490 NE 101 St (3)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date Jan. 1, 94 Job Address 490 N.E. 101 Street Tax Folio/f 3206 - /7 -DI/36-9
Legal Description ?
Owner / Lessee / Tenant Gertrude Mullane Master Permit # J 65/ 9
Owner's Address
Contracting Co.
Notary as o Owner
My Commission Expir
FEES: PERMIT
APPROVED:
Zoning
490 N.E. 101 Street
, ' )' , 1 xJ Address ,95 / ilia) 9 9 'A' -,
t
Qualifier GAr /D S ArOCA6
Phone 75 /- 9 3 C
State Q ac 005 kta lunicipal U .207 c a 61 Competency # i 7 fi 9 Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGt
WORK DESCRIPTION Tear off roof to wd dek.tin cap 30 lib ASTM as per buildin
o9 r - code,
mop on with hot asphalt 90 lb. ASTM, install valle metals and eave drip
metals and install S..,' T - Mo
Square Ft. 29 SQ. Estimated Cost(value) $ 10,600.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO D(
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENI
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU
NOTICE OF COMMENCEMENT).
Application is hereby made to obtain a permit to do work and installation as indicated above, an
on the attached addendum (if applicable). I certify that all work will be performed to meet th
standards of all laws regulating construction in this jurisdiction. I understand that separat
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 wil
be done in compliance with all applicable laws regulating construction and zoning. Furthermore,
aut •rize the above -named contractor to do the work stated.
Signature of o =r and /or Condo President
Date: :Tan. t / / 9ei `/
d_' Al ii / �a.�Ie►
r . I" " : MARYL ; ', NERNANDEZ
,• ■ MY COMMISSION B CC 924212
EXPIRES: October 10, 1997
Bonded Thru Notary Public
Signature of Contractor or Owner-Builder
Date: Ta . / 995/
MARYLOU HERNANDEZ
MY COMMISSION N CC 924212
E)(PIRES: October 10, 1997
Thiu Public deo/alters
Notary as t% Co
My Commission
RADON C.C.F. ' 3 '& NOTARY TOTAL DUE
Other
Fire
Building , Electrical
Mechanical Plumbing Engineering
STATE OF FLORIDA; COUNTY 0 DADE
t HEREtlY C1:R:I ?Y 9''a this . i..i a t; c cop .r fho
original' filod in / Jh�i•o�fiir, cia'R /� ay
W TNESS my h ...d ord G+F2c:c. Sect.
tiAkVE (0),Ct.ERtt, CauntyCourts
8 r _ ± "sef ®.C.
NOTICE aF COMNMEN CEIWEN 1
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements wiU 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: 490 N.E. 101 Street
Miami Shores,. Florida 33138
2. Description of improvement: Install new t ile rnnf
3.Owner(s) name and address: Gertrude Mullane
490 N.R. 101 St root
Interest In property: tJ) uJ (E r
Name and address of fee simple titleholder:, K) ! A
4. Contractors name and address: G A f 1 os A ti's r_Inn - Q. I O O.
,.n
5. Surey:(Paym ent bond required by owner from contractor. W any)
Name and address: / A
Amount of bond $
6. Lender's name and address: i N /A
lifferent date is specified)
otary Public
int Notary's Name
Commission Expires:
L)
MARYLOU HERNANDEZ
Miami Shores. Flnrida 11118
l CR on r? (v
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.,�Flori Statutes,
Name and address: t\
3. 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 ten.
Jame and address: 1'1
I. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
April 30, 1994
94-R0118450 1994 JAN 1211t57
prWur. 01 owns
rint Owners Name 1-4 : rJ e J I e Hu ) irA A e Prepared by Carlos Arocho
worn to and subscribed before me this y day of ;TrAel 199 Quality pm-Icin rnnt raptor , Inc .
Address:251 N.W. 99th Street
Miami, FLorida 1l1gn
Volume 2.1
METRO - DADE BUILDING & ZONING
ROOFING APPROVED APPLICATIONS
SHINGLES
JULY, 1993
Up to this date, only Malarkey SBS shingles have been approved to be installed in Dade County. Obtain
Notice of Acceptance prior to the Installation of this shingle. More information will be made available as it is
obtained from the Code Compliance Dept. Two (2) plies of #30 ASTM D -226 are required at this time. Also
tin caps 6" o.c. on laps and 12" o.c. on field. Any of this Information Is subject to change without notice.
These are only GUIDELINES.
TILES
Manufacturers specifications and Notice of Acceptance sheet must be placed at jobsite. Also no "Improving' is allowed.
Work must be done as per Notice of Acceptance.
Ceramics de Espana
(Nall -On System)
Clay: Spanish "S' Tile
Prodek, Inc.
(Nail -On & Mortar Set Systems)
Vulcan
Clay: Spanish 'S' Tile
La Mancha Tiles:
(Nail -On & Mortar Set Systems)
Clay: Spanish "S' Tile
Motto Roof Tile:
(Nall -On System)
Spanish 'S'
Cement Flat (Mortar Set)
Best Clay Tile Corp.:
(Mortar Set Systems)
Spanish "S' 'Venezuela. S.A.'
Clay: "S' "Salvador, S.A.'
re- roofing.
[Motile
(Nall -On Systems)
Cement: Colonial Slate
Flat
Espana 'S' Style
Capri
CAlmar (USA), Inc.:
(Nall -On & Mortar Set Systems)
Clay: Altusa "S" Tile
Alluse Barrel
F.R. Borja .
Pioneer Concrete Tile:
(Nell -On Systems) 2:12 pitch
Cement: Hacienda'
Shake/Slate
Rustic Shake
Spanish "S
Flat 9'
Classic 100
Entogra Roof Tile:
(Nail -On System) 2:12 pitch
Cement: Estate
Skandia
•
Bender Roof Tile Ind.,Inc.
(Nall -On System) 2:12 pitch
Cement : Palermo Corrugated
Nordic Flat
Elena Roof Tile Manufacturing
(Nell-On Systems)
Cement: Estate Barrel
Skandia Flat
Marley Roof Tile:
(Nail -On Systems)
Cement: Barcelona
Castilla
Monier Roof Tile:
(Nail -On Systems) 2 :12 pitch
Cement: Mission ''S"
Cement
•
Villa
Flat Shake & Slate
Vanguard II Roll
Spanish "S"
. Vanguard II Flat
Classic "100'
The tile shall be installed on a solid nailable dock of 5/8" thick plywood for all new construction or to 1/2' plywood deck on
The nailable deck shall be covered with a #30 Type II (ASTM 226) anchor sheet ti►alntalning a 4" overlap and tin - capped
12" o.c. except 6" o.c. at the laps. Over this, a #90 mineral surface roll roofing shall be fully hot - mopped with nominal 2"
laps with the concealed edge of lap tin- capped 12- o.c. except at the valley flashing.
The galvanized steel strip shall be nailed over the #30 anchor sheet ® 4' o.c. and over lapped for 5•. When required. end
prior to the Installation of the tile, a formed 0.019 thick steel bird stop shall be Installed at the cave, which shall be
bedded in mastic to the membrane and hand nailed to the roof 11' o.c. and near each end.
The tile, maintaining a 3' head lap, shall be attached with two 1Od plated steel gun nails per tile over a bed of roofing mastic
applied to the #90 roll roofing, at nail penetrations.
The eave tile, in addition to the 2 - 10d nails, shall be attached with formed steel grip clips (refer to ModiaCatalog page s.)
centered 4 3/4' from the nose of each tile. The clips shall be 0.043' thick by 1/2" wide, galvanized steel, attached with
one 10d galvanized steel hand driven nail located 1' from the 90 degree bend In the clip. The clip shall be inbedded In
mastic applied to the roofing, at tho nail location.
BUILT -UP ROOF REQUIREMENTS:
1) Moisture test mandatory on any recovery.
2) Uplift test on any recovery.
3) No hot mopping of felts directly to Iso Board.
4) System must meet 1 - 90 requirements. You
may refer to Factory Mutual or provide a lab
tested system that will meet or exceed this
requirement. (not required for wood deck)
5) Install an approved base sheet.
STRONG RECOMMENDATIONS:
On commercial applications a continuous
cleat Is strongly recommended both by
manufacturers and the Building and Zoning
Department. This detail is found on almost
every manufacturer specification and the FM
guidelines for perimeter flashing.
METRODADE
O WHOM i Ay ON'CERN
Almar (U.S.A..), Inc., tuts filed with this office the additional and
for al and continued use of their Ahura ""S" required
Roof Tile acceptable test
data to support the request fo
both nail -on and mud on plus • Alt= B h Roof T ffr
Acceptance #90.0208.1R2 whi Roof Tile for mud -on; of their Notice of
expired on March 12, 1993.
The tiles for musd -ca N � b ulled on a solid nailable deck of
•
S /8" thick plywood for
new construction and on 1/ thick plywood on re►roo&1g.
The deck shall be cowed with a 30 Type II (ASTM D -226) anchor sheet and tin capped
o u.c. oil all laps 12" c.c. in thefield and 4" on drip edge. Over a hot -tae
(ASTM D-249) roll roofing, cap sheet using hot ply Type II
D- 312 -89. $P asphalt Type IV conforming to ASTM
GD:co
METROPOLITAN DADE COUNTY, FLORIDA
memo —OADE FLAGLER BUILDING
BUILDING CODE OOMPLIArCLE DEPARTMENT
SUITE 1
METRO -DADE FL/YOLEW BUILDING
140 WEST FLACLER STREET
MIAMI, FLORIDA 3.313045 43
FAX ( 37ssec,
June 15, 1993
Gil Diamond, P.E.
Product Control Division
Supervisor
The tile shall be applied to the roof with mortar consisting of one bag of Florida Roof Tile
Cement by La Fargo Corporation
ASTM C-144 fors 2:1 ink thL�o; adding � mortar and 14 shovels of sand conforming to
minutes. �' 4.5 to 5 gallons ofwater and mix for S
• Due to Hurricane Andrew, this office has been imi'dated with
products and renewals of those to ire which bag a large back log in res } � for p o o d h new
official Notice of Acceptance. niag with an
In the interim pe iod, please accept this latter in allowing these products to be installed by
a .licensed roofing contractor in accordance with the manufantureraa further spec
Chapter 34 of the South Florida $uitding. Code until an official Acceptanceptance e i is al Notice of a s s issued,
at.
YLl WI
METROOADE
GD:cg
06--02 -i993 01 :02PM . FROM .
. � ....A4n:ar (U. S,.A. , �, Inc.. has filed with this office a request to
renew their NotiC Lot Acceptance #90- 0208.1 R 2 which exp'ir d on
March 12, 1993• 1.A"
Due to Hurricabe,Andrew, this. office has been inundated with
requests for both!new products and renewals of those to expire
which has caused large back 3.g in responding with an official
Notice of Rccepta c®.
In the. inter4 .perio4, please accept this letter in allowing
these products to !be installed by a licensed roofing contractor
in accordance wit* t'he manufacturers specifications and Chapter
34 of the South ploritida Buil,din0 Code until further notice by
this office.
TO
1 p MOM 12 MA - ON `v
METROPOLITAN DADE COUNTY. FLORIDA
METRO•DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEA T
S 1603
METRO•DADE FLAQLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 331304563
(305) 375 -2901
FAX (305) 375.2908
March 30, 1993
Sincerely yours,
13059600465 P.01
4 6 4 11.411G) , ‘C/C )
Gil Diamond, P.E.
Product Control Supervisor
Z0'd Z8£OZSL 01 LVBL -ZS? '30413 OS 310t3 WObd Wd8V:Z0 £66I -0£ -TT
Flashing::
A. Valleys (select one)
1. Install roll valley minimum 16" width with 6" lap joints. Nail to secure in place
as code requires.
2. Install preformed open valley minimum 16" width with minimum 21 /2" high
center and minimum 1" metal edge returns. Lap joints minimum 6 ". Secure in
place as code requires.
I. Dormers, side, chimneys and other vertical wall surface flashings shall extend
upward at least 6" and be completely counter- flashed. Flashing shall extend
under the tile a minimum of 5" with a 1" turn up at edge.
C. Where sloped roof surface meets the face of vertical wall surfaces at dor er%
chimneys and other walls, the flashing shall extend up the facing wall a
minimum of 4" and extend downward over the top of the tile a minimum of 5 ".
The vertical wall surface shall be completely counter flashed.
0. Eave drip metal shall be nailed or stapled along and directly on top of sheeting,
fastened 6" a c. and 1/2" in from top flange. Lap all joints a minimum of 3 ".
fi Application of Tile:
A. For mortar on application, mark horizontal guidelines at 16 1/2 ", which will
provide a 2" nominal headlap.
1. 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".
D. Set first course at 161 /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 left flat side of the tile. Press tile down firmly
to allow wet mortar to fill "Dove Tail Locks" for proper bond.
I. For pitches 4/12 and above, nail eave course with one nail in addition to mortar.
Apply plastic cement to seal all nail penetrations.
2. For pitches 6/12 up to and including 7/12, nail every third tile in every fifth
course in addition to mortar. Apply plastic cement to seal all nail penetrations.
8. For pitches above 7/12, nail every tile in addition to mortar.
6. For nail -on installations, install tile with nails of sufficient length to penetrate
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.
N. At 55' above grade or greater, all tile must be attached with a minimum of
two nails in both a nail -on or mortar set installation.
I. 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 is
recommended that the minimum width of exposed metal be 4 ".
L Where field tile meets the hip milers, tile 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. All hip and ridge tiles shall be set in a bed of mortar and fastened with a 21 /2"
nail. It is then recommended that the mortar be pointed to a clean surface.
1. Materials:
I. Clay tiles shall be Altusa S' as manufactured by
Alfreria Del Turblo S.A. (ALTUSA) for Almar (USA),
Inc. 18 1/2" long by 10 1/2" wide nominally.
b. Under eave shall be (specify one)
I. Clay eave closure
2. Rubber eave closure
3. Mortar filling with weep hole
4. Metal closure
a Asphalt plastic cement:
Heavy body composed of asphalt and other minerals, con-
forming to ASTM D2822 and Federal Spec. SSC -153 type 1.
L Cement Mortar
1. Cements
a. Blended Cements - conforming to ASTM C -91 type M
1. Portland Cement- conforming to ASTM C -150 type I
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
. 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 properly fastened to support
the anticipated loads. Decking material and installation of it shall
comply with all local Building Code Requirements.
3. Underlayment:
Never install underlayment on wet, frozen or icy surfaces. Sweep roof surf:
broom clean. Cover all sloped roofs under tile with the best quality asphi
impregnated roofing felt weighing not less than 43* per square feet
Specify Bahl UaUrlay.nt:
Consult Local Building Codes for Compliance
Nall-O. laatallatlea:
A. Minimum 4/12 and greater.
Lay one layer of 43* base sheet with a sealed minimum 4" headlap and
side lap and nominal 3" tile headlap. All tile nail penetrations to be sealed w
paste cement
Mortar -04 Iata0atls's:
1. Pitches 2 1/2/12 and greater (refer to building codes for minimum). Lz
one layer of 30* felt, secure in place with tin tags as code requires. Lay w
minimum 2" headlap. Apply 90* mineral surfaced roofing felt to be solid
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" a c.
4. Fastening Systems:
Nail -On Installations
A All nails should be large headed nails, 8 penny, corrosion resistant, Ion!
enough to penetrate through the sheathing by 3/4 ". Copper, stainless steel
hot dipped galvanized nails are to be considered to extend the life of the roof. A
nails penetrating through the watertight seal should be waterproofed with
mastic sealant complying to ASTM D- 2822 -75, type II. Nail length may van
depending on the thickness of plywood and exposed ceiling situations whet
nail exposure is unwanted.
1. For steep roof applications above 7/12, additional fasteners may be require
i. e. tile tie systems, nail - locks, wind -locks per manufacturers specification:
(consult local building codes).
1034
•
NAIL
NIVERSAL
TILE
NAIL
NIVE RSAL
TILE
DOVE TAIL LOCKS
ALTUSA S'
FIELD TILE
HALF
TILE
FELT _
GUIDE
ONES
NAILER
NAIL
` NAILERS NAILERS
GABLE TO GABLE SECTION
HIP 8 RIDGE TILE
MORTAR
TILE
/ELT
ALTUSA S'
FOR 7:12 SLOPE AND HIGHER
91/4"
MORTAR
NAIL
UNIVERSAL
TILE
NAIL
HIP AND RIDGE
SECTION
91/4" 91/4"
43' FELT
t
; j ., I :1
91/4"
1 -I
NAIL ON INSTALLATION SYSTEM
WOOD NAILER
TILE
1. I
1 ILE
10"
REGLET
FLASHING
MORTAR
MORTAR
NAIL
GABLE-RAKE
FIELD TILE
ti
FLASHING AT WALL
HIP AND RIDGE
TILE
EAVE CLOSURE
� \ FLASHING
�_ FASCIA
NAILER TILE
l
FLASHING AT WALL
FELT
TECHNICAL DATA MUD /NAIL
GABLE -RAKE
METAL CH
FLASHING
Weight per Tile (Nominal) 7 Ib.$
Pieces per Square (Nominal) 97/10
Overall Size (Nominal) 18 3/8 x 10 1/:
Exposed Size Max. (Nominal) I S 1/2 x 16 I/:
Tile Thickness (Nominal) 112 '
Firing Temperature 2000
Breaking Strength Avg. 65(
Water Absorption Avg. 5.8`
Freezing Test No tile cracking after 50 cycle
Due to the nature of clay sli ht variation may occ
(V.58 )'+ —Yn.
rKUI•i
SPECj$TC_CQNDITrr)
The bottom end of the eave course tiles shall be closed off to the
deck with cement mortar, a clay /ceramic eave closure or a 1~ thick
molded rubber closure all providing a 1" weep hole:
The rake tile shall be bonded to the typical tile and the typical
shall be bonded t0 the valley flashing with Type M Mortar.
'Altusa's. "S" tile:shall be installed with a minimum exposure of 16"
for mud -on system and a minimum exposure of 15" for nail - on system.
3. Tile shall conform to the following shapes.
Musa
•
•
TO 1205S600465 P.04
ACCEPTANCE No .: 9 0 -& 2 0 8, .7.
APPROVED
EXPIRE$
• Feb 1Qi 19 9 2
2 March 12. 1993
NAIL
HOLE
Cover, pan
gable rake,
hip and ridge
tile
,Musa Barrel
i3 Diamond, P.E.
Product Control Division
Supervisor
ZO'd Z820TSL Ol ^ 2782,-ZSZ 'BQdQ OS 310U3 WObd Wd?S:ZO £66T-02 -TT
Volume 2.1
BUILT -UP ROOF REQUIREMENTS
1) Moisture test mandatory on any recovery.
2) Uplift test on any recovery.
3) No hot mopping of felts directly to Iso-Board.
4) System must meet 1 -90 requirements. You
may refer to Factory Mutual or provide a lab
tested system that will meet or exceed this
requirement (not required for wood deck)
!) inctail an approved bane sheet.
METRO - DADE BUILDING & ZONING
ROOFING APPROVED APPLICATIONS
TILES
JULY, 1993
SHINGLES
Up to this date, only Malarkey SBS shingles have been approved to be installed in Dade County. Obtaia
Notice of Acceptance prior to the Installation of this shingle. More information will be made available as it is
obtained from the Code Compliance Dept Two (2) plies of #30 ASTM D -226 are required at this time. Also
tin caps 6' o.c. on laps and 12' o.c. on field. Any of this information Is subject to change without notice.
These are only GUIDELINES.
Manufacturers specifications and Notice of Acceptance sheet must be placed at Jebel.. Also no 'Improving' fs allowed.
Work must be done as per Notice of Acceptance.
Ceram Ica de Espadla
(Nall -On System)
Clay: Spanish "S" Tile
Prodek, Inc.
(Nail -On & Mortar Set Systems)
Vulcan
Clay: Spanish 'S' Tile
La Mancha Tiles:
(Nail -On & Mortar Set Systems)
Clay: Spanish "S' Tile
Metro Roof Tile:
(Nail -On System)
Spanish '5'
Cement Flat (Mortar Set)
Best Clay Tile Corp.:
(Mortar Set Systems)
Spanish 'S "Venezuela, SA'
Clay: "S"Salvador. S.A.'
Lifetile
(Nall-On Systems) •
Cement: Colonial Slate
Flat
Espafta'S' Style
Capri
Ammar (USA), Inc.:
(Nall -On b Mortar Set Systems)
Clay: Musa 'V' TUs'
Altusa Barrel
F.R. BorJe ,
Pioneer Concrete Tile:
(Nall -On Systems) 2:12 pitch
Cement: Hedenda'
Shake/Slate
Rustic Shake
Spanish 'S
Flat 9
Classic 100
Entegra Roof Tile:
(Nail -On System) 2:12 pitch
Cement: Estate
Skandia
Bender Roof Tile Ind..lnc.
(Nall -On System) 2:12 pitch
Cement : Palermo Corrugated
Nordic Flat
Etema Roof The Manufacturing
(Nall -On Systems)
Cement: Estate Barrel
Skandia Fiat
Marley Roof Tlle:
(Nall -On Systems)
Cement: Barcelona
Castilla
Monier Roof T11e:
(Nail -On Systems) 2:12 pitch
Cement: Mission 'S"
Cement
Villa •
Flat Shake 6 Slate
Vanguard II Roll
Spanish "S'
. Vanguard II Flat
Classic "100'
The tile shall be installed on a solid nallable dock of 5/8' thick plywood for all new construction or to 1/2' plywood deck on
re- roofing. ,
•
The nailable deck shall be covered with a #30 Type II (ASTM 226) anchor sheet maintaining a 4' overlap and lin -capped
12' o.c. except 6' o.c. at the laps. Over this, a 890 mineral surface roll roofing shall be fully hot- mopped with nominal 2'
laps with the concealed edge of lap tin- capped 12" o.c. except at the valley flashing.
The galvanized steel strip shall be nailed over the #30 anchor sheet ®4' o.c. and over lapped for 5'. When required, and
prior to the installation of the tile, a formed 0.019 thick steel bird stop shall be Installed at the cave, which shall be
bedded in mastic to the membrane and hand nailed to the roof 11" o.c. and near each end.
The tile, maintaining a 3" head lap, shall be attached with two 10d plated steel gun nails per tile over a bed of roofing mastic
applied to the 890 roll roofing, at nail penetrations.
The eave tile, in addition to the 2 - 10d nails, shall be attached with formed steel grip clips (refer to Moatrt4Calalog page 3')
centered 4 3/4' from the nose of each tile. The clips shall be 0.043" thick by 1/2" wide, galvanized steel, attached with
one 10d galvanized steel hand driven nail located 1' from the 90 degree bend in the clip. The clip shall be inbedded In
mastic applied to the roofing, at the nail location.
$TRONG RECOMMENDATIONS:
On commercial applications a continuous
cleat is strongly recommended both by
manufacturers and the Building and Zoning
Department. This detail is found on almost
every manufacturer specification and the FM
guidelines for perimeter flashing.
GD:co
TO i IT MA,x CQvCERN
Ahnat
(U.S.A.), boo." mod with this office the additional and
data to support the request for . Altus a Barrel use of their Ahuaa " require
Roof f The test
both nail ors and arrel Clay RoafTge for their H'sle for
Acceptaac a #90.0208.) R2 ' expired on March 12, 1993. -on; of tleir Notice of
The tiles for mud -on sluill be installed on a solid nailab1e dock of 5/8" thick 1
new construction and on 112" thick plywood for
plywood an re- snoiing.
The deck shill be (*voted' with a 30 Type 11 (ASTM D-226) anchor sheet and tin capped
o • u.c. on all lap; 12" o.c. in the field and 4" on
drip edge. Over this, shot - mopped 90 Type 1T
(ASTM D-249) lull roofing aheot using hot steep asphalt Type TV conforming to ASTIvi
The the Abell be tinged to the roof with mortar consisting of one bag of Florida Roof Tile
Cement by La Parse CorposatiO ► for Type M mortar and 14 shovels of sand
ASTM C-144 for a 2:1 milt, they C0'Q to
minutes. adding approximately 4.5 to 5 gallons ofwater and mix for 5
Due to Hurricane Anew, this office has been mated with
products and renewals of those to �e w� fur both new
official Notice ofAcceptatL . a large back log in responding with an
in the interim puiod, please accept this letter in allowing
a . licensed roofing contractor in accordance r r's further specifications products fi to be installed by
Chapter 34 oftlse South Florida with the ��s further :perif cazioas and
Building Code iota] an official Notice ofArceptance is issued.
ME DADE COUNTY, FLORIDA
METRO -DADE FLAGLeR BUILDING
etni.noic coos costPUANCB mamma/7
ITE
METRO-DADE FLAGLSR 81 moor 3
140 Wes' FLACLLER STREET
MIAMI, FLORIDA E2130.1M3
June 15, 1993 rsos
FAX t
Gil Diamond, P.B.
Product Control Division
Supervisor
4 W Y1/.,
GD:cg
06-02 -1993 01:02PM . FROM .
METROO4AE
I.
March 30, 1993
TO WHOM YT MAY ( CF N
_ ....Nlmar (U. S..A. ,' Inc ..has filed with this office a request to
renew their Notie 1 •of Acceptance #90- 0208.1 R 2 which exp`�'i.z�d on
March 12, 1993. I ""
Due to Hurricaim . Andrew, this, office has been inundated with
)requests for both! new products and renewals of those to expire
which has caused large back 1'og in responding with an official
Notice of Accepts ce.
In the. interip,perioa, please accept this letter in allowing
these products totbe installed by a licensed roofing contractor
in accordance with the manufacturers specifications and Chapter
34 of the South Florida Buildin0 Code until further notice by
this office.. • I
•
.
i •
TO 13059600485 P.01
METROPOUTAN DADE COUNTY. FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE D PART E 03
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130-1563
FAX (305) V5-2908
Sincerely yours,
Gil Diamond, P.E.
Product Control Supervisor
Z0 ' d Z8£0 T SL 01 Lb8L -ZSZ ' aldC OS 310t3 140 U 8b : ZO £66T-121E-TT
Flukbps:
A. Valleys (select one)
I. Install roll valley minimum 16" width with 6" lap joints. Nail to secure in place
as code requires.
2. Install preformed open valley minimum 16" width with minimum 2 1/2" high
center and minimum 1" metal edge returns. Lap joints minimum 6 ". Secure in
pace as code requires.
I. Dormers, side, chimneys and other vertical wall surface fleshings shall extend
upward at least 6" and be completely counter - flashed Flashing shall extend
under the tile a minimum of 5" with a 1" turn up at edge.
C. Where sloped roof surface meets the face of vertical wall surfaces at dormers.
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 5 ".
The vertical wall surface shall be completely counter flashed.
0. Pave drip metal shall be nailed or stapled along and directly on top of sheeting,
fastened 6" a c. and 1/2" in from top flange. Lap all joints a minimm of 3 ".
ii Applicatlee of Tile:
A. For mortar on application, mark horizontal guidelines at 16 1/2", which will
provide a 2" nominal headlap.
I. 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 161 /2" from the cave. This will provide a 2" overhang at the
save.
E At the cave 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 save 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 left 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.
2. For pitches 6/12 up to and including 7/12, nail every third tile in every fifth
course in addition to mortar. Apply plastic cement to seal all nail penetrations.
3. For pitches above 7/12, nail every the in addition to mortar.
0. For nail-on installations, install tile with nails of sufficient length to penetrate
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 tile must be attached with a minimum of
two nails in both a nail -on or mortar set installation
L '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 is
recommended that the minimum width of exposed metal be 4 ".
L Where field tile meets the hip mailers, tile should be cut along the hip boards. The
joint between the cut tile and the hip nailer shall be sealed neatly with plastic
cement
N. All hip and ridge tiles shall be set in a bed of mortar and fastened with a 21/2"
nail. It is then recommended that the mortar be pointed to a clean surface.
1. Materials:
a. Clay tiles shall be Musa S' as manufactured by
Alfreria Del Turblo S.A. (ALTUSA) for Almar (USA).
Inc. 18 1/2" long by 10 1/2" wide nominally.
I. Under cave shall be (specify one)
1. Clay eave closure
2. Rubber cave closure
3. Mortar filling with weep hole
4. Metal closure
e. Asphalt plastic cement
Heavy body composed of asphalt and other minerals, con-
forming to ASTM D2822 and Federal Spec. SSC -153 type 1.
d. Cement Mortar
1. Cements
a. Blended Cements - conforming to ASTM C -91 type M
k Portland Cement- conforming to ASTM C -150 type I
a. 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)
S. Cement 2.07 + — E - -
L Combination of cement 2.07 E -1 -C
4. Mortar flow 110 + — 5% conforming to ASTM C-230 Flow Table.
2. Backing:
Solid decking shall be of proper thickness (1/2" minimum plywood
sheathing) to be structurally adequate and properly fastened to support
the anticipated loads. Decking material and installation of it shall
comply with all local Building Code Requirements.
3. Underlayment:
Never install underlayment on wet, frozen or icy surfaces. Sweep roof suit
broom clean. Cover all sloped roofs under tile with the best quality asphs
impregnated roofing felt weighing not less than 43* per square feet.
Specify Desired U.Mrigaut:
Consult Local Building Codes for Compliance
Mall -W lestallatlea:
A. Minimum 4/12 and greater.
Lay one layer of 43* base sheet with a sealed minimum 4" headlap and
side lap and nominal 3" tile headlap. All tile nail penetrations to be sea led w
Paste cement
Mortar -0e IutaWUea:
1 Pitches 2 1/2/12 and greater (refer to building codes for minimum). U
one layer of 30* felt, secure in place with tin tags as code requires. Lay w
minimum 2" headlap. Apply 904 mineral surfaced roofing felt to be solid
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. Fastening Systems:
Nail -On installations
A M nails should be large headed nails, 8 penny, corrosion resistant, ton
enough to penetrate through the sheathing by 3/4 ". Copper, stainless steel
hot dipped galvanized nails are to be considered to extend the life of the roof. A
nails penetrating through the watertight seal should be waterproofed with
mastic sealant complying to ASTM D- 2822 -75, type II. Nail length may van
depending on the thickness of plywood and exposed ceiling situations whey
nail exposure is unwanted.
1. For steep roof applications above 7/12, additional fasteners may be require
l e. tile tie systems, nail- locks, wind -locks per manufacturers specification:
(consult local building codes).
NAIL
'IVERSAL
TILE
NAIL
:IVERSAL
TILE
DOVE TAIL LOCKS
ALTUSA S'
FIELD TILE
MOR1 AR
NAILER
lo%
FIELD TILE
FELT
NAILERS NAILERS
GABLE TO GABLE SECTION
HIP & RIDGE TILE
MORTAR
TILE
FELT _
ALTUSA S'
FOR 7:12 SLOPE AND HIGHER
HIP AND RIDGE
SECTION
PELT
LOCKS
9111" 9111' 9114" 9114"
MORTAR
NAIL
UN.VERSAL
TILE
NAIL
NAIL ON INSTALLATION SYSTEM
WOOD NAILER
TILE
'ELT
TILE
REGLET
FLASHING
MORTAR
HIP AND RIDGE
TILE
FLASHING AT WALL
NAILER TILE
l
FLASHING AT WALL
GABLE -RAKE
FELT
TECHNICAL DATA MUD /NAIL
METAL CH
FLASHING
Weight per Tile (Nominal) 7 lb!
Pieces per Square (Nominal) 97/10
Overall Size (Nominal) 18 3/8 x 10 I/:
Exposed Size Max. (Nominal) 15 1/2 x 16 I/:
Tile Thickness (Nominal) 112 '
Firing Temperature 2000
Breaking Strength Avg. 65(
Water Absorption Avg. 5.8`.
Freezing Test No tile cracking after 50 cycle
Due to the nature of clay, slight variation may occur
r
ACCSPTANCE No.: 90 --0208 ,
APPROVED
EXPIRES = March 12, 1993
SPrerPTC_ cQsarTTo
The bottom end of!the gave course tiles shall be. closed of to the
deck with cement:mortar, a clay /ceramic eave closure or a 1" thick
molded rubber closure all providing a 1" weep hole,
The rake tile shall be bonded to the typical tile and the typical
shall be bonded to valley flashing with Type M Mortar.
'Altusa'8. "S" the :shall be installed with a minimum exposure of 16"
for mud -on system and a minimum exposure of 15" for nail -on system.
3. Tile shall conform to the following shapes.
Rltusa "S
•
Cover, pan
gable rake,
hip and ridge
tile
TO 1r.USS600465 F.04
•
NAIL
HOLE
•
EBONDI
LoC1 S
9k n
Altusa Ba ref
ii Diamond, P.E.
Product Control Division
Supervisor
�d Z8£0TSL 01 2.478L -ZSZ ' 3QtiO OS 310U3 WO6 d WdZS : Z0 £66T-02-Ti
•,
Disapproved _..
(Signed)
Owner's Name and Address
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing 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 Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Margaret R. Chase No..... 90...._... street._N.E. 101 St.
Registered Architect and /or Engineer
Name and address of licensed contractor Biscayne Roofing Co. 5180 E. 11 Ave. Hialeah, Fla.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 0 N.E. 1 01 Street
State work to be done and purpose of building (by floors) Re-Roof. Remove existing_ roof,
tin cap 1 -30# felt, mop 1 -90# slate. Install white, flat tile.
24 Svagres and for no other purpose.
New Building Remodeling Addition Repairs._. .Roof No. of Stories 1
To be constructed of Kind of foundation Roof Covering White, Flat Tile
Estimated Total cost of improvements 5•• 3 Amount of Permit 5,.....12 x50
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 Biscayne Roofing Co. 5180 E. 11 Ave. Hialeah, Fla. 33013
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup )lenient,
and has complied with 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. D
. Tom,
Remarks (Signed).
Date._
Building Inspector
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
to me well known,
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.. VIII 9 Date )4C' 1 1 Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member --- ._............_._ _. -_ --
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE, FLA.
JOB k ,S 7 "o .J
ADDRESS 4 /J • E. - / o
INSPECTION I c C A O•
TIME READY
REMARKS •
INSPECTOR
N9 5039
DATE ? —/— y7"
iLP'
Village of Miami Shores N° 4911
JOB y s f� �c �r� g
ADDRESS `G A /'
INSPECTION /i r
l r
TIME READY l t 5 '° /1
REMARKS
•
/ r
INSPECTOR
DATE
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building k
MIAMI SHORES VILLAGE. FLORIDA
❑ DATE 1V 195
❑ PERMIT N9 _ 4243 Contractor's
License No.
IE
E l Work to be performed under this Permit
Architect
Contractor /'
or Builder F " . } } t d . .
1
Legal Lot
Description i Bl ', lc
Building e9% C, r t t +�! f .., I'
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding, that the contractor or builder named above assumes the responsibility for a thorou•h k-riowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the st ements or specifications and that he assumes responsibility for work
Subdi- r
vision -0' f �:
Value of y� � Amount of
46s: t)
Project $ In c Permit ' $
04
a
done by his agents, servants or employees. 1
Signed: ttst ».._
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered he,r under in compliance with all ordinances and regulations
pertain trig thereto and in strict conformity with the plans, drawings, statemgntsoo s ufTcations submitted to the proper authorities of Miami Shores Village. In ac-
responsibility for all work done by eithe , m`ysei y gent, servant or employee.
cegti this permit I assume , I ; f • - '`� •
,6ONTRATORR BUILDER
AUTHORITY 6
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing 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 Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
APPLICATION FOR BUILDING PERMIT
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date
Jg?.-
Date August 27 1956
Read, Sworn to and Subscribed before me.
Permit No
Disapproved Date
(Signed) � � Notary Public, State of Florida
� �• -. •-
Building nspecto�� r / ^ ` ommission Expires
19
Owner's Name and Address. Keystone Development Go., No Street
Registered Architect and /or Engineer
Name and address of licensed contractor same, 511.N..._E..___ 101__ St.- ,___Miami___Shoxt:s_,.. 'la.
Location and legal description of lot to be built on:
Lot 1 Block 90 Subdivision ..._..._._X...__S _ 4...L. __
Street and Number where work is to be done._ . 90..- E ___E.....2Ql,.. ate.- - __MiRI111._.Sh,area F1 &,
State work to be done and purpose of building (by floors) roof
residence
and for no other purpose.
New Building X Remodeling Addition Repairs No. of Stories 1
To be constructed of Kind of foundation Roof Covering 3Q #.._ felt, ... s aqe &
Estimated Total cost of improvements $ 675_.00 Amount of Permit $
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 Lan?g__RODf.ing__es Tile Co.,. Inc..
The undersigned applicant for this building permit does h certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with 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 are 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. Lang Roofing & Tile Co., g g Inc.,
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. I ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
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.
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.