866 NE 99 StDate 5-2-99 Job Address 864 4 / . 7 9 st • Tax Folio
Legal Description
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
i q stE5 S &% 77-
.
/14/077 / VO W Stc 3
Master Permit 4� 3a3.3
/ Lessee / Tenant 4 v /e/ci / //(J /qP L.
Owner's Address e t 7 (O � 99 £ ` Phone / P 7913
Contracting Co. /Wb 2 S141L/VT / ON G Address 7J/ N NE 2aJ g
Qualifier 6 y t9. 69e7Lt ss# �_ Phone ‘5.-g9/9
State # Municipal ## /y /S2IO Competency # CC1 Ins.Co. f7 or
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING 'CTRICA PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION sS/e emi e/i,1M i 200001a 94 i ON 4a/i✓7
Square Pt. Estimated Cost(value)
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:
e done in complia
thorize • abo
I certify that all the foregoing information is accurate and that all work will
e with . applicable laws regulating construction and zoning. Furthermore, I
actor to do the work stated.
or Condo President
to Owner and /or Condo President
sion Expires:
NANCY ANN I OLLEA
COMMISSION EXPIRES
* May 21c 1994 *
4RY UNDERWRITER
1A.'#)
FEES: PERMIT / RADON
** *
APPROVED:
Zoning
Mechanical
* *
C.C.F.
Signature
Date:
Notary as to Contractor or Owner- Builder
My Commi
nY P( OFFICIAL. NOTARY SEAL
1P B MARCIA E VASSALL
z } ,n c t * C O MMISSION NUMBER
* gr, gpi Q tC1 13116
• ,
t� • � + (ZS' MY COMMISSION EXP.
NOTAiy_ °F Fk o EVE A
Fire Other
Building
Plumbing;
Electrical N
Engineering_
1
**
ITEM
BATH TLB
UNIT
FEE
ITEM
SWITCH OUTLETS '
UNIT
�',Z,
FEE
ITEM
SPACE HEATERS
UNIT
FEE
BIDET
L I Gi fT OUTLETS
/ ,'7,
CENTRAL HEATING
DISHWASHER
RECEPTACLES
/
A/C (WIND)
DISPOSAL
SERVICE TEMPORARY
A/C (CENTRAL)
DRINKING FOUNTAIN
SERVICE SIZE IN AMPS 20
/
elf
DUCT WORK
FLOOR DRAIN
SERVICE REPAIR/METER CHANGE
1
REFRIGERATION
GREASE TRAP
APPLIANCE OUTLETS
PROCESS AND PRESS PIPING
INTERCEPTOR
RANGE TOP
UNDERGROUND TANKS
LAVATORY
OVEN
ABOVE (MOUND TANKS
LAUNDRY TRAY
WATER HEATER
U.F. PRESSURE VESSELS
CLOTHES WASHER
MOTORS 0- 1 HP
/
li
STEAM BOILERS
SHOWER
MOTORS OVER 1- 3 HP
HOT WATER BOILERS
SINK, POT /3 COMP.
MOTORS OVER 3- 5 HP
MECHANICAL VENTILATION
SINK, RESIDENCE
MOTORS OVER 5- 8 HP
TRANSPORTING ASSEMBLIES
SINK, SLOP
MOTORS OVER 8- 10 HP
ELEVATORS/ESCALATORS
TEMPORARY WATER CLOSET
MOTORS OVER 10- 25 HP
FIRE SPRINKLER SYSTEMS
URINAL
MJTCRS OVER 25-100 HP
COOLING TOWERS
WATER CLOSET
MOTORS OVER 100 HP
VIOLATION
INDIRECT WASTES
A/C WINDOW
REINSPECTION
WATER SUPPLY TO:
AIR CONDITIONERS
A/C UNIT
STRIP HEATER
FIRE SPRINKLER
GENERATORS TRANSFORMERS
•
HEATER -NEW INST.
GENERATORS TRANSFORMERS
HEATER - REPLACE
GENERATORS TRANSFORMERS
LAWN SPRINKLER -WELL
SPECIAL PURPOSE Somr
/
f , T 5
SWIMCIING POOL
OUTLETS COM4ERCIAL
/
WATER SERVICE
SIGN TUBES
SEWER CONNECTIONS
SIGN TRANSFORMERS
UTILITY -SEWER
SIGN TIME CLOCK
UTILITY -WATER
FIXTURES
/3
SEPTIC TANK
ANTENNA
RELAY
TELEVISION OUTLETS
DRAINFIELD, 4' TILE/RES.
VIOLATION
.
PUMP & ABANDON SEPTIC TANK
REINSPECTION
SOAKAGE PIT CU. FT.
CATCH BASIN
DISCHARGE WELL
0
.
DOMESTIC WELL
AREA DRAIN
.
ROOF INLET
SOLAR WATER HEATER
FIRE STANDPIPE
POOL PIPING
LAWN SPRINKLER SYSTEM
GAS RANGE
METER SET (GAS)
GAS PIPING
• ADDENDUM TO BUILDING PERMIT APPLICATION
(AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN
OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.)
PLUMBING
ELECTRICAL
MECHANICAL
v /
Legal Description L c r rs 4 sr '!L 4. 4. 4. S 43 ,64 7 Z A rookel
-
stet) .S 4 + 3.
Lessee / Tenant •ti -,l4. iZ1 .Via -arraA- 4' ID.,Af sw Master Permit # X I (1 ,>
Owner's Address S EF /93 NrA Phone 7s -7P13
Contracting Co. Address
Qualifier SS# - - Phone
State # Municipal # Competency # Ins.Co.
Architect /Engineer An//V!t /` c4ft Wt Address /ca,2_•r" ea . s c.,.?rW R
Bonding Company N/ At
Mortgagor 7 /%/M.4.. _•/
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft.
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
authorize the above7n med con or o d�t work stated.
d /or Condo Presi
Signature of owner a
Date://(15I 4
Na i as
M Comm
** *
FEES: PERMIT "'°
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address eees,6 9 9 P2A Sr' Tax Folio / 1 • 320a. - V/ 4 • .z.o
- ddi * t
Owner and /or Co ddo President
ANN 80LA �E
•_ Ex MY COMMISSION EXPIRES
May 21, 1994
N: +BOP: ^. "•D TNF.t; !ev'ARY PUBLIC UNDERWRITERS
* *
RADON C.C.F.
Fire
Zoning Buildin
Mechanical Plumbing_
Address
Address
Estimated Cost(value)
*
Signature of Contractor or Owner- Builder
Date:
Notary as to Contractor or Owner- Builder
My Commission Expires:
**
NOTARY TOTAL DUE ;O
Other
Electrical
Engineering
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Ae /r0 ' " Z
Date 4//4y9 /9/y Job Address R069 Tax Folio
Legal Description
Owner / Lessee / Tenant Master Permit #
Owner's Address tl'
Contracting Co. ,A.44,e
Qualifier
WORK DESCRIPTION
f //' S/ /r • ,p
Square Ft. / 64
Signature of owner and /or Condo President
Date:
r� SI • Phone I / C
/3/�f . A/ 41.0d . Address YQ2 (oC.0 &;//e-e•7 •
l A ss#ZZ , Phone 1 17 /- 97
State # Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN
i -r /c/' //o ' �oo f C u r )
Estimated Cost(value)
Signatu
Date:
cloo
WARNING TOOWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPgRTY (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 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 wor
be done in compliance with all applicable laws regulating construction and zoning. Furthermore,
authorize the above -named contractor to do the work stated.
tor or Owner= Biilder
Notary as to Owner and /or Condo President of me tPKIIMET
My Commission Expires: My ; $ 61110kEUD: NUMBER
' 'NP.,, Q CC274487
41 �4 e MY COMMISSION EXP.
** * * * * * * * * * 1 .... F F,,;,t,,.,,- -. 540
FEES: PERMIT RADON C.C.F. NOTARY TOTAL DUE
* **
APPROVED: Fire Other
Zoning Building Electrical
Mechanical Plumbing Engineering
•
r rcuri in ccooving, inc. rriur4c NU. ; J71:0 (VW
Xs ilta bombe ;lease at.‘e kM ha allowing dine products 10 De snstauea by
e licensed roofing contra4or in socordanoe with the manufacturer's firth specifications and
- Chapter 34 of the South1oiIds Building Code until an official Notice of Acceptance is issued
June 15, 1993
Revised July 30, 1993
WHOM JT MAY CQNCEErJ
Alma. , bullied with this office the *deka& and required acceptable test
data to stipport the request for renewal and contioued use of their Musa or Clay Roof Tile fbr
Acceptance 090-0208, which expired on Mixt 12, 1993.
both mike and mud their Altus' Barrel Clay Roof Tile fbr mud•on; of their Notice of
The tiles for mud-ixt Ad be 'wad on SOU nailable deck of 5/8" thick plywood for
new coostruedos gad on " thick plywood on tio•roofing. •
• The deck shall he
0.0..011 aril 1upi 12' v.
.(44Sni D1.24p)
D-312419, •
Thetas shall be applied to the roof with mortar consisting *font bag ofRinker Roof Tile
Cement by Rinker Materials Corpoton & Florida Roof Tile Comm by Le Fargo Corporation
fix Type M mortar and 14 shovels *fond conibrming to ASTM C-144 fbr a 2:1 rah; than adding
proyhuately 4.5 to 5 flats ofwater and mix for 5 minutes.
Due to }baleen. • , this office has been inundated with requests for both new
products and renewals Of , • to expire which has caused a lug° back log In responding with an
OW Notice of
)6" * P rvil—
. IIISTRoitOUTAN DAD COUNT'', FLORIDA
1r/
METRO•DADE FLAGLER BUILDING
SULDING C001 COMPLIANCE DEPANYmiNT
SUM! MO
METROCIADE FLAGI.ER WILDING
140 WEST FLAGLER STREET
MIAMI, 19.01110A 33130.1503
poro 3704,01
FOJI (314) 37549011
4 Irti• I
vereCtividt & 30 Type 11 (AVM D.226) anchor sheet and tin capped
lam field and 4" on drip edge. Over this, a hot 90 Type 11
cap sheet wing bet steep cobalt Type IV eanferming tO ASTI4
Dec. lb i ;
Sincerely yours,
Gil Diamond jg ,
Product Control Division ,
Supervisor
W'J; (HI'I rnui i
Almar (U.S
renew their Not
March 12, 1993.
Due to Hur
requests for bo
which has cause
Notice of Accep
In the int
these products
in accordance w
34 of the Sout
this office.
GD :cg
TO WHOM TT MAY CONCERN
METROPOLITAN DADE.000NTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO•DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130.1563
(305) 376-2901
FAX (305) 375.2908
March 30, 1993
A.), Inc. has filed with this office a request to
. ce of Acceptance #90- 0208.1 R 2 which expired on
icane Andrew, this office has been inundated with
h new products and renewals of those to expire
a large back log in responding with an official
ance.
rim period, please accept this letter in allowing
:. o be installed by a licensed roofing contractor
t th the manufacturers specifications and Chapter
Florida Building Code until further notice by
Sincerely yours,
//41
Gil Diamond, P.E.
Product Control. Supervisor
4
2 -10 -1994 09; 47f1M I
• ,ate•: huruLI I AN UAUt e()UN I Y, rLvh1UH
Channen
SerryVMt S. &tiinhalc
HerChalrrnan
H.d Lar
Members
Amu:hi Age,
Janes Atha
Gone aerial
Thomas AP slack
Lawrence .4. &M IA
red @ridis
Oscro $Frown
John Calpini
I„ de la Tbrrienre
H. Carlon Decker
Arnold Goldman
Richard M. Hunan
Daniel Leis
Jahn Lindstrom
Sioux Lowe
Joseph Mather. Sr
Jwnrf Rruer
William Riley
Armando V. R1vu
Thomas Ctrerbuck
Alfred ltirlrbrod
Ruda WNlunu
Board Consultant
John Plswrier'
Stall
Charles Danger
Sandy Krinrrb
Gil Diamond
Almar (U• .A.), Inc.
7270 N.W. 12 Street
Suite 650
Miami, 11 33126.
N N
Your appl cation for Product Approval of
a, _0 1 tinder Sections 203 and of 204 and
Building Bode governing the use
s o f ,onstruction, and completelybdescribed
d in� the aplans
specific& ions and calculations as
y :•• • y ∎=.�•
has . accepted by Product Control to be used in the
ic
U n� corpo aced areas of Dada Count and the he anp e if Conditiol
Condition set forth on pages
on Page 3
ACCEPTANCE No.:
APPROVED
EXPIRES
This appl
Metropoli
in the In
under the
�gQ�O O2 8 1 8 - -1—
_ b 1n 1992
**
PT PASS NO1"S* *
caszr AT. CONDITIQI .
APPROVED: 1 "_ _.... 1 n _ 992
METRO -DADE CENTER
BOARD OF RULES AND APPEALS
SUITE 1010
111 N.W. 1st STREET
MIAMI. FLORIDA 33126.1974
(305) 375 -2612
i D amond, E.
Product Control Divisi(
Supervisor
t
cation for Product Approval has been accepted
b
an Dade County Board of Rules and Appeals
orporated and Unincorporated areas of Dade County
Conditions set forth above.
Danger,' P.E.
Deputy Secretary
Metropolitan Dade Count
Board of Rules and Apps
-10 -199 09 :49AM FROM
Almar 1 USA, t nC .
1. This approves t
a) Altuaa "S"
b) Altura Bar
2. nailable decks
l
is 3403.4 (b) a
roofing applied
Florida Buildin
ACCEPTANCE No.: 90-0208.1
APPROVED
EXPIRES
types of clay roof tiles:
for mud -on and nail -on system
1 for mud -on system only
b e applied only to solid sheathed wood or other
ith an underlayment of anchor sheet as set forth
a eap sheet of grati4lar surfaced organic roll
s set forth in 3403.4 (m) (2) of
Code.
26 gage galvanized steel drip flashing shall be
o felt at the deck perimeter. felt
ailed to the vertical portion of the
of the flashing. The horizontal teeth roofing
Standard 2" x 2"
installed over
turned down and
the vertical le4
flashing shall bie continuously sealed to the
mastic. galvanized steel and
The valley flax ing shall be.formed 26 gage g
shall be 16" wide with a single standing fold at the center of the
flashing width .
The flashing eh 11 be attached to the deck with roofing nails
spaced 12" O.C.
Each tile shall attached to the deck t with
th t w o 8d corrosion Esc:
resistant nails , long enough to p en
nail shall inco rate a waterproof washer or be waterproofed wit'
sealant.
TO
t
D amen
" ^ham
P .E.
Product Control Division
Supervisor •
4
J i - 1yy4 1Oy; 4bHI I F'IKUI'I
Al mgr I.S!R..sl. 2nq�r
3. Tile shall conform to the following shapes.
SPECIFIC CONDITIONS
The bottom end of the save course tiles shall be closed off to t'
deck with ceme t mortar, a clay /ceramic eave closure or a 1" thic
molded rubber losure all providing a 1" weep hole.
The rake tile hall be bonded to the typical tile and the typical
shall be bonder to the valley flashing with Type M Mortar.
Altusa's "S" tale shall be installed with a minimum exposure of 1
for mud -on system and a minimum exposure of 15" for nail -on syste
-2a-
ACCEPTANCE No.: 90 0208.1 R 2
APPROVED : _ Feb. 10. 19J
EXPIRES : March 12. 1993
T
Cover, pan
gable rake,
hip and ridge
tile
NAIL
HOLE
Altura Barr
4'(fcre r.u'
/ • OF
/ /./ Z,
Diamon -, P.E.
Product Control Division
Supervisor
. • - .— 94 09F t1 FROM
' - .y tiles shag be Altus& S as manufactured by'
4lrer1a Del Turdo S.A ( ALTUSA) for Almar (U8A),
I/ Inc, 181/2" long by 101/2" wide nominally.
b. Under save shall bas (specify one)
1. Clay cave closure
L Rubber eave closure
3. Mortar lilting with weep hole
4. Metal closure
L Asphalt plastic Cement:
Heavy body composed of asphalt and other minerals, con•
form&Ig to ASTM 02822 and Federal Spec. SSC 83 type 1.
t Cement Mortar
1. Cement*
as Blended Cements - conforming to ASTM C-91 type M
V. Portl and Cement-conforming to ASTM C-150 type I
a Masonry Cement-conforming to ASTM .C-91 typelM
L Sand - conforming to ASTM C-144 uniformly grad , clean and
fro from organic materials.
3. Mixes-conforming to ASTM C•270 type M (select one)
hl Cement 2.07+— E -1 -A
1 Combination of cement 207 E•1•C
4. Mortsr flow 110 + — 5% conforming to ASTM C-Z 0 Row Table.
2. Dews:
Sg6d deckhlg shall Ee of proper thickness (112" minimum plywood
sheathing) to be structurally adequate and property tgstoned to support
the anticipated loads. Decking material and installation of it shag
comply with e1 bcst Building Code Requirements.
3. 09d+drowmt:
Never Instep wrderlayment on wet, frozen a ley
groom dean. Coverall sloped roofs under toe
impregnated roofing felt weighing not less than 4
Spicy leeks 6airlslaaeat:
Consult Local Bulking Codes for Comply
f aces. Sweep roof surface
the bast quality asphalt
* per More feet.
lestalletieet
A. Minimum 4/12 and. greater,
Lay one layer of 43* base shoat with a sealed m nimum 4" headlap and 6"
side lap and nominal 3" tile heedlep. Agile nail pe4etrations to be seated with
plate anent.
1 1
Mater-Is Wildest
L Pitches 2 1/2/12 and greater (refer to building for minimum). Ley
ore layer o130* felt. secure In place with tin tape as code requires. Lay with
minimum 2" he>tdlap. Apply 9041 mineral roofkg felt to be solidly
mopped to the 30* felt with hot asphalt lay with nimum 2'" headiap and 6"
side lap.'8ack nail 104 felt with cap or tin tags 12" a a
4. htI. p Sysliiu;
Nail -On khstegatbna
A Alt nails should be large heeded nails, 8 penny, penny corroalon resistant, long
enough to ponstre through the sheathing by 3 /4't Copper, stainless steal or
hot dppsd galvanized nags are to be considered toasted the life of the root All
naia penetrating tlsough the watertight seal shoat be waterproofed with
mastic salmi col/plying to ASTM D- 2822.75, tyQe II. Nell length may vary,
depending on the thickness of plywood and exps d thing situations where
rail exposure Is umrantad. ,
1. For steep root applications above 7112, iddttonattfast.nsrs may be required,
l a tile tie systems, nail -laxW, wind4odct per manufacturers specifications
(Craft IOW building codes).
iu
TO 4718129 P.12
cove TAIL LOCKS
ALTUSA S'
FIELD TILE
GUIDE
VIES
NAILER
GABLE TO GABLE SECTION
ALTUSA S'
FOR 7:12 SLOPE ANO )II61IER
47 1 ;
9 114 .. • 9114"
M7AT
NAIL
UN,V6R5AL
TILL
HIP AND RIODE
SECTION
NAILON I
t110NSYSTFg1
.4 - 1994 09: 511:1M FROM
fl.ASII1N Al YIAtt,
II
HIP ANO PINE ,
THE
NAILIR TRI
.!
/N
GAALE•AAKE
reLT
FLA$IIINO ATiWAl.t.
TECHNICAL DATA MIU1) /NAIL
MfTAL CNANNIL
FLA5NIN0
Weight per Tile (Nominal) ... 7 lbs.
Pisces per Square (Nominal) ...�. l 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. 58
Freezing Teat r ............."......� No tile! craddng after SO cycles
Duo to the natters of' clay, alight .viAt:liztiotl.cray.4S.4Stt. •
TO 471 17)4 p ma
TO 4718129 P.13
Rase hies:
A. Valleys (select one)
1, Install roll valley minimum 16" width with 6" lap Joints. Nail to secure In place
as code requires.
L. install preformed open valley minimum 16" width with minimum 2 1/2" high
center and minimum 1" metal edge returns. i.ao joints minimum 6 ". Secure in
place as code requires.
IL Dormers, side, chimneys and other vertical wall surface (lashings 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 dormer
chimneys and other walls, the flashing shall extend up the facing wall e
minimum of 4" and extend downward over the top of the the a minimum of
The vertical wan surface shall be completely counter flashed.
It. Eave drip metal shall be nailed or stapled along and directly on top of sheet
fastened 6" 0.a. and 1/2" In from top flange. Lap an joints a minimum o1 3 .
Q AppliaHea al Tile:
A. For mortar on application, mark horizontal guidelines at 16 1/2", which will
provide a 2" nominal headlap.
•
t. For nallin application, mark horizontal guidelines at 15 1/2 ", which will
provide a nominal 3" headlap.
C. Mark an vertical guidelines at 9 1/4 ".
0. Set first course at 161/2" from the eeve. This will provide a 2" overhang et the
save.
E At the save tine, 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. Consuk local Building Codes for requirements.
F. For mortar -on settings, each tile shalt be set over a full trowel of mortar placed
directly under the projection of the left flat side of the tile. Press tile down Ihmly
to allow wet mortar to fill "Dove Tail looks" fix 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 M addition to mortar. Apply plastic cement to seal all nail penetrations.
1. For pitches as 7/12, nail every file in addition to mortar.
0. For nait•on Installations, install tile with nails of sufficient length to penetrate
the deck by 3/4 ". For pitches above 6/12, ail tiles shall be attached with a
minimum of two nails. Seal all nann penetrations with plastic cement.
N. At 55' above grade or greater, all tine 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 el the horizontal guidelines.
J. Where tine 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 file meets the hip Hailers, tine should be cut along the hip boards. The
Joint between the cut tale and the hip nailer shall be sealed neatly with plastic
is
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.
The tiles for mud -
new coostruction and on
The deck shall be
G• o.o.• on ell hpa;12" u.
(ASTM D-249) roll
June 15, 1993
Revised July 30, 1993
• WHOM jT MAY CQNC N
vet. lb 37y� 10.7. iirt "1 r1
. t rater- 1..ounty moos* 109, nc. rruvc mu. : J70 r
' It it ert,+4;e. *1 Atefil
•
POUTAN DADS COUNTY, FLORIDA
METRO-DADE FLAGLEB BUILDING
NUM M0 CODE GOYPUANCE DBPAAYMgNT
CUITa 1$oo
METh0 ADE FtAtiI.ER BUILDING
140 WEST FIAGLER STREET
MAK FLORIDA 331334563
FAx
>ifi•2001
Abner (U.B.A) Lao has Sled wltb this oaae the adcutional and required acceptable test
data to support the request Sr renewal and continued use oftheir Abuse "S" Clay Roof Tile for
both nalkon and amd-on plus their Abuse Barrel Clay Roof Tile fir mud-on of their Notice of
Acceptance 890-03011 which expired on lvIravh 12,1993,
shall be installed on a solid ridable deck of 5/8" thick plywood for
" dick plywood on re-roofing. • :
vere4witb a 30 Type If (Amu D-226) anchor sheet and tin capped
In is field and 4" on drip edge. Over this, a Trot mopped 90 Type 11
cap sheet using hot steep asphalt Type IV conforming to AST14
Misfile shall be applied to the roof with mortar consisting atone bag oaf Rinker Roof Tile
Cement by Rinker Mat is Corporiition & Florida Roof Tile Cement by La Fargo Corporation
• lbr Type M mortar and 1 4 shovels of sand conibrming to ASTM C-144 lbr a 2:1 mix, than adding
aperednIstely 4.5 to 5 &water and mix for 5 minutes.
Due to 1iurrioane , this office has been inundated with requests for both new
products and renewals of ..:'. to expire which has caused a large back log In responding with an
ofgcWNotice of
• 2e she hoaeim • - ytwo «.gyt this 1uttrnc Li alluwbtg these products to Dc maned by
a licensed roofing contactor In accordance with the error's further
Chapter 34 of the South � specifications and
�lorlda Building C until an official Notice of Acceptance is issued.
GD.co
Sincerely yours,
Gil Diamond, i
Product Control Division ,
Supervisor
G - 1U 1Jy4 U 4(HI'I rr<ui i
Almar (U.S
renew their Not
March 12, 1993.
Due to Hur
requests for bo
which has cause
Notice of Accep
Xn the int
these products
in accordance w
34 of the Sout
this office.
GD :cg
TO WHOM TT MAY CONCERN
METROPOLITAN DADE.COUNTY, FLORIDA
• METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO•DAOE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375.2901
FAX (305) 3752908
March 30, 1993
A.), Inc. has filed with this office a request to
. ce of Acceptance #90- 0208.1 R 2 which expired on
icane Andrew, this office has been inundated with
h new products and renewals of those to expire
a large back log in responding with an official
ance.
rim period, please accept this letter in allowing
� o be installed by a licensed roofing contractor
i th the manufacturers specifications and Chapter
I Florida Building Code until further notice by
Sincerely yours,
1/74%1J
Gil Diamond, P.E.
Product Control Supervisor
2 -10 -1994 09:47kM 1-KUM
AC hurtiLi I AN UAUa LAWN (Y r�- vr+IL
VMETROOADE
( I
Chairman
Berman S. ttivdwW
Me- Chairman
H. Lasseter
Ronald Agr
James Arias
George Sohn
Mums .tl' Black
Lawrence .4. Bursars
Ted Bridit
Oscar Brennan
John Culpini
Jorge dr la 7 ,',vnre
H. Carlwn Decker
Arnold Goldman
Richard M. Horton
Dwain Lrds
John Lindstrom
Sloan Lowe
Joseph Mokher. Sr.
lama Pour
William Riley
Armando M. Mug
Thomas L'arnbuck
,dyed liishrod
Rudy Williams
Boast Consultant
John Pisani*
St4U
Charles Danger
Sadie Ri iarrb
Gil Diamond
Almar (U..A• , Inc.
7270 N.W. 12 Street
Suite 650
Miami, Fl 33126.
Your appl cation for Product Approval
0.22 has
Unincorpo
Condition
on Page 3
—.AL-1201=1-
ACCEPTANCE No.:
= Fr-L In 1992_
APPROVED
! MpIMS
This appl
Metropo].i
in the In
under the
* * 2T.RA.SB NOTE* *
APPROVED( i _L r ..ar y 10 1992_
ai
P 1
METRO -DADE CENTER
BOARD OF RULES AND SUITE 1010
111 N.W. 1st STREET
MIAMI. FLORIDA 33120.1974
(305) 375.2981
(305) 375 -2612
auckaa 4ndor Sections 203 and 204 of the South Florida and
Building ode governing the u
ans
s of •onstruction, and completely described inr,theaplans
specifica ions and calculations as submitted . by
een accepted by Product Control to be sed n the
ated areas of Dade County under the Specific
set forth on pages 2 -2b and the Standard Condition
GI D amond, P.E.
Product Control Divisia
Supervisor
It).1: 0 t : .1
cation for Product Approval has been accepted b
an Dade County Board of Rules and Appeals
orporated and Unincorporated areas of Dade County
conditions set forth aboVe.
C arses Danger,' P.E.
Deputy Secretary
Metropolitan Dade Count
Board of Rules and App€
-10 -1994 09 :49AM FROM
A1mar (tJ A) Ync.
•
OF ACCEPTANCE: SPCiFrC ,c9t3 TiONS
1. This approves tw types of clay roof tiles:
a) Altusa "S" for mud -on and nail -on system
b) Altusa Bar 1 for mud -on system only
2. All tiles shall e applied only ensc�ianchortsheeto setoforth
nailable decks ith an underlaym t
in 3403.4 (b) a a cap shaft of gra 4)ar surfaced t organic roll
roofing applied �odet forth in 3403.4 (m) Z
Florida Bu
Standard 2" x 2" - 26 gage galvanized steel drip flashing shall be
installed over a felt at the deck perimeter.
-Th4 felt shall be
turned down and ailed to the vertical portion
or t he d ec khb elow
the vertical le of the flashing. The
flashing shall b!e continuously sealed to the felt with roofing
mastic.
The valley flan ing shall be.formedn26 gage
shall be 16" wide with a single standing
flashing width.. .
The flashing sh 11 be attached to the deck with roofing nails
spaced 12" O.C.
Each tile shall attached to the ckwi two 8d co rrosion Eac�
resistant nails, long enough t o penetrate
nail shall into rate a waterproof washer or be waterproofed wit
sealant.
iU
ACCEPTANCE No.: 90- 0208. R
APPROVED
EXPIRES
: ...22124-1A4-1
March 12, 1993
Damon,P.E.
Product Control Division
Supervisor
4
JG = 11J - I Jy4 by; 4dH1'1 rKUI'I
ACCEPTANCE No.: __21.71MILLILL
SPECIFIC CONDITIONS
The bottom end of the nave course tiles shall be clo off t
deck with come
molded rubber
The rake tile hall be bonded to the typical tile and the typical
shall be bonde to th valley flashing with Type M Mortar,
Altusa's "S" t le shale be installed with a minimum exposure of 1
for mud -on system and a minimum exposure of 15" for nail -on syste
3. Tile shall con orm to the following shapes.
t mortar, a clay /ceramic save closure or a 1" thic
losure all providing a 1" weep hole.
-2a-
T Iu
APPROVED
EXPIRES
Cover, pan
gable rake,
hip and ridge
tile
NAIL
HOLE
Altu`„ 8 r 1
47 rd r . u �
s Fsb. 10. 199
: March 12. 1993
/
Diamon•, P.E.
Product Control Division
Supervisor
■••• L' — • •C.•1 • ' - . . _ . r l\VII
0 -1994 09: 501:4M FROM
4 tiles shall be Altusa S' as manufactured by ,
Del Turbo $.A (ALTUSA) for Almar (USA),
Inc. 181/2" brig by 101/2" wide nominally.
1 Under eave shall bas (specify one)
1. Clay eve closure
_. Rubber esve closure
3. Mortar tiling with weep tab
1. Metal closure
i. Asphalt plastic orient:
Heavy 001y composed of asphalt and other mIneils. eon -
lonring to ASTM 02822 and Federal Spec. SSC 83 type 1.
Clement Mortar
1. Cements
L (Wdld Cenants oortenning to ASTM C-91 type M
1. Portland Cement-conforming to ASTM 0.150 type I
t Masonry Cemenboontormirig to ASTM .C-91 type {M
L Sand.00nfom iing td'ASTiit 0.144 coffofmty grad , clan and
tree tom organic materials.
3. Mixes-conforming t0 ASTM C -270 type M (select one)
Cement 2.07 + — E -1 -A
tr Cortbinnton of cement 2.07 E -1 -C
1. Moder flow 110 + — 5% conforming to ASTM C- 2p0 Row Table.
2. lace:
Sold decking shall be of proper thickness (1/2" rrtnl m um plywood
sheathing) to be structurally adequate and property stened to support
the anticipated bads. Decking material and Installation of It shall
comply with W boil 8dlding Code Requirements.
3. gaduhreerit
New Install undedayment on wet, frozen or icy sul1aces. Sweep root surface
broom dean. Covet all sloped toots under tie wftU the best quality asphalt
Impregnated roofing felt weighing not less than 4 • per square feat.
Sway baker 1hMrt,yaen:
Consult Local Building Codes for Compliance
laIHM tattagMSas:
A Minin urn 4/12 and greats:
Lay one layer of 434 base sheet with a seated m nimum 4" headlap end 6"
sidelap and nominal 3" tile hoodoo. Ail ttle nail peratkms to be seated with
plaetC cement
Meru -M inte0ltiess:
IL Pitches 2 1/2/12 and greater (refer to building for minimum). Lay
one layer of 300 felt secure M place with tin tags as cods requires. Lay with
minimum 2" he;disp. Apply 8041 mineral roofing felt to be solidly
mopped to the 300 felt with hot asphalt. Lay with nlmwm 2" headlap and 8"
Ole tap. Back nail 900 fait with cap or tin tags 1.2" O.
1. Fair! Spa.mli:
NaiWn Inataltationa
A AN nails should be large heeded nails, 8 penny, penny corrosion resistant, long
enough to penetrate through the sheathing by 8/41 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 shor1d be waterproofed with
mastic sealant complying to ASTM D- 2822.75, type 11 Nail length may vary,
depending on the thickness of plywood and exposed ce:'&n0 situations where
nail exposure is unwanted
3. For steep roof applications above 7/12, ad tionalifastensrs may be required,
L a hie tie systems, nail - ladles, wind-locks per manufacturers specifications
(consult Wel building codes).
I U 471 1 7•=i P
TO 4718129 P . 12
OOVt TAIL IOCKE
ALTUSA S'
FIELD TILE
GABLE TO GABLE SECFIDN
imp • PIOGE TILE
MORT
TILE
/"- TILL
i
' AND RID0I`
SECTION
ALTUSA S'
FOR 7:12 SLOPE ANO HIGHER
•..: t • '
� k .... + .
9114 . PIS"
MOAT Ali
NAIL
urmve,R$AL
TILE
N
NAILON 1
w000 Nan
2-10 -1994 09:51AM FROM
11I1HSYSTFTA
iIIP ANO MORE
111
NAkellt 1Rt
FelT
TLA$HJNO ATIWALL
TECHNICAL DATA 1v1U1)INAIL
I I
a>r
911
6AALE•BAKE
M TAL CNANNIL
FLAMING
Weight per Tile (Nominal) ....... 71bs.
Pi eces per Square (Nominal) ..."........" J .. ......................... ....97/ 103
Overall Size (Nominal) :........:......18 3/8 x 10 1/2
Exposed Site Max. (Nominal) . :...............15 1/2 x 16 1/2
Tile Thickness (Nominal) .... . 112 "
Firing Temperature .... I 2000 ° F
Breaking Strength Avg. 650
Water Absorption ...... 1 Avg. 58
Freezing Test ...............„........ No tile! cracking after 50 cycles
Dcso to the nature of clay, sliMilt .vlA►:i#stiow.mlmayInSS4r, •
TO
471 P1'1 7y P I uZ
TO 4718129 P.13
Fieseleps:
A. Vaneya (select one)
1, Install ron 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 retums. Lap Joints minimum 6". Secure in
place as code requires.
i. formers, 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 6" with a 1" turn up at edge.
E. Where sloped roof surface meets the lace of vertical wall surfaces at dormer
chimneys and other walls, the flashing shall extend up the lacing wall e
minimum of 4" and extend downward over the top of the tile a minimum of
The vertical wan surface shall be completely counter flashed.
11. Eave drip metal shall be nailed or stapled along and directly on top of sheet(
fastened 6" o. o. and 1/7" In from top flange. Lap all joints a minimum of 3'
Appliatioa of Tile:
A. For mortar on application, mark horizontal guidelines at 16 1/2", which will
provide a 2" nominal beadlep.
1. For nail-on application, mark horizontal guidelines at 15 1 /2 ", which will
provide a nominal 3" headlap.
C. Mark an vertical guidelines at 9 1/4 ".
D. Set first course at 161 /2" from the eave. This will provide a 2" overhang at the
viva.
E. At the eave One, 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 fig "Dove Tail looks" for proper bond.
I. For pitch!: 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 the 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.
IL 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 shat( be attached with a
minimum of two nails. Seal an nag 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 et the horizontal guidelines.
A. 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 I�
recommended that the minimum width of exposed metal be 4 ".
L Where field tile meets the hip hailers, tile should be cut along the hip boards. The
joint between the cut tie and the hip nailer Mail be sealed neatly with plastic
cement
M. All hip and ridge tiles shalt be set In a bed of mortar and fastened with a 2 1/2"
nail It Is than recommended that the mortar be pointed to a clean surface.
BUILDING a' " MIAMI SHORES VILLAGE, FLORIDA ��
Date / ii 19! I
PLUMBING ELECTRICAL 0 PERMIT N °
3 Contractor's
License No.
ROOFING ❑
❑ work to be performed under this Permit 172 ' 1' ' Pi.') 1 VW
Owner of �l ec / 6 99 )4.
Building Ael/3
OA .
alga
IA't 1/ z s 11B1 1;
566 i e `17 /1 31
Architect
Contractor
or Builder
Legal
Description
Address of
Building
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 applica-
tion 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 builde amed above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether sho in the plans or drawings or in the statements or specifications and that be assumes respon-
sibility for work done by his agents, servants or emp
Signed • 1j (INSPECTOR) BY
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done 'it >er elf, my agent, servant or employee.
CONTRACTOR or BUILDER
Subdi-
vision
Sq Ft.
Value of
Project
BY
?20,6 IV c.2/Z ,
s . Scc c ,9„
Amount of (2, li U •
II Permit $ f
AUTHORITY