HomeMy WebLinkAbout4241 Sky Dive Ln (3)14' O" 14' O" 14' O" 14' O" 14' O"
__--____----------------------------------------------------------------------------------------------------_-----------------------_------------
(2) PLY 2XI2 02 P.T. BEAM WITH
6xrc P.T. POST (TYP) I ONE LAYER In" P.T. PLYWOOD
IN CENTER (TYP)
DIRT FLOOR
oil
--------------------1----------------1-----------------1---------------------------------
n, ni
n, �n
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --
141011 1. 14' O" 11 14' O" 11 14' O" 11 14' O"
MASTER RIS METAL
FRONT 4 REAR ELEVATION 1/4 11 = 11 OII
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
FLOOR PLAN 1/4" = 11 OII
'� f 17,q_tb
3o 1� a�
a
REVIEVV pN.I� 3 l c''J�
CITY OF ZEPHyRHfLI
PLANS EXAMINER- --I/i-
�' ALL WORK SHALL COMPLY WITIi ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPIIYRIIILLS ORDINANCES
RIGHT 4 LEFT ELEVATION 1/4" = 11 0"
ski;li\`...........
1 HEREBY CER `T r �Aif
DESIGNS AND IT'T IN GdMPLIA
r6, SECTION IbC 9 TH&ROOR� ID LDING
(PH PAS
ENTIIRE 2001 IDAA 15ul 7N E AND
I--f l * 1
'TACHED
1 CHAPTER
iOR 120 MPH
REED AND THE
35 SUPPLEMENTS
Zu Z
7
m
ru
in
.z L9
m
o�o
z
o 0
000
N
z
to
WI_
PI
r-1 U
Q
u
w
W
0
N xx
LL
0
A 0
<
d
.0
mo
CD
Q
mr
ru
Z
- 8In
=fU
aW
(DILI
IL
m6
O
U)
0 om
z U N�d) m�
Z uo_
A
a
jW
V zz oLL
z
o
F-
z
a
u
2
}. 4 zz
Q
v
m
Q
iU
(K
tv
N
� .,
z
ID
Q
4,
.J
UL
cn
O J
0 � J
Z Z =
Q
� �
®
V Ln W
N
�z
am_
tL V
2ujW
Q >
000 a
O
U
cn
TOTAL. APZEA
2240.6010- " _,
FIG
0
a
i 11
3a-ID
GABLE END TRUSS A
n,
I11
111
111
111
Itl
111
III
111
nl
111
III
111
III
111
111
III
111
III
III
111
111
III
III
III
III
III
III
III
Itl
111
111
III
III
111
III
111
II
III
111
III
111
111
111
111
111
111
1
III
III
I11
I11
III
Itl
111
III
III
111
Itl
111
III
III
III
III
Itl
III
III
III
III
111
111
III
Itl
111
III
III
Itl
1
111
III
III
III
��I�(IIyyILY��
In
111
111
I11
111
111
ul
n,
111
n,
III
11,
U 1
111
111
UI
111
1
nl
111
uI
111
III
111
III
III
Itl
III
111
Itl
III
111
III
III
Itl
III
III
III
Itl
111
111
111
Itl
Itl
111
111
Itl
111
111
111
III
Itl
1/1
III
III
III
III
111
It
Itl
III
III
111
III
Itl
III
I11
111
111
'
III
III
111
111
111
111
111
111
I11
111
III
III
Itl
III
III
III
III
111
III
111
III
II�IxI�jl�
IAI'II"
111
III O
11
I t l
111
111
111
III
n,
nl -
nl
Itl
III ,y�
111 `•1
III
111 �
111
I11
III
III
III
III
111
III .1'�
111 �I/
III " 1
Itl I++
I11
III
III
III
III
to
III
Itl
Itl �
Itl �
Itl
111 �
Itl
III
III
111
III
III
Itl
111
111
III
_
O
III
III 11
III
I11
III
O
f
O
111 O
III
III �
III
111
I
III
III
I11
111
111
Itl
III /�
Itl u
111 �
III
111
III
III
111
III
� \
111 �
111
Itl
III
iii �
iii
nl
X Q
III Itt
n l tJ
iii
nl
E a
IU
nI J
Itl
I11
III
In
III
III
111
I11
Itl
F �
111
III
���
I11
II
III
�I/ Q <
iX a
F• w to
III
III
= FK
III
III
�/
III
III
111
III
iii
III
� � J
111
111
I11
III
111
111
III
111
III
111
111
I
III
III
III
III
111
III
III
111
III
111
III
III
I11
111
111
111
I/1
III
III
III
III
III
III
III
III
III
III
III
III
III
Itl
I
111
III
111
111
111
111
111
I
III
I
III
III
III
III
111
III
111
111
I11
III
III
111
111
111
I11
111
III
111
III
III
III
I11
III
III
III
III
11
111
III
III
III
IU
III
III
III
111
III
Itl
III
III
III
III
III
Itl
III
111
111
111
III
111
III
III
III
III
Itl
III
111
111
I11
111
III
III
III
III
III
III
III
1
111
111
III
III
I11
111
III
III
111
III
111
III
111
III
III
III
III
III
IYI
------------------------------------------------
-----------
--------------'---------------------------------------------- III
30-0
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
GABLE END TiZUSS
C 11
30-a
I I
I I
! i
I 1
— L_
1 I
I I I
I
I
I
1 I
I I 1
1
I
1 I
I 1
I
�
o
I
I
I
I
I
I
I
I
I
o
I
I
I
I
I
I
I
I
I
I
I
1 1
-T
I
— - — - — - — - — - — -
I
— - —-—-
II
— -—-—----—-—----1-� Y—
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
'
�
I
'
I
� - I---•
W x
�--_I- _ J
11
I
tu
o z�
I
z
L
'-
�/
I
I
0
Q—
O
I
�zo
u I
p
I
I
al
I
I
I
I
I
a
�
1 1I
I I
1 1
I
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
_
I
I
I
I
I
I
I
I
,
I
I
I
I I
0--i-
1
I
I
I
I
I
I
I
�
o
I
I
I
I
I
I
I
i
I
o
I
I
I
I
I
I
I
II
I I
' ® '
I I
— — — — — — — — —
I I
— — — ' ' — —
1 I
I I
I I
— — — — — — — — — ® '
I I
I I
-a if
1
3 -a
.` ,� .....>;..
I HERjii1CRIRTIFY "I�A" REVI4*
DESI ND FOUNP IT TO BE IN COMP
THE
16, &8=T�:160% OF 4-MPA BUI
(3 6 C"T) WIND NE - 100 MPFa
ENTI1 FLORIDA BUILDING CODS
sTATE OF
ATTACHED
WITH CHAPTER
DE FOR 120 MPH
IT &PEED AND THE
.2009 &UPPLEMENT&
W j l " *i TY&E NO. 3&6&4*CITY,
e NO} 38"4
zZ.."ZN
m
N
m
z N
a
O ~ In
O r
0
ZN
g
z
m'
V►
C, V
_
}o
N
tU� '
z �ri
09d
4
ua�
A
��
m
CDN
at
.in
.
Ix
-m
IL
(D IL
mpr
�l
�m
cn
FN lu 7
Z — °
tL ° -
to v =3 O
U
7)z
U1
N
4
Ck
z
N
a
O -
QL N
1
O
ED
J
LL
O J
p�J
Z Z =
Omw
V
Z N
Qa�
amv
J W:
OO>
_
10(Lp
O >
U) Y.
cn
TOTAL AREA
2240 SO, FT.
FCC
2OF3
01
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
AND ALL 2009 SUPPLEMENTS
T.L. HANSON / ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL
ENGINEERING COMPANYt HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
DESIGN OF THIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTS AMC) CLADDINGS SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS
ROOFS
LIVE LOADS (TRUSS TOP CORD) - 20 F.S.F.
DEAD LOADS (TRUSS TOP CORD) - 10 P,S,F,
DEAD LOAD (TRUSS BOTTOM CORD) - 10 P,S,F,
ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F.
WIND DESIGN ASSUMPTIONS,
WIND SPEED 120 MPH
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR • 1.0
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT . 1,0
PARTIALLY ENCLOSED BUILDING
INTERNAL PRF_SSURE COEFFICIENT ■ + / - 0.99
COMPONETS 4 CLADDING PSF ROOF • 14,9/-90,1 WALL • 29.9/-34,1
OVER HANG ■ -91.2
CONSTRUCTION TYPE: V
SOIL BEARING t COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
2000 P,S,F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 18 RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.S.P. FOUNDATION LOADING
T,L, 14ANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL
ENGINEERING COMPANY( DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE
CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING
T,L, WANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY
TO SUPPORT THE BUILDING LOADS
SECURE TRUSSES TC
WITH (1) SIMPSON Hiog
TRUSS PLAN
2X4 02 PINE F/c
21 OII
70,
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIER NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR MAY TO THE CONSTRUCTION
APPROVED PRODCUT LIST
STATE FL:
PRODCUT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVV AL
STRUCTURAL COMPONET
W14
SIMPSON
FL 11418
STRUCTURAL COMPONET
14UC210-2
SIMPSON
FL 106M
ROOFING
METAL
UNION CORRIGATED IND
FL 6895.1
WALL SIDING
WOOD 4XS
N/A
N/A
MASTER RIB METAL
2ro RIDGE CAP (TYP)
MASTER RIB METAL ROOFING 26 GA — l
1, 1 A 1 1 1� vI ■ l 11 14 A / -"l 11� #-
BUILDING CUT SECTION DETAIL
NOT TO SCALE
STUD SPACING
NO
(l) 2 X 4
(2) 2 X 4
(2) 2 X 6
I
L- BRACING
L-BRACING
L BRACING
L BRACING
L BRACING
1611
01-011 TO 41511
41-511 TO 8'0"
810"- 12'0"
1210" TO WO"
2411
01-011 TO 41011
4'0" TO TO"
l'O" TO 1010"
10'0" TO 1410"
15AGKNAIL i
2 X 4 WEB BLOCKS NAILED IN BE
WEBS WITH (2) I&V NAILS EACH EN
(b) 16D NAILS AT EACH END NAIL
2 X 4
TRUSSES SP<
2 X 4 ANGLE BRACING AT 48" OC
GABLE END NAIL ENDS TO 2 X 4 B
WEB BLOCKING WITH (2) 160 TOE N,
2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER ON GABLE
GABLE END BRACING DETAIL
NOT TO SCALE
NOTES NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 R
OF WEB LENGTH l SEE TABLE ABOVE)
GABLE WITH 5/8" TI-11
,IDING, SEE BUILDING
ICTION
' GABLE TO FACE OF WOOD
WITH SIMPSON LOTA24 STRAPS
OC ( TYP)
:00 POST AND BEAM
1 PINE
ALL
P OF POST TO EXCEPT
.AM AND SECURE TO POST
'IITHRU BOLTS WITH NUT AND
(TYP)
A11it�11111I I ";�y ,,
1_k .0
I HEREBY 49;4- '.•THAt I 1/J� I�WEDa rT19� (ACHED
DESIGNS AND FOUND IT T�b�•I�SE``(( l l ClH CHAPTER
10, SECTION PF THE FLORIDA 151,1111 FOR 120 MPH
(3 bECOND WIND ZONE - MPH FASTER? x'EED AND THE
ENTIRE �2 C A 6UILDIN CODI , RESI(�j�,t@_ ALL 200E
L�
A'I'l L �TATIF �r is ice+
T,L, HAMP P:K',l''MFNb& 3S`54
P.O. Sox I A,' VAPE.C1Ty' ' L 3352d,
zU
z
N
ztom
o�a
0
�jO
�w
0
Ord
z
VI
r�
-tu
W NNN
Qm
U
�
z w
W
0
ul
� --
A
0
�
a
m�
fy
cl
O
�T
if un
Z
IN
in
�W
Fn
CDLL
mor
O
Z Z
Z
w
z
M
� Q
U
Q O
llllttttl71111
'" u
w
In
,
p
N
o
O
m
QL
N
' N
o
J
U.
O
J
pOJ
Z Z
=
O m
W
V
Z
N
..
n
Q Q
(L
�
2Jw
O0>
VCLp
O
-
to
TOTAL AREA
2240 SQ. FT,
PG
3OF3.
Y
Slopes caf less than 3" on 12" are not reconunended. For slopes of 3" oil 12" or greater, end lap panels 6".
Side laps Should face away from die prevailing wind. Lay the first sheet along the eave at the dawn -wind side of the roof, farthest au,.ty frt9tn the
direction of the prevailing winds. (See Figure #4). Install sheets in the sequence shown in Figure #4.
Figure #4
of . ---- Prevailing Wind
x 4's
2'
FERS
Figtute #5#5 - Installation Options
Maximum pii.rlin spacing for Ia- v a/ `- v t+- vl r v Iv v v v a/ Iv v t, v v tv�
roof 2' on center Install Metal Directly Install Metal Install Metal
To Wood Frame On Solid Deck Over Existing Shingles
•Llse Maximum Puchn Spacing -Lay Plywood Deck -Apply 30 lb. felt Raper
•lostall Metal -Apply 30 lb. felt paper •install Metal
*Do NOT.USE THIS OPTION .Install Metal
POR HEATED SPACES
*Proper veridlation and vapor barrier protection recommended for heated spaces.
Allow an overlimid of 2" at the eave to provide for a drip edge. Use inside closure at eave to prevent insect or bird 'infestation at openings.
Jb protect againnst uplifting winds and to provide a flushed appearance, apply rake trite or odner standard -gable trim, Apply fastenets every 6-tO".
14" ridge roll or ridge cap is recommended to prevent leakage. Seal off ridge and panel using outside closure strip.
Use of 3/8" side lap tape is teconunended. Apply the tape as shown in Figure #6 slang the top of all lap ribs. Do not block die siphon
chalulel with die tape. For best results; apply a 7/8" lap tek screw into tie crown of the rib to secure the side lap.
F!guLe #6 - Proper Application of Side Lap Tape
l g
For -best results, start siding at a door, window or other opening in the wall. Use corner trim, base muldingr, eave trine, and other trim to improve the
'weather. -tightness and appearance of the structure.
t
l
ALLOWABLE UNIFORA'I LOADS PER SQUARE FOOT
t Maximum purlin spacing for roof 2' on center and maxinmunn girt spacing for sideaall 3' on center.
i Place fasteners in the pan of panel for best results.
(Three Spans or b4ore)
6
LIVE LOADING W
NOTES:
IND UPLIFT
LOADING
Span (inches)
1-811
2411
30"
36"
4811
60"
721
18"
24"
30
36"
48"
54"
72"
29 Gauge
200
112
72
50
28
18
14
281
158
10.1
70
40
25
18
26 Gauge
268
151
97
67
38
1. 24
24
368
207
132
92
52
33
23
he panel «•eight has been deducted ftom the allhNvable stress values.
d id uplift stress values have been increased by 33-1/3° r,
vivi
he properties and load table are for the panel alone.
he and section ru )ertles have been calculated in ncardauce kvid, the 1996 AiSI Specification.
FI o8(35
l�
7�
,1
'l
.t
Sier_l nand material tin ASIM A446-85.
ry
Stotagg
If nictal is not to be used itniinediately, swig iusltitiio a i'Cll vei tts1. s1L�'�;1lt�s� Conclensatii�n or Uther t�nt�isttlre can form between the sheets
durin storage causing watet stains or white rust which detract ftonn the appearance of the product and may affect the prixlucts useful life. �t�2pgd
8 paint to flake off
moi9tt>'.re between �laserR f_...oai`ntecl.....Leta1 can cause..xtl->�P�r�Sk. to form anti the na'ttG This can ca.>,tse thi;�.
al eat�l t. ".io prevent wlvte mist and st.dtihi& break the shipping bancllt can the tratetial. Store the material
the pa1IC1L._im1nediatcl�_-,ot severon end or on an incline of at least 1?" with a supporting boatel ttrndertteatln to prevent sagging. Faun the sheets slightly at the bottom to allow for air
circulation. Keep the sheets off of the ground with an insulator such as wood. r ny outdoes—sIatage is at lee j;Uttszilsr's own rim. If outdoor storage
cannot be avoided, protect the metal using a canvas cover or waterproof. paper. Never cover the metal.wid _P.1as1.it_ALtlliq will cause condensation to_fQLm
Snr„P Safety Precautions
,\]ways wear heavy gloves when working with steel panels to avoid cuts from sharp edges. NX-lien cutting or drilling steel panels, always wear safety glasses
and sweep off any metal shavings immediately to prevent eye injury from flying metal fragments. If you trust walk on a metal roof, take great care. corn 1
panels can become slippery, so always wear shoes with non -slip soles. tivraid xvorkiing on metal roofs duritig wet c=mditions when the panels can become
extremely slippery. NXIMking car standing on a metal roof which does not have a plywood or other deck beneath it :s not recommended. f4owever, if sou
must do so, always walk on the purlins, newer between. Do not for any reason walk on a roof made of material less duck than 29 gauge.
Gellicral 111stallation Infotmatioll
lnrurx that the Tnrrcirgr it rguan and trxra be%n,x Gngimting panel installation, I% the slivelinv it trot rgriare, the parrrlr aiU Jot f�inf�xiA' real art the iirle I�rju:
Green or damp lwnnber is not recommended. Aluisture released from the damp lumber may damage the metal I)-2 nels. Nails installed in green or damp
lumber may back out.
The prevention of steel debris staining .is the tesptmsibility of the installet. The recommended tools for on Site c'+.ntting ate profile shears, band shears,
or electric dibblers. Friction saws and abrasive discs should not be used to cut panels,
Remove any loose metal shavings left tin goof surface immediately to prevent corrosion. After installing roof, remove any debris such as leaves or dirt
to prevent moisture from getting* trapped on panels.
Ear ing
If you wish to predrill fastener holes, ttse A cover sheet to prevent: hart shavings from sticking to panels.
Screws - For best results use a 1-1/2" double washered wood screw In the flat of the panel as shown in doe illustrauion below. Fasteners should be applied
at every putlin. Drive the fastener so that the waslnet is compressed securely against the metal. Do not over, drive the fastener. as this will form a dimple
that can collect water and cause leakage. Igo not leave any loose fasteners that have tmissed the ptalin. Use a #14 stitch scte\v or caulk to fill tine hole.
Nails - if the panels are nailed, use 1-3/4" i_ulg-shain.ked neoprene washered nails. Nail niter the crown of the ipajor ribs of the panel as
illustrated below. (See Figure #2). NOTE: If rigid insulation is used directly under the panel, the fastener liength needs to be increased to allow
a minimum of 1" penetration into the wood. General installation i[Wtuclitans listed above for screws also apply to nails. Leo not apply nails into flat
area of panel.
Figure #1#1 - Fastening Patterns fox MasterRibO
RECOMMENDED FASTENING PATTERN FOR 1-1/2" SCREWS
SCREW FASTED ERE EAVE, RIDGE k ENDLAPS
SCRC-lV F,\STFNFRS -- NT=Rh4Ef31ATE SIIPP{)RTS
Figure #2 - (Nails only)
1JNDER DRIVEN CORRECT OVER DRIVEN
T %, xr- T %�_ -el T N,
Ob'Efi51i=C?
f �-- AANTIS PHONING
cH0.lglraEt
FASTENING PATTERi11 FOR 1-314" NAILS
}
_
j
7
RUCTION
A5S .
I.IF.MBER
SF.riVWG
THE METAL
UNI
//t)
IJ E
UILDING MPONENTS
fiNDUSTRTYFOROVER
CORRUGATING COMPANY
55YEARS
Fayetteville, NC
www.urtiollcorttlgating.c0l"
SPENCER STEEL. SUPPLY
ORANGE STUL ROOFING PRODUCTS UNICO AIF.TAL PRODU(;rS
Ott\i.A, FL
DAVTON HECALS
PIQVA, 011
SPENCER, NG ORANGE, VA
ANDFJtSON 51'F.EI. SUPPLY TiFTON STEEL PRODUCTSVICRSBURG METAL PRO)-+UGTS GREAT
VIt,KSDItRC, h0
PLAINS h1F.'TAIS
YUKON, OK
ANDERSON, SC
TIFTON. GA
EVALI]ATION REPORT OF
UNION CORRUGATING: COWAN %
`26 GA. 2-1/2" CORRUGATED PANED'
FLORIDA PRODUCT APPROVAL.
#Fl, 6895.1-121
ROOFING
METAL ROOFING
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
6717 South Yale Avenue, Suite 200
Tulsa, OK 74136
Telephone: (918) 492-5992
FAX: (918) 493-3568
This report consists of
Evaluation Report (2 Pages including cwve.r)
installation Details (1 Page)
Report No. C1605-1
Date: 8.17.08
FL #6895.1-R1
C1605-1
8.17.08
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: 2-1/2" Corrugated Panel
Panel Description: 21-1/4" wide coverage with (10) 1/2" high
Materials: Min 26 ga. with galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM.
A755) in Grade E (Fy = 80 ksi).
Deck Description: 19/32" CDX Plywood (New Construction)
15/32" CDX Plywood (Existing Construction)
Deck Attachment: 8d x 2-1/2" long ring shank nails or' #8 x 2" long wood screws @
6" o.c. in the plywood field and edges
Slope: 1/2:12 or greater in accordance with FBC 2007 Section 1507.4.2
Design Uplift Pressure: 129.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2)
Panel Attachment:
At panel ends #9-15 x 1-1/2" long SDS @ 5.25" o.c. across panel width
At intermediate #9-15 x 1-1/2" long SDS @ 10.625" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL-580-94 `Uplift
Resistance of Roof Assemblies' & UL, 1897-98 `Uplift Tests for
Roof Covering Systems'.
Code Compliance: The product described herein has demonstrated compliance with
FBC 2007 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in
accordance with FBC 2007 Section 1609. The maximum fastener
spacing listed herein shall not be exceeded. This product is not
approved for use in the High Velocity Hurricane Zone.
Supporting Documents: UL 580 Test Report
Hurricane Test Laboratory
Report No. 0293-0203-06, Reporting Date 4/5/06
7
m
ZU
zZ21
00
oto (IF,
Z ON
�^
UT
U
w
A a
O m�po 0fy
�N
m�r�I
F iN
0- Des
iuLL
m"
0
LU
OL