HomeMy WebLinkAbout13-14596 CITY OF ZEPHYRHILLS
5335-8TH STREET
E ' (si3pso-oo20 14596
BUILDING PERMIT
Permit Number: 14596 Address: 7718 KAY MARIE AVE LOT 234
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s):234 Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0170-00000-2340
Improv. Cost:
Date Issued: 10/03/2013 Name: MOLINEK, DAVID & JENNIFER
Total Fees: 97.50 Address: 7718 KAY MARIE AVE LOT 234
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542
Date Paid: 10/03/2013 Phone:
Work Desc: REROOF METAL
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FINAL V � �i �
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 f) 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 with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
� •
City of Zephyrhills
BUILDiNG PLAN REVIEW COMMENTS
Contract� omeowner: �� � �
Date Received: � '
. �
Site:
Permit Type: � �.� � j.e-Z��j
Approved w/no comments:� Approved w/t e below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be ept with the permit and/or plans.
�_� �
Kalvin itz -P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Receivsd ` �-�"' �� '" � phone Contact for Permittin 3 L 2U� -- � 3b
Owner's Name � ��1�� a I .�+� < {� Owner Phone Number
Owner's Address �7 � v i� ar�t ✓z � l2 rk��� ' Owner Phone Number �-
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titieholder Address
JOB ADDRESS LOT# �
SUBDIVISION � PARCEL ID# 3� �s Z� 0 170 C�OGlJ A L3�"�Q
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEw CONSTR ADD/ALT Q SIGN Q Q DEMOLISH
B INSTALL 8 REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK R� `�-�p� w � :. 1-� R.� � e"'� { *k 1
BUILDING SIZ � ��_ SQ FOOTAGE ��f HEIGHT
UILDING $ J�� �� VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.0
OPLUMBING �� � r
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
l ` ro
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � ���`' COMPANY �LC `�r'�� �"� �-
SIGNATURE �J"� � REGISTERED Y/ N FEE CURRE� Y I N
Address 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 1 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,Construcdon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large 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 construction.
Minimum ten(10)working days after submlttal date. Requi�ed onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilitfes&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet campliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
•'"*PROPERTY SURVEY required for all NEW construcUon.
Directions:
Fil�aut application completely.
Owner&Contractor sign back of application,notartzed
If over S2S00,a Notice of Commencement is requfred. (AIC upgrades over E7500)
"• 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 responsibility 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. Fu�thermore, 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that T�ansportation 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'S/OWNER'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. 1 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 regulations 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.
- 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 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 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
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 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 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 O�cial 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF C MMENCEMENT.
FLORIDA JURAT(F.S. 117.03) �
UWNER OR A(3ENT CONTRACTOR� �--- '� -
Subscribed and sworn to(or afflrmed)before me this Subscrlbed a to(or afflrmed)before me this
by
Who is/are personally known to me or has/have produced Who Is/ar ersonally awn to me or has/have produced
as Identlfication. as identification.
Notary Public , Notary Public
�'� � LINE BOG
Commission No. Com ' .' �a�mmi
;,�V ���: xpires bAr 12,2014
Bontlea iMu rmy R�In
Name of Notary typed,printed or stamped Name of Notary pe ,
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2013168643
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Permit No Parcel ID No f YA�� '`d� �
NOTICE OF COMMENCEMENT
State of ���C 1 C�OI- County of �q��
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Cnapter��3, Florida Statutes,
the foliowing infonnation is provided in this Notice of Commen���nt: �
1 Description of Property� Parcel Identification No. N ��0 r► ��� �`�
Street Address � � �°1 A r� � r�
2. G�neral Description of Im'r�vement___��—� 0O� t�
3. Owner Information or Lessee information if the Lessee coniracted for the improvement:
/yld� t � � � 1 ��
I � ,�ame � , ll'G `Z ¢. p� 4 �' k � L��.� St�ate
c�ty
Address
Interest in PropeRy� � �
Name of Fee Simple Titleholder
(If different from Owner listed above)
City State
Address , (� .
� 4 Contractor � ��
Name � S �q����/ 335 25 ___L_
City State
Address
Contractors Telephone No. �C1� ' ���� 71 d 1
5, Surety�
Name
City State
Address
Telephone No.
Amount of Bond: $
g. Lender•
Name
--_- �.ry State
Address
Lender's Telephone No.
7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes�
Name
City State
Address
Telephone Number of Designated Person:
of
g. In addition to himself,the owner designates
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes
Telephone Number of Person or E�tity Designated by Owner
g. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction a�d final payment to the
contractor,but will be one year from the date of recording unless a different date is specified).
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
RESULT�NNIDOUR PAYINGPTWICE FOR MPROVEMENTSPTORYOURPPROPERTY TIANNOTICE OF�COMME CEMTE T MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the f st ed therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA �
COUNTY OF PASCO Signature of Owner or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Manager
�Q�
Signatory's Title/Office
��M�t�20�b _,;�,►l�d�'�r►Yl
The foregoing instrument was acknowledged before me this ay of`�TT_ , Y �
as e � (type of authority,e.g.,officer,trustee,attorney in fact)for
n�� _R � d �S � _(name of p behalf of wh instru e as execuied)
Personally Known I]OR Produced Identification� Notary Signature
�
Type of Identification Produced � O� Name(Print) �
,`�aY p�B,, IAURA KELDIE
;i°, ,`�; Notary PuDiic-State of Florida Rcpt:1553189 Ree: 10.00
" ` ' My Comm.Expires Aug t,2014 DS: 0.00 IT: 0.00
°�' ��� 09/30/13 E. Munguia, Dp1.y Clerk
=;� �a`= Commission#EE 13597
��OF F�����`
��������' Bonded Through National Notary Assn.
PAULA S 0'NEIL,Ph D PASCO CLERK 8 COMPTROLLER
09/30/13 10:42am 1 of 1
wpdatalbcslnoticecommencement_pc053048 OR BK g93g PG ���1
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CCC132�205 RESIDENTIAL.
�M ��p� �tt00F TYPES
�.•.�•.p• � �+»� PROPOSAL
ESTIMATES
CALL MIKE THURBTON
Office: 352-437-4073 Cell: 352-650-7101 Page No. of Payes
TO: m . PHONE: DATE:
�a 1�'�'� �(/��1, c 1��f.� �r 3- �4 �'261 " �a2. U✓
�U�' JOB NAME/LOCATION
� �lg �'�� l�lAr��
�E P� r��L�� 4 �I• 3 � � c.+ � DEPARTMENT: OFFICE: FLOOR.
" JOB NUMBER JOB PHONE:
We hereby submit specifcations and estimates for•
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We Propose to fumish material and labor-complete and in accordance with the above specifications, for the sum ofi
Dollars:$ �d
Payment to be made as foliows:
All matenal is gwtirlt�ed to bs as speci6ed.Ai�woAC to bs camplltsd in e professionnal mannsr
accorduig to ahndard practkxa. My altsretion or davlNion from th� above sFwcificat(ons whieh
involvs sMra cosb will b�mad�only unpon receipt of an auMOrized,writt�n ehangs ordsr arW will be
shown on subaeqwnt irnoieas as amounts over above ths oriyinal e�tlm�.It is undarstood that ws Authorized
will not be perulizsd/u d�lays aussd by aWkaa,ecddsnts or otMr ddrys eaused Dy acts of God.
Our woMen are covered by Wakers Compenaetion insurance. O�nsr aprose to fumish all othsr Signature
eppropriffie and necessayinsurence coveragss.
Note� This p�oposai may be withdrawn ay us if not accepted within
ACCEPTANCE OF PROPOSAL- The above prices,s ' cationsand conditions are satisfactory and are accepted.You are authorized to
do the work as specifi . Payment will be mad s outl' d above.
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Signature
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Signature Date of Acceptance:—�
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PO Box 229 � WWW,unionmetalroofing.com • Toll-Free
Fayetteville,NC 28302 (888) MTL-ROOF
Rev.7/10
UNION
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IMPORTANT NOTICE
This manual contains suggestions and guidelines 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 wi#h the ever-changing code environment,
Union Corrugating retains the right to change specifications and /or designs at
any time without incurring any obligations. To insure you have the latest infor-
mation available, please 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.
1
UNION
COHRLIGATiNG COMPANY
TABLE OF CONTENTS
Introduction,Design,&Testing ................................................................................................................ 3
PanelInstallation ........................................................................................................................................... 4-7
Accessories....................................................................................................................................................... 8
TrimDimensions ........................................................................................................................................... 9-11
Trim Assemblies
Fascia ................................................................................................................................................... 12
„T„Style Eave.................................................................................................................................... 13
EaveEdge.......................................................................................................................................... 14
Rake ..................................................................................................................................................... 15
PreformedValley............................................................................................................................ 16
Transition ........................................................................................................................................... 17
Gambrel ............................................................................................................................................. 18
Hi p ....................................................................................................................................................... 19
Ridge................................................................................................................................................... 20
VentedRidge ................................................................................................................................... 21
HighSide Peak................................................................................................................................. 22
SideWall ............................................................................................................................................. 23
EndWall ............................................................................................................................................. 24
ValleyLapping ................................................................................................................................................ 25
ValleyCutting ................................................................................................................................................. 26
PipeFlashing .................................................................................................................................................. 27
CurbDetail ...................................................................................................................................................... 28-30
2
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UNION
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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 support ribs at 3/a"high that add
rigidity and strength to the panel.
I--- 9" �
�3/4"
� Coverage 36" �
MasterRib�is Metal Construction Association certified. Below is a list of all of the MasterRib�panels approvals
and certifications.
• Dade County NOA#07-0713.03&ASCE 7-98 Compliant
�. Florida Building Code Approval #FL45863,#FL9555.2,#FL9555.3,
#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
Allowable Uniform Loads Per Sauare Foot
LIVE LOAD (PSF) WIND LOAD (PSF)
SPAN o►vcHES> 18" 24" 30" 36" 48" 54" 18" 24" 30" 36° 48" 54"
29 Gau e 199 112 71 49 28 22 211 118 76 52 29 23
26 Gauge 268 150 96 67 37 29 276 155 99 69 38 30
NOTES:
7.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 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 all loads imposed on the panel.
5.Check local building codes if panel testing is required.
3
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Panel Installation Guide
Storaae
if inetal is not to be used immediately,store inside in a well 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 usefu�life. Tra�ped moisture between sheets of p�inted metal can cause white rust to form under-
neath the paint. This can cause the paint to flake off the panel immediately or several vears 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. Anv outdoor storage is at the customer's own risk. If outdoor storage cannot be
avoided,protect the metal using a canvas cover or waterproof paper. N�ver 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 metal 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 meta�shavings left on the roof surface immediately to prevent corrosion.After install-
ing roof,remove any debris such as leaves or dirt to prevent moisture from getting trapped on panels. Do not install in direct
contact with chemically treated lumber.
Fasteninq
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� Fiaure#3
�e��
RECOMMENDED FA57'EAIING PATTERN FOR1�/z"SCREWS � Antisiphoning
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SCREW FASTENERS—EAVE,RIDGE,&ENDLAPS
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SCREW FASTENERS—INTERMEDtATE SUPPORTS
4
UN OI N
coaa�.nnrac can�manrv
Roofina
5lopes of less than 3"on 12"are not recommended. For slopes of 3"on 12"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,farthest away from the
direction of the prevailing winds(See Figure#4). Instalt sheets in the sequence shown in Figure#4.
Figure#4 Figure#5-Instaliation Options
Prevailing
/wnds Option t O tion 2 O tion 3
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'k\,i,,,.`{:,, �,\'.���:`��,t„`�:;�°;`;a;'`�' .a�2'%4'S
'..,.� .,„� `�' :` i s�;'�".
\, .�tit,,. ;�:;;�i:`��., `�;� ,
', ;�;`,���`�� ,„i,Y��` �A\1.�,�
��\;1 2'Spacing
���`u�\ �`' ,`r �"��' Union�fl5ynthetic Union�@BS thetic
��`��� }�.\+ %,$�;�p�:� :�`;i<a� .� Y�
;$..\.•,\:`\a�., ,,,,� 1:.�,�,`,`��;``t•� `:�;.�;,;� Unded nt Urxlerla ment
� � 4��
���`�d5 � ��� \ °\��S t� � �,�'i�;
t,��1 �� ,�k�. '���������� ��,��;c`:
1a4�-C7,,�, �'',Z,,,�.'�,e,�'�,,,��+,,,. } ',�,.� 'x�5.����y'1
6" ; ��;�,\'. ��'\�i�.,1� v ``� �'1�> L
M`^' '\�:y;,�.;�,p„ ,,,�'\.�;�\�?�`;;4``\�',1,,, `c`,7', �`t�;�:Cc;
�:;�w��`.�� � �°\r, ti;� ���i'�.; � � �z InstaN Metal Directl Install Metal on Install M 1
�`^�.`��',,�� � ,';, �;,�;';,;;: y eta Over
• �: „��, �;� �:
�;;,i'�" ti�,;,;°:.���1`` � R`'���` �`,�,�•,��; toWoodFrame SolidDetk Existin Shin les
�,R,�1,,,:,,,,,u,;,;`1�;,;;,
,��� '; ;\\;�. ,,�`;,:'�4�,Va,�;>.,°�\``, @'.� 9 9
+< � 1,.,<is,G \ ,r��,,�;y';s;��,".'' -Use Maximum 2'Purlin S acin •La PI wood Deck •A I Union RE�S nthetic
'�. `, P 9 PPY Y
,�,`���:c �;�',� ,;Y4�,`,;ri�,�'';���,�,�`�,; Y Y
;•.�?�,,�;��;j;`�,�.";;;'�;:;;,,�,, -° •Install Metal •Apply Union IIeEL Synthetic Under�ayment or other
�''?S�i,^%'�j"���`\'`" 'DO NOT USETHIS OPTION FOR Underlayment o�other Moisture Barrier Protection
HEATED SPACES UNLESS INSULATION Moisture Barrier Protection •Install Metal
Maximum Purlin Spacing for AND MOISTURE BARRfER PROTE- •install Metal
Roof 2'on Center TION IS USED
*Proper ventilation and vapor barrier protection 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.
Figure#6-Proper Application of Side Lap Tape
7/S'Lap Tek Screw at 24°O.0
3/8'Butyl Tape Seatant
�
Allowable Uniform Loads Per Square Foot
LIVE LOAD (PSF) WIND LOAD (PSF)
SPAN t+NCHES� 18° 24" 30" 36" 48" 54" 18" 24" 30" 36" 48" 54"
29 Gau e 7 99 112 71 49 28 22 211 118 76 52 29 23
26 Gauge 2b8 150 96 67 37 29 276 t 55 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 a�lowable loads are based on three or more 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 reslst all loads imposed on the panel.
5.Check local building codes if panel testing is required.
�
��
UNION
�����
3...4...S...Triangle Method
Z
Usi�g two tape measures,locate point C by hooking
one tap to a nail at point A and the second tape to a
� nail at point B.6ctend the tapes until they cross and
� 4 5 meet at 4'on the first tape and 5'on the second tape � fi "
and place a temporary nail where 4'and 5'meet.
4 ...the 4'and 5'measuremenu are
; the 4 and 5 sides of the 3...4...5...
triangle.
� 3 �
�t
� 2
2
.
._
1 �
'• :
' ' _ .;�:�,�,,�
1 3 �_�_u:_.,,_,.=K
1 Establish a line from point A to point B by
temporarily marking each point with a nail.
The line must be paraliel 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 muitiple
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 length is
to matching the panel length, the
greater the squaring acwracy.
_�
.
� 3 �
� �,
Hook a chalk line to point A and pull it in
line with point C and mark a chalk line on
the roof deck
This will be the square reference line for
�� the MasterRib�panei installation.
�
UNION
��.,,��„�
3...4...S...Triangle Method
4
0
Mark chalk lines parallel with the square reference
line out ahead of panel instailation so that panel
square can be checked as the panels are installed.
Suggested line spacing is one foot beyond 3 panels
. � � _ wide or about t 0 feet
��... -�
1 2 3 4 5 9 10 � �'
.
+.
.
� '
�
�
�-
1 2 3 4 5 6 7 8 9 0
5
Check for square by measuring
the disiance from the installed
panel edge to the chalk line at
both the eave and ridge. If Yhe
measuremenu match, then the
instalied panels are square,if not,
adjustments must be made to _ _ . „
� �� - `' � -`� �� �} ' bring the panels back into square. ° '
� �
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;f� s.� � 9� � FF�. � � aE, �1Y ii � 3 ' $�i, j 8 - Sa'#
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�
��
UNiON
���,�
Accessories
Pop Rivet(stainless) #14 x 7/8"Hex Head #9 x 1-�/z"Hex Head #9 x 2"Hex Head #10 x 1"Panwke Head 1"Pancake Head
cccSSPR.125 Lap Tek Screw Woodmate Screw Woodmate Screw Woodscrew Tek Screw
(1/8°x 3/16'� Metal-to-Metal Connection Metal-to-Wood Connection Metal-to-Wood Connection GPHW5100250 GPHD5100250
GLTEK «cWS150 ctcWS200
r�\
�'�/
`
Emseal Expandable Uaiversai Clowre Versavent Universal Yented Closure Urethane Tube Sealant Pipe Boot
RCUNEXVMR54 VRCUNIVERSAL TUBESEALANT MF3
(103 oz) (Various sizes,heat treated&
retro fit also available)
3 8° I 7/8"--�
26ga flat Sheet 29ga flat Sheet Single Bead Sutyl Tape Double Bead Butyl Tape Touch Up Paint w/Brush
cccGPFS26475120 cccPF529415120 BiLSLST DBBTLSLST acPAINTTUP.60Z
(41-9/16"x 10') (41-Ya'x 10') (318°x 3/32°x 45� (7/8"x 3l16"x 40') (.6 oz)
//':, ._ -
��,�,��
/
;:�
Outside Clowre Strip Inside Qosure Strip VeMed Clowre Strip REPEL Synthetic
RCMRO RCMRt VRCMRO Roof Underlayment
REPEl48X250SRU
�
= . -
.... „,
� �
4_,/2�� ,•T„Style Drip Edge 6„ „T•,Styte Drip Edge '
tcc45TSRE tcc6TSRE
2 X 2 fave Edge 3 X 3 Eave Edge
ccc2�2RE ctc3X3RE
3-'/z" Fascia Trim 5-'/z"�ascia Trim
_ cccCFAH cccBFCAH
� _�.
_ _ _ _
_ _
.
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Trim Dimensions
�
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� ': � % ,SPecifY , �SPecifY Pitch
i Pitch � �2
._t�r---__.__.� i
72 �
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i „ �% 5��j(y � (�n ___._.._.___. _.---__,..___� r. Spec�fy
Pitch f� Pitch
� 5-'/a _..----__._._..___.._�_ f; (
3 /
L__-__.___.
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: '
�--°"`�!Specify Pitch � � �
12
� 5-'/a" ------ !5���
E Pitch
+ Length 47"(Coverage 36") 1 I
3�q'i -� ''_j
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Trim Dimensions
. - . . . . . - . . .
t /i t ____ _._._ __' ___ �/2H ""_ "_ _ """__'�.... '.
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,Pitch I � i .�---____._.___----- 7�8� -�------ --- -� i I
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i (lPitch � ` , ''
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� Length 4P(Coverage 36'� �
4 3�4� "'_. .`__"___ ! �
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47�2° "'___.._.'____"__'_.—"'.._._._�, �
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_ ' � t ^_____.__�.._.._. ___—_._' __"_ _._ _.__"___..�'_' __'__.,
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p 4118^ .__--__�__—_ —-- � �" 4-'h° ----— ____�_ , s� ' �•
i _. .__ �^ ; �• � _�._.________.___..____. #•
7/8° ___� c°""`�'c"�"MS i c��«r�n� � 5���4� CounrerFlashing
� f , e..�.____ f/ ,;
7/8° � �/'`speciFj '
1F=" .__....� __...� "' Vfich �.
72 � ` �SPeCdY
t�y� _ _ �Prtch
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� � _�
�
UNION
CaRRUG4TNV6�MPANV
Fascia
Numbers indicate suggested trim assembly sequence.
�
Roof Substrate O--�=�.
,, „ . . ,. , ,
.�
, -, � .-
���
MoistureBarrier , „ � _ - Q-•�'
.
, ; � _ . , ,
.�
f
Fascia Trim Q '
., i
Trim Pancake Screw O
-.,.. ,- _, , . , r ,.. � _ _ ,. ;
Trim Wood Screw Q
, i _� . _�1, : � ,
7z
UNION
����
"T"Style Eave
Numbers indicatesuggested trim assemblysequence.
Moisture Barrier J Q �
' � _ � . - �.
Trim Pancake Screw Q .��
; , .�, . ���
Tape Sealant Q r��
�
_ ,
� �
�
.. ., �
T Style Trim �
Roof Substrate O
„ . .- , - �., , , . ,
MasterRib�Pane) Q
,;'�. tn_co _ , .. - �r. �.�:
� '-'.ti- �F . , �.,i'— ' .,i �7i�_ " _. i
-"� .' . i;.���.. ' _ -;. r _ .-. '�i
i
Tube Sealant O ,_ ____
.�
� -, . - -
,. __ _ �-
� _ .
. �� -
� , � , -, . _ O ��
lnside Ciosure . �
Tape Sealant Q
— r; ._.'c � .� _�—. � . —,�—,—_ � ,,_
Panel Wood Screw O
�� , , -_ _ ., - ,-
13
un�o
��,,����
Eave Edge
Numbers indicate suggested trim assemblysequence.
Moisture Barrier Q �.-� '
. ., � . - _- -- , � , ._�
Trim Pancake Screw Q
; :f•� , . , „ i = _ - _„ ._ , . - , .
� _ .- - � i
i�
i�
Tape Sealant Q ��
� , _ , � ,
, �
. '
Eave EdgeTrim Q
Roof Substrate O
, o:.f-,. _, _ - ,
MasterRib�Panel Q
_ �'�t°. ;��r 4�-.. _ r-;�a-,-�,.,--.- ., -
-, i , .� - � , �._ �.. : L� = i
�'_ _ ��
�- ., ,- . �- ,�„ n�;ii .. , _-,. , .�
i'
Tube Seafant Q =_ ��
, _� _ ; -_ ..._ ,: �� _ -= -'�
. . , _ �
� _ , _ -, ._ , _ -. , . O .
.
inside Closure
Tape Sealant Q
,. __ , � ,�. . ,. =,a ..� �
Panel Wood Screw O
_ ._ - -_ , _ �_ ., = �_ -_
� ;
1�
un�o
CORRUGA7YJG�ANY
Rake
IVumbers+ndicaYe suggested trim assembly sequence.
Tape Sealant
MasterRib�Panel Q
,. _,�; ,- :,,�, , - ,- .,: _, „ Q
� ;,,, ,,; . . . ,, . � � ' �
PanelWoodScrew Q , ----------------------------•
-a _: , ,; �,. � - , �
,__ -,: , _.,, „ . � -
-, , ��,.. .: ,_ � �
- _ - ,_��- ;
,_ . , , __ ,
�
�
�
Moisture Barrier —.
,., ,�n;.;� ._ < � , F !
;. � .i �: , . -,_ ., ; .. -- ' _
, , , , , ,.- ' - ��.,
,_� -_„, _ ie�,r;
Roof Substrate O—�
�, . ,.-- _ �, ,. � --. _.. � .,,
„ , �. . ,�_,�_ � .. -_ , �
Rake Trim O
-. � 1 _ F�
, _-_ - .. .: . .. . .... . ,------------ ------- ----- ------------•
� _ _
Trim Wood Screw O �
-:..,�,.. � , � . _ _., ,� � . � ;
�_. .�� . -_ � - , � _
�
Trim Wood Screw �
t� , *�- .� ,� _ � �
__.� . � ..; _ �.� : _ ,
��,�,
��
UN O
COFIRUGATBJC,COMPANY
Preformed Valley
N�mbers indicate suggested trim assembly sequence.
� �.
.� ��
.
.� ��
.
��
.�
�� .
��
. .
�� ��
��` �� �
���
Roof Substrate 4� .-'
� :_�.,�,._ , ,
� �. .-
, ' ��
,��,.,�., , � �", �
Moisture Barrier '
„ . ,.�„,.� . - . ._� ,. , _ ;;;� - -.�., . , �
Preformed Va1leyTrim /
.,, , �- .. � , : , ..�� _ , , _.
-_ .,, , - -, , -, ., .. �
Trim Pancake Screw
-, r � , - .r . � : � __;.__ ._ _ ; 3 �.�,
r _T ,, ., - � , , , , , -.,, , �,.� - �; � ,�,�;
�p''e'Y'1
—�.I /'� .-'
�. -
,-
�```� �Jn,mV�\ '�' --
_ \ �
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i
�� _.
�` ���
i _
O ``` ''
�` ��
i`
MasterRib�Panel ' �� -� Q
, _ ._ , - , , ,,-,,� ; �� . `v' O
- .-ii -� ' i , � '� " "
� f� ; ,. � _ _, ,- _ _.-. - , . . - .: � ,_ . - / Notes:
Tube Sealant Q _
�.v- -_: - �- . . - , _ �_ _ ,_ -. � _-,.,, ;-��,,,i.
. . - - _ . _ : -, -.,:f :k__r.
EMSEAL Glosure
� _ ._F��,�,�„'- _ - , . �. , , ���, - _;.:� , :.:,-,_� � , �
�i-. �_ �= . � . . t _ _. _ - ._., . -.., -,_
� � > _ .. � , ,. - -_�: - _,.
Panel Wood Screw
��
uni o
�����
Transition
Numbers indicate suggested trim assembiy sequence.
MasterRib�Panel
.: .;: �- .. �, „ ,
Trim Pancake Screw �
r(.,`„l_�'T�-' �t' � �.�1. - . .� Jt O I
Inside Closure .'
-� a ,. - . „ � ,. ,- ,�- . � ,''�,.
Tube Sealant �
,; .,, ,.;� �;.,,„ ,. , = � � .
.
Panel Wood Screw �'
_ -- ., :{ ` _� ,, _ � .'�'
,,.� , , � �.. , _ ,'
-- .
- - , � .
_ - ,
.
Tra�sition Trim '°
, - _;„ , , , - .
� ,'�
Trim Wood Screw� ,'
.
.' � Tape Sealant
.,' ,�-�: � ; � �.'�' �-, .�„�,
� , , , O , Tube Sealant
. �_ -_ ,. � � ,' , _� .: � " F,-.� . : ��-f
, : � ,� ,`.�� .,
.
' Outside Closure
-- " ;:r- .�' � ,;_ ,- ,__ : _ :. .- . . . . ..-, _� , .,,.,-
.__. Q Tape Sealant
'- ' - -__ , Q -, ,.. . _ , Panel Wood Screw
__ ' � ,_„- _ �.�. .. ,:_ _� ,. � , �� -_ : _
� � - „ , -,_ -. �_ � _�...-
OQ Q MasterRib�Panei
� - - ;.,� � , ..
Moisture Barrier
� ��r.,.,rr. .— .-_, - .-.-_ - . ._ -� -� ,, ,,, ,, ,,; ,,, ,--�c.�
. � _, c.. ; _ -� : � = .,. . _-., , !�� - - ,i. _- _ .
Roof Substrate
,. . . - . „� _ ��: ; - „
�7
�_
un��on�
����
Gambrel
IVum6ers indicate suggested trim assembly sequence.
_ �
�
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MasterRib�Panel �
,. ,�:�,.. ,_ - : , , ,_ _ . � , '.'.
�;, , ,� .
� �
Trim Pancake Screw '
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,I' ir1?' 7 '
Panel Wood Screw ��
-,�. `.,.,. . ,_ , � ��.> ��_ .:,.{ , ,,�, , -i � ,'�,.
� ., _- , , ="� - �.. .
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Tube Sealant ' Inside Closure
- - •' � r � , �
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. ..- . , _ ,.. , �.. _ , .,
.
.
.
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Gambrel Trim Q ,' � Tape Sealant
r -.-"'Ei:l.'t�_ F �,L�i. _ir 'r, � - ... . _� , �.3� "a�.�
-. i � � " _ '_ ! .- r!_ _ ik':c::6�:..
/
Tube Sealant Q � O Panel Wood Screw
-. �o ., =�_� , �P , � , u�ic!'r,> , -,- .' -=rs1 t„- �-.� . . t_ ��J�=
,-�� -r)!.�: -� � i � , .__. ,� ' , � - -'.. � - .,,. _;- �,'._-„ _
�.-: � .�� � -' : ' _ _ _ : � — " , ' ' � , _
Trim Wood Screw —� r
�_:, _ , �,• , , -, - -� - � _ ` O
, _ , , � Outside Closure
,,, ._ , � - . , r ` - � -
� ; ,_ ... „ �_�-
� -. .
MasterRib�Panel —� � Q Tape Sealant
„ , , _. � ' - _ ,,, ,._ :�
- , �
, , f—=�— Moisture Barrier
, , _ r � -, - � _ � , :
- � . �- � , . ,e_- _' -- .,.- , ,
r _ .: ., _ . : . n ,.:, . ,_ _ .,. -
� �-=�0 RoofSubstrate
�,,,� , , . � �:
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UNION
����
Hip
Numbers indicate suggested trim assembly sequence.
Trim Wood Screw
._�, , ,. _. , _ :. _ Y.�__. , , �„ , ,
,- , _ . � i -- �,_
Tube Sealant
.. . ,,- .__ _ _.�� _ � _ .-_ . - ,,T „
HipTrim Q
_� ,a.: . , _ _ -�
EMSfAL Closure �
r7 r: e E��i�i,_ � ��_a .„ .._. _ ._ z � .._
' .J� .i r' � __. .0 ! _} .-i f � ic, _r. -
� - : F "_,t-�.� " _ _ "a� :
.(' Li�:.lt�.. �.� � � �. _ i. � �
Tape Sealant Q
„ , , ., r�r � � -
,- . „�"f;�_ .:.-,��_-, '' O
i
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i�
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O Q � - _ , ,- ", _ Panel Wood Screw
:�=t
�_ �-;' = _ ,.-, __:+.-���� , - :;�;,-::.
MasterRib�Panel
,. ., . _- .- _ _. :,- , ..� ._ ; -u . , ,,.
Moisture Barrier
.>. ,,...� ._ __ >� � �t ;-� _ .,., ,. . _ � _ t=:�� _,�,.�.
...-�., _ �'Ci _:",., i �C' ii�r�_ : �; . i_ " .�1,� . ..., .'�.t",_
Roof Substrate
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��
��
UNION
�����
Ridge
Numbers indicate suggested trim assembly sequence.
Trim Wood Screw
i- � „� �- � -.-_ - ; , �,
Tube Sealant
� _ -, ; _ , , , , _
RidgeTrim - ` , Q
Outside Ciosure O
- � „ ..� ,., . .., , ��. ,
Tape Sealant Q O
, s_- _
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.
.
.
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O Q � Panel Wood Screw
j",. �.__
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MasterRib�Panel
, - _ - . . � - ,
Moisture Barrier
., , :� = , � - , � ,. ..,: _ : ,_ ., ,
, .,__ �:, ,__ , _ �. __ : ._ �±, . . _ � ,_ ..
Roof Substrate
t , � __ , ,, , - � , - ___ � . .- _ ,:
��
un�o
��,����
Vented Ridge
Numbers indicate suggested trim assemblysequence.
MasterRib Vented
Closure Option
Trim Wood Screw
, .: � _ , _ . . O
Ridge Trim
_ , O • �=
�y _ �,
�
Vent Closure
� � , � �`
- � _ ..,.{� : , � `'•
.
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� Panel Wood Screw
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\ ' MasterRib�Panel
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\ Moisture Barrier
o = _-; �2 -, , �, , �, , , _ �� _ <<� � .-,
\ Roof Substrate
. _.,;, .- : � _-_ ,,� „ ._ .. -
2�
UN O
��„��,�
High Side Peak
Numbea indicate suggested trim assembly sequence.
Trim Wood Screw �
-�-- , ,_,, , _ ., , . , .. __ , � ,
High Side PeakTrim Q
, ��:t�,r,,i, , ,.,.�,- :. � , , ;�
Trim Wood Screw O
. , ��� , , . , _
, � � _ , ; ,: . �
Tube Sealant O ,�
:_ ° - ,. , � , ,- .-- i
, - _ . ;. - �� �
��
� �
OutsideClosure O " _ -'-' �
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.
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MasterRib�Panel y ` J Q
t_r.;., ._. . ..,, � � ., . :_, _ ; . , ,,�, , _ �;,
Tape Sealant ' Q
.
Panel Wood Screw /
_ . . _.. = � , - , "_ ,, ,. - � �
Moisture Barrier /
- _ , . �_J j �._._. �.-_ .7, - :t;,.- ,-� , .- :- O
�. :�r„ c-„c �__.._ _ ._., /
Roof Substrate
� ,.,;,: _ �,. �. . -.. _� - -
� , _ .,, _ -_. .
�a _
un�o
cAaaucanr�c aon,marvv
Side Wall
Numbers indicate suggested trim assembly sequence.
Tube Sealant �--•.
,, , � . _ . ,�. _, _ .: . � � �_,, _ ..� , � -,
_ ,-_ .-t .. . . — .., .. ,__ �- . .._. _�,., .- . ,�
- O '
Trim Wood Screw
„_ �'� ,. . .. ,, , ._� " ,_ [ , �' _ _, , �
, � . _ .--. . - � _,_I :.- _ ' - ' , �= 1
1
1
1
Counter Fiashing �
� � �, .-, � _ � _� . _ �:;_ , .. �
. ,. , .- ._ � � � .a > ,_>:�_, , _ .. �
_ �
t
Side Wall Trim Q '
__r�.�-� !_ , � ' ' - �
* � � ,�_ - �- ., , �
. � , - �
i
i
i
------------- -------- --- ---- ----
_�
Roof Substrate O
' ;.,. r'r _ � _ -� ,-.,_..,,r,�i-- �
�u ;�BI i�.,'C , _.,;, _, � - : :.. /
Tape Seatant Q
- .. � aa� - ` "
Trim Wood Screw � ,
_ = : :� . _ ; _ _ -=�= :_ �,�-� . �
Panei�Wood'Screw �� � ._ , , , /
,. , _ . _- _ �..�. i:. _ �� _ .�-.- �,_ _ � _. ._. .�_-
- ; :, ., ; , ,. : ,. _. _ /
MasterRib�Panel
i;. _ '.� "-� . . ��i ." .., .,.�,Jl:_f�l� .� .i !_ � ' J'� _-, ' �
Moisture Barrier /
, �_ _ -,,,, � � � - , : ,,.,�;�,_.� _
-- . . �� -_ .< • . _ ,,,_. .��;.- � - �.
23
un�o
�����
End Walt
Numbers indicate suggested trim assembly sequence.
Tube Sealant @
-„;. -� ,, �. ., , . - �� - -
. ,- , - � _ , -, _ _, - - , .
Trim Wood Screwl �
r , �, , ., ,. , < < . ., -, -. - ,
. , „ . � -
�
�
�
Counter Flashing � �
.. ,. - _ �+ � � ` , , �:-1 ._ ._, , - i
�
- . � '
End Wall Trim ;
_ _ =._ _ , ,-, . �
_ .�._ _ ._ ; , -- . , : �
Outside Closure '
O �
. _. ._ �, � � _ ,,.. - :_ ,.
�
i
Tube Sealant O �
, - =,;�_ , _� i
�, ir = ' .��
.
O ���
.
Trim Wood Screw
4� �� �,i i�,.
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I�I ��
L= � � I�t `_ . i � .. � ' 0 i
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i�
MasterRib�Panel Q , '�
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.-
, t , , . r�- -��;-_ - ��
-, -;._„� �. , ,:: - ��-
Moisture Barrier Q��✓�
, , r _ :. - -
_ , - - , ;_�. � �
,- � ! ± .-
RoofSubstrate —0—•
. , _. �,, : _, ,� Q
�� �� / - _ -
Tape Sealant Q
Panei Wood Screw � -- ` ;; ' c, ,: �
-. _ _ � _ _ .._. : _ ,.. ' . - _ _ _._ _. ..� _ , .r r;� _ _- . ,_ �.__.
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r:� � �-,y ,ti� ,F
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UNION
caar�ucanr�c mn�atw
Valley Cutting at Eave
Valley starter cutting diagram with water diverter tabs.
�
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Before folding tabs
�
}r
i� li
I � '
i t .
.';.'. .'{.'.
. . . .'!' '. '.7. .
. . . - + - - i - _ ,�' _
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:.�":�: 1:' e: _i;:
- . ut a on dashe mes� � - • � • -'�'�'�'�'
Y,i
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b ' .'.1. .' '.'1'.'.'.'.'.'.'.'. .' . . �
. . . .
. . . . . . . . . . . . . . . . . , . . . . . . .
. . . . . . . . . . . . . . - . . . . . . . . . . . . . .'.'. ." ,
- - '�'. . .`. �. - '
. . .�. �
. . . .:.�. .' ...7 .. . ,
s . . .{. . _ ; . . .
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After folding tabs
�
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UNION
���,,�
Pipe Flashing
Cut pipe flashing along the
pipe diameter marking.
Apply 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.
;�a
��
un�o
����
' : � � : .
.
Install panels around curb.
/ RP�
�VP
A
ey dnP�
Ps�f d�P/%
�dlo d 6 o`ts�de
$�`n.
1
Note Curb framing and underlayment not
shown for darity.Curb must be
properly wrapped with approved
membra�e underlayment prior to
inrtallation of panels/flashings.
�, �
Apply Headwall and Sidewall
flashings.
,:#,�
_ ._,
•�;.
q�P� �z - -
�a
tPA�cy
��t
chPah�9h`�a/i�dsh/
�g
20
. ,
CURB DETAIL (Chimneys&Skylights) (cont.)
STEP 3 �
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1= ��
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STEP 4
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vr•
CURB DETAIL (Chimneys &Skylights) (COnt.)
STEP 5
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