HomeMy WebLinkAbout14-15877 ='� --`-�'r CI OF ZEPHYRHILLS
5335-8TH STREET
; �sis��so-ao2o 1587
B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15877 Address: 7736 KAY MARIE AVE LOT 231
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISI N Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0170-00000-2310
Improv. Cost: 2,390.00 OWNER INFORMATION
Date Issued: 12/24/2014 Name: REW, HOWARD &JOAN
Total Fees: 75.00 Address: 7736 KAY MARIE AVE LOT 231
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/24/2014 Phone: (813)783-3464
Work Desc: METAL ROOF
CONTRACTOR S ' APPLICATION FEES
HOMEOWNER REROOF RESI ENTIAL 75.00
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In ections Re uired
DRY IN R OF INSP
TAPE JOINTS ROOF IN�
FINAL�=�_
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the fol owing reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corr ctions not made when inspections called d) work not ready for
inspection when called e) permit not po ted on job site� plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this property that
may be found in the public records of this county and there may be additional permits required from other governmental
entities such as water anagement, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans,Specifcations Must Accom any Application.All work shall be pertormed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
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' CONTRACTOR SIG ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
PROTE CARD FROM WEATHER
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ity of Zephyrhills
BUILDING LAN REVIEW COMMENTS
CantractorlHomeowner: �'t t��t� � E , R�tJ S
Date Received: �2- ` 2 3 - � `�
Site: '�? � .3 � �<AY �/j�R1 t� F1v�.
Pertnit Type: M L +� �- ' ����
Approved wlno comments:I� Approved w/t e below comments: ❑ Denied w/the below comments: ❑
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This comment sheet sha11 be kept with the permit d/or plans.
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Kalvin Swrtzer-P s Examiner Date Contraetor andlor Homeowner
� (Required when comznents are present)
- o��-,o„-��,�v ` ctry ot���in miits Permit�appiication �- � Fax-813-780-0021
B {Iding beparfinent `
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Date Rece�ved Phone Cont ct for Permlrting �
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Owner's M��e Own�r Phone Nutnber 3 �� v v c � r e'�`„�,_,
Dwner's Addtess � �10 � �"4 A 2 f�-- � �/ Owner Phone Number � .—��
Fee Slmple Titleholder Name Owner Phone Number � �
Fee Simple Titleholder Address � . -- — --
JUB ADDRESS � t U� , _ _ , _.. - r{�OT# �
Y ~ .-
5U0DIYlSIUN �� � Pa CE9.ID�#
__�.__ _ _ , - _ -- -------- -- --- -- - - - - - ------___ - - ldBTA1NED F'FtOM PR�DPEFt'TY TA1(NQTICE)_'y_ � _- -- - _ - -
; WORK PROP08ED e NEW CONSTR 8 AD /AL7 � SIGN Q Q DEMOLISH
INSTALI RE AtR
PROP08�D USE;' Q SFR [� CO M ['� 07HER
FYPE OF CONSTRUCTION Q BLOCK [� F ME � STEEL Q
DESCRIPTEQN t}F WORK L T'R �- 0 0 �
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BUILDING SMZE � � SQ F007AC,�E NEIGHT ,,
QBUILDiNG $ !) �.. C��y�� VALUAT ON OF T07AL.GONSTRUCTIQN
ot
QELECTRICAL $ AMP SE VICE [� PROGRESS ENERGY L] W.R.E.C.
QPI.UMBiNG �6� .`'1
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�]MECHANICAL $ VALUAT ON OF MECHANICAL INS7AI�LATION ��
OGAS Q ROOFiNG � SF CIALTY �,� dTNER
=1{ViSHED Fi.ObR ELEVATIOTdS ��� FL OD ZONE AREA QYES NO
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9UILQER � �COMPANY , ��G�,�y` r ` '�'s(�,1 �/�,,.
3Qi�sR�A�l�lRE r REGiSTERED Y! N FEE CURR�� Y/iV
- Address Llcense# � � �
cLEGTRICIAN COMPANY
>lGNATURE REGISTERED Y/ N FEE GURRE� Y/N
Address Ucense# �� � �
aLUMBER � � COMPANY
31GNATUR� � REGlSTEREd Y/ N FEE Gt7RRE� Y/N
Address License# �— ��
AECtiANICAI COMPAtdY'
ilGNATURE REGISTERED Y! N FEE CtlRREE Y!N
1
Address , Ucense# r� �
)TH�R � COMPANY
EIGNATURE REGIS7Ettea Y/ N F&E CURRER Y/N
Addtess License# � ` �
lEStDENT1AL Attach{2)Piot Ptans;(2}ssts of Buflding Pians;(1) et of Energy Forms;F2-O-W Permii far new constructtan,
Minimum ten(10)wotking days after submitkal date. Requlred ansfte,ConstrucUon Plans,Stormwater Plans w!Silt Fence Instalfed,
Sanitary Facliities&1 dumpster;Site Work Perrnit f r.subdivislonsAarge pro)ects
:OMMERCfA! Attach(3)complete sets of Building A#ans plus a Cif Safety Page;(1)set af Energy Forms.R-O-W Permit for new constructton.
Mtnimum ten{1Q)warking days after submitta!date. Required onsite,Constructlon Ptans,Storrrawater Ptans w!SITY Fence instalfed,
Sani#ary Facllitles&1 dumpster.Site Work Permit f r ali new pra)ects.All commerclal requirements must meet compliance
�lGN PEf{MIT Attach{2}sats of Engineered Ptans.
`""•PROPERTI SURVEY requlred for all NEW con trucUon. _
�irections:
F(II out applicaRtan completely.
Owner 8 Contractor sign back of appllcation,natarixed
If over$2500,a Notice af Commencement Fs required. (A!C u grades over�7500}
' ' Agent(for the contracfor)or Power of Attomey(for the owner)wou d be someone with notarized letter ftom owner_authorizing same
� iVER TNE COUNTER PERM1TTi�SG {Front of Appflca�on Onty) -rv-,, , .��_�... ... °°.°° .._-�-,�.,
;eroofs It shingles Sewers Serolce Upgrades A/C Fen es{PIaUSurvey/Foa#age} � . • „„� "'� ,'� :';�.���• = i
A A' �r . ,.3 � .P
Drivewayrs-Not over Caunfer if on pubflc roadways..needs ROW = _y;. , �° ��.�r . __ , - ��
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NOTICE OF DEED RESTRICTIONS:The undersigned.understands that this permit may,be subject to"deed°restrictions"
�nrhich may be more restrictive than County regulations. The undersigned assumes responsibllity for compliance with any
applicable deed restrictions:'�
UNLICENSED CONTl2ACTORS AND CON7RACTOR ItESPONSIBILlTIES: If the owner has hired a contractor or
cont�actors to undertake work, they may be reyuired to be licensed In accordance with state and local.regulations. If the
contractor is.-not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to.contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
I 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
'- -� - portions of the "contractor Block° of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
Counry. ' '
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOi/ERY FEES: The undersigned understands
that.Transportation Impact Fees and-Recourse Recovery. Fees may apply to the.construction of r�ew�buildings, change of - '
-" use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,.that such fees, as may be due, will be identified at the time of
permitting. It Is further understood that Transportation Impact Fees and Resource Recovery_Fees.rriust bs patis"prior�b=
receiving a "certificate of occupancy" or final power�eiease. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance: Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must-be paid prior to-permit issuance in accordance with applicable Pasco County ordinances.
I CONSTRUCTION LIEN LA11V(Chapter 713� Florida Statutes� as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Fiorida Construction Lien Law—Homeowner's I
Protection Guide" prepared by the Florida Department of Agriculture and�Consumer Affairs. If the applicant is someone
other than the°owner', I certify that I have obtained.a eopy of the above described document and promise in good faith to ,
deliver it to the"owner"prior to commencement. '�
CONTFtACTOIt'S/OINIVER'S 14FFIDAVIT: I certify that all the information in this application is accurate and that all work
will�be done in compliance with all applicable laws regulating construction, zoning and land development. Application is �
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has ,
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating I
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also I
certify that I understand that the regulations of otfier government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to_be in compliance. Such agencies include but are not limited to:
' - Department of Ernironmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterMlastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
I Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
� - Department of Health � Reiiabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
__ - _ US.Environmental ProtectPor�Ager�cy-Asbestos.abatement. - - -
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:�
- Use of fill�is not allowed in Flood Zone"V"unless expressly permitted.
- If the flll material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed-by the State of Florida.
- If the fill material is to be used in Flood Zone "A° in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fitl is•found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill; an engineered drainage.plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in I
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, I
plumbing, signs, wells, pools, air�conditioning, gas, or other installations-not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to.violate, cancel, alter, or ,
set aside any provisions of the technical codes,.nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is�commenced within six months of permit issuance, or if work authorized by
the pe�mit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the.Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the�job.is considered abandoned.
' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M�►Y RESULT IN YOUR
� PAYING TWICE FOR IIYiPROVEMENTS TO YOUR PROPEIZTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR.LENDER OR�AN.ATTORNE EFORE REC.ORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 7.03) - ' ,n
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OWNER OR AGENT CONTRACTOR ,
Subscritied and swom to(or afflrmed)before me thi � Subscrlbed and bwom to(or afflrmed)before me this
by y
Who is/are persona known to me or has/have produced Who Is/are personally known to me or has/have produced
as identlficadon. as IdenUfication.
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Notary Public Notary Public ,
Com lo�s��i�: Com�missli.o,n#FF 13707 Commission No.
yf °`-'���°y,•Feinlnsun^ee8063�`�'7059
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Na e , ped,printed or stamped Name of Notary typed,printed or stamped
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ALL Claims and 9�eturned Goods M.USY'�e Ac ompan'ied �y Tlii`s�,-�ill t� !
SIGNATURE � �k
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M@t I S)/5'tE`�'1'15 I�'1C. ❑ TIME T CITY
3301 Paul Buchman Highway • Plant Ci y,Florida 33565 • Office:(813) 752-7088 • Fax:(813)759-0647
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Customer. .�3- , , . `•�;,,�,�.���� � , f;' - _ �,.• � ;;
Phone#s: Date: `�
Address:
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When will order be picked up: Who took the order: �`�.'� �
Total Linear Feet: � � � '•__� Ho will customer pick-up load?
Material Counted &Recieved By: Payment: Cash ❑ Check ❑ Charge ❑
Card Type: Master Card❑Visa❑ Card No. Expiration Date:
Initials Price Quantity Le gths PanelStyle MaterialThickness
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'-f � r'�' Q 9-5 Rlb(Max-Rib)
`��� `��'���j � 30 Gauge _ 26 Gauge
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_ ❑ EconomyPanel ��~ZgGauge . �4Gauge
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Colors or Mill Finish
� �,Q Polar Whtte ^ Q Llght Stone ❑ Sahara Tan
�•--"} � .--- r,_ �. ❑ Tudor Brown ❑ Antlque Bronze ❑ Burnlshed Slate
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❑ Country Red ❑ Brlght Red ❑ Charcoal �
i � � Ash Gray ❑ HawaYi Blue ❑ Burgandy
� Ivy Green ❑ Regal Blue ❑ Primer Green
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� J C11'Cle: Galvanized Galvalume ,
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� Hatchannel:
� 24 Gauge 22 Gauge
� -"-- � 20 Gauge 7 8 Gauge
Notes: "
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Who ran the sheet metal: Date: Number of�Flats:
TR�M P RI C E LIST Who made trim? Trim location?
ALL IN 10 FOOT LENGTHS f � ;-� - •-- Type,Description&No.of pc.
Screws? � --��� ' � �'' •-�-����' Length
CUSTOM TRIM FLAT CAP FLASHING CORNER 6 GABLE ,
� Color.
^ Screws? �---`�
` � , Type �-jr � S�. n ��J#�1� /
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n 579.00 f1.90LF �526.00 f2.fi0LF.�f28.00 52.60LF �f19.00Fr 51.90LF Foam Closures? TYP�-�'�T� (� �1"� f
INSIDE CORNER WiGE iRACK COVER SMALL TRACK COVER RAKE 8 GABLE Type tf FIC � �
r� 'W�,� •�� Styrofoam� _ Type #pc
0 f79.00 ,f130 LF.�f26.00 S2.fi0 LF. ❑s 58.50 5.85 LF �f77.00 51.70 LF p�pe Boots?�� -� Type Yr pC
EAVE TRIM DOOR EDGE BASE SLIDING OOOR JAM Type �PC I
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s se.so S.BS LF s se.so 5.85 LF. 5' f7.50 f.75 LF.0 510.50 s+.os�.F. A-10 Tape? �'
EAVE TRIM II TRANSITION BASE II OVERHEAD DOOR JAM Roof Pitch: �
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I� Enqineer Evaluator: '
Samuel A. Greenberg, P.I�, #34 45 ;���fl�� ���.�
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V��lidator: � ; --__ -
Andrew Lovenstein, F'.E, i �
Floi-ida St:ructural Engineering., nc, ;
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' DAI�SC.O • �roduct N9anufac4ur:e:r: ,
• EPIGINEERIiVG,LLC NIEtaI ��/Ste�T1S If1C.
I r-o eox�aoo
' �9���'������P�a== ; 3301 Paul Buchman �IWY ' '
n.roi o coo�n,r�aas�z I
; P17nt City, FL 33585 ! � ,
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imm�cl A.Grecnberg.PE I '
! � F'r�duct Description�: � , �
; ��,,,�., o�.�,SO�.Nr_ : 29 Ga., 36" Coverac��, 3/4" Tall Rib, non-struct'�ral metal rooF pari�l ��ver min. 15/32"
; • Plywood. � ,
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i Thu'I H.Fl�ynh.PE. ' .
� � F'anel Roliformer: MRS Met .I Rc�liforming Sy;stems
' • 13;�06 jtJ. Newport HWY
' �Uaish 9.Shah,FI?
� Mead, W shington 99021
i C��mpliance �ta4aen�.nt: ' �' ,
� TPte product as dPSCribed in thi reportl has der�onstratECl cornpliarice with the Florida
� guilding Code 20'10, �>�ctions;1 04,3.2. '
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'�, D��r,umentation �ups�or�ing th Compiian�e Sfi�temen�t:
� Trie product has been tested i'n ccordance with: ;
, � UL 58(�/ UL. 1897 y F.orce.Engine��ring & Testin��
o TAS 1�!,� '
, o -�est RE;port 129- 475T-08D i� 12�)'-04757-OE3�
� A) Fa�ten�r S�a ing at 24" U.C,
I B) Fa��ten�r Sna �ng at 12" U,C, '
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; L.imitation� and C;on�d.itions of se gor NO�I-HV�FdZ:
', M;a�i�num Roof Com�onent Up ift Pressu�e: 144.58 psf (ultimate: wind pressure)
, @ 2'-0"" O..C;. �a�ter�er Spacing
� , ; 243.33 ps•f (ul4imate, wind pressure)
' ' @ 1`••0'°' O.,C;. Faster�er Spacing
� f�a�riel.Mat�:pial �t�r�d�ird�: 29 Ga., 0,0145"'material 'thi.cl<ness, Grade 8U.
j P�anel Materi�l :s'hall comK>ly +Nifih FE3C ;2010,
j � Section� 1507,4.3
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� {'�fr►el Gli Fastener,:�;
p �' #10-16/8 F-IWH Woodgrip @ 2.�4" O.C. @ 9"-9."_9"_9"
Fa�tener F'atter�n min. %4" Penc.tratic�n into plywood.
' #9-15 HWN�Wc��dgrip @ 12" �').C, @ �3..�"-2.5"-6.�5"-
� ; 2.5"-6.5"-2.�.��-E��.5"
� ; Fastener f'attern niin..
'� Fanel Side lap.��shall�be f.astEn�;d tc>ge�ther.
� ' w/ 1:/4-14 >c 7l8" 1_ap Tel< �NJ ;;c;aler warh�r @
' 24" Q.C, Fa�teners mu�t be G:orro�ion
� resistance.per f=�3C 2010., SE�c,tion '1507,4.
, p 813 G45, 0166 � f Fl1 3 G 5 96J8 � wwvd.jd�nscoe:rr.gineering com
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�i(inim�m Roof Siop��e: i 2;1.2. Minim�umlSiop shall corr�piy.�nrith F��
20�iQ, section 1�07.�.2 ar�c! !V(��nuf�icturers
� recommend�tions,
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i �ub�tr�te Descripfic�m: ; Min. 15/32" F'iyvira.od Deck de;aigner� by a4hers
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iV,a�por E3arriea�: i 30#Asphalt Saturateci arganit:f�it �>aper in
i ' compliancE�wifF�i ASTM D;226, Typ� I or ty.pe 11
�
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� Raat Pan�l Fire F2ati�rag' � Pane1 has � Class B fire expc�:s�tare r��fiing in
� � ccordancE with;f=BC S�cl:ipn 'l505.3 ��ithouf
� � dd�d �n adrlitic�nal fire b�r�iE:r.
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' D�e�ign Procedure: ' �
B,�sed on the dimensions of tlie tructurei, appro���iate and winc! load., are determined
� u,�ing Chapter �6 �f tr��; FBC, �01 for roof cladding wind.lo�ds, The,�e c;omponE:nt
I wind loads for roo�claclding are ampared t� the aliowable pre,�,.sure list�:d above. The
�, df.sign profession��i stt�il �eleat t e appro'priate eriection d��tail:� �kn rei�rence in his
� drawings fc�r praper f��fener atta hment to his structure and analyze the panel f�steners
! for puliou# and pullov�r, �upport decking{& firami�ig must bn in t;c>mpliance with �BC
�
� 2U10 Chapter 22 for �teel, Ghap r 23 far t(Vood ;�nd Cha�ter 1 E> for structural loading.
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; lns�allation Requiremnen�ts: �
! Insfiall the panei systFin aceordin to th.e manufacfur.er's install�rlion iri�truction.
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� C�U�IIf�! ASSUPc�►1C� E;nfit,y: ,
KE?ystone Certifications, Inc; F�C #QUA182� ;
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' C�sa�kificate of lndep�mden�e;: I
' SE,e uploaded attar,hrr��nt �
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� t��atttorized Represeri�atirre, j
i 5s�muel A, Greenberg, f'.E:. #342 5 �
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j p 813 G�15 0�166 � f.&1 3.;G > 9698 � www ;da.nscac�ng.ineerin.g com
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i BC1S Home Log In User Registratlon H�t T pics SuhmlC Surcharge �S[a[s&Fac[s Publlei�Gnns FB(;S[aff 6CIS Slte Map Links Search
; Busin�s� . ! .
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� ProfE�ssional � ��"I Praduct Ap�irova.l' ' �
�_i�'^�� USER.Publk User I i
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id�:ak"AJ14;�fS.�'! '" ' � p �'u:,i,:.��r.������.�i I��:r.v >Pro•�ncCnr_/'ClLlic.qycn�..aarcl�>��;{iiicuu.�n,Lr;i>A�Ppllontlon'Detall
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' FL # � FL6500•R2!
I Application Type � Revision ,
I Code Versfon ' 2010
� Application Status � Approved ,
j Comments � '
I Archived � i ;
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i Product Manufacturer Metal Systems, Inc,
� AddrPSS/Phone/Email �330f. Paul Buchman H.wy
i Plant C:ity, FL 33565 '
(813) 752 7088
; atfabcutting@hotmaiLcc>m
i �
�' Authorized Signature i Steve Waller
� ; atfabcutting@tiotmail.C<�m
' �
7echnical Representative �
I Address/f�hone/Email ! '
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IQuality Assurance ftepresentative i
I Address/Phone/Email j
�
� Category � Roofing
iSubcategory Metal Roofiti,g
Complfance Methocl Evaluation Report frorri a Floi'ida Registereci Architect or�a f:icensed
Florida Protessional Engineer
! Fvalual:ion Report - Hardropy Received
�
Florida Englneer or Architect Name�w o Samuel A, Greenberg
j developed the Evaluation ReporL !
� Florida Lic:ense � PE-34245
I Quality Assurance Entity � Keystone C:e;rtifications, Inc.
� Quality A,surance Contract E:xpiration Date 05/28/201�4'
� Validated By Andrew Lovensfein, P.E.
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Validatio'n Checklist- Hardcopy Received
� ,
Certificate of Inde endence i{.�'ihlc L' i:(ll ? I �•!?'; I:: t.�:l t .Pic�i_v` �'tvil(i�:�f.l��il ndf
� P I l '�il !i;t I-.
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� Referenced SFandard and Year (of 5ta dard) 5tandard
' i Year
; Florld.a�Build�in.g.Gode ' 2010
I UL1897 � , 2004
� 11.L 58U 2006
, Equivalence of Product�!�tandards
j Certified 13y rlorida Liae,n'sed Pro.fessional E:ngineer or Architect
� i I�I.��,`iOi; '�ll_l�(iili.V i;:i;;'.!i�t i l i�',i�L; I>> 1 •!i�i u( i:qui•�::I��nr.y [!df
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http //floridabu.i:lding.or.�,/pr/pr_ app�dtl.as.pk;param=wG�V�QwtDqi.zbsy�tJdun.lBSkdQ`CK... 2/11/2013
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� Sections from the. Code � I ,
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� Product Ap.pro.val Methpd � 'Method 1�Qptlon A
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� Date 5ubmitked � j 07/?.6/20�.2
; Date Validated � �07J31J26�.2 ��
Date pending F�C Approval � 08/Q9/20�.2
� Date Approved i �10J09J2Q].2
, '; �
� `Summary of Products � � �
� . �� , c-`--�—=�_� ---- _ — .
� �FL # Madei, Number r Naine , Description �
i �6508,1 LBft � � I 26 G'a, PE�R over 15/32" Ply4vood Non HVH2
� L�mits�ot Use � ��������—���
i � i Ins#atEation Instruci:tons
i ' Approued for use irv HVH�� N,o I �I'I.G';OIi .��7,JJ,3'J,UftSt; f'i_i>!,c7t3. i �t> ti::..l,�ll�,iir,:i I)r<���,�iiiqs..F:�li
Approved far use c�n�tside N1IHZ Yes ; Verified�y: Samuel P.. Gret±nberg, f�.E,34245
� 2mpact ResIstant; nfta t � Created by Independc:nt 7hird Party: Yes
� Design Pressure; -��N/A/-94,5�PS � �val�aati��n Reports
Other; -94,58 psf @ 2'-0"O,C.�Fd tener � (?.�+'>Q(: �+.' !if, 32Ut;�,t; I_I.�.i.'ii.l;s � !�;? � ;!r��n��c�r;na r,alii�lion,!)tJ!
� Spacir�g. Instail per manufacture�rs etails Not, t�R E�'�D�3 _t„ IaE_ ;i?t)t_.i,#s i�i.'�'yt;;k_.f ;?; ��,�r� �:,t,?� l�ct�
� for use in HVNZ Zones�._ � ; Created by Independent"fl�ird Party: Yes ^
�6508,2 Rib ^ 3 �,-_..�_..,�==;���,.�—
��_�� I I 26 Ga. !n(.Rib.over 15(32'�FlywQOCI Non HVHZ_ �
� ;Limi#s of Use j ' In�t;�lia#�ion 2nsEruci:ions
� Apprnved for use irv HVWZ� No � f•I_b!>i)fi l:ti. (_I__!>t3fs5,L' F?lii,',;i1,1 ;, I<.? �i�s,l.��llnti�{i _L`raa��inca��_pclf
; Approved for use o�utside 4iVHZ Yes � Verified$y: 5amuel F,. Gre<�aiberg, P.E. 3A245
` ' Impact Resistant: t�l1A � � Greated �y Independc.nt`fliird Party: Ves
; b.esign Pre$sure: +N/A/=243.�PS � Eval.uati�dn Reports
i ' Other: -144.58psf @ 2'-0"O.C.;Fa tener l�l..f_iQES IZ'1_ 7tti �JQtSj(; !'I.>'i(1Ff . R' ' tt�;inncrini� !��•.iluaiian �>df
� Pattern T e A-24"3.33 sf C� I,�O:, .C. � Ft t�'>()tl (�i i� . .- . '� +,;> ?�:a c) t;+blr,atii
� Yp P � . ,1L :,,:.f}E.liFi l=l.:�,t}Y �_ c �
'Fastener Pattern Type 13. Install 'er i Created by Independent'fl�ird Parl.y: Yes
' ;manufacturers details. Non for u�e ii HVHZ '
� 2ones. __ ;
' 6508,3��ftib � ! � i 25 Ga, '%a'f Rib over 1,5/32'�F'lywoocl Non HVWZu �.
;Limits af�Use ; ; inftaila!'iflr!Insfruct:tdns s
� � J� � tel2i;(}Fi,i��? 4i �{y(}�if> t�Ciihtl!7 :i i:.'•'. t
I pprov.ec!#or use irv NVH2: No ._. . rr,t.:ii��ti�,n iyiavrinqs.pdi
; Approved fnr use c�vtside MVHz� Yes � Verified By; Samuel A,. Grea:nberg, P.�E. 34245
� Impact Resistant: M!A ' � �Created bp.Independe:nt"Cliirci Party: Yes
; Desiyn.Prassure: -t�N1AJ ?.43.3'PS � Ev�luatl�o�n Reparts
(, ' Othert -144,58 psf Ca 2�-0"Q.C; Eastener � �-1r,5(1{� i�:l,_�f;_�:?.,!)£S:ti i�l?i5!�tl �i2 l:n,ineF_riiin I:�;alu�ilir�n �ir.;lf
' ;pattern Type A-243.33 psf @ ].'!0„ ,C, t;.G�>(>+1 f�, .�(, i)��i,t; l�l.'�';cts� , ;,; ;. r; �",;h)r� ��cI1
i ' Fast�ner Pattern 7ype 13.install:�er ; Created tiy Sridepandc:nt Third Part:y: Yes
� manufacturers details. Not for us;e i HVHZ
� Zones, =vT-- I — �_---
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� The State of Ploride Is en AA/l:EO emplpyer, o I ht 2007-2010 St,ete o F1orlde•: Drivetv StsSgxnep,�::[�ccesslb�litv Scatement:;ggjynd S�tement
; Under florlda law,email adoiresses are�pul�Ifc etords.I(you�do not wane yqur•e�•mafl addeess:released in reSRonse to a publEC-records requnst,.do noi
� send�e!¢ctranic matl co tlrls c!nticy.Ihstead,�co tact the af({ce by phone ar 6y tradittanal-tnail.It you tsave�atty questto»s,ple,asa tanract 850.487.1395.
� `Pursuant co Secdon 455,2%5(I},Piorida Stato es,.e(fettive'OcWber 1,2612,.IICenSCe6:licensed under Qhapter 455,P.S,mus[provlde the peparunen[
i wich an emall�atltlress if they linve one,The ema Is provided may.be�-us'eil for�o�flcial comryl4�nketlo'n with[he Iltensee.�HOwever emall addresses are publit
record,lt you do nat wish co�supply e perso�al ddress,please provlde the D�epqrtmenC with pn emaU addcess which can be mada ava11a61e to ihe publle.
� To determ ne It�yon atc!a Iicensee nndei Ehapter 45§,i'.S.,.piease cllck re
i Prnduct.Appr�vall�cc�exp;4'�s:
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Insta lation Instructions
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METAL SYSTEMS, INC. 9-5 'b Panel metal roofmg panels are a strong,
� resilient, economical, eye-catc g solution to the increasing interest and
requests for metal roofmg oppo 'ties. Panel applications can cover
residential homes, commercial pplications, agricultural and utility buildings
in Florida. '
' 9-5 Rib Panel metal panels pro ide a 36-inch coverage with 3/4-inch ribs on
, nine-inch centers, and utilize anti-s�iphoning channel to provide protection
from severe weather conditions Both panels and trim are fabricated using
sta.te-of-the-art computerized e uipment at our manufacturing facility Plant
City, F'lorida to assure uniformi and consistency in manufacturing the
product. �
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� Two gauges of material are ava lable-;-26 gauge and 29-gauge meta.l panels.
; Your METAL SYSTEMS, IN . Representative is waiting to assist you in
� making the best choice for yo particular roofing needs.
�
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� Panels are roll-formed to the le gths specified by customers in either
; galvanized, Galvalume or mult' le colors of painted 26 gauge and 29 gauge
I high-tensile meta,l, ready for eit er customer pickup or on-site delivery.
'i METAL SYSTEMS, INC. also stocks;a complete line of fasteners, sealant, and
',i other accessories to every need of eitlier the do-it-yourself homeowner or
! roofing contractor. Both in-sto k and;custom�made flashing and trims are
' available in all colors as well. I
� �
I The paint system applicable to ur product provides exterior protection plus
I superior resistance to corrosio and ultra violet radiation. All of NlETAL
I SYSTEMS, INC. 9-5 Rib Pane finish;es are of the highest quality in the
industry. '
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ROOF PITCH '
MET�4I, S�STEMS, INC. panels require a specified degree of pitch to ensure
proper water drainage. The minimum roof slope recommended for all panels
is 3 inches of rise per foot. If the slope of the roof is below a 3/12 pitch,
contact our representative before using metal roofing on less than a 3/12 pitch.
FLORIDA BUILDING CODE REQUIRES A MIIVIIVIUM OFA 3/12
PITCH.
ROOF APPLICATION
Panel installation should begin at the gable end of the roof opposite the
prevailing ra.in-bearing wind (this will provide added assurance against
wind-driven rain being forced under the laps). Measure one panel width in
from the roof edge. At this point, snap a chalk line from ridge to eave. Place
a leading edge of the first panel along this line. It is extremely important that
this panel be laid square to the eave and ridge so that the remaining panels will
� line up square on the roof frame. It is wise to have a person at the eave and at
' the ridge to ensure that the proper panel coverage is being maintained across
the roof. Make sure that the metal panels are correctly side-lapped.
' In applications where end-lapping is required, the upper panel on the slope
should lap over the panel that is lower on the slope. Lower roof pitch requires
a greater amount of panel overlap. All end-lap applications require two
� horizontal rows (across the panel) of butyl sealant tape and proper fastening to
ensure a ma,ximum water seal application.
Providing an overhang of 2 to 3 inches is recommended to provide a drip edge,
although only a 1-inch overhang is required where gutters are used. The open
, metal panel ribs at the eave can be sealed with inside closures. For maximum
weather-tightness, a row of butyl tape can be applied above and beneath inside
closures.
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Screwing panels will leave raw etal particles that can cause rust marks on
panels and trim. Likewise, any articles left on the roof caused by the
application of screws must be r moved. Care should be taken to remove all
loose particles from roof surfac s after application.
To cut panels lengthwise: Not carefully where the panel is to be cut, and,
� using a straightedge, score dee ly down the length of the panel with a
sharp-pointed utility knife. Fol ing the panel along the score mark, and
bending back again if necess , should produce a clean break in the panel.
Using sheet metal hand tools w uld be preferred, if you chosse not to purchase
these specialized tools be sure at utility knife stays sharp.
ORDERING ROOF PANEL AND'SCREWS
,
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Care should be taken when ord ring metal panels that correct length
measurements are sta.ted to avo d hav'ing to take corrective measures after
purchase. Panel lengths shoul fal12 to 3 inches short of the ridge when a
�� vented ridge is desired and sho ld Extend 2 to 3 inches past eave to allow a
sufficient drip edge (except co cerntng gutters). The METAL SYSTEMS,
� INC. sales personnel are read to assist customers with information specific
�
�� to their articular metal roofin needs:
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' Specially-washered screws app ied through the flat of the metal is the
recommended method used to tta.ch metal roofing panels. 1-inch screws can
be used if penetration of only 3 inch is either necessary or desired; otherwise
#lOgl-1/2 inch screws are rec mmended for metal to wood application.
' 2-1/2 inch screws are also avai able, and are often applied by installers who
�� hold to through-the-rib faste ' g, andifor ridge cap application.
;
I ORDERING AND APPL TRIlVI
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' Common flashing for metal ro fing isl the ridge cap, which is applied at the
' peak of a roof where two oppo ing roof slopes join. Other flashing include
� transition flashing, end wall, ide wall flashing, and valleys. Eave flashing
include gable flashing and ea drip; which are commonly applied above
fascia trim. For a roof pitch e ceeding 5/12 (a 5 inch rise in 12 inches), the
� slope of the roof should be spe ified upon ordering ridge caps, end walls, and
eave drip, Verify local code re uirements. Both slopes should be specified
when ordering transition flas ' g if a steeper roof slope meets a lesser slope.
At the gable edge, the use of g ble tr'un adds to the appearance of the structure '�
and protects the fly-rafter, and side wall flashing is used where the side of a
panel butts up against an adjac nt wa11. In both instances, the
� installer/contractor should be c reful to seal between the gable rake or side
, wall and panel with butyl �
. .,
Specified sepaxately from that used on the drip edge when ordering. "
To prevent penetration of water, insects, and debris at the ridge, outside
closures may be inserted between the ridge cap and the top end of the pane;.
Screws are applied through the ridge cap, closure, and�� �.�t lea������-�r
other rib of the panels. At least a#16 x 1 1/2 66 �d up t� �.2 �h E` s���� s�o�Ia
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For custom eave drip, specify e amount of the eave that will be covered
(dimension "a"), and , for stee er roofs, specify pitch. If fascia is desired,
specify the dimension you ord r will concealed by the eave drip.
Eave drip and fascia provide a omplete appearance along the drip eave of the
house, as well as providing pr tection for the materials they cover. The eave
drip should completely cover e top edge of the fascia. ��de elos�es,
provide for sealing off the ope ribs of the pa:nels, as �n �.lt��ative option.
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TYPICAL VALLEY DETAIL '
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Performed Valley
Pre-formed valleys use a diverted to prevent water from rushing under panels
on the opposite side therefore channeling water off the roof. Expanding foam
closures (A-10 Tape) are generally used to assure a good seal.
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FLASHING OR EQiJIVAL NT
Gable flashing is used to trim t e edge of the roofmg panel at the gable end of
the roof. It should match the e ve drip extends along the drip edge of the roof.
If the panel is allowed to hang ver the gable end, eave drip can be used as an
alternative. Butyl tape betwee the trim and panel eliminates potential leaks.
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SIDE-WALL FLASHING OR EQUIVALENT '
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Side wall flashing is applied when the side of the roof butts up against an
adjacent wall. '�he wall-side of the flashing can either be covered over with
siding or sealed with counter flashing. Butyl tape should be applied where the
"foot" of the flashing attaches to the roof, and, if used, along the top edge of
the counter-flashing.
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Like the ridge cap, the END ALL FLASHING diagrammed above can be
sealed using outside closures.
End-wall flashing or equivale t is applied where the upward slope of a roof
meets a wall. The wall side o the flashing can be covered with siding or
counter-flashing, and outside losures are used to seal between the flashing
and the panel. Aoof slope sho Id be specifi�d vvhen a roof slope exceeds 5/12
pitch. '
. �
Transition Flashing or equivalent---prevents leakage at the point where two '
different roof pitches meet.
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The transition flashing provides a continuous drainage where two slopes meet.
It is sealed on the lower side with outside closures. For custom transition
flashing specify the pitches of the two roof slopes and, if required, specify
dimensians "a" and "b"
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Debris, insects, prevailing rain can f nd easy access under the ridge cap, so
clasures are often used to eithear totally or partially seal the opening. Clasures
under ridge caps are available in 3 types: solid, vented, and hip valley type.
,. �:� .. >� :��a
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Pipe Boots provide a water tight seal around raof vents and come in a variety
of sizes. B�aots seal with caulk or butyl tape and conform to the shape of the
metal panel ribs.
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� KEEP METAL ROOFING P ODUCT MATERIALS DRY
�
Paint and finishes of METAI, S STEMS, INC. panels and trim are designed
to endure severe rain and wet ather conditions. CAU'�ION: Neither paint,
galvanized, nor Galvalume fini hes, are designed to be in continuous conta.ct
with water or condensation for ong periods of time.
i
Damage will result if uninstal ed panels or tri.�n are allowed to re�ain wet
in storage. Be s�re to sto�e m erial that will not be installed immediately in a
dry location. Wet material sho ld be air-dried and re-sta.cked if installation
iYnmediate. �
�
NOTE: Plastic should not be u ed to cover metal panels.
HOW TO FIGUItE SCREW : �
�� �o�-pitc��ei roofs, butyl t pe or�caulk sho�ld be applied at the panel
Iap to keep w�te�froffi overfl �ving,the lap.
�
�or�-foot s�ac�g b��veen�°o s of screws, n�ulti�ly the t�tal �ear f��t o�
met�l t��s �.7.
�x�,�p�e; Ii�o� �r�er is �500 eet of 9-5 �ib r�ofing.
I50� x�..7=405� s�r�ws ��ul b� applicable for fast�ning.
�€�n¢�.ct yo�I�'T�� 5�5� �, YNNC. �°ep��sentati�� fc� a�ee �st��.t�.
�:/�P$��.�'€:€3��'�� �,���1���1�� ��� � �,l��i����3i�����3�'2��'ia,��IS, a�s7�e7?�.� S�rP fdS
�� b� c�3.�����;� a�� a��ur��Pl;� ' o the ��s�ed. s�ac�g. �re-d�ill�ng w�ll wor?�
�a�.�������.����.�����es ��°��� ��� ����.�a����� 'E, �:���a������.�d�����.� ��.
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��.id°�i� Sf'�,C2�a �li�� �-'._3� �t�eilT�,s a �'1� d�.�'��3�������LE��.
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���� �������,� ���� ���� ��� � �n� ��ove� sup;�or�ed on raiters ai a
�°p p � �-� s �_ � E �R �m n�. �
�.������€ ��i�.GQ ,���'��?��E. � �.e�.a?�a � $�v���:�� =3€;����t� �.� =:� �:e.�������
��-•('��"$� g�'qp g�-�(� Qg; p (�e��'�gQ �/YR�1. ye p�°�y'p �^g�'gg�g 3�?p F Y '
OJeee €.LBS! gri6X�U�6.e�S� @J€r_aSA'�i� �TC @€4� ! €.35e6 gc`sYPF3F5£d�,B �RR�.�PP F✓�cC��E�r���:€d �'E�`-��2�L'
J 5 J _ @..___ u�.ds.s
os"$^€a;�� €€ 3€:^r. 130'°77 i? /°" R n .r'�i,� i a �ani(+ a `'-E 'S' T� P
_=c�_� —�_��_.s��.. �`i�'9 ^!'�?3" E��''. ``-.��' 4_��'C�'_€�1j°:LY�_s _ �� p m�� �-ise:� �'p g��3
ro+d_ � s}.i�� '�.7 €=G1'd .s4g^..:.:G_.S2v r75r€H
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CAUTION: Direct contact between pressure treated lumber, green, '
damp, and metal roofing must be avoided in order to prevent potential
corrosion and moisture buildup. THE battens must be fastened to the roof
deck with minimum#6 screws at 12" on-center or two mimnimum 8d common
or pneumatic nails spaced 8" on-center or one every 4" on-center (or by
applicable calculations according to ASCE 7-98.)
Battens must be installed to support the entire width and length of ridge,
eave, hip,valley, and gable end trims. Battens are optional if re-roofing over
shingles. .
Note: Re-roofing over shingles without a batten is allowed providing the roof
has been checked by a licensed roofing contractor to insure levelness and
pullout integrity. Put down 30# Felt with a 30" lap on Felt Paper.
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Pulin spacing can be up to 30 ' ches for 29-gauge (2 feet is most common)
and up to 41/z feet for 26-gauge roofing.
Screws should be placed on bo sides of the ribs on the eave
�
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Screw Spacing (purlin)
Liner feet of '
panels in your 12 inch 18 inch 24 inch 30 inch
order �
50 270 ' 180 135 108
100 540 360 270 216
200 1,080 720 540 432
300 1,620 i 1,080 810 648
I 400 2,160 � 1,440 1,080 864
,
500 2,700 � 1,800 1,350 1,080
600 3,240 2,160 1,620 1,296
700 3,780 � 2,520 1,890 1,512
S00 4,320 � 2,880 2,160 1,728
900 4,860 � 3,240 2,430 1,944
1,000 5,400 3,600 2,700 2,160
1,100 ` 5,940 � 3,960 2,970 2,376
1,200 6,480 ; 4,320 3,240 2,592
Policies i
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Indemnity: All prices and desi are subject to change without notice.
Disclaimer: Despite the fact th we have made every attempt at accuracy in
this manual, we are not respons ble for typographic, printing, or technical
errors. ',
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