HomeMy WebLinkAboutRevision OFFICE USE ONLY :
DATE FILED : PERMIT #
REVISION FEE : RECEI PT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE , FL 34982= 5652
(772) 462ml 553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/ SITE
ADDRESS :
3512 Sunri se Blvd ,,
Ft . Pierce , Florida
DETAILED DESCRIP '"FION Of PROJECT
REVISIONS :
SUBSTITUTING PRODUCT APPROVAL
CONTRACTOR INFORMATION :
STATE of FL REG . / CERT . :U : CCC1326920 ST . LUClt--.j CO CE RT . # : 16380
BUSINESS 'NAME : STEVE FRONTERA ROOFING , INC .
QUALIFIERS NAME : STEVE FRONTRA
ADDRESS : P . 0 . 80X 9661
CI TY : PORT ST . LUCIE STATE : F LORIDA ZIP : 34985
PHONE (DAYTTMF--m, ) � 772 -336-3880 ]FAX * 772 -336-8568
OWNER/ BUILDER INFORMATION :
NAME : JOHN ROY
ADDRESS -. 3512 SUNRISE BLVD .
CITY : FT . PIERCE STATE : FLORIDA ZIP : 34982
PHONE ( DAYTIME : 772-626- 1949 FAX : NIA
ARCHITECT/ENGINEER INFORMATION :
NAME :
ADDRF.. SS :
CITYCITY : STATE .. ZIP :
PHONE ( DAYTIME) : FAX :
SLCCCO 9123109
Revised 06130117
EVALUATION REPORT OF
METAL SALES MANUF4CTL RING CORPORATION
426 G.-N ., 5V-CRIMP PANEL *
FLORIDA BUILDING CODE 6TH EDITION ( 2101 ? )
FLORIDAPRODtqr CT .ALPPRO NL
FL 14645 .E- R3
ROOFING
NIETAL ROOFING
Prepared For :
Nictal Sales ?Manufacturing Corporation
ti45 South 3 rd Street, Suite ? UU
Loul' s %.r 111e, K17 40202
Telephone : ( 50 '"' ) 855 -4300
F a x 04'M7W ) 85 � -4290
Prepared BN-- .0
Bala Soekali
ngam. Ph . D . , P . E .
Florida Professional Engineer # 62240
1 '.7, 16 \' Lansing Ave ..,, Suite C
Tulsa ,, OIL 74106
Telephone : (918 ) 492w-� 991
FAX : ( 918 ) 493w3n" 68
.0
This report consists of
Elkratuaft"' on Rep ort ( 3 Pages including covets )
Installation Details ( 1 Page ) OCKA (, 4f Ile
Load Span Table ( 1 Page ) %.` �,P . • \c E N S91 %V
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Report No . C 'y 181 -4 ; O�. ,� P* % r\.� �•
Date : 9 . 9 ,. 17 '�,�c�`�; • � 0 R
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F 'L 14645 64 -R3
C" 2182 -4
9 . 9 . 17
Page 2 of 3
Manufacturer : Metal Sales Manufacturing Corporation
Product Name : 5Vft-Cri' rnp
Description : 24 " wide coverage with ( 5 ) I /d'WI=r " highribsPanel
Materials : Min. 26 ga. , 50 ksi steel . Galvanized coated steel ( ASTM A65 .') ) or
Galvalunic coated steel ( ASTM A79 ? ) mor painted steel ( ASTM A755 ) .
Deck Description : Mille 7 / 16 thick OSB or min . 15 /32 " thick plywood or inl* n . '/4 " thick
wood Plank (.min SG of 0 . 4 ) ) for new and existingexistingColl sti- uction s .
Designed by others and installed as per FBC 2017 .
Deck Attachment : 8d x 2 . 5 " long ring shank nal' Is oi-b # 8 x 2 " long wood screws (i 6 " o . c .
( Minimum) in the plywood field and edges . Designed as per FBC 2017 .
Underlayment0 Minimum u nderlay ment as per FBC 2017 Section 1507 - 4 . 5 ,. 1 .
Slope *. 1 /2 : 12 or greater in accordance with FBC 2017 Section 1507 . 4 . 2 .
Requires appiied lap sealant for roof slopes less than 3 : 12 .
Design UP lift Pressure : 30 . 0 psf (a) fastener spacing of 36 " o . c .
( Factor of Safety = 2 ) 17 ,?.. . 5 psf fastener spacing of 6 " o . c .
Fastencr Pattern :
Type *.0 #9 -m 16 or 4 1 0- 14 hex ]lead wood screws withsealed washer . Fastener
shall be of sufficient Ictigth to penetrate through the deck a minimum
Ot 3 / 8 " and installed as per Metal Sales current installation procedttre ,-
At panel ends Cw 6 " o . c . across panel width
At intermediate 12 " o . c . across panel width
Test St andards : Roof assembly tested in accordance with UL580 -06 ` Uplift Resistance
of Root Assemblies ' & UL 1897 - ) 4 ' Uplift Tests 1:'
oc Roof Covering
Systems ' .
Test Equi valency : The test procecit-ires in UL 1897 -04 comply with test procedures
prescribed in UL 1897 - 1 Am?" &
Code Comp iancep The product described herein has demonstrated compliance with FBC
2017 Section 1507 . 4 .
Product LI' i-nI* tah' O1tI.S : Design wind loads shall be determined for each p ro ject in accordance
with FBC 2017 Section 1609 or ASCE 7 - 10 using allowable stress
design . The maximum fastener spaci ng listed herein s hall not be
exceeded . The design pressure for reduced fastener spacing may be
FL 14645 64 -R3
C2182 -4
9. * 90 ..17
Page 3 ot 3
computed using rational analysissa prepared by Florida Pro fess ional
Engineer or based on Metal Sales load span table . This evaluation
report is not applicable in High Velocity Hurricane Zone . Fire
classl* ficafion is not within scope ot this Evaluation Report . Refer to
FBC- 2017 Secti oii 1 � 05 and current approved roofing materials
directory or ASTM E ] 08 / UL790 report troni an accredited laboratory
for fire ratings of this product .
Supporting Documents : UL580 & 1897 Test Reports
PRI Construction Materials Technologies
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METAL SAL-,, ES N--1A .NUF .-kCTL*' R1NG CORPOR.,-kTION
rimp Uplift Loads
(Miam. 26 ga . )
ipt � c� n FastenerSpacing_ Allo %i� able UpliftDesci
along panel leiityth Load!
( Inj ( Pst>
Cq, L,r)N" cra <�e «•id tl1 : 4 6 17 2 .
g 12 (' )' . 0
1 � 90 . 0
Panel Fasteners, 7200
9 - 16 or = 1 0- 1 4 liex Head 13 60 * 0
W100d scree y with sealed � 1 51 . E
kvasliei-
4 � 100
� 7 40eO
; p 35 . 0
31llm ,07
36 3090
Notes :
1 . The bold numbers indicate design loads calculated from test data with safet \- factor of � .
Panels must be installed as per F- valuatioii ReporL FL 146� > .�3 and \ fecal Sales c �irrem installation pro�. edure .
: . j- 1iree or more ,pans condition .
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