HomeMy WebLinkAboutREVISION� I
C� 4Z, L
OFFICE USE ONLY: SCANNO
DATE FILED: \ , PERMIT # a r a 4
REVISION FEE: 5 • tS d St L�cIe®D RECEIPT #
r
PLANNING & DEVELOPMENT SERVIC
THESE. PUNS AND ALL PBCPCSEC WOR.I�SUILDING & CODE REGULATION DIVISION � RECEIVED
ARKE SUBJECT TO ANY GOen,9EC i ONS 12300 VIRGINIA AVENUE
'REQUIRED BY FIELD INISPECTOES TH �f FORT PIERCE, FL 34982-5652 FEB 0 9 A18
'I (772) 462-1553
fai!1'f BE h''�CFSA4`� IN OAK TO I ST. Lucie County, Permitting
CC%-'itrM %YI T H ALL APPLICABLE CODES. APPLICATION FOR BUILDING PERMIT REVIS
PROJECT INFORMATION
r LOCATION/SITE
ADDRESS:
1 Montoya
Ft. Pierce FI. 34951 Ll d 9m
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Change from 5 V crimp to FL17678-R2 -"'1Aire X PJ Y1/1P ,�G1h 4-n -bryr- 1 DO N<5
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC058021
BUSINESS NAME: Richie the Roofer
QUALIFIERS NAME: Richie Newland
ADDRESS: 905 13th St. S.W. I
CITY: Vero Beach STATE: Fla.
PHONE (DAYTIME): 772-473-6197
OWNER/BUILDER INFORMATION:
NAME: Wynne Building Corp
ADDRESS: 12804 SW 122nd Ave
ST. LUCIE CO CERT. #:
ZIP: 32962
FAX: 866-610-8652
CITY: Miami STATE: Fla. ZIP: 33186
PHONE (DAYTIME: 772 878-5513 FAX: tenant(772-971-6667)
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
ZIP:
� J
I
pi}... 1.�. D"vwirte+i�irsvi
• EMS Home I Log In I User:Reg6
zfJflCiB nw-ui
Product-Approval.'USER: Public User
ECEFTED
.11.1E k 'cl f r
ro
ety
Permitting oe ... aegi oa ailPPta ki CbN ears
Ptglugt Aoarbval Menu? Prcrnrict or Aonair
I
t[onSearch >Anhlluition.ISst:> Application Oxtail
V
-< <'
FL #
I FL17678-R2
Application Type
Revision
Code Version
I 2014
ry (
I �1 PLANS
1ANS AND ALL. PROPOSC.D WORK
Application Status
Approved
oil n
. V6W I IV ANT WHRIGC I ICINS
Comments R QU'RED LAY HELD INSPECTORS THK
Archived I I= MAY BE NEECESSAMY IN 002K TO
Product Manufacturer Drexel Metals, Inc. CCFc PlY WITH ALI A!""PUCABLE CODES.
Address/Phone/Email 204 Railroad Drive
Ivyland; PA 18974
(502)303-1511
jshumate@drexmet.com
Authorized Signature i Jason Shumate
jshumate@drexmet.com
t
Technical, Representative
ILL;Opy
Address/Phorie/Email
Quality Assurance Representative
Address/,Phone/Erna i l
Category I Roofing
Subcategory I Metal Roofing
Compliance _Method Evaluation Report from a FloridaRegisteredArchitect or a Licensed
Florida Professional Engineer
u Evaluation Report - Hardcopy Received
i
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report j
Florida Ucense PE-74021
Quality Assurance Entity I Architectural Testing, Inc.
Quality Assurance Contract Expiration.Dat 12/31/2018
Validated, By ILocke Bowden
13 Validation Checklist - Hardcopy Received
,
Certificate of.independence FL17678 R2 COI D�tX15001.2 2014 F8C Evaluation Report NonHVHZ
final.pil
Referenced Standard and Year (of Standard) Standard
TAS 125
01- 580
UL1897
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2006
2004
NEW
ST. LUCIE COUNTY
BUILDING DIVISION 14
REVIEWE
FOR C
REVIEWED BY
DATE
PLANS AND PERMIT
ROUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Product Approval Method Method 1 Option D
Date Submitted 04/15/2016 WrM
Date Validated 04/15/2016
Date Rending FBC Approval 04/18/2016' 1 L
Date Approved 06/08/2016
Summary of products j
FL #
Model,. Numtier or Name
Description
17678.1
Drexel. Metal ' oofing Systems
DMC 100NS,-DMC 150SL, DMC 156SS;'DMC 175% DMC
2005,'DMC 450 & DMC 5V
Limits of Use /
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: N/A 1
Installation Irisfruaions
FL17678 R2. II DRX15001.2 2014 FBG EvaRation Report
NonHVHZ - final.pdf
Verified By: Zachary R. Priest PE-74021
Design Pressure: +0/-180
Other: See evaluation report for limits of use
Created by Independent Third Party: Yes
Evaluation Reports
FL17678 R7 AE DRX15001 7 2014 FBC Evaluation Reporf
NonHVHZ �- finat.ndf '
'
Created by IndependentTh)rd Party: Yes
flack Nex
7
Contact Us :: 2601 Stair Stone Road. Tallahassee, FL 32399 Phone: 850-497-1824
The State of Florida is an AA/EED employer. Copyright 2007-1013 State of Florida: is PrivamStateme.nt :: Accessbilad Statement :: Refund Statement
. j
Under Flotlaa law, email addresses,are public records. Ify6u do:not want your E-mail address released in response to a public-reivrds request, do'not send electronic
mall to.this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275.
(1), Florida Statutes; effective October 1, 2012,licensees licensed under Chapter 455; F.S: must provide the Department with an email address if they have one. The
--.emalls:provided may be used forofRcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
pleaseprovide the Department with an email address which can be made available to the public.46 determine If you area licensee under Cho ter 455, F.S., please
click ham,
Product Approval Accepts:,
Credit Card
safe.
i
i
1
Certificate of Authorization No. 29824
17570 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT I FLORIDA BUILDINGCODE ire EDITION (2014)
Manufacturer: DREXEL,.METALS, INC? Issued"April 12, 2016
1234 Gardiner Lane
Louisville, KY 40213
(502) 716-7143'
wwwArexmet.com
Manufacturing: 'Drexel Metals Association of Regional Manufacturers' (DM -ARM)
Quality' Assurance: Architectural Testing, Inc: (QUA1844)
i
SCOPE
Category: Roofing FILE
x_
19/
Subcategory: Metal Roofing, `
Code Sections: 15044.3.2
PrOPYoperties: Wind Resistance
REFERENCES
Enti
Re6ort No.
Standard
Year
Architectural Testing (TST1558)
56840.02-122-18
TAS 100
1995
Architectural Testing (TST1558)
58389.01-122-44
UL 680
2006
Architectural Testing (TST1558)
58459:01-122-44
UL 580
2006
Architectural Testing (tST1558)
58461.01-122.44
TAS 125'
2003
Architectural Testing (TST1b58)
82776 01-10g-44
UL 580
2006
Architectural Testing (TST1558)
82776.01-109- 4
UL.1897
2004
Architectural Testing (TST1558)
82784A1-109-44
UL 580
2006
Architectural Testing (TST1558)
82784,01-10944
-UL,1897
2004
Architectural Testing (17ST1558).
83296.01A0944
UL580
2006
Architectural Testing (TST1558)
83296.01-109-44
UL 1897
2004
Force -Engineering:& Testing (TST5328)
17810054T-12
UL 580
2006
Force Engineering& Testing (TST5328).
178 l)054T-12
UL 1897
2004
Force Engineering & Testing (TST5328)
17&0055T 12
UL 580
2006
Force Engineering &,Testing (T$T5328)
178;0055T-12
UL 1897
2004
Hurricane Test Laboratory (TST1527)
0281-0209-07
TAS 125
2003
Hurricane Test Laboratory (TSTl527)
0287-0308-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0297.6311=07
TAS 125
2003
Hurricane Test Laboratory (rST1527)
0287-0313-07
TAS 125
2003
Hurricane Test Laboratory_(TST1527)
0287-0512-07
TAS 125
2003
Hurricane Test Laboratory (TST1527)
0287-0706=07
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
AKZC-001-02-01/05
.
ASTM B 117
2002
PRI Construction Materials Technologies (TST5878)
AKZG-001-02-01105
-TAS 110
2000
PRI Construction Materials7echnologies (TST5878)
AKZG-003-02.01/02'
ASTM B 117
2002
PRI Construction Materials Technologies (TST5878)
AKZC-003-02-01/02
TAS 110
200D
PRI Construction Materials Technologies (TST5878)
AKZC-003-02-03/04
ASTM G 26
1996
PRI Construction Materials. Technologies (TST5878)
AKZC-003402-03104
TAS 110
2000
PRI Construction Materials Technologies (TST5878)
DMC-004-02-01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMC-005 02=01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMG006-02-01
TAS 125
2003
PRI Construction Materials Technologies (T8T5878}
DMC-007-02-01
TAS 1'00 ;"
'1995
PRI Construction Materials Technologies (TST5878)
DMC=00&02-01
TAS 100
1995
PRI Construction Materials Technologies.(TST5878)
DMG-OW02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
0MG-014-02=01
TAS 125
2003
PRI Construction Materials Technologies (TST5878)
DMG-016-02-01
TAS 100
1995
PRI Construction Materials' Technologies' (TST5878)
DMC-017-02-01 Rev 1
UL 1897
2004
PRI Construction Materials Technologies (TST5878)
DMC-017-62.01 Rev 1
UL 580
2006
PRI Construction.Materials Technologies (TST5878)
DMC-018-02-01
UL 1897
2064
PRI Construction Materials Technologies (TST5878).
DMC-018-02-01
UL 586
2006
DRX15001.2
FL17678-R2
This evaluation report'is,provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this. report is valid.
This evaluation report does not'express nor imply viarranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK FILE COPYaREXEL METALS, INC.
Metal Roofing
TEcHNIC1Ai,1SF_FvitE!5i, LLC
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST6878) DIVIC,024-02-01 UL 1897 2004
PRI Construction Materials Technologies (TST5878) DMC-024-02-01 UL 580 2006
PRI Construction Materials Techribldgies (rST5478) DMC-033-09-01.1 UL 1897 2004
PRI Construction:Materials Technologies (TST6878) DMC -033-02-01.1 UL580 2006
PRODUCT DESCRIPTION
DMC 1LOONS
Pr flea_ in. snap...
Voff,
—V .Ndfisp snap!StAftpg
. A. ,.
seI 'pe nail
strip
Mateip-ail: in-. gqj�,;,
9Z 5
65
11,,,: .0 M`;V
Section 1507.4.3
DMC 150SL
Profile: 1.5 in; snap lock seam;
Max. 16 in. coverage,
Description: Non-structural, snap
lock standing seam roof panel
Material: j Min. 24 ga. TRINAq@.
or GEMM -A-, STAIR M coatedASTM A1.92 AZ50, or
ASTM A653 G90;,FT
1=,min. 50 ksi; Shall conform with FBC Section 1507.4.3
T1
V
DMC 15USS
1.5 in. mechanical seam; Max. 16 in. coverage.
Description: Non-structural, mechanical lockstanding seam roof panel
[Material: Min. 0.032 in. TRINARO or CERAM-A"aTAR@ coated ASTM B209 aluminum.; Fy
min. 16,ksi; Shall -conform with FBC Section 1507.4.3
Min. 24 ga. TRINARO or CERAMA-STARO coated ASTM A792 AZ50,or
-ASTM A653 (j90;,Fy1,=' min. 50"ksi; 'Shall conform with FBO Section 1507.4.3
Zn a
2 is
16"
DRX115001.2 FL17678-R2' Paae 2 of
?d for State of -Florida- productiapprbval under Rule. 61 G20-3. The,rn6nufatcturdr shall notify. CREEK
Product changes.or-qualily assurance chan9es4hi-bughout-the duration for which this repoit !svalid.
express nor imply Warranty, installation, recommended use, or other.prqduct attributes that are not
CREEK
r=ctA `4JCAL SERVICES, Liar
1"'ILE COPYo�xEl- METALS, INC.
Metal Roofing
DMC 1758
Profile:
1.75 in. snap lock seam; Max. 18 in. coverage
Description: !
Non-structural, snap lock standing seam roof panel
Material:
Min. 0.032 in. TRINARO or CERAM-ASTARO coated ASTM B209 aluminum; Fy =
min. 16 ksi; Shall conform with FBC Section 1507.4.3
Min. 0.040-inch TRINARO or CERAM-A-STARO coated ASTM B209 aluminum (Fy
= min. 20 ksi); Shall conform with. FBC.Section 1507.4.3
l
I
Min. 24 'ga. TRINARO or CERAM-A-STARO coated ASTM A792 AZ50, or
ASTM A653 G90ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with
FBC'Section 1507.4.0
T_
� 18"
I
DMC 200S
I Profiler _
2 in. mechanical seam; Max 16 in. coverage
Description:
'I Non-structural, mechanicallock standing seam roof -panel
l Material:
i Min. 0.040' in. TRINARO or CERAM-A-STARO coated ASTM 9209 aluminum; Fy =
min. 20 ksi; Shall conform with FBC Section 1507.4.3.
Min. 24 ga. TRINARO or CERAM-A-STAR@ coated ASTM A792 AZ50, or
ASTM A653 G90ASTM A792 or ASTM A653; Fy — min. 50 ksi;" Shall conform with
FBC. Section 1507A!3
27 T I
I 2 Z°
l
i IV,
i
DMC 450
Profile: f 1.5 in. snap lock seam; Max. 16.in. coverage
Description:.j Non-structural; snap lock standing, seam roof panel with concealed clip
Material: ( Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with.FBC
Section 1507A.3
I
f �
DRX15001.2 FL17678-R2 Page 3.of 5
This evaluationreportis provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall_noft CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the, duration for which this report is valid.
This evaluation report does not express nor imply warranty,; instaliation, recommended use, or other product attributes that are not
specifically addressed herein.
A CREEK.
TECHNICAL. SERVICES. LLC
DREXEL METALS, INC.
Metal Roofing
DMC 5V
Profile: ; 318 in. ribs; 24 in. coverage
Description: ;L Non-structural, through fa- stened`roofpahel
Material: Min. 26 ga. TRINARV or CERAM-A-STAR® coated ASTM A792 or ASTM A653
090 ; Fy =_.min. 50 ksi; .Shall conform with. FBC Section 1507.4.3
-- — -- 24" Coverage —
I a
UMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. This report is not for -use in the�iVHZ. i
3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding anl'in accordance withFBC requirements,
4. hoof slope shall be in accordance with FBC•:Section' 1507A 2.
5. Reroofing shall be in accordance with FBC Section 1510_
6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
This evaluation report is provided for State of Florida product approval under Rule 61020=3. The manufacturershall,notify :CREEK
Technical Services,, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
PYEXEL METALS, INC.
CREEK L Metal Roofing
T'ECHMICAL SzRviCEs, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest,, P.E. have demonstrated compliance with the Florida Building
Code 5v' Edition (2014) as evidenced in the referenced documents -submitted ,by the named manufacturer.
R.
°a�p'�Y • pR/���i
• No 74021.
1713
0.- ,STATE OF •:�L�
CERTIFICATION OF INDEPENDENCE
2016.04.12
10:41:53
-04'00'
Zachary R: Priest, P:E.
Florida'Registration No. 74021
Organization No. ANE9641.
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest. in any company manufacturing or distributing
products under this`evaluation,
CREEK Technical Services, LLC Is not owned, operated, or controlled by anycompany manufacturing or distributing products under
this evaluation. 1
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R: Priest, P.E. does not have, not will acquire, a financial interest in any otherentity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A —Installation (10 pages).
2) APPENDIX B — Approved Roof Systems (7 pages),
3) APPENDIX C — Design Wind Loads(4 pages)
DRX15001.2 FL.17678-R2 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is, valid.
This,evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
is CREEK
TECHNICAL SERVICES, LLC
Note
..raw � �• .N �, • z.
i.
report for
APPENDIX A
Unless otherwise ;specified, in this report the following installation details shall be met for the named products:
Component
Product
Ins#altatiott;Detail
i L _H
"
with sealing washer
S#iall penetrate through he sheathing a minimum 318 in. Must be corrosion
resistantin accordance with FBC section 1507AA.
x .r .
#10-14 HWH tivoodscrew
rth sealing washer
#10=13 PH;woodscrew:`
Fasteners
410-16 DP3 PH self
drilling screw
Shall penetrate through the top rib of the steel deck a minimum 3/4 in. Must be
414-13 DP1 PH serf-
corrosion resistant in,acaordance with FBC section 1507.4.4.
drilling screw
Bearing. Plates
18 ga. Bearing Plate
3„
I
24 ga. in -seam clip
i
i
DMC 150SL Clip
i
I
'+t
I
i
Clips
24.gal SS in -seam clip
I L
24 ga. DMC 150SS Clip
15n
.311
e
o
3" 2n
4
DRX15001.2 FL17678-R2 Page 1 of 11
This evaluation report is provided for State or Florida product approval under Rule 61G20-1 The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report. does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
L METALS, INC.
CREEX tmILE C 0 P'4X Metal Roohno
TECHNIC,AL SERVICES-, LLC
APPENDIX A
'Component '-''
Peod,uct-
-1nst611ati6r!-D6faiI:-
18 ga. base;,22
ga. butterfly in -seam clip; 120 in. length; top slider 12 in. o-c.
DMC 2008 Continuous
Butterfly Clip
24 ga. iri-seam clip
DMC 450 Clip
Sealants
Bos tik 70-05A
shall b= continuous beads along the seam I
1 .
Bostik Ch��
Fastening Details
Attachment
WC-101ONSR
1- �� "A,
z-
45 W,
3M,
---DMG I OONS PA
5A R - 3/16.", BEADS)
pereed,
#10 - 1-3 PHW
.2
FL
Of 11
This evaluation. report is providedfor State. of Florida Product approval under Rule 61 G20-3. The manufacturer. shall notify WEEK
Technical Services, LLC ofanyproduct changes or quality Assurance changes throughout the duration for which this report .is valid.
This evaluation report does not express nor imoly'warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
.4
��. CREEK
tECHNICAL SBRiACI:t% L.t,C
The following notes shall be observed when using the assembly tables br
1. Maximum Design Pressures.(MDPj were calculated using a 2:1
2. Werto'LtMmA;lorss and sections of this'evaluation.when using.
3. Referto lNSYAUAT16 section ofthis,reportforiinstaliation detail
4. The on -center (otc:) spacing givemis lhe.maximum allowable:atl
5. Sfeel'Dedc'shall be designed by others in accordance with FBC
conforming to,ANSi/SDl-RD1:0 S FBC:
6. Wood Deck shall be designed by others in 'accordance with
sheathing at maximum 24-Inch span.
IFILE COPY
o q
'Metal Roofin-r
0 of safety per FBCSection 1504.9.
ble(sybelow.
the infomtstion is not explicitly, stated for the:selected'assembiy.
antspaong forthe.rated system.
ements and shad be minimum 22:ga (Fi = min,33 ksi) Wide Rib Deck (rype WR)
requirements and shall be minimum '15/32-incti'.thick APA Span -Rated plywood
Roof SystetrtNumbers'and Definidons- .
00NS-WN
DMC ICONS over Wood Deck ewcrF)dstin
150SL--W#
DMCA50SLover-Wood ;Debk eworExistin )
15aSS-S#
DMC"15M over Steel Deck" New orE6dstin
150SSM9
DMC 15OSS over Wood Deck Newbr Existin
175SS# -
DMC 175S over Steel Deck(New or Ebstin
175S-W#
DMC 175S over Wood Deck(new or Existin
200S-S#' .
DMC 200S'overSteel .Deck(New or Existing)
1,0fW
DMC 2005'over Wood Deck: New or Existin
450•WO -
.DMC450:over Wood Dedc(New orE)dsdn
Sv: #
DMC 5V over Wood Deck New orEAstin
is valid.
Page 1 of 7
x changes or
use, or other
CREEK
TECHNICALSERVIC•ES, LLC
DREXEL METALS, INC.
Metal Rooting
APPENDIX B
Approved.Systems for DMC 100NS over Wo&I Deck (New or Existing)
System
No.
Deck
Fire Barrier
Undertayment
lI
t Roof Panel ,.
Panel Attachment
MDP
�
f.;.��.�.,/,.�.
vn,. ..� a.4�¢n`I .�I. 4,1 .t. "}rln., it ,c.'__t_ �',: �: �. •�,1
.
100 W1r
TIAn 15/32
ood�
OPTIONAL `'I`0
"Veisssf leld Sofo
Asreue
FBC
4a.DM100NS
Max 164nch
DMCiqrd00NS;Siandardattachmen[v6tlrfastenKp�f
l A�
?.�Si'
qq
,tCDXplyx
wide
n r�fspaced-10 6trn o c Rj r
10ONS-W2
Min. 15/32
OPTIONAL
As required per
�24 ga. DMC 100NS
DMC 100NSSiarrdaide ntent Wth fasteners
COX plywood
Versashield Solo
FBC
Max 16-inch, wide
spaced 5.25 m. o.c.
-120
100N5 W3
Min. 15132
OPTIONAL
As required per
124 ga. DMC WONS
DMC 10ONS Enhanced attachment with fasteners
CDXpiywood
Versashield Solo
FBC
I Max 16anch wide
spaced 525 in. D.C.
-135
Approved Systems for0MCA50SL over Wood.Deck'(New'orEzisting
S No-
Deck
Fire Barrier.
Underayment
t Roof Panel
Panel Attachment
MDP
(psf)
15DSL-WI
Min. 15132
iOPTIONAL
As required per
124 ge: DMC 150SL
DMC 150SL Standard attarhmentwith,clips
COX plywood
Versashield Solo.
FBC
Max 164nch wide
spaced 16 in. oxc
-52.5
Ap0oved Systems foir DMC,150SS overSteel
Deck ew orExistin
-
SWem
No:
Deck - -
Fire Barrier
, - Insulation
Undedayment
Roof Panel
PanefAttachltient
MDP
j
(psf)
1505SSi
Min. 22 ga.
Type B,
As required
Min.1 in. Approved
polyisocyanurate
As iequfred per FBG
24'ga. DMC 150SS
DMC f50SS #14 BuaeAly atladvnent with
-41.7
Grade 80 Steel
insulation board
Max 164nch wlde
clips spaced 361n. am
15OSSS2
Min. 22 ga.
Type B,
As required
Min. 1 in. Approved
polylsocyanurale.
Approved ASTM D
24 ga. DMC 150SS
DMC i50SS:#14 Fixed - 90 attachment
71
Grade 80 Steel
insulation board
1970.undedayment
Max 1&inch wide
with clips spaced 16 in. o.o.
Min. 22 ga.
Min. 1 in. Approved
15DSSS3
Type8,
Asrequired
polyisocyanurate
As required par FBC
24 a: DMC i
g 50S5
DMC i50SS #i4 Butte dlyattachment with
-92.4
Grade 80 Steel
insulation board
Max 16•inch w de
clips spaced 24 in. o.e.
Ur Iouui.4 - - FL17678-R2 .Page 2 of
This evaluation report Is provided for State of Florida product approval under Rule 61G203, The manufacturer shall notify CREEK Technical Services; LLC of any product changes or
quality assurance changes throughout the duration for which this report'is valid:, This evaluation report does not eVress nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
JCREEK
TECfriNICALSERVICES, LLC
DREXEL METALS, INC.
Metal Roofing
APPENDIX C
The following tables provide design wind loads for components and cladding In accordance with Section 1609 of the:FBC and ASCE7-10 underthe following
provisions: j
1. For Hip roofs between2AZand 5.6,12, Zone 3 shall be -treated as Zone 2.
2. Wind speeds for risk category I, II, 111, and. IV buildings shali:be'asidefinedin Seotion'1609 of the FBC.
3. Exposure B, C, and D shallbe as defined in section 1609'of the FBC.
4_ Design wind load provided only for gablelhip roofs with roof slopes between 2:12 and 6.1:12
5: All calculations.aro based on an effective wind area of 10-ftz or less.
6. Topographicfactorssuch as escarpments or hills have been.exduded from the analysis
7. Overhands.have been excluded from the analysis.
8. Wind directionality factor; Ka = 0.85
9. Vun is shown In the tables below. Design wind loads are calculated using %A = VWrJ0.6 per 1609.3.1.
10. Projects with mean roof heights greater than 6D-ft shall be evaluated`by a licensed`design professional
11. Zones 1, 2, and 3 shall be;defined as shown below. Dimension °a"shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever
Is smaiier,.but not less than either 4% of-Ihe.least horizontal dime nsion.or3 ft
I
Gable i Hip \
a
a _
a o a 1 I \
2 ] 2:
i
DRX16001.2 FL17678-R2 Page 1. of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The, manufacturer shall notify CREEK Technical, Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid: This evaluation- report does not eigiress nor imply warranty,:Installation, 'recommended use, or other'
product attributes that are nut specifically addressed herein.
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t I DREXEL METALS, NC.
CREEK Metal Roofing
TECHNICAL SERVICES, LLC
APPENDIX C
Gable/Hip Roofs; in Exposure D'Roof'slolpb between 2:11 and 61.12Y,',
ldlrig� t
.Zone
Mean -Bast
Ro6f"',
v d Speed ftph) 4.,
12, -
"'j 30 ' -
z
�. : --I -to
118.0
199
200
20
-21.9
25.7
-29A
-34.3
-39.0
-44:0
-49.3
55.0
-60.9
25
-22.7
-26.7
-31.01
.35.5
-40.4
-45.6
-51.2
57.0
-63.2
30
-23.6
-27.6
-32.1t
-36.8
-41.9
-47.3
-53.0
-59.1
-65.4
40
-24.8.
-29.1
33-%
-39.7
-44.0
-49.7
-55.7
-62-1
-68:8
50
25.8
-.30.3
-35.11
-40.3
45.9,
-51.8
-58.0
--84.6
-711.6
60;
-26:6
31.2
36.2
-41.6
47.3
53.4
-59.9
-66.7
-73.9
20'
-382
-44-.8
52-0
-59.7
-67.9
-76.6
-8s.9
-95.7
-106.0
Enclosed
2
25
39.6
-46,5
-63.9
-61.9
70A
79.5
-89-1
-99.2
-110.0
30
-41.0,
.48.1
-65.8
m64.1
-72-9
-82.3
-92.3.
-102-8
-113.9
40
-43.1
50.6
-58.7
-674
76.7.
-86.5
-97.0
-108A
-119.8
50
-44.9
52.7
;61.1
70.1
-79.8
-90A
-101.0
-112-5
-124.7
60
-46;3
-54.3
-63.0
-72.4
-82.3
-92:9
-1042
A 16.1
-1286
20
-%5
-66.3
-76.8
=88.2
400.4
-113.3
-127.0.
-141.5
-156;8
25
58.5
-681
-79,7.
-91.5
-104.1
-117.5'
-131.7
-146.8
-"162-6
3
30
-60.6
71.2
-625
-94.7
-107.8
-121.7
-13&4
-152.D
-168.4
40
-63.8
74.8
-86.8
-99.6
-113A
-128.0
-143.5
A59.9
477.1
so,
-66.4
-77.9
-9o.4
-103.7
-118:0
-133.2
-149.4
-166.4
-184.4
60
-66.5
.-80.4
w93;2
-107.0
-1121.7
137.4
-154.1
-171.7-
-190.2
20
-29.4
;34.6
-40.1
-46.0
-52.3
-59.1.
-66.3-
43.8
-81.8
25
-2105
-35:8
-41.6
-47.7
-54.3
-61.3
-68.7
-76.5
-84.8
30
-31.6
-37.1
-43.0
-49A
56.2
-63.5
-71.2
79.3
-87.8
40
33.3
39.0
-4E3
-520
-59.1
-66.8
-74.8
-113A
-92-4
50
34.6
401
-47.1
-64.1
-61.6
-89.5
-77.9
-86.8
-96.2
60
-35.7
-41.9
48.6
56.8
-53.6
771.7
-.80.4
-89:5
-99.2
20
-45.7
53.6
-622
-71.4
-111.2
-91.7
-102.8
-114.5
-126H
25
47.4
55.6
-64.6
-74.0
-84.2
-95.1
7106.6
418.8
431.6
Partially
2
30
-49.1,
-57.6
-66.8
-76.7
-87.2
-98.5
-110.4
A23.6
136.3
Enclosed
40
-51.6
-60.6
T70.2
-80.6
-91111
-103.6
-116.1
-129.4
=1143.4
so
53.7
-63.1
-711
.83.9
-95.6
-107.8
-12M9
-134.7
449-2
60
-55.4
-65.0
-76.4
=88.13
-98.5
-111.2
-124.7
-138.9
-153.9
20
-64.01
-87.1
-99.9
-113.7
-128.4
-143.9
-160.3
477.7
25
-66.3
-77.6
-90.3
-'103.6
-117.9
-133.1
-149:2
-166.3'
-184.3
30
-68.7
-80.6
93.5
-107.3
422.1
-137.9
-'164.6
-172.2
-190.8
3
4D
-72.3
-84.8
-98:3
-112-9
-128.5
-145.0
-162.6
-181.1
-200.7
50
-75.2
-88.3'
-1102.4
-117.5
-1337
.151.0
A69.2
-188.6
-208.9
60
-77.6
-91.1
-105.6
-121.2'
-155.7
-174.6
_ji .5
-215.5
DRX15001.2 k17678-R2 Page 4 of 4
This evaluation report s provided for State of Florida product approval under Rule 61 mim;. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assumnes changes throughout the duration for which this repo d.
j are not L . I is vall This evaluation re
port does not express -nor imply.warranty, installation, recornmendeduse,'br other
product atthbutes tha specifically iadress�ed hemin.