUM PROTEDIM Metal Roof Assembly Wi'ndspeed Reiistorice of SQffif Ventilation Strip and Continuous or Thickness: Steel Installation: Inalliallathort Medal
* of U Is -comma ftw lus Product Name: 'Standard Off Ridge Vent with Permanent Baffle for Shlingles" Intermittent Ventilotion System)nstolled at the Ridge Area. Yield Strength: 26 gauge (min.) (Refer to drawingi; at the end of this report.)
lowv"HOLDW Manufacturer: Product Category: Roofing Code Compliance: The product described herein has demonstrated compliance with Florida Building Corrosion Resistance: 50 ksi min. . Prepare deck opening by trimming any shingles & nails that may interfere
In compliance with F8C Section 1507.4.1
@OPAL ROOFING Thompson Architectural Metals Company (TAMCO) Code Sth Edition (2014), Section 1709 2. ASTM A792 coated, or with ridge vent installation.
Me brivalliff C=ff= MWK WAM 10 : ASTM A653G90 galvanized steel . Apply roof cement to the underside, back and side flanges of the ridge vent.
NrMK CALNUMA �g SOIS E. Hillsborough Avenue Product Sub-CategorV Roofing Accessories that are an Integral part of the Roof System Evaluation Report This product evaluation is limited to compliance with the structural requirements Cement should be a 1/4' thick and extend 2' onto roof underhyment.
pit" M4M Dimensions: (Install cement in compliance with manufactursar's Installation guidelines.)
MOLNEMB� Tampa, FL 33605 Scope: of the Floridla Building Code, as related to the scope section to Florida Product 24'
&KfiommsoLm (8W) 248-3456 Compliance Marifirod: State Product Approval Rule 61G2D-3.005 (2) (b) Approval Rule 61G20-3.001. Width: . Position vent flange beneath loosened shingles and align with deck opening.
Hftht: 4 1/4- . Attach vent top and side flanges to deck with rwills spaced a" iiic. and 1-in'
EVALLAAIM VJBJ@Cr for Unnitations; and ii, Scooe of 'Limitations and Conditions of Use' for this evaluation: Lengths: Various: 4', 6', 8, or 1(Y (nominal) from each end.
i ROOF TLE& AILMIM WJMMANA OW SARCELOK%-4MPACT. OWK OMMM IONDMWN OW Florida Product Approval Product/Systern 'Standard Off Ridge Vent with Permanent Baffle for Shingles' Conditions of Use: This evaluation report for 'Optional Statewide Approval" contains technical . After fastening flange to deck, nail and adbere loosened shingles with flashing
CIA$= IM @NANA I @AMCMLCKO. NEYM Ok �STWW SHMM NOWSTRAD4LAlM Magah. De4crIption: Steel roof ridge vent for shingle roofs mechanically attached to Plywood Deck. documentation, specifications and installation niethod(s) which include Permanent Baffle: cemerst. Apply flashing cement to exposed nall heads and wherever Range
EIADEISS, 78g, � 9 1 MARCISLOSIA. Polak UKOW SMW OW SAXONY 7M &4=W Oft WMW # FL 5219.3 R3
smAmL saimater--awn, iAzow-*OUMTW SAM &VWW41PUT IHAMR, SAXOKV-SPUT SIAT11. "=W 'Limitations and Conditions of Use' throughout the report in accordaoi:e Thickness: Steel edges meet shingles.
WWW� LAXDW 8104MPWr. SPANISH 111r. MPAMM 'Or NUWM WJAS MBPAIK VANGUARD ROLL. VRAA. Florida Building Code Sth Edition (2014) Product Assembly as Refer to Page 4 of this report for product assembly com pone nts/materials & with Rule 61G2G-3.005. Per Rule 6IG20-3.004, the Florida Building Yield Strength: 26 gauge (min.)
VLLA Gas. VLLA M AM VLLA 904MPACT Method: 2-8 Evaluated: standards: Commission is the authority to approve products under "Optional Statew:dr Corrosion Resistance: 50 ksl min. Install the 'Standard Off Ridge Vent with Permanent Baffle for Shingles' assembly
1A WVALLAAIM SCOPE Approval". In compliance with FRC Section 1507.4,3: in compliance with this Installation method Nsted in this report and applicable
oow*mmowmswl.l. - Chase: Category: Roofing 1. Ridge Vent with Permanent Baffle ii Option for application outside 'Limitations and Conditions of Use' . ASTMA792coated, or code sections of FBC Sth Edition (2014) � The installation method described
u2MOfb &Akft0a*-&Aft Sub - Categor�: Roofing Accessories that are an Integral 2. Fasteners Rule 6IG20-3.005(l)(e) allows engineering analysis for 'project specific . ASTM A653G90 galvanized steel herein is In accordance with the scope of this evaluation report. Refer to
a 2MO Fkdft Building 000-ANWNM Part of the Roof Sillstern 3. Roof Adhesive approval by the local authorities having jurisdiction in accordance witt. the Dimensions: manufacturer's installation Instructions as a supplemental guide for attachment.
Is "No wmdmome alternate methods and materials authorized In the Code'. Any modification Wickh: 6-2/2'
I'Ve CkINWAMM Produd: *Standard Off Ridge Vent Support: Type: of the product as evaluated in this report and approved by the Florida Hiooght: 4'
woom , with Permanent Baffle' Wood Deck Building Commission is outside the scope of this evaluation and will be the Lengths: Various: 4', 6', 8', or 11Y (nominal) Referenced Data: 1. TAS 100(A)-95 Test
Vem tipall . - - Material: Steel (Design of sk pport and its attachment to support framing Is outside the scope of responsibility of others. PRI Asphalt Tech nollogles, Inc. (FBC Organization NTST 10: 1556)
1A PURPOSE OF ING SUPPLANEWT Support: Wood Deck this evaluation.) - This product shall not be installed on roof rnean heights greater than 33 feet. Fastener: Report # LVrl-W7-02-01, Date: 7/14/05
This Eipplaussur Ishissid Its Made OW ft Cocaft RWTftsftKi2W in the meow repoill E5111-16,417 co pbwMft * This product shall not be installed on roof slopes less than 4:11. Purpose: Ridge Vent to Deck 2. Quality Assurance
2010 Flows Buiding, CK*-&ASV and So 2010 PWM A I I - Cato-ftoOnW. Om dwON ON MoMM In Descirlptlain: o Refer to applicable building code for ventilation requirements. Type: Annular Ring Shank Roofing Nails By Keystone Certlifications, Inc. (QUA ID: 1824)
accordance war are OMW 6Y@kffi§M WPM 1 1 this addOWN candOw The WO PAN" wooden concrete mot fts PreW by: . 15/32' (min.) or greater plywood, * Design of support system is outside the scope of this report. Size : Thompson Architectural Metals Company Licensee S, 260
nod be immad in accordmicip velt On iocomnwvMm of to FRWFFII GYM bmwom kwKw. 11 gauge x 1-1/4"
Line of in concrete red She described In On man* wiskalm MW for COWAnm vft *in Hillis NAWCRY Hw*om James L Buckner, P.E., S.E.C.B. * or Wood plank (min. specific gravity of 0.42) e Fire Classification is outside the scope of Rule 6IG20-3, and is therefore not Corrosion Resistance: Per FBC Section 1506.5 3. Certification of Independence
Zaire p of so 2010 Particle Buldg Code-&&%*V. NO Or 2010 Flodift Bolm@W Cod#-iboi*Wd him net town Florida Professional Engineer # 31242 .............. included in this evaluation. Standard: Per ASTIM F 1667 By James L. Buckner, P.E. @ CBUCK Engineering
I Slope: 4:12 or greater
Florida Evaluation ANEID: 1916 * This evaluation report does not evaluate the use of this product for use In the
Forpo*Kb�WwowFim RW95-7Z 01, & MdftmpodtwkWsqwftamwmepma�baudftdbya Project Manager: Diana Galloway No 31242 High Velocity Hurricane Zone code section. (Dade & Broward Counties) (FBC Organization 0 ANE 1916)
quality mwromo entity approved by a* Foods Busming Cmwmmion am am Min of Instructions; thing conducted Is te
"am it of am approved voldOm army (or so code official wins the report Indoor am am Mona an approval by Report No. 15-138-SRVP-S-S6W-ER
go cmvmow* lu Roof Adhesive:
(Reviser J 1 -22 7-SRVP-S-S6W-Ek Ilia Ft 5219.4 RI) 0 Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in Product Name: Heavy Bodied Flashing Cement
*I= OF
Thin shippermost onalcusidaily with In report removed J* 2f)13. reviond April 2014 ,tchdap, NX
Date: 4 / 13 / 15 accordance with the Florida Building Code and Rule 6IG20-3.0005 (3) for
Manufactured By: TAMKO Roofing Products
....... manufacturing under a quality assurance program audited by an approved quality
`14 11DNAV�,,�" Type: As bestois-free asphalt based roof cement
Contents: '1111111110 assurance entity through Keystone Certifications, Inc. (FBC Organization Is: QUA with SBS rubber
Evaluation Report Pages I - 8 1824). Application Size: 1/4- thick minimum
-ftub" Atoll 31144 Standard: Per ASTM D 4586, Type I
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Lite -v-- apbA - CRUCK, Int.
13N N. 10111hon Drive, Sulte 4, West Palm Beach, Florlds 33403 2015.04.27 09.58:14 -04'00'
Phone: (561)491-9927 Far. (561)491-gM VJebsft.www.cbuddncj*l
FL#, FL S219.3 R3 Fl. S: FL 5219.3 R3
Date: 4/13/15 Date: 4/13/15
CBLJCK r=ngirwacoring Report No.: IS-139-SRvP-S-S6WER CBLJCK EnQ1r*%Pr1nQ Report No.: IS 136 SAWS-56IN-Ell
Page 6 of 9 Page 7 of 8
CouCk inc. Cert#kute atAuthodixtion NOW COUCK Inc. Coriff4we clAudioNrockn #SOC4 M14MI-DADEVOUNTV Roomt; CowoNFNT APPROVAL APPROVED APPLYcATlioNs DETA& DRAwiliiii;s 0
SpenclatU Wn=hXcal GrIONWIllarM - =Idm writir-"Xdw &I N;* Egin" PRODUCT CONTROL SECTION Cattgory: Roofing
DEPARTMENT OF REGULATORY AND ECONO-MIC RESOORC ES tRER) I ISO$ SW 26 Smat. kmri MS Sub -Category: Ventilation Tritilieseme: RVIO Aluminum Ridge Vent
BOARD AND CODE ADMNISTRATION'DWISION Wann. Ftoride.;3175.2474 0
1 (736) 3154590 F (796) 315-23" material: Alufalinurn System Type: Mechanical attachnicut of ridge system over asphalt composition shingles. 5-3/41'
NOTICE OF ACCEPTANCE (NOA) . . . . . . . . 21ISSmiaml Minimum Slope: 2:12
Installation Method Itleirlilla MeW Products Inc. TRADE NAhm OF PRoDucTs MANUFACTI-RED OR LABELED EIV APPLICANT Culooll: Tniss Constniction: Cut shall be T'wide, and length shall be 12- (plus overhang length)
TAMCO installation Method P.O. Box 6310 shorlei on Niih sides of gable end or hips.
Jacksionvillile, FIL 32236-6310 Product Dineusle" Test Product
"Standard Off Ridge Vent with Permanent Baffle for Shingles' TAII SmIllication Pacriptign Ridge Pole Construction: Cut shall I Iw ide, and length shall be 12" (plus ova -hang C_
"Standard Off Ridge Vent with ftrmanent Baffle for Shingles" SCOPE: RVIO Aluminum Ridge 7-%" x 10'4' TAS 100(A) Ridge ventilation sy.Acin iejigth) shorter tin both sides of gable end or hipec L U)
This NOA is being issuml under the applicable rules and regulations governing the use of construction materials. The Vent 111.4iialtatiou: Install end plug on the end ofthe vent wAed with 100% sificone wallant. RVIO
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
Altuninum Ridge Vent shall be 4" longer than ventilation slot as to provide a base forthe 7-5/811
used in Miami Dade County and othei areas where allowed by the Authority Having Jurisdiction (AIIJ). MANILIFAcruiitwi; LOCATION end plug. ICU
She Length "Ot This NOA shall not he valid otter the expiration date stated below. The Miami-Daide Count), Product Control Section 1. Jacksonville, FL. >
(In Miami Dade County) and/or the AID (in areas ad= flum Miami Dade County) reserve die right to have this Apply 1/4" wide bead of I 009/o silicone sealant caulk to the bottom flange of the RV 10 RVIO A1,111mmum RIDGE VENT
4' 46.2S* 9.51 Aluminum Ridge Vent sections close to where Toofbole will be after vent is installed. 0
product or material tested for quality assurance purposes. Ifthis product or material fails to perform in die accepted EV11DENCE SUBM"TED
6' 70.25' ILS" manner, the manufacturer will incur the expense ofrsuch testing and the A H) may immediately revoke, modify, or Align end of first section on the cad marks and Zhe bottom of the natiling flange on the
8. 94.25' 8.5" suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. Tcat Agen"Ildrutifitir Nourt Report 211k chalk line (4" down oii both side of the ridge peak.) Nail the RVIO Almninurn Ridge
IV 10 218,2S' 8.5" if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the Center for Applied Engineering, Inc. M I S 2574114a 'I AS I OO(A) September, 1995 Vent in place using IV,' aluminum ring shank roofing nails 6" o.c., with ON first nail END OF THIS ACCEPTANCE
2-Wr requirements ofthe appticable building code. P/3" to 2" form the vent end. All nail hisiods and ventsection joints shall be sealed with
cbwqmdng This product is approved as described herein, and has been designed to comply with the Florida Building Code PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS ItX)tA) 02! 12/08 1 0(r/. %il icone seallant. <
including the High Velocity Hurricane Zone of the Florida Building Code. Install I'lotida Metal Products, Inc. High Wind Strop ovei each end of ridge vent, all -6-0
DESCRBMON: RV 10 Aluminum RWIV Vent c4minection, between soctiolim and at a muimurn of`3 ft. intervals over the remainder of 0
LA-BFLING: Each unit shall bear a permanent laW with the manufacturers name or logo, city, state and following the vent using four I - I V, " aluminum ring shank rocifing nails per CU
lvpkw ir O.C. Mov statement: "Miami -Dade County Product Control ApprovW, unless cithelwise noted herein. Ridge Shingle- \onc
Nandi C 6. F. or V LeSSM Iff a) 2
External Wind &AD A RENvwAL ofthis NOA shall be considered after a renewal appikation hm been filed and there has been no change Ventilation Refer to manufacturers published literature.
24' 4-r tr t-q!T-r-t-r I in the applicable building code negatively affecting the performance ofthis product. Calculations:
TIERMINATION ofthis NOA will occur after the expiration date or ifthere has been a revision or change in the GENERAL Lim rFATIONS:
0 0 materials, use, and/or manufacture ofthe product or process. Misuse ofthis NOA as an endorsement ofany product, 1. RV 10 Aluminom Ridge Vent shall not be installed an roof mean heights greater than 33 feet
9' 1 OgAidpVmtvAhPmv.w- Bdb for salc-, advertising or any odier purposes shall automatically terminate this NOA. Failure to comply with itiq --ection 2. RV 10 Aluminuin Ridge Vont shall complywith applicable Building Code.
0 0 ofthig NOA shall be cause for termination and removalof'NOA. 3. RV 10 Aluminum Ridge Vent "I act be installed in conjunction with Gabic, vents. CU
ADVERTISEMENT: 'Me NOA number preceded b% the words Miarni-Dade County, Florida, and followed by the 4. Refer to appliwbIc Building Code required ventilation.
0 0 expiration date maybe displayed inadvertibing litcratu're. If any portion of the NOA is displayed, then it shall be done 5. All approved proclucts, listed herein shall be labeled and %hall bear the imprint or identifiable markingofthe
L2_ i -9- Q 0 0 0 0 0 in its entirely. manufacturer's name or logo and following statement "Miami -Dade County Product Control Approved' or the W
TVpIcal AnomMy Isometric View INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and Miami -Dade Countv Product Control Sea] as shown below.
shall be available for inspection at the job site at the request afthe Building Official.
Neft 11438, mh 11-11W Canteens RNNWK <
Smooth P4=6 Note This renews NOA# 0" 11. 10 and consists of pages I through 4.
SpockV W O�C. VAX orld V From Outer Edp FWW Thie submitted documentation was ro� iewed by Alex Tigers.
totab I V," From Each FM
NOA No.- 12-010.08 NOA No.: 12-01119.08 C NOA No.: 12-010.06 NCIA No.: 12-1111111116,0111; <
Expiration Date: 01131118 Expiration Date: 01/31/18 Elpirstion Dole: 01/31/18 9111111ratiam Dale; 0113inS
Dock liGnimunilWTVilbod Approval Data: 01/17/13 Approkat Date: 01117113 Appravall Date: 01/17113 Approval Data.- 011,1117/113 _J
Page I of 4 Page 2 of 4 Pw3of4 Psge,tofil
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Code, Omptlence Resassach Report CCRR4060 Pap2aF3 Code C*nWWM Research Report CCRR-IM9 Pa" 3 of 3 (D
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RD."Us clow 01-01-4=7 The undedayrnents mud be Installed in accordance talce precedsom over the Provisions In the report U CODE 001111111PIJANCE RESEARCH REPORT USE
VAW Qwft D*AFI& Reirimmil Da** 011-M-201111 w4h the 4ubsections d 10C Section 1507 and IRC hoiders installation instructions.
TOUGHISIG?e Section RM opplicabla to ft roof caveft being 9.1 AWOW of buldlIV produclk vWor materials can -cu
installed. The undarlayrneft Must be WW with the &2 IwWWW W knifted to use with approved orily be wan by a WWN oft haft too (3)
vares"FeaseTOMMUM MWOW.07"00-THMIL"MANDAMMME &0 DESORIPTION print side up, with laps as recluired by the sole" mechanically allachad roof coverft systems. authority in the. spectfic juriedludw where approval Is -0
MTALLATM PWI Code, evaluation report, or monulsclurses SOWK C) (D
GWAW41 Soollosc, 07 31111 Oil -Roall" M arid TcughGMnO 15 Is a machw4=4 attached simthaklic Instructions, whichew Is more restrictive, 5.3 Installation Is limled tat indallationa w1hafe ft root 0 116-
IMMIckdon d"ameOwd TWqhSW W~AM ftM MMOY VMVWMWD" *4*V =10W th report Wad *0 mainVINCbreft untisrWymand oormthad of a Wmen saft coded on wvwft does not Involve hot asphalt or comPlar pitch. 0.2 Code Compherwe Research Reports shell not ba 0
published Inductions. itas Installation Instructions must he saddled ftjobaft at dew &J" Installation, REPORTHMMER: both aides. The underlayment to b" In color on both The rod oovering may be Installed vmnsdobtly used in any manner that implies an sax1proarnent of 0 LL
"CAMMAIMM Mundho Product% W- -, I im and sheathirg; ". aid has an overall wfthl ftlbwkV the undIsdayment application and the &4 Installation Is firrited to roof Wop" of 212 (17%) the product by Intertak. —
prior to Mopkation of Hamsewd 7*0106-k dock surfece must be dry end fres of 04 df% 60M nalle-ead cow poftworw SW Shawlend Road d I A pounds par 100 square last. The underlayment 6 imud be covered within &* time or grearter, CU C) ',- CU
Damagpdshealiftmastba g a Jaducomille, FIL 32M avallable in rods of 48 hohm wWo by 250 feet kxv- .=.—=In the YeW holider's published horialialion 9.3 Reference to go httooJibodirecloryInterhak corn Is 0 >
wm, E (D 0
-PMW with " appho" COM since there am no sh" of this repwL
ApoWaftri, W kw&Adbm kWw*o *12 bmwmL� Instructions. 5.5 Attic ventilation must be pro~ In accordance recorrilmarkood to GDOW111110 ft 0~ W1110A ww W
Tou*M* ZD Is a medurnically attached synthaft Cn (D I—
I1tMPORTSUWECT: undersea 0 comprised of a woven soft 008W an 42 ke swrift— requirement$ to rwaaluate Vapor pwMeawlity of the W
owalleli lo the saws, doe q d Via kand emarpoint For bw slope applications; usually deflned as babasen 2:1210 4: '12 R To"hillkhoD 16, Tough6ldroO 2% TotMIMId -8 A both sides With * nonAwon soft on to soposed side, underlaynnant. -.0- ICU CL
lamopmmandist'loom 60%plual',ibr I;" 40ift aflowslope COO Ml YoughISMalli 30. and Tourrill" 00 Roo&q The is in color on both eovoBed and The rod uraderlaymaeft have not been evaluated for C- ICU -*--a
Us"= wW overall w*M of we as an In bwyW. In aran of the rod requinod by 6.6 The mot underlayments hoe not been evaluated U)
040 Ise
TouWM** 0yattlelle Undeftyrramix we dwallined tt M mrVkr Amend: at er*wft Shingles, Waal f1toofIngi In m� par 100 squens feed. The undedayrnsrA IB 100 Section IM or IRC Section R905 tD have an Ice for use as log Wrists.
a"llodere, ard Oadcr Welee Jet have been b1M* primed. 14 SCOPE OF EVALUATX)N wellablis In Follis of 48 a kol , by 250 IW lorg. barrier a s~MV polymer nwmfflad blumen
doe oumpl#q wah ASM D1WM- or two Wiens of &7 Installation for fire classification Is Ilmled to
Mcleldripoulle dwA be ~ under HorneQuard Tft*AW Mtft"OWW OW M*wGuwd ToVh" d" the ram edge. If This Research Report addresses compliance with the T04ftirM 26 18 a mechanically synthetic Gode-cornplying; undarliry"ant *Wly comereAd minimum &B inchee thick d" sheethN.
*"moWwObok0b"StAW#WWKWdgnMtIB '..#Wl*RWGff=iM ahoWdb*0ace134nchs&(18mm)upftMVW togathor, must be used auch that the I= barliar
oava so thal twmaid so* to to slipped urdw to Wdx%VIW* belare nft* 111sixftCodes., umosalayneet oompiled! of a wom owint coded on extends up the roof a minimum distance or 24 Inches 111,111 Tougb$kkM 15, ToWh$kir& 20, TmqhSkhO 25,
Horizon overlace alwails! b*44Wm (10 mm) runr*v wkh to ftwofesto In *Wr4WbWft� Vm*d sad oarlep; should be 6- - 2MC 2M2, and 2M h*msftW Bu*Wq CodsO both aidess with a notvaman swim ort the soposed side. Inside the Interior wall line of the bulkft The Tcuo$" 30. amd ToogWkW* 5D rod
No" (102 mm� 050) The undstimy.. wit is 9w In color an both exposed aid
a 2015,2DI2. aid 2WO k*MOMXW RokbbW CadIND WOO side, and ho and ovand W@W of undarlayments Installed m the field of the roof rnust undarlayments we menuledured under a qudly
"wasguard TomhOW maw be Invidecl 04 w p 1 j poo" nella hoft a Wrich (0.5 mm) der WAs LOW 1:0011111 (IRC) 25 pounds per 100 equans 16K The uncialpyraord Is overlap the Ice control prWarn with Inspectiono by Inter Too"
plaskorm"ampooncab nisiM nab WIh 14mch 0lk4!!!nL!1!!! may be used *tow pralarred or required by local codes. Par sesib" In rok 040 Inchass wide by M IM ". 00FAM NA IP4 6k4447).
2(M4 Flolda Building Code; oin I WeA Nab Ir , I to amoW regiment nak awftming to ASTM FlIff?. Corro" I - 4.3 Fire Claussilleation:
Md *MAWMA84I.Ckmloron*qWoonoolonrmk%MW alubb9aharksillim hot dipped gaheribellon. abirdess 11111
no om -A - F*&VroW~ be kkV ancuo ToughSkW& 30 to a medw loally attached synthetic The rod w4arigyrnwrts may be used as a component 0.0 SUPPO"G WDENCE
lop Novo ftshowalave w0nimumOM"(19.1 mm) In1*4611449000 TWOM" 15. underUpp" cernprised of a woven scrim coded an
Tough9l" 30, T%I*V*W�4"'A both aides with a W"~ acrim on the exposed ". of a clesselftid root asombly when specifically 6.1 Reports of lasts in acoordsmon with AMU E 106.
For appiloelat% fallerave eve mm) a" the top. bollom and side Isp aml 244ndv*4810mm)" undWWpn@rgg Lused in the field of to roof a* an T)a uodarloymant la gray in cow an both saptased and r000Wbed as such In a Mft approved by the OWe
Mas tha feC
Wn,he mom ss
*4 r" Igo sno speced 113 and 2J3 up lansat am official. The underisyments may sko b6 used as an 02 D414 In accordance wth the ICC-ES Acooplarga
abindIve to the ASTM 0229, Type I and Type 11, roof shsdhkV side, wW has and ovoraill weight of
ditm*G=dTaughUdnumderierwAvAlbobtepandtrmmtwlhmoftporW,wwmwmtwk; " 'behm 0*0" underlayments specified In Chopler 15 of the IBC and 3.7 POUndil W 100 4*101110 fact The WWWWAiWM 10 alennative, to ft underlayrnern spedYed In the Code Oftft for Rod Uroarigimmar.ft (A.0166), dated
will be Inabilied. I ChoW 9 ofthe IRC. available in rolls of 48 indise wide by 260 fact W*. for roof coverings permitted under ft Exception* to February 2012 (800611111y VW60 DWwnbw 2014
sloati bw rem no and specad 1/3 end 203 tip Irillothallsiddilas undealapraint The 001. IBC. Section 1M.2 and IRC Section R902.1, and may
on the six0sce d HameGusn! Toughlildn for both Installations, The undarlaymerds may be used sa components of be used where ncockeaffiscl roofing is permitted In 64 Intertak Lis6ng Report lJorneGuard - Synihafic
113C Section 1064 Except In buk"a permitted to Roollng Lbdjdmm)KW.
in wass sueled to high wird% unciartepreat issaa L most covoy %ft the ho-%&W efthmed requIranwa F In IBC I, M1 neownblowhwkutWWmdowAaedinthk have nort-classiffied roaftV, the roof dw* must be
report �F�
The uncimlicirment Is Way In color on both *)Voted and MIAlmum $1 Inclift #** WOW structural panels, T.9) IDENTIFICATION
Cb"lftd R00% The Undolaymenle how bow evaluated for the shoWft aidi% and has and overall wetht of
4.7 pounds per 100 square feet The me Is &0 CONDITIONS OF USE The rod underlsyments am marked at 24 inches
Under the 2m, 2012 and 2WO ISCA IRC, the roolng urderhymanis mirlas usadesoarriparasslactolawallied ro0 assemblies fa*"V poperow 'Q" lintervals, with to product name. Each roll of the pm*xd
evaiMb In rob of a Inches wide by,260 lam
MMM"*fCWMAGrC#Snft6taWa"lbarCkM�C~hr9 W *K~tMW*V*Mth*SMOMM Goals.~ MCSOCTIoW Itc The undarlayments described In this report comply wkh, is labeled Wb the mW h~s namaii. to product
Inslidid In scoordance *0 this mWover a mMftm WWA It" (ILB msQpkvaW 4POL pRormy
WCAII.Wkend KIKIIJW4. Godes listed in Section I � 0 of this relport, sLO)W to the Compliance R06600h
Q) INSTALLATION or are sultable, Mernatives to, what is specifled In the" nww to manulectur" dde code, and it* code
Report number (CCW1W9)' TW Caft CCW� Resisooch Report Cgsportj IF A;w ft WAXNV UW of IrtarWea, Clot ard 4 to scrofflog bd~
of Promise tow �7�
I FIre CWoOlm$M I ti oo"rop to4owiry oonditiorw, mrV= coarihon so owcast in auxod w wvi uw Wearywa, tor any losc awponso or darrace cocealorad by ft w=
brick I , ry. sW day or comelis red md dsoK Serious at I g or -0 mom sh"Is No SA OTHER COM ft la. a0whad to parmil a" or shasbubim of V* RaW wW IM " h Is s4 I sly� WW V* Glont Md nat we to RaW bt a
W# Mossuahroorcove" 'Reftranced swilore eply to 2GVk 201% ad JIMB MC and Iriddidlon of the urdarlayments must comply with the S.4 Installation must omply won this report, the naseaft WWWW ow bow apses and Wwwoeras ow r upw WA RaW IsUAW to ft nWresordaUaro. flmrs�n. TM
IRC now is rat an
Code. this report and the report holders applicable Cede and to report holder's publIshad This sectim Is not applicable, aaW emerg or waosawAdon lar use of In ou*d smuor prodw doombod hor0n. ThM ReW ts nW ft lr*xW LM"
;i;i and ~ Jbr Arearlak CWWCWW VA ** PAwn dw, nm ropmomt w0whsom for ft use of ww
published frAbblIUM NUVOCWM. indall0tim Instrucillions, The pmvialorm; of this report Idw =90calm ffw�a ftuft afft lft** Von W Ore coles olaaboa ftkt to soft at ~WFNM of ft fambd Mabdal produat rw savvive
anbbwv4wsWbordwlsmoW~#*MwlKaedF4*wod - anat *W be "Woved In w*Q by InIsADO z
asnoft with ASTM VWM aten uodsftwAnt mooWftd for Lao seen losbarrisr In *Oub g;;;; ft'—po—tMart be qOW
ikku "' 4*24 h d (610
Inskle, the Inledca wall Ire of
thabuilding. Nw*Guwd Tw4pillain urvisslafamad W installed above ftin darn *Ma4&4 130 Derry Court Yed6 PA 17406 130 Derry Court York PA 17400 WINWA100(blixonallbuldlaW 130 Derry Court YorK PA 17406 WWNJ
(lot" - Mp. A AL
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SHEET NO.
RD 10
ENGINEERING
IN- EXPRESS"
ENGINEERING
EXPRESSO A FRANK La BERNAlt P a INC I
ot
ENGINEERING
EXPRESS
-A FRANK La BERNARDO, P.E., INC.
� j
4161"15
3/3012015
V31V2015
Florida Deparinnew of Commutift Affisirs
Florida Depruiment of Business and Professional Regulation
Florida Department: of Business and Professional Regulafion
2555 Shunmend Oak Boulevard
1940 North Monroe SUM
1940 North Monroe SUW
Tallahassm FL 32399
Tallahassee FL 32399
Tallahassee, FL 32399
Regarding: All American Shutters and Glass
Reglardlinilip. Town & Country Indurinies I
Regauding- Town & Country Indinsirries
226% & 249a Storm Pamela
0.050" Aluminum Storm Panels
"Safety Edge"& Polycarb Storm Panels
Ptqed#15-2394
Pwjed 015-2336
Pmjea#lS-2337
To Whom It May Cancern:
To Whom It MsW Comm:
To Whom It May Concerm:
Pliessic be advised that the below-sligmed onginear does na haw nor will acquire a
Plesso be advised dud the below -signed callfw= does not haw am will acquitire a
Pleasc be advised that the below -signed engineer does not bove nor will acquire a
financial interest m the com@mW manuillicturring or distribuding die produciii(s) for which an
finstocial interest In the company manuiliacturring or distributmil; the product(s) for which an
financial interest in the company mainuificMiring or distributing the product(s) for which an
evaluation. repart or validation cartification has been prepared, as referenced above. This
Evaluation report or validation certification has been prepared, as fieftreaced above. This
Evaluation repw or validation certification has been prepared, as referenced above. This
cogiriew is not owned, opentited, nor controlled by the manufecturer or distrilbutor noted above
engineer is not owned, operated, nor controlled by the malmlectureir or disildbutw noted above
engineer is not owned, operated, nor contriolled by the manufacturer or distributor noted above
and does not basic any financial interest in any other entity involved in the approval process of
and does not have any finarxial in any other entity involved in the approval process of
and does not have any finaricial interest in any other entity involved in the approval pwcess of
the above -noted product(s).
the abov000ted producKs).
the above-naitied pmduct(s).
Respectfully,
Respectfully.
%
L ....
46542
mo.46549
14%
No. 46549
Frank L Bannardo, P.E SMIeOF
Frank L Boumuilo, P.E�, lim Aloft.
Frank L Bermardo. P.E.
Frank L Been& 0, Px Inc.
F L. OF
Frank 1. Bessardo, P.E, Re.
FL PE 0046549
Cut #9885
F1, PE OD46549 AL
Cert of Auth #9995
0
Fl. P ......
E 0046549
Cert #9985 NAIL
of Auth
of Auth
160 SW 12TH Avenue #106 DEERFIELD BEACH, FIL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
160 SW 12r" Avenue 0 106 DEERFIELD BEACH, FL 33442
Pmome: 954-354-0660 FAX: 954-3S4-0443
160 SW 121" AvEmue *106 DEERFIELD BEACH, Fl. 33442
Pmoht: 954-354-0660 FAX: 9S4-354-0443
WWW.exGgxt.com
WWW.ENGEXP.COM
www.ENGEXP�Com
Now ING
Milip-bli�� 4/6/2015
All American Shutters and Glass - 22p & 24V Galvanized Steel Storm Pamela Page 2 of 2
2. Minimum Allow" Spons
3. Minimum Glen Separation
4. Anchor Spacing
No 33% Increase in allow" strims has bow used In the design of this product
Separstionfromfilaftlanot spi for lirstallefto outside of wind zone 4 arid osecoN faclifts,
Impact Resistairlice:
Largo Impact Roslatence has been dwnon*miod as evidenced in previousilly listed led reports, and Is
accounted for In the Iinglinsialril; design of Oft product
*W Load Reafttence
This product has been designed In ns*t%Ind bob as indicated in the spen schmeduls(s) on the
p ob a Product Evaluation Document (i.e. onglinseft draviring),
InsWintion
This product shall be Installed In strict compliance with ft respective Product Evaluation Document (i.e.
onipliml dwMng),MMwkhaloomponwftnofoddm*M.
Product components 9W be of ft material specified in 00 product's respective Product Evaluallm
Document (La onginsisaing drawing).
umnsillions & colkodons of We:
Use of Ift product shall be In strict accordance with the reepoothFis Product Evaluation Document (i.e.
ErVirwatirg drowing) as noted hersin.
AN supporting host structures sholl be designed to resist ad suporin"sed loads and sW be of a
fisted In this product's rospooWe anchor schedule. Host structure conditions which we not accounted for
in this productis respective anchor schedule sholl be designed for on a sk*4pwft basis by a registered
professional engineer.
AM components which am permanently Installed shall be protected against corrosion. oontsimirishon. and
other such demageatall Imes,
This; product has NOT been designed for use within the High Vs" Hurricane Zone (HVHZ).
160 SW 12T" AVENUE #106 DEERFIELD BEACH, Ft. 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
Anchor spectimicadom shag be as indicated an shoots 1. 7 and 21 of 26, of
Product Evaluation Document (P.E.D.1 d all No. 15421.
7
7. 1. Shall be strictly In compliance with General Notes No. 1, 8 thm 14, IndioMed
on show I of 26, as well as General Notes # I thru 4 and I I thru 16, indicated
on sheet 21 of 28 of Product Evaluation Document (P.E.D.), drawing No. IS-
021 prepared by Tillson. Inc, and signed and sealed by Walter A. TMN, Jr., P.E.
7.2. Product may be irlEirtalled will* HIGH VELOCITY HURRICANE ZONES as
d~ on section IM.2 of the Florkle Budding Code.
7.3. Product shall only be installed into poured concrete, concrete toloolk, and
wow Irame eltructurn.
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
No. 44107). President of Tillsoo, Im (Florida EB-0006719).
EmnumEmplims EXPRESS1111,
OEP,E,R.To PRODUCT EVALUATION REPORT
ENOINKIERIms ExpRiEssigir EXPERT
PRODUCT EVALUATION REPORT
4MrMS
Application Numbeir. AS
EK Project Number M336
Product Manufacturror Tom & Can" Ind
ManufactumerrAddireirs: 400 Vied Mallob Road
Fon Lauderdale, Fl. 33309
Product Name & Description: 0.05W Altuilydramin Stan Panel
For Use Outside to HVHZ and Essential FocIrt1os;
Scope of Evolundon.
Thir Product Eveduatim Report to being Issued In accordance with the requirements of the Florids
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter SIG20-
3.005, F.A.C., for sonswids , - 1 ; W 1 per Method 11(d). The product noted above no bun Noted
andifor evaluated ris surnmarized horal, to stow oompliancei with ft Florida Building Code Fish Edison
CM4) and Is, for it* purpose intended. at WW o"Ient to that required by dw Qx1e. R*-ovskMm of
triter product shall be rewinxi following portirmint Florida Building Code mod1flostors or roviammits,
Substentiallng Data:
. PRODIXT EMALLILATION DOCLM
FX *a" Pi 5-2330 t0sd MOW Aluminum Storm Pinner, WWO 1 -10, prepared by Engineoring
signed & sealed by Frank L. Bennordo, P.E. Is anliftlis ponoftNeEvakm"PAport
71W REPORTS
Uniform stok structural parformonce has been tested In accordance with ASTM E330-02 tost $Wr4ords
per test report(s) *TEL 07-01190258 by Testing Evaluation Laboratories, hr. (TEL) and #0363-0806- 10
by Hurricane Ted Laboratory, 1AC (HTL).
Large misaft impled III F, 1 a and cyclic loollft parlormance have bow tested In accordance with
AMMEINS-M&El99S-O2bW - I 'a par test reporill(s) #TEL 07-OliQU68 by Testing Evaluation
Laboratories, Inc. (TEL) arid $0353-0005-110 by Huniosine, Tog Laboratory, LLC (HTL),
a STItUC311RAL -
Structuivil Engineering calculations haw been prepared which evaluate the product based on comparative
andfornellm larWysbfjoquall�ft$DWwk doolgincillar"
1. Maximum Aillow" Spens
2- Wininium Glass Separation
3. Anchor Spacing a Ssol Valid for
4. Max nun. Allowable gkwbw throullih 2-
C-&� : .
5. Anchor Capacity 7205
P.E.
CA. 09885
160 Sw 121" Avenue *10 6 De 42
PmoNe: 954-354-0660 FAX""
WWW.!Ncexp.com
ZI ILI ECO &Qc�.
TIUX T�'s s��
WALTM AL T111I.I.M. A, A K W-OOWL-
PLIULLA.Ma-UHL"1107
FLKXLI-rA.~19
CERTIFICATION OF INDEPENDENCE
(Rule#61IG20-3)
Evatuadon Report#: 15-0119.04
Dab: March IL M5
product cablegory: Shutters
Pnmdud Subc~ry: GtQM bffll
Product Hum: 24 Galto Galvainjad Steel Stofm Panel
filitnufactilaw � IN ffW* ProtHMOn Products, LLC
Door Sir pgmbm):
__1 , i I I Engineer. performing this evaluation does not
Thla is to cartilly that this Florida A ahs 1i ', I
have nor will ismulre. a lhn Idem In any company manuilacituring or dW&u*v ProdEVIIII
for which the reports we being issued.
This Is also to CortItY thillit M Florida Professional Engineer performing this evaluation does not
how, nor will acquire, a firiandall Wdorsd In any Odw entity Involved In the approval process of
an product
prepared by Vftltw A. Tillilk Jr., P.E. (Florldre Ucann No.
Mae% lim Markle E84ON714
..........
C
MO. 4" is
6355 N.W 36WMK Suite 305, MismaL Florida 33166 - Phone: (305) 871-1530 - Psix; (305) 871-1531
ENGINEERING
4/1/2015
Town & Country industries - 0.050" Alumin;; Storm Panels (Non-HVHZ) Page 2 of 2
No 33% Increase In allowable stress has been used in the design of ft product.
Separation from giving is required for use within Essential facilities. An equivielency letter is provided with
this Evaluation report for oquiva" to ASTM E IM-09.
Impact Resistance.
Large Missile Impact Resislience has been demonstriateXill as Evidenced In previously listed test reports,
and Is accounted Sor in the engmeering design of this product
fflnd Load Resistance
This product has bw designed to resist wind leads as Indicated in Itio spen schodule(s) on the Product
Evaluation Document (i.e. onlihoorring drawring).
Installation
The product listed above shad be installed in strict compliance with the Product Evaluabon Document (L a.
engineering drawing), along with all components noted therein.
The product oomponentB shall be of the material specified in the Product Evaluation Docurnerit (La.
eriolnestring dirswing)
Umhadons & Conditions of Use:
Use of this product shall be, in strict accordance with the Product Evaluation Document (i.e. engineering
drawing) as noted herein. ,
AN supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed In this products respective anchor schaftle. Most structure conditions which are not accounted for
in die product's respective anchor schedule shall be designed for on a sille-specific basis by a regisharad
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, arid
other such damage at all times.
This product has NOT been desigrW for usA within the High Velocity Hurricane Zone (HVHZ)
160 SW 121" AVENUE *106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WyWW.ENGEXP.COM
ZI ILI ECO
Tnw Tisnin a cowumm
WAL"' A- Tn= JR- Py- FRODU
CT EVALUATION REPORT
FILS 15076.2 PLEB.Lb�?i&000"
REPORT NO.: 1"319.04
DATE: March 19, 2015
PRODUCT CATEGORY: Shutters
PRODUCT SUB -CATEGORY: Stoffn Panels
PRODUCTNAME: 24 Gage Galvanized SUM Sfxwm Panel
MANUFACTURER: Global protection Prioducls� LLC
4800 S.W. 51 Street
Davis, Florida 33314
1, PURPOSE OF EvALUATION:
This is a Product Evaluation Report issued by Walter A. 1711111t, Jr., P-L (System
ID # 1906) to the Global Prolleeltion Products, LLC , Rule Chapter No.
6114320-3. Method ID of this Florida Deparbinent of Sualne" and
Prolastalonal Regulation.
This product is being issued an Evaluation Report as described herrein, and has
bow verified for compliance in accordance wfth the 2014 fifth edition of the
Florida Building Code. and to verify that the product Is for the purpose Intended
at least equIvalent to that required by the Code.
This Product Evaluation Report shall be subject: to review and revision in case of
a Building Code change ow may affed its limitailtions and conditions
2. EVIDENCE SUBMIT1101;
2.1. pROUCT EVALUATION RQ$;yMENT IP.E.D.):
Drawing No. 1"22, #tied *24 GAGE GALVANIZED STEEL STORM PANEL,
sheets I thm 18 of 18 prepared by Tilliew. Inc.; signed and sealed by Walter
A.Tillft, Jr., P.E.; dated 03112/2015. This drawing is an Integral part of this
Evaluation Report ""WIM1111"
/*%0 �tl E R A
............
1 0,% . Ae ;'It or
7'
'P"' 0/? 'A
6355 N.W. 36th Strec% Suite 305, Missmmi� Flc-ida 33166 - Phone: 'Fax: (305) 971-1531
_.�k
ENGINEERING
4t23/15
Florida Deputimment of Business and Profmional Regulation
1940 North Monroe Street
Tallahassee, Fl, 323"
Regarding: Town & Country Industries
24GA Steel Storm Paneb
Project#14-2031
To Whom It May Conoerm:
Please be advised that the below-siped engincer does not have nor will acquire a
financial interest in the company manufacturing or distributing die product(s) for which an
evaluation report or validation certification has been prepared, as referenced above, This
engineer is not owned, operated, not controlled by the mimullitcam or distributor now above
and does not have any financial inkiiest in any other entity involved in the approval process of
the above -noted product(s).
27
No.46549
Firank L.
Frank L Bernard PJK,
FL PE 0046
MTE OF
9
Cert of Auth 5
.. V_
ium
160 SW 121" Avewue 111106 DEkRF IELD BeAc", FL 33442
PHONE: 954-354-0660 FAY: 954-354-0443
Www.EWGeXP.00k
Z � �rl L �R C�O i �mc,
THM TEnTNM a �all"No 001111811111111111111111r
WAILTER A. TRW, JIL, F E.
CERTIFICATION OF INDEPENDENCE
(Rule # 61 G20-3)
Evalluadon Report it
15-WI9.05
Daft.,
March 19. 2015
Product Category:
Product Sulticalogorr.
Hurrkaw
Product No :
20 f2age Qgtyanized Steel Stwn pAn-g!
111111anufticturer Name:
Global Protection Pro
poucts LLQ.
Dow Sir (Madrun):
This is to cortilly that this Florida Professional Engineer, pedonning this evaluation does not
hem nor will aoquire. a linancial interest in any company manufacturing or dWnbtjtft products
for which the reports are being Issued.
This Is also to corlify that this Florida Professional Engineer perforrilrift this evaluation does not
how, nor will acquire, a firmandal interest in any other entity involved In the approval proce". of
the produa
Certificate of Independence prepared by Wafter A. Tilit Jr, P.E. (Florida License No.
"I On, Pnesident of THIsica, lno-- (Florida EB-0MT1 9).
0
*0
U L 4/;�,
Al- 'I,' _. - k
6355 N.W. 36th Strook Suite 305, Nsm� Flotida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531
PItODUCT RVALKATI11M RLI!M NO, 15-43J 1,04 2
2.1 TEST REPORTS;
Large missile Impact load tests were performed under SSTD 112-90 standard as
per section 1609.1.2 of the Florida Building Code. Uniform slatic loads as per
SecOon 1710.5.3, per ASTM E-330. Test reports prepared by American Testing
Lab of South
Florida, Report # 0814.01-01 dated 03/11/02 wittliessed by Willem R. Mehner,
P.E., Bortz Monoz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09,
dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E.
and Henry Hattem, P.E. Large missile Impact and cyclic loadings per Protocols
TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report
prepared by American Testing Lab of South Florida, Report No. 1123.01-10,
dated November 23. 2010, signed and sealed by Julio E. Gonzalez, P.E.
Tensile test report No. 9CW198 by QC Metallurgical, Inc.. dated March 13.2009.
signed and sealed by Frank Gralle, RE, as per ASTM E-8 and Tensile Test as
per QC Metallurgical Report No. 1OKWI318, dated December 1, 2010 signed
and sealed by Jerry Jacio%no, P.E. as per ASTM E-8.
2.3. STRUCTURAL ENGINEERING CALCULATIONS:
On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
wind load, as well as maximum anchor spacing vs. design wind load and panel
length based on rational and comparative analysis. and in accordance with
section 1604 of the Florida Budding Code. Calculations prepared by THIlsoo.
Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
A. TIOR, Jr., P.E.
3. MI LE IMPACT RESISTANCE:
Large minalle impact under section 1609.1.2 of the Florida Building Code, as per
SSTD 12-M Standard and TAS 201.
4. VVIND LOADS RESISTANCE:
24 Gage Galvanized Steel Storm Panol has been verified to sustain wind
pressures. MaAnturn panel length shag be as indicated on shoots 3, 9. 10, 11,
12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawling No. 15422.
Ma)dmtxn Anchor Spacing shall be as indicated on shoots 5, 9, 10, 11, 13 thru 16
and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 1"22.
24 Gage Galvanasid Steel Storm Panel has been verified for code compliance to
work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
f-R A. rj�
TE at
�Oplolk
G
3/1912015
Florida Department of Business and Professional Regulation
1940 North Monroe Sure, Tallahassee FL 32399
Repniing Town & Country IndugWes
0.050" Aiuminum Hinged Storm Pawl
15-2348
To Wtxjm It May Conmw
Plesse be advised that the bellow-signod Engineer does not have nor will acquire a
financial intemst in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has bow prcparcd4 as mforanced above. This
engineer Ln not owned, operiated, nor controlled by the manufactum or distributor noted above
and does not have any firiancial interest in any other enitity involved in the approval process of
the above, noted product(s).
Respecifully,
L 84,
APR 2 0 205
NO. 46549
Frank L flennardo,
Frank L Benimardo, 11. E., Inc. SAIF OF
Ff. PE 0046549
Cert of Auth #9885 x
N.: 70ki L tl -, -
160 SW 12'" AVENUE *106 DEERFIELD PEACH, FL 33442
Po-oHL: 954-354-0660 FAK: 954-354-0443
WWw.I!NG1!XF1C0M
WALTER A. -nLLrr, x, P.E.
FLU
PRODUCT EVALUATION RE -PORT
REPORT NO.: `15-0319.06
DATE- March 19, 2015
PRODUCT CATEGORY: Shutters
PRODUCT SUWCATEGORY. Storm Panels
PRODUCT NAME: 20 Cagie Golvisintzed SteaStorm Panel
MANUFACTURER: Global Prrotecborn Products LLC
4800 &W, 61 Street
Davie. FloMa33314
1. PURPOSE OF OLALUATION;
This is a Product Evaluation Report issued by Waftw A. 7`11111t, Jr.. P.E. (System
10 # 1906) to the Global Protection Products, LLC , Rule Chaptar No.
614320-3, Meffivoid ID of Ow Fkwida Deparris-nont of Business and
Professional Regulation.
This product Is being issued an Evalua;ion Report as described herein, and has
been verified for compliance in accordance with the 2014 AM edition of the
Florida Building Code, and to varify that the product Is for the purpose intended
at least equivalent to that required by the Code.
This Product Evaluation Report shall be subjW to review and revision In case of
a Building Code change that may affect Its limitations and conditions
2. EVIDENGE SUBMITMD;
2,1. PRODU!qT F-VALUAItON DOCUMENT
Drawing No. IM21 (revises No. 11-213). tided "20 GAGE GALVANIZED
STEEL STORM PANEL", shoots 1 thru 26 of 26 prepared by 111teco, Inc.: signed
and sealed by Walter A.TIIIA, Jr., P.E.; dated 3/12115. T%4"ng is an integral
part of this Evaluation Report.
'0�
KIn AA197
6355 N.W. 36Eh Street, Suite 305, Miami, FWda 33166 - Phone: (M4XW!'Fax: (305) 871-1531
Anchor specifications shall be as Indicated on sheets 1. 7 and 21 of 26, of
Product Evaluation Documelt (P.E.D.), drawbW No. 15421.
7. ILIMITATIONS AND CONDITIONS 0
7. 1. Shall be strictly in compliance with General Notes No. 1. 8 thm 14. Indicated
on shoot I of 26, as %ved as General Notes # I thru 4 and I I thru 16, Indicated
on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. IS-
0211 prepared by Tifteco, Inc, and signed and naiad by Walter A- TMIL Jr., P.E.
7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
defined on section 1620.2 of the Florida Budding Code.
7.3. Product shall only be Installed into poured concrete, concrete block. and
wood frame structures.
Product Evaluation Report prepared by Walter A. TdK Jr.. P.E. (Florida License
No. 44167), President of Tifteco, Inc. (Florldis EB-M719).
..............
�N� SE
FLO,"."
ENUINCERINO EXPRESS*
QtP.E,R,T. PRODUCT EVALUATION REPORT
Product Evaluation R"rt
4020`16
Application Niumber. JW78.1
EX Prefect Number 15-2394
Product Manufacturer. All American Shutters and Glen
ManurfectureirAddrow 1540 Doom Road
Wast Prim B@oM. FL 33409
Product do & Dosar"w: 2290 & 2498 Gehionlead Swell Storm Ponals
two* Missile Impact Resistant
Scope of Evalkoadon:
This Piro" EVOJOUW Report 19 being Issund In accordlonce, with ft M**GnWft Of the Florldo
Department of Buslineft End PmkoWonel Regulation ( Building Co�) Rub Chapter GIG20-
&005. F.A.C., for starlemids scooplance per Method 1(d), The product noted sillmove has been troblid
andlerovskolodossummorhadhosi to show oonriplilia"Wilh tho Florida Building Cods, Fft Edition
(2014) arid K for the purpose Intended. at W" equivalsoll: to tholl required by #in Cods. Re-eveluslion of
this product do@ be required followling po~ Florlds Building Code modill 1, or revidons.
Substwillefing Date:
0 PRODUCT EVALUATION RQQdRn
EX drooring #15.2304 00 -22gs & 2498 QvIlIanined S" Storm Ponalt, shoots 1-9, prepared by
Englasering Express, sigred & sooled by Frank L Boorrardo. P. E. Is an Integral part of this Evaluation
Report
. TEST
Uniform slartic structural performance ban bow tested In socordanco with ASTM E330-00 bg standards
par led roport(s) #02-M, SM-00Z & 003-001 by Construction Tooling Corporation (CT%
Large missile irripact mMwm End cyclic looding prinformance havo, been bobd In with
SM 12-M test standards per test reporl(s) SM-M, 111112-012. & 003-Ml by Con Testing
Corporation (CTC)_
Metal br4b capsolly has bow doliormined in accordance, with ASTM E8 UW standard per test repon
001 27H. #019$K & OD05W by CWMW Testing Laborefties (CTL).
0 BTRUCTURAL ENGINEERING CALCULATIONS Original Eng
Structural onglirearring calculations have bow F ; a which 1,009066
evaluate the product based on comi; 1 a andilor rational
onalysisi to qualify to followlinliI design cribeft 7
1. Maximum Allowable Spons
160 SW 121" Avenue Is 106 DEERFIELD BEACH, FL 33442
O,Hone: 9S4-354-0660 FAX: 954-354-0443
WWW.okGexp.com
2
Large milluage impact and laidgue load tests were pedonned under Protocols TAS
201, 203 as per section 1626 of this Florlde Building Code. Unillban staft loads
as per TAS 202 Problood, Test reports prepared by Hurricime Engineering &
Testing I Inc., Reports # 96-M dated 081MI 9N. #90-570 dated 0911811996,
#WT30 dated OWM1996, all threel'signed and sealed by Hector M. Madlins,
P.E., Fenesbrallon Testing Laboratory. Inc,
reports # 2032 dated 04M6M998 and # 2126 dallsid 10MV1998 witnened by
Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4. 2009. sligned
and sealed by Edmundo Largaespads. P.E. and Henry Haltom, P.E.
Tensile led report No. 9CM-197 by OC Metallurgical, Inc.. dated March 13, 2009,
sligned and naled by Frank Graft, P.E.
211L STRUCTURAL ENGINEERNQ CALCULAPM*
on 20 Gage Galvanized Steel Storm Panel for mayJmum panel length vs. design
wind load, as well as ma)drnum andrior spacing vs. design wind load arid panel
length on rational and comparative analysis, and In accordance with
section 1616 of the Florida Building Code. Calculations. prepared by Tilison, Inc.,
dated I I /0,V08 and 03M 2/15, signed arid sealed by Waiter A. Tillit, Jr., P.E.
3. MISSILE IMPACT RESIS-TANCIE:
Large mlawde impact under section 1626 of the Rodda Buldilina Code, an per
TAS 201 Protocol.
4. WIND LOADS RUMMEL:
20 Gage Galvanized Steel Storm Panel has been varlded to sustain w1nd
pressunn, Mwdmum panel length Owl be asindicaW onshisells8,10,14,15,
16, 19. 26 and 26 of 26 of Product Evaluation Document (P.E.D.), drawfing go.
15421. MeArnum Anchor Spacing shall be as indicated on shoots 8. 9, 10, 11,
14,15,17,18.19.20 25 and 26 of 26. of Product Evaluadon Document (P.E.D.),
drawkv No. 115-0211.
5. INSTALLAIMN,
installation shall be performed strictly In accordance with details Indicated on
sheets 3 thru 7, 10 thins 20. 23,24 and 26 of 26, ot product Evaluation Document
(P.E.D.), drawing No, 15-021. Minimum separation to glem shelf be as
indicated on sheets 6. 14. 16. 25 and 26 of 26, of Product Evaluation Document
(P.E.D.), drawlinig No. 15021.
MATERIAL CHARAM-RIWICS S:
�111' D.). dim Ing
Shall be silrictly In accordance with Genainal I , Ind" 1-1, on
shest 1, 2 and 22 of 26, of
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GENERAL NOMS:
0.3) IN CASE THAT PRECAST SMNE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FMM ON THE
FICIN 20
EXISTING WAIU� ANCHORS SHAUL SE Uft BMW 10 REACH THE MAIN STI&CrURE WNW SUCH PANELS.
1. STORM PAN I ILL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PAD) HAS BEEN VEMM FOR COMPLIANCE IN
ANCHOR04C SHALL K AS MfMIION1D IN 8.1) AND IN 9.2).
ACCORDANCE WITH THE 2014 (M EDITION) OF 7HL FLORIDA BUILDING CODE.
(C) EXISTING WOW OINK. SPMFIC QFAW1Y- 0 , n -A 1100-
OEM WIND IQ" SHALL SE DEVERINIED, AS PER SECTION 160 OF THE ABOM MENTIONED CODE.
1/4-0 TAPOM ANCHORS, AS Ma"ACTURED BY I.T.W. BUILOEX. INC.
#1+-10 PAIMELMKIIE FEMALE 1) AND PAMI1WTE PLUS ANCHORS . AS MANUFACTURED BY FLCO CONSTRUCTION PRODUCIS.
FOR A WIND VIMID AS REINIRED BY THE JUMMON THESE SHUTTERS WILL BE PWALUED AND
FOR A DIREC711OHMM FACTOR Kd-0.815. USING ASCE 7-10 FOR INSTALLATIONS UNDER 211114 FOC NO SHALL
1/4*0 LAS SCREWS PER NA&
NOT EXCEED THE MAXIMUM (XSD.) DESIGN PRESSURE RATINGS IND"TIED ON SHEEI 7 TIM 12. 14, M 16. 19 & 20.
7/1610 x 5/a' WOOD BUSHM. AS DISTRIBUTED BY ALL PONT SCREW BOLT & SPECIALTY CO.
IN ORDER TO VERIFY THE ABOVE CONDITION. ULIWW DESIGN WIND LOADS DETERMINED PER ASCE 7-10
c.t) mommum TmwADED PENETRATION INTO w000 OF TApooN ANCHORS SHALL BE 1 1/2* AND 2' FOR am PANELMATE Kus
SHALL ME FIRST REDUCED 10 A.&DL DESIGN WIND, LOADS BY MULTIPLYING T"m BY 0.6 IN OMER TO
AND PANELMAUE FEMALE ID.
To COMPAK DIME W/ LUX (A.S.D) DESIGN PRESSURE RATINGS INDICATED, ON SHEETS 7 THRU 12. 14. 15. 16. 19 & 20.
C.2) MINIMUM THREADW PENEM7= OF LAG Wilf1f. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
IN ORDER To VERIFY THAT AW AM IN ALLOWABLE
>Oft ON THIS PX& AS TESTED NEW NOT OVM SIVIESSED, A 33% INCRE
PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE RE(RARED, THREAM PENETRATION.
SIRESS FOR WIND LOWS WAS Na USED 0 THOR ANALYSIS. FASIUM WAGING TO 000 HAIS BEEN WMNNM IN
ACOORDAMIOE WITH N.D.S. 2012.
C3) MINIMUM EDGE DISTANCE OF IM SCI&VS, INTO WOOD SHALL. BE AS INOMTED 0 THIS DRAWING
SIORM PANEL'S AGEOUMiCY FOR IMPACT AND WIND RMSTANCE WS SEEN VERInED IN ACCORDANCE WITH SEcTIoN IM OF
THIE ABM MENTIONED CODE AS PER MANWAW ENGINEERING & VESnW W. REPORTS 9111-4611. W-670 111 911-430 AND
CA) MINIMUM PENETRATION OF WOOD WISHING SHALL BE 5/r. 1/4- 0-211 SUMM USED SHALL BE 1 1/2- LONG MINIMUM
FENESTRATION TM71NG LAIL WC.. REPORTS #2032 k j2126 , AS PROTOCIOLS TAS-20i, TAS-202 AND TAS-203.
SHOULD STUCCO EXIIST, AND I' MINIMLW FOR WALLS 1111TH NO STUCCO.
06 WELL AS A= TEST LAG OF SOUTH FLORIDA REPORT #0219.01-�09. $5 PER IRS 1101, TAS 202 AND
-TING
C.5) IN CASE THAT PRECAST STW- ON PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXIS
IAS 203 STANDARDS.
WAIJ. ANCHORS SHALL BE LONG ENOUGH TO V" THE MAIN STRUCTURE SEMMO SUCH PANELS
2. ALL ALLIMINUM EXTRUMM TO BE OD63--76 ALLOY AND TOM. (LOLM OTHERWISE NOTED). SEE SHEET 2.
ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) & CA)
3. ALL AUMNUM SHEET WErAL USED AT CLOSURES SHALL HkVE 3105-HI4 ALLIDY.
(0) M40HM SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMWIENDATIOWI AND SPECIFICATIONS OF IM AOCHOR'S MANUFACTUIM
4. ALL STEEL SHEET MErAL PANELS SHALL NINE STRUCTURAL OLAUTY STEEL. ASTM A-6521 QUM 50 MINBAN. G-60
pA4ELS MAY ALSO BE 061ALLEO HORIZONTALLY FOLLOWING 061ALLATION DETMS SHOWN 014 SECTION 3 THFOUGH 10 (SHEETS 4
CM.VMZM STEM DESIGNATION W/FY- s" kw (4FTER ROLLED).
THROUGH 8) EXCEPT THAT HEADERSO&O SHALL NOT BE USED.
5. ALL =REWS 70 SE STMINUESS STEEL 3D4 OR 310 AS SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER
DIN MOIS W AA BUILDING CODE
50 kill YIELD STRENGTH AMD 90 SO TOME STREN(IIHI J. WALL COMPLY W/ FLOP
9. IT SHALL K THE RESPOWBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNPMESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
14
SEVION 241 A3A
ATTACHED TO N"E PROPER ANCHORAGE THIS SHUM SHALL ONLY BE ATIACHED TO CONIC REIT. BLOCK OR WOOD FRAME
BUILDINGS.
6. SOLIS TO BE AMU A-W? QAIJWOED SMU. OR AIM 304 SERIES STAIN STEEL. WITH 38 Itill MINIMUM YIELD
STRENCK
10. EACH FIEMXM STORM PANEL WITH LENGTHS OMER W-a THROUGH 12*-4', AS PER SECTIONS 6. 8. 9 111: 10 AND AI.TERNKINM awl
BIN III OW ON SHEETS 5. a a 12 RESPECTMELY; SHALL HAVE A LEXIBLE AND READILY WAKE MAMCING INSTRUCTING OWNER OR
7. ANCHORS TO WALL SHALL BE AS FOULOfflk
TENANT To SECURE PANELS WITH APPLICABLE RVMFOACEMEMT DURING PERNODS OF HURRICANE 0111RINING.
(A) plommm momm GERCKm-
11. THE 04STAUATIDN CONTRACTOR 6 TO S1AL/CAUU( ALL SHUTTER COMPONENT mom WHICH REMAIN IN CON;TmOuls COWrACr WITH
/4-0 TNIOGN ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. INC. (Min. l'o-3192 Fi�&L)
THE BUILDING TO PREVENT WMIRAIN INTRUSION.
- 1/4' 0 x 7/8* CALK -IN ANCHORS. AS MAIIIIJIFACTURED, BY POWERS FASTENERS INC. (MIN. ilc-3000 p.%J.)
- 1/4'0 x 3,(4* SOLID, -SET ANCHORS. AS OISTPJBUTED IN ALL POINT SCREW, BOO & SPECIALTY 00,
12- SIM PANEL INSTALLATM SHALL COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANY BUILDING ANO ZONING REGULATIONS
(min. F*c-3000 p.a.l.)
PWADED BY THE JURIWiCTION WHERE PERMIT IS APPLIED 70.
- J14-10 PANELMATE FEMALE 0 Be PANELMATE PLUS ANCHORS. AS MANWACTURED BY ELCO CONSTRUCTION PRODUCTS.
13, (a) THIS PRODUCT SALLIATION DOCUMENT (P40.) PRIEPARED BY THIS ENICINEER 15 G093UC AND DOES NOT PROME INFORMATION
(MK foC-301150 P.LL)
FOR A SITE SPEWIC PRINIECT; Le. WHERE THE SITE CONDITIONS DMTE FROM THE P.LO.
- 1/410 CF TAP -GRIP AiMCHORS. AS MANUFACTURED BY TRIJ-FAST CORPORATION (rc-3600 ".I.)
(b) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTM. PURCHASE AND INSTALLATION INCLUDING LIFE Swm Of THIS PRODUCT
A.1) MINIMUM EMBEDMENT Of TAPOON ANGNM KM POURIED C40NCRETE SHALL BE 1 3/4-, 2- FOR PANELMAIIIE FEMALE
BASED ON THIS P.E.D. PROVIDED W/SHE DOES NOT DIEWTE FRDM THE CONDITIONS DETAILED ON THIS DOCUMENT.
ID AND PAINEMALTE PLUS AND 1 1/4- FOR CF 1AP-GRIP ANCHORS.
CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOWS RESPONSIBILITY.
x2) CAUK-IN at SOUD-SET ANCHORS SHALL K EMBEDDED 7/67 INTO THE POURIM CMCRETF- NO EMBEDMENT INM
(a) THIS PROOM EVALUATION DOCUMENT WALL BE CONSIDEREID, KWAJD OF MOOM
SILJCCO SHALL BE PERMITTED. 1/4- 0-20 WRENS USED %PU BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXIST.
NO I' MINNUM FOR WALLS WITH NO SRICOO. AND MAY BE WADED SCRM OR ALL THREADED SCREWS W/O HEAD.
(d) SITE SIPVCIFIC PMXCFS SHALL BE PREPARED BY A FLORIDA KOWERED ENGINEER Olt ARCHITECT WHICH WILL BECOME THE
13UT WITH WIING NUTS.
ENGINEER OF RECORD (E.O.R.) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE
PROPER USE OF THE P.E.D. ENCrIEM OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
IN CASE THAT PAWASr STONL PRECAST CONCRETE PANELS. "MM STUCCO OR WOOD BOARDS BE FOUND ON THE
PJE.D. ENGINIMIt. SHALL SUBMIT To THIS LATTER THE SIM SPECIFIC WAININGS FOR REAV.
EXISTING WALL Olt FLOO114 ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURIE BEHIND SUCH
PANELS, ANCHORAGE SHALL BE AS 604PONED IN AA) AND IN A-2).
THIS P.E.D. 94ALL " IMF. DATE AND ORIGINAL SEAL AND SIGOATURE OF THE PROFESSIONAL
ENGINEER OF' RECORD THAT PREPARED fr-
(B) m COMM CONCRETE
1/4" 0 TAPWN ANCHORS AS MANUFACTURED BY L T. W. BUILDEX, PC.
14. SHUTIOR MAIMINAMMS LAM SHALL BE LOCATED ON A READILY ASIBLE LOCATION AT STORM
PANEL SHUTTIElt IN ACOORDANCE WITH SECRIM 17108 Of FLORIDA BUILDING CODE. ONE LABEL
1/4" 0 x 7/8' CMX-4N ANCHORS, AS MANUFAVURCD BY POWERS FASFENERS INC. (MIN. ra-1500 P'o.i.)
SHALL SE FOR EMERY OPENN& LABaING TO COMPLY WITH SECTION 1710.&2 Or THE
PLACID
1/4 0 X 3/4- SOUD-SEr ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY 00.
(MM. re-1800 p.m.L)
SHALL ONLY BE USED TO
#14-10 PWIELMAIIE FEMALE V AND PANEUIATE PLUS ANCHORS. AS MAAIUFACTURED BY ELCO CONSTRUCTION
PRODUCI (WE fe-2071 pAJ.)
.......
PERMITS IN THE STAYIE OF FLORIDA
rp1w
FLORIDA BUILDING CODE (fth Voloctwty N#wu an* Zan*)
1/4- 0 CF VV-MIP ANCHORS. AS MANUFACTURED BY TRU-FAST OOMMTION
Z *.: NO, 44167
#me New ma
20 GAGE G&LVANIZED STUL Sw PANEL
rjtA.
DRom op.
LI) h�M EMBEDMENT OF TAPOON ANCHORS. ELCO PANEUAATES AND CF TAP-GAIP Mom INTO THE 0 OMcREm
BLOCK UNIT SHALL BE 1 1/4��
m :
11LIE C 0
GLOUL PRMCYM PNMCTS. LLC.
1m'%1TL
8.2) CALX-IN & SDUO-SET ANCHORS SHALL X EMBEDDED 7/e IWO THE CONCRETE BLOCK UNIT. 90 EMBEDMENT
INTO STUCCO SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL RE 1 1/2' LOW MINIMIUM 90" STUCCO
IN.
muff
am Lw $1 SHOW
00611, PL 331114
15-021
EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO.
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COMBINED 04 ANY WAY TO SUIT ANY
INSTALLATION-
FLOIidOA BIUIILDING CODE (High 1110410C�Ify Hu cons Zone)
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UP TO +55Z. *k UP TO +55.5. -72.0 PSF AND PANELS LENGTK UP TO 0'-8". FLORIDA BUILDING CODE (1111gh A +43 If.
2. SDR NEW WOOD FRAME CONSTIWCTIO14: WOOD MEMBERS TO SE SOUTHERN ANEL'S LENGTH UP To 12'-4* FALL
0P F S TO BE SOUTHERN CRON oft
PIC NO. 2. W1 SPEOFIC DENSITY OF 0.55 OR EQUAL SAM ALIMM AC 20 cAoE ommmm STEEL sTORM PANEL DRAWN 2. FOR NEW WOOD FRAME CONSTRUCTICIN: WOW MEMBERS TO BE SOUTHERN N -<1 &Jots TILREM ffiga 20 GAGE GALVANIZED STEEL STORM PANF-L OR"" or. 2. '1' � NEW WOOD FRAME CONSTRUCIION: WOOD MEMBER 20 G= GAILVANCEED STEEL STOW PANEL
No. 44167 PINE NO. 2. W1 SPEanC DENSITY OF 0.55 OR EQUAL
0.44167
z NNE NO. 2. W/ SPE(;IFK' aNSITY OF 0.55 OR EQUAL 1. -40.4067
GLOBAL
51 NOTE MR OOMBINATION OF MC. 4ow %W- 51 Vow 400
got. R. U314 FL =14 00
GLOWL PROTIECTIM PRODUCM,
NOTE FOR COMBINATION OF SECTION& L E C 0 ing. GLOBAL PROTECTION PRODUCM U.C. /-11LIEC PROTECTION PRODUCM U.C. /T1-L R C -0s m, - \
-7644,
Top a 9oTrom moumnNGS CAN BE FM (WOM-IM
'vqj 15-021 15-021
xx Js A �M
01110101610 1*. TOP & BOTTOM MOUNTINGS CAN BE ON. A., -- No
A p"Ne (95 01*1 - -9, - - -'� �-, Rpj ==w
OOMBINW IN ANY WAY TO SUIT ANY Mw . fOP FAAFOW 1UOU"NGS CAN BE
INSCALLA710N. CX)UMNFD IN ANY WAY TO SUIT ANY 00MBINEDOIN ANY ygAy TO SUIT ANY
IN
WPI E 1w 10 OF n INSTA4LATI
INSTALLATION W= 11, 1 - I
----------- r
CONCRETE ANCHORS: SEE SCHIONALE ON MM I ALTERNATE
0 (w SmoulUE ON 07 INSTA
ONCKM AMC"= root 10001) msm. SOL xcnom am SHM 15 & IW/15 C8 ILADON DETAILS FOR OPTION J! I FOR UEE SAFETY STORM PANEL SYSTEM
Cell: suelaME: an at 4/4 .2 & IW/15 "'I '. Ile* LAD Seem a $I
BMW 14) SHUT 14) r*,A 2/4, 20- 3/4 1- V Law. AT SAM = W/ INTO EXISTING WOOD STRUCTURES
AT 90 PANEL.
POW= COM" OVVLAP Tog =Tgowi= PORIPAIM
POUND) 000CROT am HOLD PRE
Soo.
Sim 0 &W -JI 1
J T
'�2 -C-)
ANOLL
pAgeo
F-M SCIUkAE ON "Ago'
FOR 141'. 1 Lu I I
;rw UUMAR"now 7 - L � . 1011111 1 1 .1.11 1 1
2' 10 OIASS A 141 -..1- - - I I \-INIERPOR PANF1 \-END PAREL.
-- \-INTERIOR PANEL \-END PANEL SEE
SEE I
1/4, BE, #1 L j SCHEDULE MOULE WIRDER
- . .0% fl -I-MJZ FOR Reoupw
T I@ OR 7 -3 F0111
1199;(l UTIL I 1 -1 1 1 11
11 1,6w. ..y I5;'0.0 - ANCHOR MOL ANCHOR "s;PA"CHOR
2 A OR DIRECT MGM $1109" SPACM Sp%CM
7CM011T.. �1/141T -1'-3* LIM-
I 11ON (APE
12ETAIL 1 : WALL MOUNTING INEALLAI10N (APPLICABLE TO 5CHEDULE 1) DETAIL 2 -LOOR MOUNTING INSTALLA �BLE TO S HEDULE 2
3/16' 1* SCALE- 3/vr - i' .
SCALE ( J.) ANO CORRESPONDIN ALTERNATIVE 1 ALTERNATIVE 2
WIAILS 6/14 MAXIMUM A.S.D. DE51GN PRESSURE,
M14) MAXIMUM A.S.D. DESIGN PRESSURE RADNG (p.s.f.) AND M6XIMUM PANEL LENGTH "L" SCHEDU I 14od"HE
Im. - -/ -, �ro -.
Re" CORREsPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATIMI FOR
a 1 NQUATED nm LIFIL SMEX-SAlffit-150a
mum IV" A 2A 24/4- 3/4 OR 4/4 & mm INSTALLUIONS INTO CONCRLT-E-&--C-QNCREIL-DIDLE-5-T&U-CIUM la ---
waigai "A � 0 Mia" wwwom Pon SEE �OIEDLKF
mr,,:NL L PROOM Kum ;rag C 10 am 004 SFM.14.
ON XUWAE-tA---*wj wAL-L lKlao OpNormams Top & BQnALXj.LD-a-j-jjj!--0 FOR W
(SEE "M I Boom sr"ftym
ARE& WIND LIFE SAFETY PANELS LC-ATION OF LIFE 2 we
I.& REG" PANELS W1 ON --i SAFEVY PANEL. --.i MkX� ASA or im"w I Owe mmmui FOWILE a ro"Alz Fus APINMABLE VO ro
W/o REs" mm (ME NOTE I OIS1DN 11 sfmvm III a bvmum MAIL z
BELEW) LAW BE JNSTALM AS TO TO To an awalwam uw"
LIFE 1= PUMPANEL OPU*M SKALL To TO
CONCRETE OONOWIT CON; IHM on
,:%,& SPACRIG INTO W= FORM: maxam -
gear ga ==AIa%C', FOR EO
OaNC0EW moon A-L Move (p,".) BLODK 11u. OR no SONMML 1 7
STORM 'I* - N/A Or N/A 6' N/A 6- N/A I AL 2 CrOP) Ev. LM THAN somm a" own" No= ANOM EC -7
OPIION #I FOR UEE WETY _ F2&. V N/A N/A SPACING MY "TIPLYINS UV4=
MEE samem" I. BE 4 To BE FOWKL
am IM) LIN' pA
Co'd. roum PANELJ & aA OF PRUCIURE. +55A -12.0 -9- -7- 9, 9. 9. 1. 1 (BOTTOM) 5 --Q- UK L� um MAN mom" 11141400 Om PLAN
CONCRETE 6. V- N/A I At 2 (TOP) PEXAM
(WE som" N/A N/A N/A Or N/A 6- NTA k
SWINT 14) - 1/4*0
WALIL WOURING INISTALLMONI WML At NO INSTAUATM SCALLE 3/32--1- +5" -77-0 2* 7 11r 91 9" 9. 9- 1 (BOTMMI ANCHOR TIM I/,Vo 1/4-. I/r*
vfaw or VV-QW
A, 1,14;rl -jg7 - -- Kim
SCALE: 3/8' 1' - SECTION 3/8* 1" MIA 6' N k 2 (TOP) aft Am" WNW N 3 3 3 3 2 1/2
-Ar-x 0- o- o- 1 (BOTTOM)
3
16-M I ATKIN
Nwk ISO 3 3 3 ALTERNATIVE 3 ALTERNATIVE
CAN BE LOCATED AS AN 80 PANEL (FIRST Oft LAST PANW waxwoR powns. ACKK M OM FA" 2'.4' FUTE
(4-M-2 �L - - - OR
1. In SAFETY STORM PANEL PAND, LOCATION IN BETWEEN END PANELS). "M 1) V PICREV"Ot- W/ I Ilr
"In BE i"PAUED AD0,CENT TO REG" PANELS sm "M 1) mr 2 ffiggjWm mallmir oMMMONS AT RCTTOM w/ LO, 31x--* URM mma amew I/
(W/ OR W/0 PLO" TRACKS.) S.S. US 0 Is" AQ OR
�Mklmm A4&.D. aag"OrMk"CMWOF�MO TO I'm PA'alaft *07hu" 10 OR ALTERWIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION
SECTION 113---B Dow r PUdIWTE PLUS * 4- 04. W/ 1 1 WALM W - I'
PANEL CONStM OF 04W* GAI.WMED UPCON MAMK�- nm t4v
2. LIFE STEEL STORIA PANEL AS SME 3/3r.1* - 9" . . -j To sly --j TI'Rck" P047RATION To eo$TM NOTE SHUTTER 7RACKS HOT *low FOR CLARITY
PER BMW 2 OF DRANIN10. Flamm 70
THIS SPARM-11TSELF To BE REMOVED OR iNSTAILLED FROM THE INSIDE OF OF INN PLATE
04EL 011110 19�0
STRUCTURE +49.2 -61.5 3- 3*
t. 1�� 4 11jr 2 (earm) r e, OR uss WALL MOUNTING INSIALLATUN
A LIFE SAFETY FAN& RMUM TOP TRACK TO BE COMIPONENT(D& BOTTOM TRAcKm T52.8 --MO 3. 3' 4- 4- 2 (BOTTOM) _ 7'-6' OR LESS ALTERN&TIVE I
PER SHEET 2 OF TM DRAW". A, -
2 I/r 2 lIr 3 1/2' 2 (BIDITEM) 7'-4- OR LESS u SME 310' 1'
ocIty IRW 1+55.0 -72.0 FLORIDA fth Velocity Hu
gr' SWALLIED WALL OR FLOOR MOUWIED FOUAWNG SXTIONS I At FLO*M gUILDW CODE (NIgh Val F I u a Zone)l 4' fto' - - I- FI.OMDA BUILDING CODE (High Velocity Hu came Zom)
BUILDING CODE one Zone)
_74 �A /r
I, L L Tf -�..
PC.
To
rJUL, 2 1/2 1 WA N/A fAJ-
2 ON THIS AS WELL AS OFIALS I Ar 7 ON SHEET 14. DNA" Is. >r-61 To 81-0, NJ= PC 20 rAGE $&VAN= STEEL MORM PANEL cow ft Sams m� M 20 GAM GALVANIZO STEEL StORM PANEL ONM
Min. LOOM FOR COMPONENT 6) IS 15'. 4 #jogs NAM Sc 2o aW GALVMM STEEL SIM PANEL 3- T 3-
&- "/A NO. 441
kjwL ANCHOR SPACING FOR COMPONENT 4) ANCHORIAGE AT 9011 IS GfW`EN ON NO. 4416Z +55.0 -72.0
N/A
EA4-, I - GLOW PROTECTI10
SCHEDULES L & Z SHEET 14. OR RIEWWABLE. ISLOBAL PROTECTION PRODUM LLC. GLOBAL PROTECTION PRODUCIS, I.W. 1. wrA"now AmE Owf v" I'M 6JUW-- W" x5-D- 01CIPON LOADS UP To INC. N PRODUM LLC. am
COMPONENT V MAY BE PER-- - - ECO,xic. 4WD 3.0. 51 muff /T1L7EC0,,-.\ S6A -72.0 W AND LENCIN UP 10 V-S' 111PIECO
-IL ft. JIM14 15-021 0041. A- 333% 15-021 NEW WOO FRAW CANSTOLICUM WOO "EMBERS 10 9" "WHERN PNM M4)09--IM4 PRO 026)81&-M
DETAILS FOR PaSTAILLATION INTO WOOD FRAME BUILDINGS ON SHUT 15. IN.Lff isx� & Ap 7. F nuff
I SEE Aw"W.M agsilewrAk FOL (W)800-m W r Mir.* A mCM ("4)mft-ft4a. FAX 011114)NOD-SM M
PNE N. Z. 011 SPFCFIC 094§M OF O.W OR 9XIAL
z Of-, so -M. Aw, so wo-gow ..'a -WM
6 SEE SHEET 4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF allmm"v ":Zrpjc
-gmaTgg"`
SPACERS AT TRACKS INSTALLED ADJACENT AM 8000 TO STUDW/Wow aANC& - 11� I OF 26
e1w 67
AN04ORS (SEE SECTIONS ON SHUTS 17, 19, 19 & ) INIU LAIIIIIINSir r1JUMLu LoWMI6,561L WIN Imewnk S.V-
3" MAX. WAS. AM7. 4/T7. MAIL 3 hm. 114- TWON ANCHORS I WIN ANCrIm ��l 4
OW/le. 7w/se a I LOL 1/4- TAPCON AHCHOIRS I e TAPCON AMMONS 1/4* TAPCON ANCHORS LTAPCON ANCHORS
see/w 0 91 C O.C.
0 O.0 r a-C I�
DAL�� F- POUM CONCRIE& POUM CONCRETE
POURED OONCFM POURED CONCREII OR CONCRETE (A C0"CRfTT RLO1.X OR CONCRETE IIIJOCK
1 0 0 0 0 0 M CONCRETE 11 , OR CONCRETE BLOCK AE.U.RED REQUIREV I REQUIRED
BLOCK REQUIRED BLOCK REWIRM URW r'*W�WM 1/4- cn
1/4' 1/4* 1/4-
u- (D
--T
Me
(D
1/4- E
(D D-6
imm W. invlvam Ic
ow"Opw 10
two VT m
OKI IQ
r w2T 10) am I#)
LENGTH ICU
PAM
LAO EXI EXISTING
"ISTIFIC.-A I MASS L A,
MASS Z=rl�
ag I , T >
d A
I A A
A. v
v 1/4 IV 7,
1/44- 1
em"
opnw, am 0WINAP
sm MR A
Nur IT Ig" a
ft7
r wx WILD 0 a met/ul 11 MIC
21 Met
-ANOHORS (SEE SECTLONS ON SNEEM 17. 19. 19 At 20)
ELCJ) ELEVATION
FOR LIFE M= STORM E. o EA k* E.
11'r ML so E.0.9
SCALE 3/ir-11 i
I -J
21W 04 Lc:: LWWW
W/ 20X3/4S.& WS, W/
-0,4 NUT WASHER /B-:;�/32- WdIO HUT WASHER
12 1w . .
----- /s CIO
*0 x 3/32* WIC i_fI'4-IO-# PMBJMW Pugs W/ 14-1 x 31W WOO NUT WASHER
WOOL =o 3/3r'41114 NUT 7
0 12 Ir O.Q MO WP&tCR (OMNO) (4' TAPOON 3/32' Wt No NO WAS14rR
TAPOON ANCHOIRS 41 a 1/4' O.C.
w1 4' YAPO0H ANCHM --V4 llr O.G. C4,10AS I
4 1/2- D.C. ----V4 ITW/2000"CAHCHORS 0 4 1/2' D.C. L ---j!PUVED CONCRETE W
(STAGGERED W/ STUD) (STAGGERED W/ SlUID) L-J�PUREC CONCRETE OR COINCRET! BLOCK
Sr,LaRH A -A L---J?PURED CONCRETE L-�=Mcx L-Tio..W.M"Cw� OR CONCRETE BLOCK REQUfREb Cu
/I
SCALE 311gr-I* OR CONCRETE BLOCK REQUIRED REQUIRED REQUIRI'D
FAIMUIRUI LAf%"LMLIe-- IM-11TAI I Arldw r. INSTAUAMN wAl I LUM lbair1w. INSTALLATION WALL b10 M
MAXIMUM A-S-Q- DESIGN PRESSURE RATING (p-z-fLjAW WALL VOIDIMING INSTALIALIUM ffa" 111IMMULUM 10111LIM&ELLEMILS J911311"Ils S=ION So
SE 3A SECTION 30 SECTION 4A SECTION 48 SECTION1 SA
CORRESPONDING MAXIMUM PANEL LENGTH OL' SCHEDULE 2 REG" PANEL M_UFE SArETY PANEL 0 REGULAR PANEL 0 LIEL S&FETY . PANE 2 REGULAR PANEL 7E SAMY PANEL LLI
SCALE 3/8 ..1. SCAU 3/8--1- SCALE 3/8--1 SCALE '3x-I SCALE SCALE 3/r.1 =3
Ile@ 1/4's
SIX EMT 19 & 20 MR ANCHORS rfft ANCHOR rwe sa %w iq a 2o FoR Agw>on ryK a mom 1w TAPOW
I"Ity H come Zone) SMING MR !INSTALLATIONS KID WOOD um" FLORIDA BUILDING CODE (N�h Velocity JNwu come Zone) WAM% FM rmm"Mms wro WOOD ----PUA11 nAWA BUILDING; CODE (I*gh Velocity no cons Zone)
BUILDING CDDE (NIgh Ve SULDW- Aiam wAgaw 04 1 e� r � FIVW WJLDM MkL' WAM OL) 3 3 z
rJIL WIN AND moom 3 a opm 1113110A AC FAL.
2o GW ULVANM SM STOW PANEL MWO EDGE CtSTANCC ARE VICIRCOM 00 Ties 20 G" "LYAWED STEEL STURM POR
GW QALVANEEED 9M STORM PANEL FAIL ANCHOR SPACINGS NO MNLKM 3 Vw""Iye MwM WIN ANCHOR SPACNIGS
ON Two AC4
DIANIN SCHEDULE FOR E.D. LESS IF" WDICAMD ON P^-"3 IcW-ww awa 0.) 1 31/2 7.' N40, ACE
SCHWULE FOR ED. LESS THAN 00CATED ON 3 w-Dja AWCHOR SPACING W,
WA2115 SCHEDULE
No. 441 AWOL I& I= 9 PWMCtIDN PRODUCTS, LLC-
WIA.Tftym SPACING SNOW ON SCHEDULE 11LIEC01'"t. GLOBAL 5 $TRW owmv <
SCHEDULE REDUCE ANCFIOA SPACING Ff E., Ow FMM GLOBAL PROTECTION PRODUCTS, LI.C. (oz.
PR07ECTION PRODUCTS, U.C. INULDIPLYINC VACM SHOW ON SCHEDULE 11r: By THE DL100140 FACTORS. Flop THIS -
400 S.W. 81 ST= Iff THE FOLUMM FACTUM FOR - I 11LIEC01 4&M S.W. 51 %MIT f"PAIM TO HE POSSIRLE. REDUCED ONE IFLIA14 15-021
004111. AL 33314 OPERATION TO RE POSM& REDUCED Q%AL F%� 3M14 0164)NIN-11144,
MLff ifty" 15-021 ?W' (054)601-M� iS-021 i.FAcw owAR41 usfma rAcrop sFwai wor
FAX C*4)M SFACM OWAMM UVWC FACTOR SHALL HOT 9 11r a_
WA112-10-M. 4=11FI-M BE LEN THAN IAHWUNI SrACM DM"M r
ULM p"be (W4)80 PPr I - WA ang K LESS THAN w"Im SPACM INDICATED PIP x
FOR EACH ANCHOR TYPE ON MIS SCIMU M Fat IAC*4 ANCIM TVPE ON THE SCHEMAX i Ws-
17A -1
3 t/r A I
At am a or IS
'L
MAXIMUM A.S.D.
wx. PANEL LENGTH
MINIMUM SEPARATION
PANEL
FLONDA
DESIGN PRESSURE
RATING (p,&#.)
L (tL)
(SEE SECTIONS)
TO GLASS
CONDITION
nuen an
20
No. z
+55.0. -72.0
2 3/4'
UNBOLTED
GLM
IL ECOinc.
SHEET N
SH 102
I z I 18ATI Pi d lzmw, 70141 IM97,
951
VAI
S.S.
I
COW.
'o x 3/37'ilff..
7 'o 3/32' WING NUT t, 7.
0 12 I1r OIC. NUT WASHIER (MY0140)
$/4'11 7APODN 0 r D.C.
114*0 TAPOON 0 Or D.C.
W/ M) (STAGGERED W/ -STUID)
THREADED
=11=0 TLHVW0-4=M "'Oni MIDWIDTHI
9F PLAIT OF PLATE
PLATE WOOD PLATE
WOOD
0"
WALL MIDULM WALL
INSTALIATIM
NEW =a"=
AAW ALTERNAMM
Or NREGtRWM 1PANFL UFE SAFEW PMIEL
SCALE 31r-l- SCALE 3/r-I
J111M
1. 06'VLLMMS ARE ONLY VALID FOR SUILDINGS WITH A.SA OEMM LOADS
UP TO +GSA -79.0 P3F AND PPINELS LOWH LIP TO
2. FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE SOUTHERN
FINE NO. 2. W/ SPECIFIC MOM OF 0.55 OR EIDUAL-
8 1/4
24 )D* .2 -EDGE TYP
1WAL A
ITS
M elm
mox� GLM&
ism
PANEL LENGTH
ON 10)
(SEE NOTE. I BEIJOW)
MWI SRFA%%Ym
11
TO a�*n
-(sa
ON OHM is)
;(4'f-2Dx
I M.S. W
A
1/4-0 TAPOOW
S* O.C. W/I I
'fkEAM
MIN.
PENEMRTION AT
MOVIOM OF PLATE
.7,
114=5 Ms. 11
+.
F
mr, --
WAISHEIT! 4, 12 1 O.0
.
114-0 TAPOEN 0 6- C.
Of PLATE
kLLAMN
WOOD PLATE
PLATE
LLATIGIN
7AW 0 REGUIAR
WALE 3/8--1
lu
PALNFL
111FIE SAFETY
78W
PANEL
SCALE 3/8'-f"
;I[s] Z 14 lk I &V VITAPAN I *-WI(I I IN- U Z [eW-1 ISM! WER I
sm
AM A -AU
WIADE SO Moo"
0-00 GAIN.
(D Smu PAN
4ELIT
ffamEw VIIEW DETAIL A
AbIAMIED CORM 0 ENDS OF PAIWEL'S
END LIP W/ HEMMED EDGE.
125'
-A
"z3n(1MW ALUbL ANGLIE
A
Ow Or)
STOP BAR
i I* LONG
0063-75 AkwL ALLOY
MAXIMUM ASAL
DEC&=
so%W=m
GLASS
TO
+UA -7L3
70, OR LOS
2 ellor
SOLITED .
rW 3W
+4" -713
w an LESS
2 ?/V
OXTED .
aw. LIL K& TRINTlIMIXT OMILAP 4 4= OF POSIL WEEK
=,up. FINL
KIAL LY
2.0 DO*
L�2.000 -j
J"
REVERSED OV TRACK
PMEL NQI=
I IT4 WOE
awl AhM. ALLOY
HEADER
IIIL THREADED
a WOOD
PAI;i miT.
(SEE am I BELOW)
t:t4 S. MS. W/
. NUT
Meow)
REVIERSED."U"
TRACK
r
2AW
L
IV FJA I Vill VIVIPAIM81 *I le!Z IxoN
MI cjIl `611 i1j: *F-Aw
MOOM ANCHORS IN FM L V. 3 Iff
vpcow C"-w FMIL� FIRMS a POSLAOM PAS
APPLIMOLE To
gwTv" f a
AW COMOWMN
OF IRBIL
lik%V" Fmi§L
AMMM
Pw
(P�f)
v comoom
CONCIM
70 "M
10 Comm
comamm
111,00K
10 ",I'm
w CONCRETE
IlUDOK
10 ODNCNM
110
Ir
N/A
12'
N/A
12*
WA
12*
N/A
I* a r (TOP)
10,
r
4.
5.
I
Ir
3.
12'
51
N/A
NIA
N/A
MIA
R/A
N/A
12 1/2'
it"
2' (BOTTOM)
7Ox OR LESS
RA
4 1/2*
N/A
4 1/2'
N/A
4 1/2-
N/A
V (TOP)
Ir
N/A
12*
WA
9 11r
WA
9 1
N/A
I
s MoIrlam)
Ir
N/A
112*
WA
"/A
12*
N/A
e 00p)
12"
12,
9 11r
Ir
IT'
12!*
IT'
4' (1101713M)
I"= 70 SLID P^f. "A Gum PNMM MTM
A OU OW 29 FOR MCUM TW`[ A VACM FOR NCLULAMM NIS TEDIS
FRAME: IULOW
WOMM 1 N Ind I WPM= AM � BAR[ OWIMM AM MMO ON im
LL rAm lowim ft SCHEDULE IdD= AMOM
l iff WED=I ON SCMDM w w roumom AWMAIL MR
7m QFMMM Ma" owim VIA" mwm u�
IM BE I= THAN � VADINIIII OMCM POR ITACH A�OM IPIPE AT
ANCHORS u3mm
1/4-0
1/4'a
114-8
1/4-0
ANCHOR w
upow
PA�
aw"
ME. MOM wans w
3
3
3
1 Id2
w@awM=
[*.we% Do
3
3
3
a
OA NEW
3
31/1
31/1
4
Ilr
I
to
IAO
+ amum Mac owma offoom sonam of A 1
AM 10 BE. 11r
++ FMWM mw. offumm WINDOM 1101
NO !Z TO W 3116' 1 3/1 W.
Of PANEL. It
Mac
fLOXM &WPM CC" (MW Volodly Humfcane
-WIRVA11,1111k 11401 MIN
t/2'
ta-�j 111101111.10--
Mh SEPARATION
iii CLAM
-cm 904DILAS
ON Sow is)
GLASS
TAPOCIN 0 r O.C.
moc
PAWL LENGTH
"am I act -ow)
WOOD PL UA'# 3/32 MNG NUT
21.4 ALE I
ITE WASHER 0 6 ;/4' O.C.
QUIRED
1
#14-10 FANtIMATE P
0 6 1/4- O.C.
1
MIN. THREADED,
AT MIDWIDIN OF PLATE
INSTAUATION
WALL M_QUN71NG
ALTEM&W aAW
6 REGULAR PANEL
SCALE 3/8'-1
Mi=
1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH! A.S.D. DESIGN LOADS
LIP TO +55.5. -720 PSF AND PAHIVS LENGTH UP TO W-r.
2. FOR NEW MOOD FRAME CONSTRUC77: *000 MEMBERS TO BE SOUTHERN
F4NE NO. 2. W1 SPECIFIC DENSITY CT 0 55 OR EOLIAL
1,4 TAPCOH 01 G" 0 to
W/;O - MIN .
1/2 RRILAI)LO
PENEFF154310 AT WOOD
HEADER
WOOD HEOPP
REQUIRED
am
1* max,
PANEL LENGTH
(SEE NOTE 1 BELOW)
S.S M.nL�-
7/6-*NUT3/j2*
WING
v
WHIG Rul
0 PLATE �3/32
WASHER 0 (SEYOND)
SPENT
'14-10 8103
/Ei PLUS:
IT
. . _T
MIN. THREADED
AT MITANUTH OF PLATE
WALL
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(2). VGS=LBESHAU. ALWAYS A CONNECTED TO BOTTOM TRACK OTHERWISE A STOP &AIR
PROVIDED AT TOP OF SUCH PANELS.
(3). IF END PANES ARE CONNECTED TO FIOI'OM TRVX. CONNECTOR SHALL CONSIST OF
1/4-0-20%3/4- M.& W 7 -OK3/32- WING NUT OR 1/4'01.3/4' MIn. THUMBSCREW
INTO TAPPED BOTTOM WLOCATION OF FASTENERS MAY DE AT EITHER OF TWO
EXTERIOR FLAJ FLANGES OF END PANE1-
(4). IN CASE THAT FM PANEU ARE NOT CONNECTED TO BOTTOM TRACK (;e. A SIOP BAR
IS ONLY USED AT TOPI AT LEAST TWO PANELS SHINILL BE CONNECTED TO SOT] ON TRACK
USNG SPECS INDICATED ON NOTE (S) ABOVE. IN SUCH CASE. CONNECTION OF PANELS
TOI BOTTOM TRACK MOky OCCUIR AT ANY PANEL LOCATION-
5). SEE SECTION 1'. 3' & 4- ON SHEET 24. SEE ANCHOR SCHEWILE ON SPIEET 25
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NO :
E - Z HANG SMRM PANEL SYSTEM CONSISTING OF PANEL +
TRACKS AT TOP & PANELMATE PLUS OR 116' LONG
NOTTOM W/ PANLLMATES.
(2). ENO PANELS SHALL ALWAYS BE CONNECTED I. E ITT MEANS OF
Lr. ST-
PANELMATES OR, IF USIEDPNFLY W/ 15- 1.. AT BOTTOM. 04D PANELS
T W 7/8:px,/"2,
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II (ON OUT END PANELS ARE NOT CON ECTED TO BOTTOM sw BAR
SHALL BE PROVIDED AT TOP OF SUCNH PANEU-
(4). FOR INSTALIATIONS WHEN END P94ELS AND SOME INTERIOR PANELS APE DIRECTLY
MOUIRTED TO EXISTING SILL WALL MEANS OF PANELMATES, ONL INTERIOR PANEL
AT BOTTOM ATTACEIING BOTTOM TRACK TO WALL.
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9.1) MiNiMUM EMBEDMENT OF VPODN ANCHORS AND PANaWTE FEMALE 0 a PAMELMATE PL.US INTO CONCRETE
1. E-Z HANG STORM PAHEI 15140`014' ON THIS PRODUCT EV"ATION DOCUMENT (P-C-D-) WAS SEEN VERIFIED FOR COMPLIANCE IN
BUDGK SHALL BE 1 1/4'.
ACC4RDANCE WfTH THE 2014 EDITION OF THE FLORIDA BUILD14G CODE.
DFSKA WIND OADS SHAU RE DETTAMINED AS PER SFCTM 16"OF THE ABOVE MENTKIRW COOL
8.2) MINIMUM EMOMMENT OF 1/4-0 X 718' CALK -IN ANCHORS SHALL BE IS 7/8" IWO CONCRETE.
NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
R MI& AND
F�R A INC SF'-ED AS RECUI ED BY THE JURISDICTION VO4ERE THESE SHUTTERS WILL BE IN
ron A 01wrTIC1441111, FACTOR Ka-0.85, USINO ASCIL 7- 10 FOR 06TALLATIONS UNDER 2014 SH1&u
1/4' 41-20 35 MODWAX BOLTS USED 94ALL RE LOW ENDUCKSWULO ANY FINISH MATEFSAL EIOST) TO
NOT LYIaED Thr MAXWW (A.S,D) DESIGN PRESSURE RATINC-S INDICATED ON SHEETS 25 & 26.
DOW" 3/4 INTO ANCHORS.
IN ORDER 70 ARIrr THF. ALUM L ULTIMATE OCS)GN WIND LOADS DFIEF&W" PER ASCE 7-10
SHALL W FIRST RELAXED 10 A.�;.D. OMAI WIND LID" BY MULTIPLYING THEM By OS IN ORDER TO
8.3) IN CASE THAT PRECAST MwL OR PRECAST CONCRETE PANELS BE FOUPID THE
ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SlRUCWR1E WE D SUCH PANELS.
TO CDWARE THESE E/ mm. (As.o) DeStak -RESSLW. RATINGS INDICATED ON SHCM 25 & 20.
SHALL BE A$ MENTIONED IN 8.1) AND IN IL2).
IN ORD171 10 I&RIFY THAI CUMPONENTS AND ANCHORS ON THIS P.EA AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE
IN AUDWAaa SrRMS rOR WIND LOADS WAS JJQL USED IN THEIR AINALYSIS. FASTENERS VIPACING To WOOD HAS BEEN
(C) ANCIRDIRS SHALL BE INSTALLED FOLLOWING ALL Oir THE RECOMME]IODANIONS AND SPECIFICIIINIONS OF THE AMC140"
DETERMINED IN ACCORDANCE WrTH NDS� 2012.
MANUFACIURIER.
STORM PANEL'S ADEQUACY FOR IMPACT A14D FATIGUE RESPST44M RA-1 BEEN VERIFIED IN ACCORDANCE WITH SECTION IOU OF
11. IT SHALL BE THIIIE RESPONSIBLITIT Of THE COWRACTOR TO VERIFY THE 3OLINDINESS Of THE STRUCTURE WHERE SHUTTER
TIW A"X� mEqpjNED CODE As PER FENESTRATION TrSnNG LABWATORY. INC� RLPORT # 2032. AS PROTOCOLS TAS-2D1,
IS 70 BE ATTACHED TO INSURE PROPER AN04DROGL THIS,SHUMER SHALL ONLY 61 AITACHIED 70 0ONCRETEV BLOCK
TKI-207 AND TAS-203.
OR WOOD FRAME BUILDSM.
2. IMIS SYSTIEN HAS BEEN :)t"JCNFD TO BE 114STALLM ON THE OUTSIDE OF THE O"G ACCESSING THE OPENING FROM THE
INS DE W10 TIIE USE Or A LArA*R OR UFTL THIS APPLICATION IS VALID WHEN THSTAILTATTE" IS INTENDED M BE PERFORMED
12. THE INSTALLATION CONTRACTOR Is. To sWdAaAx ALL sHoullIER COMPONENT EDGES *NO4 REMAIN IN CONTINUOUS
FRI41 THE INSIDE OF STRUCTURE-
CONTACT WITH THE BUILDING TO KIM" . CA" AND SEAL SHIFITTER TRACKS ALL AROUIND FLAT.
URAITH.
3 ;.k.RIrS 1000 INSTALLATION IS Al 'PLICABLE To SINGLE AND D"LE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED To BE
13, STORM PANEL OWAUAT04 SHALL COMPLY WITH SPEC!; INDICATED IN YNIS GROWING PLUIS ANY BUILDING AND ZONING
PERT-ORMED FROM IKE INSIDE. Of STRUCTUK
REGULATIONS PROVITIOM BY THE JURISDICTION WHERE PERMIT IS APPLIED TD,
4. SEWS 2000 INSTALLATION IS AtVUCABLE To SINGLE AND DOUXE HL04G 00 TIOR17ONTAL SLIDERS STCLE WHOM WHEN
SYT
14. ATRIUM WIPIDOWS AND DOORS. W- E - Z KAM STORM PANEL TERF" IS PA'Dff M=a
IN57A"AlICIN IS REWIRED TO ELE INERFORMIED FROM THE INS" OF STRUCTURE.
M DIRUSIO"S To BE SGW-T5 ALLOY AND TEMPE . (UNLESS OTHERWISE NOTED)
S. ALL ALUMNU R
15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS EHW*EER 6 GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS WAATIE PROM THE P-CM
a. ALL ALUMIRW SPIM METAL USED Al CLOSURES SHALL HAVE 3105 --H14 ALLOY.
(b) CONTRACTOR TO Of REW06W FOR THE SELECTION, PUIFIICHASE AND INST&ILATION Hum" LIFE SNFM OF
fUff STEEI ASTM ADE Mii, GALV ZED STEEL
ALL STEEL q*TT METAL PANELS SHALL HM STRLX7UT�AL OU A-W rR 50 AT*
rpm PRODUCT BMD ON THIS P.E.D pRomm NE/SHE 000 NOT DEVATE FROM THE comnorms DETAILED ON
TP" DOCUMENT CONSTRUCTIGN SATFETY AT SITE IS THE CONTRACTOR'S RESPONSSNJYY.
X--WTION W/FI- 58.5 In (AFIER RO'LIED).
8 ALL SCREW", 10 FIE SIAJAESS STML 304 OR 316 AIS SERIES OR CORROSION RESISTANT COkTED CARBON STEEL AS PER GIN
(c) THIS PRODUCT EVALUATION DOCUMENT WPL 13E CONSIDERFID INVAIJD IF MODFICD.
T�F,4 AND go ie, TENSILE STRENGTH & C PLY W/ 8"NG; CODE 2411-3
W18 W/ So ke, rEIL) % SHALL Dom FLORIDA SECTION
(d) SITE SPECIFIC PMMTS %WL, BE PREPARED By A MORLDA REGITTIETTED ENGINEER OR ARCHITECT WHICH WLL
9 BOLTS TO OF ASTM A-307 GALVANIZE() STEEL. OR ATS4 304 SERIES STAINLESS STEEL. WON 36 Tell MOMA)M YIELD S7RENGTH.
BECOME 714E ENGINEER OF RECIORO (E.GA) FOR 11HE PR(MECT AND WH(T WILL BE RESPONME FOR THE PROPER
USE OF TNE pJAL DIORNEER OF KOM ACTING AS A IDELFIZAMED ENGINEER TO THE P-M ENGINEER. SHALL
SUBMIT TO TW LATITER THE gn SPEC*V DPAVNM FOR Al2VIEW.
10. ANCHORS M Aft-1 SHALL HE AS FOLLOWS:
(A) jMXM6-MUf= =AWOL
(e) THIS PXJX 94AU BEAR THE DATE AND ORIGINAL SEAL Moo MMURE OF THE PROFESSIONAL ENGINEER OF
1/4-0 TAPCON ANCHORS AS MANILAFACTURED By I.TW- MUDEA, INC. (MIN. O'c-3192 Pzl.)
RECORD 'THAT PREPARED ff.
1/4- 0 )t 7/8- CALX-IN ANCHORS, AS MANUFACTURED By POWERS FASTENERS PC (MIN- rC'3GGG P-*�,)
IS. STORM PANEL MANUITACTUITER'S LABEL SHALL BE LOCATED ON A REAMY WMBLE LOCATION AT STORM PoINEL IN
C7
I 14-10 PANELMATIE FEMALE 0 & pwjWr PLUS ANCRORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROM S.
ACCORDANCE WITH SECTION 1710AL3 OF FLORIDA BUILDING COIDIF. ONE LAM SHALL BE PLACED FOR EVERY OPENING -
(I"--JSw P.&i.)
LABELING TO Cou LY WITH 1 10 2
ELw
Aj) MINIMUM EMBEDMENT or TATICON ANCHORS IWO Poum CONCRETE SHALL BE 1 3/4' *0 2* FOR PAW TIE
FEMALE ID & PAINELMATE PLUS.
A_,) mite" ENTBEGmENT OF 1/4'0 X 7/8' CALX-IN AW>fORS SHALL BE 6 7/8' INTO CONCRETE. NO FUSIEDMIENT INTO
ANY SH MkTERAL SHALL SE PERIMITTED.
FINIS TER r) TO E 3/4-
1,/4 &-2o SS SIDEWALK ETOLIS USED SHALL BE LONG ENOUOWSROIAD ANY FINIW MA LAL Dn 04W
AWHORS
A.1) A CASE ;HAr PRE(ASI SICW- PRCCASI CONCRM PANELS, OR PAVE" BE FOUND ON THE DOSTING WALL OR
"OR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN TIRUCTURE GOOND SUCH PANELS. ANCHIDPAGIE SHALL
Be AS MENTINIED IN A-1) NO IN A-2).
(B) TO EXISTING CONCRETE AIGIM VIL
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OUNOW CODE v r N
1/4- 0 7APCON ANCHORS AS NIAHUFhCTURED BY TT.W BUILOCK, INC.
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Ima m PC- WIN THIS DOWM09 (PAL) HAS IIEEN VERIFIED MR COMPI.IANCE 01 ACCORONCE
AN11CHORS, AS MANUF.ACTURED of I.T.W. BULDEX. INC.
WITH THE =4 (ft EOITII OF THE FLORIDA KUM OWE THIS S111ORM PANEL SHALL NOT K INSTALLED AT HIGH
#14:10 PAMEILMAIK FEMALE 0 AND PAPIELMAITE PLUS ANCHORS, AS MANUFACTURED BY BLOD CONSTRUCIRON Mmxls.
VELOCITY HURRICANIE ZONES (MIAM-DAIME I WWWJID COUNTIES).
1/4 0 LAO SCAMS PER KD.&
DESIGN WAND LOADS SKILL K DETERMINED AS PER SECI 180 Of THE ABOVE MENTIONED CODE. FOR A BASIC WAND
7/t 610 It 5/8* MOD SUSHINIG, AS DISTRIBUTED BY ALL POINT SCREW. DOLT St SPECIALTY CO.
SPEED AS REQUIRED BY THE JURISDICTION WHERE SFUM PANEL WILL BE INSTALLED. AND FOR A DIRIECTIONALITY FACTOR
KD-OAK USING ASCIE 7-10 AND SHALL NO DICED) THE MA)MIUM (XSDJ DESIGN PRESSURE RATINGS INDICOM ON SHEETS
C.1) MINIMUM THAERDED PovemlioN INTO WOOD OF TAPOON AmmoAS SHALL BE 1 1/2' AM 2- FOR CLOD PAHELMATE PLUS
3. 9 TIM 12 & 17, 1&
AND PANEUMALE FEMALE ID.
14 ORDER TO %IERM THE A8010E CONDITION. ULTIMATE DESIGN WOO LOADS DIVISINAINED PER ASCE 7-10 $HALL BE FIRST
REDUCED TO "D ZESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE A/ MAX. (A.S.D.)
C.2) MINIMUM THIMEADED PZNEWTIOM OF LAC SCREW, INTO THE WOOD FRNME UWr SHALL K 1 1/2. No THREADED
DESIGN PRE39UFNE ROOM INWATED ON SHEETS 3. 9 IHAIU 12 & 17. 118.
PENETRATION INTO SIUCCD SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADIED PENEM11ITION.
IN ORDER TO NEMFY THAT ANCHORS ON THIS PJA AS TESTED, WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
STRESS FOR WIND LOADS WAS = USED IN THIM ANALYSIS. I'ASTENERS SPACING TO WOOD HAS BEDI MYOUMM IN
C.3) MINIMUM EDGE DISTANCE OF LAO SCMEM HID WOOD SMALL 13E AS INDICATED IN NIS DRAWING
ACCORDANCE WITH NZ.S. 2012,
STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTARCE I" BEEN WORD) 0 ACCORDANCE WITH SECTION 1800.1.2 OF
c.4) wommum PENETRATION OF woon mismic S-PLL BE 511r. 1/4' #-20 SCREWS USED SMALL BE 1 1/2* LOW MINIMUm
THE ABOW HEMMED CODE AS PER AMIERICAN TEST LAB OF SOUTH FLORIDA RETIORTS fM4AI-01 AMID IN111.02-011, AS
SHOULD srucoo DasT. AND I' MINIMUM FOR WALLS wm No STUCCO.
PER SSTD 12-M & ASIM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPM #1123,01-10 AS PER
IAS- 201 AM TAS-283 PIRMCOLS. AND AS PER CAP CULATIONS PIEWORMED IN ACCORDANCE W/ SECTION I IIW OF THE
C.5) IN CASE THAT PRECAST SMNF- Cot PRECAST CONCRETE PANELS, sTucco OR WOW NQWS BE FOUND ON THE EXISTING
FLORIDA OUILDING CODE
WALL AAICHORS 94ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS.
ANCHORAGE SKILL K AS M04TMED IN C.1). C.2) & C.4)
2. ALL ALUMINUM EXTRUSIONS TO BE 600133-1411 AUftf AND TEMPEIL (UNLESS OTHERWISE NOTED). SEE SHEET 2
(D) ANCHORS SMALL BE INITTALLED FOLLOWING ALL OF THE RECOMMOMMIONS AND SPECIFICATIONS OF THE ANCHOR'S MANILFACTURER.
3. ALL ALUMINUM 94M METAL USED Ar CLOSURES SKILL HAVE .5105-H14 ALLOY_
S. PANELS MAY AII.S0 BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA71ON DETAILS %V" ON SECTION I THROLCH 6 (SHEETS 4
4, ALL SrM SHEET METAL PANELS SMALL HAVE STRUCTURAL OU0cfrY STEEL. ASTW A-653 GRADE 80 MINIMUM. 0-50 WIVANGIMED
THROUGH 3) DMEPT THIFT HEADDI fir (ID SMALL NOT BE USED.
STEEL DESIGNATIM W/FY- 92.2 Iml (AFTER ROLLO)
9. ff SNALL BE THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY IME SOUNDNESS OF THE STRLX"E WHERE SHUTTER 6 TO HE
5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIES OR COMMON RESISTANT COATED CAN" STEEL AS PER ON
ATTACHED TO INSUIRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHE,) TO CONCRETE. BLOCK OR WOOD FRAME
BUILDINGS.
500111 W/ 50 IW YIELD SM04MH AM 90 Its! TENSILE STFI AM SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
2411.3.3.4.
To. EACH REGULAR STORM PA14EL WrN LENGTHS OVER W. AS PER SWIMS 1. 2. 4. 5. 6 AND ALTERNATIVES IV. 3W & 4W ON
SHEETS 4. 5. 6 Ac 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MW04G "MUCTING OWNER OR TENANT TO
BOLTS TO BE ASTIA A-307 MVIRIUM SIIEEL OR AISI 304 SORICS STAINLESS STEEL WITH 36 W MINIMUM YIELD STRENGTH.
SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNRNG�
7. ANCHORS TO WALL SMALL BE AS FOLLOWS:
It. THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER COMPONENT MGM WHICH RUM IN CONTINUOUS CONTACT WITH
THE BUILDING TO PREVDIIT WM/'PM INTRUSION.
(A) ZLECUWLJ��-
- 1/4'0 TAPOOM ANCHORS AS MANUFACTURED BY I.T.W. BUILOM IND. (WrL t'c-3192 pAj.)
12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INWATED IN THIS DRAWING PLUS ANY BUILDING AND ZONM REGULATIONS
- 1/4' 0 x 7/8' CALK-M ANCHORS, AS MANUFACTURED BY POWERS FASTENERS INC.
PROVIDED BY THE JURISDICTION WHERE POW 6 APPLIED TO.
- 1/4*0 x 3/4' SOLID--$ff AN040FA AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
(WIN. re -MOO P.&L)
13. (a) THIS PRODUCT EVALUATION DOCUMENT (OZA) PREPARED BY THIS ENGINEER 99 GENERIC AND DOES NOT PROVIDE INFORMA17ION
- #14-10 PANELMATE FUME TO & PMELMTE PLUS. A!"KIRS, AS MANUFACTURED BY LICU CONSTRUCTION PRODUCTS.
FOR A SITE SPMWK PROJECT; ;.o. WHERF THE STIF CONOFTONS DEVIATE FROM THE P"
- 1/4-0 ZAWAC k0JUN AHCHORS. AS WANUITACTURED BY POWERS FASTENERS. INC.
(b) OONTRACTOR TO BE RESFONSIBLE FOR THE SELECTION. PUM'HASE AND IWALLATON INCU.VNG LIFE SAFETY OF THIS PRODUCT
A.1) MINIMUM EMBEDMENT OF TAINCON ANCHORS INTO POURED 00NORIEFE SHAU. BE 1 3/4; 2' FOR ELCO P ANUAATL AND
BASED ON THIS PSA PRIOARDM HEISHE DOES NOT DMTE FROM THE CONDITIONS DETA4.0 ON THIS OmwxT
CONSTRUCTION SAFETY AT SITE IS THE CONTIRACTOWS RESPONSM)rY
1 3/4- MR ZAMAC MAIN ANCHORS
(*) IRS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOUTHED.
A.2) CAUK-4M & SOUD--SET ANCHORS SKILL 13E EMBMDED 7/8* INTO THE POURED CONCIRM NO EMBEDMENT INTO
STUCCO SHALL BE PERWITTIDL 1/4' 0-20 SCREWS USED SMALL BE 1 1/2 LONG MINIMUM WOULD STUCCO EXIST.
(d) SITE SPECIFIC PROJECTS SKILL BE PREPARED US- A FLORIDA REGISTERED DOMM OR AnH(TIECT WHICH WILL BECOME THE
AND I' wNimum FOR wALLs w"m NO STUCCO. W MAY BE HEADED SCREWS OR ALI THREADED SCREWS W/O WAD.
ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT NO WHO WILL BE RES10ONSIBLE FOR THE
BUT WITH WING NUTS.
PROPER USE OF THE PYJX 04ONEW OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
PA& DIGINEM WALL SUEIMIT TO THIS LATTER THE SITE SPECIFIC DWWAM FOR REVIDIT.
A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANICA PAVERS. srucco OR WOOD Bomm BE FOUND ON THE
MTING WALL OR FLOOR, ANCHORS SMALL K LONG DOUGH 71D REACH THE MAN STRICTURE BEHIND SUCH PANELS.
THIS P&D. SMALL BEAR THEE DATE AND ORIGINAL SEAL AND SIONATURE OF THE PROFESSIONAL
ANCHORAGE SMALL BE AS MENTIONED IN A.1) AM IN A.2).
ENGINEER OF RECORD THAT PREPARED ff.
14. $HUM MANINIAMU11111n LA11111L 9"L K wD&M ON A 4011011Y V1911111 LOWIDN AT ST1011111
- 1/4- 0 TAPOON ANCHORS AS MANUFACTURED BY 1. T. W. WLDEX. INC.
P01101. SHUT= IN ACCORDANCE WIN 3=111111111 171"2 OF RMIDA, OULDIND COOL ONE KAMM
OKI BE PLAOIID FOR 104111111' MMM LAWILINS 10 aliiki WN INP M I-710AL3 OF THE
- 1/4' 0 x 7/0' CALX--N ANCHORS. AS MAAWACTUIRED 13Y POWERS FASTENERS INC.
RAI" pUIUm CODE.
- 1/4* X 3/4' SCILID-SET ANCHORS. AS DISTRIBUTED, BY ALL POINT SCIRM. BOLT III SPECIALTY 00.
- 11114- 10 PAMELIARTE FEMALE To AND PMQUWE PUTS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
- 1/4- 0 ZAMAC WAIUN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS, PC.
0.1) WAIUM BADMAOff OF TAPOON ANCHOR& ELCO PANELMTES AND ZAMAC WAM ATICHOIL INTO THE CDNCHLIL
Hwus no Zone)
FLORIDA BWLDINO CODE (Non I#gh Voloaft W
BLOCK UNIT SHALL BE 1 I/W%
"s
a =a Ac
24 ONE GALVANIZE11) STEEL STORM PANEL
6.2) CALK-4N AT 9OUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE 19LOCK UNIT. NO EMBEDMENT INTO
STUDDID SWU K PERMITTED. Ile 0-20 SCAMS USED SMALL BE 1 1/2- LONG MINIMUM SH"D STucco DIST.
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B1I To BE CERTF90 W
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ARCHFW PRIOR TO SHUT
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SEME
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4
CONCRETE ANCHORS
STAGGERED W1 STUD
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COSTING POURED
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1. INSTAL4ATION ME ONLY VAUD FM MAX. AS.D,
TOP BOTTOM MOLINTINGS CAN BE DESIGN PRESSURE RATTING (p.s.0 AND PANEL LENGTH!
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AS PER SCHEDULES ON SHEET 3
INSIALLATIONL
2- FOR NEW WOOD FRAME CONSTRUCTION; WOOD
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SEE swrzm .250'
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FLONDA BUILDING CODE (Non NIgh Vitiocify Nu carmi Zonis)j
JNXM mc FAA.
NO 441 24 GAGE G&VANIM STM STM PANEL
L� I WAN IM
z
GLOBAL PROIECI ON PRODUCTS. LLC.
IL ECOme. 4M S.S. 2 SMW
mur lialm" & CNAIAONW =
n Abim 15-022
'W;;,�'* On- 1 1 amp" ko UNWIND
. (.,=- -4
_VV
Net
-ft, w
I #A.
F-9 F I
'T1 WE C = mc
Win.
SEPARAMON
TO GLASS.
SEE scHEOul
ON $MEET 3
12 1/2- O.C.
WOW ANCHORS;
SIAQOERED w/ STUD
M SCHEME ON
SHEET 11)
we WOOD
ATE REQUIRED
WALL MOUNTM DIRECT MOUNT
ALTERNATNE 2W
SCALE 3/111- 1*
NOTek
1. )NSTALLATION ARE ONLY VAUD F`6R MAX. A.S.D.
DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS
ALTERNATE 2W)
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
MEMBERS TO BE SOUTHERN PINZ No 2, W/ SPECIFIC
DENSITY OF 0.58 OR EQUAL.
SEE SCHEDLAE
ON *W 3)
PANEL U
(SEE SM
ON SHm"r
SPACER
EQ
c
ED
i., 1/2' O.C. (SIX TAKE #1 ON
11; Wx LONG Ailtimmum SPACE" 0
%!
SHMT 11.)
FAX.
.04TH
HOULE
XT 3) PANEL MATE FIEMALE 0 Olt PANIL MAIIE
PLUS (SEE SCHEDULE ON SHEET 11)
2"ite WOOD
PLATE RIVOUIRED
DUN= 111OUNT
W/ SPAM
ALMUM 2W
WALE 318-1-
SEE TABU f I Ott SKEEr I I FOR MAX. PANEL LENGTHS Ar
MAX. A.S.0 LOADS FOR IRS NSTALLATION.
I* UK SEPAIWAnom Ito am INDICATED
ON SHEET 3 MAY BE REDUCED TO Ile
AS LONG AS THE FOLLOWING CONDITIONS
ARE COUPLED WITH:
(1) MA)MAIM ASID DESIGN PRESSURL
Ram x +ao. -05 PALL
M omm mm PANEL Low" is
(3) PANEL INSTALLATION 6 ONLY
I I I FRAME WILL
BAD AN DUSTING
ZONO 1. 2 & 3 PER ASFM C
(4) $*MUATM VhUD ONLY FOR WW
(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
BUILDING CODE
VAX A,SO
DESIGN
PRESSUM
RATING
(P.z.f )
MAXIMUM ANCHORS SPACING FOR WIN EA PDT SCHEDULE BELOW
APftr_A8LE
To SOMIONS
. 11w
MAINUM
PAND.
UD4G1H
L.
(ft)
MAX. A.S.0
DES"
PRESSURE
RATIHG
(P _0
mkvmum memoms SPACING FOR WIN ED. PER SCHEDULE
APPLICABLE
SED"d
PAMEL
--m
(ft)
TAPWN
SOLID-SEr
I PANELIAITTE
FEMAILE
0
PAMCLMATIE
PLUS
I ZAWI LIN
CAIX-IN
UPCON
3OUO_wF
PANELMNII:
PEMALE
,
TO
I"
PLUS
I ZAMAC -NIMUM
CALK -IN
It 1.
OF THEM
co,�
w3w
10
on matm
-to
mom
Aga.
c'.&M
ou'am
to
To
-9
GUNWL
St
COMBINATION
OF THEM
To
am=
To
70
IV
to
mom!!
___4"
+45.-45
OR
LOS
13'
1i;
-
13"
-
Ir
-
13,
ir
3 -
ir
13'
Ir
13,
Ir
13,
1 cmp)
W-C
OR
LESS
1
+45,-45
TO
+65. -66
L
13,
ir
Ir
13'
13'
13,
Ir
13'
13*
I;r
13'
It I/r
I
Olt
LESS
13':
13-
Is,
__!
13-
1 1.
13"
13*
1 1.
13'
13'
1 (SOrTOM)
13'
13*
13..
0'
13*
-13*
13'
13,
13*
13*
Ir-
13,
11 11f
I
---
13,
13'
13'
13,
Ir
13.
13.
-137-
-1 3�__
-7-
13,
13'
2 (W)
13'
Ir
ci;
13-
13,
13
i3l
13*
13'
ir
11 I/r_2
(NP)
13"
13'
13'
Ir
13,_
13
13'
13,
-
1 i7-
73-7-
13-
2 (BOTTOM)
13,
13-
-IS'-
-31
13*
13"
13'
13,
13'
13,
Ir
11 1/2'
2 0101TOM)
13'
13^
13'
13.
13Z'
13;
ij;
13-
13'
13'
(w)
13'
1 r
13"
13r'
13-
13'
13'
13"
13'
13*
11 I/r
3 (TOP)
1
12 1/2-
6 1/4-
fe
12 1/2-12
1/2-
r -
F6 I/e
6 I/e
.3
3 (BOTTOM)
-
12 I/r
12 1
6 I/e
Ile
12 1/2-12
11r.
-
-
6 I/e.6
1/4'
3 MOTTOM)
6,
w
gr
a'
1 0*
7 1/2*.4
(TOP)
or
5 Ilr
r
jr
a-
6 Ilr
r
7 I1:rj
Ir
1.
6,
1 !r
4
Ir
-
8,
-
1.
-
4 (BOTTOM)
-
-
a.
-
Ir
-
4 (BOMM)
-
Ir
__
13*
13'
va,
13*
13,
3"
13*
Ir
13-
5 (TOP)
Ir
13*
13,
Ir
tr
0"
is,
Ir
13,
Ir
11 1
5
13,
Ar
�3*
13,_
13'
14*
is"
3"
13'
Ur
5 MmTom)
6 (TOP)
13*
13'
13,
1 r
13,
is"
Ir
13"
13'
13'
Ir
11 IM5
(BO170kQ
13^
--13*
13'
63,
Ilr
1'r
13*
13*
13"
13*
13'
-13'
IY
f3*
13,
13'
t3*
13,
13*
13"
ir
Ir
13*
13*
13,
11 1/2'
9 (W)
-
-
6 1/47
6 1/4'
6 1/4'
6 I/e
-
o I L4:.
6 Ile
6 morr.--)
-
-
6 I/e
6 1/4
6 1/4
6 1 /4-
-
-1/2-
9 1/4'
6 mm.
13*
5,
13.
10 112'
13*
1 71
13,
r
7 1/2
3 1/2
13-
4 IA"
1 cw)
TO
14!-4'
13*
r
13"
13"
13*
a 1/2'
13'
71/7
9 17?
6
1j,
3 1/2"
1 (w)
To
*,-r
1
13-
r
7'
13'
13'
.6P
13'
9 1/2
13'
9 1/2
10 1/2
7 1/2
IY
I (BOTTOM)
13*
7 i/r
Ir
13'
13*
10,
1'.
to,
I it*
IT"
Ir
a Ilr
I owmm)
;7-
1.
is,
7-
7 1/2
3 1/2
13-
4 1/2'
2 (W)
13*
r
Ir
13*
13*_
A Ilr
13'
6 Ilr
16 1/2-
6 1/2
13"
5 1/2*
2 POP)
13*
i'l*
13*
a 1/2
Ly
9 1/2
To 1/2
7 1/2
13'
6 1/2'
2 (wrrom5
13'
7 Ilr
ur
is,
13'
to.
13*
lor
I iv
a.
13'
-6.1/2'.
1 190
. -
ir
-
- -
r
-
12
-
5 t/2'
13'
9 1/2
s3"
9 1/2
10 1/2
7 1/2
13*
__17
47
6 1/2:
i Ile
3 (BOTTOM)
13'
7 I/r
13'
13"
13'
1 w
13'
Ior
I Iv
a.
1'.
8 1/2
6 Ile
6 Ile
12 I1r
6 Ile
-
..
-
12 1/2-12
1/2-
6 I/e
6 1/4-12
1/2-12
1/2-
-
-
6 1/4-16
I/e
3 (BOTTOM)
7-
13
7'
3 t1r
S*
'V
4 Ijr
3'
a 1/2*
3 .
4 01OP)
isiurixiwi)
7 1/2'
e
61
7-
4
a"
4.
4 1/2'
3 1/2'
6 1/2'
r
4 (TOP)
� (110fiiiij
5 fIr
-
7 112-.
e
IT. +
r
5 1/2-
-
7 1/2'
-
7-
9 1/2"
13-
FI-Ir
10 1/2
7 1/2'
13*
1 3.
13'-
13'
10'
13'
1 TO`
It*
1.
13,
a 1/2,
5 (TOP)
13-
13,
13*
6 1/2-
5
13'
13'
13*
10,
7/2
11'
a"
13'
6 1/2'
5 (BOTTOM)
-1
0 1 2
13*
r
1,
13,
13,
13,
a I/F
8
9 1/2
0 IL2�
Ir
5 1/216
(w)
4
14
6 I/e
16 I/el
6 1 /e
1
0 1/4
(BOM-)
SEE SWET 11 "OR Ape"Oft TK A SPACM MR WgAILAS04 WID WOOD PRIME
"Aww ANCHM SPACNM AND MMWM COME 01STAP" ARE &w.AjEo of THIS SCHEMA.E. FOR EAL
LE31- IMAN "i"TED On SCwGxU AEDUCE AhCH0R SPACK Sy NULI1PVM4 SFACM SHOW ON
SOHEDIU ey riE -,OLLOWNG FACTORS FOR THIS 0-0101110111 10 K POSME. RIMUCED SPACING
OOTAIMM WING, FACIOR SIW.L HOT BE LESS THAN M~M SWING MOM= IM EAM MOM TYPE
ON THIS .0119"
ANCHOR "PE
ofacof
1/4-o
1/4ve
1 fa
-44
1011,14MUM M404OR SPACING (ft)
3
3
1 3
1 3
2 Ilr
21/2
bn�
3
3
.1
3 I/V---
3 Irr
1 1/2
3 I/e
4
OWAMMOA)
ACTUAL am Daum (CO.)
-
FACTOR
0�3416
&.111
an
am
0.43
&10
3 Ijr
7
0D
SPACINCS ONLY 9 IS USED. SEE TARIF 11 FOR MAX. &S.D.
VAUD MEN SPACER
DESIGN LOADS MAK PANEL UM12WHEN SPACER USED.
A.&D. LOW
PAN&
LENGTH
40 PSF OR LESS
61-e
> 40 PSIF TO 50 PSF
> 50 PSF TO 60 PSF
r
�70_
wAx PANEL LDGTHS ARE OW VAUD FOR INSTALLATIONS
W/ SOW SET ANCHORS & W/ " SPACER AT 12 1/2' D.C.
FLORIDA BUMMM GOOIE (Non Woolty Hu eans Zom)
MIgh Ww* Hu
40"is aiwo PIC
IlLirLcoing.
24 QAA OLVANIZED STEEL STORM PANEL
riLL
art= In
GLOBAL PROTECTIM PRODUCTS, LLc.
4m to. 54 =or
MAL FL 33314
FMM CM4)=-7*W FAW OSOMP-M
%1"Amm""I"
9*1090"
15-022
�
NUMA JLUIT& AL
N
I--
mu 0 of is
.
I I I -
I
c/) -cu
-0 > c-
ED 2 =3
- CL
(D
0 2
CU -0
-6-0 (D CD
&-.
cn
cu
Q
cu
W
0 0
0
-0
CIO .0 LL_
4-0 ,_ ca
0 >
An
rO E a) 0
CL
:E cu cu
w
mi
z
z
cn-6--f
"m
(D
CD
(D
_f__
cu
>
0
CD
m
0
CL
cl)
cu
Lu
m
<
z
_j
SHEET NO.
SH
1A
JI
Im'I
A IIJ, 1,,
I Isr III P
mmarr mn.
MAX A.&D.
OESM
"WE
(PAI)
MAXIMUM ANCHORS SK%C$4 FOR MIN EA PER SCHEDULE BELOW
APPLICABLE
m SECTIONS
OF
MAXIM
PANEIL
111401114
v
(OIL)
MAI AI
-DESIGN
PRESSURE
RAIN
(pt.)
WMLM AW� SPACIND FOR MIN EAL PER SCHEDULE BELOW
TO
MAXIMUM
PAM
LENGTH
W
lApCCN
I =X�_=
I PANEUMAIE
FEMME
to
PAPNMJM
PLUS
I
zmvc-+I"
v;OI
UPCON
SET
PANELMWIIE
FEMME
0
PLUS
ZAMACNI
0"-N
*
ows�
To
m!
to
To
*
-
70
To
CMCMM
TO
OVW
To
WHOM
01
To
C"0192
70
-Or
10
10
mmm
OWDCWE
70
>+ft --w
TO
+75. -75
III
Or
13.
Ir
1
13'
Or
Ir
Or
Or
TO-
I (TOP)
1
5. -r
on
LEM
>+75. -75
70
+IlaI
Or
S*
IS
To OF
OF
13'
7715
1/2-
Ir
4 llr
I (TOP)
W-0
OR
LESS
Or
ft*
Or
33'
Or
Ir
13"
is*
13'
IT'
Or
10'
1 (BOTTOM)
13'
9 I1r
Or
13'
Or
1.
Or
9*
lor
7 1/2'
is,
a-
1 (BOTTOM)
13"
IV
Ir
13,
Or
13'
Ir
Ir
13"
12,
13'
2 (TOP)
13.
5*
13"
10 llr
Ir
8 1/2'
13'
6 1/2-
7 ll:r
5 1/2-
Or
4 I1Y
2 CTOP)
Or
W
Ir
Ir
Ir
Or
Ir
13-
12-
Ir
_L0:
to'
2 (BOW04
13'
7'
13"
Or
13'
0 1/2*
Or
9 1/2*
10 1/2'
7 1/2*
13'
8 llr
2 (BOTTOM)
Or
III
. 13,
13'
Ir
Ir
Or
Or
I Ir
12'
. Ir
to'
3 (1-)
13"
7'
13'
13'
1 .1 r
.9 1/2*
13"
0 1/2'
10 1/2,
7 1/2",
Ir
. 6'
3 (W)
N2 I1r
12 1/2'16
1/4*
18 1/4'
12 1/2'12
1/21
-
-
4 1/�v
6 1/4'
3 (801`110M)
-
-
12 1/2*
12 IIV
1 1/4'
6 1/4"112
1/2*
6 IIV
-
-
6 1/4'18
1/4'
3 (BOTTOM)
r
r
3,
Ir
a*
1.
r
6 1/2'
7'
"r
5.
1.
4 llr
4 (TOP)
-
7-
-
r
gr
5 1/2-
7-
13 1/2'
Ir
4-
4 J1r
r
6 1/2'
2 1/2-
4 (TOP)
1.
-
r
-
a'
-
$I
ar
a.
-
ir
-
4 (WMM)
a-
5 I/y
-
7'
-
4 (BOTTOM)
13'
W
13*
ir
Or
Ir
13'
13'
Ir
12'
Or
to'
5 oup)
13'
6 1/2'
Or
Ir
13,
Ir
IOP
7 1/2'
ir
w
5 (top)
13,
IT*
Or
Ir
13'
Or
le
13'
13,
12*
13'
to*
13,
7"
Or
13"
Or
9 1/2*
Or
9 1/2'
10 1/2*
1 1/2'
15'
3 (Wnmo
Ir
ft'
13'
13'
Ir
13'
Or
Or
Ir
12'
13'
lo*-�
13,
S.
13"
to I1:r
13'
6 11r
13'
6 1/2*
7 Ilt
5 1/2-
jr
4
a (TOP)
1/4'
8 1/4"
0 Ile
6 1/4'
61/4-
6 1/4-
6 (111
-
-
6 1/4'16
1/4-
6 1/4
61/4-
81/4-
41/47
0 1/4*
5
6 own-")
Or
711r
Or
13'
13'
1w
Or
III
It*
a,
Or
6 1/2'
1- (Tw)
>6 _r
70
Or
51
Or
to lIr
Or
6 lIr
Ir
6 1/2'
7 llr
5 1 �2'
1 r
4 1/2'
1 (UP)
TO
7-e
Ir
7 1/2-
Ir
Ir
Or
10 1/2'
Or
10 llr
1 1/2'
r
Ir
7'
1 (80110M)
Or
6 1/2"
Or
13'
Or
13"
Ir
JO`
7 1/2-
Ir
6-
1 (wrtom)
Ir
7 llr
Ir
13,
13'
iw
13"
iar
it,
or
13'
6 1/2-
2 (TOP)
13'
S.
Ir
to 1/2'
Or
s vr
3
TI/2'
7 11r
5 I1r
Ir
4 1/2'
2 (TOP)
13'
7 llr
13"
Or
Or
10 11V
Ir
10 1/2'
11 1/2'
r
Ir
7-
2 jiRW
Ir
7-
13"
13"
13'
9 llr
Ir
9 llr
to 1/2'
7 1/2'
13'
8 1/2*
2 (BOTVOM)
Jr.
7 llr
Ir
Is,
13,
10 I/r
Or
to 1/2'
'
1 1/2'
8*
is,
7-
3 F&;)
Or
7'
Ir
Or
I r
0 llr
Or
2 11r
10 1/2-
7 1/2-
ir
6.
3 Crop)
-
12 1/2'12
1/2'
8 1/4"
9 1/4'
12 1/2"
6 1/4'
-
-
6 1/4
6 1/4-
3 (BOTTOM)
-
-
12 1/2 't2
1/2-
61/1-
8 t/4-
12 1/2'
61/4-
6 1/4-
6 1/4-
3 (BOTTOM)
7 lir
3 1/2-
B-
6'
7 t/2'
4'
r
4 1/2'
5'
3 1/2'
7'
3'
4 (TOP)
7'
3'
a"
5 1/2'
r
3 1/2"
9"
V
4 112-
r
15 llr
2 1/2-
T?FOP)
a.
A4
(901701
Ir
-
-
1 1/2'
-
a,
- I
a' I
- 15
11r I
-
1 7' 1
-
4 (BOTTOM)
13*
7 llr
15' 1
Or 1
Ir Ila
1/21
is,
00 111
t1r,
a*
Or
7' 111
(TOP)
13"
4 1/2
la
13
13
TO.
ir
IV,
7 t1r
Or
jr
5 (TOP)
73- -
7 llr
Ir
Or
13:
!14i
!r
7'
5 (BOTTOM),
13'
7'
Ir
13'
Or
9 1/2'
9 1/2-
10 11
7
5 (BOTMW
T--
7-r-
13
7 i/r
13'
; ; 1
;i
;3"
[1!0
i/2
71 if
Crop)
13,
5-
Or
-
Or
6 IA*
Ir 16
1/2-17
-
1, 0�
i i/2'1
Or
1/2'
6 (TOP)
6 1/4-16
1/4!'1$
1/4-16
1/4-1
1
16
1/4-16
114-16
-
6 1/4-
6 1/4-
6 11
6 1/4-
Ile
a (Wff.-)
OW 11 FOR 44MM TIVE & VACM FOR OWAUAMM 1100 WOW M%g MOM.
wwm ANCHOR SPAM= me mmum on ammvct Am tom7m ON INS SCHOOL" FOR La.
LM III 100= ON $MMU FAD" AMMM SIVOM IN OLIrLYM VRI** -VA ON
ICPOUU 11Y IM FPAOWM FACTORS. ME THIS CPNKM 19 N POSIMLL INDUCC "a
oemn usm FACTOR Mu NOT K LM IT" WHOA vmw mmm MR COOK IS m M
ON III SMOYAL
ANCHOR! m
114*0
I/re
I/ro
Ille.
'leg
1
I/Ve
FBI 0
WEM MOM VACIO 01
_3
3
3
2 I1r
21/2
-vI
IN- 00
-3
3-
3 7re
3
3 llr
3
3
a llr
a I1r
3 In
3 I1r
4
oil
am
6m
MOO
1.00
-
I
SPIACNIM ONLY \wm III SPACER: USED. SEE TABIF 1111011I Its.
DESIGN LOADS & MAX, PANEL WJ NIS*N SPACER ff-IS
ASO DOM LOAD
MAXIM PAIMEL,
Lumm
40 PSF OR LESS
6--a-
> 40 PSF TO 50 PSF
6'-2-
> 50 PSF TO 60 PSF
V-1 0'
A MAX PANEL. LIENGTHS ARE 01 VALID FOR INSTALLATIONS
W/ SOILID SET ANI & W/ "SPACER AT 12 1 If D.C.
/1� kk. FLOF40A BUILDING CODE (Non High Velocity Hu cone Zone)
&am lxmn m
24 CAM "LYAMIZED STEM SION PANEL
FJIJI..
OFAM w
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WALL WOURnIMM
1. WALLATION ARE ONLY VAUD FOR MAX. AS.D.
DESIGN PRESSURE RATINGS (p.mj) AND PANEL
LENGTHS AS PER ELEVATION ON SHEET IL
2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD
MEMBEF5 TO BE SOUTIOCION PINE No Z W/ SPECIFIC
004SFTY OF OM OR EQUAL
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CLASS
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SEE avxmm (Sm Mwoohi
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FLORIDA BUILDING CODE
V Mo.
PANEL LENGTH
(Sm Emnow
ON SWAT 12)
FLORIDA BUILDING CODE (Non Rgh Velooft Hu cane Zorj
S dims RLRM M FAA.
lo.44167 . 24 GAOZ GALVAMW SM STORM PANEL ORION ft
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GLOBAL MOITCVON PIMUCTS, LLC. CAM
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SCHEDULE FOR REGULAR STQRM PANEL mINUALLATIONS INTO WOOD, STRUCTURES
(VWD ONLY FOR PANEL. &INSTALLATIONS AS PER ALTERNATTVIES 1W THRU 4W. ON SHEETS 6 & 7)
MAX. A.S D.
DESIGN
PRESSURE
FIATIN 0
MAXIMUM ANCHORS SPACNO FUR I - AS SHOWN ON SHEETS 6 A 7
TO
ANY
OF THEM
MAXWUV
PAMU.
LENGTH
17
(110
TAPCON
LAG SCREW
PANELMATE
FEMALE 10
PANELMATE
PLUS
WOW BUSHING
13,
Or
Or
13,
13"
(TOP)
13,
Ir
13'
13;,
Or (BOTTOM)
6 112-
1 1/2'
--
6 1/2'
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6 lIr
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-
6 1/4'
12 1/2-
6 1/4'
(WIT1
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(I-)
OR
LIESS
8.
1.
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(OMTOM)
13'
13"
13,
13*
+4%- 45
LESS
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Or
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Or
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(BOTTOM)
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13'
13'
Or
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6 1/2*
6 1/2*
6 1/2-
(top)
4 1/2-
6 1/4-
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6 1/2
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13,
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DESIGN
PRESSURE
HATING
(P 01
MAXMM ANCHORS; SPACING FOR CO. - AS SHOWN ON SHEETS 6 & 7
TO
ALTEANAI
OF THEM
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PAI
(OIL)
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LAG SCREW
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FEMALE to
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PLUS
WOOD BOUSHING
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13,
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13'
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1:11111
(m)
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1.1,
6 1/2'
a 1/2'
6 1/2'
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6 1/2-
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6 1/4-
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12 t/2"
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TO
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13'
13"
10'
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1 1/4'
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0 1/2-
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12 1/2-
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211 (111
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1/2
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7 1/2.
7 1/2
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311 (TOP)
1.
a-
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13'
5 1/2'
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13"
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SEE TABLE 11 FOR MAX. XS,D. DESI LOADS & MAX PANEL. LEMTHS WHEN SPACER IS SEE TABLE #1 MR MAXL A&D. DESIGN LOADS MAX. PAI LDCTHS WHEN SPACER IS
USED. CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
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A
AI DESIGN LOAD
MAXIM PANEL
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40 PSF OR LEW
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> 40 PSF TO 50 PSF
6'-2-
> 50 PsF TO 60 PSF
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A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTAUAT)ONS
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12)
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CONCRETE OR
CONCRETE BLOCK
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LA WFw PA
WALL MOUNnNOS
SCALE 3/3-1"
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FLORIDA BUILDING CODE (Non High VOI Hu )cane ZAne)
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LAST FAHELG TO BIL INSTALLED AT EACH OPENING SMALL ALWAYS
PROAADED W/ REM HANDLE TO FALILTATE INSTAL.I.AlION DED
,0 BE INSTALLED FROM INSIDE OF STRUCTURE. IF NTEN
NOTES
(I). 20M E-Z HANG STORM PANEL S^(S-TEM
+ Cont TRACKS MO & SCTTOW
(2). END PANELS SHALL A CONNECTED TO BOTTOM TRACK
OTHERMSE A STOP WSS;L
8 L
PANELS. AR LL BE PROMDED AT TOP OF SI
(3). IF END PANFLS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
SHII CONSIST OF 1/4'41-20X2/4' W.S W1 7/8"ox3/32' WING
NUT OR "/4x-l/�4; Min. THUMBSCREW INTO IAII D BOTTOM
TRACK. FASTENERS MAY BE Ar EXHI OF W
EXTERIOR FLAT FLANCES OF END PANEL.
(4)� IN CASE THAT END PAWLS ARE NOT CONNECTED TO BOTTOM
TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
PANELS SHALL BE CONINECTED TO BOTTOM TRACK USING SPECS
INDICATED ON NOTE (3) ADM. IN SUCH CASE. CONNECTICIN OF
PANELS -0 80170M TRACK WAY OCCUR AT ANY PANEL LOCATION. J
t [INSTALLATIONS ONLY VAUD FOR WIND
SPEED UP TO 140 m.p.h.
BURMHO CODE
HurrIcone
3' VAX
so C4�
r--r-T-
(SEE SECrfMS A ALTERNATIVES ON SHEEM 13. 14. 15 &1
Jil-IIA/13. Pt-7A/13,11-3A/14. R-1 f3. R-29/13. w-39/14,
a/
*R-IAW/15. R-UW/15, R-UW/16. R-=V/I.% R-nw/l&
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-----------------
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FOR PANEL. LENGTH
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AT EA. CIVERLAFF
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(if/ OORM MID PAM UINPIN WM
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(W/o mistiv MID Mim. Lamm WI
A UK Z-.r MK PANEL LENGTH
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AT ALL, NVUNMM
tj- J Af- STUD . . . . . --- ----- --
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or 40 1 EXTERIOR L__PM NUT AT
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MO. R-IA/13, R-2A/13. III R-10/113. 1111-21111 R-30/14.
MIN. P-2AWI R-3AW/l& R-OWN/13. R-28W113, R-3&W/16.
1"
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SCALE 1/4'-1'
2.687'
110101 PANEL 0~0 WOME wum
----------
MAX. CNI
_ .- ----- L --------
t/4
--- 7z-
-
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LIFE SAFETY PANEL
EXTERIOR
SECTION A -A
SCA %
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SPEED UP TO 140 rn.p.K
1/4' MAIL GAP
REGULAR
STORM PANEL
Z
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11LIE C 0,,C.
24 GAI BALVANW SM STORM PANEL
DOM ft
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WIX/16
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REQUIRCID
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2
1 1/4'
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MAX
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-----
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GLASS
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it
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PAI LENGTH
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PANEL Unom"
10
ON SHEET 12)
(SM ELEOVION
Is
ON SHEET 12)
01 1 1 Min.
L/2
To (AA5S.
OLASS.
0 12 I/r
ot
4 4 2'x4' WO
PLATE
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1A li E L- z
REOUIRED
A
afflNA ALTEM
0 REGLIff PANELS 0 LIFIEE WSAERAIL
WALL MQUINnNGS
SCAZ 3/6-1-
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INSTALLATION ARE LY VALID FOR A.S.D. DESIGN
ON
PRESSURE RATINGS (p.s.f) AND PAI LENGTW AS
PER ELEVATION ON SHEET 12.
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
"3MS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
DENSITY OF 0.55 OR EQUAL.
1/4-# TAPOON.
N40HOR 0 12* OZE
tAPOON
R 0 r D.C.
V
PANEL
(SEE ELS
ON SEE
1/4-0 IAPCON
2.4* WCI
ANCHOR 0 9' O.C. PLATE
RECAJM
Wpm--2AW
AJANEI -q
...........
NA7W R-0
slaLffiff SAFETY PANEI
WALL UOUbMNGS
SCALE 3/0-1
ILORM BUILDING CODE (Non High V�SWI III Zone)
441
aim NLRM m
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24 UK OALVAN12ED STEEL MO PAMM
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TOWN. 11- 33M
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SCALE 3/8-1
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OR
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1. INSTALLATION ARE ONLY VALID FOR MAX. AS'D. PIESIGhl SHAILL BE 2'
PRESSURE RATING +/-. 40.0 p.s.f. AND 61 _O Mo
PANEL LENGTH.
2. FOR NEW WOOD FRAME CONS1;?LrT1ON: WOOD
MI TO BE SOLTHE.RN PINE Mo 2. W1 SPECIFIC
DI OF 0,55 OR EOUAIL.
ALUNvNUM POP
RWET
MAX
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SPANS ABOVE & BELOW OBSTRUCTION
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VERTICAL MOUNT
ELEVATION
2 (NOTCHED PANELS)
II N I- S.
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ALLOWABLE PANEL
ALLOWABLE PANEL
SPAN SCHEDULE:
SPAN SCHEDULE:
24 C�AOGE PANELS
22 GAUGE PANELS
-
- - PANEL
FASTENM e
PANEL
FAMNERSQ
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PANEL
FASTENERS 0
- - __ - __
PANEL FASTEN ERS 0
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12-V O.C.
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SPAN, NO
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STITCH BOLTS
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STITCH
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SPAN SCHEDULE NOTES:
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0
I ENTER SPAM SCHEMM WFTM NEGATIVE
I
+)
DESIGN LOAD & PANEL FASTENER SPACING TO
A
DETERMINE MAXIMUM ALLOWABLE STORM PANEL
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j
t
SPAN, SCJIEDUI E 15 ACCEPTABLE FOR USE WITH
POWTTW LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. *PI FASTENERS* ARE STUDS USED IN
+�
--- :;7)
0
;
9
CONJUNCTION WITH ALL 14OUNT114G EXTRUSIONS
('F--TRACK, STUDDED ANGLE, ETC.). USE 6.2-r
D.C. PANEL FASTENER SPACING TABLE VALUES FOR
�
ALL -H'- AND 'U'-MWERS (TNCLUDING BUILD OUT
1
CONDITIONS).
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3. LINEAR INTERPOLAI ION BETWEEN LOADS IS
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7.r
11S'
Lfi,T
9.r
ex
LIS-
low
-
6. 7.
44
4--immummm. 52
12.91
16. V
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9.0"
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7.6.
-11�Taxv
r.l"
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-
lLr
70
lLr
I&V
tj
113TRA-Pl'.Ir
16.0"
6.7"
I
114� 33
ILV
Mal
16.0"
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3.4'
1.2-r
1_0
_..
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ALL ,��
41
12.5*
16.
V
.I& -
(NON SEmm; PSI 03-Q
49
U.Pr
mccr
mr
mr
i�mm
16.01
10.2"
L3-1
* 011m
__
-
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-
12.r
12.r
Ill
12.r
I&I
LILL,
9.1"
12.r
ma,
7.5,
G.r
112.5"
I mr
4 r
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4J- 1
21 EPOW
r 33
12.r
16.0"
MCI
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16.W
-
16.0
14.r
1 12.P;
111.0-
k2 1E
Lc�. PANRMATF 41
12.5
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11.4"I
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10.1*
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7.r
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48
-
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,,, � 52
5!;
ai:6.
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164'
LOP
6.2"
-
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Mir
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4-i-
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DISTANCE
3116'. 1-1/� t��
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IS."
3-_
40
6.2r
7-1"
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16.0"
6.2 511; I I � 7"
6.25'
__ FW� 33
UF X I-V4
I&CO ULTRACDNI 41
6.25'19�5"
6.25"
-
115"
23.7"
(" zm PSI cmu) 40
6I
h.7-
. ��
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4--mmiiinme,� S2
6.25"
10.6"
6.Z5-17.5"
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70
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7 I" I 7.r
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ITIN S�L TAPOON 41
12.
5 �07-, S.$-
.
6 25- � 10.6-
7.41
8
48
12.
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-
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it
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a
4.V_4.6-
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W. 2S", 0. -
,
70 1
9.1"
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4
i
33
--,==.
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mr::
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22.r I 16.r
2
AS. 41
1�241!1_
16I
10.7r"
9.1"
12.5"; IA.V
Mr
46
12.9'
16AP
9.1'
7.0"
ILF i 16.0,
II.r
52
* *=
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_f&V
w
7.r 112.r
16.0"
I 2. or,
70
__
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1G.V
s.r1IL2S`11I.V
8.2"
V. - �Jvlv F _0 33
ILV
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16.01
7.9"
ELCO PAMONATE 41
-
12.r
- -
13.4"
6,4"
-
6.25,
Il.r
0"RID 48
5.41"
* 52
ME
F& 2r
10-W
.. .
5.0"
.
.. 70
r&-2r
7.9"
5 ...
3,7"
GLASS SEPARATION
24 GAUGE PANELS
I �wa
- _____ - - - 1--m
MAXIMUM ALLOWABLE
" ,
: k .1
DESIGN PRESSURES:
�*
.
N DESIII :
AS NOTED I :
: I"
. 0*
SCHEDULES 1. alp
1
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- 11 ok" - -
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(;�o.", -
_� 0
4
DESIGN NOTES:
�
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POSITIVE AND NmiT A DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERM04ED PER
"it
't
g
'6 O: I
X
To N
u [6
SEPARATE ENGINEERING IN ACCORDANCE WITH THE
-
0
( 3
,
, 3 , .
,., " j
4 11
GOVERNING CODE. PRESSURE AS
So Z 8
WREMENTS
DEMR14IMM IN ACCORDANCE ASCE 7-10 AND
zz �1
.5 IS!
�9
I
CHAFTER 1609 OF THE FLORIDA WILDING CODE PITTIJ
W�
w
��
04 9 k
.,U 3:
I
ED MON (2014) SHALL BE LESS THAN OR EQUAL TO THE
Oft NEGATIVE DESIGN PRE_SSURE CAPACITY
�
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3:5 1
POSITIVE
VALUES LISTED HEREIN FOR ANY AS MOLY AS SHOWN,
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th , ,
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GENERAL NOTES:
-
I �: 6 It if
I 19
<
I
,.THIS SPECIFICATION HAS MEN DESIGNED AND SMALL BE FABRICATED IN
FLOUNCE WITH THE REQUIRFMINT's OF THE FLORIDA BU[EDENG CODE
FIFTH EDITION (2014) " USE OUTSIDE Of TFIP MV"Z, PER ASIA E330 6
�
SSTD 12-99 Te5T PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND
CONFORM TO ALL LOCAL BUILDING CODE AMMOMIT-TITS WHICH MAY APPLY
DESIGN CRITERLA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL
0
1:7
SrTE-SPBCIPIC SEALIED ENGINEERING.
ad
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
0
1
.
TO '
DESIG M OR%w1WHICH
3 GINEER OF RECORD FOR THE PROJECT
�E
`
SUPERST"RUL THIS DESIGN IS USED SHALL BE RESPONSINE
I j �
FOR THE INTEGRITY ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
OF
SHALL BE COORDINATIED BY THE PERMITTING CONTRACTOR,
4. SEPAPATIE-SETE-SPECUIC SEALED ENGINEERING SHALL BE REQUIRFO IN
qr,%
�Q
8
n
;�
ORDER T&WILA
A T ON IM DEFLECTIONS, OR SPANS CONTAINEO
C;E M E
HEREIN FOR ALTERNATE SPAN CALCULATIONS AS
le
�
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-
I
REM
D'
MAY BT DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE
E=
i
- � I
i ,�
INmRKAnTTN FOR A SPECIFIC SM. FOR SITE CONDITIONS DIFFERENT FROM
APCHTI I[ CONDITIONS DETAR"."PREFANUCENSED ENGINEER OR REGISTERED
' rTe S
TII SHALL PREPARE IC DOCUMENTS FOR USE IN
= 8
(A �
-
i '9 x t,
CONJUNCTION WITH MIS DOCUMENT
0
6. DESKIN PRFSSUFUES ?#Ono HEREIN ARE LASED ON MAXIMUM TESTED
PRESSURES DIVIDED BY A I 5 SAFETY FACTOR.
8
a a
i
7. ALL SOAPTEENSTO BE AADE 5 UNLESS NOTED
HA :0 OR GREATER SAL C
,SS � BE CADMIUM-PLATID OR OTHERWISE
� -
COIT"REROWSIDPIL RES ISTANT MATERIAL AND SHALL COMPLY WITH "SP1<2FICATHAIS
LAJ
-
FOR AL INr U hTtI3.1 BY TH ALUMINUM ASSOCIATION,
S)
LOCAL CODES.
1:
I
DI IS STA . ANDIOR
Froej��
ry PZ&�
8. ALLPSTORM PANELS SHALL BE 22GA OR 24GA STEEL, t-0.028r OIL
<
t-C,0244', RESPECTIWLY. STORM PANELS SHALL ODI TO ASTM A653
5 TI PURAL QUAI IrY!,Tfft, G6O GALVANIZED COATING WITH A MINIMUM
:�
Fr_ob CA
<
9. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-76 AUUM[NU14 ALLOY,
UNLESS NOTED OTHERWISE
10, TOP & BOTTOM JOE
MILS SHOWN WAY BE INTERCHANGED AS FIELD
5
.
I .
�
11
CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR
I
�
9
HORIZONTALLY AS APPLICABLE
�
I . CONCRETE ANCHORS NOTED HEREIN SMALL BE EMNDOaD To
UN CRACKED CONCRE TE ONLY. INSTALL ALL OONCRL M ANCHORS ."FA
;
!
MANUFACTURER'S RECOMMENDATIONS.
I
,
1
12� THE CONTRACTOR 15 RPSPOMtW TO INSULATE OR PROTECI Ai L
MFMBfRS,I DISSIMILAR KATERL415 TO PREVENT ELECTROLYSIS.
A �
I
153. ENG NFPR SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS
HOWN ONLY USE OF "' ' 'V f
�'
I
I V & DAMAGES
t NDEMNIFIES & SA FS II.L'tSS T'1'11S'e
PICLUDING LEGAL FEES & APPELLATE FEES RES(ATINC FROM MATERIAL
ATIO ' PRATE CES BEYOND THAT
NC= ERECT" in
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BY LOCAL, Sit
WCH IS CA '* �SLFEDEAOAML CODES fi, FROM
I
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DEVIATILDINS OF THIS PLAN.
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9
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14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATI OHS OR AFFWAATIONS ARE INTENDED.
I
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1.
15. Ll NG OTHER R9146S TO
Pg=A,M,0 KA
THrS tot'A
A,ap DATE THIS CERTIFICAIION.
'gr
, I .
�
16. PANELS %HALL Be PERMANENTLY LABELED WITH A NSIPOMUM OF (1) LABEL
.1.1ymw
TWA
L lBrAM RE
PER EVERY 3= G
,,,� UI THE FOLLOWING INFORMATION:
ALL - NTMSS AND GLASS
15-2394
WEST PALM BEACH R.
I
I SCALP, I �
AsTm r.33AM12-99
FLORIDA APPROVAL NUMBER
I FAM O"CRIPT1991 -
__
MINIMUM STORM AN F I SEPARATION FROM GLASS
P
4 &ESSENTIAL FACIL11 IES)
(WIND ZONE - -
. 1
POSi TNT INSTALLATIONS
MAXIMUM INSTALLATIONS
DESIGN PANEL LESS THAN NIP GREATER THAN 30'
PRESSURE SPAN ABOVE GRADE ABOVE GRADE
("
I
+30
61-171
7.85 "
1.17' 1
I Ir-wo
7.85.
1.67"
%V_w
-
7.35 "
2.29 "
ir4r
-
7.85 "
168 lb
+40
6'-W'
7.85 "
1.22 "
I.S.0 "
a i.V
.--.---
7,05-
_
IV-S"
7.85 *
3.W "
+50
6. -a.
7.8S "
1.28 "
I'll,
.__
7.85 "
2.12 "
W-C
7.95 "
2.63 "
+60
6111,
7.85 "
i j-.
.3
-7-
__W 6
1 6'-W' -
_r��_
7.85-
2.35"
+70
7.85 "
1.39 *
ill
7.8
243 *
+1110
61 _v
7.85 *
-
1.45 *
111.
7.0-
JI " -
+90
Ge.cr
7.85,
1.50 " _j
61-11"
7.95 "
im. 1
1 4100
61-V
7.85 "
M "
_____i
W-7"
_
7.85 "
____�_
.81,
" .. �
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= * :
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GLASS SEPARATION .. -.�O, .. ,rt
, ;,, ..
e
22 GAUGE PANEIS %`II
- -q ... ., S1
SCHEDULE: -
- .
P
MINIMUM STORM ANEL SEPARATION FROM GLASS
(WIND ZONE 4 & ESSENTIAL FACIU TIES)
POSITIVE
DESIGN
PRESSURE
[PSF)
MAXIMILIN
PANEL
SPAN
INSTALLATIONS
LESS THAN 31Y
ABOVE GRADE
INSTALLATIONS
GREATER THAN 30'
ABOVE GRAM
+30
V_V
5.85 "
. 1.23 "
81.6.
5.85 "
1.44 "
-
Iff _v.
SAS "
1.84 " I
17-Ir
SAS "
3.18,
+40
V-0.
5.85 "
1.17 '
--F_-r
-Sbs -
-
1.59 "
__1V_w
--f" __
2.12 "
12'-r
S.85 "
.
3,901,
_
+50
W-W
-
S." I
1.22.
W-W
I
.Im .
1.74 "
101-4y,
5.85 "
2,101,
ir-l"
5.85 "
-
-3,41i -I-
+,
61-0-
SAS �
1.26 " -
__
�
_ 5.95 "
I.&I
_A-±__
tor-O"
5.85,
-
160 "
IV-1"
5.65 "
.
1 3.54"
- __
+70
6I
5.85 " _
-
_ 1.31 '
81-6"
5.85 "
-
2.03
. -
lop r
'O"
5.85 "
3.17 '
+00
v
5.03 "
13S "
-
W-W
__
S.N..-
2418 *
V_r
SAS 11
2�" .
-
+90
,
tl:12:
5.85 "
I." 11
-
I 5.65 "
2.33 " -
W-01
I 5.05 .
1 2.65 "
+100
W-W
I 5.85 "
1 1,44" .,, .
-
V-7"
1 SAS,
GLASS SEPARATION NOTES:
_
i. ENTER SPAN SCHEDULE WITH POSITIVE DFSIGM LOAD TO DETERMINE
IMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
IN
SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
�
M,
INTERPOLATION BETWEEN LOADS 15 ACCEPIABI E, OTHERWISE Use NEXT HIGHER
LOAD.
3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ A14D OUTSIDE OF ESSENTIAL
FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
SCHEDULE IS NOT REQU=LA NO MINIMUM SMIARATION FROM THE I
PROTECTED OPENING . .n ____ I
- __ - __ __
3,*41 EDGE 8111TANCIE
MAR
SPAN UP TO W-V
SPAN UP TO III
-
PAN UP TO Ir-w
CIIININ
CONN Type
Cam Tm
I I
ANCHOR PFANNUM
TYPE (PI
CIL C2 C3 C4
C1 C2 C3 OR
C1 C2 C3 C4
-
1/4' x r EMISED 33
32X
16.011
,
1 6
12.5"
1 6.r
war
__
7.v
mr
IQ
i !kP
1!i
LAG SCREW
-
12X
16.0*1
1mg-
5.9-
12.s-
III
-
R r
-
-
457
-
Ur
JALV
N.
4.2
48
ILW
lik
mo;
7.5"
12.5'
LV
IZ.V
Sx,
LLS,
1E.
32
12.5"
III
mv
B.9-
ALr
LF
-
11.17"
Car
Lz.r
MW
7.6"
I I
12.r
16.01
__
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1.31
&W
mr
15.1111
5,45"ffm
70
___
*24 x I- Ilr PERIOD 33
12.5"
16.r
Ar
1.4"
7.0"
ILr
I
I
WOOD SCREW 41
ILSP
I& 61
13.ri
III 12.r
Ar
1.2"
S.6"
ILr
16.0"
6.r
48
bunuumimul- 52
ILS*
12.3'
I&V
10.4r
II.r
IQ "
12.r
.F116.
.5-
B
--
F.r
-
17.2*14.4"
-
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..
_
WV
---
12,r
-
T4.s-
13.6"
w
4..
70
12 ...
-
N.
.sr*
Lr
14. rl
5.4-
� 3.r
CIS'
10I
3.1"
12.5"
16.11r
lS.Ir
... 6.cr 7;r
�
-
1�4�i:�I 33
TAPGFUP'CJI 41
12.5".
16.0'
ILS"
Mr
I6.V
8.71
Iz.Sr 1 6. (or, S 9r,
48
* --.Mmw 52
12_.i�
- -
12.0
16.0"
16.0`-
10I
__
i
Mr
577-r
I&V
if-.v
7A"
. .
12S' 14.0-' S.1-
12 �_, 12.9-. 4.7-
70
12.5-
t6.(r
T4-
ILSF
-
14. o"
-
S. 1"
II 9.6" 1 3.
- _'FiI
RA7. wr -
-
__vi
-
___
.
.R.,
5.6"
.ee
3L
� 110;�
...
ALL POINTS BRASS
;1
WOOD BUSHING
40
I
i
251
12. - r
U r
-
21. H.
6.25' 7.r
.
* *0
12
.zS_1
3. ov"
...
6.2S" 6.7"
70 I
6 ...
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79.r
r
-
ANCHOR NOTES:
1. , AMEMOR SCHEDULE APPLIES TO ALL PRODUCTS CERT1,IED HEREIN, BUT ONLY PROVIDES
mAJamumALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SHALL APPLY.
2. ENTER ANCHOR SCHEDULE RLASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
MATERIAL, & ANCHOR TYPE.
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
CONNECTION TYPE BASED ON APPROPRIATE 14OUNIING CONDITION (SEE MOUNTING DETAILS ON
SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
3. 'PANEL FASTENERS* ARETFUDS USED IN CONJUNCTION WITH ALL MOUNT114G EXTRUSIONS
-F--TRACK, STUDDf-D ANGLE, ETC.). USE 65- OA. PANEL FASTENER SPACING TABLE VALUES FOP
(
ALL *M`- AND 'U"-HEADERS (INCLUDING EUtLVOUT CONDITIONS).
4, ANCHORS SHALL OLE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATION5.
5 HOLLOW BLOCK HOST STRUCTURE SHALL CDW<XtM TO ASTM C90 BLOCK
6' MINIMUM EMBEDMEN I SMALL BE AS NOTED IN ANCHOR SCHEDULE.
. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
T'
FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO
ADEQUATELY TRANSFER LOADS TO HOST STRUCFEW.
6 CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
9. WHERE EXISTING STRUCTURE is wouc FRAMING, EXISTING CDI KAY VARY. FIELD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECIES
10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, EASTtNER SHALL BE LOCATED IN
CENTER OF NOMINAL 2- X 4- (MM) WOOD STUD (%' EDGE DISTANCE IS ACCEPIABI f FOR WOOD
FRAMING). WOOD STUD SHALL BE 'SOUTHERN PIRF C-0.55 OR GREATER DENSITY. LAG SCREW
SHALL HAVE PHILLIPS PAN HUD CWk HEX HEAL).
11. REMOVABLE ANCHORS ARE: EICO PANELMATE, ALL POINTS SOLLID-SET & BRASS BUSHING.
12. MACHINE SCREWS SMALL HAVE 1/2' MINIMUM ENGAGEMENT Of THREADS HC%) THE LAM
ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEID, OR WAMRHEAD (SIDEWALr WILT) U.N.O.
13. MINIMUM FMWDMEW ANT) EDGE DISTANCE EY'�LLPDESSTUCCO OR OTH" WALL FINISHES.
14. 10S DESIGNATES ANCHOR COND17IONS WHICH ARE NOT ACCEFI USES,
15. * DIRECT MOUNTING CONDITIONS.
I6, LINEAR INTERPOLATION IS NOT PERKITTED FOR USE WITH JH� ANCHOR SCHEDULES LISTED ON
THIS SHEET.
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3, SIDE C 05URES.U.QVMW POR ALL INUILDOUT MOUNTS ITT TABLE ASCII WHEM SIDE 0-0suITI � N I
U�fn WITTI B.JTL0tWT MOUNTING CONDITIONS. "QUIR10 SEPARATION FTUDII GLASS SHALL BE PER Ot I ASS �
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-
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SPAC�NG TABLE, 6 EACH
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OPTIONAL
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PANEL DUAI]L
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INTERIOR FASITSNING
3/4- 9061 DMANCIE .
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MAX DMQN
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SPAN UP TO r -w
SPAN UP To Ir_r
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LAG SCREW 41
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12.5-
16.0"
16.0'
16.0"
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16.91
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12.5"
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110"
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123"
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ANCHOR NOTES:
1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIFI) HEREIN, BUT ONLY PROVIDES
MAXIMUM ALLOWABLE W�HOR SPACING. MAXIMUM Al I OWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SHALL APPLY.
2, ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING 57RUCTURE
MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTR SPANSELECT
CONNECTION TO* BASED ON APPROPRIATE 14OUNT-ING CONDIT10N (SEE MOUNTING DETAILS ON
SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
3 'PANE I FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING exrRUSIONS
f'f'-TRACK,SIUL)DEVA.NGLL,fTC.). USE 6.25' C.C. PANEL FASTINER SPACING TABLE VALUES FOR
ALL "H"- ANU'U- HEADERS (INCLUDINU BUILDOUr CONDITIONS).
4. ANCHORS SHALL BE INSIALLED IN ALCORDANCE WITH MMUFACTURI RECOMMENDATIONS.
S. HOLLOWEI HOSTSTRUCT`URf SHALL CONFORMTOASTMC90 BLOCK.
6. MINIMUM EMBEDMENT SHALL SE AS NOTED IN ANCHOR SCHEDULE.
FINISHES. WALL FINISHES SHALL BE LIMItW 10 1/4" MAX Or SHALL BE VEFLIFIED BY OTHERS TO
7. MNIMUM EMBEDMENT AND EDGE DISTANE L EXCI ODES S I UII FOAM, BRICK, AND OT14ER WALL
ADEQUATELY TRANSFER LOADS TO HOST. STRLICTURE.
Tf
CONCRETE ANCHORS NOTED HEREIN SHALL BE I,MBfD0FD TO 1jN-(.kA(XED CONCRE ONLY.
�8-
I WHERE EXISTING STRUCTVRE IS WOOD FRAMING, EXISTING CONDITIONS MA- VARY. Fit.( D
.
VERIFY THAT rAsTFMrRS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTINING
TO PLYWOOD IS ACCI:PIABI-E ONLY FOR SIOF 0 OSURE PIECES.
10. WHERE ANCHORS FASTEN TO NARROW FACE OF 57UD FRAMING, FASTENERSKALL BE LOCATED IN
CENTER OF NOMINAL 2- X 4- (MIN.) WOOD STUD (4,,- EDGE DISTANCE IS ACCLPTABLE FOR WOOD
FRAMING), WOOD STUD SHALL BE -SOUTHERN PINE' G-0 55 OR GREATER DENSITY. LAG SCREW
SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD
1. REMOVABLE ANCHORS AFM ELCO PANELMATF, ALL POINTS SOLID -SIFT & BRASS BUSHING.
I
12 MACHINE SCREWS SMALL HAVE 1/2" MINIMUM ENr�AGEMENT OF THREAVS INTO THE BASE
ANCHOR AND KAY HAVE ZITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U N 0
13 , MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR 07HER WALL FINISHES
14. 71 DESIGNATES ANCHOR CONDITIONS WhIICH ARE NOT ACCEPTABLE USES
15 � DIRECT MOUNTING CONDITIONS.
16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE AN04OR SCHEDULES LISTED ON
TIHIS SHEET.
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1 . ANCHOR SC HEOULE APPI I FS TO ALL PRODUCTS CE RTI FIE O HE RE IN, BU I ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. PAX114UM ALLOWABLE SPANS AND PRESSURES INDICATED
�
IN SPAN SCHEDULE SHALL APPLY.
N
2. E TER ANC11OR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRM,7LAE
MATERIAL. & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
LOAD ON SHUTTER AMD SELECT SPAN GREATER THAN OR EQUAL TO SHUTIER SPAWSELECT
CONNECTION TYPE EASED ON APPROPILLATIF MOUNTING CONDITION (SEE MOUNnMG DETAILS ON
SHEET 2 FOR IDENTIFICATION Or CONNECTION TYPE).
3. *PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
-r-TRAcK, STUDDED ANGLE, ETC.). USE 5.25- O.C. PANEL FASTENER SPACING TABLE VALDES FOR
(
ALL -H'- AND -tr-HEADERS (INCLUDING BUILDOUT CIONDMONS).
4. ANCHORS SK46LI BE INSTALLED IN f.CCORDANCE WITH KANUFACTURERS'RECOMMENDATIONS
S. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK,
6. MINIMUM EMBEDMENT SHALL Ot AS NOTED IN AW-WJR SCHEDULE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OIHER WALL
FINISHES. WALL FINISHES SHALL BE LIMITED 70 114- MAX OR SMALL BE VERIFIED BY OTHERS TO
ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
8, CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIRD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
'A
TO PLYWOOD IS ACCEPTABILE ONLY FOR SIDE C.OSURP PIKES.
MEMER , LOLAILD IN
RE ANCHORS �ASTLNTO NARROW FACE OE SfUO FRAMING, FAS SHALL I* -
10. WHE
CENTER OF NOMINAL r X 4' (MIN.) WOOD STUD (%' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
FRAMING). WO D STUD SHALL BE 'SOUTHERN PINE- G-0.55 OR GREATER DENSITY. LAG SCREW
SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
11 REMOVABLE ANCHORS ARF: ELCO PANELKATE, ALL -POINTS SOLID -SET & BRASS BUSHING.
12. MACHINE SCREWS SHALL HAVE 112- MINIMUM ENGAGEMEMTOF7HREADS INTO THE BASE
ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U.NO.
13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR EITHER WALL FINISHES.
14. ION DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
15. * DIREcTmOUNTIJImscommoNs.
16. LINEAR INTPAPOIATION IS NOT PERMITTED FOR USE WITH THE ARCHOR SCHEDULESUS"D ON
THIS SHELI.
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ANCHOR NOTES:
1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
MA)aMUM ALLOWABLE ANCHOR SPACING. INIAMMUM ALLOWABLE SPANS AND PRESSURES INDICATED
IN SPAN SCHEDULE SMALL APPLY.
2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATPVE DESIGN
I CAD ON SHUI-MR AND SELECT SPAN GREATER THAN OR EQUAL It) SHUTTER SPAKSELECT
CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
-ONNECnON TYPE).
SEILL r 2 rOR IDEN11VICATION OF L
"PANEL FASTENERS' AKE STUDS USED IN CONJUNCTION WITH ALL MOUNTING E)(TR I
3, us Om
C!"TRACK, MOOED ANGLE, ETC.). USE 6.25' O.C_ PANEL FASTENER SPACING TABLE VAL UES RJR
ALL "W- AND "U"-HEADERS (INCLUDING BUILDOLIT CONDITIONS).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCF. WITH MANUFACTURERS' RECOMMENDATIONS
S. HOLLOW BLOCK MOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK,
6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
FINISHES. WALL FINISHES SHALL BE UNITED TO 1/4- MAX OR SR46LL BE VERIFIED BY OTHERS TO
7. MfNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, WI AND OTHER WALL
ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
8. CONCRETE ANCHORS NOTED HEREIN SMALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
VERIFY THAI FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
CENTER OF NOMINAL 2- X 4' (MIN.) WOOD STUD (%' EDGE DISTANCE IS ACCEPTABLE FOR WOOL)
FPAMtNG). WOOD STUD SMALL BE -SOUTHERN REM' G-0.55 OR GREATER DENSITY, LAG SCREW
SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
1. REMOVABLE ANCHORS ARE: ELCO PANELMATE, ALL -POINTS SOLID -SET & BRASS OLtSMNG.
I
J2. MACHINE SCREWS SMALL HAVE 1/2* MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
ANCHOR AND MAYHAVEEITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOIT) U.N.G.
13 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
14: 111111111 DF.SIGNATfS ANCHOR CONDITIONS WHICH ARE HOT ACCEPTABLE USES.
is. * DIRECT MOUNTING CONDITIONS.
i6. LIAW INTERPOLAFION IS WIT PFRMTTTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
THIS SHEET
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