HomeMy WebLinkAbout101 N Somerset CtIt t
CITY OF SANFORD PERMIT APPLICATION
Permit # : — Date:
Job Address: 10 1 K). 3o C CQI V, k. 3 a -7 3 Description
of Work: 2004 Historic
District: Zoning: Value of Work: S ov fPermit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS Mechanical:
Residential Non -Residential Plumbing/
New Commercial: # of Fixtures Plumbing/
New Residential: # of Water Closets Occupancy
Type: Residential Commercial Construction
Type: # of Stories: Addition/
Alteration Change of Service Temporary Pole Replacement
New (Duct Layout & Energy Calc. Required) of
Water & Sewer Lines # of Gas Lines Plumbing
Repair — Residential or Commercial Industrial
Total Square Footage: of
Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (
Attach Proof of Ownership & Legal Description) Owners
Name & Address: ma c t _ r t Q J \ 0 10 rnL ae L c: - q
gyro. V: 3a'3 Phone: LAL 3 o Ci01% I Contractor
Name & Address: Phone &
Fax: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer: Address:
State
License Number: Contact
Person: Phone: Phone:
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. 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. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicab o is prop may be found in the public records of this
county, and there maybe additional permits required from other governmental entiti such wa manag to , state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the owner of the pro there ui of Florida , F 13. G.
v Signatbre
of O er/Ag Date Signature of Contra r/Agent Date r
Wr %v A-m G e L T( N Print
Owner/Agent's Name Print ontractor/Agent's Name PAL
1 /') u? as, Signature
of Notary -State of Florida Date Signature of te9l ate D __''
IIE BIANTON MY
CC dw.i..siilN # DD 18M91 Owner/
Agent is _ Personally Known to Me or Con ct is EXf': Per"sdri itljthrir Produced
ID Q 11111ARV N l,, APPLICATION
APPROVED BY: Bldg: Zoning: Utilities: FD: Initial &
Date) (Initial & Date) (Initial & Date) (Initial & Date) Special
Conditions: sy
S -t
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. Ii
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
1, , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will ass me ull s onsibili n Owner/Builder Contractor, and will personally supervise all wort:
allowed y ]a o th a ed stru tore.
Owner/Builder Signature Date
Print Owner/Builder Name
1LCAA_ .
Signature of Notary —State of Florida Date
DF6E!E BLANTON
Owner is sonillj.;KrfdWfi*tcMW sha
Produce Il EA 0ZZ,: February 25, 2007
seount Assoc. co.
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
Z
PROPERTY
APPRAISER
C Iry L. 30-4114GLE. CuN
2 ENS RC0 BLVD X:: ......
407 - OM -:730p,
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 1
Parcel Id: 07-20-31-506-0000-0440 Tax District: S 1 -SANFORD Depreciated Bldg Value: $88,629
Owner: FINLAW MARY R Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $1,200
Address: 101 N SOMERSET CT Land Value (Market): $15,500
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 101 SOMERSET CT N SANFORD 32773 Just/Market Value: $105,329
Subdivision Name: BRYNHAVEN 1 ST REPLAT Assessed Value (SOH): $94,928
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $69,928
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY
WARRANTY DEED 11/2002 04623 0395 $100,000 Improved Tax Value(without SOH): $1,652
SPECIAL WARRANTY DEED07/1996 03100 0889 $95,300 Improved 2004 Tax Bill Amount: $1,397
SPECIAL WARRANTY DEED03/1996 03050 0765 $100 Improved Save Our Homes (SOH) Savings: $255
CERTIFICATE OF TITLE 02/1996 03037 1364 $100 Improved 2004 Taxable Value: $68,158
WARRANTY DEED 06/1994 02786 1511 $83,500 Improved DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 08/1989 02096 0311 $80,900 Improved ASSESSMENTr
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess MethodFrontage Depth Land Units Unit Price Land Value LEG LOT 44 BRYNHAVEN 1ST REPLAT PB 39
LOT 0 0 1.000 15,500.00 $15,500 PGS 20 & 21
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1989 8 767 2,164 1,493 SIDING AVG $88,629 $93,787
Appendage / Scift SCREEN PORCH FINISHED / 140
Appendage /Scift GARAGE FINISHED / 459
Appendage / Scift OPEN PORCH FINISHED / 72
Appendage / Scift UPPER STORY FINISHED / 726
EXTRA FEATURE
Description Year Bit Units EXIFT Value Est. Cost New
FIREPLACE 1989 1 $1,200 $2,000
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
Ire—web.seminole—county_title?parcel=07203150600000440&cpad=somerset&cpad_num=1(111812006
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Date: i — 1 - C) S
TO WHOM IT MAY CONCERN:
This letter serves as authorization for Wilbur Samuel Finlaw to pull permits under my name.
The attorney in fact is to have full authority to deliver applications for permits and other such
documents as are reasonably necessary to obtain said permit. For the subdivision and lot(s)
specified below:
Job Address: 1 O 1 0 . 250 m e-+- So- fI- C-c() 'r ,- .3 a77
Subdivision:
Lot: --I q Block:
Homeowner
0-0 (a-0
The forgoing instrument was acknowledged before me by Mary R. Finlaw, who is personally
known to me and who did not take an oath.
Sworn to and subscribed before me this day of 20D S
joop Mary E Luckart
My Commission DD158898
Notary lic 'o„ o+' Expires October 25, 2006
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Ultra Rib Roofing Panels
Metal Building Supplies, LLC Ultra -Rib metal roofing panels are a strong, resil}ent;
economical, have an eye -catchinkjsolution to the increasing* interest and requests for
metal roofing -opportunities of residential homes, commercial applications, agricultural
and utility buildings in Florida.
Ultra -Rib metal panels provide a 6-inch coverage with 3/4-inch ribs on nine -inch
centers, and utilize an anti-sip'hon&ng channel to provide protection from severe weather
conditions. Both panels. And trim fabricated using state-of-the-art computerized
equipment at our manufacturing ility Kissimmee, Florida, to assure uniformity and
consistency in manufacturing theroduct,
Panels are roll -formed to the len ' specified by customers in either galvanized, Galvalume® or multiple colors o painted 26 gauge and 29 gauge high -tensile metal,
ready for either customer pickup on -site delivery.
Metal Building Supplies, LLC als ' stocks a complete.line of fasteners, sealants, and other
accessories to every need of. eitho the do-it-yourself homeowner or roofing -contractor.
Both in -stock and custom-made flkshings and trims are available in .all colors as well,
Two gauges of material are available--26-gauge and 29-gauge metal panels. Your
Metal Building Supplies, LLC Representative is waiting to' assist you in making the best
choice for your -particular roofing peeds.
Metal Building Supplies, LLC Ul*a-Rib metal panel is. manufactured in a bare,
Galvalume® finish in complianceiwith ASTM A-653 Structural Steel Grade 80. The AZ-
55 9alvalume® finish is notonly #urable and cost effective,'but provides the reflectivity which
is especially valuable with $outhem weather extremes. The
paint system applicable to o product provides. exterior protection plus superior resistance
to corrosion and Ultraviolet radiation. All of Metal Building Supplies, LLC Ultra -
Rib finishes are of the highe tt quality in the industry.
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Eave Drip & Fascia or equivalent
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Typical Eave Detail
For custom cave drip, specify the amount of the cave that wlll be hovered (dimension
a"), and, for steeper roofs, specify pitch. If fascia is desired, spec f the dimension you
order will be concealed by -the eave drip.
Eave. drip and fascia provide a (complete appearance along the drip cave of the house, as
well as providing protection for -the materials they Cover. The eave. drip should
completely cover the top edge of the fascia. Inside closures, provide for sealing off the
open ribs of the -panels, as an alternative op on.
Typical.Ti lley Detail
Preformed Valley'
Prerformed valleys use a diverter.to prevent water from rushing under panels on the
apposite side therefore channeling water offdie•root Expanding foam closures are
generally used to assure a good seal, '
IF
Gable Flashing
Cable flashing is used to trim the edge of the roofing panel at the gable end of the roof, it
should match the cave drip extends along the drip edge of the roof. If the panel is allowed
to hang over the gable end, eave drip can be used as an alternative. Butyl tape between
the trim and panel eliminates potential leaks.
Gable Rake/Eave Fascia - Typical Gable/Eave ®stall
Gaston a tuttl
tangy r" &or 6.
Stelld'ec dial••Itiora - a x'( "
Apr
Slde-wall Flashing
Comm win— OCT
Sidewall flashing
applied when the side of the, roof bum 1against 1adjacentwall.1wall-side 1 1 e.
flashing caii either be covered over with siding or sealed with counter -flashing, Butyl
tape should be applied where the Pfbot" of the attaches to- ro
rt
mow•( ' ' +v \ v,+t`•l r'i
Like the ridge cap, the ENDWALL FLASB Ni3 diagramed above can be. sealed using
outside closures.
End -wall flashing is applied where the upward slope -of a roof meets a wall. The wall side
of the flashing can be covered with siding or counter -flashing, and outside closures are
used to- seal between the flashing and the panel, hoof slope should be specified when a
roof slope exceeds 5/12 pitch.
Transition Flashing ---prevents leakage at the point where two different roof
pitches meet. It is sealed -on the lower side with outside closures, and can be
sealed underneath the upper panels with inside closures.
For custom transition flashing specify the pitches of the two roof slopes and, if required,
specify dimensions "a" and b"
wo slopes meet.
FVWW Vp`'rft" WWW' IIW#" AMA The Ridge. Cap is used to seal
the point at which two upward slopes meet. This can be both along the ridge of the roof
as well as a covering for a -hip. Either wood -grip or self -drilling lap TEK screws are .
applied through the ribs of the metal roofing panels.
Debris, insects, prevailing rain can find easy access under the ridge cap, so closures are
oftqn used to. either totally or partially seal the opening. Closures under ridge caps are
available in.3 types: solid, vented, and hip valley -type.
Standard 12-inch Ridge Caps
or equivalent
x
are economical and applicable a variety of your roofing needs.
Boots provide a water tight seal around roof vents and come in a
variety of sizes. Boots seal with caulk or butyl tape and conform to the shape of the metal
panel ribs.
Roof Pitch
Metal Building Supplies, LLC 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 less than a 3/12 pitch. Florida Building Code requires a minimum of
a 3/12 pitch.
Roof Application
Panel installation should begin at the gable end of the roof opposite the prevailing rain-
bc=g 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, chalk a line
form ridge to eave. Place a leading edge of the first panel along this line. It is extremely
important that this panelbe laid square to the eave and ridge so that the remaining panels
will line up square on the roof frame. It is wiseto, 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 pangl 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 maximum water seal application. .
Providing an overhang of 2 to 3 inches is.recommended,to provide a drip edge, although
only a l-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.
Trimming and Cutting Steel Panels
The best tool for cutting steel panels across. the profile is either a portable or hand shear
or a nibbler. Nibblers, and Carborundum blades on electric saws, have a tendency to
leave hot metal particles that can burn paint surfaces or leave rust marks on panels and
trim. Likewise, any particles left on the roof caused by the application of screws must be
removed Care should be taken to remove all loose particles from roof surfaces after
application.
To cutpanels lengthwise: Note carefully where the panel is to be cut, and, using a
straightedge, score deeply down -the length of the panel with a sharp -pointed utility knife,
Folding the panel along the score mark, and bending back again if necessary; should
produce a clean break in the panel
Ordering Root` Panels and Screws
Care should be taken when ordering metal panels that correct length measurements are
stated to avoid having to take corrective measures after purchase. Panel lengths should
fall 2 to 3 inches short of the ridge when a vented ridge is desired and should extend 2 to
3 inches past eave to allow a sufficient drip edge (except concet*g gutters). The Metal
Building Supplies, LLC sales personnel are ready to assist customers with information
specific to their particular metal roofing needs.
Specially-washered screws applied through the flat of the metal is the recommended
method used to attach metal roofing panels, 1-inch screws can be used if penetration of
only inch is either necessary or desired; otherwise, #9 x t-'% inch screws are
recommended for metal to wood application. 2- % inch screws are also available, and
are often applied by installers who hold to through -the -rib fastening, and for ridge -cap
application.
Ordering and Applying Trim
Common flashing for metal roofing is. the ridge cap, which is applied at the peak of a
roof where tvvo opposing roof slopes join. Other flashings include transition flashing,
end wall, sidewallflashings and valleys. Eave flashings include gableflashing and eave
drip, which are commonly applied above fasda trim. For a roof pitch exceeding 5/12 (a
5 inch rise in 12 inches), the slope of the roof should be specified upon ordering ridge
caps, endwalls and eave drip. Verify local code requirements: Both'slopes should be
specified when ordering transition flashing'a steeper roof slope meets a lesser slope,
At the gable edge, the use of gable trim adds to the appearance of the structure and
protects the fly -rafter, and a sidewall flashing is used where the side of a panel butts up
against an adjacent wall. In both instances, the installer/contractor should be careful to
seal between the gable rake or sidewall and panel with butyl sealant tape, and to fasten
the rake every 611to-1211 up the slope of the roof with the required screws.
9
If eave drip is used on the gable, the number of Wdegree eave drip should be specified
separately 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 panel. Screws are applied through
the ridge cap, closure, and rib in at least every other rib ofthe panels. At least a #9 x 1 %"
and up to a 2 %s" screw should be used for attaching ridge caps. Self -drilling lap serews'
can be used to attach ridge caps.
Keep Metal Roofing Product Materials Dry
Paint and finishes of Metal Building Supplies, LLC panels and trim are designed to
endure severe rain and wet weather conditions. CAfMON: Neither paint, galvanized,
nor Galvalume finishes, are designed to be in continuous contact with water or
condensation for lbng periods of time,
Damage will result V uninstalled panels or trim are allowed to remain wet in storage.
Be sure to store material that will not be installed immediately in' -a dry location. wet
material should.be air-dried, and re -stacked if installation immediate.
NOTE: Plastic should not be used to cover metal panels.
How to Figure Screws:
On low-pitched roofs, butyl tape or caulk should be applied at the panel
lap to keep water from overilowin the lap.
For 2-foot spacing between -rows of screws, multiply the total linear feet of metal times"
2.7,
Example: If your order is 1500 feet of Ultra -Rib roofing.
1500 x 2.7 = 4050 screws would be applicable for fastening.
Contact your Metal Building Supplies, LLC representative for a free estimate.
MetarrooSng application can be aided by pro drilling panels, allowing screws to go.
quickly and accurately into the desired spacing. Pro -drilling will work provided that pilot
holes are placed accurately in the proper locations on panels, Purlin spacing must be
uniform and carefully measured.
Totapply metal roofing over existing shingles, we recommend first overlaying the
shingles with properly. attached lx4 or. greater, (2x4) or metal hat channel purlins. If
pressure treated putlins are used, 30 lb, -felt paper should be applied over them in strips to
Prevent chemical interaction with the rooflog panels.
High Velocity Wind Zones
For solid decking, at least W-inch structure} plywood or OSB (518" for any EUgh
velocity wind zone of 120 and above) supported on rafters at a maximum of 24" on
center. Battens: Ultra -Rib Metal Roofing can be separated from the moisture barrier by
minimum, nominal 1 "xP yellow pine battens spaced on maximum 24" centers or
according -to ASCE 7-98 calculations where applicable.
CAUTION: Direct contact between pressure treated lumber, green, damp, and
metal roofing must be avoided in order to prevent potential corrosion and moisture
build-up. The battens must be fastened to the roof deck with minimum. #6 screws at 12"
on -center or two minimum 8d common or pneumatic nails spaced 8" on -center or one
S -
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 trams. 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.
Purlin spacing can be up to 30 inches for 29-gauge (2 feet is most common) and up to 4
1/$:feet for 26-gauge roofing.
Screws should be placed on both sides pf the rills on -the cave.
4
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51 m a` ' i i d ` t p'a k t•. • L C
INSTALLATION INSTRUCTIONS
Metal roofing panels are available in a variety of styles and colors and have a great
design appeal. There are many advantages and benefits of a Steel Metal Roof. Metal
panels are resistant to cracking, warping, splitting, flaking; peeling, breaking, burning,
or being blown off the building structure. Metal roofing panels are resistant to major
weather elements; hail', wind, and temperature extremes.
The panels are lightweight and energy efficient providing a cost effective approach to
reducing air conditioning and heating costs. Panels are durable and -low maintenance
and in many applications can be installed over your existing roofing.
Contact your Metal Building Supplies, LLC, representative for assistance on your
residential' -or commercial building project.
467-9 5-9714
PRODUCT SPECIFICATIONS:
R-Panel
Finsh Gauge Thickness Range (in.) Specifications,
Galvanized 29 0.014-0.020 ASTM A-653
Galvalume 29 0.014-0.020 ASTM A-792, AZ-55
Painted 29 0.014-0.020 Paint
PBR Panel
Galvalume' 26 0.018-0.025. ASTM A=792, AZ-66
Painted 26 0.018-0.025 Pant
PBR Panel with Support Leg
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l ja - ..•. ,.+.ram. ,
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R-Panellwith Standard Leg
FASTENING 6CHEDULE
Magram st nar pro a.
on rode*
OW 98mu M I Won
Pm panel 61do# ` Btrudv al teel,;v od, or
Roofing 610ing $@N-dfMhg =9WWfth
PurUn b®r1ng a bondmd wadw
Scree fastening at eaves
end V"""Y'3
7sPurllns, VtJood P.Udln8, orsubstrucium
PBR is Recommended for Roofing or Siding
Note: 3/16" purlin leg not mandatory as long as leg meets the roof.
R Panel is Recommended for Siding Only Applications:
PBR & R — Metal Roofing Panels offer years of maintenance free, weather -tight efficiency.
PBR & R — Metal Roofing Panels mark full 36" net coverage with rigid 1-1/4" high ribs
12 inches on center. Complete trim and accessory items are available.
R-Panel-29 gauge provides a low cost alternative for siding applications
verify if applicable when working in Building Code High Wind'Velocity Zones).
PBR Panel; structural building panel for large clear spans between purlin spacingcanalsobeusedforsidingapplications.
Min., pitch slope is 3:12 in compliance with Florida' Building Code.
Others counties and states may provide for lower slopes.
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SAFETY PRECAUTIONS
Metal panels have sharp edges. Use protective clothing and gloves. To prevent eye
injury, safety glasses must be worn when drilling or cutting steel panels.
Use caution when walking on any roofing panel.. Proper under-layment is necessary to
prevent fall -through. Plywood under-layment is to be used on all non-structural panel
applications. Metal Building Supplies, LLC recommends all installers follow the OSHA
Occupational. Safety & Health Administration) requirements for all protection
3146, dated 1995).
Steel panels can become slippery when wet. Do not work on steel panels when wet
weather conditions are not suitable for safe Installation.
HANDLING & STORAGE -
Panels should be installed immediately.
Proper care in storing and handling metal panels is essential for providingyearsofservice. Any panels not immediately installed must be kept dryandstoredinanIndoorarea; protected from moisture.
Caution is recommended to prevent moisture penetration in stacks
of the product from rain, snowfall or condensation.
Do not cover metal with plastic, which can create condensation; moisture that
accumulates naturally from the change in temperature of the material nested in a
stack where adequate ventilation is not available.
ROOF APPLICATIONS: (PBR-Panel)
Roof slope must be a minimum of 3/12 pitch for this product In
accordance with Florida Building Code.
Note:.
In residential applications, building codes require a plywood
deck with the use of #30 felt to provide adequate thermal &
moisture barrier protection. (Batten strips 24" on center attached
to a plywood deck are optional. Fastening calculations must be
computed by an engineer to meet specific wind requirements if
the building parameters differ from the parameters stated in the
fastening schedule,
PBR & It -PANEL INSTALLATION
SPECIFICATIONS
Vtlood Deck: Must be minimum 1/2" structural•piywp'od or 0813
5/8" for Metro -Dade new construction/or High Wind Velocity Zones/120 mph
and above) supported on rafters at a maximum of 24" on -center.
Battens; PBR metal roofing can be separated from the moisture barrier by
minimum, nominal 1" x 3" yellow pine battens spaced on
maximum 24" centers or according to A8CE calculations where
applicable.
CAUTION: Direct contact between pressure treated lumber, green, or damp lumber
and metal roofing must be avolde in order
to prevent potential corrosion.
The battens must be fastened
to the roof deck with minimum #6 scr ws at 12" on -center or
two minimum 8d common or pneumatic nails spaced 8" o.c.
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 pull-out
integrity.
I. Start at the gable or rake. opposite of the prevailing wind.
The leading edge should not be the purlin bearing leg.
2. It is imperative1hat the panels be laid in square to insure,
proper lapping. (a chalk line 38" from the gable edge running from the ridge
to the eave can be used -as a guide).
Manufacturer CAUTION: DO NOT APPLY CHALK TO PANELS
3, SIDE LAP PROCEDURE: Side -lap detail Diagram A.
Metal Building Supplies, LLC recommends butyl sealant tape on all roofing
applications.
Pay careful attention that the purlin bearing. leg is
lapped over as shown in Diagram A.
1.. PBR Panel used as siding is side lapped the same as in roof application.
R-Panel used as siding has similar side lap method without the purlin
bearing leg.
3. Butyl sealant tape is not required for sidelap applications. However, butyl
sealant tape is recommended where any closures are necessary.
4. See diagram B view for R-Panel side -lap procedure.
FASTENERS: See Diagram D
Consult Metal Building Supplies, LLC for the specific
recommendation of compatible fasteners. Fastener
selection is based onthe substrate of the specific material
chosen for application. .14
Metal -to -Wood Application: PBR panels are to be fastened to a
plywood deck or a plywood deck with purlins by a
minimum #9jc1-1/2" compatible fasteners. The stitch screw for wood
application are #12x3/4" wood -fast stitch.
SIDING APPLICATIONS: (PBR & R-Panel)
Metal -to -Metal Application: Attach PBR panels to metal purlinswithaminimum #12x1" hex head Tek screw or equivalent. Recommending use of
stitch screw for metal application are #14x7/8 metal -fast stitch.
END LAP PROCEDURE: When long panel runs are
required, advise end lapping two or more panels
to span the required distance. The upper panel should
always overlap the lower panel a minimum of 12 inches to
insure correct drainage. Two strips of butyl sealant tape
should be installed across the panel width for additional
weather tightness.
EAVE DETAIL PROCEDURE: Inside PBR/R closures and butyl
sealant tape on eave applications to avoid water infiltration.
RIDGE DETAIL PROCEDURE: The appropriate cap is placed
on top of the closures and screw fastened through each rib on
twelve (12) inch centers.
TRIMMING AND CUTTING STEEL PANELS:
When cutting with the profile (length wise) or across the profile
width wise), it is best to utilize an electric nibbler, shears or hand tin snips.
It is especially Important to cut panels one at a time with the finish
side of the panel facing down on wood blocks. Care should be taken
to ensure that the hot metal particles and filings that occur from cutting and
fastening screws do not become implanted in the metal panel.
IMPORTANT: Filings from fastening screws and panel cuttings must be
d1bared off the panels after fastening screws have been applied through
the panel to avoid rust marks on the panels.
Failure to comply with the above procedures relieves Metal Building Supplies, LLC
of responsibility for any resulting damage to, or deterioration of the finish
and voids any paint or finish warranty.
Safety
Metal Building Supplies, LLC recommends compliance with the Florida Fall Protection
Act.
Ridge 'Cap — To be used at the peak of a two -slope roof.
The ridge can be ventilated by using a ridge vent.
Hip Cap - Offers coverage of the projecting angles formed -at the intersection of the
two sloping roof planes.
Gable Trim - For installation on the edge of the roof (between the ridge and the eave)
securing the first panel edge.and the last panel edge.
Eave Trim - To be used at the eave or gutter edge of the building,
and must be installed before any panels.
Valley
Used to flash the valley formed by intersecting roof planes.
Sidewall - Apply when the roofing panel is installed parallel to a vertical wall.
Endwall - Used when the upper end of panel butts into a vertical wall.
Slope Transition - Used where two roofs of different pitch meet;, the top section beingsteeperthanthelowersection.
Gambrel Condition - Used to changeover from a low slope to a steep slope..
Roofing Square
100 Square feet or 10' X 10'
Disclaimer:
Whereas we make every attempt at accuracy, we are not responsible for typographical
or printing errors.
I
a
PBR FORMED RIDGE CAP installation:
Over -lap ridge 12" on top of P13R roofing paneL,
Use Butyl sealant tape between panel full length of ridge cap.
Same fastening schedule- for eaves, endlaps & valley.
Tor hip application opening can be max. 311.
Deleteete the use of universal closure and apply 6" wide.'sealant
tape beneath Ridge and Hip or Continiental cap.
Ridge Cap
SCREW FASTENERS Diagram D
Metal -to -Metal Connection #14x718"x5/16" Hex Head Stitch TO Screw
Metal -to -Wood Connection #9x21/2"x1/4"Hex Head Woodfast Screw
Metal -to -Wood ConnectionOW/4"x1/4"Hex Head Woodfast Stitch Screw
9x1 1/2"x114" Hex Head Woodfast Screw
Metal to Wood Connection
Notes:
1. Loads in tables are based on continuous beam over three equal spans.
2. Deflection loads are based on limiting deflection of span:L, divided by 180 (U180).
3. Winds loads are based on unit stress Increased 1.33% over the live loads.
4. Metal thickness is based on minimum AISI specifications for galvanized steel sheets.
Metal Building Supplies, LLC