HomeMy WebLinkAboutLETTER - ROOF SPECIFICATIONArchitectonic Inc
June 26, 2017
RECER'=D JUN 2 9 2017
Saint Lucie County Building Department
Attn: Roof Permit Plan Review FILE Y
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure
located at 8104 Coquina Ave., Saint Lucie County, Florida
Manufacturer:
Union Corrugating Company
Profiles:
26 GA. 5V Panel: 24" wide coverage w/ (5) %" high rib
FL#20484.1 Code: FBC 2014: Section R905
Wind Speed:
160 MPH; Ultimate Design Wind Speeds
Exposure:
B
Mean Roof Height:
30' Maximum
Pitch:
%" /12
Required Design Pressure:
Zone1: -38.2 Zone 2: -53.9 Zone3: -101.4
Maximum Uplift Pressure:
Fastener spacing: Zone 1 & 2 -71.0 @ 24" O.C., Zone 3-169.0 @ 6" O.C.
Fasteners:
#10715 x 2" long wood screw with washer@12" O.C. across panel width
through panel rib and interior & 6" O.C. max. @ cross panel width
through panel flat & rib
Underlayment:
Existing peel and stick roofing
Roof Decking:
Existing 5/8" plywood sheathing
The above approved, as per Florida Building Code Compliance acceptances, 2014 Florida Building Code,
and the Manufacturer's recommendations.
806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1
EVALUATION DEPORT OF
U-INTO-N CORRUGATING CVNIPAN
`26 G PYLNEU
FLORIDA BUILDENG CODE 3Tn EDITION (2014)
ORID.A PRODUCT kPPROVAI.,
rFL s484.1
ROOFING
METAL ROOFING
Prepared For:
Union Corrugating Company
P.O. IIbx 2-79
Telephone: (910) 483-0479
Fax: (910) 4&"897
Prepared By:
Bala SactmHnsra. Ph-0- P.E.
Flur ft Professional Engineer 22-40
1216 N Landug Ave, Suite C
Tulsa, OIL 74106
Telephone: (913) 49 599?
FAQ: (866) 366-I 3
This report consists of
Evaluation Report (3 Pam including corer)
Instaffafien D*t2ils 0 Page)
I.'92d' spy Taxale (I Vie)
Report -No. 99-1
Date: 5 23.16
No 62240
— T� F
.4a
®e STATE. '?s:
OR, ID
�.Va _ .
Manufacturer:
Union Corrugating Company
5V Pan.
FL 20484.1
C2088-1
5 23.1b
Pge2af v
Panel Description: 24" wide coverage with (5) 1/2" high ribs
MZTe&ls: Minim 26 ga_.e 80 st 1_ Gdmmized coated sty (ASIi,I A653)
or C yr cn d &Pzd (�ASMI A 92) or pied creel (NSTIM
A755)-
Deck Description: Min. 15/32" thick APA rated plywood or min. W thick wood plank
(min SG of 0 42) far newand odsting com=cfi- _ Designed by
caters a ar-s!taHed as ger FBC 27014-
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new constriction-
E: Undue mmt= One of asphaltshmgles €per One kyer of ;-rig f iAt- For ruling
(o) -=CIionly-
Slope: 1 /2:12 or greater in accordance with FBC 2014 Section 1507.4.2
DesipUpHRP=s,�-
;f g of 24" o-c_
(F-� fSaf , =2'� l 0 ps-f @ iiqSpa-zingOf6,* 0---
Panel Attachment: #10-15 x 2" long wood screw with washer
At interior @ nyx 127 o c_ .across pal whiffi through panel rav
At panel, ends, @w max tip' o_c_ ass pa i wiM timm pand flat and E-ib
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Sys't'-
8.8. a':fY ..'J!. 'E ,gip. d= N ..., 9a'8.:. " ! has d. ±d9 .t!-0 ;.. -+'A 3' 4!'f!Nt Jkt a . A' MC
2014 Section 1507.4
i6fi= Limhattims: Design vv-md loads Aall be detemmed for each prcjectm actor
whh FBC. 2M14 Smarr 1609 or ASCEE. 7-10 usiqg a1hywaWe
design. The maximum fastener spacing fisted hem shall not be
exceeded. The design pressure for reduced fastener spacing may be
compated using rating analysis wed by a Florida Professional
Engm=r or based.on Unite load spau table_ ThLs m nn report is
for use of this product in Y igh Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FL 20484.1
C-7098-1
5.23_16
e3 -of 3
FBC 2014 Section 1505 and current approved roofing materials
diromry, ur ASIM. E1631JUL790 rqMA froman audited lal$ora013F
fGr xaliqp of ffiks FudUE'L
Supporting Documents: UL580 & UL1897 Test Reports
Farabaugh Engincerim and Testing Inc
o_ T197=1 k. Reparfing ade Y12116
PANEL tKRI.All
NEW UNDERLPfMCNT PANEL FAIfrNr.R
Roor PANEL—\ UPLIFT
,.,—SEE DETAIL 9 SEE DETAIL 1 UP FT
G LOAD PER TAARVUOY(AjJl.L
'--
DWINQ IIN[)LRI.AYMtNT [XISTING SHIN(AU DECK
(OPTIONAL) (OPTIONAL) SUPPbfATIACHMENT AND
V' M0 BE
DE'110431 ANO INSTALLED
By 611-ili4b
MIN. '2X- WOOD. P%AFrER/JWST/
TRUSS Al MAX, 24" O.C.
affaQ n AN _a L l QN-Z=S9Qn0-J-q 4j�aA�KiU
PD-15 wiT V! Om WOOD
EW W qjjLR
N0 UNDERLAYMtNT F MIN 20 DAB PANEL
('NISTING UNDPRLAYMVNT
(OPTIONAL) 1WOK (MIN.)
DIM L I
'0-10 X 2" LONV? W000
'C,Rr.W WITH wA5110
NEW UNDERIAYISiNT -A
kXIRING UNOERIAYMrV
(OPTIONAL)
IN 211 Ok PANEL
INNING SHINGLV-.�
(() P 1IONAL)
PLY
IHIIY,, (MIN.)
PM109D
16161,V THICK (MU)
PANR IIAt KEN DESIONR) IN ACCORDANOL WITH THE
3E W, WM 26 GA. EFrr(ll*IVE COVERING WIUM or
ALL UK. INOtALLED, OVER, ',4140THING & STRUOIL11
or AS
IN1 QJ
0 10� 9HAk, BE DEICTMINI'33 rOR EACH 110 Uo
AY :1 I. $ LED Wl' ' ' 1 7 h
iTER iIIAN ili ALLOWAH 1 I)% AD TA Vi
BE IN 00NO NCE WI I I 'I I jljaINr, piv rt,01 A
DIt V CCURS 0. 1 THE MINI
s D 1 9 THE CCU, fif !() F SHALL QONIll L.,
SES Pt lettill'N f r D ESGN THFt�3Pi
IPIl,TBDI INDr [,0T110 AS
or
UNION
CORRUGATING COMPANY
5 Panel Upflft Loads
'Min 26gaD
Description
Fastener Spacing
Allowable Uplift
aloud; Panel Lengdl
Lead
(in)
(1st)
Coverage width: 24"
6
169.0
Panel Fasteners
10
1472
I ft-1 5 IFe�r Its d ss =s 31�
12
1 6-33
sealed mrasher
14
121-7
16
1 -5
Panel fasteneiss spaced at 12"
19
94.7
o c- amss pau nidtl►
r
2-
through ribs.
�a
77_5
2-4
71.0
1. The bold numbers indicate design laa& calculated from test data with safety lactoa of I
. 1� 1� r�.a Q� i wa w t" ��w'� �aaet�s. RLe r& 2 �. . UT on tcmmesa img � at to r�t+c� cra$c�_
ia.11111l/l8,r,fI
A4r, per
- .
w
No 62245
� R b
4
S. TK OF ..
� r
1216 N Lansing Ave., Suite C
91S492
Bala Sockalingam, Ph.D., P.G.
FL 6"4fS