HomeMy WebLinkAbout13-14643 CITY OF ZEPHYRHILLS
5335-8TN STREET
(sis)�so-oo20 1 4
BUILDING PERMIT
Permit Number: 14643 Address: 37427 LILLY BEA AVE LOT 200
Permit Type: RE-ROOF ZEPHYRHILLS, FL..
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0140-00000-2000
Improv. Cost: 6,200.00
Date Issued: 2/07/2014 Name: MITCHELL, LAWRENCE & FRANCES
Total Fees: 105.00 Address: 37427 LILLY BEA AVE LOT 200
Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542
Date Paid: 2/07/2014 Phone:
Work Desc: REROOF METAL
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FINAL Z t �
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site t) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, 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 management, 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 intend to obtain financing,consult witl�your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifcations Must Accompany Application.All work shall be pertormed in accordance with
Ci Codes d inances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIGNATU E PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received _
Phone Contact for Permittin .` Z 2.U� __ ��3��
Owner's Name ��`�ti"'C r`t C L ��'�G�C r � Owner Phone Number
Owner's Address 2 �, 1�L -t'���� Owner Phone Number � -�
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Titleholder Address �
JOB ADDRESS LOT# �
SUBDIVISION PARCEL ID# S�-2.5- 2 I - Q l Z d-(�(7� ^ 2'kO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEw CONSTR 8 ADD/ALT [-� SIGN Q [� DEMO�ISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRI.�CTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK �� I�yF w� �1� w►43�-tr �. b i�'1 � t.i � �po�
BUILDING SIZE � 3q FOOTAGE I K S HEIGHT
QBUILDING $ c+..�
G 2 fjG 1- VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
MECHANICAL � �� ��
0 $ VALUATION OF MECHANICAL INSTALLATION �(
�GAS Q ROOFING Q SPECIALTY � OTHER
FINISFiED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � �� � � y COMPANY { (..L ltpv-t-, .�
SIGNATURE ) REGISTERED Y/ N FEE C RE� Y/N
Address o c�JL � � - j5n License# � -�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N
Address License# �
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Constructlon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilitfes 8 1 dumpster;Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consWction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster.Site Woric Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
*"""PROPERTY SURVEY required for all NEW consVuction.
Directfons:
Fill out application completely.
Owner&Contractor sign back of appBcation,notartzed
If over 52500,a Notice of Commencement is required. (A/C upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibflity for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required 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-
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
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new 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 must be paid prior to
receiving a "certificate of occupancy" or final power release. 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.
CONSTRUCTION LIEN LAW(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 "Florida Construction Lien Law—Homeowner's
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 copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'SlOWNER'S AFFIDAVIT: 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
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the �egulations of other 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 Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-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 fill 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.
- !f 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 fill 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 Iots less than one (1)
acre which are elevated by fill, an enginee�ed 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
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not speci�cally 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 permit 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 MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN TT RNEY BEFORE RECORDING YOUR NOT OF CO MENCEMENT.
FLORIDA JURAT(F.S 11 .03) _
OWNER OR AGENT �- CONTRACTOR —�
Subscrlbed and swom to r affirmed)before me this Subscribed and swom to(or atflrmed)before me this
by by
Who is/are personally known to me or has/have produced Who Is/are personally known to me or haslhave produced
as Identlfication. as idendfication.
Notary Public
Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped
Name of Notary typed,printed or stamped
�S �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � � �
Date Received: !d ��d' ��
Site: Z �/ �R
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Permit Type: ��{' �� �`�/'�Z�
Approved w/no comments: � Approved w/the below comments: ❑ Denied w/the below comments: 0
This comment sheet shall be kept with the permit and/or plans.
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Kalvin itze —Pl Examiner Date Contractor and/or Homeowner
� (Required when comments are present)
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CCCf�105 RE.SIDENTIAI.
"�"' ��p� Al�.R00�F�TYPES
�M"� E�,� '0"°'°•� P R O P O S A L
CALL MIKE TNURSTON
Office: 352-437-4073 Cell: 352-650-7101 Page No. of Pa9es
TO:
P NE: �
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✓ ! /��� .r �- �.°�J �
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. � DEPARTMENT: OFFICE: FLOOR:
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JOB NUMBER JOB PHONE:
We hereby submit speafications and estimates for�
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We Propose to furnish material and labor-complete and in accordance with the above specifications,for the sum of: � ,�
Dollars:$ L�� �
Payment to be made as follows.
All matsrial ia guarantwd to b�as apecified.AII work to be compittad in a profsssionnal man�ar
accordmg to standard practicea, q�y attsration or daviation from ths abovs sp�cMfeafions which �
involve axtra cosb wili be mads only unpon receipt of an authorizad,writt�charqs ader and wi��pe � � -*
shown on wbssqusnt inwicsa as amounts owr above the oriqinai astimab.It is understood that we AUtf10fIZ6d
will not be p�naiizW for dalays esuaed by aWkes,eccidsnb or othsr delays eaussd by ads of God. /��f /� �.�J ;�
Our woAcers are covered by Workers Compensalrort msurenea. Owner agreaa to tumish au othsr Signature �� �< � / ,�a.. �'.�;
appropriate a�d neceasay inaurence ccverages.
Note� This proposal may be withdrawn ay us if not accepted within
ACCEPTANCE OF P OPOSAL- h above prices, specificationsand conditions are satisfactory and are accepted.You are authorized to
do the work as spe ' ed. Payment will a s o�tt�ed above.
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Signature ._ �L2tc ✓,i,��f'. �[,..- "r �2��Y�-�-_
Signature Date of Acceptance:
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Parce110No �-1 25 �� 6 � �� QO0O0 -Zd86
Permit No. ' �
NOTICE OF COMMENCEMENT
state or �L Counry o( ��� � �
THE UNOERSIGNED hereby gives notice that improvement v�i8 be maAe fo ceAain real property,ane in accoraance with Cnapter 7�3.F�wid'a��Siatu�es,
the following infortnation is provided in this Notiee of Commencement:
� DescnpUon o(Property� Parcel�derdlflcation No. "
Street Address: p n C
Z, General�escripl, �� , �mPn� !C r IGeoT m a�S�� � � ��
3. O r Information or Lessee i ormation it the Lessee contracted tor the improvemen[� -
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. � LL. •� i . -
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��L me �,0�/ S 33sH� — .
Ci y � State
Address _ �
Inlerest in PropeAy: "
Name o(Fee Simple Titleholtler
(If difterent hom Owner listed above)
City State
Address �f' �� '� -
a. Contrector � � � C 1
� Name Pa 1���f �� � a' C- _ - -�-�-
Ci(y
Address 3t2 ����7�0�_ -- -
Contrecta's Telephone No.. 7� •Rept:1553427 Ree: 10.00
D5: 0.00 IT: 0.00 �.--
g, surery: 10/09/13 K. Gareia, Dpl.y Clerk � `.� � �
Name • � Crty . _ - - --State GJ � '• '�
Addrass • ' Telephone No. �� , 6
Amount ol6ond: S '
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5. Lender' , �
Name Slate � ap W!
, Ciry . � . �
'I Address � Q ^ � ��
LenBer's Telephone No. • • � �
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7 Persons wlihin the State of Florida designated by the owner upon whom notices or other documeMs may be served as providecf by �
Section 713.13(t)(a)(7),Florida Statutes: �►
i Name ��s * •* �
� — State
Ci!/
Address
Telephone Number of Designated Penon:
oi__ � � li1 �
g, In addilion to himself,the owner designates Z C�
I to roceive a copy of Ihe Lienofs NoUce as provided in Sedion 713.13(7)(b),P�orida Statules. � � � � � � � w
� � L � Z J �
Telephone Number of Person or Entiry Designated by Owner � � �. �-
g. Eupiralion dale of Notke of Commencement(lhe expiratlon date may nol be before the completion of construction and final pay
ment to the �� C� (/) � �v 0 �.
conUaclor,but�+A�I be one year from Ihe date ot reeording unless a dillerenl date Is speciRed): �' � d � {.�j,! � w
ARE NCONSIDEREDE MPROPER Y AYMENT�SUNDER CFiAPTER 7�PART 7 ESECTION 719 13. FLOR DAESTATUTESEANDMCAN � � w ' U} � Q
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT � � � � �Z G
RESULT IN YOUR PAYING T,WICE FOR IMPROVEMENTS TO YOVR PROPERN A NOTICE Of COMMENCEMENT MUST BE C3 �E � J �
+.L [r U U
WITH YOUR LENOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORO{NG YOUR NOTICE OF COMMENCEMENT � 2 � � � �
� Under pe�alty ol pCrjury,I dedare lhal I have read the toregoing notice o(commencement a d thal the tads slatetl t�erein are lrue lo the best Q � � � O �
of my kno+Medge anG betiei. 1 ' V � J � � W
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STATE Of FLORIDA — � � � "� `1 U ,
� C O U N T Y O F P A S C O S i g n a t u r e o f O w n e r a�e s a e e,o r O w ner's or Lessee's Authorized d � �-� �� f_l u
Li_ EV � � O _J
� W � �a = � Z
ppU1,.q 5 0'NEIL,Ph 0 PRSCO CLERK 6 COM�TROILER� OtfiurroireclorlPartnedManager
�OOR� �'��� 1 �3679 ._ -� � ��.
P� Signatory'a TiUefOffice
/�� 3 L,¢wiZ�N� M�rT��1L a o � � �
The loregoing inslrument was ackrwwled9ed be�ore me Ihis�day ot y Z��,by Z
O W N�-�"� _____(l y p e o f a v thorit y,e.g.,oKcer.Wstee,attomey m tact)for � �j Q J Q
as -�
(name o a on behalf o whom instrument was executed). a U) � LL- �
F- = �' Z ~
Produced Identlficatian� Notary Signature — N �- �- O � !�1 m
� Personally Known O 4� / � �]�' / A _
Type ot IdeoUtication Produced
j- � L Name(Print)
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PREVAILING CODES.FLOt�IDABUILD�'�G
CODE,NATIONAL ELECTIZIC COI)E A�D
CITY OF 7,EPHYRHILLS CRDIi�ANCES
Toll-Free
PO Box 229 • www•unionmetalroofing.com • �ggg� MTL-ROOF
Fayetteville,NC 28302 Rev.7/10
UNION
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IMPORTANT NOTICE
This manual tontains suggestions and guideiines on how to install the subject
Union Corrugating panels and trim details.The contents of this manual include
the guidelines that were in effect at the time this publication was originally
printed. In an effort to keep pace with the ever-changing code environment,
Union Corrugating retains the right to change speci�cations and / or designs at
any time without incurring any obligations. To insure you have the latest infor-
mation available, piease inquire or visit our web site. Application and design
details are for illustrative purposes only and may not be appropriate for all envi-
ronmental conditions and/or building designs. Projects should be engineered
and installed to conform to applicable building codes,regulations,and accepted
industry practices.
� _..�__.__�.___ _._W_.__�______..�__.__._.�___._
UNION
�����
TABLE OF CONTENTS
Introduction,Design,&Testing ................................................................................................................ 3
PanelInstaliation ........................................................................................................................................... 4-7
Accessories....................................................................................................................................................... 8
TrimDimensions ........................................................................................................................................... 9-11
Trim Assemblies
Fascia ................................................................................................................................................... 12
„T„Style Eave.................................................................................................................................... 13
EaveEdge.......................................................................................................................................... 14
Rake..................................................................................................................................................... 15
PreformedValley............................................................................................................................ 16
Transition ........................................................................................................................................... 17
Gam brel ............................................................................................................................................. 18
Hi p....................................................................................................................................................... 19
Ridge................................................................................................................................................... 20
VentedRidge ................................................................................................................................... 21
HighSide Peak................................................................................................................................. 22
SideWall ............................................................................................................................................. 23
EndWall ............................................................................................................................................. 24
ValleyLapping ................................................................................................................................................ 25
ValleyCutting ................................................................................................................................................. 26
PipeFlashing .................................................................................................................................................. 27
CurbDetail ...................................................................................................................................................... 28-30
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un� o�N
CARRUGATNG CO�.PANY
Introduction
The MasterRib� panel is an industry leader in strength and durability. This popular and versatile panel
features classic looks and is used in a wide range of applications including residential,commercial,and post-
frame buildings. MasterRib�was designed with extra-wide ribs to increase strength and ease handling and
installation. In addition,the oversized anti-siphoning channel on the under-lap provides extra leak resistance
in the presence of extreme wind and rain loads.
MasterRib� is available in 19 different paint colors and in both 26 and 29 gauge steel. It is also available in
unpainted Galvalume�or unpainted galvanized. Our paint system and Galvalume��substrate are individually
covered by a limited warranty. Please see our color chart for details on our paint system.
The MasterRib� panel is available in 36"coverage. The panel has five major suppart ribs at 3/a"high that add
rigidity and strength to the panel.
� 9„ �
�3/4"
� Coverage 36" �
MasterRib°is Metal Construction Association certified. Below is a list ofall of the MasterRib°panels approvals
and certifications.
• Dade County NOA#07-0713.03 &ASCE 7-98 Compliant
• Florida Building Code Approval #FL45863,#FL9555.2,#FL95553,
#FL9555.4,#FL9555.5,#FL9557.1,#FL9557.2,#FL9610.4,#FL10528.1
• Texas Department of Insurance Approval #116
• UL 790 Fire Resistance Class A
• UL 2218 Impact Resistance Class 4
• UL 580 Uplift UL Class 90 CONSTRUCTION #584
Atlowable Uniform Loads Per Square Foot
LIVE LOAD (PSF) WIND LOAD (PSF)
SPAN or�cHES� 18" 24" 30" 36" 48" 54" 18" 24" 30" 36" 48" 54"
29 Gau e 199 112 71 49 28 22 211 118 76 S2 29 23
26 Gauge 268 150 96 67 37 29 276 i 55 99 69 38 30
NOTES:
7.Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AI51 Specifications.
2.Theoretical allowable loads are based on three or mo�e uniform spans.
3. For roof panels,deduct self weight for actual'live load'capacity of the panel.
4.These loads are for panel strength.Frames,purlins,decks and fasteners must be designed to resist alI loads imposed on the panel.
5.Check local building codes if panel testing is required.
`� ___._._______
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Panellnstailation Guide
Stora e
If inetal is not to be used immediately,store inside in a weli ventilated,dry location. Condensation or other moisture can form
between the sheets during storage causing water stains or white rust which detract from the appearance of the product and
may affect the product's useful life. Trap�ed moisture between sheets of�ainted metal can cause white rust to form under-
neath the paint This can cause the paint to flake off the�anel immediately or several years later. To prevent white rust and
staining,break the shipping bands on the material. Store the material on end or on an incline of at least 8"with a supporting
board underneath to prevent sagging. Fan the sheets slightly at the bottom to allow for air circulation. Keep the sheets off of
the ground with an insulator such as wood. Any outdoor storaqe is at the customer's own risk. If outdoor storage cannot be
avoided,protect the metal using a canvas cover or waterproof paper. Never cover the metal with�lastic as this will cause
condensation to form.
Some Safety Precautions
Always wear heavy gloves when working with steel panels to avoid cuts from sharp edges.When 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 must walk on a metal roof,take great care. Metal panels can become slippery,so always wear shoes with non-slip soles.
Avoid working on metal roofs during wet conditions when the panels can become extremely slippery.Walking or standing on
a meta!roof which does not have a plywood or other deck beneath it is not recommended. However,if you must do so,always
walk on the purlins,never between. Do not for any reason walk on a roof made of material thinner than 29 gauge.
General Installation Information
Insure that the structure is square and true before beginning panel installation.Ifthe structure is not square,the panels will not
properly seal at the sidelaps. Start the first panel square to eave by using 3,4,5 Triangle Method. Green or damp lumber is not
recommended. Moisture released from the damp lumber may damage the metal panels. Nails installed in green or damp
lumber may back out.Remove any loose metal shavings left on the roof surface immediately to prevent corrosion.After install-
ing roof,remove 8ny debris such as leaves or dirt to prevent moisture from getting trapped on panels. Do not install in direct
contact with chemically treated lumber.
Fastenina
If you wish to predrill fastener holes,use a cover sheet to prevent hot 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 the illustration
below. Fasteners should be applied at every purlin. Drive the fastener so that the washer 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. Do not leave any loose fasteners that have missed the purlin. Use a#14 stitch screw or caulk to fill the
hole.
Figure#1-Fastening Patterns for MasterRib� F�ure#3
Oversized
RECOMMENDED FASTENING PATi'ERN FOR1'/2"SCREWS Antisiphoning
3!4" � Chanrxt
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� 1� # � t F f �• f
SCREW FASTENERS—EAVE,RIDGE,&ENDLAPS
�. �
SCREUV FASTENERS—INTERMEDIATE SUPPORTS
�•
UNION
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Roofina
Slopes of less than 3"on 12°are not recommended. For slopes of 3"on t 2"or greater,end lap panels 6". Side laps should face
away from the prevailing wind. Lay the first sheet along the eave at the down-wind side of the roof,faPthest away from the
direction of the prevailing winds(See Figure#4). Instalt sheets in the sequence shown in Fgure#4.
Figure#4 Figure#5-Instaltation Options
Prevailing
/w�r,a5 Option 1 O tion 2 O tion 3
r�''
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4�'�'�.;,��r �;,,,�� �;,''.�q,,..�,;;;
�. ,�, �I:d\'„ �:`;�: tla�
�%�'',�.1���F,', ,,,'��.�;9;t�., 2'Spacing
;�(�. ,c�\; '��';'h�+,�d'?%, Union�BSynthetic Union�@HSynthetic
;�°2;; �s 3`�„'"r,,.`� �.r,,, Underl nt Underla ment
��S„d;;�;; �;�:, , .. .,¢ ,,., ^a'
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�,�,;';����''''1`� �` �`�`��,�• Install Metal Directly install Metal on Instali Metal Over
\.,�;, ;;�_, ;.��;�`,,3;"'1�.;,�� � ` � to Wood Fr Solid Deck
�",:, ' ,, , a,,,?�`� ame Existing Shingles
'���� 'i+` �, � - ��';� ,� •UseMaximum2'P
4,',:���.;'';?; urlin Spacing •Lay Plywood Deck •Apply Union RE�EL Synthetic
:. , �;a�,')i.;''`�.';
`�� �° ;'a •Install Metal •Apply Union oElEL Synthetic Underlayment or other
,�?;'� ~°� "DO NOT USETHIS OPTION FOR Underlayment or other Moisture Barrier Protection
HEATED SPACES UNLESS INSULATION Moisture Barrier Protection •Install Metal
Maximum Purlin Spacing for AND MOISTURE BARRIER PROTE- •Install Metal
Roof 2'on Center TfON IS USED
*Proper ventilation and vapor barrier protedion recommended for heated spaces
Allow an overhang a minimum of 1"at the eave to provide for a drip edge. Use inside closure at eave to prevent water infiltra-
tion,insect or bird infestation at openings.To protect against uplifting winds and to provide a finished appearance,apply rake
trim or other standard gable trim. For slopes less than 3:12,apply 3/8"tape sealant as shown in Figure#6 along the top of all
lap ribs. Do not block the siphon channel with the tape. For best results,apply a 7/8"lap tek screw into the crown of the rib to
secure the side lap.
Fiaure#6-Proper Application of Side Lap Tape
�7/8'LapTek Saew at 24"O.C.
3/8°Butyl Tape Sealant
Allowable Uniform Loads Per Syuare Foot
L1VE LOAD (PSF} WIND LOAD {pSF)
SPAN oNCHES> 18" 24" 30" 36" 48" 54" 18" 24" 30" 36" 48" 54"
29 Gau e 799 112 71 49 28 22 211 178 76 52 29 23
26 Gauge 268 150 96 67 37 29 276 155 99 69 38 30
NOTES:
1 Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AISI Specifications.
2.Theoretical allowable loads are based on three or more uniform spans.
3.For roof pane�s,deduct self weight for actual`live load'capacity of the panel.
4.These loads are for panel strengih. Frames,purlins,decks and fasteners must be designed to resist all loads imposed on the panel.
5.Check local building codes if panel testing is required.
:'�
u �n�on�
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3...4...5...Triangle Method
� Using two tape measures,locate point C by hooking
one tap to a nail at point A and the second tape to a u
nail at point B.Extend the tapes untii they cross and . � � .
•• 4 g meet at 4'on the first tape and 5'on the second tape
and place a temporary nail where 4'and 5'meet_
q ...the 4'and 5'measurements are
the 4 and 5 sides of the 3_.4...5...
3 triangle.
3 .
�
�
� 2
2
1 1
•• :
�� � ' 3 -.,_ -
1 Establish a line from point A to point B by
temporarily marking each point with a nail.
The line must be parallei to the eave and in
this example 3'long(this is the 3 side of the
3...4...S...Triangle). NOte:
� For larger 3...4._S...Triangies multiple
each side of the triangle by the desired
increase in size. For example,if the roof
panels are 25' from eave to ridge,
multiply each side by a factor of 6 for an
78:..24_.30:..Triangle. Obviously, the
closer the triangle vertical leg lenqth is
�� � ' ' � to matching the panel lenqth, the
greater the squaring accuracy.
.
.
.�
3 �
Hook a chafk line to point A and pull it in
line with point C and mark a chalk line on
the roof deck
This wiil be the square reference line for
�� � the MasterRib�panelinstaliation.
_._ _ _.�._._.._...._. �. „�
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�.,���
3...4...S...Triangle Method
4
0
Mark cfialk Iines paraliel with the square reference
line out ahead of panei installation so that panel
square can be checked as the panels are installed.
Suggested line spacing is one foot beyond 3 panels
. a � , wide or about 10 feet.
1 2 3 4 5 9 10 -- - _
.
�
�s
!�
- �,
1 2 3 4 5 6 7 8 9 0 .�;.:�;
5
Check for square by measuring
the distance from the installed
panel edge to the chalk line at
both the eave and ridge. If the
measurements match,then the
instalied panels are square,if not,
adjustments must be made to
bring the panels back into square. � � ' �
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Accessories
Pop Rivet(stainleu) #14 x 7/8"Hex Head #9 x 1-�x"Hex Head #9 x 2"Hex Head #10 x 1"Panwke Head 1"Panwke Head
cccSSPR.125 Lap Tek Screw Woodmate Screw Woodmate Svew Woodscrew Tek Screw
(1/8"x 3/16") Metal-to-Metal ConneRion Metal-to-Wood Connection Metal-to-Wood Connection GPHW5100250 GPHDS700250
6LTEK cccWS150 cccWS200
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Emseal Expandable Universal Closure Veaavent Univeaal Yented Closure Urethane Tube Sealant Pipe Boot
RCUNEXVMRSV VRCUNIVERSAL TUBESEALANT Mf3
(103 oz) (Various sizes,heat treated&
retro fit also available)
F-3� I 7!8"--�
26ga Flat Sheet 29ga Flat Sheet Single Bead Butyl Tape Doubie Bead Butyl Tape Touch Up Paint w/Brush
cccGPFS2fi415120 cccPFS29415120 BiLSLST DBBTLSLST cccPAiNTTUP.60Z
(41-9/16"x10') (41-'/a"x10') (3/8"x3/32'x45� (7/8"x3l16"x40') (.6oz)
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Outside Clowre Strip Inside Qosure Strip Vented Clowre Strip REPEL Synthetic
RCMRO RCMRI VRCMRO Roof Underlayment
REPEL48X250SRU
� _�.___..____._...__.__.._ ___.___._-____�._. ___..____. .._._....._.�.._...,__,__ �.
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4-�/z„ „T,•Style Drip Edge 6�� •,T•,Styte Drip Edge
ccc45TSRE ccc6TSRE
2 X 2�ave Edge ' 3 X 3 Eave Ec#ge
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Trim Dimensions
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. �;specify --'"'specify Piccn i
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Length 41"(Coverage 36") i
3�4° ;
3�4'�
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Trim Dimensions
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U�NIO
Fascia
Numbers indicate suggested trim assembly sequence•
�
O '
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.'
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Roof Substrate �,-
. ��
�
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Moisture Barrier �.'��''
f�.
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�
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Fascia Trirn O
, �
Trim Pan�ake Screw '
Trim Wood Screw
Q
..___ .___....�_....______._--.__..�_.____-__--.-.__.__.�..._�__.�_.___.______._____._._.__ ��
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"T"Style Eave
Mumbers indicatesuggested trim assemblysequence.
Moisture Barrier � �
_ - - -'
���
Trim Pancake Screw O '��
_ . ��
Tape Sealant Q ���
�
�
�
�
"T"Style Trim �
Roof Substrate O
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MasterRib�Panel .;� ���.n�
, Y`�'� '���
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Tube Sealant O =� �
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Tape Sealant Q
Panel Wood Screw O
_ _ __ �_.�____ __._ .. .,�__.___.__..,...
� � _____.
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Eave Edge
Numbers indicote suggested trim assemblysequence.
Moisture Barrier Q �
'
��.
Trim Pancake Screw O �'�
Tape Sealant Q ���
�
,
�
Eave Edge Trim Q i
Roof Substrate O
� P� r�tv
MasterRib�Panel • �;-
x
. �- ; , 4•T�, ' i/'
,ii 9'
Tube Sealant O �,
- - ,.t a
.�� ��
.
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inside Closure O "���
�
,
Tape Sealant Q
Panel Wood Screw O
�� ,___�...___�____._�._..__._.._._...___,.____..�.�...___..e_�__
UNION
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Rake
Numbers indicate suggested trim assem6ly sequence.
Tape Sealant
MasterRib�Panel Q
, � - �
PanelWoodScrew Q ----------------------------•
�
, ,
�
, �
,
�
�
�
�
� �
Moisture Barrier —.
Roof Substrate O--.
Rake Trim O
, �
,------------ ------ ------------------
� - -
Trim Wood Screw O �
�
�
i
Trim Wood Screw Q �
� � ._.__._._�__._._._.._________,__.�.. ____..____.__._._.__.__.___..--
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Preformed Valtey
Numbers indicoYe suggested trim assemblysequence.
� �.
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�� ��
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.
.�
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`` '' �
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O ��
Roof Substrate `�' '�
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, � - �
Preformed ValleyTrim
Trim Pancake Screw
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MasterRib�Panel ' �' Q
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Tube Sealant / Q Notes:
EMSEAL Closure
Panel Wood Screw
__._.____.._...---.�. .___..��._
�r ____... .__.. _�. __. .___�.e__.
4�_�
UNION
����
Transition
Numbers indicate suggesied irim assemblysequence.
MasterRib�Panel
Trim Pancake Screw �
_: ,_,. . � � ; . , �'�
Inside Closure ' O �'
: , , .
.
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.
.
.
Tube Sealant ,'
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.
Panel Wood Screw
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.
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.
.
.
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.
,
, � Tube Sealant
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.
� , Outside Closure
_� „ _ - �
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� � Panel Wood Screw
_- � ,
OQ � MasterRib�Panel
,
Moisture Barrier
Roof Substrate
_.__._____.___. ________._�._,__ ._ __---- -.._..�.a--- _______.._.
� � __.._.__._.
�
UNION
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Gambrel
Numbea indicate suggested trim assembly sequence.
_ �
, � i
�
MasterRib�Panel � '
, . . �.
.
�
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, �
Trim Pancake Screw O .'
_ �
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.
Panel Wood Screw �
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.
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.
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Tube Sealant � � ' � Inside Closure
- . - . _ ,,
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Gambrel Trim ,' �� Tape Sealant
, � ' , �
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r
Tube Sealant O � � i Q , Panef Wood Screw
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Trim Wood Screw —�� ,
� � O Outside Ciosure
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MasterRib�Panei �.< ' p
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�'— Roof Substrate
�� -. .__._�._�...____._._.�,____.__���_..�_._____-_�___._.____.____
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Hip
Numbers indicaYe suggested trim assembly sequence.
Trim Wood Screw
Tube Seatant
HipTrim Q
EMSEAL Closure O
Tape Sealant �
�
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MasterRib�Panel
Moisture Barrier
Roof Substrate
�� � . ___,.._m._____u.n____._.___,_.�_.. ___._�___, _n,_d.___.._.
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co�u�arns cannanNr
Ridge
Numbers indicoYe suggested trim assemblysequence.
Trim Wood Screw
Tube Sealant
- � �
Ridge Trim Q
Outside Closure O
Tape Sealant Q O
_�,�;�. ., �` � O
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OQ \ Panel Wood Screw
MasterRib�Panel
Moisture Barrier
Roof Substrate
_..._. .___.�.___.__F_._.__.�,__._�_.
�� ______.___._..�____ ,_____n�_..__. __.
UNION
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Vented Ridge
Numbers indicate suggested trim assembly sequence.
MasterRib Vented
Closure Option
Trim Wood Screw
O
Ridge Trim
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Moisture Barrier
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Roof Substrate
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CORRlI�A71NG O�MPANY
High Side Peak
Numbers indicate suggested trim assembly sequence.
Trim Wood Screw �
High Side PeakTrim Q
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Trim Wood Screw O
TubeSealant O : ,,,
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Outside Ciosure O i
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MasterRib�Panel Q
Tape Sealant /
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Panei Wood Screw /
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Moisture Barrier /
. - O
Roof Substrate /
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UNION
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Side Wail
IVumben indicate suggested trim assembly sequence.
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Tube Sealant �__� '� �3
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Trim Wood Screw O �
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Counter Flashing Q ;
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Side Wall Trim O �
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Panei Wood Screw / - __ _ '`�:s`=
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MasterRib�Panel /
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Moisture Barrier /
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UNION
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End Wall
Numbers indicate suggested trim assembly sequence.
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Tube Sealant � ;F �
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Trim Wood Screw �
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Counter Flashing ` � � �.T,
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End Wall Trim _ Q i `�
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Outside Closure ,;
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Valley �utting at Eave
Valley starter cutting diagram with water diverter tabs.
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Before folding tabs
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Pipe Flashing
Cut pipe flashing along the
pipe diameter marking.
Appiy tube sealant to the
underside of the pipe
flashing.
Slide pipe flashing
down over the pipe.
Press the pipe flashing into contours of panel configuration
and fasten to the MasterRib�panel with self-sealing stitch
screws.Apply additional sealant around base if desired.
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Install panels around curb.
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nid�a a�to
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Note Curb framing and underlayment not
shown for clariry.Curb must be
properiy wrapped with approved
membrane underlayment prior to
installation of panels/flashings.
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Apply Headwall and Sidewall
flashings.
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CURB DETAIL (Chimneys&Skylights) (cont.)
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CURB DETAtL (Chimneys & Skylights) (COnt.)
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