ROOFINGState work to be done and purpose of building (by floors)
Disapproved �\ .. Date
(Signed)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby umndc for the approval of the detailed statement us Inc plans and specifications herewith submitted for the build
in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the iltmilsling Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kep , at building during progress of the work.
7.
Date... _..
Q Street —.
Ou�ncr's Name and Address .... � ...a.1�!� _ No .._.
Registered Architect and /or E ngineer ............ ... ...............
Name and address of licensed contrpctor...
Location and legal description of lot to be built on:
Street and Number where work is to be done. ,-s*f r, Subdivisio
Lot Block
and for no other purpose.
adz
iez7/
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind offfound tion Roof Covering
Estimated Total cost of improvements $ 1 Amount of Permit s....(%10 i
Zone cubage required Plan Cubage
Distance -to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to.
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
��
Remarks (Signed ) 4�___7 ��! l�
STATE OF FLORIDA,
COUNTY OF DADE. } ss'
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true. .
Permit No - a t.r� � Date Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector My Commission Expires
to me well known,
PLANNING BOARD DATE
Citair:nan Member
\fcrr,ber Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has }wen obtained fern
the I' .,nnir,;; Board.
A re inspection fce of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials anU /or workmanship.
.e a
Qualifier CARLOS AROCHO
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Rate 6 -21 -94 Job Address 869 N.E. 98 Street Tax Folio
Legal Description
Owner / Lessee / Tenant Sidney Pickard
Owner's Address 869 N.E. 98 Street Phone 754 -5050
Contracting Co. QUALITY ROOFING CONTRACTOR, INC. Address 251 N.W. 99th STREET
State 1PRC0058627 Municipal #2078269
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Tear off roof to wood deck tin cap 30 lb. ASTM as ?er building
code, will mop on lt11 hot asphalt a 90 lb. ASTM felt, will install
valley metals and eave drip where required and install Spanish S Clay
Coto04 ATile Roof Altusa Mortar Set Approved. Flat roof with fiberglass.
Square Ft. Tile 24 Sq. Flat 4 sq. Estimated Cost(value) $ 9,000.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I
to do the work stated.
authorize the above -named contractor
Signature of owner and /or
Date:
Condo President
in„
r 0, = Cod&MYi.. • ... drool=
eao.
.., MY COMMISSION # CC 324212
. 4g EXPIRES: October 10, 1397
Bonded Nu Notary Public Underwriters
•■•••
Notary as to Owner
My Commission Expir
** *
FEES: PERMIT 1
APPROVED:
c/z 2-
Zo
*
RADON
SS#
C.C.F.
Fire
Buildin
Mechanical Plumbing
Notary as o
My Conunissio
Master Permit #_6(�
Phone (305) 751 -0382
Competency # 17889 Ins.Co.
Signature of Contractor or Owner- Builder
Date: ( q
LOU HERNANDEZ
s }NY COMMISSION # CC 324212
a
EXPIRES:
Y i October 10, 1997
1
Thin Notary Nina Under re
NOTARY TOTAL DUE
Other
Electrical
Engineering
STATE OF F RInA, I':7! 0: DADE
1 H:::■ �y c '.ii y r' , : i a frc c. p• of (he
0 ly : ,7: f : l i i ` i c
Tom. 1 _ / • r/� _ P A D. .9
V.' TN! 3
Y
s‘pnarure of ownw
Print Owners Name
Sworn to and subscribed before me this
Notary Public �i I (v)
Print Notary's Name
My Commission Expires:
t f.ne' C :untyCovefs
0.c.
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: 869 N. E. 98 Street
Miami Shores, Florida 33150
2. Description of improvement: Install new Ti 1 e and Flat-. R n n f.
3. Owner(s) name and address: Sidney Pickard
869 N.E. 98 Street
Interest in property: rCD■_./1/4.)r t„ ( l
Name and address of fee simple titleholder: ` ) 1 CA
4. Contractor's name and address: C (I r) cA'N O
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: / A
Amount of bond $
6. Lender's name and address: N iA
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Florida Statutes,
IV
Name and address: 1 A
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida IV
Name and address: I/ A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
ditterent date is specified)
IG4Ctrdl v�
'22- day of Jul , 19 C l /.
�
Miami Shores, Florida 33150
94R327194 1994 JUL 07 12:13
Prepared by Carlos Arocho
Quality Roofing Contractor, Inc.
Address: 251 N.W. 99th Street
Miami, Florida 33150
Manville Built -Up BUR
Roofing Membrane
Systems Specifications
Roof Finders Index
Number of Plies Type of Felt Type of Substrate Type of Surfacing
3 G Fiber Glass N Nailable S Smooth
4 1 Insulation and /or G Gravel
5 Non - Nailable C Cap Sheet
L Lightweight P Protected
Insulating Fill CT Coal Tar Specs
Deck Roof
Surface Region' Type Slope
Composition
07500 /MAN
BuyLine 5318
Spec.
Number
Smooth All I Up to 6" 4 plies Manville Ply Felt 4GIS
Smooth All I Up to 6" 3 plies Manville Ply Felt 3GIS
Smooth All N Up to 6" GlasBase, 4 Manville Ply Felts 5GNS
Smooth All N Up to 6" GlasBase, 3 Manville Ply Felts 4GNS
Smooth 2 & 3 N Up to 6" GlasBase, 2 Manville Ply Felts 3GNS
Gravel All I Up to 3" 4 plies Manville Ply Felt 4GIG
Gravel All I Up to 3" 3 plies Manville Ply Felt 3GIG
Gravel All N Up to 3" GlasBase, 4 Manville Ply Felts 5GNG
Gravel All N Up to 3" GlasBase, 3 Manville Ply Felts 4GNG
Gravel All N Up to 3" GlasBase, 2 Manville Ply Felts 3GNG
Gravel All L Up to 3" Ventsulation, 4 Manville Ply Felts 5GLG
Gravel All L Up to 3" Ventsulation, 3 Manville Ply Felts 4GLG
Gravel All L Up to 3" Ventsulation, 2 Manville Ply Felts 3GLG
Gravel All I Up to 3" GlasBase, 3 Manville Ply Felts 4GIG(Alt)
Gravel All I Up to 3" GlasBase, 2 Manville Ply Fells 3GIG(Alt)
Mineral All I '/4" to 6" 4 plies Manville Ply Felt & GlasKap 5310
Mineral All I '/4" to 6" 3 plies Manville Ply Felt & GlasKap 4310
Mineral 3 only I '/4" to 6" 2 plies Manville Ply Felt & GlasKap 3310
Mineral All N '/4" to 6" GlasBase, 3 Manville Ply Felts & GlasKap 5GNC
Mineral 2 & 3 N '/4" to 6" GlasBase, 2 Manville Ply Felts & GlasKap 4GNC
Mineral 3 only N '/4" to 6" GlasBase, Manville Ply Felts & GlasKap 3GNC
Protected All I Up to 2" 4 plies Manville Ply Felt 4GIP
Protected All I Up to 2" - 3 plies Manville Ply Felt 3GIP
Protected All N Up to 2" GlasBase, 3 Manville Ply Felts 4GNP
Protected All N Up to 2" GlasBase, 2 Manville Ply Felts 3GNP
Gravel All I Up to 1 /4" 4 plies Manville Ply Felt 4GIG -CT
Gravel All I Up to '/4" 3 plies Manville Ply Felt 3GIG -CT
Gravel 2 & 3 N Up to ' /4" GlasBase, 3 Manville Ply Felts 4GNG -CT
Gravel All N Up to '/4" GlasBase, 2 Manville Ply Felts 3GNG -CT
Protected All I Up to '/4" 4 plies Manville Ply Felt 4GIP -CT
Protected All 1 Up to '/4" 3 plies Manville Ply Felt 3GIP-CT
Protected All N Up to '/4" GlasBase, 3 Manville Ply Felts 4GNP -CT
Protected All N Up to '/4" GlasBase, 2 Manville Ply Felts 3GNP -CT
The three specifications shown here for built-up roofing systems are examples selected from a more extensive compilation of Schuller published specifications. These
examples. as of which form the basis for an effective roofing system, include a range that progresses Irom a basic roofing specification, to an upgraded specification.
on.
to a premium specification that represents the ultimate in roofing performance. This range of roofing specifications is differentiated by materials, overall cost and
guarantee coverage.
Manville
Built -Up
Roofing
Systems
General Information
The following section covers the application specifications currently
available from Manville Roofing Systems tor built -up roofing
membranes.
All general information contained in this manual and in our current
Industrial /Commercial Roofing Systems Manual should be consid-
ered part of these specifications.
Specifications are available for systems installed over insulation,
nailable, non - nailable and lightweight fill substrates. Manville
Roofing Systems offers systems that can be installed using both hot
asphalt or coal tar.
For hot applied built -up roofing system applications, Manville
Roofing Systems asphalt is recommended. Manville Roofing
Systems asphalts are thoroughly evaluated before they are app-
roved for use in any Built -Up Roofing or Modified Bitumen Systems.
We do not recommend the use of traditional asphalt cut -back products
as adhesives, i.e., trapped behind the membrane, for any of the
modified bitumen products. The use of these materials over the
modified bitumen products, i.e., to strip in the edges of a base flashing,
is acceptable. However. Schuller has developed two adhesives, MBR
Flashing Cement and MBR Bonding Cement, that are compatible with
all of the Manville Roofing Systems Modified Bitumen Products and
they should be used whenever an adhesive application is necessary.
Each specification in this section is eligible to receive a guarantee.
Refer to our current Guarantee price sheets for coverage limitations
and the current price, or contact the nearest Manville Roofing
Systems District Office.
Drainage of water off any roof membrane is necessary to prolong the
service life of the system. Schuller therefore, has the following policy:
Drainage: Design and installation of the deck and /or substrate
must result in the roof draining freely and to outlets numerous
enough and so located as to remove water promptly and
completely. Areas where water ponds for more than 24 hours
are unacceptable and will not be guaranteed.
BUR
Membrane
Specifications
Application of Membrane Substrate: The surface on which the
built-up roofing membrane is to be applied should be one of Manville
roof insulations (UltraGard, Fesco Foam, Fes -Core, Fesco and 72"
Retro-Fit Board) or an approved structural substrate. The surface
must be dean, smooth and dry.
Buitt -Up Roofing Over Non-Nailable Decks: These specifications
are for use over any type of structural deck which is not nailable and.
which offers a suitable surface to receive the root. Poured and precast
concrete require surfacing with Manville Concrete Primer.
These specifications are also for use over Manville roof insulations,
UltraGard, Fesco Foam, Fes -Core, Fesco and '/2" Retro -Fit Board or
other approved insulations which are not nailable and which offer a
suitable surface to receive the roof. These specifications are not to be
used over lightweight insulating concrete decks or over fill made of
lightweight insulating concrete.
Smooth and Gravel-Surfaced Systems
Four -Ply Roof Membranes: Using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the roof, apply one 9" wide
sheet, then over that ,one 18" wide sheet, then over that, one 27'
wide sheet, then over all three, a full 36" wide sheet. The following
felts are to be applied full width, overlapping the preceding felt by
27'/2" so that at least 4 plies of felt cover the substrate at all locations.
Three -Ply Roof Membranes: Using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the roof, apply one 12"
wide sheet, then over that, one 24" wide sheet. then over both, a
full 36" wide sheet. The following felts are to be applied full width,
overlapping the preceding felt by 24 so that at least 3 plies of
felt cover the substrate at all locations.
Install each felt so that it will be firmly and uniformly set, without
voids, into the hot asphalt, within 25 °F of the asphalt's EVT.
applied just before the felt at the nominal uniform rate of 23 lbs per
square over the entire surface.
Finish the entire surface with a uniform coating of the selected
surfacing or flood the surface with the appropriate asphalt, at an
approximate rate of 60 lbs. per square and while it Is still hot. embed
therein an acceptable gravel at the rate of approximately 400 -500 lbs.
per square or an acceptable slag at a rate of 300 -400 lbs. per square.
Mineral - Surfaced Cap Sheet Systems, Four -Ply Roof Mem-
branes: Using Manville GlasPly Premier or GlasPly IV and
starting at the low edge of the roof, apply one 12" wide sheet, then
over that, one 24" wide sheet, then over both, a full 36" wide sheet.
The following felts are to be applied full width, overlapping the
preceding felt by 24 so that at least 3 plies of felt cover the
substrate at all locations. Finish the surface with GlasKap fiber
glass mineral surfaced cap sheet.
Three -Ply Roof Membranes: Using Manville GlasPly Premier or
GlasPly IV and starling at the low edge of the roof, apply one 18" wide
sheet, then over that, a full 36" wide sheet. The following felts are to
be applied full width, overlapping the preceding felt by 19" so that at
least 2 plies of felt cover the substrate at all locations. Finish the
surface with GlasKap fiber glass mineral surfaced cap sheet.
Install each ply felt so that it will be firmly and uniformly set, without
voids, into the hot asphalt, within 25 °F of the asphalt's EVT,
applied just before the felt at a nominal uniform rate of 23 lbs. per'
square over the entire surface.
1
Manville Built -Up
Roofing
Systems
Prior to application, cut the cap sheet into manageable lengths (12' -
18') and allow to flatten. When nailers are required, cut the cap
sheet into lengths which conform to the nailer spacing.
Using Manville GlasKap and starting at the low edge of the roof, apply
the cap sheet, being sure to maintain 2" side laps and 6" end laps over
the preceding sheets. Position the cap sheet upside -down over the
preceding coarse. Apply a full width mopping of asphalt to the substrate
(30. 40 lbs. per square) and flop the cap sheet into 1. The temperature
of the asphalt when applied must be such that, when the cap sheet is
set into i1. its temperature is approximately 20 °F above the EVT. This
will assure proper fluxing of the back coating on the cap sheet and
result in maximum bonding. The cap sheet must be firmly and uni-
formly set into the hot asphalt wrth all edges well sealed.
Built - Up Roofing Over Nailable Decks: These specifications are for
use over any type of structural deck (without insulation) which can
receive and adequately retain nails or other types of mechanical
fasteners recommended by the deck manufacturer. Examples of
such decks are wood and plywood. Select specifications are eligible
for use over hgntweight insulating concrete decks or over fill made of
lightweignl insulating concrete. Contact the Manville Roofing Systems
D stncl Technical Services Specialist for approval of the lightweight fill
to be used
Over wood decks one ply of sheathing paper must be used under
the base felt next to the deck.
The spectf canons in this section require the use of a nailabie base
felt. Use nails or fasteners appropriate to the type of deck.
Smooth and Gravel Surfaced Systems, Four - Ply Roof
Membranes: Using Manville GlasBase or Ventsulation and
starling at the low edge of the roof, start with an 18" width. The
following felts are to be applied full width, lapping each felt 2" over
the preceding one. Nail the laps 9" o.c. and, down the longitudinal
BUR
Membrane
Specifications
07500 /MAN
BuyLine 5318
center of each felt, place two rows of nails with the rows spaced
approximately 11" apart and the nails, staggered with those in the
adjacent row, on approximately 18" centers.
Over the in -place base felt, using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the roof, apply one 12"
wide sheet, then over that, one 24" wide sheet, then over both, a full
36" wide sheet. The following felts are to be applied full width,
overlapping the preceding felt by 242/3' so that at least 3 plies of felt
cover the base felt at all locations.
Three - Ply Roof Membranes: Using Manville GlasBase or
Ventsulation and starting at the low edge of the roof, start with a 12"
width. The following felts are to be applied full width, lapping each
felt 2" over the preceding one. Nail the laps at 9" centers and down
the longitudinal center of each felt, place 2 rows of nails with the
rows spaced approximately 11" apart and the nails. staggered with
those in the adjacent row, on approximately 18" centers
Over the in-place base felt, using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the roof, apply one 18"
wide sheet, then over that, a full 36" wide sheet. The following felts
are to be applied full width, overlapping the preceding felt by 19" so
that at least 2 plies of felt cover the base felt at all locations.
Install each ply felt so that it will be firmly and uniformly set, without
voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied
just before the felt at a nominal uniform rate of 23 lbs. per square
over the entire surface. Finish the entire surface with a uniform
coating of the selected surfacing or flood the surface with the
appropriate asphalt, at an approximate rate of 60 lbs. per square,
and while it is still hot embed therein an acceptable gravel at the
rate of approximately 400 lbs. per square or an acceptable slag at a
rate of 300 lbs. per square.
Mineral Surfaced Cap Sheet Systems
Four - Ply Roof Membranes: Using Manville GlasBase or Ventsula-
lion and starting at the low edge of the roof, start with a 12" width.
The following felts are to be applied full width, lapping each felt 2"
over the preceding one. Nail the laps 9" o.c., and down the longi-
tudinal center of each felt place two rows of nails with the rows
spaced approximately 11" apart and the nails staggered with those
in the adjacent row, on approximately 18" centers.
Over the in place base felt, using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the root, apply one 18"
wide sheet, then over that, a full 36" wide sheet. The following felts
are to be applied full width, overlapping the preceding felt by 19" so
that at least 2 plies of felt cover the base felt at all locations. Finish
the surface with GlasKap fiber glass mineral surfaced cap sheet
Three - Ply Roof Membranes: Using Manville GlasBase or
Ventsulation and starting at the low edge of the roof, start with a 24"
width. The following felts are to be applied full width, lapping each
felt 2" over the preceding one. Nail the laps 9" o.c. and down the
longitudinal center of each felt place two rows of nails with the rows
spaced approximately 11" apart and the nails staggered with those
in the adjacent row, on approximately 18" centers.
Over the in -place base felt, using Manville GlasPly Premier or
GlasPly IV and starting at the low edge of the roof, apply one 18"
wide sheet, then a full 36" wide sheet, overlapping the preceding felt
by 2 ". All following felts are to be applied lull width overlapping the
Manville
preceding sheet by 2 ". Finish the surface with GlasKap fiber glass
mineral surfaced cap sheet.
Install each ply felt so that it will be firmly and uniformly set, without
voids. into the hot asphalt, within 25 °F of the asphalt's EVT, applied
lust before the felt at a nominal uniform rate of 23 lbs. per square
over the entire surface.
Prior to application, cut the cap sheet into manageable lengths (12'-
18') and allow to flatten. When nailers are required, cut the cap
sheet into lengths which conform to the nailer spacing. Starting al
the low edge of the roof area. apply one layer of the cap sheet,
being sure to maintain 2" side laps and 6" end laps over the
preceding sheets. Apply the cap sheet in a full width mopping of hot
asphalt (approximately 20 "F above the EVT to maximize bonding of
the cap sheet to the ply sheets) at the approximate rate of 23 lbs./
sq. to ply sheet(s). also applying asphalt to the side lap area on the
backside of the cap sheet. Then flop the cap sheet into the hot
asphalt. At ambient temperatures below 70 "F, see the cold
application section of our Industrial /Commercial Roofing Systems
Manual. The cap sheet must be firmly and uniformly set into the hot
asphalt with all edges well sealed. The temperature of the asphalt
when applied must be such shat, when the cap sheet is set into il, its
temperature is approximately 20 °F above the EVT. This will assure
proper fluxing of the back coating on the cap sheet and result in
maximum bonding. The cap sheet must be firmly and uniformly set
into the hot asphalt with all edges well sealed.
BUR Nailer Requirements
Roof insulation can be applied on inclines up to 6" per foot, but it
must be acknowledged that nailer usage violates the vapor retarder
due to fastener penetrations, as does perimeter nailing of insulation
for uplift resistance.
Spacing of Nailers: On decks where the incline is such that nailing
of roofing felts is required (2" and over for smooth surfaced roofs
and 1" and over for gravel and mineral cap sheet surfaced roofs),
wood nailing strips (4" minimum nominal, 3 minimum actual
width) should be provided at the ridge and at the following approxi-
mate intermediate points:
Incline Smooth
0 " -1'
1" - 2"
2" 3"
3 "•4"
4 " -6"
Not required
Not required
20' face to face
10' face to face
4' face to face
Gravel
Not required
20' face to face
10' face to face
Not recommended
Not recommended
Cap Sheet
Not required
20' face to face
10' face to face
4' face to lace
4' face to face
Nailing strips the same thickness as the insulation, and at least 3'/2"
wide, should be attached to the deck and run at right angles to the
incline to receive the insulation and retain nails securing the felts.
Felt Application: Felts are to be run parallel to the incline (right
angles to the nailers). Nails must have a 1" minimum diameter cap.
Where capped nails are not used. fasteners must be placed
through caps having a minimum diameter of 1".
Fastener Spacing: For 3, 4 and 5 -ply roofs, locate a nail at each
nailer, spaced 3 /4" from the leading edge of the left. For cap sheet
application, locate one nail at each nailer, spaced approximately 3 /4"
from the leading edge of each ply felt.
Termination of a continuous cap sheet MUST occur at a nailer. At
points of termination, locate 5 nails at each nailer. The first nail is to
be spaced 3 /4" from the leading edge of the cap sheet, with the
remaining 4 nails spaced approximately 8 o.c., with the nails
staggered across the width of the nailer to reduce the chance of the
cap sheet tearing along the nail line. It is recommended that each
succeeding row of fasteners be staggered from the preceding row.
For example, nail one row of fasteners on the lower half of the
nailer board, while nailing the succeeding felt, with nails on the
upper half to avoid tearing the felts.
The following figures show the location and direction of the insula-
tion boards, nailers, and felts. Also shown is a table outlining the
recommended nailer spacing and asphalt usage on smooth and
gravel surfaced roofs.
Manville
Nailing Pattern and Nailer Spacing Shown with 3 -Ply System. Nailing Pattem and Nailer Spacing shown with Cap Sheet Roofs.
1 1 I l
12 -
6 �
T
16°
Incline
27"
36
Nad —
Aspnall
— 36'
Asphalt
l
Nett
Aspnall
Insulation
Natters
31/2 Mtn
Nailing Pattern and Nailer Spacing Shown with 4-Ply System.
Min 3vi'
Nader
Natters
D
Nailer Spacing and Type of Asphalt/Cap Sheet Roofs
rainage
rn
c
c
0
Nailer Spacing (D) Type of Asphalt
0" - '/2" Not required Type II'
e' - Tr' Not required Type III
1" - 2" 20' face to face Type III
2" - 3" 10' face to face Type III
3" - 6" 4' face to face ypT e 1V
Consult with Manville Roofing Systems District Technical Services Specialist
regarding projects in hot climates as Type II asphalt may not be permitted in
some areas.
07500 /MAN
BuyLine 5318
Nailer Spacing and Type of Asphalt/Smooth Surfaced Roots
Incline
Nailer Spacing (D)' Type of Asphalt
0" - '/2" Not required Type ll'
1 /2" - 1" Not required Type II'
7 Not required Type III
2" - 3' 20' face to face Type III
3" - 4" 10' face to face — 'hype IV
4 - 4' face to face Type IV
Nailer Spacing and Type of Asphalt/Gravel- Surfaced Roofs
Incline Nailer Spacing (D)" Type of Asphalt
0" '/2" Not required Type II'
'/2" - Ty Not required -- "Type fll -- - -- -
1" - 2" 2f1 Type 111
2" - - 3" 10' face to fac 1 ype 111
Allow sulhCient clearance oelween natters for insulation untls
::G i.i �a!'r .'9:. c1J...(... di :'.�! <: . +:Ir• 1 %I�. .�Ih..J .iT. i.;i nl�f. r. .a.t ,r.... .T. 4 , ..J. ......I'.. • ....... ...., . .
Manville
Using GlasPly Premier or GlasPly IV, start with a piece 12"
wide, then over that, one 24" wide, then over both, a lull
width piece. The following felts are to be applied full width,
overlapping the preceding felts by 24 so that at least 3
plies of felt cover the substrate at all locations. Install each
lelt so that it is firmly and uniformly set, without voids, into the
hot asphalt (within 25 °F of the EVT) applied just before the
felt at a nominal rate of 23 lbs. per square over the entire
surface. When installed over insulations, more or les's'than
23 lbs. per square of roofing bitumen may be needed due to
the absorbency of the insulation.
Asphalt should meet the requirements established in ASTM
D 312. Never heat the asphalt above the Flash Point (FP).
Heating above the Finished Blowing Temperature (FBT)
should be strictly regulated and never allowed tor more than
4 hours. to preclude asphalt degradation.
II the Equiv scour Temperature (EVT) is not available,
heating guidelines are as follows:
Asphalt Type Heating Application
170 °F. Type II, Flat 450 °F 325 - 400 °F
190 °F. Type III, Steep 500 ° F 350 - 475 °F
220:F. Type IV, Special Steep 500 ° F 375 - 475 ° F
Nailing Requirements: On decks with a slope over 2" per
loot. the roofing felts must be installed parallel to the incline
and must be nailed. Nailing strips should be attached to the
deck. run perpendicular to the incline, be capable of retaining
the nails securing the roofing felts, have the same thickness
as the insulation, and be at least 3 wide.
Wood nailing strips should be provided at the ridge and at the
following approximate intermediate points:
Specification 3GIS
Incline
0" - 1'
1 2"
2" 3"
3 " -4"
4" 6"
Not required
Not required
20' face to face
10' face to face
4' face to face
07500/ MAN
BuyLine 5318
Nailer Spacing (D) Type of Asphalt
Type II'
Type III
Type III
Type IV
Type IV
Consult with Manville Roofing Systems District Technical Services Special si
regarding projects in hot climates as Type II asphalt may not oe permuted in
some areas.
Locate a nail at each nailer, spaced '/4" from the leading
edge of the felt. Nails must have a 1" minimum diameter cap.
Where capped nails are not used, fasteners must be driven
through caps having a minimum diameter of 1".
Surfacing
Finish the entire membrane surface with a uniform coating of
the selected surfacing.
METRO'::A.)
Almar USA - Altusa Tile
6645 NW 77th Avenue
Miami, FL 33166
ACCEPTANCE No: 94- 0106.18
EX ' FEB 1 4 1997
PRODUCT CONTROL NOTICE OF ACCEPTANCE
"PLEASE NOTE "
THIS IS THE COVE:RSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC
AND GENERAL CONDITIONS.
APPROVED: FEB 1 4 :1994
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375-2908
Your application for Product Approval of Almar USA - Altusa Tile under Chapter 8 of Metropolitan
Dade County Code governing the use of Alternate Materials and Types of Construction, and
completely described in the plans, specifications and calculations as submitted by Construction
Research Laboratory, Inc., Testwell Craig Laboratories and Consultants, Inc. and Professional Service
Industries, Inc., has been recommended for acceptance by the Building Code Compliance Office to be
used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the
Standard Conditions detailed on page 3.
The approval shall be valid for aperiod of tluee years. The Office of Code Compliance reserves the
right to require retesting of this system within the first two years of the approval should any
amendments to the South Florida Building Code be enacted atfectin: - • co • .4 next roof syste
/. ?i
Gil Diamond, P.E.
Product Control Division
Supervisor
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be d in Dade
County, Florida under the conditions set forth above.
Charles Danger
Building Code Compliance Department
Metropolitan Dade County
THIS PRODUCT CONTROL APPROVAL SUPERSEDES PRODUCT
CONTROL APPROVAL #90- 0208.01
Applicant:
Almar USA - Altusa Tile
7270 MW 12th Street
Suite #650
Miami, FL 33126
Catory: Prepared Roofing
Sub - Category: Tile
Type, Nail -on /Mortar -set
Sub -Type: Clay
System Description
Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, is a manufacturer of clay roofing systems
for mortar -set and nail -on applications. Almar (USA), Inc., located in Miami, Florida, is the sole importer under
contract for selling and distributing the Altusa products in the United States. All tiles are manufactured from
natural Venezuelan clays.
Product Control Notice of Acceptance
Roofing System Approval
Altusa has two profiles of tile for use in the South Florida area: Altusa 'S' and the two -piece Altusa Barrel. Both
are available in a variety of natural clay colors.
Both profiles utilize universal itrim for hip, ridge and rake, as well as optional rubber cave closures ('S' tile only)
and clay closures for both ('S' tile and Barrel).
The minimum pitch for Altusa Clay Roof Tiles shall be 2 ":12" for nail -on and mortar -set applications.
Altusa Clay Roof Tiles have been tested in compliance with the South Florida Building Code Requirements for clay
mortar -set and nail -on applications.
Contact:
Carlos Fernandez
7270 MW 12th Street
Suite #650
Miami, FL 33126
(305) 471 -5830
Product Control No.: 94-0106.18
FEB 1 4 IYY4
FEB 1 4 1997
Approval Date:
Expiration Datc:
' - il_ -!' ?' 0 ; FF'Of1
System Trade Names
'S' Clay Roof Tile
2 -Piece Barrel Tile
Maximum Design Velocity Pressure
Material Design Velocity Pressure
Wood, Non - insulated psf (See Comments and Limitations)
Material
Maximum Fire Classificarion
Classificatiotj
Wood, Nail -on Class A
Gil Diamond, P
Product Control No.: 94 -0106.18
05 -0 - 199- u : tJt= t 1 FROG
Tfi
Trade -Names of Products Manufactured or
Labeled by Applicant
Product Control No.: 94 -0106.18
Product Dimensions Test Specifications Product Description
'S' Clay Tile 181/2" x 101/4" , ASTM C 1167 Interlocking, vitrified clay the for nail -on
applications.
Mission 181/2" x 9" - 8" x 1/2", ASTM C 1167 Interlocking, vitrified clay tile for nail-on
18" x 81/2" - 7W x applications: two -piece tapered;
1/2"
non - porous stoneware grade finish.
x,670 92 P.01
0=-01-1594 O: ft0k1 FROM
Product
#30 Felt
#43 Base Sheet
Mineral Surface Cap
Sheet
Asphalt Pnmer
Mopping Asphalt
Flashing Cement
Valley Flashing
Drip Edge
Wood Battens
Trade Names of Products Manufactured by Others
Dimensions
Min. 1" x 2" for LP • 2
horizontal, 1" x
4" for vertical
Test Specifications
ASTM D 226,
type II
ASTM D 2626
ASTM D 249
ASTM D41
ASTM D 312,
type III or type
IV
ASTM D 4586
Min. 26 ga. x 16" ASTM A 525
Min. 26 ga., 2" x ASTM A 525
2 "
Roofing Nails Min, 12 ga. x 1" ASTM A 641
TO
Product
Description
Saturated organic felt to be
used as a nailed anchor
sheet.
Saturated and coated
organic base sheet for
single ply underlayment.
Mineral surfaced asphalt
roll roofing.
Cut back, asphalt based
coating used to facilitate
adhesion of dissimilar
materials.
Asphalt for bonding the
mineral surface cap sheet
to the base sheet.
Cut back, asphalt based,
fiber - reinforced trowel
grade cement for flashing
and repair applications.
Galvanized steel valley
flashing.
Pressure treated wood
battens.
Corrosion resistan • •
nails.
6670592 ' F' OE
Product Control No.: 94 -0106.18
Manufacturer
generic
generic
generic
generic
generic
generic
generic
Galvanized steel drip edge. generic
generic
fing generic
/7
. Tin Caps
Tile Nails
Hurricane CIip PA 114 Galvanized . bronze.
aluminum. plastic, or
stainless steel attachment
clip for high wind areas.
Hurricane Clip
Fasteners
Type M Mortar
Tile Adhesive
#t8 x 2"
Product Control No.: 94 -0106.13
Min. 32 ga. x Corrosion resistant circular generic
1 -5/8" discs.
Min. 11 ga. ASTM A 641 Corrosion resistant nails. generic
Nail heads shall exceed the
size of nail holes in We.
genetic
PA 114 Compatible fastener for generic
clip
ASTM C 91 Approved type M mortar at generic
a ratio of 2:1
ASTM D 3493 Tile -to -tile adhesive generic
t U _.-1 1! - = .4 Ut4 : _- r -4 I
METRO-DADE
1 L
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375-2901
FAX (305) 375 -2908
1. Extension of Acceptance may be considered after a new application has been filed and the supporting data,
lest reports no older than ten (10) years, have been re- evaluated.
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of
Florida.
2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically
be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds
for re-evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the
expiration date may be displayeed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
6. Product approval drawing, where required for permit applications, shall be provided to the applicant by
the manufacturer or his distribl,tors; unless otherwise noted in the Notice of Acceptance. The prints need not
be re- sealed by an engineer.
7. ' An annual certificate confirming listing with Factory Mutual Research and Underwriters Laboratories or
such other listing agency approved by the Office of Code Compliance shall be submitted on or around the first
of April annually.
8. Failure to comply with Standard Conditions shall be cause for termination of Approval.
Gil Diamond, P.E.
Product Control Divis' . n
Supervisor
Deck Type IB: -
Deck Description:
Slope Range:
System A.
Underlayment:
Fastening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Maximum
Aerodynamic
Overturning Moment:
Comments:
Wood; non - insulated
New construction, 19/32" or greater plywood or wood plank.
>7 ":12"
Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6 ".
Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps.
Any approved mineral surfaced rolled roofing applied in hot asphalt or cold process
cement (See Model Tile Specifications). Head laps shall be minimum 2 ", side laps shall be
tni nirnum 6 ".
Vertical battens are optional for roof slopes >7":12".
Horizontal battens shall be installed on roof slopes >7 " :12 ".
Horizontal battens shall be minimum 1" x 2" treated lumber shall be installed directly to
the deck in a maximum 1/8" thick bed of flashing cement and secured through the
sheathing into the top truss cord with approved fasteners at a maximum rate of 24" o.c..
Spacing shall be in compliance with the Metro -Dade County Model Nail -on Tile
Specifications and the manufacturer's recommendations. The Metro-Dade Specification
shall take precedence.
Install the following profile: Altusa'S' The tile system shall be installed in compliance
with the Metro Dade County Model Nail -on Tile Specification (Appendix 'X' of the South
Florida Building Code), utilizing the components listed in the 'Products Listings' set forth
in this Product Control Approval. Applications, as detailed in the test reports, are
consistent with the application methods stated in the execution section of said model
specification.
To be completed by May 30, 1994. Refer to Limitation No. 6.
For re -roof applications, 15/32" plywood is an acceptable substrate.
Product Control No.: 94- 0106.18
Deck Type 1A:
Deck Description:
Slope Range:
System A.
Underlayment:
Fastening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Maximum
Aerodynamic
Overtuning Monte�it
Comments:
Deck Type 1A:
Deck Description:
Slope Range:
System B,
Underlayment:
Fastening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Maximum
Aerodynamic
Ovcrr,jning Moment_
Comments:
Wood, non - insulated
New construction, 19/32" or greater plywood or wood plank. -
4 ":12" to 7 " :12"
v.. 74 i U0. 18
Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2",
side laps shall be minimum 6 ".
Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps.
Any approved mineral surfaced rolled roofing applied in hot asphalt or cold process
cement (See Model Tile Specifications). Head lap shall be minimum 2" and side lap shall
be mimtnum 6 ".
Vertical battens are optional for roof slopes of 4 ":12" to 7" :12"
Horizontal battens arc optional for roof slopes of 4" :12" to 7 ":12"
Install the following profile: Altusa 'S' The tile system shall be installed in compliance
with the Metro Dade County Model Nail -on Tile Spcci&cat:on (Appendix 'X' of the South
Florida Building Code), utilizing the components listed in the Products Listings' se' forth
in this Product Control Approval. Applications, as detailed in the test reports, are
consistent pith the application methods stated in the execution section of said model
specification.
To be completed by May 30, 1994. Refer to Limitation No. 6.
For re -roof applications, 15/32" plywood is an acceptable substrate.
Wood, non - insulated
New construction, 19/32" or greater plywood or wood plank.
4 ":12" to 7 " :12"
Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6 ".
Nails and tin caps, tw (2) rows staggered 12" grid, 6 "o.c. at laps.
Any self-adhered single -ply underlayment approved by the Chief Product Control
Compliance Officer, installed in strict compliance with the Product Control Approval.
Vertical battens are optional for roof slopes of 4 ";12" to 7 ":12"
Horizontal battens are optional for roof slopes of 4 ":12" to 7 ":12"
Install the folIowina profile: Altusa 'S' The tile system shall be installed in compliance
with the Metro Dade County Model Nail -on Tile Specification A e
South Florida Building Code), utilizing the components listed in the'Products Listings' set
forth in this Product Control Approval. Applications, as detailed in the test reports, are
consistent with the application methods stated in the execution section of said model
specification.
To be completed by May 30, 1994. Refer to Limitation No. 6.
For re -roof applications, 15/32" plywood is an acceptable substr
Gil Diamond, P.E
Deck Type 1:
Deck Description:
Slope Range:
System A.
Underlavment:
Fastening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Maxi mum
Aerodynamic
Overtuning Moment:
Comments:
Systems
Wood, non - insulated
New construction, 19/32" or greater plywood or wood plank.
2":12" to <4 ":12"
For re -roof applications, 15/32" plywood is an acceptable substrate.
Product Control No.: 94- 0106.18
Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6 ".
Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps.
Any approved mineral sdrfaced rolled roofing applied in hot asphalt or cold process
cement (See Model Tile Specifications). Head lap shall be minimum 2" and side lap shall
be minimum 6 ".
Vertical battens shall be installed on roof slopes of 2 " :12" to <4 ":12 ".
Min. 1" x 4" pressure treated lumber. Battens shall be set in a max. 1/8" thick continuous
bed of compatible flashing cement and secured through the sheathing into the top cord of
the truss with approved fasteners.
Horizontal battens shall be installed on roof slopes of 2 ":12" to <'4 ":12 ".
Horizontal battens shall be installed over the vertical battens. Battens shall be spaced to
allowfor a 3" minimum head lap, unless an approved headlap configuration which has
been tested for water infiltration is used. Batten size shall be nominal 2" x 2" or 1" x 4 ".
All batters shall be pressure treated or decay resistant lumber and shall be installed in
strict compliance with the manufacturer's application instructions and the Metro -Dade
Model Nail -on Tile specification,
Install the following profile: Altusa 'S' The tile system shall be installed in compliance
with the Metro Dade County Model Nail -on Tile Specification (Appendix 'X' of the South
Florida Building Code), utilizing the components listed in the Products Listings' set forth
in this Product Control Approval. Applications, as detailed in the test reports, are
consistent with the application methods stated in the execution section of said model
specification.
To be completed by May 30, 1994. Refer to Limitation No. 6.
Test Agency Test Identifier
Professional Service
Industries, Inc.
4395- 10048 -3
0395- 10048 -01
#395- 80133 -27
• #395- 80133 -26
Testwell Craig Laboratories #89125 ALT03
and Consultants, Inc.
086304
Construction Research 44539
Laboratory, Inc.
#4632
Test Reports
Water Absorption and
Breaking Strength •
Product Control No 94- 0106.18
Test Name/Report Date
Material Properties Test 12/14/92
Material Properties Test 05/03/91
(Water Absorption and
Breaking Strength)
Material Properties Test 01/26/90
(Water Absorption and
Breaking Strength)
Material Properties Test 01/26/90
(Water Absorption and
Breaking Strength)
Material Properties Test 08/03/89
(Water Absorption and
Breaking Strength)
Material Properties Test ( 10/31/86
Water Absorption and
Breaking Strength)
Uplift Approvals; (Static 03/03/90
Pressure Uplift
Resistance)
Wind Driven Rain 08/08/86
Infiltration Resistance
Deck Type 1B:
Deck Description:
Slope Range:
System B.
Underlayment:
Fastening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
Maximum
Aerodynamic
Overturning Moment:
Comments:
. Wood, non - insulated
New construction, 19/32" or greater plywood or wood plank.
>7 ":12"
Product Control No.: 94 -0106.18
Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6 ".
Nails and tin caps, two (2) rows staggered 12" grid, 6 "o.c. at laps.
Any self - adhered single -ply underlayment approved by the Chief Product Control
Compliance Officer, installed in strict compliance with the Product Control Approval.
Vertical battens are optional for roof slopes >7 ":12 ".
Horizontal battens shall be installed on roof slopes >7 ":12 ".
Horizontal battens shall be minimum 1" x 2" treated lumber shall be installed.directly to
the deck in a maximum 1 /8" thick bed of flashing cement and secured through the
sheathing into the top truss cord with approved fasteners at a maximum rate of 24" o.c..
Spacing shall be in compliance with the Metro-Dade County Model Nail -on Tile
Specifications and the manufacturer's recommendations. The Metro -Dade Specification
shall take precedence.
Install the following profile: Altusa 'S' The tile system shall be installed in compliance
with the Metro Dade County Model Nail -on Tile Specification (Appendix 'X' of the South
Florida Building Code), utilizing the components listed in the Products Listings' set forth
in this Product Control Approval. Applications, as detailed in the test reports, are
consistent with the application methods stated in the execution section of said model
specification.
To be completed by May 30, 1994. Refer to Limitation No. 6.
For re -roof applications, 15/32" plywood is an acceptable substrate.
Deck Type 2: - Wood, non - insulated, Mortar Set
Deck Description: New construction, 19/32" or greater plywood or wood plank.
Slope Range: 3 ":12 to 7 ":12"
System A.
Underlayment: Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6
Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps.
Membrane: Any approved mineral surfaced rolled roofing applied in hot asphalt or cold process
cement (See Model Tile Specifications). Head laps shall be minimum 2 ", side laps shall be
minimum 6 ".
Vertical Battens: None
Horizontal Battens: None .
Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set fonh in the
Application: Model Mortar -Set Tile Specification.
Mortar shall be Type "M ", mixed in the ratio set forth in the Products by Others'. Any
adhesive application shall be applied as set forth in the adhesive Product Control
Approval. All tile and accessories shall be installed in compliance with system #3, of the
Dade County Model Tile Specification.
Roofing Tile: Install one of the following profiles: Altusa 'S' or Altusa 2-- piece Barrel The tile system
shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set
Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the
components listed the 'Products Listings' set forth in this Product Control Approval. —
Applications, as detailed in the test reports, are consistent with the application methods
stated in the execution section of said model specification.
Maximum Design See Limitation No. 6.
Velocity Pressure:
Comments:
Product Control No.. 94- 0106,18
For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to
6":12". tile shall have the first three courses of tile nailed with not less than one nail per
tile. As an alternate, the first three courses shall be applied in mortar over a single layer of
minimum 12 ga wire mesh with square openings of not less than 3/8" which is
mechanically attached to the deck with not less than one roofing nail per every 2ft For
pitches from 6 ":12" to 7 ":12" every third tile of every filth course, beginning with the
eighth:course, shall be nailed. On Slopes >7 ":12" all provisions of 'System #1' the Dade
County Model 'Horizontal Batten' Nail -on Tile Specification shall apply.
Comments:
Deck Type 2: Wood, non- insulated, Mortar Set
Gil Diamond,
Product Control No.: 94- 0106.18
Deck Description: New construction, 19/32" or greater plywood or wood plank.
Scope Range: 3":12" to 7 ":12"
System B.
Underla) Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ",
side laps shall be minimum 6 ".
Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps.
Membrane: Any mineral surfaced, self - adhered single -ply underlayment approved by the Chief Product
Control Compliance Officer, installed in strict compliance with the Product Control
Approval.
Vertical Battens: None
Horizontal Battens: None •
Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the
Application: Model Mortar -Set Tile Specification. Mortar
shall be Type "M ", mixed in the ratio set forth in the Products by Others'. Any adhesive
application shall be applied as set forth in the adhesive Product Control Approval. All tile
and accessories shall be installed in compliance with system #3, of the Dade County Model
Tile Specification.
Roofing Tile: Install one of the following profiles: Altusa 'S' or Altusa 2- -piece Barrel The tile system
shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set
Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the
components listed the 'Products Listings' set forth in this Product Control Approval.
Applications, as detailed in the test reports, are consistent with the application methods
stated in the execution section of said model specification.
Maximum Design See Limitation No. 6.
Velocity Pressure:
For re}roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to
6 ":12" tile shall have the first three courses of tile nailed with not less than one nail per
tile. As an alternate, the first three courses shall be applied in mortar over a single layer of
minimum 12 ga wire mesh with square openings of not less than 3/8" which is
mechanically attached to the deck with not less than one roofing nail per every 2ft:. For
pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with the
eighth :course, shall be nailed. On Slopes >7 ":12" all provisions of 'System #1' of the Dade
County Model 'Horizontal Batten' Nail -on Tile Specification shall apply.
Acceptance Number: 94 -0106.18
Approved:
Expires:
Limitations:
1. This roof system assembly may be applied to roof slopes no less than 2 ":12 ",
2. Vertical and horizontal battens shall be used on all tile applications on slopes of 2" :12" to 4 ":12",
3. Horizontal battens shall be used on all tile applications on slopes of >7 ":12 ".
4. Mortar set systems may be applied to roof slopes of 2 ":12" to 7 ":12 ".
5. Nails for attachment of the shall have heads larger than the pre- fortned nail holes in the tile.
6. Allowable height above ground shall not exceed a maximum height of 45' for non - coastal, 30' in Coastal Area
1 and 2, and only by job approval from the Chief Product Control Compliance Officer in Coastal Area 3.
7. All tiles shall bear the imprint of the manufacturer's name or logo, as noted attached, to permit identification
in the field.
S. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida
Building Code.
9. All nails shall be corrosion resistant. Exposed nails shall be hot dipped galvanized, stainless steel, or copper
only.
10. The manufacturer shall retain the services of an independent testing laboratory to maintain quality control.
Testing shall be performed on a minimum of five (5) tiles every three (3) months, for strength according to Section
3404 of the South Florida Building Code, and for moisture absorption according to ASTM C 1167. Test samples
shall be selected by a laboratory, according to ASTM D 3665, Results shall be forwarded to Dade County Product
Control Section. Test reports shall bear a description of the tile by material and color, i,e_ cement., grey.
11. All domestic distributors and private labelers of foreign manufactured tile shall have a completed distribution
agreement filed with the Metro;Dade County Office of Code Compliance confirming the distributor's agreement to
adhere to the conditions of this report.
12. Almar USA - Altusa tile shall be installed in strict compliance with the application instructions noted herein
as well as the manufacturer's and Metro -Dade County specifications and application instructions. The Metro Dade
County Model Tile Specification shall take precedence.
13. The use of all pre - formed trim and specialty tile tested is required as it forms an integral part of these Product
'-Control Approval tests.
14. Applications for roofing permits must be accompanied by Section II of the Uniform Building Permit, clearly
indicating the extent of the work to be performed, along with current manufacturer's specifications and details. In
addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all
appropriate data for the required fire rating.
15. The following documents were submitted with the application:
Information Brochure - Altusa Mission Barrel Tile
Infornation Brochure - Altusa 'S' Tile
Information and Specifications Brochure - Altusa 'S' Tile
Installation Methods and Specifications - Altusa Mission Tile
Acceptance Number: 94 -0106.18
Approved:
Expires:
Gil Diamon.
Metropoli .. Dade County
Office o ode Compliance
4
10"
DOVE TAIL LOCKS
S' ELEGANT®
FIELD TILE
/BONDING
LOCKS
COVER TILE
(HIP AND RIDGE)
PAN TILE GABLE-RAKE
PROJECT NAME
EGARA CORPORATION
7270 N.W. 12th Street, Suite-650
Miami, Florida 33126
\AIL
HOLE
BONDfN
LOCKS
•
COVER TILE
(HIP AND RIDGE)
PROJECT NO
395 - 80133 -26
?age 2 of 2
7 -1/2L'„i
ALTUSA MISSION
GATE
1 1
1
01 -26 -90
i. WiltnaIs.
Clay tiles snail be Ahusa S' as manufactured by
Alfrena Del Turblo SA ( ALTUSA) for Almar (USA),
'Inc. 18 1/2" long by 10 1/2" wide nominally.
b. Under eave shall be (specify one)
1. Clay eave closure
2. Rubber eave closure
3, Mortar filling with weep hole
4. Metal closure
c. Asphalt plastic Cement:
. Heavy by composed of asphalt and other minerals, con-
forming to ASTM 02822 and Federal Spec. SSC -153 type 1.
d. Cement Mortar
1. Cements
a. Blended Cements-conforming to ASTM C -91 type M •.:
b. Portland Cement- conforming to ASTM C-150 type 1
c. Masonry Cement - conforming to ASTM C -91 type M
2. Sand - conforming to ASTM C -144 uniformly graded, clean and
free from organic materials... •
3. Mixes - conforming to ASTM C-270 type M (select one)
a. Cement 2.07 + — E -1 -A
b. Combination of cement 2.07 E -1 -C
4. Mortar flow 110 + — 5% conforming to ASTM C -230 Flow Table.
2. Decking:
Solid decking shall be of proper thickness (1/2" (minimum plywood
sheathing) to be structurally adequate and prope iy fastened to support .
the anticipated loads. Decking material and installation of it shall
comply with all local Building Code Requirements.
3. Undertaymeet:
Never install underlayment on wet, frozen or icy surfaces. Sweep roof surface
broom clean. Cover all sloped roofs under tile with the best quality asphalt
Impregnated roofing Celt weighing not less than 43# per square feet.
Specify Desired Daderfaymeat:
Consult Local Building Codes for Compliance
Roll - On Installations:
A Minimum 4/12 and greater,
Lay one layer of 43# base sheet with a sealed minimum 4" headlap and 6"
side lap and nominal 3" tile headlap. All tile nail penetrations to be sealed with
plastc cement.
Mortar -0n Installations:
R. Pitches 2 1/2/12 and greater (refer to building .codes for minimum). Lay
one layer of 30# felt, secure in place with tin tags as code requires. Lay with
minimum 2" headlap. Apply 90# mineral surfaced roofing felt to be solidly
mopped to the 30# felt with hot asphalt. Lay with minimum 2" headlap and 6"
side lap. Back nail 90* felt with cap or tin tags 12" o. c.
4. Festeoing Systems:
Nail -On Installations
A All nails should be large headed nails, 8 penny, 'corrosion resistant, .long
enough to penetrate through the sheathing by 3/4 ". Copper, stainless steel or
hot dipped galvanized nails are to be considered to extend the life of the roof. All
nails penetrating through the watertight seal should be waterproofed with
mastic sealant complying to ASTM D- 2822 -75, type I1. Nail length may vary,
depending on the thickness of plywood and exposed ceiling situations where
nail exposure is unwanted.
B. For steep roof applications above 7/12, additional fasteners may be required,
i. e. tile tie systems, nail- locks, wind -locks per manufacturers specifications
(consult local building codes).
DOVE TAIL LOCItS
ALTUSA S'
FIELD TILE
NAIL _� FIELD T:LE
1,NIVF_ SAS /
TILE AAJRI a•R / ELT
./ ��/ F _
UNIVERSAL
1ILE \
NAII,ERS NAILER$
GABLE TO GABLE SECTION
SIP L. MIDGE TILE
MORTAR
T ILE -..
FELT _
•EJ
ALTUSA S'
FUN 7:12 SLOPE ANO HIGHER
91N"
M7GT,iC
NAIL
/ i — UN.eE
/ TILE
HIP ANO RIDGE
SECTION
9 VC
NAIL ON
NA I_
-- wO0D .
TIL
91/4"
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ON SYSTEM
TILE
%EL
Io'•
REGLET
FLASHING
184
3r
it
9%
HIP AND RIDGE
TILE
MORTAR
NAIL
GA&ERAKE
FIELD TILE
WORT AR
FLASHING AT WALL
EAVE CLOSURE
FLASHING
FASCIA
. NAILEF TILE
fa &AIL
FLASHING AT WALL
GABLE -RAKE
rELT
TECHNICAL DATA MUDINAIL
ME TAL CHANNEL
FLASHING
Weight per Tile (Nominal) 7 lbs.
Pieces per Square (Nominal) 97/103
Overall Size (Nominal) 18 3/8 x 10 1/2
Exposed Size Max. (Nominal) 15 1/2 x 16 1/2
Tile Thickness (Nominal) 112 "
Firing Temperature 2000 ° F
Breaking Strength Avg. 650
Water Absorption Avg. 5.8%
Freezing Test No tile cracking after 50 cycles
Due to the nature of clay, sli ig �t variation may occur.
Flashing::
A. Valleys (select one)
I. Install roll valley minimum 16" width with 6" lap joints. Nail to secure in plat&
as code requires
2. Install preformed open valley minimum 16" width with minimum 2 1/2" hig!
center and minimum 1 " metal edge returns. Lap joints minimum 6 ". Secure it
place as code requires..
B. Dormers, side, chimneys and other vertical wall surface flashings shall extent
upward at least 6 "- and, be completely counter- tIaSheri. Flashtrlg shall extent
under the the a minlmum"of 5" with a turn up at edge
C. Where sloped roof surface meets the face of vertical wall surfaces at"dormr
chimneys and other walls, the flashing shall extend up the facing wall a
minimum of 4" and extend downward over the top of the the a minimum of
The vertical wall surface shall be completely counter flashed. •
D. Eave drip metal shall be nailed or stapled along and directly on top of she
fastened 6" o. c. and 1/2" in from top flange. Lap all Joints a minimum of
6. Application of Tile:
k For mortar on application, mark horizontal guidelines at 16 1/2 ", which will
provide a 2" nominal headlap.
8. For nail -on application, mark horizontal guidelines at 15 1/2 ", which will
provide a nominal 3" headlap.
C. Mark all vertical guidelines at 9 1/4 ".
0. Set first course at 16 1/2" from the eave. This will provide a 2" overhang at the
eave.
E. At the eave line, clay, mortar, rubber or metal bird stop shall be used to boost the
first row of tile.
Note: In high wind and hurricane areas, additional fasteners may be required at
the eave course. Consult local Building Codes for requirements.
F. For mortar -on settings, each tile shall be set over a full trowel of mortar placed
directly under the projection of the lett flat side of the tile. Press tile down firmly
to allow wet mortar to fill "Dove Tail Locks" for proper bond.
1. For pitches 4/12 and above, nail eave course with one nail in addition to mortar
Apply plastic cement to seal all nail penetrations.
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2. For pitches 6/12 up to and Including 7/12, nail every third tile In every liith
course in addition to mortar. Apply plastic cement to seal all nail penetrations.
3. For pitches above 7/12, nail every tile in addition to mortar.
G. For nail -on installations, install tile with nails of sufficient length to penetrat
the deck by 3/4". For pitches above 6/12, all tiles shall be attached with a
minimum of two nails Seal all nail penetrations with plastic cement .
H. At 55' above grade or greater, all the must be attached with a minimum of
two nails in both a nail -on or mortar set installation.
1. Fasten and cement all gable rakes at the horizontal guidelines.. •
J. Where tile overlaps flashing, tile must be secured with approved tile adhesive or
cemented in place.
K Tile must cut smooth and straight to maintain the proper width In the open
valley. Width in the open valleys may vary according to local conditions. It
recommended that the minimum width of exposed metal be 4". •
L Where field tile meets the hip nallers, the should be cut along the hip boards. The
joint between the cut tile and the hip nailer shall be sealed neatly with plastic
cement.
M. Ali hip and ridge tiles shall be set in a bed of mortar and fastened with a 2 1/2"
nail. It is then recommended that the mortar be pointed to a clean surface